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FLD2008-05012City ®f CRearwateir i TqIIIIIIIIIIq ii� IIIIIIII 111111111111,11111111 �IillilliI�illiIililill �!i 1111I d3e#a 5 na 11033 .0 ti ON T rA A SantaFe Senior Living Community 2855 GULF-TO-BAY BOULEVARD -I-- W SAN - TA - F - E - HEALTHCARE_- AvMed Health Plans • Haven Hospice • The Village • Bayview Gardens I h 1 x AJ GVSTONE BUILDING RELATIONSHIPS IN SENIOR LIVING ( 1. 1 1 1 1 1 1 1 1 L 1 1 e t f a Table of Contents I. Residential Infill Application H. Comprehensive Infill Application III. Comprehensive Landscape Program Application IV. Attachment "A" — Legal Description V. Attachment "B" — Setback and Buffer Reduction List VI. Attachment "C" — Warranty Deed VII. Attachment "D" — Parking Sufficiency Study VIII. Attachment "E" — Trip Generation Rates IX. Attachment "F" — Response to June 4, 2008 DRC Comments X. Attachment "FA." — Response to Stormwater Comments XI. Attachment "G" — Fire Flow Calculations XH. Attachment "H" — Bridge Certification Letter X [H. Attachment "I" —Response to August 7, 2008 DRC Comments J : \02026\02026002.00\DOC\Permits \City of Clearwate \Table of Contents.doc L City of Clearwater Reduced Color Plan Set For 13eL 7ma-, —OWON THE BAY 1&c" A SantaFe Senior Living Community 2855 GULF-TO-BAY BOULEVARD 7/29/16/03006/000/020 "A 5I 1t>I at.cd in the Ll -LJ Ll - No NTAFE HEALTHCARE Health Plans • Haven Hospice • The Village • Boyview Gardens ORic-MAL WCEIVED AUG 415 2000 KANNING DWARMENT CRY OF CLEARWATM , 7e , MM' -22,; " yam, "A. I • 5146 ,4 GREYSTONE BUILDING RELATIONSHIPS IN SENIOR LIVING W-11 -xi .qppl three i Greystone Communities Santa Fe HealthCare O } � I J� ¢ _1:0 Cag C N U O PROJECT NO 07024 wTE August 18, 2008 NE BVG AquisNOns, Inc E DRC SUBMITTAL sNEEr oESCSiPrioN REDUCED OVERALL LANDSCAPE PLAN A garden level floor plan n I 0 30 60 90 U.) 0 0 + ca � I � _ L L cu i independent living Jcommons O L v v um y Q zp a. 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I� i ;•_�,.>�1_.��IIjII�E,.:�. *r9 ._-+��,.i,_�a.:f,u;� .� three O 4 a� a �p i firs, . iu �u is �o io 0 �y o I! °Clearwater Planning Department 100 South Myrtle Avenue Clearwater, Florida 33756 Telephone: 727 - 562 -4567 Fax: 727 - 562 -4865 ❑ SUBMIT ORIGINAL SIGNED AND NOTARIZED APPLICATION ❑ SUBMIT 14 COPIES OF THE ORIGINAL APPLICATION - Plans and application are required to be collated, stapled, and folded Into sets ❑ SUBMIT FIRE PRELIMARY SITE PLAN $200.00 ❑ SUBMIT APPLICATION FEE $ NIA CDB SUBMITTAL CASE #: RECEIVED BY (staff initials)* DATE RECEIVED. * NOTE: 15 TOTAL SETS OF INFORMATION REQUIRED (APPLICATIONS PLUS SITE PLAN SETS) FLEXIBLE DEVELOPMENT APPLICATION Residential Infill Project (Revised 04/24/2007) PLEASE TYPE OR PRINT— A. APPLICANT, PROPERTY OWNER AND AGENT INFORMATION: (Code Section 4- 202.A) APPLICANT NAME: BVG Acquisition Inc. MAILING ADDRESS 4300 N.W. 89 Blvd, Gainesville, FL 32606 PHONE NUMBER 352.337.8686 FAX NUMBER: 352.337.8610 CELL NUMBER' n/a EMAIL. n/a PROPERTY OWNER(S): BVG Acquisition Inc. 4300 N.W. 89 Blvd, Gainesville, FL 32606 List ALL owners on the deed AGENT NAME: Marc Mariano, AICP, PP and/or Bryan Zarlenga, PE, MAILING ADDRESS: TBE Group Inc. 380 Park Place Blvd. Clearwater, FL 33759 PHONE NUMBER, 727.431.1605 FAX NUMBER: 727.431.1777 CELL NUMBER: 727.492.6750 EMAIL: rnmarianoptbegroU.corn B. PROPOSED DEVELOPMENT INFORMATION: (Code Section 4- 202.A) PROJECT NAME: Bella Terra on the Bay PROJECT VALUATION: $ 75,000,000 STREET ADDRESS 2855 Gulf to Bay Blvd PARCEL NUMBER(S): 17/29/16/03006/000 /0200 PARCEL SIZE (acres): 31.12 PARCEL SIZE (square feet) 1,355,587 LEGAL BASKIN'S REPLAT RESUB PT OF LOT 2 DESC FROM NE COR OF LOT 1 TH E DESCRIPTION 60FT & S 190FT FOR POB TH E 135.2FT (short legal) See Attachment "A" for Full Legal Infill redevelopment of a 19.2 -acre portion of an existing 31.12 -acre senior living campus. Total Proposed New Uses - 156 Independent Living Units, 40 Nursing Home Beds & 76 PROPOSED USE(S)- Assisted Living Beds. 138 of the Independent Living Units, the 40 Nursing Home Beds & 76 Assisted Living Beds will be located in one (1) primary building; while 18 Independent Living Units will be located in nine (9) duplex cottages. Uses To Remain — 94 Assisted Living Beds and 73 Independent Living Units J \02026 \02026002 00\D0C \Permi1s \City of Clearwater\Residential Infill Protec _app_CDB_resub_re\_request doc Page 1 of 12 DOES THIS APPLICATION INVOLVE THE TRANSFER OF DEVELOPMENT RIGHTS (TDR), A PREVIOUSLY APPROVED PLANNED UNIT DEVELOPMENT, OR A PREVIOUSLY APPROVED (CERTIFIED) SITE PLAN? YES _ NO X (If yes, attach a copy of the applicable documents) C. PROOF OF OWNERSHIP: (Code Section 4- 202.A.5) ❑ SUBMIT A COPY OF THE TITLE INSURANCE POLICY, DEED TO THE PROPERTY OR SIGN AFFIDAVIT ATTESTING OWNERSHIP (seepage 7) See Attachment "C" — Special Warranty Deed D. WRITTEN SUBMITTAL REQUIREMENTS: (Code Section 3- 913.A) ❑ Provide complete responses to the six (6) GENERAL APPLICABILITY CRITERIA — Explain how each criteria is achieved, In detail: 1. The proposed development of the land will be in harmony with the scale, bulk, coverage, density and character of adjacent properties in which it is located. Generally speaking the development is substantially consistent with the surrounding property and of a lesser actual measured height than the existing 8 -story Assisted Living Facility (to remain) currently fronting Gulf -to -Bay Blvd. The proposed development includes less than one -third (299 dwelling units vs. 487 dwelling units) of the residential units permitted on -site, with a proposed density of 9.6 du /a, and is much less intense than the adjacent HarbourWood Health and Rehab Center, with an existing density of 14.7 du /a. Additionally, the proposed development design has gone through numerous iterations to ensure that the area's aesthetic and natural quality, which is catamount to the character of this area, is maintained. This was achieved by producing a primary building that utilizes a smaller building footprint but taller building height to obtain the desired density in a manner that is subsumed by the existing and proposed landscape features. These consciences design techniques incorporated into the proposed development have ensured a limited impact on the natural vitality and character of the area. The site layout allows consistent adjacent uses to be located in close proximity to each other, as the single family residential use to the east will be nearest to the proposed duplex cottages along the easterly extent of the site and the primary continuing care building containing the Independent Living units, Skilled Nursing beds and Assisted Living beds will be centrally located and in close proximity to the existing HarbourWood Health and Rehab Center: As stated, the primary building is of a lesser measured height than the existing assisted living facility fronting on Gulf -to -Bay Boulevard, J \02026102026002 00\D0C%Permds\Cdy of Clearwater\Residenfial Infill Proled _app_CDB_resub_rev_request doc Page 2 of 12 Flexible Development approval for the redevelopment of the overall 31.12 acre - property zoned Commercial (C) District, Office (0) District and proposed Medium High Density Residential (MHDR) District (companion rezoning Case No. REZ2008- 07007) to permit a total of 229 attached dwellings (Independent Living Units) (73 units existing to remain; 156 units proposed), a total of 40 nursing home beds (proposed) and a total of 170 beds of assisted living facility (94 beds existing to remain; 76 beds proposed); (A) In the Commercial (C) District with a lot area of 2.45 acres, a lot width of 200 feet along Gulf to Bay Blvd (north) and a total of 210 ft along Cross Blvd, a front (north) setback along DESCRIPTION OF Gulf to Bay Blvd of 4 ft (to existing sign) and 28 ft (to existing pavement), a front (east) setback along REQUEST: Cross Blvd of one -foot (to existing pavement), a front (north) setback along Cross Blvd of 25 ft (to Specifically identify proposed guardhouse), a side (east) setback of 5 feet (to existing pavement), a side (west) setback the request (include number of units or of 2 feet (to existing pavement), a side (north) setback of zero feet (to existing pavement) and a square footage of building height of 81 ft (to roof deck of existing assisted living facility building), as a Comprehensive non - residential use Infill Redevelopment Project in the Commercial (C) District, under the provisions of Sec. 2- 704.C; (B) and all requested In the proposed Medium High Density Residential (MHDR) District with a lot area of 28.33 acres, a lot code deviations; e g reduction In required width along Sky Harbor Dr. of 282 ft, a reduction to the front (west) setback along Sky Harbor Dr. number of parking from 25 to 21 ft (to existing building), a reduction to the side (east) setback from 10 to 5 ft (to existing spaces, specific use, pavement), a reduction to the side (west) setback at the southeast corner of the adjacent nursing etc) home parcel from 10 to 5 ft (to proposed pavement), an increase to building height from 30 to 82 ft (to top of roof of proposed building) and a reduction to the required number of parking spaces from 583 to 426 parking spaces, as a Residential Infill Project under the provisions of Sec. 2- 304.G; and (C) Reductions to perimeter buffers along Cross Blvd (east) from 10 ft to one -foot (to existing pavement), along the east side from 7 to 5 ft (to existing pavement), along the west side from 5 to 2 ft (to existing pavement), along the north side from 10 ft to zero ft (to existing pavement) and at the southeast corner of the adjacent nursing home parcel from 10 ft to 5 ft (to proposed pavement), as a Comprehensive Landscape Program under the provisions of Sec. 3- 1202.G. DOES THIS APPLICATION INVOLVE THE TRANSFER OF DEVELOPMENT RIGHTS (TDR), A PREVIOUSLY APPROVED PLANNED UNIT DEVELOPMENT, OR A PREVIOUSLY APPROVED (CERTIFIED) SITE PLAN? YES _ NO X (If yes, attach a copy of the applicable documents) C. PROOF OF OWNERSHIP: (Code Section 4- 202.A.5) ❑ SUBMIT A COPY OF THE TITLE INSURANCE POLICY, DEED TO THE PROPERTY OR SIGN AFFIDAVIT ATTESTING OWNERSHIP (seepage 7) See Attachment "C" — Special Warranty Deed D. WRITTEN SUBMITTAL REQUIREMENTS: (Code Section 3- 913.A) ❑ Provide complete responses to the six (6) GENERAL APPLICABILITY CRITERIA — Explain how each criteria is achieved, In detail: 1. The proposed development of the land will be in harmony with the scale, bulk, coverage, density and character of adjacent properties in which it is located. Generally speaking the development is substantially consistent with the surrounding property and of a lesser actual measured height than the existing 8 -story Assisted Living Facility (to remain) currently fronting Gulf -to -Bay Blvd. The proposed development includes less than one -third (299 dwelling units vs. 487 dwelling units) of the residential units permitted on -site, with a proposed density of 9.6 du /a, and is much less intense than the adjacent HarbourWood Health and Rehab Center, with an existing density of 14.7 du /a. Additionally, the proposed development design has gone through numerous iterations to ensure that the area's aesthetic and natural quality, which is catamount to the character of this area, is maintained. This was achieved by producing a primary building that utilizes a smaller building footprint but taller building height to obtain the desired density in a manner that is subsumed by the existing and proposed landscape features. These consciences design techniques incorporated into the proposed development have ensured a limited impact on the natural vitality and character of the area. The site layout allows consistent adjacent uses to be located in close proximity to each other, as the single family residential use to the east will be nearest to the proposed duplex cottages along the easterly extent of the site and the primary continuing care building containing the Independent Living units, Skilled Nursing beds and Assisted Living beds will be centrally located and in close proximity to the existing HarbourWood Health and Rehab Center: As stated, the primary building is of a lesser measured height than the existing assisted living facility fronting on Gulf -to -Bay Boulevard, J \02026102026002 00\D0C%Permds\Cdy of Clearwater\Residenfial Infill Proled _app_CDB_resub_rev_request doc Page 2 of 12 J 1 I 1 1 r s A 1 1 r t which has existed since 1966 and is of a lesser intensity /density than the existing HarbourWood Health and Rehad Center, which has existed since 1996. As the bulk and scale of these existing developments have not had a deleterious impact on the surrounding neighborhood, it should confirm that the proposed development will also be in harmony with the bulk, scale and intensity of existing development in the area and will not impact the character or quality of the neighborhood. 2 The proposed development will not hinder or discourage the appropriate development and use of adjacent land and buildings or significantly Impair the value thereof. The existing campus consists of an 8 -story assisted living facility (to remain) and approximately 62 duplex/, triplex and quadplex dwellings (229 independent living units) and ancillary uses that were constructed in the mid- 196O's and as such are approaching the practical life span of buildings of this nature. The replacement of the majority of these structures (44 of 62 buildings) with a new, state - of -the -art development that incorporates high quality adult living services and building and landscape architectural features and design will not only enhance the visual quality for the adjoining property owners, but will without question positively impact property values in the general vicinity. As identified in the landscape and building elevation plans, the architectural details and embellishments included as part of the Mediterranean Revival building design, as well as the handsome landscape package used to enhance the all of buildings and property boundaries within the proposed development will surely improve the value of adjoining properties and encourage redevelopment, if desired, for the adjoining property owners. Additionally, while many of the properties in this area are commercial in nature, the influx of new, higher -end senior residents will produce an economic boost for these commercial entities. Finally, the adjoining residential uses to the east and west of the property will be buffered by attractive fencing, existing mature vegetation, as well as proposed supplemental landscape features to ensure the privacy of all parties. Again, as identified above the layout of this site allows consistent development types to be located in close proximity to each other As such, no deleterious impact on any of the adjoining property owners is anticipated. 3. The proposed development will not adversely affect the health or safety or persons residing or working In the neighborhood of the proposed use. The health, safety and welfare of residents and persons in the area will be greatly improved as a result of this application due to 1 ) the removal of dated dwelling units; 2.) the inclusion of a stormwater management system that meets current Local, Regional and State criteria; 3 ) the certification of the existing bridges on site to confirm that the structures can support the 80,000 lb weight limit required by the City of Clearwater Fire and Rescue Department; 4.) the upgrade of existing sewer and water lines that are in a dilapidated state, which in some locations includes cracking, leaking and blockage; 5 ) the removal of existing vegetation and trees that due to poor conditions create a safety hazard to the residents and visitors of the site, 6.) the inclusion of a upgraded, ADA design compliant sidewalk throughout the campus that will allow for safe and efficient pedestrian circulation through the site and out to Gulf - to -Bay Blvd and Sky Harbor Blvd; 7.) The inclusion of a fire suppression system for use in the primary building to ensure the safety of the residents and workers; 8.) the conformity of all site and building design requirements included in the Clearwater Fire Protection Design and Construction Guidelines; 9 ) the use of fencing, secluded landscaping and a gated roadway system to ensure the privacy of residents and adjoining property owners, as well as the safety and security of residents on site; and 10.) the upgrade to site lighting through the use of new, decorative street lighting and pedestrian bollards that ensures safe and effective nighttime vehicle and pedestrian travel but utilize shielding technology to eliminate potential light trespass on adjoining properties. For all the reasons stated, the proposed development will have no adverse impact on the health, safety or general welfare of persons residing or working on -site or in the neighborhood. J \ 02026102026002 OOIDOCTerrnits \City of ClearwateMesidenhal Infill Proles app_CDB_resub_rev_request doc Page 3 of 12 1 1 1 1 1 1 r r 1 1 r r 4 The proposed development is designed to minimize traffic congestion The intent for the proposal is to provide as many of the day -to -day necessities of senior living on -site to limit the number of off - campus trips and will include full dining facilities, a day spa and salon, and a workout facility. The proposed development will incorporate four (4) buses to transport residents to local shopping and retail venues on a daily basis to help limit the number of single vehicle trips from the campus. As a result of the proposed redevelopment, only 318 new weekday and 44 PM Peak additional vehicle trips are anticipated. Additionally, golf carts will be provided to the residents that live in the cottages outside of the primary building. While this will not minimize trips, it will promote the use of alternative fuel vehicles by minimizing the use of gas powered vehicles for short trips within the campus. 5 The proposed development is consistent with the community character of the Immediate vicinity of the parcel proposed for development The proposed development will actually be an enhancement to the character of this immediate vicinity in that all of the proposed buildings will incorporate a high-, quality Mediterranean Revival architectural design that is mildly eclectic, but certainly unique to the immediate vicinity. This will be done in a manner that will not overwhelm the existing neighborhood fabric, as the scale of the proposed development will be subsumed by the preservation of numerous existing mature trees and enhanced by the inclusion of an abundant landscaping package. The increased height of the proposed primary building, while of lesser height than the existing ALF building that has existed for over 40 years without any deleterious impact on surrounding property owners, will allow the area's primary amenity, its natural beauty, to be preserved and enjoyed by the residents and adjoining property owners for years to come. Additionally, an abundant level of new landscaping is proposed along the proposed lines of the redeveloped areas and around all proposed buildings. The level of landscaping proposed by the project will ensure that the natural beauty of the area is enhanced and continues to flourish. 6. The design of the proposed development minimizes adverse effects, Including visual, acoustic and olfactory and hours of operation Impacts, on adjacent properties Numerous techniques have been incorporated into the overriding design of the project to limit any impacts on the adjoining property owners, as well as the residents of the development. The primary design feature that will minimize all of the above listed impacts will be the use of ornamental fencing in areas where the proposed development site abuts a residential use and a generous amount of landscaping within required buffer areas As such, the buffering capabilities of the ornamental fence will be enhanced through the use of a substantial landscape buffer that dampens visual and acoustical impacts that may occur from the proposed senior living campus, which is minimal, but also decreases visual and acoustical impacts on the proposed residents from the adjoining property owners. Additionally, the implementation of an environmentally conscious building layout and the use of a parking study to determine the true need of on -site parking has afforded the preservation of numerous mature trees on -site which provide a natural visual and acoustical buffer for the adjoining property owners, minimizes the developments impact on the natural environment and promotes the overall visual quality of the entire area. As the proposed development is primanly residential in nature, there is minimal impact anticipated due to atypical hours of operation, with the exception of the 24 -hour care provided by the Skilled Nursing and Assisted Living components. While care will be provided for this use on a 24 -hour basis, it shall be noted that the existing assisted living facility has operated since 1966 without any deleterious impacts on the adjoining property owners and the existing HarbourWood Health and Rehab Center has been in operation since 1996. The service area for the proposed site will be enclosed in a masonry wall, enhanced by a landscape buffer and will utilize a delivery and trash pick -up schedule consistent with that recommended by staff and required by code. Finally, the roof of the proposed primary building is designed to ensure that all roof top mechanical units are appropriately screened from all adjoining property owners, visitors to the site and residents. J \ 02026 \02026002 00 \DOG \Permits \City of Glearwater\Residentral Infill Protect app_CDB_resub_rev_request doc Page 4 of 12 WRITTEN SUBMITTAL REQUIREMENTS: (Residential Infill Project Criteria) ❑ Provide complete responses to the seven (7) RESIDENTIAL INFILL PROJECT CRITERIA — Explain how each criteria is achieved, in detail 1. The development or redevelopment of the parcel proposed for development is otherwise Impractical without deviations from the intensity and development standards While it would be possible to develop the site with the same number of units and not ask for a deviation to the permitted height or required setbacks, it could not be done in a manner that would preserve as many trees as are being preserved through the proposed site and building design with the requested deviations. It has been the Applicant's intention from the beginning of this design process to preserve as many trees as possible, as it is understood that the existing tree inventory is one of the features that makes the site so impressive and desirable. It shall be noted that we met with Mr. Rick Albee and walked the site to discuss the trees we intended to preserve and remove Mr. Albee stated that this is one of the only times he could remember that an Applicant conducted a tree inventory prior to designing the site. The additional height from the 30 feet permitted to 82 feet allows for a primary building design that incorporates a smaller building footprint and therefore decreases the amount of the site that gets disturbed by site improvements and allows for the preservation of numerous trees. It shall be noted that no new non - conforming setback situations are being created as a result of this application A front setback reduction in the Commercial zone along Gulf to Bay Blvd is for a substantially conforming existing sign that has been in place for numerous years and is in conformance with all other code requirements relative to height and area. As stated, the sign has existed for numerous years without deleterious impact to surrounding property owner or drivers and is not being alter as part of the plan, except to replace in -kind the sign face to the new campus name. A front setback reduction along Cross Blvd from 25 feet to one -foot is requested to allow a portion an existing parking lot serving the ALF tower to remain in its current location. This pavement has existed in its current configuration since 1966 without any deleterious impact on adjoining property owners and no impact is anticipated as a result of this application. A reduction to the side east setback from ten feet to five feet is also requested to allow the existing roadway configuration to remain as is. This roadway has existed since 1966 without any impact to adjoining property owners and re- aligning the roadway could impact the existing trees along the property line. A reduction to the side (west) setback in the Commercial zone from 10 feet to two feet is requested to allow a portion an existing parking lot serving the ALF tower to remain in its current location. This pavement has existing in its current configuration since 1966 without any deleterious impact on adjoining property owners and no impact is anticipated as a result of this application. A reduction to the side (north) setback is requested from 10 feet to zero to existing pavement. The location of this pavement is adjacent to a vacant parcel of land and has existed without impacting the adjoining property owner. As such, the Applicant requests that this pavement remain in its current configuration until the entire northern portion of the site is redeveloped. A request to permit an increased building height of the existing ALF tower in the Commercial Zone from the permitted 25 feet to 81 feet is also being made. This building received a termination of non - conforming use to allow a 94-bed assisted living facility to remain in operation. As such, this increased configuration is the only way a 94 bed ALF could operate on site while meeting other bulk and area code requirements This building has been in existence for over 40 years and the height has not had any deleterious impact on any property owners. A reduction to the front (west) setback in the proposed MHDR zone along Sky Harbor Dr from 25 feet to 21 feet (to existing building) is requested This non - conforming situation is not being exacerbated as a result of the application and has existed without any impact on adjoining property owners for over 40 years. As such moving this building 4 feet and placing the facility elsewhere on site would disturb the mature vegetative plantings that exist on site. A reduction to the side (west) setback in the proposed MHDR zone along at the southeast corner of the adjacent HarbourWood facilities lot from 10 feet to 5 feet is being requested. This request is made to permit a portion of the re- aligned Loving Lane roadway to travel in an appropriate path for truck and car travel and to also allow sufficient width to accommodate fire truck access. The re- aligned Loving Lane will allow each of the 2 entities, HarbourWood and Bella Terra, to function separately and independently in a safe and secure manner that allows each entity's delivery and solid waste trucks to travel only within the area devoted to each facility. Under the current configuration, Loving Lane is utilized by service and delivery vehicles and creates a conflict for fire and emergency access and daily vehicular traffic. This will re- alignment of Loving Lane provide HarbourWood with a formal delivery and service area that is separate from daily traffic movement while allowing for safe and sufficient access for emergency management vehicles As such, this request will not negatively impact the adjacent property owner, but will J \ 02026\02026002 00\D0C\Pennds\Cdy of Clearwater\Residenbal Infill Proiect_app_CDB_resub_rev_request doc Page 5 of 12 1 1 1 1 1 1 allow a more functional situation for both properties. A reduction to the side (east) setback in the MHDR zone is being requested from 10 feet to 5 feet in order to allow an existing roadway that has been in place for 40 years to remain in Its current configuration. It shall be noted that while a reduced setback is being requested to allow this existing non - conforming situation to remain, it is being requested to ensure that existing mature trees located along the roads perimeter to the west are preserved and not impacted by unnecessary roadway construction. Numerous steps have been taken to maintain the life and health of all trees on site and realigning this existing roadway would unnecessarily impact these trees. Additionally, it shall be noted that a decorative fence and vegetative buffer within the 5 foot setback is being installed to minimize any impact on the adjacent property owner. As such, the granting of this existing non - conforming situation will not have any impact on the adjoining property owner and will ensure the health of several existing mature trees. A deviation from the City's Code from 581 parking spaces to 426 parking spaces is requested, however there are no parking ratios established for Attached Senior Housing, or Independent Living Units, and the code suggests using the Multi- family Attached Dwelling ratio to determine the required number of spaces. It is understood by all parties involved that the vehicle use habits of typical multi - family attached housing tenants and senior housing tenants are drastically different and do not warrant the same parking ratios. As such, the Parking Sufficiency Study, Included as Attachment "D ", identifies real word parking ratios generated by a nearly identical mix of senior living uses that the Applicant operates in Gainesville and are confirmed by ITE's Parking Generation Study, 3rd Edition. The number of parking spaces required by the City for this project would unnecessarily increase the amount of impervious surface on the site with no added benefit. This would be detrimental to the environment as it would reduce natural groundwater recharge and produce additional locations where cars could park and leak vehicle fluids and solvents on to the pavement and eventually into the stormwater management system, thereby unnecessarily degrading water quality; and would increase the heat island effect on the site due to the increased black top; all of which is contrary to sustainable development. As a condition of approval for this development application, the Applicant acknowledges and consents that when future redevelopment takes place in areas not being disturbed at this time it must conform to the Land Development Code standards in place at-that time and that the approval to allow these existing non - conforming circumstances to remain in these undisturbed locations as a result of this development application package does not eliminate the basic obligation of the Applicant to meet setback requirements In these locations in the future. A reduced landscape buffer along Cross Blvd from 10 feet to 1 foot is requested to allow an existing drive isle to remain in place. Altering this roadway would unnecessarily impact existing trees to adjust a road that has existed for over 40 years, which could cause permit damage to those trees. A reduction to the easterly landscape buffer from 7 feet to 5 feet to allow existing drive isle to remain is also requested to allow a road that has existed for 40 years to remain in place without any detriment to adjoining property owners. Re- aligning this road to the west by even 2 feet would impact the existing trees that are being preserved, which was included as a comment from Rick Albee during DRC. Again, the Applicant has take painstaking efforts to ensure that as many trees as possible are preserved on site and moving this road to gain 2 feet in buffer area at the potential expense of the very trees we are attempting to preserve is reckless and unnecessary. To mitigate the reduced buffer width, additional plantings and an ornamental fence will be place in the existing 5 foot buffer area. A reduction to the buffer along the west side from 5 feet to 2 feet to an existing drive isle for the ALF tower parking lot that has been in place for over 40 years is also requested. Re- aligning this pavement could unnecessarily impact existing vegetation and require the alteration of existing site conditions without benefit, as the condition has existed without an impact on adjoining property owners and the Applicant has agreed to increase the landscaping In this area to help mitigate the effects. A reduction to the northern buffer from 10 feet to zero to existing pavement. The location of this pavement is adjacent to a vacant parcel of land and has existed without impacting the adjoining property owner. As such, the Applicant requests that this pavement remain in its current configuration until the entire northern portion of the site is redeveloped. A new buffer reduction along the southeast corner of the nursing home property from 10 feet to 5 feet Is being requested with the intent of allowing the primary building to be placed in a location to limit the impacts on existing trees and wetlands, while providing a 23 -foot fire lane (Loving Lane) that is at least 20 feet from any portion of the building, as required for conformance with the Clearwater Fire Protection Design and Construction Guidelines, thereby ensuring appropriate life safety standards are maintained. As a condition of approval for this development application, the Applicant acknowledges and consents that when future redevelopment takes place in areas not being disturbed at this time it must conform to the Land Development Code standards in place at that time and that the approval to allow J % 02026 \02026002 000OCTennrtslCrty of ClearwaterlResidential Infill Project _app_CDB_resub_rev_request doc Page 6 of 12 these existing non - conforming circumstances to remain in these undisturbed locations as a result of this development application package does not eliminate the basic obligation of the Applicant to meet buffer and landscape requirements in these locations in the future. A list of all setback and buffer deficiencies and is included in Attachment "B ". 2 The development of the parcel proposed for development as a residential infill project will not materially reduce the fair market value of abutting properties. (Include the existing value of the site and the proposed value of the site with the Improvements ) The improvements proposed as part of this application will clearly increase the market value of adjoining property owners due to the high quality building architecture that will be included as part of this state -of- the -art, full service senior living and care faculty. Additionally, at approximately 2,220 square feet the selling price of the six (6) proposed duplex cottages (18, 2- bedroom units) on the Tampa Bay will be well above the selling point of the typical residential units in the vicinity. While there is no question that the building will be a display of exceptional architectural design, the site will continue to maintain its existing natural quality due to the care taken in placing the buildings, sidewalks and parking areas in a manner that preserves an abundant number of the existing tree inventory at the site. Additionally, the natural state of the site will be enhanced and complimented by a landscape plan that is sensitive to the natural beauty of the site and offers subtle enhancement where necessary, but dynamic augmentation where needed. According to the Pinellas County Property Appraiser data, the 2007 Just Market Value and Assessed Value both were $13,600,000 for the entire 31.12 -acre parcel. It shall be noted that we are redeveloping approximately 19.2 acres of the 31.12 -acre parcel, or 61 %. It is anticipated that the total value of this redevelopment project is $75,000,000. 3 The uses within the residential infill project are otherwise permitted in the City of Clearwater The proposed Assisted Living, Nursing Home and Independent Living (Attached Dwelling) uses are permitted within the proposed MHDR Zone (Case No. REZ2008- 07007) and within the City of Clearwater The portion of the site in the C Zone will continue to provide Assisted Living units for an undetermined amount of time. While this use is permitted in the City of Clearwater, it is not specifically permitted in the C Zone, but was granted a termination of non - conforming status on January 25, 2002, as part of FL 01 -10- 33. 4. The uses or mix of use within the residential infill project are compatible with adjacent land uses The proposed mix of uses (Assisted Living units and Independent Living units) has existed on this parcel since 1966 without any deleterious impact on the surrounding property owners. Since the construction of the site in 1966, the HarbourWood Health and Rehab Center was built in 1996 and has apparently existed in harmony with adjacent land uses and provides an identical use that the Applicant is introducing to the campus, Nursing Home beds. It was decided to place the proposed duplex cottages along the easterly portion of the site, as they will be closest to the existing single family residential home on the adjoining property to the east Additionally, the proposed duplex cottages will be the closest buildings to the adjoining mobile home park to the southwest While the proposed and existing uses are compatible, measurements are being taken to provide appropriate buffering in the way of fencing and landscaping to ensure that the privacy and quality of life of all parties involved is not impacted 5. The development of the parcel proposed for development as a residential infill project will upgrade the immediate vicinity of the parcel proposed for development As previously stated, the proposed development will enhance the character of this immediate vicinity due to the use of an eclectic Mediterranean Revival architectural design that is unique to the immediate vicinity. It will be done in a manner that will not overwhelm the existing neighborhood fabric, but will be subsumed by the numerous mature trees being preserved and enhanced by the inclusion of new landscaping features. Also, the replacement of the majority of existing dilapidated structures with new, state of the buildings that incorporate high quality building and landscape architectural features and design will not only enhance the visual quality for the adjoining property owners, but will without question positively impact property values in the immediate vicinity The adjoining J \02026 \02026002 000OC\Permits \City of ClearwateAResidentral Infill Protec_app_CDB_resub_rev_request doc Page 7 of 12 1 1 1 t 1 A 1 t i t I 1 1 A 1 r r residential uses to the east and west of the property will be buffered by attractive fencing and the existing mature vegetation, as well as enhanced by the proposed supplemental landscaping to ensure the privacy of all parties. Again, the consciences design techniques incorporated into the overall development ensure a limited impact on the natural vitality of the area and upgrade to the character. 6 The design of the proposed residential infill project creates a form and function that enhances the community character of the Immediate vicinity of the parcel proposed for development and the City of Clearwater as a whole. The care taken to ensure that the character of the site and the area as a whole will not be degraded, but upgraded, is established by the projects form, as evident by the decision to utilize a building that has a decreased footprint that preserves the natural aesthetic beauty and character of the area and the proposed /continued use of the site as a senior living and care facility, which has functioned since 1966. The community character in this area is built on the natural beauty provided by the trees, natural vegetation and views of the Tampa and the form established by the proposed development embraces these amenities to the fullest extent, while providing a needed use (senior living and care) that can function as a model for the City. Again, when we met with Mr. Rick Albee and walked the site to discuss the trees we intended to preserve Mr Albee stated that this is one of the only times he can remember that an Applicant conducted a tree inventory prior to designing the site. 7. Flexibility In regard to lot width, required setbacks, height and off- street parking are justified by the benefits to community character and the immediate vicinity of the parcel proposed for development and the City of Clearwater as a whole Clearly for all of the above reasons stated the flexibility requests for additional building height, setback reductions, reduction to the required number of parking spaces and reduction to the required buffers are justified and can be granted without detriment to the public good or surrounding property owners, as the project is consistent with and complementary to the existing character and uses in the immediate vicinity, is actually less intensive then uses that have existing for over 10 years, has been designed in such a manner that will preserve the natural beauty and aesthetic quality of the area and is supported by a parking sufficiency study that determined the appropriate amount of parking for the specific uses proposed to help reduce the sites impact on stormwater quality and quantity, as well as reduce the amount of heat islands effect by limited the amount of unnecessary impervious surface . Additionally, the granting of the application will not impair the intent or purpose of the zoning district, zoning code or Comprehensive Master Plan, as these uses have been contemplated by the City and the deviations requested produce an improved project over what would be produced without the requested deviations at no detriment to surrounding property owners. Finally, the proposed infill redevelopment project is consistent with the Goals, Objectives and Policies of the Future Land Use Element and Housing Element of the Comprehensive Master Plan. J \02026 \02026002 00 \130C\Permits \City of ClearwateAResidential Infill Proles _app_CDB_resub_rev_requestdoe Page 8 of 12 1 �J t I 1 1 1 1 1 1 1 1 y A 1 1 E. STORMWATER PLAN SUBMITTAL REQUIREMENTS: (City of Clearwater Storm Drainage Design Criteria Manual and 4- 202.A.21) 1p/ A STORMWATER NARRATIVE MUST BE SUBMITTED WITH ALL APPLICATIONS. All applications that Involve addition or modification of impervious surface, Including buildings, must include a stormwater plan that demonstrates compliance with the City of Clearwater Storm Drainage Design Criteria manual. A reduction in Impervious surface area does not qualify as an exemption to this requirement ,4 If a plan Is not required, the narrative shall provide an explanation as to why the site Is exempt. )� At a minimum, the STORMWATER PLAN shall include the following; ,Q Existing topography extending 50 feet beyond all property lines, JW Proposed grading including finished floor elevations of all structures; J0 All adjacent streets and municipal storm systems, Proposed stormwater detention /retention area including top of bank, toe of slope and outlet control structure, A narrative describing the proposed stormwater control plan including all calculations and data necessary to demonstrate compliance with the City manual. Proposed stormwater detention /retention area including top of bank, toe of slope and outlet control structure, Signature and seal of Florida Registered Professional Engineer on all plans and calculations COPY OF PERMIT INQUIRY LETTER OR SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT (SWFWMD) PERMIT JW SUBMITTAL (SWFWMD approval is required prior to issuance of City Budding Permit), if applicable ❑ ACKNOWLEDGEMENT OF STORMWATER PLAN REQUIREMENTS (Applicant must initial one of the following): Stormwater plan as noted above is included Stormwater plan is not required and explanation narrative is attached At a minimum, a grading plan and finished floor elevations shall be provided. CAUTION — IF APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR A STORMWATER PLAN AND NONE HAS BEEN SUBMITTED, APPLICATION MUST BE RESUBMITTED AND SIGNIFICANT DELAY MAY OCCUR. If you have questions regarding these requirements, contact the City Public Works Administration Engineering Department at (727) 5624750 F. SUPPLEMENTAL SUBMITTAL REQUIREMENTS: (Code Section 4- 202.A) .� SIGNED AND SEALED SURVEY (including legal description of property) — One original and 14 copies; TREE SURVEY (Including existing trees on site and within 25' of the adjacent site, by species, size (DBH 4" or greater), and location, including drip lines and Indicating trees to be removed) — please design around the existing trees; Jf� TREE INVENTORY, prepared by a "certified arborist ", of all trees 4" DBH or greater, reflecting size, canopy (drip lines) and condition of such trees, �C LOCATION MAP OF THE PROPERTY, PARKING DEMAND STUDY In conjunction with a request to make deviations to the parking standards (I a Reduce number of spaces). Prior to the submittal of this application, the methodology of such study shall be approved by the Community Development Coordinator and shall be in accordance with accepted traffic engineering principles. The findings of the study will be used in determining whether or not deviations to the parking standards are approved; SEE ATTACHMENT "D" GRADING PLAN, as applicable, ❑ PRELIMINARY PLAT, as required (Note: Building permits will not be issued until evidence of recording a final plat is provided), ❑ COPY OF RECORDED PLAT, as applicable; J \02026 \02026002 00\D0C\Permds \City of Clearwater\Residentral Infill Projec _app_CDB_resub_rev_request doc Page 9 of 12 1 1 7� 1 1 1 t 1 \ 1 1 1 G. SITE PLAN SUBMITTAL REQUIREMENTS: (Section 4- 202.A) X 'SITE PLAN with the following Information (not to exceed 24" x 36 "): Index sheet referencing individual sheets Included In package; North arrow, Engineering bar scale (minimum scale one Inch equals 50 feet), and date prepared, All dimensions; Footprint and size of all EXISTING buildings and structures; Footprint and size of all PROPOSED buildings and structures; All required setbacks; All existing and proposed points of access, _ All required sight triangles; Identification of environmentally unique areas, such as watercourses, wetlands, tree masses, and specimen trees, including description and location of understory, ground cover vegetation and wildlife habitats, etc, Location of all public and private easements; Location of all street rights -of -way within and adjacent to the site, Location of existing public and private utilities, Including fire hydrants, storm and sanitary sewer lines, manholes and Ilft stations, gas and water lines, All parking spaces, driveways, loading areas and vehicular use areas; Depiction by shading or crosshatching of all required parking lot interior landscaped areas; Location of all solid waste containers, recycling or trash handling areas and outside mechanical equipment and all required screening {per Section 3- 201(D)(I) and Index #701); Location of all landscape material; Location of all onsrte and offsite storm -water management facilities, Location of all outdoor lighting fixtures; and Location of all existing and proposed sidewalks. SITE DATA TABLE for existing, required, and proposed development, in written/tabular form: EXISTING REQUIRED PROPOSED Land area in square feet and acres; Number of EXISTING dwelling units; Number of PROPOSED dwelling units, Gross floor area devoted to each use; Parking spaces total number, presented in tabular form with the number of required spaces, Total paved area, including all paved parking spaces & driveways, expressed in square feet & percentage of the paved vehicular area, Official records book and page numbers of all existing utility easement; Building and structure heights, Impermeable surface ratio (I S R); and Floor area ratio (F A R ) for all nonresidential uses 4 REDUCED COLOR SITE PLAN to scale (8' /z X 11), FOR DEVELOPMENTS OVER ONE ACRE, provide the following additional Information on site plan One -foot contours or spot elevations on site, Offsite elevations If required to evaluate the proposed stormwater management for the parcel; _ All open space areas, Location of all earth or water retaining walls and earth berms; Lot Imes and building lines (dimensioned); Streets and drives (dimensioned); Building and structural setbacks (dimensioned), Structural overhangs; J \0202602026002 0000C \Permits \City of Clearwater\Residential Infill Prated _app_CDB_resub_rev_requestdoc Page 10 of 12 r, w 1 1 r 1 A 1 t 1 H. LANDSCAPING PLAN SUBMITTAL REQUIREMENTS: (Section 4- 1102.A) Ike LANDSCAPE PLAN with the following information (not to exceed 24" x 36 ")* All existing and proposed structures; Names of abutting streets; Drainage and retention areas including swales, side slopes and bottom elevations; Delineation and dimensions of all required perimeter landscape buffers, Sight visibility triangles; Delineation and dimensions of all parking areas including landscaping islands and curbing; Existing trees on -site and immediately adjacent to the site, by species, size and locations, including driplines (as indicated on required tree survey); Location, size, and quantities of all existing and proposed landscape materials, indicated by a key relating to the plant schedule; Plant schedule with a key (symbol or label) indicating the size, description, specifications, quantities, and spacing requirements of all existing and proposed landscape materials, including botanical and common names; Typical planting details for trees, palms, shrubs and ground cover plants including instructions, soil mixes, backfilling, mulching and protective measures, Interior landscaping areas hatched and /or shaded and labeled and interior landscape coverage, expressing in both square feet and percentage covered, Conditions of a previous development approval (e.g conditions imposed by the Community Development Board), Irrigation notes REDUCED COLOR LANDSCAPE PLAN to scale (8' /�X 11), COMPREHENSIVE LANDSCAPE PROGRAM application, as applicable. Landscape associated with the Comprehensive Landscape Program shall exceed minimum Code requirements to offset the areas where minimum Code will not be met. I. BUILDING ELEVATION PLAN SUBMITTAL REQUIREMENTS: (Section 4- 202.A.23) BUILDING ELEVATION DRAWINGS —with the following information, All sides of all buildings; Dimensioned; Colors (provide one full sized set of colored elevations); Materials; REDUCED BUILDING ELEVATIONS — same as above to scale on 8' /I X 11. J. SIGNAGE: (Division 19. SIGNS / Section 3 -1806) ❑ All EXISTING freestanding and attached signs; Provide photographs and dimensions (area, height, etc), indicate whether they will be removed or to remain ❑ All PROPOSED freestanding and attached signs; Provide details including location, size, height, colors, materials and drawing; freestanding signs shall include the street address (numerals) ❑ Comprehensive Sign Program application, as applicable (separate application and fee required). ❑ Reduced signage proposal (8 M. X 11) (color), if submitting Comprehensive Sign Program application. J 102026 \02026002 001D0C \Permits \City of ClearwaterlResidential Infill Proted_app_CDB_resub_rev_request doc Page 11 of 12 1 1 1 1 �I 1 1 t K. TRAFFIC IMPACT STUDY: (Section 4- 202.A.13 and 4- 801.C) 17 Include If required by the Traffic Operations Manager or his /her designee or if the proposed development. ■ Will degrade the acceptable level of service for any roadway as adopted in the Comprehensive Plan. ■ Will generate 100 or more new vehicle directional trips per hour and /or 1000 or more new vehicle trips per day. • Will affect a nearby roadway segment and /or intersection with five (5) reportable accidents within the pnor twelve (12) month penod or that islon the City's annual list of most hazardous intersections. Trip generation shall be based on the most recent edition of the Institute of Transportation Engineer's (ITE) Trip General Manual The Traffic Impact Study must be prepared in accordance with a " Scoping Meeting" held with the Traffic Operations Manager and the Planning Department's Development Review Manager or their designee (727 - 562 -4750) Refer to Section 4 -801 C of the Community Development Code for exceptions to this requirement. Acknowledgement of traffic impact study requirements (Applicant must Initial one of the following). Traffic Impact Study is Included. The study must include a summary table of pre- and post - development levels of service for all roadway legs and each turning movement at all intersections Identified in the Scoping Meeting. ,1 A Traffic Impact Study Is not required. SEE ATTACHMENT "E" FOR PROPOSED AND EXISTING TRIP GENERATION 'U 1\ RATES CAUTION — IF APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR A TRAFFIC IMPACT STUDY AND NONE HAS BEEN SUBMITTED, APPLICATION MUST BE RESUBMITTED AND SIGNIFICANT DELAY MAY OCCUR. If you have questions regarding these requirements, contact the City Public Works Administration Engineering Department at (727) 562- 4750. L. FIRE FLOW CALCULATIONS/ WATER STUDY: Provide Fire Flow Calculations. Water Study by a FIRE PROTECTION ENGINEER to assure an adequate water supply is available and to determine if any upgrades are required by the developer due to the impact of this project The water supply must be able to support the needs of any required fire sprinkler, standpipe and/or fire pump. If a fire pump Is required the water supply must be able to supply 150% of its rated capacity. Compliance with the 2004 Florida Fire Prevention Code to Include NFPA 13, MFPA 14, NFPA 20, NFPA 291, and MFPA 1142 (Annex H) Is required. i Ackn ledgement of fire flow calculations/water study requirements (Applicant must initial one of the following): Fire Flow Calculations/Water Study is included. SEE ATTACHMENT "G" Fire Flow Calculattons/Water Study is not required. CAUTION — IF APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR A FIRE FLOW CALCULATIONS/ WATER STUDY AND NONE HAS BEEN SUBMITTED, APPLICATION MUST BE RESUBMITTED AND SIGNIFICANT DELAY MAY OCCUR. If you have questions regarding these requirements, contact the City Fire Prevention Department at (727) 562 -4334 M. SIGNATURE: I, the undersigned, acknowledge that all representations made in this application are true and accurate to the best of my knowledge and authorize City representatives to visit and photograph the proderty described in this application. Signature of property owner or representative STATE OF FLORIDA, COUNTY OF PINELLAS S orn tt and subscribed before me this 'f -day of [�L►�.� ,r A.D. 20 nd/or by who i personally known has produced is Tr as Identification. ary public, commission J \ 02026 \02026002 00 \D0C\Permits \City of Clearwater\Residential Infill IPage 12 of 12 Diane McKibben 6an0td7HruTwyfehitr.mreem1w.- o 1 11 C I w 1 L' N. AFFIDAVIT TO AUTHORIZE AGENT: 1 Provide names of ALL property owners on deed — please PRINT full names BVG Acquisition Inc - 4300 N W 89" Blvd , Gainesville, FL 32606 -0749 2. That (I am/we are) the owner(s) and record title holder(s) of the following described property (address or general location). 2855 Gulf to Bay Blvd (17/29/161030061000/0200) BASKIN'S REPLAT RESUB PT OF LOT 2 DESC FROM NE COR OF LOT 1 TH E 60FT & S 190FT FOR POB TH E 135.2FT (short legal) 3. That this property constitutes the property for which a request for a (describe request) Residential Infill Site Plan Application has been submitted to redevelop a majority portion of the existing campus to allow for new Skilled Nursing, Assisted Living, Memory Support and Independent Living units I 3 That the undersigned (has/have) appointed and (does /do) appoint Marc A Mariano and /or Bryan L. Zarienga of TBE Group, Inc. located at 380 Park Place Blvd. Clearwater FL 33759 as (his /their) agent(s) to execute any petitions or other documents necessary to affect such petition, 4 That this affidavit has been executed to induce the City of Clearwater, Florida to consider and act on the above described property, 5 That site visits to the property are necessary by City representatives in order to process this application and the owner authorizes City representatives to visit and photograph the property described in this application, 6 That (Uwe), the undersigned authority, hereby certify that the foregoing is �ead correct. roperty nerCn . dU�4min� } \:vl Property Owner Property Owner Property Owner STATE OF FLORIDA, COUNTY OF PINELLAS Before me the undersigned, an officer duty commissioned by the laws of the State ok Florida, on this c3 s— day of cv a ooq( personally appeared - j G� ,rt �l`,t� who having been first duly sworn Deposes and says that he /she fully understands the contentsbf the affidavit that he /she signed. Notary Public Signature rt........ . U w.nM.MiMMte NANCY B. RUSSEL! Fi ,515.",+' Comm1 DD0426657 My Commission Expires ��= Expires 01412WS L z Bonded thru (aWM32 -4U4 Y Floda Notery Assn W4 ................................ .tt.itN..N Notary Seal /Stamp i f� If 4 f f a ► i i � o S .� CD c CD u 11 C I k 11 C °Clearwater Planning Department 100 South Myrtle Avenue Clearwater, Florida 33756 Telephone: 727 - 562 -4567 Fax: 727 -562 -4865 ❑ SUBMIT ORIGINAL SIGNED AND NOTARIZED APPLICATION ❑ SUBMIT 14 COPIES OF THE ORIGINAL APPLICATION - Plans and application are required to be collated, stapled, and folded into sets ❑ SUBMIT FIRE PRELIMARY SITE PLAN N/A ❑ SUBMIT APPLICATION FEE $ N/A CASE #. RECEIVED BY (staff initials): DATE RECEIVED: * NOTE: 15 TOTAL SETS OF INFORMATION REQUIRED (APPLICATIONS PLUS SITE PLAN SETS) FLEXIBLE DEVELOPMENT APPLICATION Comprehensive Infill Project (Revised 04/24/2007) PLEASE TYPE OR PRINT— A. APPLICANT, PROPERTY OWNER AND AGENT INFORMATION: (Code Section 4- 202.A) APPLICANT NAME: MAILING ADDRESS' PHONE NUMBER: CELL NUMBER- PROPERTY OWNER(S): List ALL owners on the deed AGENT NAME: MAILING ADDRESS. PHONE NUMBER: CELL NUMBER: BVG Acquisitions Inc. 4300 N.W. 89 Blvd, Gainesville, FL 32606 352.337.8686 FAX NUMBER: 352.337.8610 n/a EMAIL: n/a BVG Acauisitions Inc. 4300 N.W. 89' Blvd, Gainesville, FL 32606 1 Marc Mariano, AICP, PP and/or Bryan Zarlenga, PE TBE Group Inc. 380 Park Place Blvd. Clearwater, FL 33759 727.431.1605 FAX NUMBER. 727.431.1777 727.492.6750 EMAIL mmarianoatbel?Toup.com B. PROPOSED DEVELOPMENT INFORMATION: (Code Section 4- 202.A) PROJECT NAME: STREET ADDRESS PARCEL NUMBER(S) PARCEL SIZE (acres) LEGAL DESCRIPTION. PROPOSED USE(S): Bella Terra on the Bay 2855 Gulf to Bay Blvd 17/29/16/03006/000/0200 PROJECT VALUATION: $ 75 31.12 PARCEL SIZE (square feet): 1,355,587 BASKIN'S REPLAT RESUB PT OF LOT 2 DESC FROM NE COR OF LOT 1 TH E 60FT & S 190FT FOR POB TH E 135.2FT (short legal) See Attachment "A" for Full Legal Infill redevelopment of a 19.2 -acre portion of an existing 31.12 -acre senior living campus. Total Proposed New Uses - 156 Independent Living Units, 40 Nursing Home Beds & 76 Assisted Living Beds. 138 of the Independent Living Units, the 40 Nursing Home Beds & 76 Assisted Living Beds will be located in one (1) primary building; while 18 Independent Living Units will be located in nine (9) duplex cottages. Uses To Remain — 94 Assisted Living Beds and 73 Independent Living Units J 102026\020260D2 00\D0C\Pennds \City of Clearwater\Comp_ Infill_ app _CDB_submittal_rev_request.doc Page 1 of 2 i r 0 1 C. SIGNATURE: I, the undersigned, acknowledge that all representations made in this application are true and accurate to the best of my knowledge and authorize City representatives to visit and photograph the Hfoperty described In this application. /, i t Signature of property`owner or representative STATE OF FLORIDA, COUNTY OF PINELLAS Syycfgqrn o nd subscribed before me this 1 ifk day of (JMb e r A D 20 D to me and/or by who ersonall known has produced '-r- i /• c e'�_s P as identification. C � NQLab public, My commission expires: J \02026 \02026002 000OCTennits\City of Clearwater\Comp_ Infill_ app _CDB_submittal_rev_requestdoc Page 2 of 2 Commission DD 800916 Expires August 14, 2012 &ri&d Thu rwy Fein Mume eola185-7011 e Flexible Development approval for the redevelopment of the overall 31.12 acre - property zoned Commercial (C) District, Office (0) District and proposed Medium High Density Residential (MHDR) District (companion rezoning Case No. REZ2008- 07007) to permit a total of 229 attached dwellings (Independent Living Units) (73 units existing to remain, 156 units proposed), a total of 40 nursing home beds (proposed) and a total of 170 beds of assisted living facility (94 beds existing to remain; 76 beds proposed); (A) In the Commercial (C) District with a lot area of 2.45 acres, a lot width of 200 feet along Gulf to Bay Blvd (north) and a total of 210 ft along Cross Blvd, a front (north) setback along Gulf to Bay Blvd of 4 ft (to existing sign) and 28 ft (to existing pavement), a front (east) setback along Cross Blvd of one -foot (to existing pavement), a front (north) setback along Cross Blvd of 25 ft (to proposed guardhouse), a side (east) setback of 5 feet (to existing DESCRIPTION OF REQUEST pavement), a side (west) setback of 2 feet (to existing pavement), a side (north) setback of Specifically nu mber of units or identify the request (include nu zero feet (to existing pavement) and a building height of 81 ft (to roof deck of existing square footage of non- assisted living facility building), as a Comprehensive Infill Redevelopment Project in the residential use and all Commercial (C) District, under the provisions of Sec. 2- 704.C; (B) In the proposed Medium requested code deviations; a g. High Density Residential (MHDR) District with a lot area of 28.33 acres, a lot width along reduction in required number of parking spaces, specific use, Sky Harbor Dr. of 282 ft, a reduction to the front (west) setback along Sky Harbor Dr from etc 25 to 21 ft (to existing building), a reduction to the side (east) setback from 10 to 5 ft (to existing pavement), a reduction to the side (west) setback at the southeast corner of the adjacent nursing home parcel from 10 to 5 ft (to proposed pavement), an increase to building height from 30 to 82 ft (to top of roof of proposed building) and a reduction to the required number of parking spaces from 583 to 426 parking spaces, as a Residential Infill Project under the provisions of Sec. 2 -304 G; and (C) Reductions to perimeter buffers along Cross Blvd (east) from 10 ft to one -foot (to existing pavement), along the east side from 7 to 5 ft (to existing pavement), along the west side from 5 to 2 ft (to existing pavement), along the north side from 10 ft to zero ft (to existing pavement) and at the southeast corner of the adjacent nursing home parcel from 10 ft to 5 ft (to proposed pavement), as a Comprehensive Landscape Program under the provisions of Sec 3- 1202.G. C. SIGNATURE: I, the undersigned, acknowledge that all representations made in this application are true and accurate to the best of my knowledge and authorize City representatives to visit and photograph the Hfoperty described In this application. /, i t Signature of property`owner or representative STATE OF FLORIDA, COUNTY OF PINELLAS Syycfgqrn o nd subscribed before me this 1 ifk day of (JMb e r A D 20 D to me and/or by who ersonall known has produced '-r- i /• c e'�_s P as identification. C � NQLab public, My commission expires: J \02026 \02026002 000OCTennits\City of Clearwater\Comp_ Infill_ app _CDB_submittal_rev_requestdoc Page 2 of 2 Commission DD 800916 Expires August 14, 2012 &ri&d Thu rwy Fein Mume eola185-7011 e O 'U C3 b O 'O � r 1 fl F r I I °Clearwater Planning Department 100 South Myrtle Avenue Clearwater, Florida 33756 Telephone: 727 -562 -4567 Fax: 727 - 562 -4865 ❑ SUBMIT ORIGINAL SIGNED AND NOTARIZED APPLICATION ❑ SUBMIT 14 COPIES OF THE ORIGINAL APPLICATION -Plans and application are required to be collated, stapled and folded into sets CASE NUMBER RECEIVED BY (Staff Initials) DATE RECEIVED NOTE: A TOTAL OF 15 SETS OF THIS APPLICATION AND ALL SUPPORTING DOCUMENTATION IS REQUIRED TO BE SUBMITTED IN CONJUNCTION WITH A COMPLETE LEVEL ONE OR LEVEL TWO APPLICATION. COMPREHENSIVE LANDSCAPE PROGRAM (Revised 04/24/2007) PLEASE TYPE OR PRINT— APPLICANT, PROPERTY OWNER AND AGENT INFORMATION: (Code Section 4- 202.A) APPLICANT NAME: BVG Acquisition Inc. MAILING ADDRESS 4300 N.W. 89t Blvd, Gainesville, FL 32606 PHONE NUMBER 352.337.8686 FAX NUMBER 352.337.8610 CELL NUMBER n/a' EMAIL n/a PROPERTY OWNER(S) List ALL owners on the deed AGENT NAME: MAILING ADDRESS PHONE NUMBER CELL NUMBER 1. ARCHITECTURAL THEME: BVG Acquisition Inc. 4300 N.W. 89th Blvd, Gainesville, FL 32606 Marc Mariano, AICP, PP and/or Bryan Zarlenga, PE TBE Group Inc. 380 Park Place Blvd. Clearwater, FL 33759 727.431.1605 FAX NUMBER 727.431.1777 727.492.6750 EMAIL a The landscaping in a Comprehensive Landscape Program shall be designed as a part of the architectural theme of the principal buildings proposed or developed on the parcel proposed for the development The proposed landscaping has been designed to compliment the architectural theme of the principal buildings proposed Palms and shade trees will offset the height of the building and help to blend it with the existing mature tree canopy. A large enclosed courtyard, pool deck, and memory garden will provide interesting landscaped spaces in and around the building, taking advantage of the unique topography and providing both active and passive recreation areas for residents. OR ' b The design, character, location and /or materials of the landscape treatment proposed in the Comprehensive Landscape Program shall be demonstrably more attractive than landscaping otherwise permitted on the parcel proposed for development under the minimum landscape standards 2. COMMUNITY CHARACTER: The landscape treatment proposed in the Comprehensive Landscape Program will enhance the community character of the City of Clearwater J 102026102026002 ook60CXPermitslCity of ClearwateriComp_Landscape app CDB_Submrttal rev request doc Page 1 of 3 Canopy coverage is an important community characteristic to the City of Clearwater. The proposed landscape takes special measures to preserve over 60% of the existing canopy. In addition, new trees, 64% of which are canopy trees, have been strategically placed in the landscape design to enhance the Bella Terra campus and replace the canopy that will be lost during development. The main entrance to the campus will be given a face lift with an updated sign and new landscaping. These improvements will enhance the aesthetic value along the S.R. 60 corridor. 3. PROPERTY VALUES: The landscape treatment proposed in the Comprehensive Landscape Program will have a beneficial impact on the value of the property in the immediate vicinity of the parcel proposed for development The required landscape buffers were a challenge to meet with the sites existing features and unusual property boundary. However, adequate landscaping was provided for most of the boundary's with a few exceptions These exceptions are called out on the Landscape Calculations exhibit, sheet L3.11. Due to the existing location of Cross Boulevard, the required 7' buffer (with decorative fence) requirement was not met along the east property line. Instead, the existing five foot wide area will contain a decorative fence, and a 3' hedgerow. Trees were only proposed along a 100' section of this buffer because existing canopy in the adjacent property covers the nearly the entire length. The remaining trees that were required along this buffer were placed elsewhere in the site. The landscape improvements proposed around the cottages that will be directly adjacent to this property will be aesthetically pleasing and well- maintained for the neighbors viewing. ' The property line along the south edge stretches across the bay and adequate landscaping was provided for the buffer requirement along the west property line. Due to the existing sidewalk and cottage locations along the northern edge of the existing adjacent nursing home, the 10 foot buffer requirement can not be met. To amend this situation, more than adequate landscaping has been provided along the other two property edges that meet the facility. Furthermore, the Harbor Woods will benefit from new landscape improvements across the Bella Terra Campus. Ornamental and canopy trees, shrubs and groundcover will be planted along the decorative fence in a cohesive pattern, creating a pleasing view from the windows of the adjacent land owners. Additionally, the required 10 foot landscape buffer at the southeasterly comer of the Harbour Wood facility is not able to be met due to a re- aligned Loving Lane. However, currently no buffer or screening exists between the 2 facilities and as a result of this application a minimum 5 foot buffer will be provided and will include landscaping and decorative fencing. An updated landscape treatment has been proposed at the secondary entrance to the property at Sky Harbor Drive. Along the northern edge of the property boundary, existing creeks and drainage swales and existing power lines created several areas where canopy trees and shrubs could not be provided. However, the required trees along that edge have been place throughout the site in other areas and the Owner understands that as a condition of approval all future development in areas not included as part of this proposed application shall conform to code buffer requirements at the time of redevelopment. Therefore the shrub requirement will proposed along the existing chainlmk fence throughout this area providing a buffer between the commercial zone and the existing residents when that future development takes place. Overall, the trees required in the mentioned buffers have been provided, if not directly in the buffers, then across the campus in other areas on the plan. Special measures have been taken to preserve the existing beauty of the campus and its invaluable existing tree canopy The proposed landscape improvements will add to and accentuate that existing beauty. A waiver is being requested for the requirement of wheel stops in existing parking spaces. The appropriate wheel stops have been placed in all the necessary proposed parking spaces. The Owner has future redevelopment plans in the locations of existing parking areas and understands that any development of those areas will need to fully conform to code at the time of development. (See Site Plan Application ##FLD2008 -0512 for all site conditions) 4. SPECIAL AREA OR SCENIC CORRIDOR PLAN: The landscape treatment proposed in the Comprehensive Landscape Program is consistent with any special area or scenic corridor plan which the City of Clearwater has prepared and adopted for the area in which the parcel proposed for development is located N/A J 102026102026002 001D0CIPerm1tslCrty of Cl earwaterlComp __Landscape_app_CDB_Submittal rev request doc Page 2 of 3 THE LANDSCAPING REQUIREMENTS OF An i ICLE 3, DIVISION 12 MAY BE WAIVED OR MODII -iCD AS A PART OF A LEVEL ONE OR LEVEL TWO APPLICATION, AS THE CASE MAY BE, IF THE APPLICATION FOR DEVELOPMENT APPROVAL INCLUDES A COMPREHENSIVE LANDSCAPE PROGRAM, WHICH SATISFIES THE ABOVE CRITERIA THE USE OF LANDSCAPE PLANS, SECTIONS ! ELEVATIONS, RENDERINGS AND PERSPECTIVES MAY BE NECESSARY TO SUPPLEMENT THE INFORMATION PROVIDED ON THIS WORKSHEET SIGNATURE: I, the undersigned, acknowledge that all representations made in this application are true and accurate to the best of my knowledge and a thonze City representatives to visit and photograph the pr erty describ in this application Signature of p perty ow ei o s—eriiatwe STATE OF FLORIDA, COUNTY OF PINELLAS Sworn to and subscribed before me this day of 0a r— AD 20m ndlor by , who i ersonally known as produced r,, yLr '5 / it rc s cE idenfficabon ota public, mmission expires Commission DD 800916 Expires August 14, 2012 Bonded Thru Troy Fain Uwurance 90o-385-7019 J 102026102026002 000OCIPermitslCity of CleanvaterlComp_Landscape app_CDB_Submittal rev request doc Page 3 of 3 3. WE la FIT-mq If Attachment "A" BASKIN'S REPLAT RESUB PT OF LOT 2 DESC FROM NE COR OF LOT 1 TH E 60FT & S 190FT FOR POB TH E 135.2FT TH S42DE 34.61FT TH N48DE 100.1FT TH E 912.88FT TH N 150FT TH E 20OFT TH S 150.02FT TH E 60.02FT TH S 1031.83FT TH S34DW 672.87 FT TH N39DW 819FT(S) TH N51DE 52.16FT TH N34DW 40 FT TH N14DE 21.51FT TH N51DE 154.86FT TH N61DE 4.55FT TH N39DE 27.26FT TH N42DW 67.34FT TH N31DW 141.97FT TH N27DW 181.44FT TH S42DW 113.46FT TH S82DW 112.08FT TH N28DW 13.51FT TH S66DW 25.55FT TH N23DW 34.80FT TH S62DW 88.09FT TH N39DW 262FT(S) TH N 278FT(S) TO POB & ADJ SUBM LAND ON SE J• \02026 \02026002 00 \DOC\Permits \City of Clea water\AttachmentA_legal _ desc doe o 'Il ®�� ; .; °` �� °� l+ A.`7 h P e ° a � i° q � �I �\ u .JT d t �� 4 11 e ii � I' r� i�l 1' u IV � � � o k�„ . '�� i 5 e f 4 t �� 1�, ®I ' ie a h 9^ � u F a �, _J e a A ' o J ` � �,i �. W �� . �E � �- ,'�' � , .. �� o � Attachment "B" Request for Setback & Landscape Buffer Encroachments Commercial Zone 1. A reduction to the front (north) setback along Gulf to Bay Blvd from five to four feet (to existing sign), 2. A reduction to the front (east) setback along Cross Blvd from 25 feet to one -foot (to existing pavement), 3. A reduction to the side (east) setback from 10 to five feet (to existing pavement), 4. A reduction to the side (west) setback from 10 to two feet (to existing pavement), 5. A reduction to the side (north) setback from 10 to zero feet (to existing pavement), and 6. An increase to building height from 25 to 81 feet (to roof deck of existing assisted living facility building). Medium High Density Residential (proposed) 1. A reduction to the front (west) setback along Sky Harbor Drive from 25 to 21 feet (to existing building), 2. A reduction to the side (east) setback along Cross Blvd from 10 feet to 5 feet (to existing pavement), 3. A reduction to the side (west) setback along the southeasterly property line of the adjacent, nursing home facility from 10 feet to five feet (to proposed pavement), 4. An increase to building height from 30 to 82 feet (to top of roof for proposed building), 5. A reduction to the required number of parking spaces from 581 to 426 parking spaces, and * *See Site Plan Sheet SC3.09 for a location of proposed setback encroachments. Landscape Buffer Encroachment 1. Along Cross Blvd (east) from 10 feet to one -foot (to existing pavement), 2. Along the east side from seven to five feet (to existing pavement), 3. Along the west side from five to two feet (to existing pavement), 4. Along the north side from 10 feet to zero feet (to existing building and pavement) and 5. At the southeasterly corner of the adjacent nursing home parcel from 10 feet to five feet. * *See Landscape Plan Sheet L3.11 for a location of proposed buffer encroachments. r11 J : \02026\02026002.00\DOC\Permits \City of ClearwaterUttachmentB _ setback_list.doc Y �v .a. r1- 1 r f� t �kka�ma�k "�' lk I #: 2006049711 BK: 14922 PG: 1724, 02/09/2006 at 11:33 AM, RECORDING 4 PAGES $35.50 D DOC STAMP COLLECTION $118300.00 KEN BURKE, CLERK OF COURT PINELLAS COUNTY, FL BY DEPUTY CLERK: CLKDU04 35• sO ,�: , V 61) This instrument prepared by (aR P. Queirolo,'` -mot k HOLLAND & HNIGHT--LLP P. O. Box 1288 Tampa, FL *h Ii88 1729l6-0300&-PQ, A-000 Property Appy Ps; Parcel Identificatib *umber(s) if ?_RY, i SPECIAL WARRANTY DEED -The Grantor, Morton Plant Mease Life Services, Inc., a Florida not - for -profit co, porfa`tzon (d/b /a Bayview Gardens, successor by merger to Bayview Gardens Idot�s"'g, Inc., Congregational House, Inc., and Morton Plant Life Services, Inc.), whose mailing address is 300 Pinellas Street, Clearwater, FL 33756, in .vpfiiideration of ten dollars and other valuable considerations received from the hereby grants and conveys to the Grantee, BVG Acquisition Inc., a Florida "pat -for -profit corporation, whose mailing address is 4300 N. W. 89 Blvd., Gainesville, FL 32606 -0749, the real property in Pinellas County, Florida, described on attached Exhibit A. As against all persons claiming by, through, or under the Grantor, the Grantor hereby covenants that the property is free of all encumbrances, subject to lien` for real estate taxes not yet due and payable and to all other matters set forth on attached Exhibit B, that lawful seisin of and good right to convey the property are vested in the Grantor, and that the Grantor hereby fully warrants the title to the property and will defend the same against the lawful claims of all persons claiming by, through, or under the Grantor. Dated this day of 2006. Signed in the presence of Morton PIant Mease Life Services, Inc. a Florida not - for -profit corporation By: Denton W. Crockett, Jr., as its President r t i 1 1 1 1 1 1 1 PINELLAS COUNTY FL OFF. REC. BK 14922 PG 1725 STATE OF FLORIDA COUNTY OF �> S r- The foregoing instrument was acknowledged before me this day of an 248$; ;by Denton W. Crockett, Jr., as President of Morton Plant Mease Life Servir0s,, Inc., a Florida not - for -profit corporation, d/b/a Bayview Gardens, success-&' - `y merger to Bayview Gardens Housing, Inc., Congregational House, Inc.,cl`1Qorton Plant Life Services, Inc., on behalf of the not - for -profit corporationti ", = � �'ie or she is personally known to me/has produced i2d rmm 4 as identification. # 3524970 vl X Printed/Typed0fame:_ Notary Public -State of _ Commission Number: — My Commission Expires: 2 (SEAL) 1 My c Burnt RoqXn rr4ta2 °°rmtotretu A#iTD06 �S WE a,C PINELLAS COUNTY FL OFF. REC, BK 14922 PG 1726 IT A Parcel No. l: A tract of land lying within Section 17, Township 29 South, Range 16 East, Pinellas County, Florida, and being more pariicularly�esei$ed as follows: Commence at the Nord lwe�s6 comer of Block 2 of "A RESUB OF BASKIN'S REPLAT", as recorded in Plat Book 24, page 1t2;;o the Public Records of Pinellas County, Florida; thence North 89° 46' O1" East along the North lid e.vf skid Block 2, 1206.41 feet for a POINT OF BEGINNING; thence continue North 89 ° 46'01- Eastadist icc of 200.00 feet; thence leaving said line South 000 37'03" West a distance of 150.02 feet; thcrice;'Ii<irth 89° 46'01 - East a distance of 60.01 feet; thence South 00° 37'03" West a distance of 76QOOrfck thence South 89° 46' Ol" West a distance of 191.21 feet; thence North 38° 27'39" West a distdiiee b630.94 feet; thence North 890 46'01" East a distance of 139.84 feet; thence North 00° 3T 03" "$ stance of 150.02 feet to the POINT OF BEGINNING. Parcel N42 A trach� land lying within Section 17, Township 29 South, Range 16 East, Pinellas County, Florida, and bck mod particularly described as follows: CoinmCmce at the Northwest corner of Block 2 of "A RESUB OF BASKIN'S REPLAT ", as recorded in at Book 24, page 42, of the Public Records of Pinellas County, Florida; thence North 890 46'01- East <` ateng'the North line of said Block 2, 1206.41 feet; thence continue North 89146'01" East a distance of LOQ 00 feet; thence leaving said line South 00° 3T 03" West a distance of 150.02 feet; thence North 89° . 46' O1" East a distance of 60.01 feet; thence South 00° 37'03" West a distance of 260.00 feet for a '..•• POINT OF BEGINNING; thence continue South 00° 37'03" West a distance of 967.93 feet; thence South 69° 21'23" West a distance of 314.28 feet; thence South 52° 28'54" West a ,distance of 215.00 feet; thence North 39° 01' 06" West a distance of 654.81 feet; thence North 50° 58'50" East a distance of 52.16 feet; thence North 34° 14'53" West a distance of 40.00 feet; thence North 131 41' 04" East a distance of 21.51 feet; thence North 50° 45148" East a distance of 154.86 feet; thence North 610 21'53" East a distance of 4.55 feet; thence North 39° 11'48" East a distance of 22.26 feet; thence North 42° 12'55" West a distance of 67.34 feet; thence North 31 ° 09' 17" West a distance of 141.97 feet; thence North 27° 02'4 V West a distance of 181.44 feet; thence South 42° OT 22" West a distance of 113.46 feet; thence South 82° 16 09" West a distance of 112.08 feet, thence North 27° 46'45" West a distance of 13.51 feet; thence South 65° 46' 35" West a distance of 25.55 feet; thence North 23° 27'38" West a distance of 34.80 ' feet; thence South 62° 09'34" West a distance of 88.09 feet; thence North 39° 01'06" West a distance of 260.77 feet; thence North 00° 13'59" West a distance of 282.35 feet; thence North 89° 46'01" East a distance of 135.20 feet; thence South 41° 34' 50" East a distance of 34.65 feet; thence North 480 24'08" East a distance of 99.89 feet; thence North 89° 46'01" East a distance of 77129 feet; thence South 38° 27' 39" East a distance of 330.94 feet; thence North 89° 46' 01" East a distance of 191.21 feet to the POINT OF BEGINNING. Parcel No. 3: Non - Exclusive perpetual easements) for ingress, egress, and utilities as set forth in Declaration of Non - Exclusive Easements and Maintenance Agreement, recorded in Official Records Book 11602, Page 1568, of the Public Records of Pinellas County, Florida. 11 PINELLAS COUNTY FL OFF. REC. BK 14922 PG 1727 EXIMIT B If • � k�J • 1. Easement(s) gran leif- orthe City of Clearwater recorded July 2, 1963, in Official Records Book 1712, Page 34&,-6f the Public Records of Pinellas County, Florida. -2. Easement(s),'O%pted to the City of Clearwater recorded June 16, 1965, in Official Records Book b1� , Page 498, of the Public Records of Pinellas County, Florida. 3. Easeme4t(4. granted to the City of Clearwater recorded September 9, 1965, in Official Records jB 04,2224, Page 664, of the Public Records of Pinellas County, Florida. 4. Easeme4nt(s'�granted to Florida Power and Light Company recorded October 22, 1965, in OfficRecbrds Book 2252, Page 636, of the Public Records of Pinellas County, Florida. 5. E ` ��nt{a) granted to Florida Power Corporation recorded July 12, 1966, in Official R�c $ook 2419, Page 280, of the Public Records of Pinellas County, Florida. 6. Easeihent(s) granted to Florida Power Corporation recorded November 14, 1973, in �Y?ffjcial Records Book 4103, Page 53, of the Public Records of Pinellas County, Florida. 7. #t - 4E sement(s) granted to the City of Clearwater recorded July 15, 1975 in Official Records ...took 4309, Page 63, of the Public Records of Pinellas County, Florida. n8: i Terms, covenants, conditions 'and other matters contained in the Cable Lease Agreement recorded January 6, 1984, in Official Records Book 5677, Page 101, of the Public Records of Pinellas County, Florida. 9. Easement(s) granted to Florida Power Corporation recorded December 1, 1995 in Official Records Book 9180, Page 511, of the Public Records of Pinellas County, Florida. 10. Easement(s) granted to the City of Clearwater recorded December 14, 1985, in Official Records Book 9192, Page 2174, of the Public Records of Pinellas County, Florida. 11. Easement(s) granted to the City of Clearwater recorded August 21, 1996 in Official Records Book 9440, Page 506, of the Public Records of Pinellas County, Florida. 12. Terms, covenants, conditions, easement(s) and other matters contained in the Declaration of Non - Exclusive Easements and Maintenance Agreement recorded October 1, 2001, in Official Records Book 11602, Page 1568, of the Public Records of Pinellas County, Florida. 13. Terms, covenants, conditions, easement(s) and other matters contained in the Declaration of Non - Exclusive Cross Access Easements and Maintenance Agreement recorded February 8, 2002, in Official Records Book 11831, Page 868, of the Public Records of Pinellas County, Florida. 14. Terms, covenants, conditions and other matters contained in the Easement Agreement recorded May 28, 2002, in Official Records Book 12023, Page 1386, of the Public Records of Pinellas County, Florida. 15. Easement(s) as disclosed by document recorded December 27, 1967, in Official Records Book 2741, Page 742, of the Public Records of Pinellas County, Florida. Fl A r 1 I II t 1 ALTA/ ACSM LAND . TITLE SURVEY SECTION -17 TOWNSHIP 2J SOUTH, RANG y6 BAST CITY OR CL�ARWAT�R, PIN�LLAS COUNTY,_ �LORI�A EASEMENT LIST- 5. rights, if any, of the public to use as a public beach or recreational area, any part of the land lying between the body of water abutting said burl described in Schedule A and the nature] Imo of vegetation, bluff, extreme high water line or other apparent boundary separating the publicly used area from the upland private or eq and any right of access thereto. Applies one] AH.cts subject property, nothing to plot. described Schedule 7. Any eloim to any Portion of the 4and bed In Sedule A which lies below the mean high water lime of Tampa Bay and other adjacent waters, if any. Applies and Affects subject property, nothing to plot 8 As to any portion of the premises herein described which Is (a) submerged land or is (b) artificially filled in land, artificially exposed land, or any land accreted the-tq in what was formerly navigable waters, this Commitment err Policy is subject to the right of the United States government arising by reason of Its control over navigable waters in the interest of navigation and commerce. Applies and Affects subject property, nothing to plot 9 Easement(s) granted to the City of Clearwater recorded July 2, 1963, in Official Records Book 1712, Page 345, of the Public Records of Pinellas County, Florida. Applies and Affects subject property as shown 10 Easement(.) granted to the City of Clearwater recorded July 1B. 1963, in Official Records Book 1721, Page 715, of the Public Records of Pinellas County, Florida. Does not Apply or Affect subject property. 11 Declare tion of Easement recorded October 5, 1964, m Official Records Book 2014, Poge 702, of the Public Record. of Pinellas County, Florida Apples one] Affects subject property as shown 12 Eosament(s) granted to the City of Clearwater recorded June 16, 1965, in Official Records Book 2174, Page 498, of the Public R ... rds of Pinellas County, Flonda_ Applies and Affects subject property, blanket in nature 13 Eusernenl(s) granted to the City of Clearwater recuraed September 9, 1965, in Official Records Book 2224, Page 664, of the Public Records of Pinellas County, Florida Applies and Affects sl.blecl property, blanket in nature 14 Eosement(s) granted to Florida Power and Light Cornpanv recorded 0.l aser L� 1765, in elffierai Ftecaras @oOK LLaL, Poge bib. of the Public Records of Pinellas County, Florida Applies and Affects subject property. blanket in nature. 15 Easement(.) granted to Florida Power Corporation recorded July 12. 1966, In Official Records Book 2419, Page 280, of the Public Records of Pinellas County, Florida Applies and Affects subject property. blanket in nature 16 Easement(s) granted to Florida Power Corporation recorded November 14, 1973, in Official Records Book 4103, Page 53, of the Public Records of Pinellas County, Florida Applies and Affects subject property, blanket in nature_ 17 Eosement(s) granted to the City of Clearwater recorded July 15, 1975 in Official Records Book 4309, Page 63, of the Public Records of Pinellas County, Florida. Applies end Affects subject property as shown. 1B Terms, covenants, conditions and other matte eontnine4 in the Cable a Lese Agree- ent recorded January 6, 1984, in Official Records Book 5677, Page 101, of the Public Records of Pinellas County, Florida Applies and Affects subject property, blanket in nature. 19 Terms, covenants, conditions and other matters contained in the Regulatory Agreement recorded November 3, 1986, in Official Records Book 6352, Agreement 159, recorded Public Records of Pinellas County, Florida Not a survey matter 20 Easement(.) granted to Florida Power Corporation recorded December 1, 1995 in Official Records Book 9180, Page 511, of the Public Records of Pinellas County, Florida. Applies and Affects subject property, blanket In nature. 21 Easement(s) granted to the City of Ceorwatrr recorded December 14, 1985, in Official Records Book 9192, Page 2174, of the Public Records of Pinellas County, Florida. Applies and Affects subject property as shown. 22 Eosemant(s) granted to the City of Clearwater recorded August 21, 1996 In Official Records Book 9440, Page 506, of the Public Records of Pinellas County, Florida. Applies and Affects subject property, blanket in m atur.- 23 Terms, coven m ants, conditions, eoseent(s) and other matters contained in the Declaration of Non - Exclusive Easements and Maintenance Agreement recorded October 1. 2001, In Official Records Book 11602, Page 1568, of the Public Records of Pinellas County Florida Applies ond Affects subject property as shown 24 Terms, covenants. conditions, easement(.) and other matters contained In the Oeclarotion of Non - Exclusive Cross Access Easements and Mantenonce Agreement recorded February 8. 2002, m Offcial Records Bock 11831, Poge 868, of the Public Records o1 Pinellas County, Florida. Applies and Affects subject property, blanket in nature. 25 Terms, covenants, conditions am) other of contained in the Eosem.nt Agreement recorded May 28, 2002, in Offi —I Records Book 12023, Page 1386, of the Public Records' of Pinellas County. Florida Applies and Affects subject property as shown 27 Eosements as disclosed by document recorded December 27, 1967, in Official Records Book 2741, Page 742, of the Public Records of Pinellas County, Florida. Applies and Affects subject property as shown BAYVIEW GARDENS a 0" STREET GULF TO BAY BOU EVARO SR. 60 a1�0@Y�JYF9FIL CAUSEWAY ° Yd 3 \JJ e _n 11 _ 9TE "'U"As' _ OLD TAMPA BAY \/I<--:ifVI"TY K D 7— SURVEYOR'S NOTES: I ) The denpdwi mnim,d tacos deame a9 P-Prty maaa.rd h Ch-" no. hixra,e. 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Swe-st flrfde weir Nas.ey_nri, 0kbld m Jewry S 2006 6) Tor J pw" 4esae.d wni emit pi d wilt s IWLM 6) Oat d rdd Sorry W130 10E LEGAL DESCRIPTION- Parcel No. is A tract of land lying within Section 17, Township 29 South, Ronga 16 East Pinellas County, Flaridq one] being mote partcularly descTbed as fol lows Commence at the Northwest comer of Block 2 of 'A RESUB OF BASKINS REPLAY', as recorded In Plat Book 24, page 42, of the Public Records of Pinellas County, Florida: thence North 89'46. 01' East along the North line of said Black 2. 1206.41 feet for o POINT OF BEGINNING, thence continue North 89'46' 01' East a distance of 200.00 feet; thence leaving said fin. South 0037' 03' West a distance of 150.02 feet; thence North 89'46. 01' East a distance of 6001 feet. thence South 00'37' 03' West a distance of 260.00 feet; thence South 89'46. 01' West o distance of 191.21 feet. thence North 38' 27' 39' West a distance of 33094 feet' thence North 89'45' 01' East a distance of 139 84 feet; thence North 00'37' 03' East a distance of 150 02 feet to the POINT OF BEGINNING. Containing 106,916 Square feet -2.45 Acres More or Less. Parcel Nat A tract of land lying within Section 17, Township 29 South, Range 16 East Pinellas County. Florida, and being more particularly described os follows Commence at the Northwest corner of Block 2 of A RESUB OF BASKINS REPLAY, as recorded m Plat Book 24, page 42, of the Public Records of Pinellas County, Florida; thence North 89'46' 01' East along the North line of sold Block 2. 1206.41 feet. thence continue North 89' 4601' East a distance of 200 00 feet, thence leaving said line South 0037' 03' West a distance of 150 D2 feet; thence North 89.46' 01' East a distance of 60 01 feet; thence South 00' 37" 03' West a distance of 260.00 feet for a POINT OF BEGINNING, thence continue South DO' 37' 03' West a distonce of 967 93 feet; thence South 69'21' 23' West a distance of 314.28 feet. thence South 52728' 54' West a distance of 215 00 feet: thence North 39' 0' 06' West a distance of 654 81 feet; thence North 50' 58' 50' East o d--t.... of 52 15 feet: thonce North 34' 14' 53' West a distance of 40.00 feet; thence North 13' 41' 04' East a distance Of 21 N feet; thence North 50'45' 48' East a distance of 154 86 feet; thence North 61' 21' 53' East a distance of 4 55 feet thence North 39' 111 48' East a distance of 22.26 feet, thence North 42' 12' 55' West a distence of 67.34 feet; thence North 31' 09' 17' West a distance of 141.97 feet, thence North 27' 02' 41' West a distance of 181 44 feet; thence South 42'071 22' West o distance of 11346 feet; thence South 82' 16' 09' West a distance of 11205 feet, thence North 276" '4 45' West a distance of 13.51 feet. thence South 6546' 35' West a distance of 25.55 feet thence North 23'27'38' West a distance of 34 80 fact; thence South 62' 09. 34' West a distance of 88.09 feet; thence North 39'01'06' West a distance of 260.77 feet_ North 00'13. 59' ]Nest o distance of 282.35 feet, thence North 89.46' Dl' East a distance of 135 20 feet; thence South 41' 34' 50' East o distance of 34.65 feet: there. North 48' 24' 08' East a distance of 99 89 fret; thence North 89' 46' 01' East o distance of 771.29 feet; then.. South 38' 27' 39' East a distance of 33094 feet; thence North 89' 46' 01' East a distance of 191.21 feet to the POINT OF BEGINNING on Ctaining 1,248,570 Square Feet - 28.66 Acres More - Less. Parcel No. 3 Non - Exclusive perpetual easements for Ingress, ogre" and utilities as set forth In Declaration of Non- Exclusive Easements and Maintenance Agreement, recorded In 0 fcial Records Book 11611602, Page 1568, of the Public Records of Pinellas County, Florida. C:RTi=,:7 TG- SVG ACOJl51 -,IOx IaC -07: T-.: R_5-W.:',71.5 `3R T ^= Z_I f 4v� ' 332 25.1-42 5'A -" SASS 3k SJ:J:.. R3':K" 73� v, •_ -CrA_Yr.— 441 O' T.1: cr. O• C1a x n 332 3:'WR13t5 w: AZ i.k45_ TG 37--- va.: Y:DiJN 3t S- a 5137.TiA- 35Z= C5'01U. -fol 5 OR 5- 511!C: 5J_[ RSTR'� �SrS Nix LEGAL DESCRIPTION- Parcel No. is A tract of land lying within Section 17, Township 29 South, Ronga 16 East Pinellas County, Flaridq one] being mote partcularly descTbed as fol lows Commence at the Northwest comer of Block 2 of 'A RESUB OF BASKINS REPLAY', as recorded In Plat Book 24, page 42, of the Public Records of Pinellas County, Florida: thence North 89'46. 01' East along the North line of said Black 2. 1206.41 feet for o POINT OF BEGINNING, thence continue North 89'46' 01' East a distance of 200.00 feet; thence leaving said fin. South 0037' 03' West a distance of 150.02 feet; thence North 89'46. 01' East a distance of 6001 feet. thence South 00'37' 03' West a distance of 260.00 feet; thence South 89'46. 01' West o distance of 191.21 feet. thence North 38' 27' 39' West a distance of 33094 feet' thence North 89'45' 01' East a distance of 139 84 feet; thence North 00'37' 03' East a distance of 150 02 feet to the POINT OF BEGINNING. Containing 106,916 Square feet -2.45 Acres More or Less. Parcel Nat A tract of land lying within Section 17, Township 29 South, Range 16 East Pinellas County. Florida, and being more particularly described os follows Commence at the Northwest corner of Block 2 of A RESUB OF BASKINS REPLAY, as recorded m Plat Book 24, page 42, of the Public Records of Pinellas County, Florida; thence North 89'46' 01' East along the North line of sold Block 2. 1206.41 feet. thence continue North 89' 4601' East a distance of 200 00 feet, thence leaving said line South 0037' 03' West a distance of 150 D2 feet; thence North 89.46' 01' East a distance of 60 01 feet; thence South 00' 37" 03' West a distance of 260.00 feet for a POINT OF BEGINNING, thence continue South DO' 37' 03' West a distonce of 967 93 feet; thence South 69'21' 23' West a distance of 314.28 feet. thence South 52728' 54' West a distance of 215 00 feet: thence North 39' 0' 06' West a distance of 654 81 feet; thence North 50' 58' 50' East o d--t.... of 52 15 feet: thonce North 34' 14' 53' West a distance of 40.00 feet; thence North 13' 41' 04' East a distance Of 21 N feet; thence North 50'45' 48' East a distance of 154 86 feet; thence North 61' 21' 53' East a distance of 4 55 feet thence North 39' 111 48' East a distance of 22.26 feet, thence North 42' 12' 55' West a distence of 67.34 feet; thence North 31' 09' 17' West a distance of 141.97 feet, thence North 27' 02' 41' West a distance of 181 44 feet; thence South 42'071 22' West o distance of 11346 feet; thence South 82' 16' 09' West a distance of 11205 feet, thence North 276" '4 45' West a distance of 13.51 feet. thence South 6546' 35' West a distance of 25.55 feet thence North 23'27'38' West a distance of 34 80 fact; thence South 62' 09. 34' West a distance of 88.09 feet; thence North 39'01'06' West a distance of 260.77 feet_ North 00'13. 59' ]Nest o distance of 282.35 feet, thence North 89.46' Dl' East a distance of 135 20 feet; thence South 41' 34' 50' East o distance of 34.65 feet: there. North 48' 24' 08' East a distance of 99 89 fret; thence North 89' 46' 01' East o distance of 771.29 feet; then.. South 38' 27' 39' East a distance of 33094 feet; thence North 89' 46' 01' East a distance of 191.21 feet to the POINT OF BEGINNING on Ctaining 1,248,570 Square Feet - 28.66 Acres More - Less. Parcel No. 3 Non - Exclusive perpetual easements for Ingress, ogre" and utilities as set forth In Declaration of Non- Exclusive Easements and Maintenance Agreement, recorded In 0 fcial Records Book 11611602, Page 1568, of the Public Records of Pinellas County, Florida. °R7`°55�Ok L' SJRv"`^124 h4ATT�R PArCia�cn Z W cc S M CD 6, a� m mIIG N d0 e- 0 Y C q� mO t- U 1 r O a1 '~ m Y "I D I • M N O 2 ir) Z ill aJ r^ J n U h W J 0 C m rrr'yyy O � l- �r m z X U ¢ UJ w Y J Z S. 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N O v aO 1 Co O } r� z 2 T C p U) m J tiECTION 17 TOWNSHIP 29 SOUTH RANGE 16 EAST PINELLAS COUNTY, FLORIDA GRAPHIC SCALE GULF TO SAY BLVD. (S PL 60) n=) .LLw 50 IL 4- 0 T cl .1s A &B I Z cy ------------------ — A ------ — --- 771-2 ------- Z-4A!9r49L4.X'f ,PEA cc .771 AQW45'D7T F.1984-(R) lime 2 m. 6n ol A fll-" j4' w- ----- 4p —ow 711; --------- e ---------- LF W 5 10 Jl, z C R 0 S S a: S --- RC L ----------- 77i X 0 � W o z D 0 -- --------- --- 0 < M M L 'k lij j g YPAFh-'J= . 3 - 0, -2 UPLAND-27 ACRES 4 r E < - r7 rtat� WETLAND -166 ACRES ty v -elf > I L'i 0 .0 ?4 996 sq ft P A o N 0 2 Af jr R C E L N ------- 65 acres yll\ A I0. ir V It % V:.. 0 ZOW X j 3m Lj - Vol,, x NOT D INOLUDE D 117,871 sq ft 1 114; A rix ta"- �D o 271 acres . -✓fi A U) w < er MATCH W L I.N C' 0 E- 0 ly, Y. Ile N - -,t.P 'fe I 2 SHEET 2 0 3 SHEETS 0 m co Lo z m co X 7 M L 2 72 SCALE GRAPHIC 60 a c; NOT INCLUDEo 171 cles 4r MATcH CY J, .01 A R C E --- -------- x lk� N CO. 2 zo w Q ir 14, Ar Vx p Z 0 -I -U, Jr I j! -0 C, 1 fn Z-2 7,� o -------------------- -------- -- V, NXIL 3,415. 3,A, 0 to z 0 C) ro < LJ 2 n- V) O q 0 1 E- o a0 v co VO 0 O < 0 1111 a SHEETS -4 SHEET 3 OF 11 "r 1• to A\ A a e. L 2 72 SCALE GRAPHIC 60 a c; NOT INCLUDEo 171 cles 4r MATcH CY J, .01 A R C E --- -------- x lk� N CO. 2 zo w Q ir 14, Ar Vx p Z 0 -I -U, Jr I j! -0 C, 1 fn Z-2 7,� o -------------------- -------- -- V, NXIL 3,415. 3,A, 0 to z 0 C) ro < LJ 2 n- V) O q 0 1 E- o a0 v co VO 0 O < 0 1111 a SHEETS -4 SHEET 3 OF 11 INK __ r, I, l_ l� f L r Y l ti I' � o i i 1 ° a d � � CD t 9 i 1 1 s 1 R i y t ATTACHMENT "D" PARKING SUFFICIENCY STUDY For BELLA TERRA ON THE BAY A SANTAFE SENIOR LIVING COMMUNITY 2855 GULF -TO -BAY BOULEVARD Situated in the CITY OF CLEARWATER PINELLAS COUNTY, FLORIDA April 21, 2008 Revised July 2, 2008 Revised August 12, 2008 Prepared By: Marc A. Mariano, A.LC.P., P.P. Bella Terra on the Bay Parking Sufficiency Study ' April 21, 2008 - Revised August 12, 2008 Page 2 of 13 TABLE OF CONTENT nI. INTRODUCTION ......................................................................:............ ..............................3 I.A. Existing Conditions ........................................................................ ............................... 3 I.B. Proposed Development .................................................................. ............................... 4 II. PARKING ASSESSMENT II.A. City of Clearwater Parking Ratio Requirements ................... ............................... 6 II.B. Existing Parking Conditions ......................................................... ............................... 7 H.C. Proposed Parking Conditions ................................................... ............................... 8 H.D. Proposed Parking Generation Rates ........................................ ............................... 9 II.E. Conclusion .................................................................................... ............................... 11 APPENDIX 1 DECLARATION OF NON - EXCLUSIVE CROSSACCESS EASEMENT .............................................................. ............................... 12 APPENDIX 2 EXISTING PARKING SURVEY AT THE VILLAGE ............................. 13 t 1 1 1 i f 1 1 Bella Terra on the Bay Parking Sufficiency Study April 21, 2008 - Revised August 12, 2008 Pane 3 of 13 I. INTRODUCTION The Applicant is proposing to redevelop property located on the south side of Gulf to Bay Boulevard (S.R. 60) approximately 3,000 feet east of U.S. Highway 19 North at the southwest corner of Gulf to Bay and Cross Boulevard. The property is located in Section 17, Township 29 South, Range 16 East and consists of approximately 31.12 acres. The subject site is located within the City of Clearwater, an incorporated municipality within Pinellas County, with frontage on Gulf to Bay Boulevard, Cross Boulevard and Sky Harbor Drive. The surrounding properties consist of a single - family residential use to the east, a variety of non - residential uses including, retail, office and restaurant to the north, a mobile home park, a nursing home (HarbourWood Health and Rehab Center) and a fire station to the west, with Clearwater Mall located farther to the west. The site also contains frontage along the Tampa Bay to the south. I.A. Existing Conditions Currently, the subject site is developed with an 8 -story building, containing a 94 -bed Assisted Living Facility (ALF) located at the northeast corner of the site (2.45 acres) and 55 one -story garden residences containing 229 one- and two - bedroom Independent Living units for senior housing (defined as attached dwellings by the City Code) with ancillary maintenance and community buildings spread throughout the bulk of the property to the south (28.67 acres). As mentioned above, the entire site consists of 31.12 acres and contains a total of 323 living units (229 Independent Living Units and 94 Assisted Living Beds) devoted to a senior population. The following provides an overview of existing conditions. Existing Conditions -Total Assisted Living Beds 94 Independent Living Units 229 Existing Total 323 The site is accessed via two (2), two -way driveways with one (1) located at the northeast corner of the site (Cross Boulevard) that provides access to Gulf to Bay Boulevard and a second driveway at the northwest corner of the site that provides access to Sky Harbor Drive. The bulk 0 �I IJ III � i Bella Terra on the Bay Parking Sufficiency Study April 21, 2008 - Revised August 12, 2008 Page 4 of 13 of the property is accessed via a private, circular driveway that runs generally along the perimeter of the site and stems from Cross Boulevard. A second driveway, Loving Lane, bifurcates the property providing access to units located within the interior of the site. The subject site currently contains a total of 307 parking spaces throughout the campus that serve the 'total 323 senior living units. The aerial map below provides a graphic representation of the existing site conditions. I The subject site shares' its driveway access from Sky Harbor Drive with the adjacent HarbourWood Health and Rehab Center through a Non - Exclusive Cross Access Easement and Maintenance Agreement (See Appendix 1 for a copy of this easement). As a result of the proposed redevelopment the terms of this access easement will not be altered. I.S. Proposed Conditions The proposed infill redevelopment project includes one (1) new primary building approximately 82 feet in height and 368,000 square feet in total floor area that will be centrally located on the 1 .M I 411, " 1 'Ell go, u .�cy�..�#�' \'fi %/,)�� , ni�1� �C��s. �I}y *'ii�+.��'rm• cam �:' R'`- �"'�3Y x *"�r- - -{�t. yt'' ft +y: - L'� • ar. r ♦ r I The subject site shares' its driveway access from Sky Harbor Drive with the adjacent HarbourWood Health and Rehab Center through a Non - Exclusive Cross Access Easement and Maintenance Agreement (See Appendix 1 for a copy of this easement). As a result of the proposed redevelopment the terms of this access easement will not be altered. I.S. Proposed Conditions The proposed infill redevelopment project includes one (1) new primary building approximately 82 feet in height and 368,000 square feet in total floor area that will be centrally located on the 1 Bella Terra on the Bay Parking Sufficiency Study April 21, 2008 - Revised August 12, 2008 Page5of13 site and contain 40 nursing home beds, 76 assisted living beds, 64 one - bedroom and 74 two- bedroom independent living units (138 attached senior housing units), full dining and kitchen facilities, a day spa, work out center and community rooms. Additionally nine (9) new duplex cottages (totaling 45,735 square feet) will offer 18, two- bedroom independent living units, or attached senior housing units, outside of the primary building and located along the southerly and easterly portions of the site. The new building and site improvements are intended to be located on approximately 60% of the site and will allow 16 of the existing garden residences, containing 73 one- and two- bedroom independent living units, as well as the 8 -story 94 bed assisted living facility to remain. The following table provides an overview of proposed units �l and units to remain. I 111 1 Pro osed Develo ment s. Total Assisted Living Beds (existing beds to remain) 94 Independent Living Units — 1 and 2 Bedrooms (existing units to remain 73 Assisted Living Beds (new beds) 76 Nursing Home Beds (new beds) 40 Independent Living —1 and 2 Bedrooms (new units 156 Proposed Total 439 The proposed development includes a total of 426 parking spaces to support all of the end -users of the site, existing to remain and new units. As part of the proposed redevelopment project, access into and out the site and primary driveways through the site will not be altered. However, a manned gate house is proposed in the vicinity of the Gulf -to -Bay Boulevard entrance and a mechanical gate is proposed in the vicinity of the Sky Harbor Drive entrance and near the southerly intersection of Loving Lane and Cross Boulevard. t 0 1 I `1 11 1 1 1 n Bella Terra on the Bay Parking Sufficiency Study April 21, 2008 - Revised August 12, 2008 Page 6 of 13 II. PARKING ASSESSMENT II.A. City of Clearwater Parking Ratio Requirements Parking ratios established by Article 2 of the City Land Development Code require one (1) parking space per every two (2) assisted living or nursing home beds and two (2) parking spaces per every one (1) attached dwelling (independent living/attached senior housing) unit. Alternatively, in Section 2 -404 of the MHDR Zone, the Code requires as part of a Residential Infill Project two (2) parking spaces per every one (1) dwelling unit. The City of Clearwater's parking standards do not provide a specific parking ratio for attached senior housing, such as independent living or senior apartment units, and considers an attached senior housing unit in the same manner as the typical multi - family attached housing unit. As such, City of Clearwater code requires a total of 505 parking spaces to be provided for the existing conditions and 583 for the proposed conditions, as identified in the table below. EXISTING CONDITIONS ' Code Required Required Spaces for Proposed Required Ratio Proposed ,Conditions Development Spaces for 1 per 2 Required Existing Existing " Development Type Ratio ,; Conditions, Conditions Assisted Living Beds in 1 per 2 Dwelling Units in the MDR the Commercial Zone beds 94 47 Independent Living Beds & 76 ALF Beds equaling Project Units /Attached Dwellings 2 per unit 229 458 Total 1 583 505 PROPOSED' CONDITIONS Code Required Required Spaces for Proposed Development T�pe Ratio Proposed ,Conditions Development Assisted Living Beds in 1 per 2 the Commercial Zone beds 94 Beds 47 268 Units (229 Independent Dwelling Units in the MDR Living Units, 40 Skilled Nursing under the Residential Infill Beds & 76 ALF Beds equaling Project 2 per unit or 39 Dwelling Units ) 536 Total 583 Bella Terra on the Bay Parking Sufficiency Study April 21, 2008 - Revised August 12, 2008 Page 7 of 13 ILB. Existing Parking Conditions The site currently contains 307 parking spaces to accommodate the 94 assisted living beds and 229 independent living units, as indicated below. The distribution of parking spaces currently at the site is such that 46 parking spaces are located in the immediate vicinity of the existing 8-story - -- - - - assisted- living - facility- and -- the - remaining- 261 -- parking spaces- are - strategically- placed - throughout --- - the site in close proximity to each existing garden residences, thereby minimizing the walking distance for the independent living residents. See the aerial below for a partial view of the site providing an example of how parking is currently distributed for the garden residences. To date, property management has not received any complaints from residents or visitors regarding the number or location of parking spaces. Existing Existing Conditions Total Spaces Existing Ratio Assisted Living 94 46 0.49 per unit Beds Independent 229 261 0 87 per unit Living Units Total 323 307 a t 0 1 0 1 t 1 1 Bella Terra on the Bay Parking Sufficiency Study April 21, 2008 - Revised August 12, 2008 Pate 8 of 13 II.C. Proposed Parking Conditions As part of the proposed redevelopment project, a total of 426 parking spaces will be located throughout the site to serve the new residents and the residents that will remain in the existing garden residences, as well as the 8 -story assisted living facility. The majority of the new spaces will be located within close proximity to each of the main entrances of the primary building, while the proposed nine (9) duplex cottages will each contain a garage space for a car and a garage space for a golf cart, as well as one (1) driveway space for each unit. Additional on -street parking is also available in the cottage areas to supplement visitor parking. In total, 296 of the total 426 parking spaces will be construed to provide parking for the 272 new senior living units (40 Nursing Home beds + 76 ALF beds + 156 Independent Living Units), while the remaining 130 parking spaces will be devoted to providing parking for the 167 senior living units (94 ALF beds + 73 Independent Living Units) that are to remain. The following table provides an analysis of the proposed parking and unit counts and the corresponding map below provides a graphic representation of the proposed parking situation. Proposed Proposed Proposed Units ,Total ; Spaces Ratio . Assisted Living Units to Remain (shown in 94 46 0.49 blue Independent Living Units to Remain 73 84 1.15 (shown in yellow) New Nursing Home and Assisted Living 116 58 0.50 Beds shown in red New Independent Living Units (show in 156 238 1.52 red Total 439 426 0.97 t� 1 Bella Terra on the Bay ,Parking Sufficiency Study April 21, 2008 - Revised August 12, 2008 Page 9 of 13 ILD. Proposed Parking Generation Rates It is critical that a project of this stature and nature has a sufficient nw -nber of parking spaces to operate effectively for its residents, visitors and employees. However, due to the numerous mature trees and natural beauty of the site, it is also critical to ensure that the site does not include an unwarranted number of parking spaces, which would unnecessarily add additional �j impervious surface and could cause the unnecessary removal of trees. To ensure that an appropriate number of parking spaces exist on the site, two (2) methods were used to calculate the actual parking need of the proposed redevelopment project. i The Applicant, SantaFe HealthCare, owns and operates other senior living communities and conducted an existing parking survey for a community in Gainesville, Florida. The study titled, Existing Parking Survey at the Village, was conducted in March of 2006 and evaluated for one e Bella Terra on the Bay Parking Sufficiency Study April 21, 2008 - Revised August 12, 2008 Page 10 of 13 (1) week the number of vehicles that actually parked at the site during various times of the day. The community is developed in a nearly identical manner to that of the proposed subject site, in that a mix of senior living units, including independent living units and assisted living and nursing home beds, exist and similar on -site community services are also provide. Both the subject site and' The Village community include as part of their assisted living facility, memory care and skilled nursing resources; however, The Village community also includes a marketing division on- campus while the proposed Bella Terra project will have its marketing division at an off -site location. The study concludes that the highest parking demand occurred on a Thursday evening and identified a maximum required parking ratio of 0.86 parking spaces per unit or 0.62 parking spaces per bed (see sheet TV -3 and TV- 4 of the study). Utilizing this studied parking ratio, the proposed redevelopment project would require 378 parking spaces to accommodate the proposed number of new units and the proposed units to remain. The study is included as _ Appendix 2 of this report. A second analysis utilized the Institute of Traffic Engineer's, Parking Generation, 3rd Edition to calculate the required number of parking spaces for the Attached Senior Housing and Assisted Care Living categories. The ITE manual identified a parking need for Assisted Care Living (Land Use Code 252) units consistent with the City of Clearwater code of 0.5 spaces per bed and a ratio of 1.2 spaces per unit for the Senior Adult Housing Attached category (Land Use Code 254), contrary to the two (2) parking spaces per unit required by the City code. Utilizing this method of study, the proposed redevelopment project would require a total of 381 parking spaces 'r to accommodate the proposed new units and the existing units to remain. The following table provides a side -by -side comparison of the real world parking ratios determined by the parking study conducted for The Village community and those included in the ITE manual with that which is proposed as part of the redevelopment project and required by the City of Clearwater. 1 Ali t �j r 1 Bella Terra on the Bay Parking Sufficiency Study April 21, 2008 - Revised August 12, 2008 Page 11 of 13 II.E. Conclusion As certified by the above analysis, it can be concluded that the peak hour parking demand for the proposed project will generate a maximum need of 381 parking spaces. As such, the deviation to allow 157 fewer parking spaces (583 required spaces — 426 proposed spaces = 157 spaces) than is required by Code is clearly justified as: 1. It will not have any deleterious impact on any surrounding property owners or on the operational efficiency of the site as it will allow the uses to function properly even under abnormally high fluctuations in parking demand. 2. It ensures sufficient parking is available to accommodate the needs of the residents, visitors or employees without parking in designated drive isles, fire lanes or underutilized parking locations. 3. It promotes sustainable development through an environmentally sensitive site design that minimizes the amount of unnecessary impervious surface and natural resource disruption at the site, which promotes natural groundwater recharge, a reduced heat island effect and the preservation a vital native plant species. The Spaces Village Required Spaces Spaces Proposed Study Per The ' Required City of, Per City of Use Proposed, 'Peak Village,, ITE Per ITE Clearwater Clearwater Proposed Units Total Ratio Spaces: Ratio Study Ratio' Ratio Ratio Code Assisted Living - ITE LUC 254 94 0.49 1 46 0.86 80 0.5 47 0.5 47 Senior Adult Housing Attached - ITE LUC 252 73 1.15 84 0.86 63 1.2 88 2 0 146 Assisted Care Living - ITE LUC 254 116 0.50 58 0.86 100 05 58 2 0 78 Senior Adult Housing Attached - ITE LUC 252 156 1.51 1 238 0.86 135 12 188 2.0 312 TOTAL 439 1 426 1 378 381 583 II.E. Conclusion As certified by the above analysis, it can be concluded that the peak hour parking demand for the proposed project will generate a maximum need of 381 parking spaces. As such, the deviation to allow 157 fewer parking spaces (583 required spaces — 426 proposed spaces = 157 spaces) than is required by Code is clearly justified as: 1. It will not have any deleterious impact on any surrounding property owners or on the operational efficiency of the site as it will allow the uses to function properly even under abnormally high fluctuations in parking demand. 2. It ensures sufficient parking is available to accommodate the needs of the residents, visitors or employees without parking in designated drive isles, fire lanes or underutilized parking locations. 3. It promotes sustainable development through an environmentally sensitive site design that minimizes the amount of unnecessary impervious surface and natural resource disruption at the site, which promotes natural groundwater recharge, a reduced heat island effect and the preservation a vital native plant species. 1 Bella Terra on the Bay Parking Sufficiency Study April 21, 2008 - Revised August 12, 2008 Page 12 of 13 0 1 1 r APPENDIX 1 DECLARATION OF NON - EXCLUSIVE CROSS ACCESS EASEMENT f �II i I f s_ Prepared by and Return to: EMIL C. MARQUARDT, JR., ESQ. Macfarlane Ferguson & McMullen 625 Court Street, Suite 200 Post Office Box 1669 %~ Clearwater FL 33757 -1669 rm—,� ACCT REC DR2 1 9 DS INT F&S MTF �'- PIC _ FEY KARM F. DE Ma, UM OF WT PIt,IM C{iMi FLORIDA �C1MI IH12001 17:19 :02 JTF 0-01ON PLAT IMB42432 BK:11602 MEW EPG:1583 RECORDING 016 PAS 1 $73.50 TOTAL: M 573.50 573.50 $.00 01- 342432 OCT- 1 -20301 p- le rt� PINELLAS CO SK 11602 PQ 1588 -DECLARATION OF NON:-EX::LVSIVE EASEMENT_ S AND MAWTEM7L*CE AGREEMLNm THIS DECLARATION OF XqN- EXCLUSIVE EASEMENTS AND MAINTENANCE TQTAL MF�NT _ (the "Agreement ") ; zdade and entered into this day of - Ck BAL ° O , 2001, by MORTON"•Pl+&N- MEASE LIFE SERVICES, INC., a Florida ' -iG AW7 T -- - s_arporation, hereinafter•rebe3'red o a "Life Services ", and whose mailing address is: `1t��s [a- G.Qij?q Q W 'I,-T N E S S E T H: WHEREAS, Life is the owner of. all of the properties attached in compos jtte "A ", situate in Pinellas County, Florida; and WHEREAS, T;ife,.;se3�vices desires to create and dedicate certain easements as tb ' .thesiLid Properties, so that at a future "date Life may ay ; s`e11,:- transfer or convey a portion of its Properties, described on "tte;`attached Exhibit "A -1" to a third party or entity, and such that ujDoh donv'eyance of the A -1 parcel, easements for ingress, egress, and'-,ut lities would exist over and across the remaining Properties" ` "df ".Lift Services; and WHZK1*S,; % fe Services also seeks to create and dedicate easements over tha A- I•pa=cel for the benefit and use of the remaining Properties to be `vwtiflt ,b� Life Services, described on attached Exhibit "A -2 ", for ingress,: >egtgss, and utilities would exist over and across the remaining Prop�erti,eco of Life Services; and h W,,-THEREFORE, in consideration of Ten Dollars ($10.00) and other pnd--,.aix - valuable considerations, the receipt of which is hereby acknor3hedged, agreed, and the parties hereto, each to the other, do heneby,:grant and covenant unto the others as follows: i. RECITALS. The recitals set forth above are true and correct and are incorporated herein by reference_ g • good sta e o f repaif,with landscaping well maintained and roadways and parking areas'w.iihf n the said easement areas, if any, kept clean and free of debris-: The parties hereto, their successors and assigns, shall. 'keep their respective easement areas free from structures- l debris and other obstructions that might unreasonably. -interfere with the normal operations, use or maintenance bf such easement areas for the purposes herein described;'.;�d :moo party may construct or erect curbs, fences or landscaping=so`as to interfere with the free flow and passage of vehicu.Tar and pedestrian traffic over and between the various parcels' �eFan described. .(31 go Construction Vehicles And Construction Traffic Serving =e-- A- Z°PZoperty May Utilize The Easement Area Described in Exhibit '.� (1) Life Services does further create, dedicate and grant Izon -exclusive easements for the'installation, maintenance, repair ..,and replacement of utilities, below grade, within the Access Easement areas described above, and in addition, the lands described 'on Exhibits "A -1" and "A -2" shall be subject to blanket easements, which are hereby created and established, each for the other [collectively referred to herein as the "Utility Easements "], for such Utility Easements, subject to the following limitations: 9 �z 0 Ina) x W n of N � -d -c r m m CO 2. GRANT OF NON - EXCLUSIVE MUTUAL EASEMEIKT FOR INGRESS, EGRFSS AND UTILITIES. V A. I n res and Eu r _ s Non E v tUa Easements. ! (1) Life Services does herebyY.dddicate, create, grant and convey non - exclusive easements and,,rights of use on, over and upon the Properties owned by Life Services -described herein, for purposes of ingress, egress and passage by'vehi'sle.� and pedestrians, over and across the easements described heretn,`.and any future extensions or modifications thereof,[herein r refired to as the "Access Easements "], as follows: (a) An Access Easement, is :hereby established, dedicated, created and granted as 'aforesaid, as the same is described in Exhibit "A -3 ", over and `cross the Properties described in A- 2, for the use and benefit of the Properties described in A -1. (b) An Access 9aseient-is hereby established, dedicated, created and granted•as' aforesaid, as the same is described in Exhibit "A- ",,ever -aiid across the Properties described in A- 1, for the use and,benefit of the Properties described in A -2. (2) Except `45 04erwise expressly provided herein, each party 'responsibility shall have the.. sole - for installing roadway improvements on'Y is .- ' arce an shall maintain the same in a good sta e o f repaif,with landscaping well maintained and roadways and parking areas'w.iihf n the said easement areas, if any, kept clean and free of debris-: The parties hereto, their successors and assigns, shall. 'keep their respective easement areas free from structures- l debris and other obstructions that might unreasonably. -interfere with the normal operations, use or maintenance bf such easement areas for the purposes herein described;'.;�d :moo party may construct or erect curbs, fences or landscaping=so`as to interfere with the free flow and passage of vehicu.Tar and pedestrian traffic over and between the various parcels' �eFan described. .(31 go Construction Vehicles And Construction Traffic Serving =e-- A- Z°PZoperty May Utilize The Easement Area Described in Exhibit '.� (1) Life Services does further create, dedicate and grant Izon -exclusive easements for the'installation, maintenance, repair ..,and replacement of utilities, below grade, within the Access Easement areas described above, and in addition, the lands described 'on Exhibits "A -1" and "A -2" shall be subject to blanket easements, which are hereby created and established, each for the other [collectively referred to herein as the "Utility Easements "], for such Utility Easements, subject to the following limitations: 9 �z 0 Ina) x W n of N � -d -c r m m CO r i e n 1 i 0 0 (a) The installation, use, operatiion or maintenance thereof will not unreasonably interfere with the servient estates operation or use, ar•-)reSvent its reasonable use or development either currently o•.r in the future. (b) The actual installation ,of `-new utilities or utility facilities shall eithe,:F•'be'. in conjunction with, or located in the same immediate area as, other utilities within the servient esta��, :or alternatively the same shall be within ten. ( 01) 'feet .of an exterior boundary line of the servient O tEite, or within the roadway easements described---as,. -Pcels A -3 and A -4. (2) No installation, miirftenance, repair or replacement of such utilities or utility or ~14ppurtenances thereto shall materially interfere with the use and operatibn of the servient estate wherein they are located, and said rights are conditioned upon the party utilizing said easement,imeaately repairing and restoring any and all damages which may be,ca-�sb'di-to the said servient estate incident to the installation,:maintenanee, repair and replacement thereof, TIME BEING OF THE ESSE1TCE,', ,, C. Non- Exclusivi:tv•Eas- em_ents. The easements granted herein are non - exclusive in nature and, except as otherwise expressly provided herein, shall not precItide'cancurrent use by others to this Agreement, their successors and a'ss;igu's, and their guests and invitees. All easements and rights estaiblished in this Agreement shall extend to the customers, employeep dgeni ° guests and business invitees of the parties hereto, and each' o?.•.•them, provided, nevertheless, that the rights hereunder are not•aa�tehdl d nor shall be construed as creating any rights in or for the bei ef.Ltt of the public generally. 3. CQRS'IiUCT 'ON LED MAINTENBNCE. A. p 4rfo�rmance Standards Relative to Easements and Easemen Areas. Tfie ,construction, installation and maintenance of all improvemehts•, o410 -r under any easement areas herein described shall be performed �n :accordance with all applicable statutes, ordinances and regulat- ots,-"ind, if applicable, in accordance with plans approved by the municipal`;br.- regulatory bodies, and all other requisite governmental agenc�-Icm._arid• authorities. Future Developmen '. Anything herein to the contrary notwithstanding, it is understood that the fee simple title owner of any of tbe�properties described in the attached exhibits, or any part reg,i shall have the right to develop, or redevelop its properties, coho.istent with existing or future zoning or Land Use Plan Designation for tine properties, and to utilize the easements afforded that parcel hereunder, incident to such development or redevelopment, and shall further have the right to relocate or modify any easements crossing the parcel being developed or redeveloped, so long as the modification or 3 a - - _q -0 F- mry c7 r r- - mm X3 0 - -a -c - ..3 ca o � 0 o relocation of ally easements or easement areas <�.s at the sole cost an expense of the title holder of that parcel whefe_-�he easement is located, there is no unreasonable interruption or interfe•,rence with utilization, size or purpose of the easement or services to "the benefitted parcel during reconstruction or relocation and there,a£texy and further provided that any and all such modification, relocation, construction, redevelopment or other events affecting:`the easement area are in accordance with applicable codes and regulations pertaining thereto. C. u,7,*ice to owners of Permit ons. The construction, installation or replacement of any rgads, -, walkways, utilities or other improvements on, above or under either;servent estate, where municipal, governmental or regulatory approval., s,•�tequired, shall require that the party seeking the permit,, rovide written notice of the application to the owner(s) of the servient eotate..�and copies of all plans and specifications generated for such application. P INELLAS COUNTY PLR 4. MISCELLANEOUS. OFF,REC,BK 11602 pe 2373 A. The provisions of this Agreement are not intended to create, i nor shall they in any way, be'-in'te-rpreted to create, a joint venture, a partnership or any other similar kelationship between the parties hereto. B. The owners of Parcels A -1 and A -2, their respective successors and assigns, shall each''--oepat ately maintain public liability insurance for personal injury and'property damage in such reasonable amounts and in such form as may 1�e;` acceptable from time to time with the other benefitted pxQperty ot�ner named as an additional named insured. Proof of the maint`ena-pce-Nof such insurance shall be provided annually. The owners of the%pat, els described in Exhibits "A -1" and "A -2°, for themselves and hg'" "'pective heirs, successors and assigns, do hereby i agree to defend/, -indeltinify and hold harmless -one another, and their respective officers, directors, shareholders, partners, agents and employees, frorci afid against, and promptly reimburse them for, any and all losses, experasea, damages, deficiencies, liabilities, payments, penalties, 1ti4ation, demands, defenses, judgments, proceedings, costs (including -dn %V1 epring costs, costs of remediation and related capital expendituies,,Yigations, settlement costs and attorneys, accountants and other ppofe$sional advisor fees, including costs of investigation and preparation)y11,6f any kind whatsoever, without limit, directly or indiret l.•yt.ba -sed upon or arising out of, resulting from, relating to or in connectzan with any personal injury or property damage suffered by the Indem'nikox,.• their successors and assigns, officers, directors, shafrghoiaers, partners, agents, employees or invitees arising out of the use,by,ai such indemnified persons of the costs- easement area. '. In the event any party hereto brings or commences legal proceedings to enforce any of the terms of this Agreement, and a judgment or award shall determine the successful party in such action, such successful party shall be entitled to receive from the other party or parties in such action a reasonable sum as attorneys' fees and court costs. N D. The provisions of this Agreement ishall be deemed covenants running with the land and shall inure to the t)enefit of the parties, their respective heirs, successors and assigns.. . E. This Agreement and the easemefiCs -, 'rights, obligations and _ liabilities created hereby shall continue to the extent permitted by law o -q for a period of thirty (30) years from the`'date herein unless otherwise � modified or cancelled by the parties hereto,,-In writing, and shall after r9 I such date be automatically and continuousl> 'y. ,renewed for periods of ten -O F I , - -- (10) years thereafter until the terminat oni,of this Agreement evidenced m w in writing by the owners of said pargeI:s. - r � F. Every covenant, promise,.,Ua& staking, condition, easement or 0 62 —; right made, granted or assumed by�. ai}yl party. to this Agreement shall { constitute an equitable servitude ",pn`t11e parcel owned by such party and an appurtenance to and for the b6neefit of the other parcel [as used j herein, the "servient estate"]. Any transferee of any parcel shall -n• -- automatically be deemed to have assumed all obligations hereunder. ' ro G. if any provision. of-this'Agreement or portion thereof, or the s application thereof to any ptir8ah or circumstance, shall to any extent be held invalid, inoperaii;ke- oi? unenforceable, the remainder of this Agreement, or the appli�tibn of such provision or portion thereof to any person or circumstance;•,shat not be affected thereby. H. This Agreement,.Pba11 be construed in accordance with the laws of the State of Flogicla., Y � IN WITNESS- WHEPMOF, ' the parties hereto have set their hands and seals the day and - year: .first above written. MORTON PLANT YZASE LIFE SERVICES, INC., a Florida in th ende of :" corporation Print Namez° Print --Name ;, ' As to_-n3�ife'- ervic ST] T &.OF FLORIDA 'COUNT.'i OF PINELLAS ` I HEREBY CERTIFY, that on this day personally appeared before me, an officer duly authorAz +ed to administ oaths and take acknow- Ied9mentsr�1�N �{1 �•�-O��QrT'f- asp° %��.f/ T of MORTON _ Y PLANT MEASE LIFE SERVICES, INC., a Florida corporation, to me personally 9 i I known or who has produced VIA, as identification, and known to me to be the individilal des bribed-=-a and who executed the I . foregoing instrument and he acknowledged befote'= that he executed the same for.the purposes therein expressed. WITNESS my hand and of;4'clal seal it-Clearwatez, said County and State, this day of G;O:L . -Notary Pu 3c pltiTit Name Commission Expires: BARBARA - BARA C. FORAY Notary Pubffc - State of F"Jft 1� My Commission Expkw Feb 6, =4 CommfWon # CC905542 - PINELLAS COUNTY FLA, OFF,REC,BK 11802 PO 1573 /ONf Y• F7 L wrtwMlO r-1 rlaWilr w.Wrir+► ,1St w< w�.M be zt• e.,,a..r �a name wrastRr. -e.� �CC..ew.es.rn) e. -y Q L in' Wra�e�c wosge•ert �l� rn-r r s..ecw+�c �r at aw _ �AW4.r. q, "O"r _ !: (wigm.r'2..d.sapG...er ww..rj (41 i A 101977CV d atsCJC E �{ Y.sdY! LWL4C /wfert •"f , 4ww 0. I l i t clam l I I I_ J_J s✓�s ro � N � ror'rrai r �_ `- a+� aoascur.ea _��. /_ ar..r.e r n e.•.r r,o. ;,Y� ..—..� I _ r-• yes !_ .-__. _ _. .�..__�' i•.- .rnn. �k,e •� - w,a.rp� • -- abIA �(Di n e �r - — '` tae+M roue r wrae� t �� I nevc r..s Nrrxsr a .wre � rn.aw.+es er•wiw wr. �mcs we„ai.ra /ONf Y• F7 L wrtwMlO r-1 rlaWilr w.Wrir+► ,1St w< w�.M be zt• e.,,a..r �a name wrastRr. -e.� �CC..ew.es.rn) e. -y Q L in' Wra�e�c wosge•ert �l� rn-r r s..ecw+�c �r at aw _ �AW4.r. q, "O"r _ !: (wigm.r'2..d.sapG...er ww..rj (41 i A 101977CV d atsCJC E �{ Y.sdY! LWL4C /wfert •"f , 4ww 0. i �suw,r ..dwn w.naw++r a A i �wr � rteema Yi MI�M.Y - e 3 ai� �.r°e uw.ue r r tv�� ter) 9F .netw we rne,A+u --art � , WN w1q,elel.m LRI.A we M AY �wrr rwrtiwtr w•or� -\ . s,.awerea wMm M • MV DI.VAi diA'bX -C �,A.�•Qos t-tiE �X, q I l i t clam m 33 I I I_ J_J ox c _ I c I _ r-• _° r wurl.t wrc�.w.r. (A - G • ai� �.r°e uw.ue r r tv�� ter) 9F .netw we rne,A+u --art � , WN w1q,elel.m LRI.A we M AY �wrr rwrtiwtr w•or� -\ . s,.awerea wMm M • MV DI.VAi diA'bX -C �,A.�•Qos t-tiE �X, q i V I I i i i I I i I i COMPOSITE EXHIBIT "A" "PARCEL C- LEGAL DESCRtMOR ZO.R.0 G, Too 8 701) AU thot certain tract or parcel land situated. t Ing and being In Saetton frnehlp 29 South. Range 16 East. in The City of Cloorwoter. aunty of Pinellas and $lot* of Florida, more paritcuiorly bounded and described as follows, from the Narfhe et corner of BLOCK 2 of Rosub at 6askins Reatat recorded in Plot Book 24. Page X42. Public Records of Pinellas County Florida, run Sou lb AISPY01 "West, along the North line of said BLOCK 2 60.0) feet for a Faint of Bsglantngt thsn4a run South face r. s__._ si.� _ — LF—th B9t6'01 "Fat,l. 0.01 teals' thence run South run a sold Ftarth •6946'OI"£gdK, a'ton9 tiro ttociti (ono at said 9LOCK 2. 900°.faet' to Paint of 6991nning. Containing 33.44 Acres Mare or Lees. tole + All that corlala pdreal of land slfuat +d�,, (ying and buin In' Set !fan R. Toxn•hlp 25 South. Bonggo 16 East, in the Cityy of Ctoorwator Gounly of �lglltlgs and $late of florldo. more parliculat•ly bounded and described as fWavrs. , _ • the of a of a crooks thgeprmos n 17s the�t►asbNlS9a$'0t"E C feet to a point of the t`E along sold One, 80 to 2.95 Rcree More or "PARCEL A" That eertalp pnrtlon of to Plat Boo�c z4. ppa s Z9 South, 2942 36 ,9a flosub a} askln4 RaFfcl. recardcd In Plat Sack aunty. Flar dat th rite 889}6'Ot"W. aloeq the the PO OF 8 G tat thence •60L87'03"W. it then SOO 1.0 -W otOng the East tine of sold Ile 689 %,01aW. 270 toot more or teas to the along :laid coolarllns, 370 foot more or logo to of an n6raildi Jo the EastiWest contaritne of sold otonn9g sold title. 26o foot mar* or lssec thence NOt:6TOb"E, j Soutn rtpht -of -wayy tine of Gulf o Ba eeutevardr thence 0.00 ten] 16 1 a P OF BEG Less. Total a 30,49- Acres More or Leas, P •L „ , lc ocardi�0 IPIA69 g Comut+ng,taRloNdem ijdng fll &acli n !�, Town�hlp Q4 caapurtfy, Florida, doacribc as follows. of .4 -Lot• 2 of a resubdivlsfa�f� of BASK IWS REPLAT as recorded Ilc'fieeords of Pinellas County, Ffarl4c, and run thence he northerly line of void_Lai_2t_Ihence_ SOUVOS"E. 190.40 N4 &510 E10.73 feat th N4a4'SQ'Yia .34.n+ topic tnaacv avasv w no 135.2fl fee to the Palm =af elanittg: Containing 0.34 Acres Mors or Leas. tagothor sith A tract of land lying wlthin.'Secttan 17, Township 20 South. Range 16 East. Pinellas CvMntY- t=torldo and being more,parilcularly described as faitows, Commence of the�y e_t ,Its :corner of said Section 17 for a Paint yf fieferencet thence NS%6'01 "E aKans the tce►wt- Yt'asf' termor of sold Sactto�pg rr for 2 .SI fool thenca IocAna sold Una SOM'St3"E far' 4105.2t. set, to the PONT OF a OINN N6I thence 124'08 'E, or 310.53 toot, thence N89}6WE fo .37 feel thence SME 10' for 32293 fast. thence MY 59"W. for 9.12 feet. to the Pc�t�r OF BE41NNUM, and confa fag 1946 square feet, more or less. Total of O„3&*4res tddro or Lass. PARCEL- "f!' A pdre�t: of's"bmdrled lend to Old Tampa Bay to Section il. Township 29 South, •Range 16 East, aRps . Oaunty ?,Flor do. more porticvlarly dsscribed oe fotiow vs Froi�s the' Waet, Quarter Corner of galaa section R run North 8946'Oi" East elan the east - West�e� &"�One of cold Section 17' a Elatanc a! M5.49 feet to the center a� sold Section 17t th• q 514 ,M0'13" East oion a Morlh -South cenferilne of sold Season 17, a distance of 4u#a filet, thence South & 06" East along Igo Southwesterly Una of Lot 8 at ##h�as tvttfan of Basictn's Rettot as recorded in Plat Igo 24. Page 42 Public Records of Plastics Count . Florida, a distanoa bt b6178 fast to 1 on 11 water stark of Old Tampa Boy cad the `.Point of Deglaaing. Thence continue South 39 ;IBM oat along the rxtart,11�rt of the Bald south osisrly one of Let 2 o distance of 36.63 facts thence South 3LDp Cost, o distance of "May, *at to the bulk[ycad (ins as astah ad by fhs Plaetlas Countyy Water and Navlgalfan Control Authorlty in meeting .tonuary 8 1965 andYformaUy approved 6y the Trotess of the f,ilerttal Improvement f=und in meaita trioy 18. US, thence north asfarly atoq gold bulkhead Lino Wag er carve to the right v{ 4�0 feet. radius chord hsa in North 4{5'43" East. chard Efts once 438.n3 toot, rc lengib 4BIL33 feett thecae North 39a, West a dl:tance of 674.239 feet to the tMerssetton srt11 the s hsrly a snelon of the esstarl line at sold L.a 2 of Resubdlvlslon of isoslchis fisptali thsnca "orth OC3003" East atonq salksotdhorly okianson 359.07 fait, Miele or laws* to the mean high water mark of Old Tonga Pay, thence southwesterly along sold mean ` high grater nearjl� 662 Poet. more or toes, to the Palls V Bogtnaing, containing 9.66 acres. more or t less. Uotand Tout of L04 Acres. 0 'Tt 'il Ott Z n 17- X M i —0 O to-4 { �r n t 0 0 t f I GULF TO BAY BLVD. P.O.C. 10000f v, o NORTHWEST to ° to CORNER OF 0 w cn BLOCK 2 OF L" BASKIN'S ri REPLAT �O BLOCK 1 .W BLOCK 2 A RESUB OF BASKIN'S REPLAT LN ti3 P INEJ L-RS COUNTY FLA . OFF . REir . 61C 11602 PD 1575 4 SCALE: 1"=100'. . i A RESUB OF KIN'S REPLAT LINE BE DISTANG�, L1 N 62'09'34 "E M 12RAM ,5-21- -2001 L2 S 23'27'38 "E 34.80' rAL= L3 N 65'46'35 "E 25.55' I hereby certify that this legal aescripfica and sketch meels the minimum technical standards as set forth L4 S 27'46'45 "E 13.51' L5 N 82'16'09 "E 11208' �G L6 N 42'07'22"E 113.46'3' "E �O L7 S 27'02'41 181.44' 17 L8 S 31'09'17"E 141.97' "E ti� �� L9 S •42'11 2'55 67.34' r LID 5 39'11'48 "W 2225' y "W Sketch and Legal Descrfpfion not Valid without the signature fhe L11 S 61'21'53 4.55'1 - � t7NLATTEO L12 S 5045'48 "W 154.88' �9`Ff and original raised seal of a Florida fiesnsed Surveyor end L13 S 13'41 '04"W 21.5�Y� " X11 L14 S 34'14'53 "E 40..O '' tis tentesre.tettsen�cs wsaoctArXZ, *ns s� • L15 S 50'58'50 "W 52.1x'' "- ' , "E ��-o ALLAN OSLUND PROFESSIONAL SURVEYOR AND MAPPER 1-16 S 39'01'06 553.69' . t-+w STATE OF FLORIDA * 4659 CERTIFICATE OF AUTHORIZATION No. LB 2610 NOTES: 1.) The sketch shown �here0ri is .for informational purposes only i'LOuC 2 ..� and Is not interxded---to'depict a survey performed in the field. A RESUB OF 2.) The sketch shown h�;egn:lves prepared without the benefit of a 's BASKIN'S REPLAT title abstract- cnd•cis bject to eny and ail easements. restrictions cfr any -pitier matters of record. 3.) The bearin - shown• Fseteon are based on the Held Deed Bearing of .�G3 N89 45'OLE f<r..ttic ,East West centerline of Section 17, Township V 29 South. -Rangy 'i6 East. SEE SHEET 2 FOR LEGEND SKETCH AND DESCRIPTION BAYSIDE NURSING PAVILION -M r •. 1'100' M 12RAM ,5-21- -2001 Inch rAL= l2JMM I hereby certify that this legal aescripfica and sketch meels the minimum technical standards as set forth 51 by the Florida Board of Professionof Surveyors and 1170- 001 -000 17 29 SOUM � 16 EAST M ers in Chapter QW -6 Florida Adminisiralive Co e, pursuant to Section 472.027. Florida Sfalules Sketch and Legal Descrfpfion not Valid without the signature fhe and original raised seal of a Florida fiesnsed Surveyor end CERCT TO DA-GAL 0£SS PT10N tentesre.tettsen�cs wsaoctArXZ, *ns s� INC. PROW xu= i° ALLAN OSLUND PROFESSIONAL SURVEYOR AND MAPPER t-+w STATE OF FLORIDA * 4659 CERTIFICATE OF AUTHORIZATION No. LB 2610 [&Vfts t<t- C-U. A-1 Sheet 1 of 2 I THIS IS NU A SURVEY ' PINELL OFF,REC,HK 1jeae pa 577 LEGAL DESCRIPTION; A tract of land lying within Section 1.7, - 1`ownWp 29' South, Range 16 East, Pinellas County, Florida and b0ing, more- particularly described as follows: Commence at the Northwest ' Block 2 of A Resub Of Baskin's Replat, as recorded in Plat Book 24-._ `page 42 of the Public Records of Pinellas County, Florida; thence',aldng the West line of said Baskin's Replat, SOO'13'59 "E, for 399.07 fit ;.,,thence S39 01'06 "E, for 355.56 feet' along the Southwesterly line of said replat to the POINT OF BEGINNING; thence leaving said line N62'09'34 "E, for 88.09 feet; thence S2327'38 "E, for 34.80 feet; thence N6 ,9'48'3t "E, for 25.55 feet; thence S2746'45 "E, for 13.51 feet; thence N$216'09 "t, for 112.08 feet; thence N42'07'22 "E, for 113.46 feet; thence ! 2M- ! --41 "E, for 181.44 feet; thence S31'09'17 "E, for 141.97 feet; thence,.S42'12,`55 "E, for 67.34 feet; thence S39'11'48 "W, for 22.26 feet; thence 86121'53 "W, for 4.55 feet; thence S50'45'48 "W, for 154.86 feet; thectce``Si 41'04 °W, for 21.51 feet; thence S34'14'53 "E, for 40.00 feet; thence` S-5 ©'58'50 "W, for 52.16 feet to a point on the Southwesterly fine of Replat; thence along said line N39701'06 "W, for ;553_Q9 feet; to the POINT OF BEGINNING; Containing 2t71-.oc'res more or less. F LEGEND: L1 Denotes`1_ins- Table Number P.B.- •Denpigs dpi ;'$ook PGS. Denotes` 4P6ges P.O.B. Deriotes, -Point of Beginning P.O.C. Denotes.- Point of Commencement SKETCH AND DESCFCIPTION BAYSIDE NURSING PAVILION scete 21 2001 Ld! G@ SiiE4SEQ SECM MM" BA= 1170 -001 -000 17 28 SOUTH 16 EAST IFIL� Ima 0 z"=1 dtHRfNa ^xzC*= ATvz, INC= DHOW at .sooa�o K R�'0asw Mo � Mwv= 9X, A -1 Sheet 2 of 2 i I �l i i i I i 1 1 f` I� s 1 s r ^rattcEL c ^' COMPOSITE EXHIBIT A -2. (Page , LEGAL 0escvt1PTi4N- (O_ ;f. -PG, 700 8 701) All thel certain tract or porcel of land situated.'I nq cad being In Section 17. Tr wnahtp 2J South. RangO 16 Easi. In the Clfy of Cleorwoter. Vounty of Pinellas and State of Florida. more parilcvioriy bounded and described ab fellows, From 1110 Northeaal corner of BLOCK 2 of Rovub of Basking Repplot recorded In Plot Book 24, Pog. 42, Public Records of Pinagas County Florido, run Sou}tt- �8}6'Orwaat, along the North ilea of bald BLOCK 2. 60.01 fact for a Point Of_IJ+gtruti, thence run South MT03'West, 150.02 fact, thence run North OS46'01"Eaet, 60.0! Tflet{ thenca run South C87 43"ldtebt, aTa the East Qno of sold BLOCK Q 1227.93 fact lhattce rue South M'23"Wost, zm 8 toot, Ihence Soufh 52!6'd4"W*v1. 215 faef 16 a IA an the Southweaferipp line of s id BLOCK 2, thence run North 3M1'O6..Vaat.. .1489,27 fe0l1� fihonce run Nora i Q3'S9 "Wcat olon a Ilse yep tel to and 60 foot_ v4f Orly_ at- tits West iFnp of sold r No \..onwimag 00.f1'i Acros Moro or LeOS. Isis All that e000in parcel of land aNuats��,, lying and belbg In Sdctlp11 R, Township 29 South. Rongge iG East. fn The cat at Cieorwalar County of Plnsilas` ood State of Florida. more particularly bounded and d0cribed as tolf"We. ' .f. Frain the Horthecsf corner of Block 2 of Repub af: �pkjijs Aaplat,_raeordad In Plat Book elf ��_.- Jw _S �•- •._ cent¢, ins of e c o pain an a one Section 171 theft, 130.02 (sat to a "PARCEL A" That certain Wien of 2"x.9 South o�a g0� 16 �a soaring sma Ilpo bttslgti'W;,Yf. x7y Tali more or tees to iho i Nortf,we for along sbld centerline, 370 tact more a tats to 00 fool �outb of and porcllat to the EastEWeet evntcrune of laid along 401 llne, 1260 foot more or loss, than- NOCST'03"E, a South r �t;of -w�`r- tine of Gulf To Bay Boulayardl thence 00.00 fee fo -lbo' PtJ� OF 115GINNiNt�. or Leas. Total of sp.48 Arras More or Less. '< lAil(g 'P hMAT, according to the ma or plot thereof. ratordad u Q• Reca t' of �+�,apes Gaunt , Florida, 19ing Ut, Section 17, Towi*hip aiia$ Cpun Florida, deocrlbedYos follows. if 'of 'sa{d" Lat P of a resubdivlsla,�1 of t1ASTS REPLAt as recorded ob![t _fieCards of Pinola$ County, Fiorido, an run thence I`iho'northorly Uric _at-paid Lo[ e, _thence SCrM'05 1E. 190.00 1s5.EO feat to the Poigt of 'elitning. containing 0.34 Aeroa Nora or Liss. together frith ' ' - A. fract of laai:fi «,i ;wtt,`Ile Saotlon 17, Tosr'rb,`tlp c3 Soulh. Ronge is East. FiavVot County. Ftarlda and befn,g In vre,particoiarly dascribed as follows, min me of tho`'1Vdst U4 corner of Sold Section 17 for a Point of iieterencet thence N8*510 "E olaagg tAe t;��tt 7f0 1 ontet 8ne of sold Sectlo 17 tqqr 3 8t fast thenca kovktQ sold Itne SC1Q359"E •to, 4fJ3.1?l.faah fo }he POINT Ol� BEDiNN a thence t�4ti'4'Ot3"E. or 310.53 loft, lttrp�y F189¢6flt" #or- 9.37 feats fileace 84�8'id o�r 32E.93 tr'et. fheaca 003'59 "Wa for t3,lE lilt: t •ties GF BEciINNINGr and aonla n q 1946 equors teat, more or less. Total of; Ct.P38'Acres are or Latw PARCEL. •E t3" ' A ji rc of'••e"pr,g e�d land in did Tempo Bay in Sacfion 17, Township 29 South. Rona 16 Cost. Piste os unl� Plarida. mare pottlwlarly descrlbod as follows, Fpran+ tits "Walt Quarter Corner of said Stetlon II7 rue North SS49101" Past a1 the Eost- ••Wbst Ttarerane f sold Socllon 17; a dlslenc oS ,755.49 feet to the center of sold Section 171 ` hent* South Ot On" East alen��t�,e Uceth -South tenferitno of sold Section f7, a d%tanca �.�/4.44 fast, Ihohta South 3ui[b ��¢E along I Southwesterly line of Lot 8 of as$bdivt.laa aE Boss 't Raplat ae roeardp0 1n Plat Boak >'4. Papa 42 -P a Re d0 of PfnaTiaa PouMY., Ida. o dtstanee of 661.78 isel to fi�te mean high rioter mock of Old Bay fhb t Qi Bagltinlnq, thenca canttaUs South X3!'05" East along tho a 1111!4" of Iho sold �a+thtq sate Iine of Lot >; a distastoe of 1'36 83 foot, hence 600lh in East. a stance of 8!5•p feat to the bulk�Q d Nne as eis abgshed b the PUas Countyy Water and Mau qailaa Co,ttroi Avtharlly to ,nOfltnQ January (989 an, rin' approY04 by the Trmaess 4t the Nlternat improvement Fwd In ,abets t�tay l8. 91 tlt0nea tlorttlaasterty elan sold bvflchsad floe being a verve a iho right o 3 4�0 iis1. rodtae chord be { Hor11, gt5'�3" East chord distance 3$�3��ssf,ao KtOngtt,� 38.3' �eatf 16afct North 3 D' Wa! a� dintarlo� o 674 9 1 et to Iho or lets. to "the moon high ,hater mark of aid TdW Pay thwEa aollltaaa'sEirtyy o)ienp high water mdr 662 iset, more or teas, to the put a Beginning, contob tg 9.6@ arras, meta or less. upland To #ot of L04 Acres. 0 Y h 0 a -c CU - Y Ell- fl) d 0 0 PINELLAS COUNTY FLA. OFF,REC.BK I-I802 P3 1579 COMPOSITE EXHIBIT A-2 (page 2) LESS AM EXUPT FAPM COMOPM AKATBIT the f0U0W1rkg legal dgACr1PttVA; A tract. of land lying within Section 17, Township 29 South, Range 16 EAst, Pinellas County, Florida and being more particularly described as follows: Commence at the Northwest cor . ricr-of.131ock 2 of A Resub Of Baskin's Replat, ad recorded in Pla't Bo�,k `24, 01tige 42 of the Public Records of Pinellas County, Florida; thelT� -olocqg'Ahe West line of sold Baskin's Replot. S0013'59"E. for 399,074,6-4- thence S39 01*06"E. for 356-56 feet along the Southwesterly rine,..6f, said replat to the POINT OF BEGINNING; thence leaving sold line N62t!9`54 "E, for 88.09 feet-. thence S2377'38-E, for 34.80 feet: thence h6 !**415'35"E. for 25.55 feet; thence 527*46*45"E. for 13.51 feet; thence' - bM2'16'0VF- for 11208 feet; thence N4207'22"E for 113.46 feet; theP-ae**Si!7'V!'4l"E, for 181.44 feet: thence S31*09'17"i for 141'.97 feet: thin ' --S4�2-12'55-E, for 6-7.34 feet. thence S39'11'48"W, for 22.26 feet; the6ce..Sbh-*-2V53"W, for 4.55 feet; thence. S50'45'48"W. for 154.66 feet,-1honde S13*41404"W. for 21.51 feet; thence S34'14'53"E, for 40.00 feet;,' thdn*&4 -1.50'58'50"W. for 52.16 feet to a point on the Southwesterly.'-.11riV . (j . f said Baskin's RepIct; thence along said line N39-01'O6"W.j0..5b3.69 feet: to tht.%P01N)* OF BEGINNING; e011tA1A1Ag,2--7,1 A'C'.tes more 0V ";gas. %V fl a •a E m 1 rn m t i �a Q WS IS N QI A SURVEY GULF TO BAY BLVD. €�.b.C. LINE BEARING DISTANCE WEST LINE OF _ NORn4KST L N 8946'01'E 26.89' BASKIN'S REPLAT CORNER., OF PINELLAS COUNTY FLA, L2 S 54'09'41`E 53.52' LO -BLOCK 2'flF QFE , REC , 6K S 1608 PCi 1660 L3 S 83i06'28'E 93.4Y N " $ASKIN;S - L4 S O431'l3'E 16.59' REPLAT L5 S 084T42E ISM' w , L6 S S 1310 OCE 2 21.96' ; L7 S S 16'4823E 7 73.88' BLOCK 1 2-s L8 S S 62 OV34`W 2 2525' L9 N N 2579'59'W 1 16,24' A RESUB OF g •, ' L10 N N 20'14'50'19 8 8.44' BASKIN'S REPLA-T� '. L i i N N 16 41'3YW 7 74.51' { L12 N N 15'18'l0'W 6 6.70' L13 N N 1318'35'W 1 19.79' 04 N N OWW30'W 5 55.74' N89'46.014 LIS N N 01'01'48TE 2 2054' 4'7.90" L16 N N 0776'WE 3 31.67' .,,• , ,- L17 N N 6238'SI'W 3 3,13' L18 N N 8YO6'28'W 1 18.73' SCALE: 1" =100' t L19 N N 51'09'41'W 2 21.73' L20 S S 8946'01'W 2 29.42' WEST RIGI•{T- -QF -W1 Y,.CINE L21 N N 03'32'091 8 89.37' SKYHARBOR, DRIVE f f PEE D DELTA R RADIUS ABC CHOIO uWbEmr mORD BEAmG _- C2 3 39ro4`18' 3 37.50 25.57 25A8 - 43,31 S 7(r4l'50'E C3 3 3 w tr 5 50.50 28.16 ° ,27.79,.,, '-A.46 S 67V8'O5'E C4 3 3T52'49' 1 16214 107.20 :' 105.26 1 %,.• 8.64 S 15'0422W C5 4 419'30" 2 262.52 1182:. ;19.$i 9.91 S t438'371 C6 7 77459' 5 50.33 5.51 ; `451 316 S 203052E C7 3 3'37'35' 2 217.17 1474 ' ., 1174,- 6.87 S 26'02'09'E C8 7 75'013' 2 24M 32 41 ., 301 19.07 N 24'4514'W C9 2 20'27'38' 3 39.50 1� f •• `18.03 7.13 N 72'52'40'& CIO 3 31'5647' 7 75.50 _ C11 3 39'04'18' 3 _ % C12 5 5330531' 2 25.00 ` , 40.84 35.45 25.62 S 4.r5r*"Y NOTES: 1.) The sketch shown- 'herPori is`•for informational purposes only and is not intended to depict a survey performed in the field. 2.) The sketch showrr- 'er eor :was prepared without the benefit of a title absfrac`and is�slsb}ect to any and all easements, restrictions b br nq• other matters of record. 3.) The beorinas- s stiown`ihereon are based on the field Deed Bearing of N139'46'0l;'FE. ` `for the East West centerline of Section 17, Township 29 Sou t1�- Rdge_16' E East. _ S 5H SKETCH AND DESCRIPTION BLOCK 2 ,d,e, A RESUB OF BASKIN'S REPLAT ,.,._C2 1-20' �� `'`� L3 2 '9 �s 1p L18 ) L17 L16 L15 LINPLATTED � L13 L12 L7 C5 .y: BAYVIEW NURSING PAVILION - INGRESS/EGRESS EASEMENT ;asdtE o�� Qg S6LLEQ OirCKEQ 1 herebyy certify that this Iegai description and sketch 1' =10D'�'• OE -2001 GMK WK meets the minimum lschntcal rtandcrds as set forth 1170- 001 -000 17 29 SOUTH 16 EAST F r � 6NG'.It�tEERIlVCF ASSOCt/�TES, {IVC +m aaaat xonur swat sn em stn j �4 R�q.ait LAW mr[ 700 {'�iva, cMwM��►.w I Jun 08. 2001 - 1: by the Florida Board of Profc nat Surveyors and Mapppers in Chnpler 61617 -6 Florida Adminisirolive Gade, pursroof to Facl'ga 472.027, Florida Slaivles Sketch and legs' 'Jescriplioe not valid without the signolcre and xe original roiaed seal of a Florida Gceaa;d Sur cad pper. CERTIFIED TO T GAL+.�ON At LAN OSLUND PROFESSIONAL $UR EYOR AND MAPPER STATE OF FLORIDA F 4659 CERTIFICATE OF AUTHORIZATION No. LB 2610 Sheet 1 of 2 G0040Sr(s Sy.. A -3 1 i i 1 1 I a g 0 0 r` 3 L - 1 •. PINELLR3 COUNTY FLP. OFF.REC.8K 11802 PO 1581 A tract of land lying within Section 17. Township 29 South, Range 16 .£ost. Pinellas County, Florida and being more particularly described as follows: Commence at the Northwest corner of Block 2 of A Resub Of Basic'rns' Rdpaat, as recorded in Plot Hook 24. Page 42 of the Public Records of Pinellas County, Florida; thence`along•the;•West line of said Baskin's Replat, S00'13'59 "E, for 285.99 feet; thence N89'46'01'E, for 47.90 feet'lo;`9 point' on the West right -of -way line of Skyhorbor Drive, sold point also being POINT OF BEGINNING and: the beginning of a curve to the left, of which the radius point ties N86'41'30 "E, a radial distance of 25.00 feet bnd''iiq%h ig a chord bearing and distance of S46'46'14 "E, 34.39 feet; thence southeasterly along the orc, lhrougfc p central angle of 865529', an arc distance of 37.93 feet; thence N89 46'01 "E, 26.89 feet to d'polnr�-of curvature; thence 25.57 feet easterly along the arc of a curve to the right, having a radius of 37.50 feet: end; ecentrai angle of 3904'18 ", a chord bearing and distance of S70'41'50 "E. 25.08 feet; thence S5109'4i "E�.53i52; feet to a point of curvature; thence 28.15 feet southeasterly along the arc of a curve to the left, hdving-a radius of 50.50 feet and a central angle of 31'56'47`, a chord bearing and distance of S67'08'05 "C,'27:79 feet; thence S83'06'28'E, 93.43 feet to the point of intersection with a non - tangent curve to the left; thehcersoutherly along the arc of said curve with a radial bearing S5559'13 "E, and having a radius of 162.14 feet, a'-,ce6troi angle of 37752'49% on are length of 107.20 feet and a chord bearing and distance of S15 04'22';W, f05c26 feet; thence SO4'31'13 "E, 16.59 feet; thence SOS'49'42 "E, 15.86 feet; thence 513'10'08 "E, 21.96 fee't,to $hie point of intersection with a non - tangent curve to the left; thence southerly along the arc of sold curve with a radial bearing N7731'10 "E, and having a radius of 262.52 feet, a central angle of 04'19'30% an arc length of 19.82 feet and a chord bearing and distance of S14 38'37 "E. 19.81 feet; thence S16'48'23 "E, 1188 feA- to a point of curvature; thence 6.51 feet southerly along the arc of a curve to the left, having a radi6s�of'E1O.33 feet end a central angle of 07'24'59 ", a chord bearing and distance of S2030'52 "E, 6.51 feet to a _point of Compound curvature; thence 13.74 feet southeasterly along the arc of a curve to the left, having a Tackus"of 21-7.17 feet and a central angle of 0337'35 ", a chord bearing end distance of S26102'09 "E, 13.74 feet; 'thence S63'09'34 "W, 25.25 feet; thence N25'29'59 "W. 16.24 feet; thence N2014'WW. 8.44 feet; thence N164733 "W. T4.51' feet; thence 141518'10"W, 6.70 feet; thence N13`!8'35 "W, 19.79 feet; thence N09'05'30 "W, 55.74 feet;, thetici N! }1'01'48"E. 20.54 feet; thence N072655 "E, 31.67 feet to the point of intersection with c non- tangeM curve to the left; thence northwesterly along the arc of sold curve with a radial bearing N76'51'38 "W, and }sovirig'a racfius of 24.50 feet, a central angle of 7547'113 ", an arc length of 32.41 feet and a chard bearing and di;kdh+ e,of N24-45'14 "W, 30.10 feet; thence N62'38'51 "W, 3.13 feet to a point of curvature; thence 14.11 Ceet, westetiy along the arc of o curve to the left, having a radius of 39.50 feet and a central angle of 20'27'38, •9 chard bearing and distance of N72'52'40 "W, 14.03 feet; thence N83'06'28"W, 18.73 feet to a point of curvoture;'••thenc6 42_10 feet northwesterly along the arc of o curve to the right, having a radius of 75.50 feet and a �entrol;angie of 31'56'47% a chord bearing end distance of N67'08'05 "W, 41.55 feet; thence N5109'41 "W. 21.73 -feet t2f a point of curvature; thence 26.94 feet westerly along the arc of a curve to the left, having q- ` radius ' of -39-50 feet and a central angle of 3904'18", a chord bearing and distance of N7041'50 "W. 26.42 feet, thence S89'46'01 "W, 29.42 feet to a point of curvature; thence 40.84 feet southwesterly along the .brl; "of a' rZurve to the left, having a radius of 25.00 feet and a central angle of 9335'31'. a chord bearing',ohil- distance of 542'58'15 "W, 36.45 feet; thence N0332'09 "W, 89.37 feet along the West right -of -way line of 5kjhor'tior Drive to the POINT OF BEGINNING. Containing 0.318 aches,, *more`or less. LEGEND, +•'� , LI Denotes tine Table ,Number P.B. DenotesP>at Bodk PGS. Denote§ Pages y _' P.O.B. Denotes- Poitrt Beginning P.O.C. Denvfes'ls'oint , of 'pf Commencement _ SKETCH AND DESCRIPTION I BAYVIEW NURSING PAVILION - INGRESS/EGRESS EASEMENT Jun u 674 --2001 1 RM, I 0= GM K " SEC=U IMMStM RACIGE 1170 -001 -000 17 29 SOUTH 16 EAST tsNGtt�iEERt2�iC ASSOCIATES, INC. am Vey m MOBLAT Rag us 4W 2W Ot YpptllL dX10C 9Ji 3W ra Ms.= sm 7tL►A M7•✓1 S111i t-VAL �sw 2001 - 1.38pm cemf es I-W, Sheet 2 pf 2 0 1 r GULF TO BAY BLVD. P.O.C. fr/ 98'17'34" NORTHWEST w s CORNER OF r. BLOCK 2 OF n O BASKIN'S o M REPLAT o 43.63 N 3446'47"W Ci 98'17'34" 15.02 • 25.77 22.73 17.37 S 86'46'3,3'E C2 7'14'55" 681188 87.15 87.09 43.63 N 3446'47"W C3 2 57'53" 423.19 21:917 21.89 10-95 N 3Q'02'48 "W C4 0'07'03" 12420.00 2 ,49- 25.49 1275 N 28 30'20 "W C5 O't 0'25" 10912.63 : 33.09 ': 33.09 16.54 N 23'21'35"W C6 1'55' 17" 1393.50 : 46.73 ' . 46.73 23.37 N 25"09'41'W L1 N 62'0934 "E.. : 25.25' L8 S 395758 "E 50.06' WEST LINE OF BLOCK 2 L2 S 24'12'41 "E 49.42' L9 S 39'52'26 "E 49.97' BASKIN'S REPLAT A RESUB OF L3 S 27'4fs- 4.1'E4 ':50.83' L10 N 50'45'06 "E 33.35' s BA SKM'S REPLAT L4 S 31:49'50 ..'50.75' Lt 1 N 50-44'.39'E 26,33' BLOCK 1 'tom. L5 S 3y'3t4 S3'E ` 99.85' L12 N 53'0613 "E 23.34' Q A RESUB OF 01. L6 S 415 16 03`,E = 50.07, L13 N 49'43'35E 51.90' BASKIN'S REPLAT my gs� P. O. B. L7 S 39$8;01 "E ' 49.90' "E y, >...•• L15 L16 S 42'012'55 S 38'02'35 "W 23.06' 11.32' n� L17 S 40 23'23 "W 10.94' m :B L18 S 61 21'53 "W "W 4,55' L19 S 50'45'48 164.86' — n L20 S 13'41'04"W 21.51' w c �c>L.`• L21 S 34'1 4 53 "E "W 40.00' 0 L22 S 5058 50 26.46' { c3` L23 N 36'0445"W 89.45' 'u C3 fix' L24 N 40'03 08 W 71.31' r N 50'58 54 "E L25 N 40'01'53 "W "W 84.02'. to 31 L26 N 40'13'15 27.51' w L27 N 39 39'49 "W 58.62' BLOCK 2 I A RESUB OF 1 BASKIN'S REPLAT I G, 100 50' 0 100 SCALE: 1" =100' R. L16 Li NOTES: 1, The sketch shown hereon 3s for informational purposes only ?� and is not intenddd- U) depict a survey performed in the field. 2.) The sketch shown tLerekn- was prepared without the benefit of o C1 20 title abstract "on-8 i3,subject to any and all easements, restrictions o - ariy, other matters of record. 3.) The bearings`>;ttown hereon are based on the Held Deed Bearing of N89'46'01 E- for, the -Cost West centerline of Section 17, Township 29 South,.RoR.ge °'16 East. N,ti� SEE SHEET 2 FOR LEGEND SKETCH AND DESCRIPTION ' I , . ; " BAWEW NURSING PAVILION — INGRESS/EGRESS EASEMENT I I_ F ^•_- aaq 1 nereoy cerntyy that this legal Oestriplfan and skdth 1" =100 6 .1°if01 GMK meets the minimum lechnicaf stondords as set forth ,i�yp, I41 Bdy� the Florida hoard of P- afessional Surveyors and Hoppers in Chapter 51917 -6 Florida Adminislralive 1170 -001 -000 29 SOUTH 15 EAST Code, pwsuaal to Section 472.927, Florida Statutes Sketch and Lad Jescr!pl:c:n not -mid allhcut the signature and IWa original r5 d rea! of a Florida GceT Swvs stt Moppar. IFC�. M- IM CERTIFIED T A A! O e ttte &ssa rs ALU V OSLUNQ an MW W m a"c wrow,c a�aa. sat[ xw FAX 50 4a sec PROFESSIONAL SUR`. EYOR AM MAPPFR e-sN fir+ STATE OF FLORIDA # A659 CERTIFICATE or AU• :I40RIZ4T!0N Na. L8 2610 'CA�h4OM-a �. A-4 Street ? of 2 _ a; L L] A SURVEY PINELLPS CCUNTY PLS, ..CFF , REC , SK 11602 po 1383 LEGAL DESCRIPTION: _ h A parcel of land lying within Section 17, Township 29 South, Ratige'l;6 Eat, Posco County, Florida and being more particularly described as follows: Commence at the Northwest corner of Block 2 of A Resub Of `8eskin:s Replat, as recorded in Plot Book 24, Page 42 of the Public Records of Pinellas County, Florida :.•thenLte,^olortg the West line of said Baskin's Replat, S00'13'59 "E, for 399.07 feet; thence S39'01'06 "E, for 368.03'f'eet�cf6ng the Southwesterly line of sold replat; thence N5058'54 "E. 58.09 feet to the POINT OF BEGINNIN(;;-- thBpce N6209'34 "E, 25.25 feet; thence S24'12'41 "E, 49.42 feet; thence 52746'41 "E, 50.83 feet; thence S31'4V50"F. 5b.75 Teet; thence S3734'53 "E. 99.85 feet; thence S40`16'03 "E. 50.07 feet; thence S3958'01 "£, 4IJ.3A ' feetr- thence S39'57'58 "E, 50.06 feet; thence S39'52'26 "E, 49.97 feet to the point of intersection :'witfi ' a`n 'qn - tangent curve to the left; thence easterly along the arc of sold curve with a radial bearing N52'20'1+4 "E, oid having a radius of 15.02 feet, a central angle of 98'17'34 ", on arc length of 25.77 feet and a chard •beorirf4 and distance of S86'48'33'E, 22.73 feet; thence N5045'06 "E, 33.35 feet; thence N50'44'39 "E, 26.33 feet; -.thi nce N53'06'13 "E. 23.34 feet; thence N49'48'35 "E, 51.90 feet; thence N44'05'06 "E, 46.09 feet; thence S4212'55 "E. 23.06 feet; thence S38'02'35 "W, 11.32 feet; thence S4023'23 "W, 10.94 feet; thence S6171'43 "W. 4_55 feet; thence 550'45'48'W. 154.86 feet; thence S13-41'04 "W. 21.51 feet; thence 534'14'53 "E. <40.00 feet; thence S5058'50 "W. 26.46 feet; thence N36'04'45 "W, 89.46 feet; thence N4003'08 "W, 71,31 feet; t6nce'N40'01'53 "W, 84.02 feet; thence N40'13'15 "W, 27.51 feet; thence N3939'49 "W, 58.62 feet to the point-Qf intersection with a non - tangent curve to the right; thence northwesterly along the arc of said curve wilh d radial bearing N51 35'46 "E, and having a radius of 688.88 feet, a central angle of 07'14'55 ", on arc lengfll &J -87,16 feet and a chord bearing and distance of N34'46'47 "W, 87.09 feet to the point of intersectiorr` with a nnn- tangent curve to the right; thence northwesterly along the arc of said curve with a radial bearinit N5B'2$'16 "E, and having o radius of 423.19 feet, a central angle of 0257'53 ". an arc length of 21.90 fegt,`tmd a,chord bearing and distance of N3002'48 "W. 21.89 feet to a point of compound curvature; thence 25:49 feet northwesterly along the arc of a curve to the right, having a radius of 12,420.00 feet and a central dngfe of ti0'07'03 ", a chord bearing and distance of N2830'20 "W. 25.49 feet to a point of compound curvature; theftce 33 .'09 feet northwesterly along the arc of a curve to the right, having a radius of 10,912.63 feet and a'cenntrdt'anyle of 00'10'25 ", a chord bearing and distance of N2821'35 "W, 33.09 feet to the point of intersecfior `- v?14,a. iron- tangent curve to the right; thence northwesterly along the arc of ng sold curve with a radial beari-.N63'52'40"E, and having a radius of 1,393.50 feet, a central angle of 01'55'17 ". an arc length of 46.73 feet nd a •. chord bearing and distance of N25'09'41 "W, -46.73 feet to the POINT OF BEGINNING. .. = . Containing 0.416 acres,: mb ?e., or less. LEGEND" Ll Denotes bn 'fable. Number P.B. Denotes Plat••B4ok: C.P.B. Denotes )eonda¢iilnium Plot Book PGS. Denote`-. Pa jes^'" P.O.B. Denotes- Roinro€ Beginning P.O.C. Denotes ,Point, of Commencement SKETCH AND DESCRIPTION BAYVIEW NURSING PAViUON - INGRESS/EGRESS EASEMENT '- 5/11/01 I GMK I GMK -�. SECTION a seefrr fi70-001-coo 1 17 1 29 SOU714 1 16 EAST Ifi&JR]m Bh =Z1"4 °=R1M4= ASSOCIATES. 114=. NQI L6�l1t madar I 110C W 710 FM - 1 =4 � 01M D00 1444 �ti 700 10:2 GEd1MP6,e,,'r _ Pt &-4 Sheet 2 of 2 r i e Bella Terra on the Bay Parking Sufficiency Study April 21, 2008 - Revised August 12, 2008 Palle 13 of 13 APPENDIX 2 EXISTING PARKING SURVEY AT THE VILLAGE J \02026 \02026002 00\DOC\Permits \City of Clearwater \AttachmentD _parkmg_STUDY doe �i Nil i ol, o� eu �7 �u Existing Parking Survey at A4W three ;440� The Village For 4040 N. Central Expressway Suite 200 Dallas, Texas 75204 294 559 -4080 The Village 8000 NW 27th Boulevard Gainesville, Florida 32606 Prepared by: william alan northsea, architect florida registration ar 0008222 consultation services 4117 northwest 66th terrace 352 377 -0328 gainesville, florida 32606 bilinsea@bellsouth.net �n IJ [I ri �u Table of Contents Section 1.0 Purpose and Scope 2.0 Procedures Graphic — Overall Campus Graphics — Lake House Area Graphics — Magnolia Grand Area Graphics — Tower Villas Area 3.0 Raw Data Lake House — Cars per Unit Lake House Cars per Bedroom Magnolia Grand — Cars per Unit Magnolia Grand — Cars per Bedroom Tower Villas — Cars per Unit Tower Villas —Cars per Bedroom Campus Wide Independent Living Units — Cars per Unit Campus Wide Independent Living Units — Cars per Bedroom 4.0 Summary and Conclusion Page 1 1 thru 2 O-1 LH-1 thru LH-2 MG -1 thru MG -2 TV -1 thru TV -2 1 thru 3 LH -3 LH-4 MG-3 MG-4 TV-3 TV-4 CW 1 CW -2 1 thru 2 I FI R a� �F, Fil F1 Flu 0 U 1.0 Purpose and Scope The purpose of this survey and assessment is to provide the client with information related to the current existing parting use at the Independent Living type units at The Village in Gainesville, Florida. The current Unified Land Development Code for Alachua County does not define or establish requirements for independent Living Residential Units in Section 407.14 and this evaluation is to provide criteria for establishing design standards for that use at the subject properly. The subject property and scope of this evaluation and analysis consists of a survey of existing vehicle parking use at three Independent Living residential facilities at The Village, in Alachua County, Florida — Lake House (180 Units), Magnolia Grand (60 Units), and Tower Villas (56 Units). In addition, an analysis of the existing parking use for a Marketing Facility was conducted. I The existing site lay -out and number and type of available parking spaces, along with noted use and patterns was obtained from the client and property owner and reviewed and evaluated. In addition, interviews were conducted with Management, Marketing and Gate Security personnel and initial field observations were conducted at various extreme times of day prior to commencing the count to determine the most representative patterns of use for evaluation. Noted areas of use by staff and visitors for each complex were included, and Gate Security personnel indicated a total trip generation per day as a maximum of one trip per unit, or lesson the average. Aft available spaces and types were field verified and graphic representations of each of the three areas are included as Sheets LH -1 and 2 for Lake House, Sheets MG -1 and 2 for Magnolia Grand, and Sheets Tit-1 and 2 for Tower Villas. A survey for a period of one week was conducted on a regular basis at various times through -out the day pre - determined to exhibit the most variation for the residential use. In addition, historical data was reviewed and an interview was conducted with Marketing personnel to determine past use and projected future use for the Marketing function at the facility. The data collected during this investigation appeared to be accurate, as to a representation of actual use. However, the provided services do not include complete verification of the accuracy or authenticity of information provided by others. 2.0 Procedures L� This evaluation and report is based upon observations made during on -site field work conducted from Sunday, 26 March 2006 through Saturday, I April 2006_ Graphic representations of each of the areas were prepared after field verification and noted patterns were observed, and noted by interviewed personnel. Observations were then Jmade and an actual vehicle count was recorded at 5:00 AM, 2:30 PM and 8:00 PM at each of the three subject locations — Lake House, a 180 Unit complex with 148 1 Bedroom and 32 2 Bedroom Units, or 212 Bedrooms, Magnolia Grand, a 60 Unit L complex with 201 Bedroom and 40 2 Bedroom Units, or 100 Bedrooms, and at Tower Villas, a 56 Unit complex with 341 Bedroom and 22 2 Bedroom Units, or 78 Bedrooms. ` It should be noted that all complexes are 100 percent occupied. Data was recorded as actual number of vehicles, vehicles per Unit, and vehicles per Bedroom. Data is L presented in raw form and graphically as Sheets f_H -3 and 4 for Lake House, Sheets U L� MG -3' and 4 for Magnolia Grand, and Sheets IV -3 and 4 for Tower Villas. A Summary of recorded data for all Campus Wide independent Living Units, as actual number of vehicles, vehicles per Unit, and vehicles per Bedroom, is presented as Sheets GW -1 and GW 2. In addition, an interview was conducted with Michele Rist, the Director of Marketing for the Village for the past 18 years, prior to commencing the count and typical use patterns and peak periods were discussed. Separate interviews were also conducted with Management and Gate Security personnel. Historical data was reviewed, and field observations were made relative to parking use for Marketing functions, to analyze wasting and projected use. K 1 ...r �� dr� -%iii ?`,-' -✓ < ^ F ' m �J m _ Gds r�S._n .sue pp A. `v1" or,s ps •z�� . J t 15 --44'.r - 2- I Md KA lam, ; >�g Stern _ "Yale.. c _NeAk • ate' ' ,QSa.c - 4'n�'�"' `• -dip p � ae—� I �txaY,Ei'. S�r3._- W: I*RO— M, L _ 'z --a e william alan northsea a r c h i t e c t florida registration number AR 0008222 4117 nw 66th terrace galnesville, florida 32606 352377-0328 billnsea @bellsouth.net Existing Parking Survey - The Village for a 4D40 N Car" Eorn -W IhrO� 5w. 200 D351T� 7=4 Lake House - The Vlage Gainesville. Flonda mss_ a� S II i I E I� � file number date sheet number 27 march 06 0603 -1 - visions LH -1 I E I� � CD { y' LJ 0 o ' N CTS 2 0m 0 w i 41 i a,m a l a n n o r t h s e a Existing Parking Survey - The Village architect _ �' .� AGtlNC�dFapvsy flonda nmlt"AR OMM s 2f�gp�ppp�� 41171mSSthtermce gainesvlie,florida3zs06 Lake House -The village 3 52 377 -0 3 28 Gam. Flonda 450. m D' CD � D 5ID �./ U) I 1 i �I I - -I n { { Renumber date sheet number 27 aswchM 0603 -1 `-i5b- LH -Z CD CL C> 0 CD CO) CA CD CL 7r X V/ CD .; - -: CD CD { y' LJ 0 o ' N CTS 2 0m 0 w i 41 i a,m a l a n n o r t h s e a Existing Parking Survey - The Village architect _ �' .� AGtlNC�dFapvsy flonda nmlt"AR OMM s 2f�gp�ppp�� 41171mSSthtermce gainesvlie,florida3zs06 Lake House -The village 3 52 377 -0 3 28 Gam. Flonda 450. m D' CD � D 5ID �./ U) I 1 i �I I - -I n { { d Renumber date sheet number 27 aswchM 0603 -1 `-i5b- LH -Z d . W�R TWO V �- _ � 4 - " 1 t i 'A 1 Ir -MAP Ili drig Survey - The Village 'e^ date sheet number 27 mamb 05 ". 0603-1 MG -1 U zo Mg-T.-7=04 11� If �o 2"5%14= 1 4ia Grand - The I PW V He, F1 Ei �. 0 G) Is QL 0 o� N +U 1 O O � O • O william alan northsea !� a r h i t e c ft;&>AR 4117 nw 66th terrace Vie, ftorwa 316U6 352 377-0328 Xisting Parking Survey - The Village for .� OO N Catrtl—. s� ' Magnolia Grand -The Vllage Gamesv�le. Ronda II 1�! Me number date sheet number 27 rtw=h o3 0603 -1 i wom MG -2 II 1�! a a :,,� ��,z'a�.� T= "�+xL:l,/�'ic, -'; "i �2t tea^^- - n�r'w�"�a' � • ��v.'�eK'�"�,'e � " -e, ��fr.�,y rT ir.av� ice" - ^'�c�:_.S -...f d. - �i%5�+�" • Y� w, .X „�'a -- ..zw_-,Y w -�• per A`: ` >• mix °•3 _ "{v.sn- f r tl:'- L- . `+, _ _ '' ^ PEI Wy_AL'�`E.in,1•imr��i4.aGC �r 3 w-x.•�T n u; aster ' K' i `- _ - - -� - NO Kit a. a •- =��' � '� �„ — tea'- - _< a .a- a a a D William alan northsea a r c h i t e c t ftdda registralion number AR 0008222 4117 nw 66th terrace gamesvdle, florida 32606 352 377 -0328 blllnsea@bellsouth net Parking Survey - The Village for V 4MII" IE,,n 'h,�xa9 .hazo oaonT -75' 4 2,4 5s"m Tower Villas - The Village Gainesville. Flonda •.JAa.et.��2 _.- - 9 1I 1 11 -JI II f>I file number date sheet number 27 march 06 0603 -1 revisions TV -1 0 0 �o o o o x Irp� o=3 O c G ED CD 0) 0 c Z o 0 0 0 0 �o william alas northsea a r c h i t e c t ftWantWjmfimmomb rAR000t3222 4117 nw 66th terrace garmsvise, ft dda 32506 352 3TF -032& 005t., I CD -_ N< o E3!! N Cl) N X Nil iy vuf vcy - for �, 4 xOwl. T -74ID1 e Issa� .r Villas - The YDs I i f frry (si fde number date sheet number n -06 asap -� TV.2 I i f frry (si �l ' FI �! n :I i 0 r 0 i 1 1 n f ill i H J �U i � U J I; 3.0 Raw Data Lake House -180 Units 212 Bedrooms 100 Percent Occupied Sunday AO DAM 2:30 PM 8:00 PM 26 March 06 71 Cars 79 Cars 72 Cars 27 March 06 .39 /Unit .34 /BR .44/Unit .37 1BR .40 /Unit .34/BR Monday 9:00 AM 2:30 PM 8:00 PM 27 March 06 89 Cars 88 Cars 95 Cars .49/Unit .42/BR .48/Unit .43/BR .53/Unit .45BR Tuesday 9:00 AM 2:30 PM 8:00 PM 28 March 06 87 Cars 95 Cars 90 Cars .48/Unit .341BR .53/Unit .45/BR .50/Unit .421BR Wednesday 9:00 AM 2:30 PM 8:00 PM 29 March 06 91 Cars 94 Cars 75 Cars .51 /Unit .431BR .52/Unit' .44BR .42/Unit .35/BR Thursday 9 :00 AM 2:30 PM 8:00 PM 30 March 06 94 Cars 91 Cars 82 Cars .52/Unit .44BR .51/Unit .43/BR .46/Unit .39/BR Friday 9:00 AM 2:30 PM 8:00 PM 31 March 06 92 Cars 97 Cars 72 Cars .51/Unit .431BR .54/Unit .46BR .40Nnit .34BR Saturday 9:00 AM 2:30 PM 8:00 PM 1 April 06 79 Cars 85 Cars 91 Cars .44/Unit .371BR .47/Unit .40/BR .51/Unit .43/BR Magnolia Grand - e0 Units 100 Bedrooms 100 Percent Occupied Sunday 9:00 AM 26 March 06 47 Cars .78fUnit _471BR _78/Unit .47BR Monday 9:00 AM 27 March 06 42 Cars .72/Unit .43/BR .70/Unit .42/BR Tuesday 9:00 AM 28 March 06 44 Cars .65/Unit .39BR .73/Unit .44/BR 2:30 PM 8:00 PM 47 Cars 46 Cars .78fUnit _471BR .77/Unit .46BR 2:30 PM 8:00 PM 43 Cars' 47 Cars .72/Unit .43/BR .78/Unit .47/BR 2:30 PM 8:00 PM 39 Cars 45 Cars .65/Unit .39BR .75 /Unit .45 1BR _1_ Wednesday 9:00 AM 2:30 PM 8:00 PM 29 March 06 40 Cars 41 Cars 47 Cars .67/Unit .40BR .68/Unit .41BR .78/Unit .47BR Fl Thursday 9:00 AM 2:30 PM 8:00 PM ! 30 March 06 38 Cars 47 Cars 34 Cars- .63/Unit .38BR .78/Unit .47BR .57/Unit .34/BR i Friday 9:00 AM 2:30 PM 8:00 PM 31 March 06 46 Cars 39 Cars 50 Cars j .77/Unit .46/BR, .65/Unit .391BR .83/Unit .50 /BR i l l Saturday 9:00 AM 2:30 PM 8:00 PM l I 1 APrif 06 46 Cars 43 Cars 44 Cars .77/Unit .46BR .72/Unit .431BR .73/Unit .44/BR ilI n I Tower Villas - 56 Units 78 Bedrooms 100 Percent Occupied 1 Sunday 9:00 AM 2:30 PM 8:00 PM 26 March 06 37 Cars 42 Cars 40 Cars �l .66/Unit -47/BR .75RJnit .54BR .71/Unit .51/BR _ Monday 9:00 AM 2:30 PM 8:00 PM l l 27 March 06 41 Cars 43 Cars 44 Cars l 1 .73/Unit .531BR .77/Unii .55/BR .79/Unit .56BR (l Tuesday 9:00 AM 2:30 PM 8:00 PM U 28 March 06 44 Cars 40 Cars 41 Cars .79/Unit .561BR .71/Unit .51/BR .73/Unit .53BR Wednesday 9:00 AM 2:30 PM 8:00 PM 29 March 06 43 Cars 40 Cars 40 Cars r, .77/Unit .551BR .71/Unit .51BR .71/Unit .51/BR U Thursday 9.00 AM 2:30 PM 9.00 PM 30 March 06 42 Cars 41 Cars 48 Cars a.75/Unit .541BR .73/Unit .531BR .86/Unit .621BR Friday 9:00 AM 2:30 PM 8:00 PM j 31 March 06 45 Cars 40 Cars 40 Cars U .80Nnit .581BR .71/Unit .51BR .71/Unit .511BR j) Saturday 9 :00 AM 2:30 PM 8:00 PM L) 1 April 06 40 Cars 41 Cars 46 Cars .71/Unit .511BR .73/Unit .531BR .82/Unit .591BR J U -2- f n F1 �I �n ri r� e t 1 1 1 1 1 1 Li �I U L � U Campus Wide Independent Living Units - 296 Units 390 Bedrooms 100 Percent Occupied Sunday 9:00 AM 2:30 PM 8:00 PM 26 March 06 155 Cars 168 Cars 158 Cars .521Unit .40113R .57/Unit .43/BR .53/Unit .41113R Monday 27 March 06 Tuesday 28 March 06 Wednesday 29 March 06 Thursday 30 March 06 Friday 31 Mangy 06 Saturday 1 April 06 Marketing 9:00 AM 172 Cars .58 /Unit .44113R 9 :00 AM 175 Cars .59/Unit .45113R 9:00 AM 174 Cars .59/Unit .45113R 9 :00 AM 174 Cars .591Unit .45113R 9:00 AM 183 Cars .621Unit .471BR 9:00 AM 165 Cars .561UNt .42113R 2:30 PM 174 Cars .59/Unit .45113R 2:30 PM 174 Cars .59/Unit .45113R 2:30 PM 175 Cars .59/Unit .451BR 2:30 PM 179 Cars .60/Unit .461BR 2:30 PM 176 Cars .59/Unit .45BR 2:30 PM 169 Cars 57/Unit .431BR 8:00 PM 186 Cars .63/Unit .48BR 8 :00 PM 176 Cars .59/Unit .451138 8:00 PM 162 Cars .55/Unit .421BR 8:00 PM 164 Cars 55/Unit .421BR 8:00 PM 162 Cars .55/Unit .421BR 8:00 PM 181 Cars .61/Unit .46BR The Marketing staff currently consists of four employees and there are no plans for expansion of the staff. All Marketing operations must be scheduled in advance with the staff and any unscheduled visitors are fumed away at the entrance gate to the campus, and asked to contact staff for an appointment. Operations generally consist of a tour of the campus and discussion that lasts two and one half hours and must be scheduled in advance. Marketing tours historically have occurred at the rate of 50 tours per month and are scheduled as such, or 12.5 tours per week on a seven day week basis. Although the entire staff of four is rarely present at the same time, an evaluation indicates the need for 4 employee spaces, and a maximum of two guest spaces as tours are not scheduled simultaneously. Visitors or vendors not scheduled to tour are extremely rare but may account for an additional space on occasion. Michele Rist, Director of Marketing for 18 years has indicated a maximum need for 8 spaces presently, 4 for staff, 2 for scheduled appointments, and 2 for vendors or on- campus personnel. Although she has indicated she believes that need will not change in the future, a maximum need for 10 spaces is a logical conclusion. -3- Cars Per Bedroom 0 0 0 0 0 0 0 0 0 n n n n o 0 o O �ch 9:00 AN Q2:30 PN 0 v rn 8:00 PN 4 9:00 AN a =2:30 PN =rw 6`� 8:00 PN w -q 9:00 AN ID 2:30 PN C, 8:00 PN C* 9 :00 AN 9C- a y 2:30 PN =a 8:00 PN o—i 9:00 AN �c D'@ 2:30 PN rn 8:00 PN �-n 9:00 AN 9 =. o� 2:30 PN rn 8:00 PN CD 0 0 0 �v 9:00 AM file number date a.Q2:30 PM 1 Apra 06 o tv 8:00 PM 0603 -1 revisions MG-4 CD 0 0 0 william alan northsea a r c h i t e c t florida regatra(lon number AR 0008222 4117 nw 66th terrace ganesville, Honda 32606 352 377 -0328 bdlnsea(Mbellsouth net Existing Parking Survey - The Village for sa.�..,r u�fI. N. r�� Magnolia Grand - The Village Gamesvdle. Flonda �9 file number date sheet number 1 Apra 06 0603 -1 revisions MG-4 \ \ \ \` \ \\\� \ \ \ \ I INE=M\\\\ \� \\ \ \ \ \�\ \ \ \ \ \\ . • : EMENNE william alan northsea a r c h i t e c t florida regatra(lon number AR 0008222 4117 nw 66th terrace ganesville, Honda 32606 352 377 -0328 bdlnsea(Mbellsouth net Existing Parking Survey - The Village for sa.�..,r u�fI. N. r�� Magnolia Grand - The Village Gamesvdle. Flonda �9 �J �i i file number date sheet number 1 Apra 06 0603 -1 revisions MG-4 �J �i i Cars Per Bedroom O o Ii J 3 3 0 o O F 9 -00 AM D a 0,2:30 PM P o O OO s N :30 PM 0 0 Cars Per Bedroom O o Ii J 3 3 0 o O F 9 -00 AM a 0,2:30 PM 0 8:00 PM DCD 4 9:00 AM Dn2 :30 PM =rm 8:00 PM N coL 9:00 AM Q2:30 PM 8:00 PM �(D 9:00 AM Kn ��2:30PM D =ra CM 8:00 PM Do39:00AM �c x2:30 PM �m 8:00 PM `'O 9:00 AM �-n a w 2:30 PM D 8:00 PM 9:OO AM >cn �.Q2:30 P Ow c1l< 8:00 PM Cars Per Bedroom O o Ii J 3 3 0 o O D william alan northsea a r c h i t e c t flodda registration number AR 0008222 ' 4117 my 66th temaca gactesvale, forida 32606 352390328 bdlnsea @beilsarthnet Existing Parking Survey - The Village fff Sw'W2W trY Campus Wide Independent Living Units - The Village l; C it CL h 0 r ,I CL _. ll c� I� IJ co CD o0) CL 0 N O N i ca N ;J Wco ro X ' J (I file number date sheet number I Apd 0 0603 -1 CW -2 .. • r vo HIRM\ \\\�\ \` \ \ \�\ D william alan northsea a r c h i t e c t flodda registration number AR 0008222 ' 4117 my 66th temaca gactesvale, forida 32606 352390328 bdlnsea @beilsarthnet Existing Parking Survey - The Village fff Sw'W2W trY Campus Wide Independent Living Units - The Village l; C it CL h 0 r ,I CL _. ll c� I� IJ co CD o0) CL 0 N O N i ca N ;J Wco ro X ' J (I file number date sheet number I Apd 0 0603 -1 CW -2 I n 4.0 Summary and Conclusion (� A Summary of collected data is as follows: J Lake House -180 Units 212 Bedrooms 100 Percent Occupied Peak High - 97.00 Cars .54 Cars /Unit :46 Cars/ Bedroom Average - 86.14 Cars .48 Cars /Unit .41 Cars/ Bedroom n Peak Low - 71.00 Cars .39 Cars /Unit .33 Cars/ Bedroom l I Magnolia Grand - 60 Units, 100 Bedrooms 100 Percent Occupied FIPeak High - 50.00 Cars .83 Cars /Unit .50 Cars/ Bedroom Average - 43.57 Cars .73 Cars /Unit .44 Cars/ Bedroom Peak Low - 34.00 Cars .57 Cars /Unit .34 Cars/ Bedroom Tower Villas - 56 Units 78 Bedrooms 100 Percent Occupied Peak High - 48.00 Cars .86 Cars /Unit .62 Cars/ Bedroom Average - 41.81 Cars .75 Cars /Unit .54 Cars/ Bedroom Peak Low - 37.00 Cars .66 Cars /Unit .47 Cars/ Bedroom Campus Wide Independent Living Units - 296 Units 390 Bedrooms 100 Percent Occupied Peak High - 186.00 Cars .63 Cars /Unit .48 Cars/ Bedroom Average - 171.52 Cars .58 Cars /Unit .44 Cars/ Bedroom i 1 Peak Low - 155.00 Cars .52 Cars /Unit .40 Cars/ Bedroom It was observed that although during the seven day pattern there were some slight peaks at different times of the day, each of the observed complexes seem to have a relative constant number of visitor, staff and service vehicles in addition to resident vehicles using the parking facilities at each of the different times of day. The conclusion that can be reached, based upon observation and recorded data, is that the Peak High far Independent Living Units at the entire complex, occurring at the } Tower Villas Complex, is .86 Cars /Unit or .62 Cars /Bedroom, and the Peak High for all of the Independent Living Units on a campus wide basis is a value of .63 Cars /Unit or .48 Cars/Bedroom. i) IIR'es�pectfull , j I William Alan Northsea, Architect {_ Florida Registration AR 0008222 i u� CD � aCD . s I v a s E e h a G Attachment "E" ITE Trip Generation Rates Trip Generation Rates - Per ITE Existing Use ITE Land Use Code Existing Weekday AM Peak PM Peak Senior Adult Housing Attached 252 229 797 17 26 Assisted Living 254 94 258 24 36 TOTAL 323 1055 41 62 Proposed Use ITE Land Use Code Proposed and To Remain Weekday AM Peak PM Peak Senior Adult Housing Attached 252 229 797 , 17 26 Assisted Living 254 210 576 53 80 TOTAL 439 1373 70 106 Total New Traffic 318 29 44 1 J:\ 02026 \02026002.00\DOC\Permits \City of Clearwater\AttachmentE_Trip Generation Rates doc o � � B t a L 1 I t 1 t r I t Attachment "F" Bella Terra on the Bay 2855 Gulf to Bay Blvd FLD2008 -05012 Response to 6 -4 -08 DRC Comments 1. Environmental Condition Prior to building permit: Provide detailed erosion control measures for the construction wash down area. Not Met Sarah 3osuns 562 -4897 A construction entrance detail has been added to sheet SC2.03 and note to Erosion Control Plans. 2. Fire Condition The porte- cacheres must have a clear height of 14'. Acknowledge PRIOR TO CDB Not Met Leonard Rickard 562 -4327 x3078 The porte- cocheres [IL entrance and ALMS entrances] are designed to have a 14' -0" height clearance. Please refer to Wall Sections [Sheet A4.07 and Sheet A4.101. Confirm with Jim Keller (City of Clearwater Fire Plans Review) that the existing note is sufficient. 3. , Fire Condition Must Comply with Ordinance No. 7617 -06 Radio System Regulations for .buildings, Install 911 Radio Repeater / Antenna Booster System for emergency Fire and Police communications. Acknowledge intent to comply in letter fonn for file PRIOR TO CDB Not Met Leonard Rickard 562- 4327 x3078 The architect will request the application for this system from Jim Keller. A letter, or email if sufficient, will be sent to Jim Keller confirming the willingness to comply. 4. Fire Condition Add 80,000 lb. requirement to bridge comment on page CS3.02 and SC3.04 PRIOR TO CDB Not Met Leonard Rickard 562 -4327 x3078 A note has been added referring to an inspection report prepared by Delta Engineering, assuring that the 80,000 lb. bridge requirement is met. Additionally, a certification letter issued by Delta Engineers has been provided to Jim Keller and Wayne Wells. A copy of the letter is included in the resubmitted package. See Attachment "II ". 5. Fire Condition Provide location of Fire Department Connection. This must be a minimum of 15' from the building in an accessible location and be within 25' to 50' of a dedicated fire hydrant. Show on Utility pages PRIOR TO CDB. Not Met Leonard Rickard 562 -4327 x3078 The location of the FDCs has been added to the utility sheets. Additionally, a Siamese connection can be located in the exterior wall of the Pump Room if necessary [BOH120]. 6. Fire Condition All vehicle gates will be required to be equipped with a Knox Key switch and have battery backup in the event of power outage. Show on plan pages SC3.O1,SC3.02, SC3.03, SC3.08 PRIOR TO CDB Not Met Leonard Rickard 562 -4327 x3078 A note indicating the need for a Knox Key and battery back up has been added to the requested sheets above. Additionally, the application for this system has been requested from Jim Keller. 7. Fire Condition All vehicle gates must maintain a minimum 20' clear opening. Show on pages SC3.01, SC3.02, SC3.03 & SC3.08 PRIOR TO CDB Not Met Leonard Rickard 562 -4327 x3078 The vehicle gates have been redesigned to ensure the minimum clear opening conforms in all locations to this requirement and the measurement has been added to the sheets above. J \02026 \02026002 00\D0C\Pe=ts \City of Clearwater \AttachmentF_6- 4- 08_DRC Comments_ reponse7 -2 -08 doe �8. Harbour Master Condition No issues. Not Met Wayne Wells, AICP 727 -562 -4504 9. Land Resource Condition Reassess potential impacts at every tree to be preserved. Address utility demo impacts under the trees canopies. Insure all proposed utilities are addressed, roof drains and sanitary demo at trees #361 and 4366, sanitary demo at tree #352, roof drain at trees #431, 411 and 440, water lines at 9440 and storm drain at tree 398. The proposed sanitary is too close to tree #357. These are just a few examples. Revisit every tree to insure every impact is addressed prior to building pen-nit. Not Met Rick Albee 727 - 562 -4741 The Applicant has decided to utilize a certified arborist at the site 6 months prior to and during construction to ensure preserved trees are properly pruned and protected. Utility demolition plan conflicts have been addressed by the engineer in conjunction with the landscape architect. As mentioned during the DRC, roof drains will run above existing ground to- avoid - damaging - trees — -- — -- - - The Landscape Architect has reviewed the specific tree conflicts noted above as well as the overall tree preservation plan, and revised barricades and utility locations accordingly. Trees rated 2.5 and larger have been included in the overall calculations as trees to be replaced when removed. Notes were added to the preservation table to acknowledge that existing utility lines that would appear to be in conflict with existing trees are to be abandoned in order to reduce impact to existing root systems. 10. Land Resource Condition Show the proposed underground eclectic on the tree preservation plan and address the possible tree impacts prior to building pen-nit. Not Met Rick Albee 727 - 562 -4741 The underground electric has been added to the tree preservation plan, and revisions have been made to address potential impacts to existing trees. 11. Landscape Wheel stops are required for all parking spaces that abut landscape areas (in addition to required curbing). This applies to both existing parking spaces to remain and new parking spaces. Not Met Wayne Wells, AICP 727 -562 -4504 Wheel stops will be added to the proposed parking spaces that require this feature. As discussed during DRC, a waiver from providing wheel stops to existing spaces is requested. 12. Legal Condition No issues. Not Met Wayne Wells, AICP 727 -562 -4504 j� 13. Parks & Rees Condition The Public Art and Design Impact Fee is due and payable on this project U prior to issuance of building permit. This fee could be substantial and it is reconnnended that you contact Chris Hubbard at 727 -562 -4837 to calculate the assessment. Not Met Debbie Reid 562 -4818 Will comply. 14. Solid Waste Condition Please explain how all solid waste will be handled. Not Met Wayne Wells, AICP 727 -562 -4504 A solid waste roll -off system and recycling dumpster will be located within the service yard. See sheet SC3.03. Trash throughout the campus will be collected by maintenance employees and disposed in the compactor. 15. Storm Water Condition a. The following shall be addressed at Building Pen-nit application. 1. City of Clearwater criteria allows only 1/2 credit to be given to the existing impervious area in curve number deternlination. Per TBE's correspondence with City Engineer Phuong Vo, the Existing ` Curve Number calculation has been adjusted to reflect City of Clearwater's criteria. See Attachment `F 1' for revised calculations. J \02026 \02026002 00 \DOC\Pemuts \City of Cleam ater\AttachmentF_6 -4 -08 DRC Co=ents_reponse7 -2 -08 doc b. Provide a copy of the approved S WFWMD permit. Approved SWFWNM ERP Permit No. 44030075.002 for this project is forthcoming. A copy of the SWFWMD approval letter will be submitted when received. c. Show on the construction plan a drainage easement drawn from the center line of the creek to a point 25 -feet beyond the top of bank on either side of the creek to be dedicated to the City of Clearwater. Sufficient documentation shall be submitted and approved prior to issuance of the first Certificate of Occupancy. Please contact Earl Barrett at 727 -562 -4754 for further information. Corrections have been made to show that the entire ditch shall have a drainage easement. See sheet SC3.04 d. The City of Clearwater suggests a 25' private drainage easement over the pond outfall pipe of the - Harbour Wood Nursing Center- - to -be- dedicated - -to -the- owner -of -this-center. Please show this easement on the construction plan and a copy of the easement document to be submitted to the City for record. An existing cross - access agreement between HarborWood and BVG sufficiently addresses stormwater pipes and all shared utilities. General note: 1. DRC review is a prerequisite for Building Permit Review; additional comments may be forthcoming upon submittal of a Building Permit Application. Not Met Steve Doherty 562 -4773 16. Traffic Eng Condition a. Traffic Operations Division shall require that the parking study take into account similar assisted + living facilities in the Pinellas County area. The parking ratios for these facilities in the nearby area are a better reflection of what the proposed parking will be. , Explanation of the methodology used to conduct the parking study has been provided to the Traffic Operations Division and they agree that an additional study is not necessary. b. Handicapped parking stalls shall be dispersed throughout all buildings. Handicap parking spaces have been dispersed near all building entrances. c. Provide 9 handicap - parking stalls per Florida Accessibility Code for Building Construction Chapter 11, Section 11- 4.1.2. Also show this on the "Site Data" page. Plans have been revised to include 9 spaces and total HC spaces are noted on the site data table G1.01. d. Provide handicap parking stall and sign details compliant with City standards. http: / /Nvww.myelearwater. com/gov/ depts/ pwa /engin/Production/stddet/index. W �. Sheet SC6.01 includes the City of Clearwater details. e. Provide ADA standard truncated domes where sidewalk crosses the roadway and/or driveway. Use FDOT 2006 Design Standards Index 304 and provide this detail on the site plan. Sheet SC6.01 includes truncated dome details in the handicap and pedestrian ramps. f. Provide typical dimensions for parking stalls and drive aisles. The dimensional width and length of a parking stall shall be to current City standards. Typical parking space dimensions are shown on Site Plan Sheets A through F. g. For multiple building(s), handicapped parking spaces shall be dispersed and located closest to the accessible entrances (Florida Building Code Ch. 11 Section 11- 4.6.2). Handicap spaces are located closest to the accessible entrances for the main building. See sheet SC3.00. h. The above to be addressed prior to a Community Development Board (CDB) hearing. General Note(s): 1) Applicant shall comply with the current Transportation Impact Fee Ordinance and fee schedule and paid prior to a Certificate of Occupancy (C.O.). 2) DRC review is a prerequisite for Building Perniit Review; additional comments may be forthcoming upon submittal of a Building Permit Application. Not Met Steve Doherty 562 -4773 J \02026 \02026002 00 \D0C \Permits \City of Clearwater \AttachmentF_6- 4- 08_DRC Comm ents_reponse7 -2 -08 doc 17. Zoning Condition Show or indicate the location of all outside mechanical equipment and required screening. Not Met Wayne Wells, AICP 727 -562 -4504 The electrical transformers have been screened with landscaping. The service yard, containing most of the large mechanical equipment has been screened with a decorative wall and landscaping combined. The HVAC equipment located on the roof will be screened through the design of the building facade. 18. Zoning Condition Based on the floor plans submitted, there are "skilled nursing" units indicated on the second and third floors. The property is zoned Medium Density Residential (MDR) District, where "nursing homes" are not a listed permissible use. One cannot request such use through Residential ID Infnll Project -use, as the criteria requires - requested uses to be- listed within the zoning district. Nursing homes are permissible in the MHDR District. Revise. Not Met Wayne Wells, AICP 727 - 562 -4504 A rezoning application has been submitted to change the zoning to MHDR. 19. Zoning Condition a. Sheet G1.01 - Site Data — Indicate the existing Land Use designations on the property. Land uses have been added to the site data table b. Indicate the land area (square footage and acreage) under the three land use designations /zoning districts (CG /C, R/OG /O and RM/MDR). Indicate how the overall density was calculated, including that AL units are based on three beds = one dwelling unit, and upon what acreage the +density was calculated (if utilizing all three land use designations /zoning districts and based on density averaging). We have to report density averaging projects to the Pinellas Planning Council (PPC). Also, since these land use designations have different maximum ISR's, provide the proposed ISR per land use designation. All Land Use designations are included on the Site Plan sheets and land area devoted to each designation is included as well. The overall density is based on 3 beds equals 1 dwelling unit and averaged as shown below. a. CG FLUP (24 du/a) portion is 2.45 acres and permits 58 dwelling units or 174 ALF beds b. R/OG FLUP (15 du/a) portion is 0.34 acres and permits 5 dwelling units or 15 ALF beds c. RM FLUP (15 du/a) portion is 28.33 and permits 424 dwelling units or 1,296 ALF beds d. Calculated density utilizes all three FLUP /Zoning designations, is based on density averaging across the entire site and utilizes three (3) ALF beds equals one (1) dwelling unit. e. Total permitted density was determined using the above acreage and equals 484 dwelling units or 1,485 ALF beds. f. Existing density on the 31.12 acre site is 32 units (94 ALF beds) and 229 attached dwelling units (independent senior living). G. Total proposed density on 31.12 acre site is 299 dwelling units. This is calculated using 210 (94 existing beds and 116 new beds) ALF type beds, which equates to 70 attached dwelling units and 229 (73 ' existing and 156 new) Independent Living/Attached Senior Housing units. c. Additionally, need to know if the number of beds /density of the nursing home outparcel is based solely on their land area (acreage) or if any portion of their density utilized the subject property to attain their number of beds /density (we previously spoke of such issue). May be in written form. rJ \02026 \02026002 00 \D0C\Pernuts \Qty of Clearwater \AttachmentF_6- 4- 08_DRC Comments_reponse7 -2 -08 doc 1 The density calculation for the 120 -bed HarbourWood Rehab Center is based only on their land area of 2.711 acres and their permitted RM density of 15.0 du/a. This calculation also considers that the nursing home unit is calculated per code at 3 beds per 1 dwelling unit. 2.711 x 15 = 40 dwelling units x 3 =120 beds. d. Sheet SC3.00 - Indicate on the subject property the locations of the land use designations Commercial General (CG) and Residential Medium (RM) and the locations of the Zoning Districts Commercial (C) and Medium Density Residential (MDR). Not Met Wayne Wells, AICP 727 -562- 4504 Will comply. 20. Zoning Condition Sheet G1.01 - Revise Site Data Note #1 to 2855 Gulf to Bay Boulevard. Not Met t� Wayne Wells, AICP 727 -562 -4504 - Site Data Note # 1 has been revised. 21. Zoning Condition Please provide the math to document the Harbour Wood Nursing Home density is contained on its own property. Our occupational license indicates 120 beds. You indicate in your response to General Applicability criteria 41 that their density is 14.7 du/acre. I do not know their acreage and am unclear if you used 3 beds = one du. If their density is not contained on their own property, need to reflect such in your density calculations for this project. See above response 19.c. 22. Additionally, please provide documentation that they have their required parking on their own property. Parking requirement is one space /1,000 square feet of GFA. If they do not have their required parking on their own property, since this nursing home used to be part of Morton Plant Mease property, then need to provide required parking on the subject property of this application to meet the minimum Code requirement. Not Met Wayne Wells, AICP 727 -562 -4504 The HarbourWood Rehab center currently has 63 delineated parking spaces. The gross floor area of the HarbourWood Center is 49,165 square feet, which requires 50 parking spaces to satisfy City code requirement. As such a surplus of 13 parking spaces is available at the HarbourWood Rehab Center above that which is required by code. 23. Zoning Condition Building elevations all buildings need to indicate the proposed exterior materials Zoning � ( b) P p and colors. Provide samples /swatches of proposed colors (such as color 1 and 2, etc.). Not Met Wayne lv�;ells, AICP 727 -562 -4504 The architect has provided these details as part of the resubmittal package. 24. Zoning Condition On all appropriate site plan sheets and landscape sheets, show all required sight triangles. Ensure all objects and landscaping within the visibility triangles meet requirements. Not Met Wayne Wells, AICP 727 -562 -4504 Site triangles meeting Clearwater Code have been added to the plans. 25. Engineering Condition a. Applicant shall obtain permanent address assignments from the Engineering Department prior to submission of a building permit application. Permanent address assignment will be obtained prior to submission of a building permit. b. The City of Clearwater will provide water taps, (Clearwater Code of Ordinances Section 32.095), set the water meters (Clearwater Code of Ordinances Section 32.096) and set the B.F.P.D.s (back flow prevention devices). The applicant is responsible for the water main extension from the tap to the device. Applicant is also responsible for all associated fees and all other installation fees. rJ \02026 \02026002 00 \DOC\Permts \City of Clearwater \AtiachmentF_6- 4- 08_DRC Comments_ reponse7 -2 -08 doc 1 The project will utilize the existing meter as well as the BFPD located on Gulf to Bay, which is currently under the owners account. c. Provide a copy of an approved Florida Department of Enviromnental Protection (F.D.E.P.) permit for the installation of the domestic water main prior to issuance of a building permit. Prior to Request for Clearance, the applicant shall be responsible for bacteriological testing of completed water mains and all fees associated with the testing. The health permit application form(s) can be found at: www.dep.state.fl.us /water /drinkingwater /forms.htm http://w-ww.dep.state.fl.us/water/driiikingwater/fom-is.htm A copy of an approved FDEP permit will be provided as soon as it becomes available. We ' are submitting an application (in duplicate) to be signed and completed by the City with our current submission. d. Please note the City Engineering has on file a recorded copy of a cross - access /cross parking agreement between the subject property and the Harbour Wood Nursing home (formerly Bayview Nursing Pavilion). The Applicant and adjoining property owner are aware of such of agreement, which has been included as part of the submittal package. It should be clarified that this is a cross- access agreement only. e. Identify all sanitary sewer manholes and provide proposed pipe lengths and slopes for all sanitary pipes to be replaced. Sanitary sewer manhole and pipes are identified, See sheets SC5.00 to SC5.06. £ Where water services are to be capped, the services shall be cut and capped as close to the water main as practical to prevent stagnation. Services will be capped as closed to the water main as possible. g. General Note: If the proposed project necessitates infrastructure modifications to satisfy site - specific water capacity and pressure requirements and/or wastewater capacity requirements, the modifications shall be completed by the applicant and at their expense. If underground water mains and hydrants are to be installed, the installation shall be completed and in- service prior to construction in accordance with Fire Department requirements. General Note: DRC review is a prerequisite for Building Permit Review; additional comments may be forthcoming upon submittal of a Building Permit Application. Not Met Steve Doherty 562 -4773 Acknowledged. 26. Zoning Condition The proposed project intends to keep the basic internal streets in their existing location. The request includes a proposal to gate this community, with a primary manned gate at Cross Blvd; a gate on Cross Circle northeast of the access drive to Sky Harbor Drive and a gate at the south r end of the Harbour Wood Nursing Home parcel on Cross Blvd. The address for this site is 2855 Gulf to Bay Blvd., which is intended to be retained. However, the Harbor Wood Nursing Home, which is on a separate parcel and is owned by another entity, is also addressed at 2855 Gulf to Bay Blvd (per the phone book and their occupational license). The Property Appraiser has the Harbor Wood Nursing Home at 2861 Gulf to Bay Blvd. By design, the proposed gating of the project will require Harbor Wood personnel and guests to access that facility via Sky Harbor Drive. The address for Harbor Wood Nursing Home, therefore, should change to a Sky Harbor Drive address. Has the proposed gating and net effect regarding an address change been discussed with Harbor Wood management? Not Met Wayne Wells, AICP 727 -562 -4504 The owners and managers of the HarbourWood facility are aware of the proposed gating plan as well as the City's request that they change to a Sky Harbor Drive address. The Bella Terra ownership wants to be a good neighbor and is willing to help to rectify this issue in conjunction ' with the City and HarbourWood management. The City shall consider allowing the HarbourWood Center to maintain its existing mailing address, but change its physical location J \02026 \02026002 0000C\Permits \City of Cleanater\AttachmentF_64-08 DRC Comments_reponse7 -2 -08 doc address to a Sky Harbor Blvd address. This is very common when a business owner lives or operates a business in a different location than the physical address of the business. 27. Zoning Condition We have been made aware by an adjoining property owner (Allan Stowell) that an air conditioning chiller located on the northwest side of the maintenance building west of the high -rise ALF building is extremely noisey. His concern is also with the closeness of the concrete pad to the property line. Can the concrete pad be cut back, while still maintaining adequate area for maintenance and operational aspects of the a/c unit and can a masonry wall a maximum of six feet in height be constructed to help mitigate the noise impacts of this a/c unit? Not Met Wayne Wells, AICP 727-562 - 4504 ■ Adjustments will be made to accommodate adjoining property owner as much as possible. 28.- Zoning Condition We -have been made aware by an adjoining property owner (Allan Stowell) that a gazebo and deck northwest of the high -rise ALF building has been constructed close to the property line (with the deck apparently extending onto Mr. Stowell's property) without the benefit of a building pen-nit. Provide documentation such structures were constructed with a building pennit, remove such structures immediately or need to request to retain such structures (later will need to obtain required after - the -fact building permits), although removing any encroaching structures on Mr. Stowell's property. Not Met Wayne Wells, AICP 727 -562 -4504 Adjustments will be made to accommodate adjoining property owner as much as possible. r29. Zoning Condition Sheet G1.01 - Site Data Note 411 - Since the plans indicate DER jurisdictional areas, unclear of the meaning of this note. Not Met Wayne Wells, AICP 727 -562 -4504 The note refers to animal species and has been clarified. e f adopting amendments to our Comprehensive Plan 30. Zon><nb a Condition The City is in the process y o p b p prohibiting ALF's and similar facilities from Coastal High Hazard Areas. Need to ensure such facilities are. not located within such Areas. See Gina Clayton for information regarding Plan amending language. Not Met Wayne Wells, AICP 727 -562 -4504 No portion of any building related to this project is located in the Coastal High Hazard Area. 31. Zoning Condition Flood zone information is missing from the survey. Revise. Not Met Wayne Wells, AICP 727 -562 -4504 Flood zone information has been added to the Site Data Table as well as the Master Site Plan Sheet. i32. Zoning Condition Survey and plans indicates a "Parcel 1 " in the northeast corner for the high -rise ALF build r g. This "Parcel 1" is presumed to be for internal applicant purposes only, as there is no separate parcel per the Pinellas County Property Appraiser information. Any such desire to separate this "Parcel 1" from the rest of the property (Parcel 2) requires the filing of a subdivision application with the City and compliance with. all applicable Code provisions. Not Met Wayne Wells, AICP 727 - 562 -4504 This condition was discussed during DRC and was determined to be informational only. At this time the Applicant is only requesting approval of the submitted site plan and rezoning applications 33. Zoning Condition Based on the number of parking spaces indicated on Sheet SC3.00 and assuming (based on the elevations of the nine duplex buildings) four parking spaces for each duplex building, I count a total of 427 parking spaces provided. Sheet G1.01 indicates a total of 424 spaces. Reconcile parking numbers. Not Met Wayne Wells, AICP 727 -562 -4504 J \02026\02026002 00\DOC\Permits \City of Clearwater \AttachmentF_6 4- 08_DRC Comments reponse7 -2 -08 doc The parking count has been verified and revised to 427 34. Zoning Condition Sheet SC3.01 - A pedestrian gate is proposed at the existing sidewalk on the north side of the drive to Sky Harbour Drive close to the proposed gate. While there are existing sidewalks on the south side of the drive to Sky Harbour Drive, these sidewalks appear narrow (not complying with ADA width requirements). Need to provide an accessible path meeting ADA requirements for this project to Sky Harbour Drive (see Traffic Engineering). Not Met Wayne Wells, AICP 727 -562- 4504 Sidewalks have been adjusted to comply with requirements. 35. Zoning Condition Sheet SC3.01 - A six -foot high decorative fence is proposed extending along Sky Harbour Drive north of the project drive and then into the property along the north side of this drive. There is an existing wall in this location. Unclear of the need for a double "fence /wall" at this location. Advise. Not Met Wayne Wells, AICP 727 -562 -4504 The decorative fence has been revised to meet, but not overlap, the existing wall at Sky Harbor Drive. 36. Landscape Sheet SC3.01, SC3.02, L3.00 and L3.01 - A six -foot high decorative fence is proposed extending along Sky Harbour Drive north of the project drive and then into the property along the 4_ north side of this drive and on the east side along Cross Blvd. Section 3- 804.A.3 requires a three -foot wide landscape area with a hedge on the outside of the fence on the street side of the fence. Additionally, with the amount of improvement to this property, even though the areas around this drive entrance on Sky Harbour Drive is not proposed to be renovated and is for "fixture" development, landscaping improvements should be made at tivs project entrance. Revise. Not Met Wayne Wells, AICP 727 -562 -4504 Landscape improvements have been made at the Sky Harbor entrance. The decorative fence has been revised to be set back behind the existing sidewalk, and space has been provided for a 3' landscape area between the fence and the sidewalk on the street -side. 37. Zoning Condition Sheet SC3.02 - Unclear why the proposed guard house could not be moved back to meet required (or greater than presently proposed) setbacks and provide the required opening width in the gate the Fire Department needs. Advise /revise. Not Met Wayne Wells, AICP 727 -562 -4504 The proposed guard house location has been shifted and now complies with all setback requirements 38. Zoning Condition Sheet SC3.02 - A proposed six -foot high decorative fence is proposed along the , south side of the existing parking lot north of the high -rise ALF building, placing the parking lot outside of the fencing. Unclear how persons parking in this parking lot access the high -rise ALF building, especially handicap individuals. Need to provide an accessible paths meeting ADA requirements for this project to Cross Blvd (see Traffic Engineering). Not Met Wayne Wells, AICP 727 -562 -4504 Persons visiting the ALF will access the building via an ADA accessible sidewalk that utilizes a pedestrian gate located near the guard house. 39. Zoning Condition Sheet SC3.02 - Show handicap parking in the parking lot north of the high -rise ALF building, meeting Code requirements. Not Met Wayne Wells, AICP 727 -562 -4504 Two (2) handicap parking spaces are already located in this lot and will be shown on the plans. J \02026 \02026002 00\DOC \Permits \City of Clearwater \AttachmentF_6- 4- 08_DRC Comments_ reponse7 -2 -08 doc 1 40. Zoning Condition Sheet SC3.03 - There is an existing dumpster at the southeast corner of the adjacent nursing home. Ensure the proposed decorative fence does not create issues for the trash truck turning movements. Not Met Wayne Wells, AICP 727 -562 -4504 Fence will be placed inside the Bella Terra property and should not have any effect on the trucks movement for the adjacent nursing home. 41. Zoning Condition Sheets SC3.01( ?), SC3.02, SC3.03 and SC3.05 - The chain link fencing along the north property line (cannot tell if it is proposed along the entire north property line - see Sheets SC3.01 and SC3.02) and along the west property line south of the Harbour Woods Nursing Home parcel must be green or black vinyl clad and must be planted with a continuous hedge or vine per Sections 3 -805.0 and .D (Sheet S3.04 indicates adequate landscaping along southwest property line). Not Met Wayne Wells, AICP 727 -562 -4504 In an effort to minimize disruption to existing residents, landscape improvements and fencing along the northern property line will be implemented with future phases that include underground utility improvements that will disrupt these areas. The existing fence will remain until the time such improvements are made. A detail showing the fence along the west property line south of the Harbour Woods Nursing Home parcel will be constructed of green vinyl clad has been added to the landscape detail sheet. 42. Zoning ondition Sheet SC3.03 - Proposed pavement near the southeast corner of the Nursing Home g p p parcel does not meet the required 5 -foot side setback and the 10 -foot landscape buffer. Sheet SC3.09 Nstates the pavement is proposed at a 4.9 -foot setback, while that which is drawn on Sheet SC3.03 is less than 4.9 feet. However, unclear why such setback and buffer cannot be met and Staff cannot support a 0.1 -foot reduction to the required setback. Revise. Not Met Wayne Wells, AICP 727-562 - 4504 As discussed during the DRC meeting and included as part of the application package, the setback and buffer requirements can not be met due to minimum spacing requirements of the City of Clearwater Fire Protection Design and Construction Documents and natural site features (trees and wetlands) that limit the ability to shift the proposed building to the east. As such this deviation from Code will allow sufficient public safety while preserving the natural r, quality of the site. 43. Zoning Condition Code requires the undergrounding of any on -site overhead utilities. Not Met Wayne Wells, AICP 727 -562 -4504 Existing overhead utilities will be routed underground in the proposed redevelopment area. However, in the northerly portion of the site not slated to be improved the existing overhead utilities will not be altered from their current state until redevelopment of those areas occur. 44. Landscape Sheets L3.00 - L3.05 - Indicate the property lines on these sheets. Not Met Wayne Wells, AICP 727 -562 -4504 Property lines have been indicated on the landscape plans. 45. Landscape Sheets L3.01 and L3.03 - A 10 -foot wide landscape buffer is proposed along the east property line and the request is to reduce it to five feet. A six -foot high decorative fence is proposed within this buffer, but no continuous hedge or shade trees every 35 feet. Provide a continuous hedge within this five -foot area on the inside of the proposed fence (DSP may be spec'ed in this area but plans are not clear; DSP is too small otherwise; Code requires shrubs as part of hedges to be 18 -24" high at time of planting). Provide accent trees (two accent trees = one shade tree) within this buffer where possible. Do not plant proposed accent trees under the canopy of existing trees. Not Met Wayne Wells, AICP 727 -562 -4504 �' J \02026\02026002 00\DOC \Permits \City of C leanvater\AttaclimentF_6- 4- 08_DRC Comments reponse7 -2 -08 doe A continuous hedge has been provided within; the 5' area along the proposed fence. Canopy trees or accent trees will not be planted in this area due to existing canopy coverage. 46. Landscape Sheet L3.06 - Planting Schedule lists the specifications for SPX and WRX "as noted on plan ". Plan does not indicate height of these palms. Code requires a minimum height of 10 -foot clear trunk. Revise to indicate minimum height. Not Met Wayne Wells, AICP 727 -562 -4504 Height of palms has been indicated on the landscape plans. 47. Landscape Sheet L3.06 - Code requirement for accent trees is a minimum of eight -foot tall and two- inch caliper at time of planting. Planting Schedule specifications for LI, LJ and MC do not indicate these minimum standards. Revise. Not Met Wayne Wells, AICP 727 - 562 -4504 The planting schedule has been revised to assure a minimum of eight -foot tall and two -inch caliper specifications for LI, LJ and MC. 48. Landscape Sheet L3.01 - Parking lot north of the existing high -rise ALF can be improved with landscaping within the east and west perimeter buffers (none shown). Revise. Not Met Wayne Wells, AICP 727 -562 -4504 As discussed during DRC, the landscape drawings have been revised to show proposed plantings along the easterly side of the parking lot and existing plantings to remain along the westerly end. 49. Landscape Sheet L3.11 - 'If the required "interior islands required" is 28,318 sf and the "interior islands provided" is 30,671 sf, with shrubs required at 50% of the "interior islands required" of 14,159 sf, unclear how the "shrubs provided" is greater in square footage (31,866 sf) than the "interior islands provided" of 30,671 sf. Advise /revise. Not Met Wayne Wells, AICP 727 -562 -4504 The landscape calculations have been revised to show the correct square footage of shrubs provided within interior islands. 50. Zoning Condition Sheet L3.11 - Remove the "Parking Requirements" from this sheet to avoid inconsistent information, as the numbers provided are inconsistent with that on Sheet G1.01 and by actual parking counts. Not Met Wayne Wells, AICP 727 -562 -4504 The "parking requirements" have been removed from this sheet. 51. Landscape Sheets L3.00, L3.01, L3.02 and L3.11 - Landscape buffers are required along the north property line adjacent to the commercial areas fronting on Gulf to Bay Blvd and along the north property line of the Harbour Wood Nursing Home parcel. Unclear Nvhy these areas are being ignored, being shown as "future development ", as these areas can be planted to meet the requirements and preserved when these areas are developed in the future. Revise. Not Met Wayne Wells, AICP 727 - 562 -4504 Buffers have been provided along the north property line of Harbour Wood' Rehab Center. In an effort to minimize disruption to existing residents, buffers along the northern property line adjacent to the commercial areas fronting Gulf to Bay Blvd. will be implemented during future redevelopment of that property, which will include underground utility improvements that will disrupt planting in these areas. IJ \02026\02026002 00 \DOC \Permits \City of Clearwater\AttachmentF_6 -4 -08 DRC Comments_ reponse7 -2 -08 doc a 52. Landscape Sheet L3.02 - Seven PE are proposed along the east property line of the Harbor Wood Nursing Home parcel. Since PE produces sap, which people don't like dropping on their cars, recommending relocating any PE shown so that they are not closer than 20 feet to any parking area (we get many requests to remove pines for this reason; we are trying to prevent their future removal). Not Met Wayne Wells, AICP 727 -562 -4504 The seven PE's that were proposed have been changed to MC's. 53. Zoning Condition Sheet L3.03 - Relocate "wayfinding signage" out of Cross Blvd. roadway. Not Met Wayne Wells, AICP 727 -562 -4504 The signage element has been removed from the roadway. 54. Zoning Condition Sheet L3.10 - While signage is not being reviewed under this FLD case, the survey and Sheet SC3.01 indicate a "signage easement" at the Sky Harbor Drive entrance, which most likely is for the Harbour Wood Nursing Home. Unclear how the sign indicated on this sheet for this area provides any signage for the Nursing Home. Advise. Not Met Wayne Wells, AICP 727 -562 -4504 In -kind replacement of the existing "Bayview Gardens" sign face only is proposed. No changes are proposed to the existing "Harbour Wood" sign face or the sign structure as a whole. 55. Zoning Condition Sheet SC3.03 - A screen wall is indicated around the loading and dumpster area with a note to "see landscape plan" assumably for the details for such. No such screen wall is indicated on the Landscape Plans. Revise. Not Met Wayne Wells, AICP 727 -562 -4504 The detail for the screen wall has been added to the landscape details. 56. Zoning Condition Sheet SC3.02 - Assumably there will be a pedestrian gate at Cross Blvd near the guard house. If the "pedestrian gate" detail on Sheet L3.10 is to be used, this is a problem with fence height. Advise /revise. Not Met Wayne Wells, AICP 727 -562 -4504 The fence detail has been revised to be only 6' -0" in height. The trellis has been removed. 57. Zoning Condition Sheet SC3.03 - In order to comply with ADA accessible path requirements for the Harbour Wood Nursing Horne parcel, won't a pedestrian gate be required at the sidewalk at Cross Circle (see Traffic Engineering)? Not Met Wayne Wells, AICP 727 -562 -4504 The fence location has been revised so that a pedestrian gate will not be needed at the Harbor Woods location, but will be installed further north near the vehicular gate. 58. Landscape Sheet L3.12 - Irrigation system must provide 100% coverage to all landscaped areas. Not Met Wayne Wells, AICP 727 -562 -4504 The irrigation notes have been revised to state that an irrigation system will be provided for 100% coverage to all landscape areas. A detail on the preservation details shows how a radial pattern will be used around existing trees to preserve root systems. 59. Zoning Condition Provide typical floor plans for the duplex units. Not Met Wayne Wells AICP 727 - 562 -4504 Typical floor plans for the duplex units have been provided as part of the resubmitted package. 60. Zoning Condition a. Elevations and Height - Definition of "height, building or structure" requires height to be measured using the average grade elevation of the site to the top of the building. Need to determine the height of the building so we can advertise properly (see also "b" below). Average grade has been determined to be 13.5 feet. As such, the proposed maximum building height will be no greater than 83 feet. J \02026 \02026002 00\DOC \Permits \City of Cl eanvater \AttaclimentP_6- 4- 08_DRC Comments _ reponse7 -2 -08 doc b. Based on the Code definition of "height, building or structure ", parapets may only extend a maximum of 42- inches above the flat roof of the building. In this case, and assuming under "a" above that the building height is exceeding 50 feet, the parapet/mansard roof is dimensioned at 9'- 11 ". Since this parapet/mansard roof exceeds the maximum of 42 ", the request for an increase to height would need to be determined from the average grade of the site to the top of the parapet/mansard roof. Requested building height has been revised to measure from average grade to highest point on the roof system, as identified above. c. Based on the Code definition of "height, building or structure ", mechanical rooms may only extend a maximuin of 16 feet above the flat roof of the building. I am unaware if any of these structural projections above the flat roof deck shown on the elevations are solely mechanical rooms or purely decorative architectural features. If solely mechanical rooms, Staff cannot support heights of these mechanical rooms exceeding 16 feet above the flat roof deck (dimensioned at 19'- 10"). For purely decorative architectural features, we would need to advertise the height of the building rather than the height of the parapet/mansard roof (see "b" above) but to the top of these decorative architectural features. Not Met Wayne Wells, AICP 727 -562 -4504 Requested building height has been revised to measure from average grade to highest point on the roof system. 61. Zoning Condition Elevations - Elevations are directionally impaired (revise): a. East is really West; b. South is really North; c. West is really East; and d. North is really South. Not Met Wayne Wells, AICP 727 -562 -4504 The plans have been revised 62. Zoning Condition Based on the floor plans submitted for the main building, it is unclear what the maximum population (ie: maximum number of beds) is anticipated in this facility for areas other than the independent living units (attached dwellings), including the memory support, skilled nursing ( ?) and assised living units. How many beds per room? We need to include such population in the request. Not Met Wayne Wells, AICP 727 -562 -4504 All uses other than the IL units will only be 1 bed per room. The proposed building will contain 116 ALF type beds and 138 IL units (64 Ibedroom and 74 2 bedroom). The 9 IL duplex cottages will contain 18, 2 bedroom units. 63. Zoning Condition Application/request - Ensure the request includes the maximum number of beds that will be in the ALF (existing and proposed) and includes all setback reductions, parking reduction, height increase and landscape buffer reductions. Not Met Wayne Wells, AICP 727 -562 -4504 The maximum number of beds proposed as part of this project is 210 (94 existing to remain in the ALF tower and 116 new beds in the main CCRC building). 64. Landscape Comprehensive Landscape Prograin - Need to identify all reductions or changes from Code landscaping requirements that are requested and the reponses to the crteria need to address these ' reductions and changes in light of the criteria. Landscape associated with the Comprehensive Landscape Program shall exceed minimum Code requirements to offset the areas where minimum Code will not be met. Not Met Wayne Wells, AICP 727 -562 -4504 The Comprehensive Landscape Program has been revised to identify all reductions or changes from Code. The Landscape Calculations diagram has been revised to identify all reductions as well. IJ \02026 \02026002 00\DOC\Permrts \Cjty of Cleanvater \AttachmentF_64- 08_DRC Comments_ reponse7 -2 -08 doc 1 65. Zoning Condition Attachment B - a. Ensure all reductions to setbacks are consistent with that listed by Staff in the "request "; b. Reductions to setbacks and landscape buffers are not required for cross - access driveways; and c. Ensure all landscape buffer reductions are consistent with that listed by Staff in the "request ". Not Met Wayne Wells, AICP 727 -562 -4504 The setback and buffer reduction requests have been reviewed to ensure consistency with the Staff request. 66. Zoning Condition Parking Sufficiency Study - a. Introduction - Harbour Wood to the west is a nursing home, not an assisted living facility; b. Existing Conditions - It is unclear if you are equating independent living units with independent living BEDS. If independent living units are attached dwellings by our Code, these dwellings could have a minimum of one person to "x" number of persons living in it. You further refer to 323 living units (= to people ?); c. Proposed Conditions - Again, you refer to 116 assisted living units (= to beds ?); d. Proposed Conditions - The duplex dwellings are proposed along the south and east sides of the property, not the west. Correct? e. Was there an analysis done on the existing Bayview Gardens as to the number of units /beds, the number of persons living in the facility owning a car or cars, when the existing parking spaces are fully utilized ID (or empty), the use of buses for the existing facility, etc.? This would be good infornnation relative to the existing facility providing a comparison to the proposed conditions. Not Met Wayne Wells, AICP 727 - 562 -4504 The parking sufficiency study has been revised in accordance with the above comments. ' 67. Zoning Condition Ensure the responses to the General Applicability, Comprehensive Infill Redevelopment Project and Residential In.fill Project criteria address all of the requested reductions and/or increases in the individual responses, as appropriate to the criteria. Not Met Wayne Wells, AICP 727 -562 -4504 The criteria has been reviewed and revised in accordance with the above comment. 1 68. Land Resource Condition Show to remove all #1 and 42 rated trees prior to building permit. Not Met Rick Albee 727 - 562 -4741. Tree removal plans have been revised to show all trees rated 91 and 42 have been removed except for'four trees (shown in red in the preservation table), which have instructions from the arborist that they could be preserved if special measures are taken. 69. Land Resource Condition Tree replacement are required for all 42.5 rated trees and above and palm trees equal I", removed or replacements. Revise calculations prior to building permit. Not Met Rick Albee 727 - 562 -4741. The landscape calculations have been revised to include all trees rated 92.5 and above to be removed in the replacement calculations. IJ \02026 \02026002.00 \DOC\Permrts \City of Cleam ,ater\AttachmentF_6- 4- 08_DRC Comments _ reponse7 -2 -O8 doe IN ,g �0 �I I� A .e is P 0 1 1 1 B 1 1 Y 1 1 1 1 e e e ATTACHMENT `F 1' REVISED CURVE NUMBER CALCULAITONS AT BASIN `A' AND REVISED STORM ROUTING CALCULATIONS AT BASIN `A' (POND `A') Jorge A. Hemandez, PE FL REG. No. 59898 Date: �, J. \02026 \02026002 00 \DOC\Permits \City of Clearwater WttachmentFl_stormwater _ response7- 2- 08.doc 0 1 s e C 1 1 t The following revisions were made to proposed Basin `A', and Pond `A' control structure `A -1' per the City of Clearwater's requirements: Only one -half of the existing impervious area was used. This area was added to the existing pervious area and the Curve Number (CN) was re- calculated. As shown in attached revised CN calculation, the existing CN calculation for Basin `A' (Pond `A') was revised per the City of Clearwater's criteria to 87.12. Note that the basin area remains at 7.26 acres. The pre - development peak discharge rate was re- calculated as 35.34 CFS (see attached revised ICPR pre and post development routing calculations). Pond `A' control structure `A -I' was revised so that the post development peak discharge from proposed dry detention Pond `A' will be limited to the adjusted pre - development peak discharge rate of 35.34 CFS. The 25 year 24 hour design storm was routed through an FDOT Type `D' modified control structure with the weir elevation set at the water quality elevation of 17.10 (see attached Plan Sheet SC6.05 showing the revised Structure `A -1'). Revised control structure `A -1' was designed to maintain a maximum stage of 18.42' at Pond `A', allowing for 9.4 inches of freeboard. Note that Pond `A' will still discharge directly in the existing ditch system via a 24" RCP storm pipe. Pond `A' post development 25 year 24 hour peak discharge rate is 35.30 CFS, which is less than the pre - development allowable discharge rate. The following is a summary of the revised results of Pond `A': Pond Maximum Inflow Rate Discharge Rate Top of Freeboard ID Stage Pre - Development Post - Development Bank (Inches) (25 yr -24 hr) Allowable discharge Maximum Positive (Feet) Feet CFS CFS Pond A 18.42 35.34 35.30 19.2 9.4 i� i r u w 5 i 1 I) f G' r t I t� �1 Clearwater Fire & Rescue o 610 Franklin Street — Clearwater, Florida 33756 mater Public Works Administration — Engineering Department U 100 S. Myrtle Avenue, Suite 200 — Clearwater, Florida 33756 FtRR �LOXII $ HY©R I, NT VVORK$H ET (Revised 03/29/2006) This worksheet is required to be submitted to and approved by the Authority Having Jurisdiction (AHJ) prior to DRC meeting for any project that ismore than 3 stories or more than 30 feet in height above the loviest Fire Dept vehicle access point or for any other project that will require an Automatic Wet Standpipe System and /or Fire Pump before any permits for new building construction, building expansion or fire hydrants will be issued by the City of Clearwater. Information and design must comply with Rorda Building Code, Chapter 9 - Fire Protection Systems, Florida Fire Prevention Code to include applicable NFPA Code (NFPA 1, 13, 13D, 13E, 13R, 14, 15, 20, 291 and 1142 Annex H) and AWWA M -17 - Installation, Feld Testing and Maintenance of Rre Hydrants. PROilC?T INFORMATIQN; = - ; " = `- - - ` =5 - Project Name: Qtk_ka 'JeK -6 Cl{it Project Address 23 j \p CVk1 kO �q� MN O - Ca' td 2% 5 5 G-Ok V _X® $ct\, C\m ? R. f-k— 3-A l5 0i Location of barest Fire Hydrant: kkk1 \bi IV(\ !�\ , �` - Hydrant #' . Size of Water Main Supplying Fire Row: p I' Looped System or Dead End WaterMain? IDCCi al Static: "V.1'y psi Residual: bO psi Pitot_ SIT psi Flow. 1150 gpm Distance of Test Gauges Relative to the Base of the fuser: Horizontal N PI Ft. Vertical Elevation N (1 Ft- Hydra nt Test Conducted by: N. fbTwo (IrcludelAttach Copy of Actual Test Sheet) Area # Classffica#on Description of Hazard Protected (CoumodityDescription, Storage Height andArrangerrant, if applicable). r c t PW . a�Mau-) I free' w Attach Additional Sheets l` Necessary Pagel of 3 I I I 11 11 i ri I System Corrp onent Applicabla-WPA Standard I Year Edition and OffierAppli cable Codes or Stafutes .2-0 1+ E WOO AffechAddIdonal Shasts If Necessary If Project IndudesFire Pump, Supplythe FolloWng: Fire Pump Infoirriation: Pump Capacity: Iwo 9PM Rated Pressure: 1110 psi On-Site Storage Tank Capacity (7): 0 lk - Chum Pressure* psi Pressure @ 150% HOW. W10 psi WF Preparerr-bme: Company Name: kA-61, N VOM �_ WV%kVi(x� �NWtl w Mailing Address; ?Oi V4F- 2 ka NPIt.— 'OYC, U40 City: —AL. Lq&(I�VOA� state: Zip: T�30 D 3108 Phone: Fax: 'C�"A- %5- SLI ?R Paget of 3 :QN �PAI M �eT F Area 9 system Type Area (sq. it.) Density (ypt;Wfi) Inside Hose (gpm) Outsfda Hose (gpm) k kt-� 1 15 6 0 f(A ID, , yx 01da too ito Im MarhAddftnal Sheets ifffecessery Total Needed Fire Row(N.F.F.) ISM lam Is Existing System Supp Y Suff dent to Meet N, FF. Above? — No Yes I I 11 11 i ri I System Corrp onent Applicabla-WPA Standard I Year Edition and OffierAppli cable Codes or Stafutes .2-0 1+ E WOO AffechAddIdonal Shasts If Necessary If Project IndudesFire Pump, Supplythe FolloWng: Fire Pump Infoirriation: Pump Capacity: Iwo 9PM Rated Pressure: 1110 psi On-Site Storage Tank Capacity (7): 0 lk - Chum Pressure* psi Pressure @ 150% HOW. W10 psi WF Preparerr-bme: Company Name: kA-61, N VOM �_ WV%kVi(x� �NWtl w Mailing Address; ?Oi V4F- 2 ka NPIt.— 'OYC, U40 City: —AL. Lq&(I�VOA� state: Zip: T�30 D 3108 Phone: Fax: 'C�"A- %5- SLI ?R Paget of 3 t t t t t 1 1 1 1 i MAR- 11- 2008(TIl €) 08 %09 1F5 -V51, IK (FRX)727 572 7[66 P.002 /004 Color Code— CtassA—Green Ftowuapamty: luw-- Iyaoerr,, G ass 5 - Orange Ftow Capacity: 500 - BRO gpm greater Gass C - Red Flow Czpaoity: Loss then 500 gpm Comments: Hy&ant Number MRANT INSPECTION Job Rjv el.4l Job Brant Make Direction O s CCLW Job No::rb 33 Name'. CLVJ: h Rro Addret CCLW: CLW: Service Thranda S. Fas i u. N ox C 1$t1Zl : G�tia x. 3�-1 NO jM� Phonse - 67 � In actor. GaskEt9 OK O O NO, OK OK: NO NO 0 , 7. Stern Q elation O NO NO YES' OK: NO NO YES: e . YES• OK: tSK: S Leeks a u3olnts LW: CLW: CCSQ CLWeads ens CCLW CL . CCLW: CLW: LGasketS I OK " N0: OK P81 OK YES 7. PSI E}K d" NO; 0 NO: PSI .t!' OR PSI OK NO Leaks e & Joints NO Y>=S: NO 610. PS! PSI Statlo Prossure Residual l >reesure PSI PSI" PSI PSI PSI PSI Residual Pressure 6-0- PSI PSI PSI plot PMssuro PSI PSI Picot Ptessuro PSI G. P. M. t D � r~ -.n — wnnikr – 1 Chfl Anrn n' Color Code— CtassA—Green Ftowuapamty: luw-- Iyaoerr,, G ass 5 - Orange Ftow Capacity: 500 - BRO gpm greater Gass C - Red Flow Czpaoity: Loss then 500 gpm Comments: Hy&ant Number Brant Make Direction O s CCLW LW: CCLW CLVJ: CCLW: LI.VY: CCLW: CLW: Service Thranda OK N ox NO OK: NO jM� OK Q GaskEt9 OK O O NO, OK OK: NO NO 0 , 7. Stern Q elation O NO NO YES' OK: NO NO YES: t1D' YES• OK: tSK: S Leeks a u3olnts . PSI Steil, 0 elation PSI NO: P51 OK I Slatio'Prsssure NO: P81 PSI YES 7. PSI NO. PSI Reaida�,I'�ressvre NO: PSI PS! PSI PSI Pilot Pressure, PSI i'$1 PSI PSI PBI Residual l >reesure PSi Color Code - -CdaSs A— Careen now t'npniaiy. I... ".w biv... _ s f88t3r Class 5 — Orange Flow Capacity: sou — 920 opm 8 Close G- Red Flow Capacity: Less than 60o gpm Comments, HYdmrnt Number N dram Make Dlfeoflori•O ens CCLW: CLW: CCLW: CLW: CCLW: CLW: CCLW: CLt� Setvtcsa Threads Oaf: NO: OK N0: OK: NO: 0 , N0: Gaskets OK: h t7 OK: WO: OK: tSK: NO: NO: _OK: OK NO: Steil, 0 elation OK: NO: OK NO NO: YES: __ NO: YES 7. Leaks e & Joints NO. YES: NO: YES: PSf Pressure PSI i'$1 PSI PSI PBI Residual l >reesure PSi PSI PSI P &t plot PMssuro PSI PSI G- P' W' n- t ,. S rnm nnm rr color (,ode- •ClassA-Greeh - Flowoapa01ry: }uvu--- ias,-.gpm t,iosy,..� -uy - .. - -r - -• _. Class $ - Orange Flow Gapecdly: 500 - 09.09 gpm greater Class C - Red Flow 0epachy: Lass than 6017 gpm Corra'n-ants, 1B TITLE: BELLA TERRA STANDPIPE 0 0 H N a a4 w u; a E: E a 8 � r O O O O O O O rl O O O p O 1 p O 0 co r LO c�4tD0w axw�n�n�x 0 0 r Q+ O a u v D D D 1 0 0 w 0 0 0 0 lw , , f, °_ater U Clearwater Fire & Rescue 610 Franklin Street — Clearwater, Florida 33756 Public Works Administration — Engineering Department 100 S. Myrtle Avenue, Suite 200 — Clearwater, Florida 33756 FIRE FLOW & HYDRANT WORKSHEET (Revised 0312912006) This worksheet is required to be submitted to and approved by the Authority Having Jun scliction (AHJ) prior to DRC meeting for any project that is more than 3 stories or more than 30 feet in height above the lovest Fire Dept vehicle access point or for any other project that will require an Automatic Wet Standpipe System and/or Fire Pump before any permits for new building construction, building expansion or fire hydrants will be Issued by the City of Clearwater Information' and design must comply Wth Rodda Building Code. Chapter 9 - Fire Protection Systems, Florida Fire Prevention Code to include applicable NFPA Code (NFPA 1, 13, 13D, 13E, 13R, 14, 15, 20, 291 and 1142 Annex H) and AWWA M -17 - Installation, Field Testing and Maintenance of Fire Hydrants PRf�.IEC'f INj=,ORM�TfOfV - -. -- � - - - - - - •, - -- - _ - _ _ Protect Name: Btw6 Project Address: 2$1So CW l C kG �QF`f 'Bk\1 d . At 6 2% 5!5 (Wk k Q D '`! ky(A Location of rarest Fire Hydrant: 8`! Wax A f Q . Hydrant #: fj Size ofWaterMain Supplying Fire Row: Looped System or Dead End Water Main? 'Dt_ci d Ef\d Static: `V l psi Residual: (Dfy psi Pitot: 3J psi Flow: J.Q-2 O gpm Distance of Test Gauges Relative to the Base of the Riser. Horizontal R Ft. Vertical Elevation A Ft. Hydrant Test Conducted by: �, f\X\kko (Include /AtlachCopy of Actual Test Sheet) Area # Classificaffon Description of Hazard Protected ( Conwodrf yDescrip lJon, Storage Height andArrangermd ifappficable): 3 GR ►(1OAVLY',Wngd m-ec gn(ca� ?Qoem toitgqA- MOW 21 fee-4 AttachAobJitionaf Sheets if Necessary Page 7 of 3 U 1 I RE ON PARAM Er ER Area System Type Area (sq. NJ Density (gpn-Vft) Inside Hose (9PM) Outdde Hose (gprd k VL� 15_80 bwP, boo We v [190 too I � Attach A dDional Sheets if Necessary Total Needed Fire How (N.F.F.) JSW 'a�M f IMO QP'\%1\_ 11�1 " V )WNP Is Existing System Supply Sufficient to Meet N.F F. Above? - No ,,/ Yes Preparer Name: PIML MaMock Company Name: Mailing Address �EJJ VAC- WAO City: O'\J State: Zip: 3330 Phone: Fax: Page 2 of 3 I '1 Y UP, A - r MzMT 9 -A System Corrponent AppUcab1e•,NFPA Standard /Year Ewilion and 00erApplicable Codesor Statutes M-PN 114 4 LLi _A10 N -PA .10 pi- Edowzw AtfachAdditiom] Sheets if Necessary If Project lndudesFire Pump, Supplythe Fol;owng: Fire Pump Infuimation: Purnp Capacity: J()(jo gpm Chum Pressure: TEN-) --psi Rated Preswro: psi Pressure Q 150% Flow psi On -Site Sto rag r. Tan k Capacity (? Preparer Name: PIML MaMock Company Name: Mailing Address �EJJ VAC- WAO City: O'\J State: Zip: 3330 Phone: Fax: Page 2 of 3 I '1 Y t t 1 1 1 1 r i s MHR- 1}- 2flG6(TUE) 08.09 IFS-V5E, INE (F4X)727 572 7266 P.02/004 HYDRANT INSPECTION Jab r U aIV44W Narnw Address Job ND '=S �U15 Ll CI !Stl� : GL`tta Z 3'3'7 Phone: r` 67 50 {ns ector.. t Color code- LAa56A— fureerl rwvvunwaway. ww— " V'.•. - racier Gass 8— 0mago Flow Capacity: 600 — SD9 6pm g Class C - Rod Faw Capacity: Loss then WO gpm Comments* H drarlt Number i Hydrant Make . M p p ne CCLW LVJ: CCLw CLW: CCLW: C1.W: CLW; CCLYJ. Ct W: Service Thmad3 OK NO• OK Np: OK. NO O OK NO NO Gaskets OK. No. O NO. OK NO NO OK: O NO. Stem Operation oit WO; OK NO NO YES: OI4 NO: YES N4 NU. �S Leaks a &Jarnts No. YES_ NO: YES: ND: YES: PSI NO: Sf �talfaPressuro No: Psi PSI Psi PSI PSI Pesiduah ,rcESUre PSI PSI PSI P8t PSt PSI Pilot Pressure• PSI PSI PSI PSI PSI PSI G. P. M. _ PSI PSI Pilot Pressers - ctti.. r- r..rti.. _ 1>;M nnm nr Color Cade- C}asSA -Green rtowunpactiy: ,uuu, 1y7vyN greater Class 8 -Orange F}oW Cape0IW. 800 -9E8 gpm g Class o - Fled Flow Capacity: Love than 600 gpm Comments:'• HydcantNumber i H dram Make Dlrediori ens CCLW: CLW: CCLW: CLW; CCLVJ: CLW: CCLVJ: CL Servlce Threads OK NO: 034: NO: OK No: 0 OK: NCI: Gaskats OK: NO: OK: NO: OK: O'K: NO. NO: otc N4 Start•O eratlan OK: PLO: OK NO: YES: ND: YES: NO: YES Laake e & Jotnts No: YES: tSO PSI Slatrd Pressure PSI PSt PSI PSI PSI Residual Prmarwro PSI PSI _ PSI PSI Pilot Pressers PSI PSI a, P. M'. lGM n nr Color Code -Glass A - Green Flow G8rjW1y: rovo - 14vV 12Pm greater r� v Class S - Orange Flow Capacity 600 - 999 9om 9 Class G - Red Flow Capacity: Less than 600 gpm Gustomer 51 nswre: Oats: t 1 i 1 i s t i 1 1 Y SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 3/12/2008LCS \PLUMBING —FIRE CALCS \PLUNBItdG —FIRE CALC. HYDRANT #2.SDF JOB TITLE: BELLA TERRA STANDPIPE o. 0 0 N (D 3 0 w a 0 0 un v a� x .4 V) L a H U) O O a ' a' M }� U c W H �0 s O O o O O O o 0 o rn O O O O O O O O O CO 1- l0 N -V f'7 N C7 4 O 0 w R, 0 u} a ix w - 0, v: rl O 0 OD H 9 IS O 0 CD w r-! O a w O N r-i ►� M H M u i' 0 ° 0 ° dl r t� -d I COE" ° l til II o I e "% �V t DOne Tampa 17.wk, s: enter 20I h.'or".{h FranMrn Street. Slide !E40 TdT.ra, FL ±;_7� i2 ,aELTA E N G I N E E R$ T,,-,l t ;- 723- GTt'+C Fax, www deha- rtqc;r-e s i_-11-11 J u ne 4, 2008 DELTA ENGINEERS (COA #9770) Ralph Verrastro, PE # 39784 Director of Engineering We are a seamless extension of ovr clients' organizabons Manager John Waldo, Project Santa Fe Health Care Construction & Design Services P. O. Box 749 Gainesville, FL 32602 -0749 RE: Bella Terra Retirement Community Letter of Certification for Load Rating of 2 Bridges Delta Project No. 2008.091.001 x F Dear Mr. Waldo: ` Based on the load testing and load rating analyses we performed for the two bridges in the Bella Terra Retirement Community, we hereby certify that the both bridges have the capacity to safely carry all legal loads including the locally used fire truck with a gross vehicle weight of 80,000 pounds (40 tons ). The full details of our work on these bridges are included in our report dated May 13, 2008. If you have any questions, please call me at 607 - 222 -2978. Respectfully, p Y. DELTA ENGINEERS (COA #9770) Ralph Verrastro, PE # 39784 Director of Engineering We are a seamless extension of ovr clients' organizabons s— � u 1- •� �� o t I 1 Attachment "I" Bella Terra on the Bay 2855 Gulf to Bay Blvd FLD2008 -05012 Response to 8 -7 -08 DRC Comments General Engineering: 1. Revise utility plans to show that no sanitary sewer lines will be located under ponds. Per the August 12th meeting with City Engineers (Scott Rice, Rob Fahey and Steve Doherty) and Bryan Zarlenga (Project Engineer), the sewer line located under the westerly pond, C -2, will be relocated under Cross Blvd and the sewer line under the easterly pond, D, will remain in its existing location to limit�conflicts with existing trees. It was decided at this meeting that these changes could be made as part of the Building Plan submittal package and were not necessary prior to CDB. 2. The privately owned water distribution system on this site as proposed may develop stagnation problems due to long dead end lines and limited circulation. If the developer is interested in looping the water main via making a connection to the City water main in Sky Harbor Drive or other nearby point and removing the water meter /backflow prevention device near Gulf to Bay Boulevard to create an unrestricted water main the City of Clearwater may be agreeable to owning and maintaining what would become part of the pubic water system. If so, the City may be agreeable to assuming ownership subject to but not limited to the following: a. The developer would make any needed repairs /upgrades at the developer's cost, b. An appropriate easement would be deeded to the City, and c. No water mains would be permitted to be installed under drainage ponds. Per the August 12th meeting with City Engineers (Scott Rice, Rob Fahey and Steve Doherty) and Bryan Zarlenga (Project Engineer), it was decided that the water system could remain under private ownership, but that Hydrant #10 would need to be looped back to the proposed water line along Loving Lane to avoid a dead end situation. It was agreed at this meeting that this change could be made as part of the Building Plan submittal package and was not necessary prior to CDB. Additionally, engineering staff indicated that when the northern portion of the property is redeveloped the owner will need to re- evaluate the water system to ensure sufficient functioning, that the City will request that the water system is turned over to the City and that a connection is made to the water line in Sky Harbor Blvd. Prior to the issuance of a Building Permit: 1. Identify all sanitary sewer manholes and provide proposed pipe lengths and slopes for all sanitary pipes to be replaced. PLEASE PROVIDE PIPE LENGTH AND SLOPES FOR REPLACEMENT SEWER LINES ONE SHEET 5.01 All sewer pipe lengths and invert/main hole data has been provided. 2. Sidewalks are required to be installed on both sides of the roads in this development and have a minimum width of 4 -feet. Community Development Code Sec. 3 -1907. (PREVIOUS CONDITION NOT MET) J \ 02026 \02026002.00 \DOC \Permits \City of Clearwater\ AttachmentI_8- 7- 08_DRC_ response doc It was agreed at DRC that the Applicant would provide sidewalks between Cottages 4 -9, but that, sidewalks on both sides of the entire campus would not be necessary as long as a continuous sidewalk providing access to Gulf -to -Bay Blvd and Sky Harbor was available, which it is. Sidewalks between the identified cottages have been provided. 3. Sidewalks and sidewalk ramps adjacent to or a part of the project shall be designed and ' constructed consistent with City of Clearwater Contract Specifications and Standards Index #109, including the A.D.A. (Truncated domes per D.O.T. Index #304). (PREVIOUS CONDITION NOT MET) See Sheet 6.01. ADA compliant sidewalk ramps and yellow truncated domes have been located at all road crossings as requested by Staff. General Note: If the proposed project necessitates infrastructure modifications to satisfy site - specific water capacity and pressure requirements and/or wastewater capacity requirements, the modifications shall be completed by the applicant and at their expense. If underground water mains and hydrants are to be installed, the installation shall be completed and in- service prior to construction in accordance with Fire Department requirements. Acknowledged. General Note: DRC review is a prerequisite for Building Permit Review; additional comments may be forthcoming upon submittal of a Building Permit Application. Environmental: 1 . No issues. Fire: 1 .Show looped 8" line for fire line and fire hydrants. Acknowledge PRIOR to CDB NOTE: Fire Hydrants SHALL not be on a restricted line. ContactMr. Terry LaBelle Public Utilities Coordinator @ (727) 562 -4960 7227. Per the August 12th meeting with City Engineers (Scott Rice, Rob Fahey and Steve Doherty) and Bryan Zarlenga (Project Engineer), it was decided that Hydrant #10 would need to be looped back to the proposed water line along Loving Lane to avoid a dead end situation. It was agreed at this meeting that this changes could be made as part of the Building Plan submittal package and was not necessary prior to CDB. 2 .Fire Hydrants SHALL not be on a restricted line.(JFK) Public Utilities Coordinator contact / Mr. Terry LaBelle (727) 562 -4960 Ext.7227 Acknowledge PRIOR to CDB Acknowledged and discussed during the August 12th meeting with City Staff. Rarbor Master: 1 . No issues. Legal: ' 1 . No issues. Land Resources: 1 .5/27/08 -Show the proposed underground eclectic on the tree preservation plan and address the possible tree impacts prior to building permit. Underground' electric is located on the landscape plans and each tree has been reassessed and ' specific notes included. IJ \02026 \02026002 00 \DOC \Permits \City of Clearwater \AttachmentI_8- 7- 08_DRC_response doc 2 .7/23/08 -Show the building tie -in locations and address on the plans if trenched or directional bore. If trenched, direct lines away from trees and/or show root prune limits. Provide prior to building permit. Building tie -in locations are now shown on the preservation plans. Root prune limits have been indicated where utilities are trenched near existing trees. ' 3 . 5 /27 /08- Reasses potential impacts at every tree to be preserved. Address utility demo impacts under the trees canopies. Insure all proposed utilities are addressed, roof drains and sanitary demo at trees #361 and #366, sanitary demo at tree 9352, roof drain at trees #431, 411 and 440, water lines at 4440 and storm drain at tree 398. The proposed sanitary is too close to tree 4357. These are dust a few examples. Revisit every tree to insure every impact is addressed prior to _building pen-nit. 7/23/08 -Still saw some areas where utility installation under trees did not show root pruning and the sanitary at tree 9357 is still too close to the tree. Revisit every tree to insure every impact is addressed prior to building pernlit. The sewer line located in close proximity to tree 4357 will be relocated as part of the realigmnent of the sewer line from underneath Pond C -2. As agreed upon, this realignment will take place during building plan submittal. Proposed utility lines have been made clearer on the preservation plan to ensure the contractor can decipher between existing and proposed utilities. General notes on the plans and specific notes on the preservation schedule explain to the contractor that certain existing utilities are to remain abandoned to protect existing tree root structures that may have grown around them. Each tree to be preserved has been assessed and the proper root pruning has been shown on the plans. The Applicant has decided to utilize a certified arborist at the site 6 months prior to and during construction to ensure preserved trees are properly pruned and protected. Utility demolition plan conflicts have been addressed by the engineer in conjunction with the landscape architect. As mentioned during the DRC, roof drains will run above existing ground to avoid damaging trees. Address the proposed gas impacts at the trees to be preserved. Provide prior to building permit. The gas line is being designed by Clearwater gas and as such will they will need to adhere to all code requirements. Landscaping: 1 . 8/5/08 — WW - Response states you are requesting a waiver to providing wheel stops. This must be made through the Comprehensive Landscape Program. Justification, must be provided; however, Staff is not supportive of such a waiver. 5/8/08 — WW - Wheel stops are required for all parking spaces that abut landscape'areas (in addition to required curbing). This applies to both existing parking spaces to remain and new parking spaces. Wheel stops have been placed in all necessary locations within the redevelopment area. Wheel stops will not be included in areas not being redeveloped and as such a waiver from placing wheel stops in areas no included as part of this redevelopment is being requested through the Comprehensive Landscape Program. The owner understands and agrees to adhere to a Condition of Approval that any future development of the remainder of the site will need to conform to code. 1 1. \02026 \02026002 00\DOCTermrts \City of CiearNvater\ AttachmentI .8- 7- 08_DRC_response.doc I 0 I I 2. 8/5/08 — WW - Response says it is shown on the plans, but that layer must not have been turned on. There is verbiage stating where the property line is, but no lines that show it. 6/3/08 — WW - Landscape Sheets L3.00 - L3.05 - Indicate the property lines on these sheets. Property line has been indicated as a dark dashed line on the plans. 3. 8/5/08 — WW - Plans do not document any existing canopy that would prevent the planting of trees within this buffer. Based upon site inspection of this buffer area, there is significant area south of Cross Circle south of the high -rise ALF building that is void of any landscaping (other than grass) where accent trees can be planted unaffected by existing tree canopy. Upon further review with management, it is unclear why, except monetarily, the full 10 -foot (or seven -foot wide with decorative fence) wide buffer along the east side cannot be met by relocating the drive to the west for the 600 -foot length that the drive is presently located within the buffer. In checking with Rick Albee, there will be an impact on the existing trees to the west of this drive, but not a severe impact. Reconunend moving the drive and other improvements over to meet the required buffer. 6/3/08 — WW - Sheets L3.O1 and L3.03 - A 10 -foot wide - landscape buffer is proposed along the east property line and the request is to reduce it to five feet. A six -foot high decorative fence is proposed within this buffer, but no continuous hedge or shade trees every 35 feet. Provide a' continuous hedge within this five -foot area on the inside of the proposed fence (DSP may be spec'ed in this area but plans are not clear; DSP is too small otherwise; Code requires shrubs as part of hedges to be 18 -24" high at time of planting). Provide accent trees (two accent trees = one shade tree) within this buffer where possible. Do not plant proposed accent trees under the canopy of existing trees. Additional accent trees have been placed in an approximate 100 linear foot location along the easterly property line to supplement the landscape buffer. The remaining tree requirement has been planted elsewhere on the site. To ensure the health and future existence of vast trees throughout the site the Applicant has taken painstaking measures that limit any impact on the trees to remain. There is no practical benefit gained by moving a road over 2 feet to meet a buffer width when we are meeting the intent of the buffer requirement (screening the adjoining property owner) through the proposed landscape program and ornamental fence. Any potential impact on the adjoining property owner will be mitigated• after the proposed landscaping and fence are put in place. Any possible impact on the existing tree west of Cross Blvd in this location is a risk that should not be taken, just to move a road 2 feet over, especially as the road has existed without these buffer features for over 40 years without any deleterious impact on the adjoining property owner. Rick Albee states in his conunent that there will be an impact on the existing trees, but not severe, does a tree know the difference between a regular impact and a severe impact and is it worth finding out when we have taken such consideration to make sure other trees on the site are not impacted. 4. 8/5/08 — WW - Include as a condition of approval that the "future development" areas will need to meet Code buffer requirements at time of redevelopment (such that this development approval does not grant a future waiver to meet requirements). 6/4/08 — WW - Sheets L3.00, 1,33.01, L3.02 and L3.11 - Landscape buffers are required along the north property line adjacent to the commercial areas fronting on Gulf to Bay Blvd and along the north property line of the Harbour Wood Nursing Home parcel. Unclear why these areas are being ignored, being shown as "future development ", as these areas can be planted to meet the requirements and preserved when these areas are developed in the future. Revise. J:\ 02026 \02026002.00\DOC \Permits \City of Clearwater\ AttachmentI _8- 7- 08_DRC_response.doc As a condition of approval for this development application, the Applicant acknowledges and consents that when future redevelopment takes place in areas not being disturbed at this time it must conform to the Land Development Code standards in place at that time and that the approval to allow any existing non - conforming circumstances to remain in these undisturbed locations as a result of this development application package does not eliminate the basic ' obligation of the Applicant to meet existing code requirements in these locations in the future. A note has been made in the Comprehensive Landscape Program that all "future development" areas will meet code buffer requirements at time of redevelopment. The northern property line tree requirement has been placed throughout the site instead of along the buffer because future development plans are unknown at this time. However, shrub requirements in that area will be met in that location when future development is planned. 5. 8/5/08 — WW Sheet L3.12 was not resubmitted. Unclear if the Irrigation Notes on Sheet L2.13 are being substituted for Sheet L3.12. Advise. ' 6/4/08 — WW Sheet L3.12 - Irrigation system must provide 100% coverage to all landscaped areas. The irrigation notes and irrigation detail on sheet L2.13 are being substituted for the diagram that • was on Sheet L3.12. The previous diagram is no longer needed as all landscape areas will be irrigated now, and the diagram was deciphering between irrigation and hand watering. Parks and Recreation: 1 No issues regarding P &R impact fees - number of individual residential units will be the same, square footage of building footprint increasing by less than 1%. 2 The Public Art and Design Impact Fee is due and payable on this project prior to issuance of building permit. This fee could be substantial and it is recommended that you contact Chris Hubbard at 727 -562 -4837 to calculate the assessment. Acknowledged Stormwater: The following shall be addressed prior to issuance of Building Permit: 1. Provide a copy of the approved SWFWMD permit.] SWFWMD Permit will be provided when received. ' 2. A proposed drainage easement drawn from the center line of the creek to a point 25 -feet beyond the top of bank on either side of the creek to be dedicated to the City of Clearwater has been shown on the revised plan. Please submit easement legal description and other required documentation to Earl Barrett, Real Estate Services Manager at 727 -562 -4754 for review. Approval of the easement documentation is required prior to the issuance of the first Certificate of Occupancy. Acknowledged. This will be established prior the CO. 3. Please submit the existing cross - access agreement between Harbour Wood and BVG for review to detennine if the document can be in -lieu of the suggested 25' private drainage easement over the pond outfall pipe of the Harbour Wood Nursing Center The Cross - Access easement addressing utilities and vehicular and pedestrian accesses between the 2 sites was provided during the August 7th DRC and is included in the written application package. General note: 1. DRC review is a prerequisite for Building Permit Review; additional comments may be IJA02026 \02026002 00 \D0C\Pe=ts \City of Cl earwater\ Attachmentl _8- 7- 08_DRC_response.doc F t forthcoming upon submittal of a Building Permit Application. 2. At building permit application, applicant shall submit drainage report, soil report, and any other drainage related document for review and record. Acknowledged. Solid Waste: 1 . Please explain how all solid waste will be handled. A solid waste roll -off system and recycling dumpster will be located within the service yard. See street SC3.03. Trash throughout the campus will be collected by maintenance employees and disposed in the compactor. Traffic Engineering: 1. The distribution of handicap parking stalls needs to be re- worked. For multiple building(s), handicap parking spaces shall be dispersed and located closest to the accessible entrances (Florida Building Code Ch. 11 Section 11- 4.6.2). This was addressed at DRC and it was determined that handicap parking spaces do not need to be delineated for the proposed cottages and that the handicap parking spacing layout for the main building is appropriate. The Applicant acknowledged at DRC that if a handicap resident moves into any of the existing cottages then a handicap parking space meeting ADA code' will need to be delineated at that time. 2. On page SC6.01 handicap sign detail, change the Florida Statute number to read " 318.18 ". This has been revised on Sheet 6.01. 3. Provide ADA standard truncated domes where sidewalk crosses the roadway and/or driveway. Use FDOT 2008 Design Standards Index 304 page 6 of 6 and provide this detail on the site plan. See link provided: http: / /www. dot. state .fl.us /rddesiovrd/RTDS /08 /304.pdf This has been included on the detail sheet. All truncated domes will be yellow. 4. The 4 parallel parking loading spaces shall be 12' wide by 35' long. These spaces have been identified as loading spaces and redesigned to be 12'x35'. 5. On the site plan show marked white painted directional arrows for one- way circulation at the driveway at the Main CCRC building. Provided on revised plans. 6. Provide an accessible route connection for buildings 4 through 9. Buildings 4 - 9 shall connect to each other and also to the Main CCRC building. Provided on revised plans. 7. Provide a scaled turning template for a " -50 truck maneuvering in and out of the truck loading dock at the main ecre building. Provided as part of the civil engineering drawing on Sheet SC3.10 8. Provide vertical height clearance of 14' under all porte- cocheres. Note has been provided on the civil engineering drawings. The above to be addressed prior to a Community Development Board (CDB) hearing. General Note(s): 1. Applicant shall comply with the current Transportation Impact Fee Ordinance and fee schedule and paid prior to a Certificate of Occupancy (C.O.). J \02026 \02026002 00 \D0C \Permits \CAy of CleanN, ater\ AttachmentI_8- 7- 08_DRC_ response doc Acknowledged and already determined by Bennett Elbo. 2. DRC review is a prerequisite for Building Permit Review; additional comments may be ' forthcoming upon submittal of a Building Permit Application. Acknowledged Planning: 1 .8/5/08 — WW - It is my understanding from Tom Mahony in Engineering, who is a surveyor, that the survey is to have such flood zone information on the survey. Based on FIRM Panel 125096- 0017D, there is Flood Zone AE 10 on the property. Needs to be shown on the survey and Master Site Plan. Need to ensure proposed buildings meet FEMA regulations. 6 /3/08 — WW - Flood zone information is missing from the survey. Revise. Also reflect the ' flood, zones onto the site plans. There appears there may be a VE flood zone, which could affect location and/or design of units on the south side of the property. Flood Zone line has been clearly delineated on plan sheets. 2. 8/5/08 — WW - The City is experiencing problems in issuing permits to Harbour Woods because the address is the same as Bayview Gardens, even if the parcel numbers are slightly ' different. The address for Harbour Woods should really change to a Sky Harbor address for this, and emergency response, purposes. 5/27/08 — WW - The proposed project intends to keep the basic internal streets in their existing location. The request includes a proposal to gate this connmunity, with a primary manned gate at Cross Blvd, a gate on Cross Circle northeast of the access drive to Sky Harbor Drive and a gate at the south end of the Harbour Wood Nursing Home parcel on Cross Blvd. The address for this site is 2855 Gulf to Bay Blvd., which is intended to be retained. However, the Harbour Wood Nursing Home, which is on a separate parcel and is owned by another entity, is also addressed at 2855 Gulf to Bay Blvd (per the phone book and their occupational license). The Property ' Appraiser has the Harbour Wood Nursing Home at 2861 Gulf to Bay Blvd. By design, the proposed gating of the project will require Harbour Wood persomlel and guests to access that facility via Sky Harbor Drive. The address for Harbour Wood Nursing Home, therefore, should change to a Sky Harbor Drive address. Has the proposed gating and net effect regarding an address change been discussed with Harbour Wood management? The Applicant indicated at DRC that they would be willing to hand over their existing 2855 ' Gulf -to -Bay Blvd address to the HarbourWood facility to help facilitate this issue. 2 . 8/6/08 & 5/8/08 — WW - Building elevations (all buildings) need to indicate the proposed exterior, materials and colors (including the color name). Provide samples /swatches of proposed colors (such as color 1, 2, etc.). Material and colors have been identified on elevation sheets. 3. 8/6/08 — WW - I am not asking for the building to be relocated. I am asking for the pavement to meet the required five -foot setback. Proposed is 4.9 feet. Staff cannot support the reduction at this location. I am confident that, from an engineering standpoint, this required setback can be met through a minor relocation of the roadway. All trees in this area are being removed, so that ' cannot be a claim. 6/3/08 — WW Sheet SC3.03 - Proposed pavement near the southeast conger of the Nursing Home parcel does not meet the required 5 -foot side setback and the 10 -foot landscape buffer. Sheet ' SC3.09 states the pavement is proposed at a 4.9 -foot setback, while that which.is drawn on Sheet SC3.03 is less than 4.9 feet. However, unclear why such setback and buffer cannot be met and Staff cannot support a 0.1 -foot reduction to the required setback. Revise. r J \02026 \02026002 00\DOC\Pe=ts \City of Clearwater\ Attachment l_8- 7- 08_DRC_response.doc At DRC Mr. Jim Kelher agreed to allow the proposed road to be reduced to less than the required width for a fire lane of 24 feet in order to allow the,Applicant meet the required 5 foot setback. ' The road is now approximately 23 feet. 4.8 ' /6/08 — WW - Compliance with the Code requirements for this northern, area is not being waied forever with any approval of this request and any such approval will be conditioned upon compliance with Code requirements when that area redevelops. 60/08 — WW Sheets SC3.01( ?), SC3.02, SC3.03 and SC3.05 - The chain link fencing along the north property line (cannot tell if it is proposed along the entire north property line - see Sheets SC3.01 and SC3.02) and along the west property line south of the Harbour Woods Nursing Home parcel must be green or black vinyl clad and must be planted with a continuous hedge or ' vine per Sections 3 -805.0 and .D (Sheet S3.04 indicates adequate landscaping along southwest property line). As a condition of approval for this development application, the Applicant acknowledges and consents that when future redevelopment takes place in areas not being disturbed at this time it must conform to the Land Development Code standards in place at that time and that the approval to allow any existing non - conforming circumstances to remain in these undisturbed locations as a result of this development application package does not eliminate the basic obligation of the Applicant to meet existing code requirements in these locations in the future. 5. 8/6/08 — WW - Show sight triangles on Sheets SC3.01 (on both sides of drive at Cross Blvd ' north of security building), L3.00 (at Sky Harbor Dr) and L3.01 (on both sides of drive at Cross Blvd north of security building). On Sheet SC3.02 show sight triangles at street intersection of Gulf to Bay Blvd and Cross Blvd at the property lines, not the pavement edge. On Sheet L3.01, show Code sight triangles at street intersection of Gulf to Bay Blvd and Cross Blvd (not shown properly). 5/8/08 — WW On all appropriate site plan sheets and landscape sheets, show all required sight ' lriangles. Ensure all objects and landscaping within the visibility triangles meet requirements. Site triangle locations have been modified on the requested sheets. 6. 8/6/08 — WW - Need to be a little more specific with what is possible. Any approval will include a condition of approval for such. The HVAC unit was located and installed as part of approved permit BCP2005- 04435. As the .F VAC unit is located immediately adjacent to vacant land, the Applicant requests that the FIVAC unit remain in place until the redevelopment of that area or the removal of the ALF tower occurs or until that vacant parcel of land is developed. 6/3/08 — WW We have been made aware by an adjoining property owner (Allan Stowell) that an ' air conditioning chiller located on the northwest side of the maintenance building west of the high -rise ALF building is extremely noisey. His concern is also with the closeness of the concrete pad to the property line. Can the concrete pad be cut back, while still maintaining ' adequate area for maintenance and operational aspects of the a/c unit and can a masonry wall a maximum of six feet in height be constructed to help mitigate the noise impacts of this a/c unit? 7. 8/6/08 — WW Since these land use designations have different maximum ISR's, provide the ' proposed ISR per land use designation (don't see on plans). Provided as part of the site data table 5/8/08 — WW Sheet GLOI - Site Data - Indicate the existing Land Use designations on the ' property. Indicate the land area (square footage and acreage) under the three land use designations /zoning districts (CG /C, RJOG /O and RM /MDR). Indicate how the overall density was calculated, including that AL units are based on three beds = one dwelling unit, and upon J \02026 \02026002 00\D0C \Permits \City of Clearwater\ AttaclunentI _8- 7- 08_DRC_ response doe what acreage the density was calculated (if utilizing all three land use designations/zoning districts and based on density averaging). We have to report density averaging projects to the Pinellas Planning Council (PPC). Also; since these land use designations have different maximum ISR's, provide the proposed ISR per land use designation. Additionally, need to know if the number of beds /density of the nursing home outparcel is based solely on their land area (acreage) or if any portion of their density utilized the subject property to attain their number of beds /density (we previously spoke of such issue). May be in written form. See also other Planning comments regarding this issue. 1 Sheet SC3.0O - Indicate on the subject property the locations of the land use designations Commercial General (CG) and Residential Medium (RM) and the locations of the Zoning Districts Commercial (C) and Medium Density Residential (MDR). ' S. 7/31/08 — WW - Response says h p ys t e second floor plans have been submitted; however, I do not find such plans. tSecond floor plans are definitely included in this package. 6/4/08 — WW Provide the second floor plans for the duplex units (a and b floor plans). ' 9. 8/6/08 — WW - If the average grade has been determined to be 13.5 feet, unclear where the 83 feet height comes in. The highest point indicated on the elevations is 80.5 feet above average elevation. Revise Site Data on Sheet G1.01 and in written material. Average site grade was incorrectly calculated previously and has been recalculated to be 12 feet, which creates a defined building height of 82 feet to the peak of roof. 6/4/08 — WW Elevations and Height - ' a. Definition of "height, building or structure" requires height to be measured using the average grade elevation of the site to the top of the building. Need to determine the height of the building so we can advertise properly (see also "b" below). b. Based on the Code definition of "height, building or structure ", parapets may only extend a maximum of 42- inches above the flat roof of the building. In this case, and assuming under "a" above that the building height is exceeding 50 feet, the parapet/mansard roof is dimensioned at 9' -11 ". Since this parapet /mansard roof exceeds the maximum of 42 ", the request for an increase to height would need to be determined from the average grade of the site to the top of the parapet /mansard roof. c. Based on the Code definition of "height, building or structure ", mechanical rooms may only extend a maximum of 16 feet above the flat roof of the building. I am unaware if any of these structural projections above the flat roof deck shown on the elevations are solely mechanical ' rooms or purely decorative architectural features. If solely mechanical rooms, Staff cannot support heights of these mechanical rooms exceeding 16 feet above the flat roof deck (dimensioned at 19' -10 "). For purely decorative architectural features, we would need to ' advertise the height of the building rather than the height of the parapet/mansard roof (see "b" above) but to the top of these decorative architectural features. 10. 8/6/08 — WW - You have answered regarding the main building. Please indicate for the ' duplex buildings and the guard house. Location of mechanical equipment for guardhouse and duplex buildings is now provided. 5/8/08 — WW Show or indicate the location of all outside mechanical equipment and required :screening. 11. 8/6/08 — WW Based on-the survey and site plans submitted, the proposed fence eliminates the handicap accessible path from the existing handicap parking spaces north of the high -rise ' w J.\02026 \02026002 00 \DOC\Permrts \City of Clearwater\ Attachmentl_8- 7- 08_DRC_ response doe f ' ALF building and does not replace it with a new handicap accessible path meeting Code requirements. Revise. 'The proposed fence has been realigned to allow the continued passage of the handicap accessible path in this location. 6/3/08 — WW Sheet SC3.02 - A proposed six -foot high decorative fence is proposed along the south side of the existing parking lot north of the high -rise ALF building, placing the parking lot outside of the fencing. Unclear how persons parking in thus parking lot access the high -rise ALF building, especially handicap individuals. Need to provide an accessible path meeting ADA ' requirements for this project to Cross Blvd (see Traffic Engineering). 12 . 8/6/08 — WW Agreed that the undergrounding will occur at this time only in the area of ' redevelopment. A condition of approval will be included requiring such undergrounding in fixture redevelopment phases when they come through the process. The Applicant consents to a condition relative to future undergrounding of electric lines. 6/3/08 — WW Code requires the undergrounding of any on -site overhead utilities. 13 . 8/6/08 — WW Thank you for revising based on the comments below. However, staff will be advertising differently now in the future and we need for you to revise how the request is stated ' (see "Request" on the DRC connnents. Response to criteria needs to address and justify general Code requirements for that use as a point of comparison as to what is proposed. See me for discussion of thus change. ' The Applicant's representative has coordinated with Planning Staff to ensure the project is properly advertised. 6/4/08 — WW Attachment B - ' a. Ensure all reductions to setbacks are consistent with that listed by Staff in the "request "; b. Reductions to setbacks and'landscape buffers are not required for cross- access driveways; and c. Ensure all landscape buffer reductions are consistent with that listed by Staff in the "request ". 14. 8/6/08 — WW - Need to be more specific with your response. If the gazebo and deck were constructed without the benefit of a building pennit, and they are desired to be retained in their present location, then need to include in the request and provide justification. If approved by the t CDB, then after -the -fact pen-nits will be required. If, however, there are to be changes to the existing conditions, you need to tell me what you are proposing and then address such changed conditions in the request and justification. ' The gazebo and deck have been relocated outside of the setback and buffer area. 6/3/08 — WW We have been made aware by an adjoining property owner (Allan Stowell) that a gazebo and deck northwest of the high -rise ALF building has been constructed close to the property line (with the deck apparently extending onto Mr. Stowell's property) without the benefit of a building permit. Provide documentation such structures were constructed with a building permit, remove such structures immediately or need to request to retain such structures ' (later will need to obtain required after- the -fact building permits), although removing any encroaching structures on Mr. Stowell's property. 15 . 8/6/08 & 6/3/08 — WW - The City has adopted amendments to our Comprehensive Plan ' prohibiting the establislunent of new hospitals, nursing homes and assisted living facilities within the Coastal Storm Area and the area inundated by a category 2 hurricane. Need to ensure such facilities are not located within such areas. See Catherine Porter for information regarding Plan amending language and maps. Reference has been made in the site data table indicating that the site is in a Hurricane Evacuation Level C. Additionally, no buildings are located in any portion of the Coastal Storm IJ \02026 \02026002 00\DOC \Permits \City of Clearwater \Attachmentl_8- 7- 08_DRC_ response doe Area or areas inundated by a Category 2 hurricane, as identified by the City's Floodplain Management Plan. '16. 8/6/08 — WW Response is that there will be only one person/bed per room in everything except the independent living units. Include as a condition of approval in the Staff Report. The Applicant will consent to a condition of this type, "in compliance with State licensing ' requirements, the Owner is limited to a capacity of only 1 resident per room ". 6 /4/08 — WW Based on the floor plans submitted for the main building, it is unclear what the t maximum population (ie: maximum number of beds) is anticipated in this facility for areas other than the independent living units (attached dwellings), including the memory support, skilled nursing ( ?) and assised living units. How many beds per room? We need to include such t population in the request. 7 . Parking Sufficiency Study -'After additional discussion of regulations by Planning staff, a Residential Infill Project parking requirement under the proposed MHDR District is two parking spaces per unitl. While you do not need to change what you already have in the Study, I do need i or you to calculate what the Residential Infill Project parking requirement is and indicate such in the Study. Additionally, I need such information included in the Site Data on Sheet G1.01. ' Required number of parking spaces have been recalculated in accordance with the above information and included as part of Parking Sufficiency Study and site data table. 18 . When providing responses to DRC continents, please group comments by departments, as .you received such comments, rather than as submitted on July 14th. f 1 1 J \02026 \02026002 00 \DOC \Pennits \Qty of Clearwater \AttachmentI_8- 7- 08_DRC_ response doe T O C O E� a 0 x O z O U z V U O n. o z � � v bR O F G C o y N � w M 00 M O Qi x U z U x F-4 U a� U c O cz U Q CL w a) L O a) E 0 • U O a) m a_r_ cz �. " O O y c co a L) o Q a c o H O � c —_ Z Ca .3 a (Ao� a cz � � cn 3 N m m c 0 cz .Q v a cz y t ^. p vi O N o O N vi O IT O F O O z \0 o .a C N N Q O O O O O O aCi C) C) O O M �O M O O O O � O '"4 O O � � y� � U a •� cn � o a L =� � y iC a w w U C c0 F O N N O tn O O tn O z° 00 o 00 0 y cc Q Q VO! E c A T O C O E� a 0 x O z O U z V U O n. o z � � v bR O F G C o y N � w M 00 M O Qi x U z U x F-4 U a� U c O cz U Q CL w a) L O a) E 0 • U O a) m a_r_ cz �. " O O y c co a L) o Q a c o H O � c —_ Z Ca .3 a (Ao� a cz � � cn 3 N m m c 0 cz .Q v a cz y t FLD2008 -05012 2855 GULF TO BAY BLVD BELLA TIE1zRA ON THE BAY PLANNER OF RECORD: WW ATLAS # 300B ZONING: C LAND USE: CG RECEIVED: 05/01/2008 INCOMPLETE: COMPLETE: MAPS: PHOTOS: STAFF REPORT: DRC: CDB: CLW CoverSheet MARC A. MARIANO, AICP PP Project Manager Site Development mmornano @tbegroup com T 727 431 1605 T 800 861 8314 F 727 431 1777 C 727 492 6750 I 380 Park Place Blvd, Suite 300 Clearwater, Florida 33759 www tbegroup com G R O U P i �ora�so ®'o 4`9t �A�Oi iyE �! ®�ceov0 PIJtNNING & DEVELOPMENT CITY OF CLEARWATER POST OFFICE Box 4748, CLEARWATER, FLORIDA 33758 -4748 G MUNICIPAL. SERVICES BUILDING, 100 SOUTH MYRTLE A\ ENUE, CLEARwA'1 ER, FLORIDA 33756 TELEPHONE (727) 562 -4567 FAX (727) 562 -4865 Marc Mariano, AICP, PP Cardno TBE 380 Park Place Boulevard, Suite 300 Clearwater, FL 33759 RE: FLD2008 -05012 — 2855 Gulf to Bay Boulevard Time Extension Development Order Dear Mr. Mariano: September 22, 2010 On September 21, 2010, the Community Development Board (CDB) APPROVED your request to extend the time frame for the Development Order for the above referenced case Pursuant to Section 4-407, an application for a building permit to construct the site improvements on your parcel at 2855 Gulf to Bay Boulevard shall be submitted by October 21, 2011 All required certificates of occupancy shall be obtained within two years of the date of issuance of the building permit Time frames do not change with successive owners. Should you be unable to apply for a building permit to construct the improvements approved under the above referenced case you will need to re -apply for rleyelntnment approval in aeenrdance ;:Iith the requirements of the Community Development Code. Please be aware that the issuance of this Development Order does not relieve you of the necessity to obtain any building permits or pay any impact fees that may be required. In order to facilitate the issuance of any permit or license affected by this approval, please bring a copy of this letter with you when applying for any permits or licenses that require this prior development approval. If you have any questions, please do not hesitate to call Wayne M. Wells, AICP, Planner III at 727 -562 -4504 or by email at wayne.wells(ct)mvelealttatel rum. Sincerely, �Michael Delk, Planning and Development Director S IPlammng DepartmentlC D BIFLEX (FLD)Vnactrve or Finished Applications lGulf to Bay 2855 Bella Terra (C. O & MDR) 2008 10 - Approved - WWI Gulf to Ba) 2855 CDB Time Erteneon Development Order 9 22 10 doc �� Carc�lno TBE September 1, 2010 Mr Michael Delk Director City of Clearwater Planning Department 100 South Myrtle Avenue Clearwater, FL 33756 Re. Bella Terra on the Bay — Development Order Extension Request Dear Mr. Delk: Pursuant to Code Section 4 -407, this letter shall constitute a formal request for an additional one -year administrative extension of the Development Order (FLD2008- 05012) issued on October 21, 2008 for the Bella Terra on the Bay project This request is being made in light of the significant downtown in the local and national economy. If you have any questions or require additional information, please do not hesitate to contact me at marc.marianoCaD-cardnotbe.com or 727 431.1605. Slncer I , Marc A. Mariano, AICP, PP Assistant Director of Site Development For Cardno TBE CC, S. Breitinger T Hart K Cole Shaping the Future Cardno TBE 380 Park Place Blvd Suite 300 Clearwater, FL 33759 USA Phone 727 5313505 Phone 800 8618314 Fax 727 5391294 Email the @CardnoTBE com www.CardnoTBE com Dfl E� VE EC CM 3 20i0 MANNM 6 pEVELOPMENT SERVICES CITY OF CLEARWATER Australia • Belgium • Indonesia • Kenya • New Zealand • Papua New Guinea United Arab Emirates • United Kingdom • United States • Operations in 60 countries J \02026 \02026002 00 \DOC \Permits \City of Clearwater \belia_terra_DO_extension.doc Wells, Wayne From: Wells, Wayne Sent: Tuesday, September 14, 2010 1.33 PM To: 'Marc Mariano' Subject: Bella Terra DO Extension Attachments: image001 pig Marc — I have placed this time extension request on the consent portion of the CDB agenda of September 21, 2010, at 1:00 pm at City Hall. It is advised to attend this meeting should there be any questions. Wayne From: Marc Mariano [ mailto :Marc.Mariano @cardnotbe.com] Sent: Wednesday, September 01, 2010 8:54 AM To: Wells, Wayne Subject: Bella Terra DO Extension Wayne, Attached please find the DO extension request for the Bella Terra project. The hard copy is in the mail. Let me know if you need anything else on this. Thanks, Marc Marc A. Mariano, AICP, PP Assistant Director of Site Development 380 Park Place Blvd, Suite 300 Clearwater, FL 33759 Phone 727 431 1605 Fax.727.431.1777 Mobile.727.492.6750 Email: marc.mariano(@cardnotbe.com Web: www.CardnoTBE.com jA Please consider the environment before printing this a -mail. ease Note 0-less otherwise Inv, cat ed or obwous fiOril its nature ,he i Iformation in tries transmt.aI is ion' dental a as is vitended solely To the ase cf the individual {s} E . =med +'rove If you, :Fe redder of this message, are ro; tho i itEnded re( pier_, you ire 1 areby rnUt =_>a th<: any dissen ndUon, drs:nbt non, codyr 9 )I 'o-wa, din {_ o' this transmittal is strictly o' ohib'ed f you have receiver, :hr is trans ittaI rn err o- please advise the sander irrrneo it y a In destroy 'he e4ccorno< ryr r}; tr ai srnitca T,rdnk you PLANNING & DEVELOPMENT CITY OF CLEARWATER POST OFFICE BOX 4748, CLEARWATER, FLORIDA 33758 -4748 MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 562 -4567 FAx (727) 562 -4865 Marc Manano, AICP, PP TBE Group, Inc. 380 Park Place Boulevard, Suite 300 Clearwater, FL 33759 RE: FLD2008 -05012 — 2855 Gulf to Bay Boulevard Time Extension Development Order Dear Mr. Mariano: December 24, 2009 On October 21, 2008, the Community Development Board (CDB) APPROVED with 14 conditions the above application for Flexible Development application for the redevelopment of the overall 31.12 acre - property zoned Commercial (C) District, Office (0) District and Medium High Density Residential (MHDR) District (rezoned under Case No. REZ2008- 07007) to permit a total of 229 attached dwellings (Independent Living Units) (73 units existing to remain, 156 units proposed), a total of 40 nursing home beds (proposed) and a total of 170 beds of assisted living facility (94 beds existing to remain; 76 beds proposed); (A) In the Commercial (C) District with a lot area of 2.45 acres, a lot width of 200 feet along Gulf to Bay Boulevard (north) and a total of 210 feet along Cross Blvd, a front (north) setback along Gulf to Bay Blvd of four feet (to existing sign) and 28 feet (to existing pavement), a front (east) setback along Cross Blvd of one -foot (to existing pavement), a front (north) setback along Cross Blvd of 25 feet (to proposed guardhouse), a side (east) setback of five feet (to existing pavement), a side (west) setback of two feet (to existing pavement), a side (north) setback of zero feet (to existing pavement) and a building height of 81 feet (to roof deck of existing assisted living facility building); as a Comprehensive Infill Redevelopment Project in the Commercial (C) District, under the provisions of Community Development Code (CDC) Section 2 -704 C, (B) In the proposed Medium High Density Residential (MHDR) District with a lot area of 28.33 acres, a lot width along Sky Harbor Drive of 282 feet, a reduction to the front (west) setback along Sky Harbor Drive from 25 to 21 feet (to existing building), a reduction to the side (west) setback at the southeast corner of the adjacent nursing home parcel from 10 to five feet (to proposed pavement), an increase to building height from 30 to 82 feet (to top of roof of proposed building) and a reduction to the required number of parking spaces from 583 to 426 parking spaces, as a Residential Infill Project under the provisions of CDC Section 2- 304.G; and (C) Reductions to perimeter buffers along Cross Blvd (east) from 10 feet to one -foot (to existing pavement), along the west side from five to two feet (to existing pavement), along the north side from 10 feet to zero feet (to existing pavement) and at the southeast corner of the adjacent nursing home parcel from 10 feet to five feet (to proposed pavement), as a Comprehensive Landscape Program under the provisions of CDC Section 3- 1202.G, and DENIED a reduction to the side (east) setback from 10 to five feet (to existing pavement) and a reduction to the perimeter buffers along the east side from seven to five feet (to existing pavement). s "• .4w "EQUAL EMPLOYMENT AND AFFIRMATIVE Am ION EMPLOYER" December 24, 2009 Mariano — Page Two CDC Section 4 -407 requires the application for a building permit within one year of the date the CDB approved the request (October 21, 2009) This same Section allows an extension of time to initiate a building permit, provided good cause is shown and documented in writing within the original period of validity. The Planning and Development Director,may also consider whether significant progress on the project is being made and whether or not there are pending or approved Code amendments that would significantly affect the project. On October 12, 2009, you submitted a request for a one -year time extension to apply for a building permit to construct the improvements on this parcel. Your letter cited the problem of the significant downturn in the local and national economy. In accordance with the provisions of CDC Section 4 -407, I APPROVE a one -year time extension to October 21, 2010, to submit an application for a building permit to construct the site improvements on the property at 2855 Gulf to Bay Boulevard. In the event you are unable to proceed with the project by submitting for the building permit, the CDB may approve one additional extension of time to initiate a building permit application. Such extension shall not exceed one year, shall be for the project originally approved (or as approved through the Minor Revision process) and shall be for good cause shown and documented in writing The CDB must receive the request for this extension within the time frame granted by the Planning and Development Director (period of validity after the original extension approved by the Planning and Development Director, which means that any time extension request must be submitted with sufficient lead time to be placed on'the CDB agenda that precedes the above expiration date). Good causes may include, but are not limited to, an unexpected national crisis (acts of war, significant downturn in the national economy, etc ), excessive weather - related delays, and the like The CDB may also consider these same Code amendments enumerated above, whether significant progress on the project is being made and whether or not there are additional pending or approved Code amendments that would further significantly affect the project Please be aware that the issuance of this Development Order does not relieve you of the necessity to obtain any building permits or pay any impact fees that may be required. In order to facilitate the issuance of any permit or license affected by this approval, please bring a copy of this letter with you when applying for any permits or licenses that require this prior development approval. If you have any questions, please do not hesitate to call Wayne M. Wells, AICP, Planner III, at 727 -562 -4504. Sincerely, Michael elk, Al eP Planning and Development Director S IPlannoig DepattmentlC D BIFLEX (FLD)lhiacnve of Finished ApplicanonslGnlf to Bay 2855 Bella Tetra (C, 0& MDR) 2008 10 - Approved - WMGulf to Bay 2855 Time EAt Dev Order 12 24 09 doc r 4;�j� Cardno TBE October 8, 2009 Mr. Michael Delk Director City of Clearwater Planning Department 100 South Myrtle Avenue Clearwater, FL 33756 Re Bella Terra on the Bay — Development Order Extension Request Dear Mr. Delk: Pursuant to Code Section 4 -407, this letter shall constitute a formal request for a one -year administrative extension of the Development Order (FLD2008- 05012) issued on October 21, 2008 for the Bella Terra on the Bay project. This request is being made in light of the significant downtown in the local and national economy. If you have any questions or require additional information, please do not hesitate to contact me at marc.mariano(cD-cardnotbe com or 727.431.1605. Since el , Marc A. Mariano, CP, PP Project Manager For Cardno TBE — CC: S. Breitinger T. Hart K. Cole Shaping the Future Cardno TBE 380 Park Place Blvd Suite 300 Clearwater, FL 33759 USA Phone 727 5313505 Phone 800 8618314 Fax 727 5391294 Email the @CardnoTBE com www.CardnoTBE.com r7___' D ° OCT 12 2W9 11D PLANNING & DEVELOPMENT SERVICES CITY OF CLEARWATER i Australia • Belgium • Indonesia • Kenya • New Zealand • Papua New Guinea United Arab Emirates • United Kingdom • United States • Operations in 60 countries J \02026 \02026002 00 \DOC \Permits \City of Clearwater \bella _ terra_DO — extension.doc • On October 21, 2008, the Community Development Board approved the flexible development plan application (FLD2008- 05012), which serves as the Development Order (DO) for this process That initial Development Order expires on October 21, 2009. • The Applicant, or their legal representative, can request from the Planning Director an extension to this Development Order of up to 1 year. This request needs to be submitted in writing prior to the expiration date of October 21, 2009 and if a request for an extension is being submitted, it is recommended that it is done around August 2009 to ensure sufficient review and coordination time. Typically, unless mayor code revisions have been adopted, an extension of 1 year will be granted - Section 4-407 of the Land Development Code identifies the specific criteria for the granting of a time extensions for all Level Two approvals and states, "Good causes may include but are not limited to an unexpected national crisis (acts of war, significant downturn in the national economy, etc.), excessive weather - related delays, and the like " As such, any letter submitted requesting a time extension should conform to this language • In addition to this 1 year extension granted by the Planning Director, a subsequent extension of up to 1 additional year of the Development Order expiration can be granted by the Community Development Board if it is needed. The Community Development Board needs to take action prior to the expiration of the Development Order granted by the Planning Director, so again, this request should be submitted a few months before the expiration date of the Development order to provide sufficient time for the Community Development Board to act. The Level Two time extension process at the Community Development Board is an administrative action item and not a public hearing process. There the request is not subject to public comment and is not advertised publically. Typically, unless major code revisions have been adopted, an extension of 1 year will be granted. It was suggested that this extension request be made at least 3 months before the expiration period to ensure the Board has sufficient time to take action. • These 2, 1 -year extensions are the extent that the Development Order timeframe can be extended. If a building permit application has not been submitted prior to the expiration of the Development Order, then that approval is expired. At that time a new application for site plan approval would need to be submitted and reviewed by the City, under the regulations in place at that time. Australia • Belgium • Indonesia • Kenya • New Zealand • Papua New Guinea United Arab Emirates • United Kingdom • United States • Operations in 60 countries Document85 - F �� Cards® I TBE April 17, 2009IPR Shaping the Future PLANNING & DEVELOPMENT SERviCr_q Mr Wayne Wells, AICP CITY 0' L t w;/-,ER CardnoTBE City of Clearwater Planning Department 100 S. Myrtle Ave, 2nd Floor 380 Park Place Blvd Suite 300 Clearwater, FL 33756 Clearwater, FL 33759 USA Phone 727 5313505 Dear Wayne, y Phone 800 8618314 Fax 727 5391294 Email the @CardnoTBE com The following provides an overview of our meeting on February 3rd 2009 related to the expiration of approved permits. Please advise us promptly if this letter is not consistent with www•CardnoTBE.com your recollection of that meeting or if any of the items need revising. My email is marc.mariano @cardnotbe.com. • On October 21, 2008, the Community Development Board approved the flexible development plan application (FLD2008- 05012), which serves as the Development Order (DO) for this process That initial Development Order expires on October 21, 2009. • The Applicant, or their legal representative, can request from the Planning Director an extension to this Development Order of up to 1 year. This request needs to be submitted in writing prior to the expiration date of October 21, 2009 and if a request for an extension is being submitted, it is recommended that it is done around August 2009 to ensure sufficient review and coordination time. Typically, unless mayor code revisions have been adopted, an extension of 1 year will be granted - Section 4-407 of the Land Development Code identifies the specific criteria for the granting of a time extensions for all Level Two approvals and states, "Good causes may include but are not limited to an unexpected national crisis (acts of war, significant downturn in the national economy, etc.), excessive weather - related delays, and the like " As such, any letter submitted requesting a time extension should conform to this language • In addition to this 1 year extension granted by the Planning Director, a subsequent extension of up to 1 additional year of the Development Order expiration can be granted by the Community Development Board if it is needed. The Community Development Board needs to take action prior to the expiration of the Development Order granted by the Planning Director, so again, this request should be submitted a few months before the expiration date of the Development order to provide sufficient time for the Community Development Board to act. The Level Two time extension process at the Community Development Board is an administrative action item and not a public hearing process. There the request is not subject to public comment and is not advertised publically. Typically, unless major code revisions have been adopted, an extension of 1 year will be granted. It was suggested that this extension request be made at least 3 months before the expiration period to ensure the Board has sufficient time to take action. • These 2, 1 -year extensions are the extent that the Development Order timeframe can be extended. If a building permit application has not been submitted prior to the expiration of the Development Order, then that approval is expired. At that time a new application for site plan approval would need to be submitted and reviewed by the City, under the regulations in place at that time. Australia • Belgium • Indonesia • Kenya • New Zealand • Papua New Guinea United Arab Emirates • United Kingdom • United States • Operations in 60 countries Document85 Name of Addressee Page 2 April 17, 2009 • Prior to the expiration of the Development Order, an applicant shall submit an application for building permit review and approval It was discussed that the City typically takes 6 weeks to review the budding permit application and submit comments back to the applicant or issue a permit. • The City requires that the building permit is obtained within 6 months of the initial submittal date of the building permit application. • The timeframe required for Issuance of a building permit can be extended by the Planning Director up to 6 months. The request for this extension needs to be submitted to the Planning Director prior to the initial expiration date. • Once the building permit Is issued, the applicant has 2 years to obtain a Certificate of Occupancy (CO) for the construction of all proposed site improvements. • There are no extensions available for obtaining a Certificate of Occupancy. If the 2- year time limit expires and construction is not completed, the Planning Director shall determine whether significant progress has been made in order to allow the project to continue under the existing permit. If it is determined that significant progress has not been made, then the permit is expired.. At that time a new application for site plan and building approval would need to be submitted and reviewed under the regulations in place at that time. This would essentially start over the entire process. • As there is no formal definition in the City's Code for significant progress, the level of construction for this project that would constitute significant progress was discussed. It was suggested that if at least 3 floors of the main building have been constructed, this level of effort would meet the Intended definition of significant progress. However, If only the foundation of the main budding was constructed, then that would probably not meet the Intended definition of significant progress • Information regarding the expiration of the Southwest Florida Water Management District ( SWFWMD) permit was also provided during this meeting. It was determined that the 5- year expiration period associated with the SWFWMD permit would coincide with the maximum amount of time available to complete construction using all available permit extension periods for the City of Clearwater process Please provide comments or suggestions. Than you, Marc A. Mariano, PP, AICP Project Manager Document85 Wells, Wayne From: Wells, Wayne Sent: Wednesday, April 01, 2009 12:05 PM To: 'Marc Mariano' Subject: Bella terra meeting Marc - I have reviewed the meeting recap and it is correct with the following exceptions: 1. Bullet point #2 - Line 7 - I would revise the word "permits" to "Level Two approvals "; 2. Bullet point #3 - Line 6 - I would revise the word "permit" to "Level Two time "; 3. Bullet point #4 - Line 3 - I would revise the phrase "permit /approval is considered to be expired and removed from the City's permitting system" to "approval is expired ". The case is not removed from the City's computer system but is shown as "expired "; 4. Bullet point #9 - Lines 4/5 - I would remove the phrase "and removed from the City's permitting system ", just ending the sentence with "expired ". The case is not removed from the City's computer system but is shown as "expired "; 5. Bullet point #9 - Line 5 - I would revise the phrase at the end of the line from "site plan" to "site plan and building "; and 6. Bullet point #10 - Line 4 - I would remove after "However, if" the phrase "the CO had expired and" to have the sentence rather read "However, if only the foundation... ". Wayne - - - -- Original Message---- - From: Marc Mariano [ mailto :Marc.Mariano @cardnotbe.com] Sent: Wednesday, April 01, 2009 10:25 AM To: Wells, Wayne Subject: RE: Bella terra meeting Wayne, At the request of my client, attached is a recap of our meeting related to the permit extension process. Please take a look at your convenience and let me know if there are any inconsistencies. A hard copy is also being sent. Thanks Marc Marc A. Mariano, AICP, PP Project Manager 380 Park Place Blvd, Suite 300 Clearwater, FL 33759 Phone:727.431.1605 Fax:727.431.1777 Mobile:727.492.6750 Email :Marc.Mariano @CardnoTBE.com Web:www.CardnoTBE.com - - - -- Original Message---- - From: Wayne.Wells @myClearwater.com [ mailto :Wayne.Wells @myClearwater.com] Sent: Thursday, January 29, 2009 3:03 PM To: Marc Mariano Subject: Bella terra meeting Yes, a change to Tuesday is possible. I would prefer the meeting be at 4:00 pm on Tuesday, February 3rd. Let me know if that is acceptable. 1 - - - -- Original Message---- - From: Marc Mariano [mailto:mmariano @tbegroup.com] 1 1 Wells, Wayne From: Wells, Wayne Sent: Wednesday, April 01, 2009 12:05 PM To: 'Marc Mariano' Subject: Bella terra meeting Marc - I have reviewed the meeting recap and it is correct with the following exceptions: 1. Bullet point #2 - Line 7 - I would revise the word "permits" to "Level Two approvals "; 2. Bullet point #3 - Line 6 - I would revise the word "permit" to "Level Two time "; 3. Bullet point #4 - Line 3 - I would revise the phrase "permit /approval is considered to be expired and removed from the City's permitting system" to "approval is expired ". The case is not removed from the City's computer system but is shown as "expired "; 4. Bullet point #9 - Lines 4/5 - I would remove the phrase "and removed from the City's permitting system ", just ending the sentence with "expired ". The case is not removed from the City's computer system but is shown as "expired "; 5. Bullet point #9 - Line 5 - I would revise the phrase at the end of the line from "site plan" to "site plan and building "; and 6. Bullet point #10 - Line 4 - I would remove after "However, if" the phrase "the CO had expired and" to have the sentence rather read "However, if only the foundation... ". Wayne - - - -- Original Message---- - From: Marc Mariano [ mailto :Marc.Mariano @cardnotbe.com] Sent: Wednesday, April 01, 2009 10:25 AM To: Wells, Wayne Subject: RE: Bella terra meeting Wayne, At the request of my client, attached is a recap of our meeting related to the permit extension process. Please take a look at your convenience and let me know if there are any inconsistencies. A hard copy is also being sent. Thanks Marc Marc A. Mariano, AICP, PP Project Manager 380 Park Place Blvd, Suite 300 Clearwater, FL 33759 Phone:727.431.1605 Fax:727.431.1777 Mobile:727.492.6750 Email :Marc.Mariano @CardnoTBE.com Web:www.CardnoTBE.com - - - -- Original Message---- - From: Wayne.Wells @myClearwater.com [ mailto :Wayne.Wells @myClearwater.com] Sent: Thursday, January 29, 2009 3:03 PM To: Marc Mariano Subject: Bella terra meeting Yes, a change to Tuesday is possible. I would prefer the meeting be at 4:00 pm on Tuesday, February 3rd. Let me know if that is acceptable. 1 - - - -- Original Message---- - From: Marc Mariano [mailto:mmariano @tbegroup.com] 1 Sent: Thursday, January 2911, 09 2:09 PM To: Wells, Wayne Subject: Bella terra meeting Wayne. Let me know if you are able to meet on tuesday afternoon (maybe 3 or 4) instead of wednesday to dicuss the permit extension process with the bella terra owners. Thanks Marc Sent from my Palm Treo wireless device. 2 Mr. Wayne Wells, AICP Planner III City of Clearwater Planning Department 100 S. Myrtle Ave, 2nd Floor Clearwater, FL 33756 Dear Wayne, The following provides an overview of our meeting on February 3rd 2009 related to the expiration of approved permits. Please advise us promptly if this letter is not consistent with your recollection of that meeting or if any of the items need revising. My email is marc.mariano @cardnotbe.com. • On October 21, 2008, the Community Development Board approved the flexible development plan application (FLD2008- 05012), which serves as the Development Order (DO) for this process. That initial Development Order expires on October 21, 2009. • 'The Applicant, or their legal representative, can request from the Planning Director an extension to this Development Order of up to 1 year. This request needs to be submitted in writing prior to the expiration date of October 21, 2009 and if a request for an extension is being submitted, it is recommended that it is done around August 2009 to ensure sufficient review and coordination time. Typically, unless major code revisions have been adopted, an extension of 1 year will be granted. Section 4-407 of the Land Development Code identifies the specific criteria for the granting of a time extensions for all permits and states, "Good causes may include but are not limited to an unexpected national crisis (acts of war, significant downturn in the national economy, etc.), excessive weather - related delays, and the like." As such, any letter submitted requesting a time extension should conform to this language. In addition to this 1 year extension granted by the Planning Director, a subsequent extension of up to 1 additional year of the Development Order expiration can be granted by the Community Development Board if it is needed. The Community Development Board needs to take action prior to the expiration of the Development Order granted by the Planning Director, so again, this request should be submitted a few months before the expiration date of the Development order to provide sufficient time for the Community Development Board to act. The permit extension process at the Community Development Board is an administrative action item and not a public hearing process. There the request is not subject to public comment and is not advertised publically. Typically, unless major code revisions have been adopted, an extension of 1 year will be granted. It was suggested that this extension request be made at least 3 months before the expiration period to ensure the Board has sufficient time to take action. • These 2, 1 -year extensions are the extent that the Development Order timeframe can be extended. If a building permit application has not been submitted prior to the expiration of,the Development Order, then that permit/approval is considered to be expired and removed from the City's J:\ 02026\ 02026002. 00 \DOC\PerML9\06 81=@ti&deA0t@r3We_or E?teipfi t6W skIU759 T: 727.531.3505 • T: 800.861.8314 • F: 727.539.1294 • www.tbegroup.com permitting system. At that time a new application for site plan approval would need to be submitted and reviewed by the City, under the regulations in place at that time. • Prior to the expiration of the Development Order, an applicant shall ,submit an application for building permit review and approval. It was discussed that the City typically takes 6 weeks to review the building permit application and submit comments back to the applicant or issue a permit. • The City requires that the building permit is obtained within 6 months of the initial submittal date of the building permit application. • The timeframe required for issuance of a building permit can be extended by the Planning Director up to 6 months. The request for this extension needs to be submitted to the Planning Director prior to the initial expiration date. • Once the building permit is issued, the applicant has 2 years to obtain a Certificate of Occupancy (CO) for the construction of all proposed site improvements. • There are no extensions available for obtaining a Certificate of Occupancy. If the 2 -year time limit expires and construction is not completed, the Planning Director shall determine whether significant progress has been made in order to allow the project to continue under the existing permit. If it is determined that significant progress has not been made, then the permit is expired and removed from the City's permitting system. At that time a new application for site plan approval would need to be submitted and reviewed under the regulations in place at that time. This would essentially start over the entire process. As there is no formal definition in the City's Code for significant progress, the level of construction for this project that would constitute significant progress was discussed. It was suggested that if at least 3 floors of the main building have been constructed, this level of effort would meet the intended definition of significant progress. However, if the CO had expired and only the foundation of the main building was constructed, then that would probably not meet the intended definition of significant progress. • Information regarding the expiration of the Southwest Florida Water Management District ( SWFWMD) permit was also provided during this meeting. It was determined that the 5 -year expiration period associated with the SWFWMD permit would coincide with the maximum amount of time available to complete construction using all available permit extension periods for the City of Clearwater process. Please provide comments or suggestions. Thank y u, Marc A. Mariano, PP, AICP Project Manager J: \02026 \02026002.00\DOC\Permits \City of Clearwater \Overviwe_ofpermit expuation.doc GROUP ORIGINAL Mr. Wayne Wells, AICP RECEIVED Planner III �� ZQQ� City of Clearwater Planning Department 100 S. Myrtle Ave, 2nd Floor PLANNING DEPARTMENT Clearwater, FL 33756 Clfl'OFCLEARWATER Dear Wayne, The following provides an overview of our meeting on February 3`d 2009 related to the expiration of approved permits. Please advise us promptly if this letter is not consistent with your recollection of that meeting or if any of the items need revising. My email is marc.mariano @cardnotbe.com. • On October 21, 2008, the Community Development Board approved the flexible development plan application (FLD2008- 05012), which serves as the Development Order (DO) for this process. That initial Development Order expires on October 21, 2009. The Applicant, or their legal representative, can request from the Planning Director an extension to this Development Order of up to 1 year. This request needs to be submitted in writing prior to the expiration date of October 21, 2009 and if a request for an extension is being submitted, it is recommended that it is done around August 2009 to ensure sufficient review and coordination time. Typically, unless major code revisions have been adopted, an extension of 1 year will be granted. Section 4 -407 of the Land Development Code identifies the specific criteria for the granting of a time extensions for all permits and states, "Good causes may. include but are not limited to an unexpected national crisis (acts of war, significant downturn in the national economy, etc.), excessive weather - related delays, and the like." As such, any letter submitted requesting a time extension should conform to this language. In addition to this 1 year extension granted by the Planning Director, a subsequent extension of up to 1 additional year of the Development Order expiration can be granted by the Community Development Board if it is needed. The Community Development Board needs to take action prior to the expiration of the Development Order granted by the Planning Director, so again, this request should be submitted a few months before the expiration date of the Development order to provide sufficient time for the Community Development Board to act. The permit extension process at the Community Development Board is an administrative action item and not a public hearing process. There the request is not subject to public comment and is not advertised publically. Typically, unless major code revisions have been adopted, an extension of 1 year will be granted. It was suggested that this extension request be made at least 3 months before the expiration period to ensure the Board has sufficient time to take action. • These 2, 1 -year extensions are the extent that the Development Order timeframe can be extended. If a building permit application has not been submitted prior to the expiration of the Development Order, then that permit/approval is considered to be expired and removed from the City's J.\ 02026 \02026002.00\DOC\PerJAQ 8M@ftWdeAQ`I@r3We_oC 0�0tpfiWfW0dU759 T: 727.531.3505 • T: 800.861.8314 • F: 727.539.1294 • www.tbegroup.com 1t permitting system. At that time a new application for site plan approval would need to be submitted and reviewed by the City, under the regulations in place at that time. • Prior to the expiration of the Development Order, an applicant shall submit an application for building permit review and approval. It was discussed that the City typically takes 6 weeks to review the building permit application and submit comments back to the applicant or issue a permit. • The City requires that the building permit is obtained within 6 months of the initial submittal date of the building permit application. • The timeframe required for issuance of a building permit can be extended by the Planning Director up to 6 months. The request for this extension needs to be submitted to the Planning Director prior to the initial expiration date. • Once the building permit is issued, the applicant has 2 years to obtain a Certificate of Occupancy (CO) for the construction of all proposed site improvements. • There are no extensions available for obtaining a Certificate of Occupancy. If the 2 -year time limit expires and construction is not completed, the Planning Director shall determine whether significant progress has been made in order to allow the project to continue under the existing permit. If it is determined that significant progress has not been made, then the permit is expired and removed from the City's permitting system. At that time a new application for site plan approval would need to be submitted and reviewed under the regulations in place at that time. This would essentially start over the entire process. As there is no formal definition in the City's Code for significant progress, the level of construction for this project that would constitute significant progress was discussed. It was suggested that if at least 3 floors of the main building have been constructed, this level of effort would meet the intended definition of significant progress. However, if the CO had expired and only the foundation of the main building was constructed, then that would probably not meet the intended definition of significant progress. • Information regarding the expiration of the Southwest Florida Water Management District ( SWFWMD) permit was also provided during this meeting. It was determined that the 5 -year expiration period associated with the SWFWMD permit would coincide with the maximum amount of time available to complete construction using all available permit extension periods for the City of Clearwater process. Please provide comments or suggestions. Thank y u, Marc A. Mariano, PP, AICP Project Manager J. \02026 \02026002 00\DOC\Permits \City of Clearwater \Overviwe of permit_ expiration doc LL 0-11 R S F- rwater w'�' U Fax Cover Memo CITY OF CLEARWATER ]PLANNING DEPARTMENT 100 SOUTH MYRTLE AVENUE, 2ND FLOOR CLEARWATER, FL 33756 (727) 562 -4567 FAX: (727) 562 -4865 TO: o f e- u`e— DATE: 1 )-7) FAX: Z- Q 3 1o�� TELEPHONE: j (ig 0 -) 6 r FROM: Wayne M. Wells TELEPHONE: (727) 562 -4504 SUBJECT: TA -r)oo�j c W 0 o d MESSAGE: Akci,,-P-of \z4 -QJ" (' 2 �� a- $S NUMBER OF SHEETS (INCLUDING THIS PAGE): 2� l' �ALOF,yf :Q: PUBLIC WORKS Amimsl- RATIO\ , September 25, 2001 7,n AT :4 C IT -Y OF CLEARWATER POST OFFICE BOX 4748, CIEAR\\ATF.R, FLORID\ 33758-4748 Ti- ai,iiONE (727) 562 -4750 F.%x (727) 562 -4755 Macfarlane Ferguson & McMullen Attn: Mr. J. Matthew Marquardt 525 Court Street Clearwater, Fl. 33756 RE: Section 17 -29 -16 Atlas 300B A portion of Lot 2, Baskin's Replat Resubdivision * * ** "BAYVIEW GARDEN NURSING HOME" **** Dear Mr. Marquardt: The City of Clearwater, Public Works Administration /Engineering Division, has reviewed your request to change the address of the property referenced above. The City hereby officially changes the address from 2855 Gulf -to -Bay Boulevard to 2861 Gulf -to -Bay Boulevard ( "BAYVIEW GARDEN NURSING HOME ") ONLY! The City of Clearwater code requires that the owners of all developed properties within the city have the proper address number displayed conspicuously upon the property; such numbers shall be not less than 6 inches in height for nonresidential uses, and in such location as to be easily visible from the street upon which the property fronts, in Arabic numbers, and of contrasting color to the background. This change will become effective one (1) month from the date of this letter. A copy of this letter has been sent to the parties listed below. It will be your responsibility to notify the Utility companies and the Post Office of your change of address. Should you have any questions, please contact Donald Melone at 562 -4798. Very truly yours Donald D. Melone Engineer I cc: J.L. Short, Postmaster - Clearwater Post Office Mr. Kevin Garriott - Building Official Ms. Lynne Prlester - Clearwater Utilities General Telephone Jeff Kronschnabl - Community Response Time Warner Pinellas County Emergency Communications Center Traffic Engineering Pinellas County Property Appraiser Florida Power u /any docwnents /ADRESS_CH_2861 Gulf -to -Bay Blvd doc BRIwJ AUNGSI,i\L\1'OR- COMMISSIONFR ED H \RT, VICF MAl OR-CO\1UISSION R Wmi,\n -Gm, C0M \11titi10\FR Ho\-i H.\D1I1.T0N, C0\i\11SSI0Nr_R ® Bu.I. Jo,,,so�, CO\t\f1„10 \FR " QLAI.) \1PL01' \tI \ I' AND AFFIRMAriw ACTIO\ E\1PI OYFR" bella terra resubmittal Wells, Wayne From: Wells, Wayne Sent: Wednesday, October 29, 2008 4.18 PM To:. 'Marc Mariano' Subject: Bella Terra resubmittal Marc - Page 1 o�e I The Development Order has been sent to you in the mad, but I will attach it here also for your information. Condition of Approval #8 requires showing compliance on plans prior to the issuance of any building permit. Application for building, permits must be submitted to the City by October 21, 2009, unless a time extension(s) is granted. Wayne - - - -- Original Message---- - From: Marc Mariano [mailto:mmariano @tbegroup.com] Sent: Wednesday, October 29, 2008 8:24 AM To: Wells, Wayne Subject: bella terra resubmittal Wayne, Following up on Bella Terra, when do we need to resubmitted revised drawings, you know for the buffer along the easterly property line that you didn't support. What our time line; when we submit for building plans, preferably, or is that need to get our DO? Let me know. Thanks, Marc Marc A. Mariano, AICP, PP Project Manager TBE Group, Inc. 380 Park Place Blvd, Suite 300 Clearwater, FL 33759 Direct: (727) 431 -1605 Fax: (727) 431 -1777 Mobile: (727) 492 -6750 Ranked in the Top 200 of ENR's Top 500 Design Firms 10/29/2008 CITY OF C LEARWAT ER ,rte POST OFFICE Box 4748, CLEARWATER, FLORIDA 33758-4748 MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLEAVENUE, CLEARWATER, FLORIDA 33756 ' ®0 TELEPHONE (727) 562 -4567 FAx (727) 562 -4865 PLANNING DEPARTMENT October 24, 2008 Marc Mariano, AICP, PP TBE Group, Inc. 380 Park Place Boulevard, Suite 300 Clearwater, FL 33759 RE: Development Order - Case FLD2008 -05012 2855 Gulf to Bay Boulevard Dear Mr. Mariano: This letter constitutes a Development Order pursuant to Section 4- 206.D.6 of the Community Development Code. On October 21, 2008, the Community Development Board (CDB) reviewed your request and APPROVED the Flexible Development application for the redevelopment of the overall 31.12 acre - property zoned Commercial (C) District, Office (0) District and proposed Medium High Density Residential (MHDR) District (companion rezoning Case No. REZ2008- 07007) to permit a total of 229 attached dwellings (Independent Living Units) (73 units existing to remain; 156 units proposed), a total of 40 nursing home beds (proposed) and a total of 170 beds of assisted living facility (94 beds existing to remain; 76 beds proposed); (A) In the Commercial (C) District with a lot area of 2.45 acres, a lot width of 200 feet along Gulf to Bay Boulevard (north) and a total of 210 feet along Cross Blvd, a front (north) setback along Gulf to Bay Blvd of four feet (to existing sign) and 28 feet (to existing pavement), a front (east) setback along Cross Blvd of one -foot (to existing pavement), a front (north) setback along Cross Blvd of 25 feet (to proposed guardhouse), a side (east) setback of five feet (to existing pavement), a side (west) setback of two feet (to existing pavement), a side (north) setback of zero feet (to existing pavement) and a building height of 81 feet (to roof deck of existing assisted living facility building), as a Comprehensive Infill Redevelopment Project in the Commercial (C) District, under the provisions of Section 2- 704.C; (B) In the proposed Medium High Density Residential (MHDR) District with a lot area of 28.33 acres, a lot width along Sky Harbor Drive of 282 feet, a reduction to the front (west) setback along Sky Harbor Drive from 25 to 21 feet (to existing building), a reduction to the side (west) setback at the southeast corner of the adjacent nursing home parcel from 10 to five feet (to proposed pavement), an increase to building height from 30 to 82 feet (to top of roof of proposed building) and a reduction to the required number of parking spaces from 583 to 426 parking spaces, as a Residential Infill Project under the provisions of Section 2- 304.G; and (C) Reductions to perimeter buffers along Cross Blvd (east) from 10 feet to one -foot (to existing pavement), along the west side from five to two feet (to existing pavement), along the north side from 10 feet to zero feet (to existing pavement) and at the southeast corner of the adjacent nursing home parcel from 10 feet to five feet (to proposed pavement), as a Comprehensive Landscape Program under the provisions of Section 3- 1202.G, and DENIED a reduction to the side (east) setback from 10 to five feet (to existing pavement) and a reduction to the perimeter buffers along the east side from seven to five feet (to existing pavement). X October 24, 2008 Mariano — Page 2 As part of their decision, the CDB included the following Findings of Fact, Conclusions of Law and Conditions of Approval: Findings of Fact: 1. The 31.12 total acres is located generally at 2855 Gulf -to -Bay Boulevard (south side of Gulf -to -Bay Boulevard between Cross Boulevard [east] and Sky Harbor Drive [west]), 2. The overall site has three zoning districts, including 2.45 acres in the northeast corner of the site adjacent to Cross Boulevard zoned Commercial (C) District, 0.34 acres in the northwest corner of the site adjacent to Sky Harbor Drive zoned Office (0) District and the 28.33 -acre balance zoned Medium Density Residential (MDR) District; 3. There is a companion request to rezone the MDR District to Medium High Density Residential (MHDR) District under REZ2008 -07007 to permit the nursing home beds desired under this proposal; 4. The area zoned Commercial District is currently developed with an eight -story, 94 -bed Assisted Living Facility (ALF), which is not proposed to be changed. The area zoned Office District is currently vacant land with no buildings located on it. The balance of the site currently zoned MDR District is developed with 62 one -story, attached dwelling buildings with varying number of units in each building (total of 229 units) that have existed since the mid- 1960's; 5. The existing eight -story, 94 -bed ALF building in the northeast corner of the site (zoned Commercial District) will be retained with this proposal, as well as 18 of the existing attached dwelling buildings containing 73 units along the northern and western portions of the site; 6. The proposal includes the construction of a new building that will have 138 attached dwelling units, 76 ALF beds and 40 nursing home beds; 7. The proposal includes a height increase from 30 to 82 feet for the new building. This site has ciihctnntinl rhnnvPC to PPyictino rrrnrlPC with the a -,,r f-nntniwr level fnr th�c c;te at 12 f et The overall height of 82 feet is measured to the highest top of towers for the new building. From the average grade level, the building is 70.5 feet to the top of the parapet roof, 8. The proposal also includes the construction of nine duplex attached dwelling buildings along the southern portion of the site closer to the water and Just south of the existing ALF building; 9. In the Commercial District, there are no required setbacks for a Comprehensive Infill Redevelopment Project use; 10. The proposal includes a front (north) setback along Gulf -to -Bay Blvd of four feet (to existing sign) and 28 feet (to existing pavement), a front (east) setback along Cross Blvd of one -foot (to existing pavement), a front (north) setback along Cross Blvd of 25 feet (to proposed guardhouse), a side (east) setback of five feet (to existing pavement), a side (west) setback of two feet (to existing pavement) and a side (north) setback of zero feet (to existing pavement); 11. In the proposed MHDR District, required setbacks for a Residential Infill Project use are 10 — 25 feet front, 0 — 10 feet side and 0 — 15 feet rear. The proposal includes a reduction to the front (west) setback along Sky Harbor Drive from 25 to 21 feet (to existing building), a reduction to the side (east) setback from 10 to five feet (to existing pavement) and a reduction to the side (west) setback at the southeast corner of the adjacent nursing home parcel from 10 to five feet (to proposed pavement); 12. The proposed change to the zoning of the property to MHDR District to permit the nursing home beds within the proposed new building increases the side setback to 10 feet, whereas the existing MDR District side setback is five feet; 13. The minimum required parking for Residential Infill Projects is two parking spaces per dwelling unit, but the standard is a guideline that may be varied based on the Residential Infill Project criteria of Section 2- 4041; October 24, 2008 Mariano — Page 3 14. For all uses on the subject property, the number of overall required spaces totals 583 parking spaces. The proposal includes a reduction to the required number of parking spaces from 583 to 426 parking spaces. The applicant has submitted a Parking Sufficiency Study that has analyzed the existing conditions and the proposed development relating to parking demand; 15. This site is required a 15 -foot wide landscape buffer along Gulf -to -Bay Boulevard, a 10 -foot wide landscape buffer along Cross Boulevard and Sky Harbor Drive, a 10 -foot wide buffer (or seven -foot wide with a decorative fence /wall) adjacent to nonresidential uses and a 10 -foot buffer adjacent to attached dwellings or like uses; 16. This proposal includes reductions to perimeter buffers along Cross Blvd (east) from 10 feet to one -foot (to existing pavement), along the east side from seven to five feet (to existing pavement), along the west side from five to two feet (to existing pavement), along the north side from 10 feet to zero feet (to existing pavement) and at the southeast corner of the adjacent nursing home parcel from 10 feet to five feet (to proposed pavement); 17. There is an active Code Enforcement case for this property dealing with noncompliant landscaping (CDC2008- 02198). Conclusions of Law: 1. That the development proposal is consistent with the Standards as per Sections 2 -701.1 and 2 -401.1 and Tables 2 -704 and 2 -404 of the Community Development Code; 2. That the development proposal is consistent with the Flexibility criteria as per Section 2 -704 C of the Community Development Code; 3. That the development proposal is consistent with the Flexibility criteria as per Section 2404.F of the Community Development Code; 4. That the development proposal is consistent with the General Standards for Level Two Approvals as nar gartinn I-011 of tba (`nmm,mif � T)av ]- r�mant C—le; o A and 5. The proposal is compatible with the adjacent land uses. Conditions of Approval: 1. That approval of this application is subject to the approval of the companion rezoning Case No. REZ2008- 07007; 2. That the final design and color of the building be consistent with the conceptual elevations approved by the CDB; 3. That a subdivision plat be required to be approved for any future division of this property into additional lots; 4. That the existing eight -story ALF building zoned Commercial District be limited to a maximum of 94 beds and the new building be limited to a maximum of 76 ALF beds and 40 nursing home beds; 5. That, prior to the issuance of any permits, the applicant assist the City with resolving the address issue for the adjacent HarbourWood Nursing Home created by the gating of the subject property; 6. That approval of this application does not waive full compliance with the parking, landscaping nor underground utility requirements for the ALF area zoned Commercial District and the northern and western areas where existing attached dwellings are being retained as part of this application, however, full compliance is expected when these existing areas are redeveloped in the future; 7. That landscaping that has died or been removed without approvals identified under Case No. CDC2008 -02198 be replaced as part of the construction of these improvements, unless it is determined by the Planning Department that replacement be initiated at an earlier date; 8. That, prior to the issuance of any permits, civil and landscape plans be revised to provide a 10 -foot wide setback and landscape buffer along the eastern property line; October 24, 2008 Mariano — Page 4 9. That, prior to the issuance of building permits for the duplex buildings, mechanical equipment for these new duplex buildings be screened from view in accordance with Code requirements; '10. That existing overhead utilities serving buildings along the north and west sides of the site that are being retained under this proposal be placed underground when these areas are redeveloped; 11. That any freestanding signage be a monument -style sign, designed to match the exterior materials and colors of the building, and be limited to a maximum height of six feet; 12. That, prior to the issuance of any perrmts, the applicant resolve water, sewer and fire line issues with the Engineering and Fire Departments; 13. That, prior to the issuance of any permits, compliance with all requirements of General Engineering, Traffic Engineering and Stormwater Engineering be met; and 14. That any applicable Public Art and Design Impact Fee be paid prior to the issuance of any permits. Pursuant to Section 4-407, an application for a building permit or other approvals shall be made within one year of Flexible Development approval (October 21, 2009). All required certificates of occupancy shall be obtained within two years of the date of issuance of the initial building permit. The building permit must be obtained within six months of the initial permit application. This timeframe to obtain the initial building permit may be extended for an additional six months for cause by the Community Development Coordinator. Time frames do not change with successive owners. The Community Development Coordinator may grant an extension of time for the Flexible Development approval for a period not to exceed one year and only within the original period of validity. The issuance of this Development Order does not relieve you of the necessity to obtain any building permits or pay any impact fees that may be required. In order to facilitate the issuance of any permit or license affected by this approval, please bring a copy of this letter with you when applying for any nermit-, or licenses that rernnre this prior development snnrnvnl Additionally, an appeal of a Level Two approval (Flexible Development) may be initiated pursuant' to Section 4 -502.13 by the applicant or by any person granted party status within 14 days of the date of the CDB meeting. The filing of an application/notice of appeal shall stay the effect of the decision pending the final determination of the case. The appeal period for your case expires on November 4, 2008 (14 days from the date of the CDB meeting). If you have any questions, please do not hesitate to call Wayne M. Wells, Planner III, at 727 -562 -4504. You can access zoning information for parcels within the City through our website: www myclearwater.com /goN,/depts /planning. nQerely, Michael Delk, AICP Planning Director S IPlannmg DepartmentlC D BIFLEX (FLD)Ilnactive or Finished Apphcat:onslGulf to Bay 2855 Bella Terra (C, 0& MDR) -Approved - WMGu f to Bay 2855 Development Order 10 24 08 doc Wells, Wayne From: Wells, Wayne Sent: Tuesday, October 21, 2008 10:36 AM To: Marc Mariano (E -mail) Cc: Jayne Sears (E -mail) Subject: FLD2008- 05012, 2855 Gulf to Bay Blvd. Gulf to Bay .5 Memo - Revi: Wayne M. Wells, A/CP Planner III City of Clearwater 100 South Myrtle Avenue Clearwater, FL 33756 -5520 Phone: 727 - 562 -4504 Fax: 727 - 562 -4865 L 0 } arwater FAX COVER MEMO, CITY OF CLEARWATER PLANNING DEPARTMENT 100 S. MYRTLE AVE., 2 "d Floor CLEARWATER, FL 33756 (727) 562 -4567 FAX: (727) 562 -4865 TO: /V /krc V1cu -ia- FAX: 4.3 1 " 7 77 Phone: -+ 3 9 --/ l0 OS FROM: �.5 Phone: S (9 Z - -f-SD 4 DATE: 10 o SUBJECT: O S D/ 2 zg ss- c,,1-F +v zk � . �1 D . 1. p I NIESSAGE: P NUMBER OF PAGES(INCLUDING THIS PAGE) 2— Wells, Wayne From: Wells, Wayne Sent: Thursday, October 16, 2008 3:50 PM To: Marc Mariano (E -mail) Subject: FLD2008- 05012, 2855 Gulf to Bay Blvd. Marc - Attached is the Staff Report for the above referenced case to be heard by the CDB at their meeting on October 21, 2008. Please review the Conditions of Approval and let me know no later than 10:00 am on Monday, October 20, 2008, If the Conditions of Approval are acceptable or not. My attached expert witness resume needs to be attached to the report. Since we have received one letter of opposition (faxed to you earlier), this application will not be on the Consent portion of the CDB agenda. Also, Mr. Stowell will be at the hearing with his planning consultant to discuss the application. Thanks. Wayne M. Wells, A/CP Planner III City of Clearwater 100 South Myrtle Avenue Clearwater, FL 33756 -5520 Phone: 727 - 562 -4504 Fax: 727 - 562 -4865 Gulf to Bay Wells Wayne - P5 Amended Stacpert Witness R Bella Terra on the Bay - FLD2008 -05012 Wells, Wayne From: Marc Mariano [mmariano @tbegroup.com] Sent: Thursday, October 16, 2008 9:07 AM To: Wells, Wayne Subject: FW: Bella Terra on the Bay - FLD2008 -05012 Page 1 of 4 FYI — here is the email from tom glenn regarding our proposed plan for harbour wood, which I sent to you Also, below Tom's email a recap of the meeting we had with Fire, Traffic Engineering, General Engineering. Thanks, Marc Marc A. Mariano, AICP, PP Project Manager TBE Group, Inc. 380 Park Place Blvd, Suite 300 Clearwater, FL 33759 Direct: (727) 431 -1605 Fax: (727) 431 -1777 Mobile. (727) 492 -6750 Ranked in the Top 200 of ENR's Top 500 Design Firms Visit us at www_tbegroui)com A Please consider the environment before printing this e-mail. nnnnnnnnnnnnnnnnnnnnnnnnnnnnnnAAAAAAnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnn Please Note Unless otherwise indicated or obvious from its nature, the information in this transmittal is confidential and is intended solely for the use of the individual (s) named above If you, the reader of this message, are not the intended recipient, you are hereby notified that any dissemination, distribution, copying or forwarding of this transmittal is strictly prohibited If you have received this transmittal in error, please advise the sender immediately and destroy the accompanying transmittal Thank you From: Tom.Glenn @myClearwater.com [ mailto :Tom.Glenn @myClearwater.com] Sent: Thursday, September 25, 2008 8:26 AM To: Marc Mariano Subject: RE: Bella Terra on the Bay - FLD2008 -05012 Marc After looking at the plans you sent Solid Waste will be ok with they way drawn with the Hammer Head - - - -- Original Message---- - From: Marc Mariano [mailto:mmariano @ tbegroup.com] Sent: Wednesday, September 24, 2008 5:05 PM To: Rice, Scott; Keller, James; Patni, Himanshu; Doherty, Steve Cc: Bryan Zarlenga; Bertels, Paul; Wells, Wayne; Beery, Mark; Glenn, Tom 10/16/2008 Bella Terra on the Bay - FLD2008 -05012 Subject: RE: Bella Terra on the Bay - FLD2008 -05012 Page 2 of 4 Gentlemen, Again, thank you very much for meeting today on such short notice I just wanted to follow up with an overview of the meeting. 1. The layout that we have proposed which gives WB -50 sized trucks full access to HarbourWood's loading docks and trash receptacles (service area) is agreed to be sufficient from the perspective of the Fire Dept, Engineering and Traffic Engineering. 2. Jim Keller indicated that any argument against the proposed solution related to NFIP codes would be eliminated if a fire access only gate were placed at the end of HarbourWood's access drive (near the existing dumpsters) to provide fire /emergency access only out to the re- designed Loving Lane The gate would utilize knox box access. We will look at some gate design options. Jim — please send an application for manual knox box use at all gates throughout the campus. 3. 1 will wait to hear back from Tom Glenn relative to solid waste collection to see if he is supportive of the plan and the intended back -up movement for his trucks from HarbourWood's existing dumpsters out to the Sky Harbor entrance by back tracking along Cross Blvd. 4. If necessary, we can shift southward the proposed gate near HarbourWood's southerly parcel line near the Cross Blvd and redesign Loving Lane intersection. 5. Under emergency situations all currently proposed gates on the Bella Terra site could provide full access, if necessary. 6. Relative to the address issue, Steve Doherty will coordinate with Don Melone to look at allowing HarbourWood's facility to retain the 2855 Gulf -to -Bay Blvd address, which they have today, and the proposed Bella Terra facility would change their address to something based off of Gulf to Bay and acceptable to Engineering. Jim Keller did not have an objection to this as he was assured that any emergency vehicle that uses the Gulf -to -Bay entrance would gain access through the guardhouse and would have knox box access if a person were not available. Thanks again, Marc Marc A. Mariano, AICP, PP Project Manager TBE Group, Inc. 380 Park Place Blvd, Suite 300 Clearwater, FL 33759 Direct: (727) 431 -1605 Fax: (727) 431 -1777 Mobile: (727) 492 -6750 Ranked in the Top 200 of ENR's Top 500 Design Firms Visit us at www tbegroui).com IIIA Please consider the environment before printing this e-mail. nnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnn Please Note Unless otherwise indicated or obvious from its nature, the information in this transmittal is confidential and is intended solely for the use of the individual(s) named above If you, the reader of this message, are not the intended recipient, you are hereby notified that any dissemination, distribution, copying or forwarding of this transmittal is strictly prohibited If you have received this transmittal in error, please advise the sender immediately and destroy the accompanying transmittal Thank you 10/16/2008 Bella Terra on the Bay - FLD2008 -05012 Page 3 of 4 From: Scott.Rice @myClearwater.com [ mailto :Scott.Rice @myClearwater.com] Sent: Wednesday, September 24, 2008 9:32 AM To: Marc Mariano; Paul.Bertels @myClearwater.com; James. Keller@ myClea rwater.com; Wayne.Wells @myClearwater.com; mark.berry@myclearwater.com; Tom.Glenn @myC[earwater.com Cc: Bryan Zarlenga Subject: RE: Bella Terra on the Bay - FLD2008 -05012 I have some time between 1 and 3 if that works. D. Scott Rice, PE Assistant Engineering Director City of Clearwater (727) 562 -4781 - - - -- Original Message---- - From: Marc Mariano [mailto:mmariano @tbegroup.com] Sent: Wednesday, September 24, 2008 9:05 AM To: Rice, Scott; Bertels, Paul; Keller, James; Wells, Wayne; mark. berry@myclearwater.com; Glenn, Tom Cc: Bryan Zarlenga Subject: Bella Terra on the Bay - FLD2008 -05012 Importance: High Gentlemen, I would like to request a meeting with each of you, either individually, as a group, or a mix thereof, to discuss an issue related to the above site plan application, which was supposed to go to CDB in Sept but couldn't for advertising reasons. We have taken the extra time to work with an adjoining property owner in an attempt to alleviate their concerns related to a re- aligned road and access to their existing dumpster and loading docks. At your earliest convenience I would like to site down with each of you to go over the plan and hopefully gain your support or hear how we could improve upon the situation. I know that if you are all not satisfied with the plan we have come up with, we will need to provide an alternative, solution prior to the Oct CDB and that may take a little while. Please let me know if you are available for a meeting anytime today for about 30 minutes. I realize that Traffic, Fire and Solid Waste all need to agree with the proposal and that is my primary goal. 1 appreciate your assistance. Thanks, Marc Marc A. Mariano, AICP, PP Project Manager TBE Group, Inc. 10/16/2008 , Bella Terra on the Bay - FLD2008 -05012 Page 4 of 4 380 Park Place Blvd, Suite 300 Clearwater, FL 33759 Direct: (727) 431 -1605 Fax: (727) 431 -1777 Mobile: (727) 492 -6750 Ranked in the Top 200 of ENR's Top 500 Design Firms Visit us at www.tbegroup com A Please consider the environment before printing this e-mail. nnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnn Please Note Unless otherwise indicated or obvious from its nature, the information in this transmittal is confidential and is intended solely for the use of the individual(s) named above If you, the reader of this message, are not the intended recipient, you are hereby notified that any dissemination, distribution, copying or forwarding of this transmittal is strictly prohibited If you have received this transmittal in error, please advise the sender immediately and destroy the accompanying transmittal Thank you 10/16/2008 ' 'bella terra conditions in question Wells, Wayne From: Marc Mariano [mmariano @tbegroup.com] Sent: Monday, October 13, 2008 10:30 AM To: Wells, Wayne Subject: bella terra conditions in question Wayne, the black font type is'the original and the blue font type is the desired language. Page 1 of 2 4. That, in compliance with State licensing requirements, the owner be limited to a capacity of only one resident per room in the assisted living facility rooms and the nursing home rooms; (a) That, in compliance with State licensing requirements, the owner shall be bound to the limit of the license for assisted living residents and nursing home residents. The reason behind this request is that the owner is required by state to allow couples to live in the same room, if requested, but if a couple occupies 1 room then the Owner is required by state law to keep a seperate room empty so they do not exceed the license level. 6. That, prior to the issuance of any permits, the applicant assist the City with resolving the address issue for the adjacent HarbourWood Nursing Home created by the gating of the subject property; a. That the applicant continue to assist the City with resolving the address issue for the adjacent Harbour Wood Nursing Home created by the gating of the subject property. 9. That, prior to the issuance of any permits, civil and landscape plans be revised to provide a 10 -foot wide landscape buffer along the eastern property line; a. Why is this a condition of approval at all. If it is then you are recommending denial of that request? You really feel that this existing condition, which no one has ever had a problem with, will have a negative impact on any property owner when we are actually upgrading the existing situation with a decorative fence and landscaping. Anyway, those are the ones I have heartburn with. See you Wednesday. Thanks, Marc Marc A. Mariano, AICP, PP Project Manager TBE Group, Inc. 380 Park Place Blvd, Suite 300 Clearwater, FL 33759 10/13/2008 / bella terra conditions in question Page 2 of 2 Direct: (727) 431 -1605 Fax: (727) 431 -1777 Mobile: (727) 492 -6750 Ranked in the Top 200 of ENR's Top 500 Design Firms Visit us at www tbegroup com " Please consider the environment before printing this e-mail. nnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnn Please Note Unless otherwise indicated or obvious from its nature, the information in this transmittal is confidential and is intended solely for the use of the individual(s) named above If you, the reader of this message, are not the intended recipient, you are hereby notified that any dissemination, distribution, copying or forwarding of this transmittal is strictly prohibited. If you have received this transmittal in error, please advise the sender immediately and destroy the accompanying transmittal Thank you 10/13/2008 p . Harbour Wood realignment Wells, Wayne From: Marc Mariano [mmariano @tbegroup.com] Sent: Monday, October 13, 2008 9:30 AM To: Wells, Wayne Subject: Harbour Wood realignment Wayne, Page 1 of 1 Attached is the plan fire (Jim Keller), traffic engineering (Himanshu Patni), general engineer (Scott Rice) and solid waste (Tom Glenn) reviewed and accepted to accommodate access to HarbourWoods service area. It creates for the Harbour Wood facility a formal service and loading area exclusive from daily traffic and emergency vehicles, unlike the existing situation, and accommodates a WB -50 truck, while maintaining the parameters of the existing access easement. Thanks, Marc <<WB50- HR1.pdf>> <<WB50- HR.pdf>> Marc A. Mariano, AICP, PP Project Manager TBE Group, Inc. 380 Park Place Blvd, Suite 300 Clearwater, FL 33759 Direct: (727) 431 -1605 Fax: (727) 431 -1777 Mobile: (727) 492 -6750 Ranked in the Top 200 of ENR's Top 500 Design Firms Visit us at www tbegroup.com A Please consider the environment before printing this e-mail. nnnnnnnnnnnnnnnnnnnnnnnnnnnnnnAAAAAAAnnnnnnnnnnnnnnnnnnnnnnnnnnnnnn Please Note Unless otherwise indicated or obvious from its nature, the information in this transmittal is confidential and is intended solely for the use of the individual(s) named above If you, the reader of this message, are not the intended recipient, you are hereby notified that any dissemination, distribution, copying or forwarding of this transmittal is strictly prohibited If you have received this transmittal in error, please advise the sender immediately and destroy the accompanying transmittal Thank you 10/13/2008 FIE J\D2026\0202600200\ACAD\d.g\G2G26002—WB —HR d.g — SATED %. 09/09/06 -2 23p PLOMD — 09/22/08-9 350 BY AF -qw three -41111- Greystone Communities SantaFe HealthCare lu GROUP oa R;l 21. U August 15, 2006 Bryan L Zarlenga, PE FLR,g No 52167 OwRfR BVG Aquisition, Inc IN% CONSTRUCTON T MONUMENTS S- — TRUCK TURNING TEMPLATE (WB-50) SC3 10 A -77 -jr! Xnr S. , 0 ........... L C- V V- v 0 _V\ A v 00, 0 6i FIE J\D2026\0202600200\ACAD\d.g\G2G26002—WB —HR d.g — SATED %. 09/09/06 -2 23p PLOMD — 09/22/08-9 350 BY AF -qw three -41111- Greystone Communities SantaFe HealthCare lu GROUP oa R;l 21. U August 15, 2006 Bryan L Zarlenga, PE FLR,g No 52167 OwRfR BVG Aquisition, Inc IN% CONSTRUCTON T MONUMENTS S- — TRUCK TURNING TEMPLATE (WB-50) SC3 10 A - No"V DO-NOT-CNTE�4 — ----- .. ... .... 1 �3 PROPOSIFID VFHI,'l F GATF WITH KNOX KFY SWITCH & BA-TFR'r RAC 'KUFl FOR Lo FIRF USF ul .1-5 CON(PFTE SIPFWAI K (T m ) R25' R 12' R15 6' CHAIM INK -FFNCF,,-------'-" R134' -A- .1-5 CON(PFTE SIPFWAI K (T m ) R25' R 12' T� WHEEL H YP) R15 R134' T� WHEEL H YP) . iOct. 9. 2008 2:08PM gulf coast consulting 'C; -1 40M Gulf Coast Consulting, hic. Land Development Consulting 13825 Icot Boulevard, Suite 605 Clearwater, Florida 33760 Phone : (727) 524-1818 Fax: (727) 524-6090 No. 4838 P. 1 Ttr Wt n 16 Wfits, F"D"" o ladt'� ?i er!,olizTW% IFW: 5(w:L- 4065 Pawn: . Phone: 45(* -- - battee 1010 is % Re: �iGr�aaVrwaoa (Sa16 I-QrM cc: J Job No: i) S -. b s of HaMeopy Instructions: ❑ Rslrlar Mail 0 Ovemlght Mall ❑ None to Follow Message: t -Jk LI oV Carker r f rwal� hS. Iandsto.PAL t, fTIr o,nA lit OA#W% ?>t-11a T e r r4 AD Vc nt c off - mac Icr-VWq d rwq 6.�^A c Vavaa o.rce. For +,rVtx Maf1Lwetrin� 7'Or -R"#Wr, -.moJ dcWver't Ond CAV, 01? MiLorwa4te.r t afba�c - }rucks , w,�14, oat t-c'q%Ar -"'J host- -%f 1,40 C�+res �44K W'%\ c w.acch Gov t at cr 4 The information contained In this tren&misslon 16 pn\ftged and oomidentral. ft is intended far the use of the individual or enttiy named above, if the reader of this message is not the handed addressee, the reader is hereby natired that any consideration, dlssemhtation or duproMon of this corrununication is strictly prohibW. If the ra*Wd has raoeired this communication in error, please return this transm ssm to us at the address above by mall, H this oammunicahon was received in the U.S., please notify us immediately by phone. TwwKYOUI � • L Oct, 9. 2008 2.08PM gul f coast consul t i n "No. 4838, -',-P. 2 i -+ a r. 'r Dior-- •ENTFA t; f • • ,FYti" q �• 1,i'�i1 A! f` J "aP. - �+�„ �,�•Sr' ��`. �/ry y.b�"''t �` 1�•vt�y`J�' r�,a44 - `'4., V"�y^ �r .7M�•4, 4• �+ fr1�4Q0 � �Ci i / [. �,•� °�. .:r ' ice"' y A i /�✓ 1 5 N,i' ,.y/.,� -�1 � '• y�.l; >� .. c5 tit ti- - e / ;f�J q' f•V• ,s ' •,gyp t Sj p, p ` pa�� f�,./\ � 1 1 ,MILT ,,.: •' ..rr' Tip j 'J' ib;a' ^'4 •FyY+ �� r 1 K� •� 4'� •'i' `t F i'w: 4r i • + �( y .A .t r -- Bella Terra on the Bay - FLD2008 -05012 Wells, Wayne From: Marc Mariano [mmariano @tbegroup.com] Sent: Wednesday, September 24, 2008 5:05 PM To: Rice, Scott; Keller, James; Patni, Himanshu; Doherty, Steve Cc: Bryan Zarlenga, Bertels, Paul; Wells, Wayne; Beery, Mark; Glenn, Tom Subject: RE: Bella Terra on the Bay - FLD2008 -05012 Pagel of 3 Gentlemen, Again, thank you very much for meeting today on such short notice. I dust wanted to follow up with an overview of the meeting. 1. The layout that we have proposed which gives WB -50 sized trucks full access to HarbourWood's loading docks and trash receptacles (service area) is agreed to be sufficient from the perspective of the Fire Dept, Engineering and Traffic Engineering. 2. Jim Keller indicated that any argument against the proposed solution related to NFIP codes would be eliminated if a fire access only gate were placed at the end of HarbourWood's access drive (near the existing dumpsters) to provide fire /emergency access only out to the re- designed Loving Lane. The gate would utilize knox box access. We will look at some gate design options. Jim — please send an application for manual knox box use at all gates throughout the campus. 3. 1 will wait to hear back from Tom Glenn relative to solid waste collection to see if he is supportive of the plan and the intended back -up movement for his trucks from HarbourWood's existing dumpsters out to the Sky Harbor entrance by back tracking along Cross Blvd. 4. If necessary, we can shift southward the proposed gate near HarbourWood's southerly parcel line near the Cross Blvd and redesign Loving Lane intersection. 5. Under emergency situations all currently proposed gates on the Bella Terra site could provide full access, if necessary. 6. Relative to the address issue, Steve Doherty will coordinate with Don Melone to look at allowing HarbourWood's facility to retain the 2855 Gulf -to -Bay Blvd address, which they have today, and the proposed Bella Terra facility would change their address to something based off of Gulf to Bay and acceptable to Engineering. Jim Keller did not have an objection to this as he was assured that any emergency vehicle that uses the Gulf -to -Bay entrance would gain access through the guardhouse and would have knox box access if a person were not available. Thanks again, Marc Marc A. Mariano, AICP, PP Project Manager TBE Group, Inc. 380 Park Place Blvd, Suite 300 Clearwater, FL 33759 Direct: (727) 431 -1605 Fax: (727) 431 -1777 Mobile: (727) 492 -6750 Ranked in the Top 200 of ENR's Top 500 Design Firms Visit us at www.tbegroup.com gA Please consider the environment before printing this e-mail. 10/7/2008 Bella Terra on the Bay - FLD2008 -05012 Page 2 of 3 AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAA Please Note Unless otherwise indicated or obvious from its nature, the information in this transmittal is confidential and is intended solely for the use of the individual (s) named above If you, the reader of this message, are not the intended recipient, you are hereby notified that any dissemination, distribution, copying or forwarding of this transmittal is strictly prohibited If you have received this transmittal in error, please advise the sender immediately and destroy the accompanying transmittal Thank you From: Scott.Rice @myClearwater.com [ mailto :Scott.Rice @myClearwater.com] Sent: Wednesday, September 24, 2008 9:32 AM To: Marc Mariano; Paul.Bertels @myClearwater.com; James. Keller @myClearwater.com; Wayne.Wells @myClearwater.com; mark.berry@myclearwater.com; Tom.Glenn @myClearwater.com Cc: Bryan Zarlenga Subject: RE: Bella Terra on the Bay - FLD2008 -05012 I have some time between 1 and 3 If that works. D. Scott Rice, PE Assistant Engineering Director City of Clearwater (727) 562 -4781 - - - -- Original Message---- - From: Marc Mariano [mailto:mmariano @tbegroup.com] Sent: Wednesday, September 24, 2008 9:05 AM To: Rice, Scott; Bertels, Paul; Keller, James; Wells, Wayne; mark.berry@myclearwater.com; Glenn, Tom Cc: Bryan Zarlenga Subject: Bella Terra on the Bay - FLD2008 -05012 Importance: High Gentlemen, would like to request a meeting with each of you, either individually, as a group, or a mix thereof, to discuss an issue related to the above site plan application, which was supposed to go to CDB in Sept but couldn't for advertising' reasons. We have taken the extra time to work with an adjoining property owner in an attempt to alleviate their concerns related to a re- aligned road and access to their existing dumpster and loading docks. At your earliest convenience I would like to site down with each of you to go over the plan and hopefully gain your support or hear how we could improve upon the situation. I know that if you are all not satisfied with the plan we have come up with, we will need to provide an alternative solution prior to the Oct CDB and that may take a little while. Please let me know if you are available for a meeting anytime today for about•30 minutes. I realize that Traffic, Fire and Solid Waste all need to agree with the proposal and that is my primary goal. I appreciate your assistance. Thanks, 10/7/2008 Bella Terra on the Bay - FLD2008 -05012 Marc Marc A. Mariano, AICP, PP Project Manager TBE Group, Inc. 380 Park Place Blvd, Suite 300 Clearwater, FL 33759 Direct: (727) 431 -1605 Fax: (727) 431 -1777 Mobile: (727) 492 -6750 Ranked in the Top 200 of ENR's Top 500 Design Firms Visit us at www.tbegroup com A Please consider the environment before printing this e-mail. nnnnnnAAAAAAnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnn q Page 3 of 3 Please Note: Unless otherwise indicated or obvious from its nature, the information in this transmittal is confidential and is intended solely for the use of the individual(s) named above If you, the reader of this message, are not the intended recipient, you are hereby notified that any dissemination, distribution, copying or forwarding of this transmittal is strictly prohibited If you have received this transmittal in error, please advise the sender immediately and destroy the accompanying transmittal Thank you 10/7/2008 TO: 0 ta } rwater FAX COVER MEMO CITY OF CLEARWATER PLANNING DEPARTMENT 100 S. MYRTLE AVE., 2nd Floor CLEARWATER, FL 33756 (727) 562 -4567 FAX: (727) 562 -4865 r i vk 0 FAX: 1-31- / 7 7 7 Phone: + -� I — / (0 IDS FROM: Y� J Phone: DATE: / 0 /1 0 SUBJECT: 2, 2,13T-S- C v T 7v a NUMBER OF PAGES(INCLUDING THIS PAGE) rg F f ,V � vYSa+_vy �4 ✓fit i 1 J ��ff6 PLANNING DEPARTIACNT CITE' OF CLEARWATER POST OFFICE BOX 4748, CLEARWATER, FLORIDA 33758 -4748 MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 5624567 FAx (727) 562 -4865 September 17, 2008 Marc Mariano, AICP, PP TBE Group, Inc 380 Park Place Boulevard, Suite 300 Clearwater, FL 33759 Re: Community Development Board Meeting Case No. FLD2008 -05012 — 2855 Gulf to Bay Boulevard Dear Mr. Manano: The Community Development Board (CDB) at their meeting on September ' 16, 2008, continued the above referenced request to their October 21, 2008, meeting to properly advertise the application. The request as advertised for the September 16, 2008, CDB meeting (which will be amended for the October 21, 2008, CDB meeting) was for Flexible Development approval for the redevelopment of the overall 31.12 acre - property zoned Commercial (C) District, Office (0) District and proposed Medium High Density Residential (MHDR) District (companion rezoning Case No. REZ2008- 07007) to permit a total of 229 attached dwellings (Independent Living Units) (73 units existing to remain; 156 units proposed), a total of 40 rnrrcma hnmP hPrlc (nrnnncPril nnrl n tntnl of 170 harlc of nccictarl lnnnn fnrnil'i.r (QA ] vrAc — ictirJrr t, remain; 76 beds proposed); (A) In the Commercial (C) District with a lot area of 2.45 acres, a lot width of 200 feet along Gulf to Bay Boulevard (north) and a total of 210 feet along Cross Blvd, a front (north) setback along Gulf to Bay Blvd of four feet (to existing sign) and 28 feet (to existing pavement), a front (east) setback' along Cross Blvd of one -foot (to existing pavement), a front (north) setback along Cross Blvd of 25 feet (to proposed guardhouse), a side (east) setback of five feet (to existing pavement), a side (west) setback of two feet (to existing pavement), a side (north) setback of zero feet (to existing pavement) and a building height of 81 feet (to roof deck of existing assisted living facility building), as a Comprehensive Infill Redevelopment Project in the Commercial (C) District, under the provisions of Section 2- 704.C; (B) A lot area of 28.33 acres, a lot width along Sky Harbor Drive of 282 feet, a reduction to the front (west)' setback along Sky Harbor Drive from 25 to 21 feet (to existing building), an increase to building height from 30 to 82 feet (to top of roof of proposed building) and a reduction to the required number of parking spaces from 583 to 426 parking spaces, as a Residential Infill Project in the proposed Medium High Density Residential (MHDR) District, under the provisions of Section 2- 304.G; and (C) Reductions to perimeter buffers along Cross Blvd (east) from 10 feet to one -foot (to existing pavement), along the east side from seven to five feet (to existing pavement), along the west side from five to two feet (to existing pavement), along the north side from 10 feet to zero feet (to existing pavement) and at the southeast corner of the adjacent nursing home parcel from 10 feet to five feet (to proposed pavement), as a Comprehensive Landscape Program under the provisions of Section 3- 1202.G, for property located at 2855 Gulf to Bay Boulevard. R'* o- &A f It September 1'7, 2008 Mariano — Page 2 If you have any questions, please do not hesitate to call Wayne M. Wells, AICP, Planner IlI, at 727 -562- 4504. Sincerely, Michael elk, P Planning Director S IPlammng DepartmentlC D BIFLEX (FLD)IPending cases)Up for the next CDBIGuIf to Bay 2855 Bella Terra on the Bay (C, 0& MDR) - 10 2108 CDB - WWIGulf to Bay 2855 CDB Continuance Letter 917 08 doc I/ Bella Terra FLD2008 -05012 Page 1 of/ 1 Wells, Wayne From: Marc Mariano [mmariano @tbegroup.com] Sent: Wednesday, September, 10, 2008 4:28 PM To: Watkins, Sherry Cc: Katie Cole; Sharon Breitinger; Troy Hart; Pat Gleason; Justin Nowell; Bryan Zarlenga; Marc Mariano; Wells, Wayne Subject: Bella Terra FLD2008 -05012 Importance: High Sherry, I was made aware yesterday by Wayne that our FLD case was improperly advertised. As such, I am formally requesting to have the site plan application and the associated rezoning (REZ2008- 07007) application pulled from Tuesday's CDB meeting, re- advertised and both applications included on the October 21st CDB meeting agenda. As an official follow -up, I will send to you a formal letter making the same request. Call me if you have any questions. Thanks, Marc Marc A. Mariano, AICP, PP Project Manager TBE Group, Inc. 380 Park Place Blvd, Suite 300 Clearwater, FL 33759 Direct: (727) 431 -1605 Fax: (727) 431 -1777 Mobile: (727) 492 -6750 Ranked in the Top 200 of ENR's Top 500 Design Firms Visit us at www.tbe roue com A Please consider the environment before printing this e-mail. nnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnn 9/14/2008 r Wells, Wayne From: Tefft, Robert Sent: Wednesday, September 10, 2008 2.04 PM To: 'mmariano @tbegroup.com' Cc: Wells, Wayne Subject: FLD2008- 05012, 2855 Gulf to Bay Blvd. Sent on behalf of Wayne Wells - Marc - Attached is the Staff Report for the above referenced application, to be heard by the Community Development Board (CDB) at 1:00 pm on Tuesday, September 16, 2008, in City Council chambers at City Hall. Please review the conditions of approval and let me know by 1000 am on Monday, September 15, 2008, if they are acceptable. If the conditions of approval are acceptable, and we receive no letters or emails of objection, then this application will be placed on the consent portion of the CDB agenda. Wayne M. Wells, A/CP Planner III City of Clearwater 100 South Myrtle Avenue Clearwater, FL 33756 -5520 Phone: 727 - 562 -4504 Fax: 727 - 562 -4865 IR Gulf to Bay .55 Staff Report condition for bella terra Wells, Wayne From: Marc Mariano [mmariano @tbegroup.com] Sent: Tuesday, September 09, 2008 5:03 PM To: Wells, Wayne Subject: condition for bella terra Page 1 of 1 The Applicant shall provide for the adjacent HarbourWood Center sufficient means of ingress and egress for delivery and solid waste vehicle access to the HarbourWood Center's loading docks and solid waste receptacles and back out to Sky Harbor Blvd. A plan shall be produced by the Applicant and accepted by City Engineering and Planning Staff that provides turning movements sufficient to accommodate up to a WB -50 tractor trailer. Marc A. Mariano, AICP, PP Project Manager TBE Group, Inc. 380 Park Place Blvd, Suite 300 Clearwater, FL 33759 Direct: (727) 431 -1605 Fax: (727) 431 -1777 Mobile: (727) 492 -6750 Ranked in the Top 200 of ENR's Top 500 Design Firms Visit us at www.tbegroup.com A Please consider the environment before printing this e-mail. nnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnn Please Note Unless otherwise indicated or obvious from its nature, the information in this transmittal is confidential and is intended solely for the use of the individual(s) named above If you, the reader of this message, are not the intended recipient, you are hereby notified that any dissemination, distribution, copying or forwarding of this transmittal is strictly prohibited If you have received this transmittal in error, please advise the sender immediately and destroy the accompanying transmittal Thank you 9/14/2008 Message Wells, Wayne From: Wells, Wayne Sent: Monday, September 08, 2008 3:52 PM To: 'ginac @jpfirm.com' Cc: Watkins, Sherry Subject: FLD2008 -05012 See attached. Any problems, let me know - - - -- Original Message---- - From: Gina L. Canopari [mailto:ginac @jpfirm.com] Sent: Monday, September 08, 2008 3:20 PM To: Watkins, Sherry; Wells, Wayne Subject: RE: FLD2008 -05012 Thanks. - - - -- Original Message---- - From: Sherry.Watkins @myClearwater.com [ mailto: Sherry.Watkins @myClearwater.com] Sent: Monday, September 08, 2008 3:24 PM To: Gina L. Canopari; Wayne.Wells @myClearwater.com Subject: RE: FLD2008 -05012 Page 1 ofA'I Hi Cindy, I sent you the DRC Agenda. But I am going to have your Planner Wayne Wells send you your comments. Thank you, Sherry Watkins Administrative Analyst Planning Department 727 -562 -4582 - - - -- Original Message---- - From: Gina L. Canopari [mailto:ginac @jpfirm.com] Sent: Monday, September 08, 2008 2:28 PM To: Watkins, Sherry Subject: FLD2008 -05012 Hi Sherry, Can you please send me over the DRC agenda & comments for case #FLD2008- 05012? Thank you!! Gina L. Canopari Certified Paralegal Johnson, Pope, Bokor, Ruppel & Burns, LLP 911 Chestnut Street Clearwater, FL 33756 727 - 461 -1818 9/8/2008 r -Ala terra advertisement Pagel of 3 Wells, Wayne From: Marc Mariano [mmariano @tbegroup.com] Sent: Wednesday, August 13, 2008 7:16 PM To: Wells, Wayne Subject: RE: Bella Terra advertisement Oh by the way I was wrong in my initial parking calculation, it should be 583 parking spaces - 94 existing alf in the C zone x 0.5 spaces = 47 spaces - 229 IL units in the MDR x 2 spaces = 458 spaces - 116 ALF and Nursing beds / 3 = 39 Dwelling Units x 2 spaces = 78 583 total parking spaces required for proposed development Thanks, Marc Marc A. Mariano, AICP, PP Project Manager TBE Group, Inc. 380 Park Place Blvd, Suite 300 Clearwater, FL 33759 Direct: (727) 431 -1605 Fax: (727) 431 -1777 Mobile (727) 492 -6750 Ranked in the Top 200 of ENR's Top 500 Design Firms Visit us at www.tbegroup.com A Please consider the environment before printing this e-mail. nnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnn Please Note Unless otherwise indicated or obvious from its nature, the information in this transmittal is confidential and is intended solely for the use of the individual (s) named above If you, the reader of this message, are not the intended recipient, you are hereby notified that any dissemination, distribution, copying or forwarding of this transmittal is strictly prohibited If you have received this transmittal in error, please advise the sender immediately and destroy the accompanying transmittal Thank you From: Wayne.Wells @myClearwater.com [ mailto :Wayne.Wells @myClearwater.com] Sent: Tuesday, August 12, 2008 6:20 PM To: Marc Mariano Subject: Bella Terra advertisement Marc - 2/9/2009 Bella terra advertisement Page 2 of 3 This is how I presently have the request written. As you can see, there are some numbers to be filled in. I know there is some Office District in the northwest portion of the site. We may need to modify the lot width for (B) to only that zoned residential. See how this works for you. Don't know if you need to call to discuss: Flexible Development approval for the redevelopment of the overall 31.12 acre - property zoned Commercial (C) District, Office (0) District and proposed Medium High Density Residential (MHDR) District (companion rezoning Case No REZ2008- 07007) to permit a total of 229 attached dwellings (Independent Living Units) (73 units existing to remain, 156 units proposed), a total of 40 nursing home beds (proposed) and a total of 170 beds of assisted living facility (94 beds existing to remain; 76 beds proposed); (A) In the Commercial (C) District with a lot area of 2.45 acres, a lot width of 200 feet along Gulf to Bay Boulevard (north) and 150 feet along Cross Blvd, a front (north) setback along Gulf to Bay Blvd of four feet (to existing sign), a front (east) setback along Cross Blvd of one -foot (to existing pavement), a front (north) setback along Cross Blvd of 10 feet (to proposed guardhouse), a side (east) setback of five feet (to existing pavement), a side (west) setback of two feet (to existing pavement), a side (north) setback of zero feet (to existing building and pavement) and a building height of xx feet (to roof deck of existing assisted living facility building), as a Comprehensive Infill Redevelopment Project in the Commercial (C) District, under the provisions of Section 2- 704.C, (B) A lot area of xx acres, a lot width along Sky Harbor Drive of 282 feet, a reduction to the front (west) setback along Sky Harbor Drive from 25 to 21 feet (to existing building), an increase to building height from 30 to 83 feet (to top of roof of proposed building) and a reduction to the required number of parking spaces from xx to 426 parking spaces, as a Residential Inf ll Project in the proposed Medium High Density Residential (MHDR) District, under the provisions of Section 2- 304.G; and (C) Reductions to perimeter buffers along Cross Blvd (east) from 10 feet to one -foot (to existing pavement), along the east side from seven to five feet (to existing pavement), along the west side from five to two feet (to existing pavement), along the north side from 10 feet to zero feet (to existing building and pavement) and at the southeast corner of the adjacent nursing home parcel from 10 feet to xx feet, as a Comprehensive Landscape Program under the provisions of Section 3- 1202.G. Wayne - - - -- Original Message---- - From: Marc Mariano [mailto:mmariano @tbegroup.com) Sent: Tuesday, August 12, 2008 5:10 PM To: Wells, Wayne Subject: bella terra advertisement Wayne, I will be calling you in the morning to go over how the advertisement needs to be written. Let me know if you have a preferred time. Thanks, Marc Marc A. Mariano, AICP, PP Project Manager TBE Group, Inc. 380 Park Place Blvd, Suite 300 Clearwater, FL 33759 Direct: (727) 431 -1605 2/9/2009 Bella terra advertisement ft Fax: (727) 431 -1777 Mobile: (727) 492 -6750 Ranked in the Top 200 of ENR's Top 500 Design Firms Visit us at www tbegroup com A Please consider the environment before printing this e-mail. nnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnn Page 3 of 3 Please Note Unless otherwise indicated or obvious from its nature, the information in this transmittal is confidential and is intended solely for the use of the individual(s) named above If you, the reader of this message, are not the intended recipient, you are hereby notified that any dissemination, distribution, copying or forwarding of this transmittal is strictly prohibited If you have received this transmittal in error, please advise the sender immediately and destroy the accompanying transmittal Thank you 2/9/2009 hella terra advertisement Wells, Wayne From: Marc Mariano [mmariano @tbegroup.com] Sent: Wednesday, August 13, 2008 5:34 PM To: Wells, Wayne Subject: RE: Bella Terra advertisement Page 1 of 3 Wayne, On the northern setback in the C zone you are correct it is 0 feet to pavement, but the Gazebo is gone, so its just existing pavement. Sorry, Marc Marc A. Mariano, AICP, PP Project Manager TBE Group, Inc. 380 Park Place Blvd, Suite 300 Clearwater, FL 33759 Direct: (727) 431 -1605 Fax: (727) 431 -1777 Mobile: (727) 492 -6750 Ranked in the Top 200 of ENR's Top 500 Design Firms Visit us at www.tbegrour).com gA Please consider the environment before printing this e-mail. nnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnn Please Note Unless otherwise indicated or obvious from its nature, the information in this transmittal is confidential and is intended solely for the use of the individual (s) named above If you, the reader of this message, are not the intended recipient, you are hereby notified that any dissemination, distribution, copying or forwarding of this transmittal is strictly prohibited If you have received this transmittal in error, please advise the sender immediately and destroy the accompanying transmittal Thank you From: Wayne.Wells @myClearwater.com [ mailto :Wayne.Wells @myClearwater.com] Sent: Tuesday, August 12, 2008 6:20 PM To: Marc Mariano Subject: Bella Terra advertisement Marc - This is how I presently have the request written. As you can see, there are some numbers to be filled in. I know there is some Office District in the northwest portion of the site. We may need to modify the lot width for (B) to only that zoned residential. See how this works for you. Don't know if you need to call to discuss: Flexible Development approval for the redevelopment of the overall 31.12 acre - property zoned Commercial (C) District, Office (0) District and proposed Medium High Density Residential (MHDR) District (companion rezoning 2/9/2009 bella terra advertisement Page 2 of 3 Case No REZ2008- 07007) to permit a total of 229 attached dwellings (Independent Living Units) (73 units existing to remain, 156 units proposed), a total of 40 nursing home beds (proposed) and a total of 170 beds of assisted living facility (94 beds existing to remain, 76 beds proposed); (A) In the Commercial (C) District with a lot area of 2.45 acres, a lot width of 200 feet along Gulf to Bay Boulevard (north) and 150 feet along Cross Blvd, a front (north) setback along Gulf to Bay Blvd of four feet (to existing sign), a front (east) setback along Cross Blvd of one -foot (to existing pavement), a front (north) setback along Cross Blvd of 10 feet (to proposed guardhouse), a side (east) setback of five feet (to existing pavement), a side (west) setback of two feet (to existing pavement), a side (north) setback of zero feet (to existing building and pavement) and a building height of xx feet (to roof deck of existing assisted living facility building), as a Comprehensive Infill Redevelopment Project in the Commercial (C) District, under the provisions of Section 2 -704 C; (B) A lot area of xx acres, a lot width along Sky Harbor Drive of 282 feet, a reduction to the front (west) setback along Sky Harbor Drive from 25 to 21 feet (to existing building), an increase to building height from 30 to 83 feet (to top of roof of proposed building) and a reduction to the required number of parking spaces from xx to 426 parking spaces, as a Residential Infill Project in the proposed Medium High Density Residential (MHDR) District, under the provisions of Section 2- 304.G; and (C) Reductions to perimeter buffers along Cross Blvd (east) from 10 feet to one -foot (to existing pavement), along the east side from seven to five feet (to existing pavement), along the west side from five to two feet (to existing pavement), along the north side from 10 feet to zero feet (to existing building and pavement) and at the southeast corner of the adjacent nursing home parcel from 10 feet to xx feet, as a Comprehensive Landscape Program under the provisions of Section 3- 1202.G. Wayne - - - -- Original Message---- - From: Marc Mariano [mailto:mmariano @tbegroup.com] Sent: Tuesday, August 12, 2008 5:10 PM To: Wells, Wayne Subject: bella terra advertisement Wayne, I will be calling you in the morning to go over how the advertisement needs to be written. Let me know if you have a preferred time. Thanks, Marc Marc A. Mariano, AICP, PP Project Manager TBE Group, Inc. 380 Park Place Blvd, Suite 300 Clearwater, FL 33759 Direct: (727) 431 -1605 Fax: (727) 431 -1777 Mobile: (727) 492 -6750 Ranked in the Top 200 of ENR's Top 500 Design Firms 2/9/2009 Cella terra advertisement Page 3 of 3 Visit us at wwwAbe rq oup com A Please consider the environment before printing this e-mail. nnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnAAAAAAAAAAAAAnnnnnnnnnnnn Please Note Unless otherwise indicated or obvious from its nature, the information in this transmittal is confidential and is intended solely for the use of the individual(s) named above If you, the reader of this message, are not the intended recipient, you are hereby notified that any dissemination, distribution, copying or forwarding of this transmittal is strictly prohibited If you have received this transmittal in error, please advise the sender immediately and destroy the accompanying transmittal Thank you 2/9/2009 ;.�3 . beHa terra advertisement Wells, Wayne From: Marc Mariano [mmariano @tbegroup.com] Sent: Wednesday, August 13, 2008 3:10 PM To: Wells, Wayne Subject: RE: Bella Terra advertisement Page 1 of 3 Wayne, here is the revised request. The lot width in the MHDR zone needed to be decreased to less out that roadway frontage in the O Zone. Also, the gazebo is gone which gives us 2 feet of clearance on the northerly property line between the existing cottage and HVAC concrete pad and no portion of the proposed guard house is in the front setback. Those are the only changes that didn't have "xxx" identifying needed numbers. Let me know what you think of this Marc Flexible Development approval for the redevelopment of the overall 31.12 acre - property zoned Commercial (C) District, Office (0) District and proposed Medium High Density Residential (MHDR) District (companion rezoning Case No. REZ2008- 07007) to permit a total of 229 attached dwellings (Independent Living Units) (73 units existing to remain; 156 units proposed), a total of 40 nursing home beds (proposed) and a total of 170 beds of assisted living facility (94 beds existing to remain, 76 beds proposed); (A) In the Commercial (C) District with a lot area of 2.45 acres, a lot width of 200 feet along Gulf to Bay Boulevard (north) and 150 feet along Cross Blvd, a front (north) setback along,Gulf to Bay Blvd of four feet (to existing sign), a front (east) setback along Cross Blvd of one -foot (to existing pavement), a front (north) setback along Cross Blvd of 25 feet (to proposed guardhouse), a side (east) setback of five feet (to existing pavement), a side (west) setback of two feet (to existing pavement), a side (north) setback of two feet (to existing building and pavement) and a building height of 81 feet (to roof deck of existing assisted living facility building), as a Comprehensive Infill Redevelopment Project in the Commercial (C) District, under the provisions of Section 2- 704.C; (B) A lot area of 28.33 acres, a lot width along Sky Harbor Drive of 110 feet, a reduction to the front (west) setback along Sky Harbor Drive from 25 to 21 feet (to existing building), an increase to building height from 30 to 82 feet (to top of roof of proposed building) and a reduction to the required number of parking spaces from 581 to 426 parking spaces, as a Residential Infill Project in the proposed Medium High Density Residential (MHDR) District, under the provisions of Section 2 -304 G, and (C) Reductions to perimeter buffers along Cross Blvd (east) from 10 feet to one -foot (to existing pavement), along the east side from seven to five feet (to existing pavement), along the west side from five to two feet (to existing pavement), along the north side from 10 feet to two feet (to existing building and pavement) and at the southeast corner of the adjacent nursing home parcel from 10 feet to 5 feet, as a Comprehensive Landscape Program under the provisions of Section 3- 1202.G. Marc A. Mariano, AICP, PP Project Manager TBE Group, Inc. 380 Park Place Blvd, Suite 300 Clearwater, FL 33759 Direct: (727) 431 -1605 Fax: (727) 431 -1777 Mobile: (727) 492 -6750 Ranked in the Top 200 of ENR's Top 500 Design Firms Visit us at www.tbegroup com A Please consider the environment before printing this e-mail. nnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnn 2/9/2009 be11a terra advertisement Page 2 of 3 Please Note Unless otherwise indicated or obvious from its nature, the information in this transmittal is confidential and is intended solely for the use of the individual (s) named above If you, the reader of this message, are not the intended recipient, you are hereby notified that any dissemination, distribution, copying or forwarding of this transmittal is strictly prohibited If you have received this transmittal in error, please advise the sender immediately and destroy the accompanying transmittal Thank you From: Wayne.Wells @myClearwater.com [ mailto :Wayne.Wells @myClearwater.com] Sent: Tuesday, August 12, 2008 6:20 PM To: Marc Mariano Subject: Bella Terra advertisement Marc - This is how I presently have the request written. As you can see, there are some numbers to be filled in. I know there Is some Office District in the northwest portion of the site. We may need to modify the lot width for (B) to only that zoned residential. See how this works for you. Don't know if you need to call to discuss: Flexible Development approval for the redevelopment of the overall 31.12 acre - property zoned Commercial (C) District, Office (0) District and proposed Medium High Density Residential (MHDR) District (companion rezoning Case No. REZ2008- 07007) to permit a total of 229 attached dwellings (Independent Living Units) (73 units existing to remain; 156 units proposed), a total of 40 nursing home beds (proposed) and a total of 170 beds of assisted living facility (94 beds existing to remain; 76 beds proposed); (A) In the Commercial (C) District with a lot area of 2 45 acres, a lot width of 200 feet along Gulf to Bay Boulevard (north) and 150 feet along Cross Blvd, a front (north) setback along Gulf to Bay Blvd of four feet (to existing sign), a front (east) setback along Cross Blvd of one -foot (to existing pavement), a front (north) setback along Cross Blvd of 10 feet (to proposed guardhouse), a side (east) setback of five feet (to existing pavement), a side (west) setback of two feet (to existing pavement), a side (north) setback of zero feet (to existing building and pavement) and a building height of xx feet (to roof deck of existing assisted living facility building), as a Comprehensive Infill Redevelopment Project in the Commercial (C) District, under the provisions of Section 2- 704.C; (B) A lot area of xx acres, a lot width along Sky Harbor Drive of 282 feet, a reduction to the front (west) setback along Sky Harbor Drive from 25 to 21 feet (to existing building), an increase to building height from 30 to 83 feet (to top of roof of proposed building) and a reduction to the required number of parking spaces from xx to 426 parking spaces, as a Residential Inflll Project in the proposed Medium High Density Residential (MHDR) District, under the provisions of Section 2- 304.G, and (C) Reductions to perimeter buffers along Cross Blvd (east) from 10 feet to one -foot (to existing pavement), along the east side from seven to five feet (to existing pavement), along the west side from five to two feet (to existing pavement), along the north side from 10 feet to zero feet (to existing building and pavement) and at the southeast corner of the adjacent nursing home parcel from 10 feet to xx feet, as a Comprehensive Landscape Program under the provisions of Section 3 -1202 G. Wayne - - - -- Original Message---- - From: Marc Mariano [mailto:mmariano @tbegroup.com] Sent: Tuesday, August 12, 2008 5:10 PM To: Wells, Wayne Subject: bella terra advertisement Wayne, I will be calling you in the morning to go over how the advertisement needs to be written. Let me know if you have a preferred time. Thanks, 2/9/2009 .,... be]Ja terra advertisement Page 3 of 3 Marc Marc A. Mariano, AICP, PP Project Manager TBE Group, Inc. 380 Park Place Blvd, Suite 300 Clearwater, FL 33759 Direct: (727) 431 -1605 Fax: (727) 431 -1777 Mobile: (727) 492 -6750 Ranked in the Top 200 of ENR's Top 500 Design Firms Visit us at www tbegroup.com A Please consider the environment before printing this e-mail. nnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnn Please Note Unless otherwise indicated or obvious from its nature, the information in this transmittal is confidential and is intended solely for the use,of the individual(s) named above If you, the reader of this message, are not the intended recipient, you are hereby notified that any dissemination, distribution, copying or forwarding of this transmittal is strictly prohibited If you have received this transmittal in error, please advise the sender immediately and destroy the accompanying transmittal Thank you 2/9/2009 r.li - - _J be11a terra advertisement Pagel of 2 Wells, Wayne From: Wells, Wayne Sent: Tuesday, August 12, 2008 6:20 PM To: 'Marc Mariano' Subject: Bella Terra advertisement Marc - This is how I presently have the request written. As you can see, there are some numbers to be filled in. I know there is some Office District in the northwest portion of the site. We may need to modify the lot width for (B) to only that zoned residential. See how this works for you. Don't know if you need to call to discuss: Flexible Development approval for the redevelopment of the overall 31.12 acre - property zoned Commercial (C) District, Office (0) District and proposed Medium High Density Residential (MHDR) District (companion rezoning Case No REZ2008- 07007) to permit a total of 229 attached dwellings (Independent Living Units) (73 units existing to remain; 156 units proposed), a total of 40 nursing home beds (proposed) and a total of 170 beds of assisted living facility (94 beds existing to remain; 76 beds proposed); (A) In the Commercial (C) District with a lot area of 2 45 acres, a lot width of 200 feet along Gulf to Bay Boulevard (north) and 150 feet along Cross Blvd, a front (north) setback along Gulf to Bay Blvd of four feet (to existing sign), a front (east) setback along Cross Blvd of one -foot (to existing pavement), a front (north) setback along Cross Blvd of 10 feet (to proposed guardhouse), a side (east) setback of five feet (to existing pavement), a side (west) setback of two feet (to existing pavement), a side (north) setback of zero feet (to existing building and pavement) and a building height of xx feet (to roof deck of existing assisted living facility budding), as a Comprehensive Infill Redevelopment Project in the Commercial (C) District, under the provisions of Section 2 -704 C; (B) A lot area of xx acres, a lot width along Sky Harbor Drive of 282 feet, a reduction to the front (west) setback along Sky Harbor Drive from 25 to 21 feet (to existing building), an increase to building height from 30 to 83 feet (to top of roof of proposed building) and a reduction to the required number of parking spaces from xx to 426 parking spaces, as a Residential Infill Project in the proposed Medium High Density Residential (MHDR) District, under the provisions of Section 2- 304.G; and (C) Reductions to perimeter buffers along Cross Blvd (east) from 10 feet to one -foot (to existing pavement), along the east side from seven to five feet (to existing pavement), along the west side from five to two feet (to existing pavement), along the north side from 10 feet to zero feet (to existing building and pavement) and at the southeast corner of the adjacent nursing home parcel from 10 feet to xx feet, as a Comprehensive Landscape Program under the provisions of Section 3- 1202.G. Wayne - - - -- Original Message---- - From: Marc Mariano [mailto:mmariano @tbegroup.com] Sent: Tuesday, August 12, 2008 5:10 PM To: Wells, Wayne Subject: bella terra advertisement Wayne, I will be calling you in the morning to go over how the advertisement needs to be written. Let me know if you have a preferred time. Thanks, Marc Marc A. Mariano, AICP, PP 8/12/2008 bella terra advertisement Page 2 of 2 Project Manager TBE Group, Inc. 380 Park Place Blvd, Suite 300 Clearwater, FL 33759 Direct: (727) 431 -1605 Fax: (727) 431 -1777 Mobile: (727) 492 -6750 Ranked in the Top 200 of ENR's Top 500 Design Firms Visit us at www.tbegroup_com A Please consider the environment before printing this e-mail. nnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnAAAAAAnnnnnnnnnnnnnnnnnnnnnnnnn Please Note Unless otherwise indicated or obvious from its nature, the information in this transmittal is confidential and is intended solely for the use of the individual(s) named above If you, the reader of this message, are not the intended recipient, you are hereby notified that any dissemination, distribution, copying or forwarding of this transmittal is strictly prohibited If you have received this transmittal in error, please advise the sender immediately and destroy the accompanying transmittal Thank you. 8/12/2008 Wells, Wayne From: Marc Mariano [mmariano @tbegroup.com] Sent: Tuesday, August 12, 2008 3:59 PM To: Rice, Scott; Fahey, Robert Cc: Wells, Wayne; Doherty, Steve; Bryan Zarlenga Subject: RE: FLD2008 -05012 - 2855 Gulf to Bay Gentlemen, How about allowing us to keep our wells as a redundant /back up system just incase we run into shortages in the future, like Dunedin and Pinellas County are experiencing. The Client is concerned that they are installing $500K of landscaping and they want to make sure it is always able to receive water. Let me know your thoughts. Thanks, Marc Marc A. Mariano, AICP, PP Project Manager TBE Group, Inc. 380 Park Place Blvd, Suite 300 Clearwater, FL 33759 Direct: (727) 431 -1605 Fax: (727) 431 -1777 Mobile: (727) 492 -6750 Ranked in the Top 200 of ENR's Top 500 Design Firms Visit us at www.tbegroup.com P Please consider the environment before printing this e -mail. Please Note: Unless otherwise indicated or obvious from its nature, the information in this transmittal is confidential and is intended solely for the use of the individual(s) named above. If you, the reader of this message, are not the intended recipient, you are hereby notified that any dissemination, distribution, copying or forwarding of this transmittal is strictly prohibited. If you have received this transmittal in error, please advise the sender immediately and destroy the accompanying transmittal. Thank you. - - - -- Original Message---- - From: Scott.Rice @myClearwater.com [ mailto :Scott.Rice @myClearwater.com] Sent: Monday, August 11, 2008 8:24 AM To: Marc Mariano Cc: Wayne.Wells @myClearwater.com; Steve.Doherty @myClearwater.com Subject: FLD2008 -05012 - 2855 Gulf to Bay Marc, Please see response below from Utilities Engineering regarding reclaimed water and irrigation for the subject site. D. Scott Rice, PE Assistant Engineering Director City of Clearwater (727) 562 -4781 1 ,,W - .i • - - - -- Original Message - - - -- • From: Fahey, Robert • Sent: Friday, August 08, 2008 5:21 PM • To: Rice, Scott • Cc: Doherty, Steve; Bennett, Nan; Wells, Jerry • Subject: RE: FLD2008 -05012 - 2855 Gulf to Bay > This is the proposed Bella Terra development that had lines installed as part of the Seville and Sunset RCW Project. The City has more than adequate supply with both the Northeast Plant and the East Plant currently able to supply reclaimed water to meet irrigation demands in this area of the City. We are currently at less than 50% of our capacity. Short answer is no - there are no supply problems within the City of Clearwater related to reclaimed water. > The City would prefer that the irrigation system utilize the reclaimed water made available to this parcel due to the environmental benefit and to be a community partner in line with the City's Integrated Water Management Strategy. > Let me know if you feel this does not adequately answer your questions. • Robert S. Fahey, P.E. • Utilities Engineering Manager • City of Clearwater • Engineering Department • P.O. Box 4748 • Clearwater, Florida 33756 • Phone: (727) 562 -4608 • Fax: (727) 562 -4755 • - - - -- Original Message - - - - -, • From: Rice, Scott • Sent: Friday, August 08, 2008 1:53 PM • To: Fahey, Robert • Cc: Doherty, Steve • Subject: FLD2008 -05012 - 2855 Gulf to Bay > Rob, > Some questions came up at the DRC Meeting yesterday regarding reclaimed water and the subject project. > 1. Does the City's reclaimed water system experience supply problems? > 2. Can this applicant design a redundant irrigation system utilizing reclaimed water and /or the wells that exist on the site? > D. Scott Rice, PE > Assistant Engineering Director > City of Clearwater > (727) 562 -4781 2 Wells, Wayne From: Marc Mariano [mmariano @tbegroup.com] Sent: Monday, August 11, 2008 8:31 AM To: Rice, Scott Cc: Wells, Wayne; Doherty, Steve; Bryan Zarlenga Subject: RE: FLD2008 -05012 - 2855 Gulf to Bay Thanks. Also, has a determination been made as to whether we can run our sewer pipes under the ponds in the 2 identified locations? Thanks, Marc Marc A. Mariano, AICP, PP Project Manager TBE Group, Inc. 380 Park Place Blvd, Suite 300 Clearwater, FL 33759 Direct: (727) 431 -1605 Fax: (727) 431 -1777 Mobile: (727) 492 -6750 Ranked in the Top 200 of ENR's Top 500 Design Firms Visit us at www.tbegroup.com P Please consider the environment before printing this e -mail. AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAA Please Note: Unless otherwise indicated or obvious from its nature, the information in this transmittal is confidential and is intended solely for the use of the individual(s) named above. If you, the reader of this message, are not the intended recipient, you are hereby notified that any dissemination, distribution, copying or forwarding of this transmittal is strictly prohibited. If you have received this transmittal in error, please advise the sender immediately and destroy the accompanying transmittal. Thank you. - - - -- Original Message---- - From: Scott. Rice @myClearwater.com [ mailto :Scott.Rice @myClearwater.com] Sent: Monday, August 11, 2008 8:24 AM To: Marc Mariano Cc: Wayne.Wells @myClearwater.com; Steve.Doherty @myClearwater.com Subject: FLD2008 -05012 - 2855 Gulf to Bay Marc, Please see response below from Utilities Engineering regarding reclaimed water and irrigation for the subject site. D. Scott Rice, PE Assistant Engineering Director City of Clearwater (72 7) 562 -478 1 > - - - -- Original Message - - - -- * From: Fahey, Robert 1 • Sent: Friday, August 0,, 2008 5:21 PM • To: Rice, Scott • Cc: Doherty, Steve; Bennett, Nan; Wells, Jerry • Subject: RE: FLD2008 -05012 - 2855 Gulf to Bay > This is the proposed Bella Terra development that had lines installed as part of the Seville and Sunset RCW Project. The City has more than adequate supply with both the Northeast Plant and the East Plant currently able to supply reclaimed water to meet irrigation demands in this area of the City. We are currently at less than 50% of our capacity. Short answer is no - there are no supply problems within the City of Clearwater related to reclaimed water. > The City would prefer that the irrigation system utilize the reclaimed water made available to this parcel due to the environmental benefit and to be a community partner in line with the City's Integrated Water Management Strategy. > Let me know if you feel this does not adequately answer your questions. • Robert S. Fahey, P.E. • Utilities Engineering Manager • City of Clearwater • Engineering Department • P.O. Box 4748 • Clearwater, Florida 33756 • Phone: (727) 562 -4608 • Fax: (727) 562 -4755 • - - - -- Original Message - - - -- • From: Rice, Scott • Sent: Friday, August 08, 2008 1:53 PM • To: Fahey, Robert • Cc: Doherty, Steve • Subject: FLD2008 -05012 - 2855 Gulf to Bay > Rob, > Some questions came up at the DRC Meeting yesterday regarding reclaimed water and the subject project. > 1. Does the City's reclaimed water system experience supply problems? > 2. Can this applicant design a redundant irrigation system utilizing reclaimed water and /or the wells that exist on the site? > D. Scott Rice, PE > Assistant Engineering Director > City of Clearwater > (727) 562 -4781 2 Wells, Wayne From: Marc Mariano [mmariano @tbegroup.com] Sent: Monday, August 11, 2008 10:17 AM To: Rice, Scott; Doherty, Steve; Fahey, Robert Cc: Wells, Wayne; Bryan Zarlenga Subject: RE: FLD2008 -05012 - 2855 Gulf to Bay Are you guys available to meet this afternoon - around 3 -330pm - to talk about the sewer and water /fire line design? Let me know and I will set up a meeting with Bryan. Thanks, Marc Marc A. Mariano, AICP, PP Project Manager TBE Group, Inc. 380 Park Place Blvd, Suite 300 Clearwater, FL 33759 Direct: (727) 431 -1605 Fax: (727) 431 -1777 Mobile: (727) 492 -6750 Ranked in the Top 200 of ENR's Top 500 Design Firms Visit us at www.tbegroup.com P Please consider the environment before printing this e -mail. Please Note: Unless otherwise indicated or obvious from its nature, the information in this transmittal is confidential and is intended solely for the use of the individual(s) named above. If you, the reader of this message, are not the intended recipient, you are hereby notified that any dissemination, distribution, copying or forwarding of this transmittal is strictly prohibited. If you have received this transmittal in error, please advise the sender immediately and destroy the accompanying transmittal. Thank you. - - - -- Original Message---- - From: Scott.Rice @myClearwater.com [ mailto :Scott.Rice @myClearwater.com] Sent: Monday, August 11, 2008 8:24 AM To: Marc Mariano Cc: Wayne.Wells @myClearwater.com; Steve.Doherty @myClearwater.com Subject: FLD2008 -05012 - 2855 Gulf to Bay Marc, Please see response below from Utilities Engineering regarding reclaimed water and irrigation for the subject site. D. Scott Rice, PE Assistant Engineering Director City of Clearwater (727) 562 -4 781 > - - - -- Original Message - - - -- * From: Fahey, Robert > Sent: Friday, August 08, 2008 5:21 PM 1 II 1k • To: Rice, Scott • Cc: Doherty, Steve; Bennett, Nan; Wells, Jerry • Subject: RE: FLD2008 -05012 - 2855 Gulf to Bay > This is the proposed Bella Terra development that had lines installed as part of the Seville and Sunset RCW Project. The City has more than adequate supply with both the Northeast Plant and the East Plant currently able to supply reclaimed water to meet irrigation demands in this area of the City. We are currently at less than 50% of our capacity. Short answer is no - there are no supply problems within the City of Clearwater related to reclaimed water. > The City would prefer that the irrigation system utilize the reclaimed water made available to this parcel due to the environmental benefit and to be a community partner in line with the City's Integrated Water Management Strategy. > Let me know if you feel this does not adequately answer your questions. • Robert S. Fahey, P.E. • Utilities Engineering Manager • City of Clearwater • Engineering Department • P.O. Box 4748 • Clearwater, Florida 33756 • Phone: (727) 562 -4608 • Fax: (727) 562 -4755 • - - - -- Original Message - - - -- • From: Rice, Scott • Sent: Friday, August 08, 2008 1:53 PM • To: Fahey, Robert • Cc: Doherty, Steve • Subject: FLD2008 -05012 - 2855 Gulf to Bay > Rob, > Some questions came up at the DRC Meeting yesterday regarding reclaimed water and the subject project. > 1. Does the City's reclaimed water system experience supply problems? > 2. Can this applicant design a redundant irrigation system utilizing reclaimed water and /or the wells that exist on the site? > D. Scott Rice, PE > Assistant Engineering Director > City of Clearwater > (727) 562 -4781 2 Wells, Wayne From: Rice, Scott Sent: Monday, August 11, 2008 8:24 AM To: 'Marc Mariano' Cc: Wells, Wayne; Doherty, Steve Subject: FLD2008 -05012 - 2855 Gulf to Bay Marc, Please see response below from Utilities Engineering regarding reclaimed water and irrigation for the subject site D. Scott Rice, PE Assistant Engineering Director City of Clearwater (727) 562 -4781 - - - -- Original Message---- - From: Fahey, Robert Sent: Friday, August 08, 2008 5:21 PM To: Rice, Scott Cc: Doherty, Steve; Bennett, Nan; Wells, Jerry Subject: RE: FLD2008 -05012 - 2855 Gulf to Bay This is the proposed Bella Terra development that had lines installed as part of the Seville and Sunset RCW Project. The City has more than adequate supply with both the Northeast Plant and the East Plant currently able to supply reclaimed water to meet irrigation demands in this area of the City. We are currently at less than 50% of our capacity. Short answer is no - there are no supply problems within the City of Clearwater related to reclaimed water. The City would prefer that the irrigation system utilize the reclaimed water made available to this parcel due to the environmental benefit and to be a community partner in line with the City's Integrated Water Management Strategy Let me know if you feel this does not adequately answer your questions. Robert S. Fahey, P.E. Utilities Engineering Manager City of Clearwater Engineering Department P O Box 4748 Clearwater, Flonda 33756 Phone (727) 562.4608 Fax (727) 5624755 - - - -- Original Message---- - From: Rice, Scott Sent: Friday, August 08, 2008 1:53 PM To: Fahey, Robert Cc: Doherty, Steve Subject: FLD2008 -05012 - 2855 Gulf to Bay Rob, Some questions came up at the DRC Meeting yesterday regarding reclaimed water and the subject project. 1. Does the City's reclaimed water system experience supply problems? 2. Can this applicant design a redundant irrigation system utilizing reclaimed water and /or the wells that exist on the site? D. Scott Rice, PE Assistant Engineering Director City of Clearwater (727) 562 -4781 gella terra project description Page 1 of 3 Wells, Wayne From: Wells, Wayne Sent: Friday, August 08, 2008 3:37 PM To: Reynolds, Mike Subject: Bella Terra project description FYI - - - -- Original Message ----- From: Marc Mariano [mailto:mmariano @tbegroup.com] Sent: Friday, August 08, 2008 2:57 PM To: Wells, Wayne Cc: Rice, Scott Subject: bella terra project description Wayne, Could you please forward this email to Mike Reynolds; I don't have his address. He requested a description of the FLD project during the rezoning meeting this past week and I wanted him to have it when he returned to the office. Thanks Marc The Applicant is proposing to redevelop property located on the south side of Gulf to Bay Boulevard (S.R. 60) approximately 3,000 feet east of U.S. Highway 19 North at the southwest corner of Gulf to Bay and Cross Boulevard. The property is located in Section 17, Township 29 South, Range 16 East and consists of approximately 31.12 acres. The subject site is located within the City of Clearwater, an incorporated municipality within Pinellas County, with frontage on Gulf to Bay Boulevard, Cross Boulevard and Sky Harbor Drive. The surrounding properties consist of a single - family residential use to the east, a variety of non - residential uses including, retail, office and restaurant to the north, a mobile home park, a nursing home (HarbourWood Health and Rehab Center) and a fire station to the west, with Clearwater Mall located farther to the west. The site also contains frontage along the Tampa Bay to the south. Existing Conditions Currently, the subject site is developed with an 8 -story building containing a 94 -bed Assisted Living Facility (ALF) located at the northeast corner of the site (2.45 acres) and 55 one -story garden residences containing 229 one- and two - bedroom Independent Living units for senior housing (defined as attached dwellings by the City Code) with ancillary maintenance and community buildings spread throughout the bulk of the property to the south (28.67 acres). As mentioned above, the entire site consists of 31.12 acres and contains a total of 323 living units (229 Independent Living Units and 94 Assisted Living Beds) devoted to a senior population. The following provides an overview of existing conditions. Existing Conditions Total Assisted Living Beds 94 :. 11: Della terra project description Independent Living Units 229 Existing Total 323 Page 2 of 3 The site is accessed via two (2), two -way driveways with one (1) located at the northeast corner of the site (Cross Boulevard) that provides access to Gulf to Bay Boulevard and a second driveway at the northwest corner of the site that provides access to Sky Harbor Drive. The bulk of the property is accessed via a private, circular driveway that runs generally along the perimeter of the site and stems from Cross Boulevard. A second driveway, Loving Lane, bifurcates the property providing access to units located within the interior of the site. The subject site currently contains a total of 307 parking spaces throughout the campus that serve the total 323 senior living units. The aerial map below provides a graphic representation of the existing site conditions. The subject site shares its driveway access from Sky Harbor Drive with the adjacent HarbourWood Health and Rehab Center through a Non - Exclusive Cross Access Easement and Maintenance Agreement (See Appendix 1 for a copy of this easement). As a result of the proposed redevelopment the terms of this access easement will not be altered. Proposed Conditions The proposed infill redevelopment project includes one (1) new primary building approximately 83 feet in height and 368,000 square feet in total floor area that will be centrally located on the site and contain 40 nursing home beds, 76 assisted living beds, 64 one - bedroom and 74 two - bedroom independent living units (138 attached senior housing units), full dining and kitchen facilities, a day spa, work out center and community rooms. Additionally, nine (9) new duplex cottages (totaling 45,735 square feet) will offer 18, two - bedroom independent living units, or attached senior housing units, outside of the primary building and located along the southerly and easterly portions of the site. The new building and site improvements are intended to be located on approximately 60% of the site and will allow 16 of the existing garden residences, containing 73 one- and two- bedroom independent living units, as well as the 8 -story 94 bed assisted living facility to remain. The following table provides an overview of proposed units and units to remain. Proposed Development Total Assisted Living Beds (existing beds to remain) 94 Independent Living Units - 1 and 2 Bedrooms (existing units to remain) 73 Assisted Living Beds (new beds) 76 Nursing Home Beds (new beds) 40 Independent Living - 1 and 2 Bedrooms (new units) 156 Proposed Total 439 The proposed development includes a total of 426 parking spaces to support all of the end -users of the site, existing to remain and new units. As part of the proposed redevelopment project, access into and out the site and primary driveways through the site will not be altered. However, a manned gate house is proposed in the vicinity of the Gulf -to -Bay Boulevard entrance and a mechanical gate is proposed in the vicinity of the Sky Harbor Drive entrance. Marc A. Mariano, AICP, PP Project Manager TBE Group, Inc. .. 11. Bella terra project description 380 Park Place Blvd, Suite 300 Clearwater, FL 33759 Direct: (727) 431 -1605 Fax: (727) 431 -1777 Mobile: (727) 492 -6750 Ranked in the Top 200 of ENR's Top 500 Design Firms Visit us at www.tbet,,roup.com , Please consider the environment before printing this e-mail. AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAA Page 3 of 3 Please Note: Unless otherwise indicated or obvious from its nature, the information in this transmittal is confidential and is intended solely for the use of the individual(s) named above. If you, the reader of this message, are not the intended recipient, you are hereby notified that any dissemination, distribution, copying or forwarding of this transmittal is strictly prohibited. If you have received this transmittal in error, please advise the sender immediately and destroy the accompanying transmittal. Thank you. HEW= Y August 6, 2008 Mr. Matthew Anderson, Inspector City of Clearwater Municipal Services Building 100 S Myrtle Ave Clearwater, FL 33758 RE: 2855 Gulf to Bay Blvd 19 Dear Mr. Anderson, Thank you for your Courtesy Notice of 7/30/08. A copy is attached for your convenience. This property is currently in process of site plan approval for major redevelopment of the campus with the City of Clearwater. Pending regulatory approvals and building permit, the project is scheduled to commence November 2009. Please accept this information and letter as satisfaction of violation correction by the 9/1/08 deadline. Kind ards, Sharon Breitinger, Director Design & Construction Services Copies: Judy Cunningham Marc Mariano P 0 Box 749, Gainesville, FL 32602 -0749 AvMed Health Plans Haven Hospice The Village Bayview Gardens A Family of Not - For - Profit Tel- 352 - 372 -8400 1 Companies CITY OF CLEARWATER MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE POST OFFICE BOX 4748, CLEARWATER, FLORIDA 33758 -4748 Telephone (727) 562 -4720 Fax (727) 562 -4735 Courtesy Notice Planning Department BVG ACQUISITION INC DBA BAYVIEW GARDENS 2855 GULF TO BAY BLVD CLEARWATER, FL 33759 RE 2855 GULF TO BAY BLVD 19 Dear Property Owner. CDC2008 -02198 The City of Clearwater Planning Department has done an inspection at the above address and has round the property is in violation of the following City code Section of City Code violated- 3 -1204 L Facts behind violation —DEAD, DECLINING, MISSING AND DISEASED PLANT MATERIAL ** shall be replaced with healthy material of similar type in keeping with the landscaping requirements at the time of original planting and in accordance with the approved landscape plan Specifically, To be in Compliance with Section 3 -1204 Part L you must replace missing Aztec Grass and Asiatic Jasmine in landscaping bed along Gulf to Bay Blvd. Replace missing Viburnum hedge along parking lot between tower and Gulf to Bay. Replace missing and dead Viburnum in hedge along the West perimeter of property. Replace 9 missing palms around Flag pole and one live oak at the first parking lot entrance off Brown Blvd unless a tree permit can be produced. I Iloked for a permit on those 10 trees and (lid not find one. Mulch any and all Landscaping beds according to Section 3 -1204 Part R No further action is required on your part if the violation is corrected by September 01, 2008 Our goal is to achieve voluntary compliance through education, communication and cooperation We would appreciate your assistance in achieving this goal If you have any questions concerning this matter or if you need any additional information, please do not hesitate to contact the City of Clearwater Planning Department. 1 J1 % Inspector Sig DATE MAILED- 7/30/2008 INSPECTOR Matthew Andeison INSPECTOR TELEPHONE* 562- 4567xt2504 r \Forms \CLVVCourtesyL trCDC i pt Wells, Wayne From: Wells, Wayne Sent: Wednesday, August 06, 2008 2:18 PM To: Marc Mariano (E -mail) Subject: FLD2008- 05012, 2855 Gulf to Bay Boulevard Marc - Again, finally, attached are the Draft DRC Comments for the above referenced project, to be heard by the DRC at 1:00 pm on Thursday, August 7, 2008, in our offices. Things have been a little crazy around, here. Wayne M. Wells, A/CP Planner III City of Clearwater 100 South Myrtle Avenue Clearwater, FL 33756 -5520 Phone: 727 - 562 -4504 Fax: 727 - 562 -4865 draft 8 7.08 c action agenda Page 1 of/3 Wells, Wayne From: Marc Mariano [mmariano @tbegroup.com] Sent: Monday, August 04, 2008 9:35 AM To: Wells, Wayne Subject: RE: Landscaping Violation - 2855 Gulf to Bay Boulevard Thank you sir. Reading the written description on the letter it appears to describe areas that are being improved. We can discuss it further at DRC. Thanks, Marc Marc A. Mariano, AICP, PP Project Manager TBE Group, Inc. 380 Park Place Blvd, Suite 300 Clearwater, FL 33759 Direct: (727) 431 -1605 Fax. (727) 431 -1777 Mobile: (727) 492 -6750 Ranked in the Top 200 of ENR's Top 500 Design Firms Visit us at www.tbegroup com Please consider the environment before printing this e-mail. nnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnn Please Note Unless otherwise indicated or obvious from its nature, the information in this transmittal is confidential and is intended solely for the use of the individual(s) named above If you, the reader of this message, are not the intended recipient, you are hereby notified that any dissemination, distribution, copying or forwarding of this transmittal is strictly prohibited If you have received this transmittal in error, please advise the sender immediately and destroy the accompanying transmittal Thank you From: Wayne.Wells @myClearwater.com [ mailto :Wayne.Wells @myClearwater.com] Sent: Monday, August 04, 2008 9:28 AM To: Marc Mariano Cc: Rick.Albee @myClearwater.com; Scott.Sullivan @myClearwater.com Subject: Landscaping Violation - 2855 Gulf to Bay Boulevard 8/4/2008 Page 2 of/ 3 Marc - We have an intern doing landscape re- inspections. We try to do this every three years. He is doing Gulf to Bay Boulevard first. We sent a courtesy letter informing of the missing landscaping. We need to see how to incorporate the missing landscaping, unless those areas where the landscaping is missing is being modified, into the plans. By this email I am including Scott Sullivan and Rick Albee so that we can work with you with the site redevelopment plans already submitted. Wayne - - - -- Original Message---- - From: Marc Mariano [mailto:mmariano @tbegroup.com] Sent: Monday, August 04, 2008 8:24 AM To: Wells, Wayne Subject: FW: Landscaping Violation Wayne, Can you let the inspector know that we are in for site plan approval and these areas will be upgraded as a result of the application. Do you know how this Inspection request came about? Thanks, Marc Marc A. Mariano, AICP, PP Project Manager TBE Group, Inc. 380 Park Place Blvd, Suite 300 Clearwater, FL 33759 Direct: (727) 431 -1605 Fax- (727) 431 -1777 Mobile: (727) 492 -6750 Ranked in the Top 200 of ENR's Top 500 Design Firms Visit us at www.tbegroup com IIIA Please consider the environment before printing this e-mail. nnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnn Please Note Unless otherwise indicated or obvious from its nature, the information in this transmittal is confidential and is intended solely for the use of the individual(s) named above If you, the reader of this message, are not the intended recipient, you are hereby notified that any dissemination, distribution, copying or forwarding of this transmittal is strictly prohibited If you have received this transmittal in error, please advise the sender immediately and destroy the accompanying transmittal Thank you 8/4/2008 Page 3 ofY3 From: Sharon Breitinger [ma ilto: Sharon. Breitinger@avmed.org] Sent: Friday, August 01, 2008 4:55 PM To: Marc Mariano Cc: Judy Cunningham Subject: Fwd: Landscaping Violation Hi Marc, Guess they are not aware of project. Can they verify it is on BVG property vs. the Harborwoods property? If it is ours, can we get them to waive this deadline since the project will be improving the property anyway? Thanks, Sharon >>> On 8/1/2008 at 4:05 PM, "Judy Cunningham" < Judy. Cunningham @bayviewgardensonline.com> wrote: Hi Sharon - Can we please discuss this on Tuesday? Just received this in the afternoon mail Judy A. Cunningham RHP Executive Director P (727) 797 -7400 x 1900 F (727) 797 -3206 - - - -- Original Message---- - From: Judy [mailto:judy.cunningham @bayviewgardensonline.com] Sent: Friday, August 01, 2008 3:42 PM To: Judy Cunningham Subject: This E -mail was sent from "RNP9A930F" (DSc435). Scan Date: 08.01.2008 15:41:39 ( -0400) This email has been scanned by the Messagel-abs Email Security System. * ** IMPORTANT: Do not open attachments from unrecognized senders * ** The information contained in this transmission is intended only for the use of the individual or entity to which it is addressed, and may contain information that is privileged, confidential, and exempt from disclosure under applicable law. If the reader of this message is not the intended recipient, you are hereby notified that you should not read beyond the directions on its return and that any dissemination, distribution, or copy of this communication is strictly prohibited. If you have received this communication in error, please notify us immediately by telephone, and return the original message to us at the address below via the U.S. Postal Service. 8/4/2008 CITY OF CLEARWATER PLANNING AND DEVELOPMENT SERVICES MUNICIPAL SERVICES BUILDING ° 100 SOUTH MYRTLE AVE. CLEARWATER, FLORIDA 33756 PHONE (727) 562 -4567 FAX (727) 562 -4576 www.myclearwater.com/epermits CASE SUMMARY CDC2008 -02198 2855 GULF TO BAY BLVD 19 BAYVIEW GARDENS Non - Compliant Landscaping Code Section 3 -1204 PEOPLE Role: Owner /Property BVG ACQUISITION INC PHONE: No Phone DBA BAYVIEW GARDENS FAX: No Fax 2855 GULF TO BAY BLVD CLEARWATER, FL 33759 CONDITIONS 3- 1204.L. Not Met "'DEAD, DECLINING, MISSING AND DISEASED PLANT MATERIAL"* shall be replaced with healthy material of similar type in keeping with the landscaping requirements at the time of original planting and in accordance with the approved landscape plan. Done ACTIVITIES Date 1 Date 2 Date 3 Disp By Complaint Received Inspection Inspection Courtesy Letter 7/30/2008 M A 7/30/2008 7/31/2008 7/30/2008 9/1/2008 7/30/2008 9/1/2008 FAIL M_A r. \Forms \InfoSummary rpt "fla, 0" ,41 Planning Department CITY OF CLEARWATER MUNICIPAL SERVICES BUlLDlNG,'100,,SOUTH,MYRTLE AVENUE POST OFFICE BOX 4748, C'L`EARW_ - ATER, FLORIDA,3 T58 -4748 Te lephon e (727)'562-4i2,6 Fax,(i27)�562-4735 BVO'ACQUISITION-INC DBA BAYVIEW GARDENS 2855 GULF TO RAY,BLVD CLEARWATER, FL 33759 RE: 2im,GOLF TOIBAY,;81LVD 19 Dear 0_ropqrtyOwner*, Courtesy Ndtiq6, 'CDC-26084 198- The City ) d,,,jjps found y of Clearwater Planning, R�partmenf has done an inspection at the-.! ove,,q�qdress an the propprty,is -1 in violation of 'the" following City I ty I code. e: ,gebtioh 0fCity Code violated: 3;1204 -.L. 3-1204 .1 . -Facts behind violation: '*bt��O, DECLINING, M, ISSIN I G AN , D DISEASED �PLANTJMATL�AL**'sha , be replaced,wit h',heblthy,riatEria(�6f,siinil'ar type in k eepjn�'wittl I the, 16ndsbaoog,teodirbrhents;at the time o f original planting and in accordance-with the approved 16ndscap,e plan.-, Specifically, To be in Compliance with,S6ction 3-1264 Par(;— ,yowmust rep I lace missing Aztec Grass and Asiatic Jasmine in landscaping bed 'a-lbrig. GuIVto,,,Bay ql,vd. Replace missing Viburnum hedge,,al6ng'paikifig lot'between tower and Gulfto,.Bay. Replace missing and 'dead Mburnum-ifi,fiedge a'l'bn,d'the West,0erimet6r,of property. Replace 9 missing palms around'Flag pole and one live�oak•at the first.06rkirib I 0-t entrance off Be6wh BI , )id unless a,tree permit can be, produced. 1-11oked for,a, permit on those I - O.trees,and did not find one. Mulch any and all Landscaping beds according, to Section,34, 204 Part B. ,61, 2068 No further action is reqqired'on,your part ifthe-viol6tipn is corrected by September out goal is to achieye voluntary-comOliance'-theough educatio'n, communication and cooperation,-- We wdI u, ld apprec' iate your assistance 'in-ach' i6in'g this,,gpal .,,If ylquyh ave any, questions concvn, ing-i, j 's matte r , gr i f-you need-anyadditibnai information; Olease do,not-hesitate jo,co tat; ePity of'Cleawate r Planning Department. j _, I Inspector DATE MAILED: 7/80/2008 INSPECTOR: MaitthewAndersoh, INSPECTOR TELEPHONE,* 562-4567-xt2504 rAForms\(jLWCourtesyLtrCDC rpt R,ella Terra resubmittal package Page 1 of 2 Wells, Wayne From: Wells, Wayne Sent: Sunday, July 13, 2008 5:02 PM To: 'Marc Mariano' Subject: Bella Terra resubmittal package Marc - For my original package that will be for my files, please resubmit the floor plans for the main building (prior submittal was only six sheets), as well as the plans for the cottages. For all packages (including the original package), submit reduced copies of the floor plans (8.5" x 11 ") rather than large plans. That way the Board will at least have something showing them the internal layout that may relate to your written material and my staff report. Thanks. I , Wayne - - - -- Original Message---- - From: Marc Mariano [mailto:mmariano @tbegroup.com] Sent: Monday, July 07, 2008 2:01 PM To: Wells, Wayne Cc: Alex Puerto; Dan Hammons Subject: Bella Terra resubmittal package Wayne, We are pulling together our resubmittal package for Bella Terra and I need to know if you again want floor plans for the main building, as we already provided them to you the last time and they are 12 sheets. We are absolutely including floor plan sheets for the cottages, as requested during DRC, but do we need to include floor plans for the main building again? Let me know. Thanks, Marc Marc A. Mariano, AICP, PP Project Manager TBE Group, Inc. 380 Park Place Blvd, Suite 300 Clearwater, FL 33759 Direct: (727) 431 -1605 Fax: (727) 431 -1777 7/13/2008 Bella Terra resubmittal package Mobile: (727) 492 -6750 Ranked in the Top 200 of ENR's Top 500 Design Firms Visit us at www_tbegroup_com A Please consider the environment before printing this e-mail. nnnnnnnnnnnnnnnnnnAAAAAAnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnn Page 2 of 2 Please Note Unless otherwise indicated or obvious from its nature, the information in this transmittal is confidential and is intended solely for the use of the individual(s) named above If you, the reader of this message, are not the intended recipient, you are hereby notified that any dissemination, distribution, copying or forwarding of this transmittal is strictly prohibited If you have received this transmittal in error, please advise the sender immediately and destroy the accompanying transmittal Thank you 7/13/2008 Wells, Wayne From: Wells, Wayne Sent: Friday, June 27, 2008 3:00 PM To: 'Marc Mariano' Cc: Patni, Himanshu; Rice, Scott Subject: RE: FLD2008- 05012, 2855 Gulf to Bay Blvd. Marc - This is to confirm the date and time (noon on July 14th) specified below. Wayne - - - -- Original Message---- - From: Marc Mariano [mailto:mmariano @tbegroup.com] Sent: Friday, June 27, 2008 1:46 PM To: Wells, Wayne Cc: Patni, Himanshu; Rice, Scott Subject: RE: FLD2008- 05012, 2855 Gulf to Bay Blvd. Wayne, Regarding the below email, please confirm that our resubmission deadline is July 14 at noon. Thanks, Marc - - - -- Original Message---- - From: "Wayne.Wells @myClearwater.com" <Wayne.Wells @myClearwater.com> Subj: FLD2008- 05012, 2855 Gulf to Bay Blvd. Date: Fri Jun 6, 2008 9:53 am Size: 586 bytes To: "mmariano @tbegroup.com" <mmariano @tbegroup.com> Marc - Regarding the resubmittal of the above referenced project, since this is viewed as responding to comments and not a completeness review, a revised application package addressing the DRC comments should be submitted no later than noon on June 11, 2008, for review by the DRC on July 3, 2008 (August 19, 2008, CDB meeting), or noon on July 14, 2008, for review by the DRC on August 7, 2008 (September 16, 2008, CDB meeting). Wayne M. Wells, AICP Planner III City of Clearwater 100 South Myrtle_ Avenue Clearwater, FL 33756 -5520 Phone: 727 - 562 -4504 Fax: 727 - 562 -4865 1 Wells, Wayne From: Wells, Wayne Sent: Monday, June 16, 2008 3:01 PM To: 'Marc Mariano' Cc: Patni, Himanshu; Rice, Scott Subject: RE: FLD2008- 05012, 2855 Gulf to Bay Blvd. Marc - I am okay with the study. Wayne - - - -- Original Message---- - From: Marc Mariano [mailto:mmariano @tbegroup.com] Sent: Monday, June 16, 2008 2:51 PM To: Wells, Wayne Cc: Patni, Himanshu; Rice, Scott Subject: RE: FLD2008- 05012, 2855 Gulf to Bay Blvd. Wayne, FYI - I spoke with Himanshu today regarding the parking sufficiency study and provided an explanation of how the study was conducted and the resources used. He indicated that he would speak to Paul Bertels and go through the explanation, but that if you and Paul are OK with the study parameters then he was OK. Thanks, Marc Marc A. Mariano, AICP, PP Project Manager TBE Group, Inc. 380 Park Place Blvd, Suite 300 Clearwater, FL 33759 Direct: (727) 431 -1605 Fax: (727) 431 -1777 Mobile: (727) 492 -6750 Ranked in the Top 200 of ENR,'s Top 500 Design Firms Visit us at www.tbegroup.coin P Please consider the environment before printing this e -mail. Please Note: Unless otherwise indicated or obvious from its nature, the information in this transmittal is confidential and is intended solely for the use of the individual(s) named above. If you, the reader of this message, are not the intended recipient, you are hereby notified that any dissemination, distribution, copying or forwarding of this transmittal is strictly prohibited. If you have received this transmittal in error, please advise the sender immediately and destroy the accompanying transmittal. Thank you. - - - -- Original Message---- - From: Wayne. Wells @myClearwater.com [ mailto :Wayne.Wells @myClearwater.com] Sent: Friday, June 06, 2008 3:22 PM To: Marc Mariano 1 Cc: Sherry.Watkins @myClearwa. _.com Subject: FLD2008- 05012, 2855 Gulf to Bay Blvd. Marc - Your first submission was distributed to the DRC members for their review, with their comments and discussion at yesterday's DRC meeting. You do not need to resubmit those items that are not changing due to comments (maybe such as the Engineering Report). Please submit one original set of revised documents and 11 copies. We would appreciate a response to comments also. Wayne - - - -- Original Message---- - From: Marc Mariano [mailto:mmariano @tbegroup.com] Sent: Friday, June 06, 2008 11:18 AM To: Wells, Wayne Subject: Re: FLD2008- 05012, 2855 Gulf to Bay Blvd. does that mean the full revised application and site plan package and 11 copies, or just our responses to all comments? Let me know thanks Marc Sent with Palm Treo device. - - - -- Original Message - - - -- From: "Wayne.Wells @myClearwater.com" <Wayne.Wells @myClearwater.com> Subj: FLD2008- 05012, 2855 Gulf to Bay Blvd. Date: Fri Jun 6, 2008 9:53 am Size: 586 bytes To: "mmariano @tbegroup.com" <mmariano @tbegroup.com> Marc - Regarding the resubmittal of the above referenced project, since this is viewed as responding to comments and not a completeness review, a revised application package addressing the DRC comments should be submitted no later than noon on June 11, 2008, for review by the DRC on July 3, 2008 (August 19, 2008, CDB meeting), or noon on July 14, 2008, for review by the DRC on August 7, 2008 (September 16, 2008, CDB meeting). Wayne M. Wells, AICP Planner III City of Clearwater 100 South Myrtle Avenue Clearwater, FL 33756 -5520 Phone: 727 - 562 -4504 Fax: 727 - 562 -4865 2 i Wells, Wayne From: Marc Mariano [mmariano @tbegroup.com] Sent: Monday, June 16, 2008 3:01 PM To: Patni, Himanshu; Wells, Wayne Cc: Rice, Scott; Elbo, Bennett Subject: RE: FLD2008- 05012, 2855 Gulf to Bay Blvd. No, absolutely not. The 30 -40 additional spaces above that identified as our calculated need will keep all cars off internal private and /or external public streets and ensures that visitors, employees and residents have sufficient parking. Also, our campus will be gated, so regardless of the situation, no one will be parking outside of our project limits. Thanks, Marc Marc A. Mariano, AICP, PP Project Manager TBE Group, Inc. 380 Park Place Blvd, Suite 300 Clearwater, FL 33759 Direct: (727) 431 -1605 Fax: (727) 431 -1777 Mobile: (727) 492 -6750 Ranked in the Top 200 of ENR's Top 500 Design Firms Visit us at www.tbegroup.com P Please consider the environment before printing this e -mail. Please Note: Unless otherwise indicated or obvious from its nature, the information in this transmittal is confidential and is intended solely for the use of the individual(s) named above. If you, the reader of this message, are not the intended recipient, you are hereby notified that any dissemination, distribution, copying or forwarding of this transmittal is strictly prohibited. If you have received this transmittal in error, please advise the sender immediately and destroy the accompanying transmittal. Thank you. - - - -- Original Message---- - From: Himanshu.Patni @MyClearwater.com [mailto: Himanshu .Patni @MyClearwater.com] V Sent: Monday, June 16, 2008 2:57 PM To: Marc Mariano; Wayne.Wells @myClearwater.com Cc: Scott.Rice @myClearwater.com; Bennett.Elbo @myClearwater.com Subject: RE: FLD2008- 05012, 2855 Gulf to Bay Blvd. I've spoken with Paul on this issue and we are okay with accepting the study. Correct me if I am wrong but would any overflow parking end up with cars parked on the private streets within the development? We wouldn't want them parking on Sky Harbor. Thanks Himanshu 1 I - - - -- Original Message---- - From: Marc Mariano [mailto:mmariano @tbegroup.com] Sent: Monday, June 16, 2008 2:51 PM To: Wells, Wayne Cc: Patni, Himanshu; Rice, Scott Subject: RE: FLD2008- 05012, 2855 Gulf to Bay Blvd. Wayne, FYI - I spoke with Himanshu today regarding the parking sufficiency study and provided an explanation of how the study was conducted and the resources used. He indicated that he would speak to Paul Bertels and go through the explanation, but that if you and Paul are OK with the study parameters then he was OK. Thanks, Marc Marc A. Mariano, AICP, PP Project Manager TBE Group, Inc. 380 Park Place Blvd, Suite 300 Clearwater, FL 33759 Direct: (727) 431 -1605 Fax: (727) 431 -1777 Mobile: (727) 492 -6750 Ranked in the Top 200 of ENR's Top 500 Design Firms Visit us at www.tbegroup.com P Please consider the environment before printing this e -mail. Please Note: Unless otherwise indicated or obvious from its nature, the information in this transmittal is confidential and is intended solely for the use of the individual(s) named above. If you, the reader of this message, are not the intended recipient, you are hereby notified that any dissemination, distribution, copying or forwarding of this transmittal is strictly prohibited. If you have received this transmittal in error, please advise the sender immediately and destroy the accompanying transmittal. Thank you. - - - -- Original Message---- - From: Wayne. Wells @myClearwater.com [ mailto :Wayne.Wells @my.Clearwater.com] Sent: Friday, June 06, 2008 3:22 PM To: Marc Mariano Cc: Sherry.Watkins @myClearwater.com Subject: FLD2008- 05012, 2855 Gulf to Bay Blvd. Marc - Your first submission was distributed to the DRC members for their review, with their comments and discussion at yesterday's DRC meeting. You do not need to resubmit those items that are not changing due to comments (maybe such as the Engineering Report). Please submit one original set of revised documents and 11 copies. We would appreciate a response to comments also. Wayne - - - -- Original Message - - - -- 6 r From: Marc Mariano [mailto:m, - iano @tbegroup.com] Sent: Friday, June 06, 2008 11:18 AM To: Wells, Wayne Subject: Re: FLD2008- 05012, 2855 Gulf to Bay Blvd. does that mean the full revised application and site plan package and 11 copies, or just our responses to all comments? Let me know thanks Marc Sent with Palm Treo device. - - - -- Original Message---- - From: "Wayne.Wells @myClearwater.com" <Wayne.Wells @myClearwater.com> Subj: FLD2008- 05012, 2855 Gulf to Bay Blvd. Date: Fri Jun 6, 2008 9:53 am Size: 586 bytes To: "mmariano @tbegroup.com" <mmariano @tbegroup.com> Marc - Regarding the resubmittal of the above referenced project, since this is viewed as responding to comments and not a completeness review, a revised application package addressing the DRC comments should be submitted no later than noon on June 11, 2008, for review by the DRC on July 3, 2008 (August 19, 2008, CDB meeting), or noon on July 14, 2008, for review by the DRC on August 7, 2008 (September 16, 2008, CDB meeting). Wayne M. Wells, AICP Planner III City of Clearwater 100 South Myrtle Avenue Clearwater, FL 33756 -5520 Phone: 727 - 562 -4504 Fax: 727 - 562 -4865 3 Page 1 of 1 Wells, Wayne From: Wells, Wayne Sent: Monday, June 16, 2008 1:34 PM To: 'Catherine Reek' Cc: Doug Smith Subject: RE: Bella Terra - Clarification Catherine - The Code requirement is to have a continuous hedge 100 % of the buffer (obviously not Including any driveways). When we get into situations where certain landscape requirements cannot be fully met and a Comprehensive Landscape Program Is necessary to be submitted, we look for improvements over the minimum standards for buffers, etc. in that location or other locations on -site where landscaping can be enhanced over the minimum. This is where we look for enhanced buffers, with tiering of plant materials, more plants than minimum standards, etc. Wayne - - - -- Original Message---- - From: Catherine Reek [mailto:CReek @edsaplan.com] Sent: Thursday, June 12, 2008 6:48 PM To: Wells, Wayne Cc: Doug Smith Subject: Bella Terra - Clarification Wayne, The landscape requirements read, "100% shrub coverage" for the 10' and 15' landscape buffers required along the property lines. Does that truly mean that the entire length of that buffer must be planted out 10' in width? This is what we have interpreted it to mean, and have used those assumptions in our calculations. In the DRC comments a Y hedge was mentioned as all that was required along the decorative fence. Is the Y hedge requirement in addition to or instead of the 10' or 15' wide 100% shrub areas? Thanks, CATHERINE REEK ASSOCIATE, LEED AP 1512 E BROWARD BOULEVARD, SUITE 110, FORT LAUDERDALE, FLORIDA 33301 USA TEL 954 524 3330 FAX 954 524 0177 creek,cc edsaplan com www edsaplan com By using the embedded electronic file(s) contained herewith, the recipient assumes all risks associated with their use and, to the fullest extent permitted by law, to hold harmless and indemnify EDSA and EDSA's professional associates and consultants from and against all claims, liabilities, losses, and expenses including attorney fees, arising out of or resulting therefrom 6/16/2008 J Wells, Wayne From: Marc Mariano [mmariano @tbegroup.com] Sent: Monday, June 09, 2008 9:47 AM To: Wells, Wayne Subject: RE: FLD2008- 05012, 2855 Gulf to Bay Blvd. Lets just keep that June 11 date to ourselves. Getting everything revised, copied and resubmitted would be onerous and rushed, and we don't like doing things that way. I will resubmit everything before the July 14 deadline. Thanks, Marc, Marc A. Mariano, AICP, PP Project Manager TBE Group, Inc. 380 Park Place Blvd, Suite 300 Clearwater, FL 33759 Direct: (727) 431 -1605 Fax: (727) 431 -1777 Mobile: (727) 492 -6750 Ranked in the Top 200 of ENR's Top 500 Design Firms Visit us at www.tbegroup.com P Please consider the environment before printing this e -mail. Please Note: Unless otherwise indicated or obvious from its nature, the information in this transmittal is confidential and is intended solely for the use of the individual(s) named above. If you, the reader of this message, are not the intended recipient, you are hereby notified that any dissemination, distribution, copying or forwarding of this transmittal is strictly prohibited. If you have received this transmittal in error, please advise the sender immediately and destroy the accompanying transmittal. Thank you. - - - -- Original Message---- - From: Wayne.Wells@myClearwater.com [ mailto :Wayne.Wells @myClearwater.com] Sent: Friday, June 06, 2008 3:22 PM To: Marc Mariano Cc: Sherry.Watkins @myClearwater.com Subject: FLD2008- 05012, 2855 Gulf to Bay Blvd. Marc - Your first submission was distributed to the DRC members for their review, with their comments and discussion at yesterday's DRC meeting. You do not need to resubmit those items that are not changing due to comments (maybe such as the Engineering Report). Please submit one original set of revised documents and 11 copies. We would appreciate a response to comments also. Wayne - - - -- Original Message 1 From: Marc Mariano [mailto:m,. piano @tbegroup.com] Sent: Friday, June 06, 2008 11:18 AM To: Wells, Wayne Subject: Re: FLD2008- 05012, 2855 Gulf to Bay Blvd. does that mean the full revised application and site plan package and 11 copies, or just our responses to all comments? Let me know thanks Marc Sent with Palm Treo device. - - - -- Original Message - - - -- From: "Wayne.Wells @myClearwater.com'I <Wayne.Wells @myClearwater.com> Subj: FLD2008- 05012, 2855 Gulf to'Bay Blvd. Date: Fri Jun 6, 2008 9:53 am Size: 586 bytes To: "mmariano @tbegroup.com" <mmariano @tbegroup.com> Marc - Regarding the resubmittal of the above referenced project, since this is viewed as responding to comments and not a completeness review, a revised application package addressing the DRC comments should be submitted no later than noon on June 11, 2008, for review by the DRC on July 3, 2008 (August 19, 2008, CDB meeting), or noon on July 14, 2008, for review by the DRC on August 7, 2008 (September 16, 2008, CDB meeting). Wayne M. Wells, AICP Planner III City of Clearwater 100 South Myrtle Avenue Clearwater, FL 33756 -5520 Phone: 727 - 562 -4504 Fax: 727 - 562 -4865 2 0 ,,,,DELTA June 4, 2008 John Waldo, Project Manager Sarita Fe Health Care Construction & Design Services P. 0. Box 749 Gainesville, FL 32602 -0749 One Tampa City Center. 201 North Frzq lI;Rn Street, Su to 1840, Tampa, R 33602 7c1. 813- 22,3 -6700 Fax. 813- 223 -6767 nnra�v defiaeruu�tn r .ccm RE: Bella Terra Retirement Community Letter of Certification for Load Rating of 2 Bridges Delta Project No. 2008.091.001 Dear Mr. Waldo: S b,+ftk c,4,- (. Y-. V 6 VN^P--C He6711--11-) WW Based on the load testing and load rating analyses we performed for the two bridges in the Bella Terra Retirement Community, we hereby certify that the both bridges have the capacity to safely carry all legal loads including the locally used fire truck with'a gross,vehicle weight of 80,000 pounds (40 tons): The full details of our work on these bridges are included in our report dated May 13,.2008. If you have any questions, please call me at 607 -222 -2978. Respectfully, DELTA ENGINEERS (COA #9770) Ralph-Ve�rastro, PE # 39784 Director of Engineering -,• 1 / • We are a seamless extension of our clients' organizations. SANTAFE HEALTHCARE May 14, 2008 NOTICE OF NEIGHBORHOOD PRESENTATION As a neighbor to Bayview Gardens, we invite you to attend a Neighborhood Presentation: 6:00 p.m., Monday, June 23, 2008 Town Center of the Assisted Living Tower 2855 Gulf to Bay Boulevard Bayview Gardens Campus The purpose of the meeting is to present to the public, in an informal setting, the construction project and scope planned for the Bayview Gardens campus and to ensure that citizens and property owners have an adequate opportunity to address concerns at an early stage of the process. For additional information or assistance: Sharon Breitinger, Director Facilities, Design & Construction Services SantaFe HealthCare 352- 372 -8400 ! ; JUN- 5 X08 PLAN NIiV DEVLLO NT SERVICES CITY OF CLEARWATER 4300 NW 89" Blvd., Gainesville, FL 32606 Tel: 352 - 372 -8400 AvMed Health Plans Haven Hospice The Village Bayview Gardens A Family of Not - For -Profit Companies LL u i a3 rwater U Fax Cover Memo CITY OF CLEARWATER PLANNING DEPARTMENT -.100 SOUTH MYRTLE AVENUE, 2ND FLOOR CLEARWATER, FL 33756 (727) 562 -4567 FAX: (727) 562 -4865 TO: 0-10.rc- % I ari a".^ o DATE: (o e FAX: !13 J - 1-7-77 TELEPHONE: 431 - / (0 04- FROM: Wayne M. Wells TELEPHONE: (727) 562 -4504 SUBJECT: 106�vi W 2 // MESSAGE: NUMBER OF SHEETS (INCLUDING THIS PAGE): 3 Wells, Wayne From: Wells, Wayne Sent: Wednesday, June 04, 2008 1:43 PM To: Marc Mariano (E -mail) Subject: Allan Stowell Marc - I just faxed to you a letter Mr. Stowell has given me today regarding a noise complaint (also listed in my DRC comments). While the following is an internal email, the information in it I think is of benefit to you and your client in knowing what the issue is and potentially how to address it Wayne - - - -- Original Message---- - From: Kronschnabl, Jeff Sent: Wednesday, June 04, 2008 12:42 PM To: Garriott, Kevin; Bates, Dan; Delk, Michael Cc: Wells, Wayne Subject: RE: My inaugural meeting with Mr. Allan Stowell (cell phone 644 -2700) Noise complaints are handled by the police department - I've copied Deputy Chief \Villiams - thanks - - - -- Original Message---- - From: Garnott, Kevin Sent: Wednesday, June 04, 2008 12:20 PM To: Bates, Dan; Delk, Michael; Kronschnabl, Jeff Cc: Wells, Wayne Subject: RE: My inaugural meeting with Mr. Allan Stowell (cell phone 644 -2700) Our inspector went to the site this AM. Checking the a/c equipment which had a permit and was replaced in 2005. This property is going for a variance at DRC tomorrow, I believe. - - - -- Original Message---- - From: Bates, Dan Sent: Wednesday, June 04, 2008 8:57 AM To: Delk, Michael; Kronschnabl, Jeff Cc: Wells, Wayne; Garnott, Kevin Subject: My inaugural meeting with Mr. Allan Stowell (cell phone 644 -2700) Teammates - At about 4:50 p.m. yesterday (Tuesday, June 3, 2008) I had occasion to be walking past our CRT front counter as Inspector Phillips and Inspector McMahan were engaged in conversation / research for a subject later identified as Mr. Stowell. As it turns out, they were locating and providing Stollwell with copies of Clearwater Code 15 -08 "Noise." Stowell advised he had just finished a visit with "Wayne" in planning. Mr. Stowell was asking to speak to someone "in charge" and I identified myself. He stated that he had just returned from the "field" and was visibly upset that the Clearwater Police Officer who had responded to what turns out to be Mr. Stowell's vacant lot north of Village Inn (a property he also owns) regarding Mr. Stowell's complaint of excessive noise. Mr. Stowell explained that a large 37 acre ACLF which is built adjacent to Mr. Stuwells aforementioned vacant lot haz, a large cold water HVAC chiller unit built near the south boundary of Stowell's vacant property and, in Stowell's opinion, the operational noise coming from said chiller unit is "deafening." Mr. 5towell's disappointment stemmed from the fact that the officer responding could not locate the Clearwater noise ordinance in a book the officer kept in the trunk of his patrol vehicle, the officer did not carry, nor did he know where to acquire a "noise measuring device" (decimeter), and the office did not carry any business cards to provide to Stowell with the officer's name and report number. Stowell went on to explain that the ACFL is going to be redeveloped soon and there is a [)PC meeting regarding the project this Thursday (June 5th, 2008) of which Stowell has been noticed and plans to attend. His contention was that the chiller units present location impedes his ability to develop the aforementioned vacant lot upon which he tentatively plans to possibly build a medical office building. He was convinced that he needed a noise meter reading to substantiate his assertion. "I'll meet you out there" Stowell stated however my reply was I had no intention of traveling to his site and becoming involved in this issue. After speaking to both Janet M. and myself I asked Stowell if he was familiar with the noise complaints involving Cafe 13; located in Safety Harbor however effecting Clearwater residents. When he said he was not, I provided him with the newspaper article that I had which outlined the entire ongoing issue. I asked Stowell what he would do IF a noise meter reading did NOT substantiate his assertion that the noise was excessive (As was the case with Cafe 13). He then decided that perhaps the noise meter portion of his objection might be a risk he didn't want to take. He then went on to want to discuss the entire issue of "private roads" and I advised him it was after 5:30 p.m. and I had no useful information regarding private roads, his rights to access his own residence via a private road, whether private roads needed to be closed at least one day per year (as they do in Times Square) OR anything involving the history of the private road (apparently running through the 37 acre ACLF site). I left him with the thought that he was on the right track attending the Thursday CRT meeting and that was the best place and the best process for him to air his concerns regarding loud chiller units, sound buffers, private roads and anything else that was a concern to him. Just giving you a too long heads up regarding what was discussed in the CRT office. I found it interesting that when I asked Mr. Stowell for a business card he did not have one - but rather wrote his name and cell phone number on a yellow pad and tore it off for me. - db ban Bates Manager: Development ,ervices CITY OF CLEARWATER Office Telephone: (727) 562 -4723 Wells, Wayne From: Wells, Wayne Sent: Wednesday, June 04, 2008 11:38 AM To: Marc Mariano (E -mail) Subject: FLD2008- 05012, 2855 Gulf to Bay Boulevard — Marc - Finally, attached are the Draft DRC Comments for the above referenced project, to be heard by the DRC at 10:30 am on Thursday, June 5, 2008, in our offices. I appreciate your patience, as this is not the only large project I have on this DRC agenda. Wayne M. Wells, AICP Planner III City of Clearwater 100 South Myrtle Avenue Clearwater, FL 33756 -5520 Phone: 727 - 562 -4504 Fax: 727 - 562 -4865 draft 6 5 08 c action agenda Pagel of 3 Wells, Wayne From: Wells, Wayne Sent: Monday, May 12, 2008 11:19 AM To: 'Marc Mariano' Subject: RE: 07024 Bella Terra - Floor Plans These are great - - - -- Original Message---- - From: Marc Mariano [mailto:mmariano @tbegroup.com] Sent: Monday, May 12, 2008 10:44 AM To: Wells, Wayne Subject: FW: 07024 Bella Terra - Floor Plans Wayne, Check these out, I think it should work. Let me know and I will print a set out and bring them over to you this afternoon. Thanks, Marc Marc A. Mariano, AICP, PP Project Manager TBE Group, Inc. 380 Park Place Blvd, Suite 300 Clearwater, FL 33759 Direct: (727) 431 -1605 Fax: (727) 539 -1294 Mobile: (727) 492 -6750 Ranked in the Top 200 of ENR's Top 500 Design Firms Visit us at www the group com A Please consider the environment before printing this e-mail. nnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnn Please Note Unless otherwise indicated or obvious from its nature, the information in this transmittal is confidential and is intended solely for the use of the individual(s) named above If you, the reader of this message, are not the intended recipient, you are hereby notified that any dissemination, distribution, copying or forwarding of this transmittal is strictly prohibited If you have received this transmittal in error, please advise the sender immediately and destroy the accompanying transmittal. Thank you From: Alex Puerto [mailto:puerto @threearch.com] Sent: Monday, May 12, 2008 10:22 AM To: Marc Mariano Cc: Dan Hammons; Jorge Hernandez Subject: RE: 07024 Bella Terra - Floor Plans 5/12/2008 Page 2 of 3 Marc, Check these files. I hope this is what they are looking for. Regards alelandro puerto From: Marc Mariano [mailto:mmariano @tbegroup.com] Sent: Monday, May 12, 2008 8:39 AM To: Alex Puerto Cc: Dan Hammons; Jorge Hernandez Subject: RE: 07024 Bella Terra - Floor Plans Alex, The reviewing Planner at the city asked if he could get some additional info on the floor plans, as follows. 1. an indication as to which units are IL and which are ALF. 2. a layout of the cottages Overall that is exactly what he is looking for, he just needs to know which units are IL and which are ALF /skilled nursing, etc. Let me know if this can be accommodated. Thanks„ Marc Marc A. Mariano, AICP, PP Project Manager TBE Group, Inc. 380 Park Place Blvd, Suite 300 Clearwater, FL 33759 Direct: (727) 431 -1605 Fax: (727) 539 -1294 Mobile: (727) 492 -6750 Ranked in the Top 200 of ENR's Top 500 Design Firms Visit us at www.tbegroup.com @A Please consider the environment before printing this e-mail. nnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnn Please Note Unless otherwise indicated or obvious from its nature, the information in this transmittal is confidential and is intended solely for the use of the individual(s) named above If you, the reader of this message, are not the intended recipient, you are hereby notified that any dissemination, distribution, copying or forwarding of this transmittal is strictly prohibited If you have received this transmittal in error, please advise the sender immediately and destroy the accompanying transmittal. Thank you From: Alex Puerto [mailto:puerto @threearch.com] Sent: Thursday, May 08, 2008 4:39 PM To: Marc Mariano 5/12/2008 Page 3 of 3 Subject: 07024 Bella Terra - Floor Plans Marc, Are these sheets what you need? By the way, thanks for your voice mail. I will contact Mr. Garret t and set a meeting with him and the rest of the crew to do a initial review of the building layout and systems. 5/12/2008 Alejandro E. Puerto three 4040 N. Central Expressway Suite 200 Dallas, TX 75230 214.559.4080 Main 214 393 5357 Direct 972.2597961 Cell 214.559 0990 Fax www.threearch.com I a �a �$ 0 O ;1 LL 3 o _ n bella terra on the bay Clearwater, florida . three 2008 april 23 2008 US D • -D itbepentlenl II L-r 77 independent living memory support evu Ir,% range —j COM- back of house C 0 00 00 88 N N N first floor plan n 0 30 60 90 Vt h r�e Ve:471 PO 4111� A second floor plan n U 3U Y IIindependent living skilled nursinc commons J,Heisted living 00 0 88 N N C N G N t .. G q W O W O � L 3 L � N � V A third floor plan n u w , 1Z Iindependent living LJled nursinc 1 commons 1 assisted living 00 0 88 N N G N G ry L " a _ A Q) s c ° 0 w Q) v Afourth floor plan n o su �o .1 Lindependent living Lassisted living Lcommons 00 00 88 N N G M G N L .. a Q) s c ° w o v L � � V v n p_ ro O p v iv N =n Oi! Ti- ^ 3 a o 00 >. , s � •+� —n , N p OF!U b= 7 8N _ bella terra on the bay clearwater, florida three 2008 april 23 2008 ri Wells, Wayne From: Wells, Wayne Sent: Thursday, May 08, 2008 11:35 AM To: Marc Mariano (E -mail) Subject: FLD2008- 05012, 2855 Gulf to Bay Blvd. Marc - Attached is the Letter of Completeness for the above referenced project. I am mailing the,original letter. In order to verify information during the review of this project, please submit as soon as possible one copy of the floor plans forthe main building. This does not need to be a detailed floor plan as what may be submitted for construction, but it should show the general layout of the building (common areas, the independent living units [not in detail, but as a unit] and the assisted living units) as well as indicating the anticipated population for the assisted living units (matching hopefully the numbers you have on the site plan). Wayne M. Wells, AICP Planner III City of Clearwater 100 South Myrtle Avenue Clearwater, FL 33756 -5520 Phone: 727 - 562 -4504 Fax: 727 - 562 -4865 I I M letter of ipleteness 5 8.0 1 - Wt � CITY OF CLE+ _RWATER o aterU PLANNING DEPARTMENT 0� MUNICIPAL SERVICES BUILDING 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE: (727) 562 -4567 FAX: (727) 562 -4576 W W W.MYCLEARWATER. COM May 08, 2008 Tampa Bay Engineering Group Inc VIA FAX: 727 -531 -1294 380 Park Place Blvd Suite 300 Clearwater, F133759 RE: FLD2008 -05012 -- 2855 GULF TO BAY BLVD -- Letter of Completeness Dear Tampa Bay Engineering Group Inc The Planning Staff has entered your application into the Department's filing system and assigned the case number: FLD2008- 05012. After a preliminary review of the submitted documents, staff has determined that the application is complete. The Development Review Committee (DRC) will review the application for sufficiency on June 05, 2008, in the Planning Department conference room - Room 216 - on the second floor of the Municipal Services Building. The building is located at 100 South Myrtle Avenue in downtown Clearwater. You will be contacted by the Planning Department's Administrative Analyst within one week prior to the meeting date for the approximate time that your case will be reviewed. You or your representative (as applicable) must be present to answer any questions that the DRC may have regarding your application. Additional comments may be generated by the DRC at the time of the meeting. If you have any questions, please do not hesitate to contact me at 727 -562 -4504 or Wayne.Wells@myclearwater.com. ,X Sincerely yours, AA MM. vV� Wavn Wells. AICP Planner III Letter of Completeness - FLD2008 -05012 - 2855 GULF TO BAYBLYD J Wells, Wayne From: Marc Mariano [mmarlano @tbegroup.com] Sent: ' Monday, May 12, 2008 9:34 AM To: Wells, Wayne Subject: RE: 07024 Bella Terra - Floor Plans You know those Architects. Pagel of 3 can definitely get you a floor plan for the cottages and should be able to get each specific use id'd on the layout. Thanks, Marc Marc A. Mariano, AICP, PP Project Manager TBE Group, Inc. 380 Park Place Blvd, Suite 300 Clearwater, FL 33759 Direct: (727) 431 -1605 Fax:, (727) 539 -1294 Mobile- (727) 492 -6750 Ranked in the Top 200 of ENR's Top 500 Design Firms Visit us at www.tbegroup.com Please consider the environment before printing this 6-mail. nnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnn Please Note Unless otherwise indicated or obvious from its nature, the information in this transmittal is confidential and is intended solely for the use of the individual (s) named above If you, the reader of this message, are not the intended recipient, you are hereby notified that any dissemination, distribution, copying or forwarding of this transmittal is strictly prohibited If you have received this transmittal in error, please advise the sender immediately and destroy the accompanying transmittal Thank you From: Wayne:Wells @myClearwater.com [ mailto :Wayne.Wells @myC]earwater.com] - Sent: Monday, May 12, 2008 9:32 AM To: Marc Mariano Subject: 07024 Bella Terra - Floor Plans Marc - These generally look fine. However, is there any way to indicate what areas /units are independent living units (IL) and assisted living units (AL). Additionally, it appears the architect may be directionally impaired (the'directions [N, E, S, W] on the elevations are in error also, but that will be a DRC comment). Also,,can you get the floor plans for the duplex IL units? 5/12/2008 a Wayne - - - -- Original Message---- - From: Marc Mariano [mailto:mmariano @tbegroup.com] Sent: Monday, May 12, 2008 8:55 AM To: Wells, Wayne Subject: FW: 07024 Bella Terra - Floor Plans Page 2 of 3 Wayne, Take a look at these pdfs and let me know if this is what you are looking for relative to the requested floor plans. If it is I will print them out in 24x36 and drop them off this afternoon. Thanks, Marc Marc A. Mariano, AICP, PP Project Manager TBE Group, Inc. 380 Park Place Blvd, Suite 300 Clearwater, FL 33759 Direct. (727) 431 -1605 Fax: (727) 539 -1294 Mobile: (727) 492 -6750 Ranked in the Top 200 of ENR's Top 500 Design Firms Visit us at www.tbegroup.com A Please consider the environment before printing this e-mail. nnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnn Please Note Unless otherwise indicated or obvious from its nature, the information in this transmittal is confidential and is intended solely for the use of the individual(s) named above If you, the reader of this message, are not the intended recipient, you are hereby notified that any dissemination, distribution, copying or forwarding of this transmittal is strictly prohibited If you-have received this transmittal in error, please advise the sender immediately and destroy the accompanying transmittal Thank you From: Alex Puerto [mailto:puerto @threearch.com] Sent: Thursday, May 08, 2008 4:39 PM To: Marc Mariano Subject: 07024 Bella Terra - Floor Plans Marc, Are these sheets what you need? By the way, thanks for your voice mail. I will contact Mr. Garret t and set a meeting with him and the rest of the crew to do a initial review of the building layout and systems. Alejandro E. Puerto three 4040 N. Central Expressway Suite 200 Dallas, TX 75230 5/12/2008 214.559 4080 Main 214.393.5357 Direct 972.2597961 Cell 214.559 0990 Fax www threearch.com 5/12/2008 Page 3 of 3 three - ------------ •------- ---------- ----------- iL---------------- GREYSTONE I II I II (D- — — — — L I L consultant ------------------------ ------ ---- ---------- 0- — — L Ca LL LU LU Cl U ------------ -------------- ------------------------ ---------- ---- — --------------------- LU --- ---- ------------------ ....... ------ ---------- ----------- ---------- ------------ 07024 "ML30,2 J /I ?v 4 OP / BVG Acquisn,ons, Inc 100% DESIGN DEVELOPMENT MAIN BUILDING FLOOR PLAN -------- GARDEN LEVEL OVERALL PLAN A2 00 ol GARDEN LEVEL - FLOOR PLAN K egg t —1. 1 '= 20--0- EYPLAN (D CCOPVRIGHT three 2008 three Ab- I T T _ _ - — - —� - - — GREYSTONE consultant o- - — - -- -4 --F— IL _ _1 _JI Ca T W — — - —� — — - _ —— LU v o- — — — — J LU m O 0702� A L 30, 2" b b ° I -I I BVG Acqulsibons, Inc 100%DENGN DEVELOPMENT I I I I I 7MAIN BUILDING I FLOOR PLAN GROUND FLOOR OVERALL PLAN wM A2 01 01 GROUND .Ae V-30' -0' FLOOR -FLOOR PLAN KEY PLAN ® •rs. CCOPYRIGIR three 2008 O SECOND LEVEL - FLOOR PLAN KEPtAN Ie i •.30-0• 4 three g GREYSTONE consultant I..i W � W � W U m O vx -- 07024 n L30,20,113 sou uJ'g�# yI BVG Acquisitions, Inc 1OD96 DESIGN DEVELOPMENT MAIN BUILDING FLOOR PLAN SECOND FLOOR OVERALL PLAN A2 02 oi THIRD LEVEL - FLOOR PLAN KEYPLAN 40'.. three 4 GREYSTONE consultant I Cie LU rrr Uj f U Co LU 0 . 07024 wrz WL30,2W8 BVI Acquisitions, Inc 100% DESIGN DEVELOPMENT MAIN BUILDING FLOOR ", THIRD FLOOR OVERALL PLAN A2 03 fw--------------- - - - - - - - — -- - — - t M -T — ----- -------- oi THIRD LEVEL - FLOOR PLAN KEYPLAN 40'.. three 4 GREYSTONE consultant I Cie LU rrr Uj f U Co LU 0 . 07024 wrz WL30,2W8 BVI Acquisitions, Inc 100% DESIGN DEVELOPMENT MAIN BUILDING FLOOR ", THIRD FLOOR OVERALL PLAN A2 03 —m -- --------------- ----------------- ru ------- ---------- t i mlm� H o 1 —FOUR LEVEL -FLOOR PLAN K I� PLAN —1. . 20'�- three GREYSTONE consultant W L U -1u U C: LU 0 Co 07024 rxgECrw *E MW130, 2008 0 BVG Acquisibons, Inc 1 0096 DESIGN DEVELOPMENT =A'17BUILDING FLOOR PLAN FOURTH FLOOR OVERALL PLAN A2 04 Wells, Wayne From: Alex Puerto [puerto @threearch.com] Sent: Thursday, April 03, 2008 11:38 AM To: Garriott, Kevin; Wells, Wayne Cc: Marc Mariano; Clint Ashworth; Dan Hammons Subject: 07024 Bella Terra - Roof plan and parapet walls To: Kevin Gamott and Wayne Wells City of Clearwater. Florida Page 1 of 1 Per Marc Mariano's request, I am attaching to this message the Roof Plan and the typical wall section of the Main Building of the Bella Terra project. The design intent is to provide a pitch room with a slope 6:12 and including a continuous well to house mechanical equipment [please refer to roof plan]. The roof well creates a roof mansard that projects over the balconies and the slope produce a height of approx. 9' -0" a.f.f. [please refer to wall section]. Please feel free to call me back or reply me with your comments. Regards, STATEMENT OF CONFIDENTIALITY This message and any attachments are intended solely for the person or entity to which it is addressed and may contain confidential or privileged information If the recipient of this message is not the addressee or a person responsible for delivering the message to the addressee, such recipient is prohibited from reading or using this message in any way If you have received this message in error, please immediately reply to the sender saying so and delete the message from any computer 2/9/2009 CONCRETE TILE ROOFII OVER ROOFING FELT O 1/2" CDX PLYWOOD DE 20 GA COLD - FORMED PRE - MANUFACTURED TRUSS FRAMING HEADER/BEAM.REFER STRUCTURAL EXTERIOR CEMENT PLASTER - DIRECT BOA C4 RC COLUMN COVER 7' _G, n Ig, _&y �� 71] parapet walls Wells, Wayne From: Marc Mariano [mmariano @tbegroup.com] Sent: Wednesday, April 02, 2008 3:50 PM To: Wells, Wayne Subject: parapet walls Wayne, Page 1 of 1 Refresh my memory; we had a conversation when you came to my office about parapet walls never being allowed to exceed 42 inches and the reasoning. If we proposed 48 inch parapet walls, above our roof, is that a problem? Let me know, Thanks, Marc Marc A. Mariano, AICP, PP Project Manager TBE Group, Inc. 380 Park Place Blvd, Suite 300 Clearwater, FL 33759 Direct: (727) 431 -1605 Fax: (727) 539 -1294 Mobile: (727) 492 -6750 Ranked in the Top 200 of ENR's Top 500 Design Firms Visit us at www.tbegroup com A Please consider the environment before printing this e-mail. nnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnAAAAAAAAAAAAn Please Note Unless otherwise indicated or obvious from its nature, the information in this transmittal is confidential and is intended solely for the use of the individual(s) named above If you, the reader of this message, are not the intended recipient, you are hereby notified that any dissemination, distribution, copying or forwarding of this transmittal is strictly prohibited If you have received this transmittal in error, please advise the sender immediately and destroy the accompanying transmittal Thank you 2/9/2009 Page 1 of 1 Wells, Wayne From: Marc Mariano [mmariano @tbegroup.com] Sent: Monday, March 24, 2008 11:23 AM To: Wells, Wayne Subject: bella terra height Wayne, Thanks for coming out and meeting with us last Thursday. It was incredible helpful having you available face -to- face to go over the outstanding issues that EDSA had. Is there anything you need from me to assist you in making the determination of height? I can get you pdfs of the grading plan or building elevations if necessary. Let me know. Thanks, Marc Marc A. Mariano, AICP, PP TBE Group, Inc Project Manager Site Development 380 Park Place Blvd, Suite 300 Clearwater, FL 33759 727.431.1605 (office) 727.492.6750 (cell) 727.431.1777 (fax) www.tbegroup corn Please Note Unless otherwise indicated or obvious from its nature, the information in this transmittal is confidential and is intended solely for the use of the recipients named above If you, the reader of this message, are not the intended recipient, you are hereby notified that any dissemination, distribution, copying or forwarding of this transmittal is strictly prohibited If you have received this transmittal in error, please advise the sender immediately and destroy the accompanying transmittal Thank you 2/9/2009 MEMORANDUM TO: Community Development Board FROM: Wayne M. Wells, AICP 00�f Planning III RE: Request for Time Extension FLD2008 -05012 — 2855 Gulf to Bay Boulevard DATE: September 7, 2010 Attached is information related to the request by Marc Mariano, AICP, Cardno TBE, Agent for BVG Acquisitions, Inc. (owner), for an extension of time relative to the above referenced project located at 2855 Gulf to Bay Boulevard. This application was originally approved by the Community Development Board on October 21, 2008. It is noted that, pursuant to Section 4 -407, the Planning Director has previously granted a one -year time extension in 2009. A one -year extension is being requested which would expire on October 21, 2011. Pursuant to Section 4 -407 of the Community Development Code, extensions of time "shall be for good cause shown and documented in writing." The Code further delineates that good cause "may include but are not limited to an unexpected national crisis (acts of war, significant downturn in the national economy, etc.), excessive weather - related delays, and the like." In this particular case, the applicant has indicated that the project is being delayed for economic reasons, as it relates to the downturn of the local and national economy. The Code further directs that the Community Development Board may consider whether significant progress on the project is being made and whether or not there are; pending or approved code amendments that would significantly affect the project Attachments: Letter of Request Time Extension Development Order December 24, 2009 Maps and Photos S IPlanning DeparthnentlC D BIFLEX (FLD)IInactive or Finished ApphcauonslGulf to Bay 2855 Bella Terra (C, 0& MDR) 2008 10 - Approved - WMGuIf to Bay 2855 Time Extension Memorandion for 9 21 10 CDB doe Location Map Owner: BVG Acquisition Inc. Case: FLD2008 -05012 Site: 2855 Gulf to Bay Boulevard Property 31.12 Size (Acres) : NR Atlas Page 17/29/16/03006/000 /0200 1 300A + B CA FLS - L� D o GULF=TO -BAY BL _ .....■ .....:..........�� s •" �♦♦ • 0 THORNTON RD �A I ■ s r ■ M • . i� , Ilk lk a.E.: JA j Mk Aerial • • • - BVG Acquisition • - 11:1 1 2855 Gulf to Bay Boulevard Properfy 1 31.12 Aflas P..- 11 ^R N 4�1 n V n N A,ILrr 4C 4 e _ g 28 4131" 2 GULF -TO- r -� SOl J N MM 565 I MDR ®3,z 11 Zoning Map Owner: BVG Acquisition Inc. Case: FLD2008 -05012 Site: 2855 Gulf to Bay Boulevard Property 31.12 Size(Acres): PIN: 17/29/16/03006/000 /0200 Atlas Page: 300A + B O O N N N r —� Retail Sale s N -7328 T Retail ides x rv. Q a stau aij co N e O Q O CO O n ..A N 'N .�t� N M N K N IN N tau ant N Retail Sales Vavant 0 N 985 Retail Sales 4 Fire P9ursin Stat() r — Hor>7Pe' ,,Retail males Attached " Dwellings ry O v ts N GULF -TO -BAY BLVD N CO 14 e�fiil „}mill IChur h 1 _ — I ' »S I M I I I Vacani I I 4m -- - m— — — I I Detached Existing Surrounding Uses Map Owner: BVG Acquisition Inc. Case: FLD2008 -05012 Site: 2855 Gulf to Bay Boulevard Property 31.12 Size (Acres): PIN: 1 17/29/16/03006/000 /0200 Atlas Page: I 300A + B View looking E along N side of subject property View looking N at E side of subject property adjacent to Cross Blvd. View looking S at E side of drive aisle as the extension of Cross Blvd. S of ALF building View looking W at parking lot on N side of subject property close to Gulf to Bay Blvd. _ 7RRR1's'r _ 7<iift�TaT 7�t��t'�lwT �7RR1"f�`f 7�RI�Rw T - 7��RtTT°'► '7RR�+191T R ia— �rrrwRwTww View looking SW at ALF building on subject property close to Gulf to Bay Blvd. Cross Blvd. S of ALF building 2855 Gulf to Bay Boulevard Sheet 1 of 4 FLD2008 -05012 View looking S at E side of drive aisle as the View looking NE at existing typical attached View looking SW at mobile homes W of subject property 2855 Gulf to Bay Boulevard FLD2008 -05012 View looking N at existing typical attached dwellings and parking areas (to be demolished) View looking N at parking areas W of adjacent nursing home on Cross Circle Sheet 2 of 4 View looking NE at SE corner of HarbourWood Nursing Home from Cross Circle View looking NE at S side of HarbourWood Nursing Home from Cross Circle at Loving Lane View looking E from Sky Harbor Drive at entrance to subject property and HarbourWood Nursing Home 2855 Gulf to Bay Boulevard FLD2008 -05012 View looking S at HarbourWood Nursing Home from Cross Circle HarbourWood Nursing Home dumpster area View looking S along Sky Harbor Drive at Fire Station adjacent to W side of subject property Sheet 3 of 4 View looking NW at commercial development N of subject property on N side of Gulf to Bay Blvd. View looking NE at commercial development E of subject property on N side of Gulf to Bay Blvd. 2855 Gulf to Bay Boulevard FLD2008 -05012 View looking N at commercial development N of View looking E at Village Inn restaurant E of subject property on E side of Cross Blvd. Sheet 4 of 4 -y Marc A. Mariano, AICP, PP Project Manager Education/Training BS / Geography / W Virginia University, 1999 Internship / Study of Australian History & Culture / Australia Catholic University, 1999 Experience 9 Years Expertise Mr. Mariano offers a range of experience permitting and reviewing residential and non- residential land development projects for a variety of private and public sector clients. His educational and occupational planning background affords an effective and creative perspective during the site design process,'as well as during the permitting and zoning approval portion of the land development process. • Certified Planner (AICP) and Licensed Professional Planning (State of New Jersey) • Over 9 Years of Land Use Planning Experience • Full Integration of Smart Growth Planning Techniques into Site Design Capabilities • Extensive Experience Implementing and Developing Comprehensive Plans, Land • Development Ordinances and Redevelopment Plans • Testified as an Expert Witness before Numerous Planning and Zoning Boards on Behaif of Private Clients TBE Group, Inc. — Clearwater, FL • Project manager responsible for all subconsultant and' in -house coordination elements of two park projects and a commercial land development project. • Provided testimony before the Hernando County Board of County Commissioners in support of a modification to a residential planned development project. • Coordinated efforts and provided land planning expertise to assist in the submittal of a rezoning application for a large scale mixed -use development project consisting of 1,500 residential units, 80,000 square feet of commercial space, 180,000 square feet of office space and 200 hotel rooms in the City of Managed land planning efforts and administered comprehensive support in the production of an RFQ for the redevelopment of a 240 -acre land fill site in Pinellas County Offered guidance and oversight and participated in the presentation of a RFP for a mixed -use development project in the City of Clearwater. Provide extensive client and business development functions to establish relationships with high - quality land development firms investing in the Tampa.Bay region. Schoor DePalma, Inc. — Manalapan, NJ • Project Manager responsible for residential and non - residential land development projects ranging in use and scale. • Presented planning testimony in support of variances applications from municipal codes and ordinances • Submitted proposal - -and managed clients desirous of planning services to be provided as part of an inclusive land development application and for projects only requiring planning support. • Extensive experience writing planner reports, fiscal impact statements and community impact statements in support of, and in opposition of, various land development applications and public and private requests for ordinance amendments. • Author and co- author of township master plans and master plan revisions, zoning ordinances and ordinance revisions, affordable housing and fair share plans and redevelopment plans for public and private clients. • Township and Planning Board Planner for Ewing Township, Mercer County and Berkeley Township, Ocean County. City of Clearwater Planning Department — Clearwater, FL - April 2002 — March 2004 Planner 11 • Administered and presented Annexation, Comprehensive Land Use Plan Amendment, Rezoning and Development of Regional Impact applications for review by the City Council, Board of County Commissioners and Department of Community Affairs. Tampa. - -J� = -- 0 ROUF� i=�t�Fr ,x < T< ,7 Marc A. Mariano - Resume Page 2 Assisted applicants submitting site plan applications with compliance to the requirements of Clearwater's Community Development Code and the Florida Building Code. Assisted with the writing of the Clearwater Downtown Redevelopment Plan; including the expansion of the Community Redevelopment Area and Tax Increment Financing District; a streetscape and wayfinding master plan; and design guidelines. City of Clearwater's planning representative on the Metropolitan Planning Organization's Technical Coordinating Committee; Pinellas Planning Council's Planner Advisory Committee; and the Pinellas Assembly's Annexation Policy /Guideline Task Force. Monmouth County Planning Board — Freehold, NJ - September 2000 — April 2002 • Reviewed site plan applications for consistency with the transportation element of the County's Growth Management Guide. • Assisted New Jersey Transit project managers on the feasibility of a rail -to -trail project. Aspen Systems Corporation — Rockville, MD - March 2000 — September 2000 Information Specialist, Office of Policy Development and Research (HUD) • Abstracted documents and periodicals for the Department of Housing and Urban Development's Office of Policy Development and Research. Devine Erby Mazlin — Sydney, New South Wales, Australia - June 1999 — July 1999 Internship with Planning and Urban Design Firm • Worked directly with Town Planners, Landscape Architects and Urban Designers on a thirteen — acre redevelopment project. • Analyzed and mapped traffic patterns and transportation links from project site to adjacent areas of the surrounding municipalities. Computer Skills • Proficient in all Microsoft Office Software Programs • ESRI ArcView GIS 9.0, 8.3, 8.0 & 3.2 acid ArcEditor 8.3 & 9.0 G R O U P Louis Roger Hilton, Jr. 16 Widgeon Place Safety Harbor, Florida 34695 lrhilton@tampabay.rr.com Business: 727.742.8758 CAREER OBJECTIVE President of Hilton Interests,, Inc., self- employed land use planning and development consultant (five years). EDUCATION Bachelor of Science. Eastern Michigan University, Ypsilanti, Michigan April 1979. Major Concentration: Economic Geography with Urban and Regional Planning emphasis and elective study in Land Use Design, and graphic arts. Minor Concentration: Sociology QUALIFICATIONS University background with technical, managerial and supervisory experience in research, data inventory and analysis and grant preparation and administration, development of comprehensive and strategic plan elements pursuant to Florida Statutes and Florida Administrative Code. Site plan and platting review process, building permitting, with civil engineering experience and knowledge in accordance with various land development codes, zoning regulations, grant preparation and administration, concurrency management, intergovernmental coordination, NFIP/FEMA Community Rating System Coordinator, and Hurricane Preparedness Program planning and participation. Persuasive oral and written skills. American Planning Association Member; Council for Urban Economic Development; National Development Council Accreditation, American Society of Geographers Member; Florida Planning and Zoning Member; Computer literacy: experience with several operating systems: DOS UNIX; Windows; Novell networking; BASIC Programming skills; WordPerfect, Word; Excel; Power Point; Group Wise; Lotus 1 -2 -3; Harvard Graphics; Power Point; Access; dBASE IV; Transportation modeling FSU/rMS; Internet; and AUTOCAD applications; GIs applications. Twenty years of responsible planning and land development experience and land acquisition processes; redevelopment knowledge, managerial and supervisory skills, historic preservation program(s) administration; with two years cartographic supervisory experience; land planning design, land surveying and applied civil engineering experience. EMPLOYMENT HISTORY MAY 2001— May 2006 Program Planner City of Largo Community Development Department 201 Highland Avenue P.O. Box 296 Largo, Florida 33779 -0296 SUPERVISOR Michael Staffopolous, Director (727) 393 -5636 RESUME - page two Louis Roger Hilton, Jr. FEBRUARY 2000 — November 22, 2000 Community Development Director City of Indian Rocks Beach Community Development Department 1507 Bay Palms Boulevard City of Indian Rocks Beach, FL 33785 FEBRUARY 1983 — FEBRUARY 2000 Senior Planner City of Clearwater Economic Development Dept. P.O. Box 4748 Clearwater, Florida 33785 SUPERVISOR Thomas E. Brobeil, City Manager City of Indian Rocks Beach 1507 Bay Palm Boulevard Indian Rocks Beach, FL 33785 (727) 595 -2517 SUPERVISOR Michael J. Roberto, City Manager Economic Development Department P.O. Box 4748 Clearwater, Florida 33785 (727) 562 -4586 EXPERIENCE, RESPONSIBIId' US AND ACCOMPLISHMENTS • Administration of Building Permitting (SBCCT) and Inspections; Code Enforcement and-Planning Activities • Preparation, development and maintenance of the Clearwater Comprehensive Plan • Evaluation and Appraisal Report preparation • Main Street Program and Downtown Development Board programs and activities • Planning and Zoning Board Representative • Preparation and development of the capital improvement budget and operating budget; • Sustainable Communities, New Urbanism Coordinator • Neighborhood conservation/Self Reliance programs • Historic preservation liaison to the community • Grant preparation and administration • Administration of State planning grants, Historic Preservation Grants, National Recreation Trails Grants • Site plan/plat review of residential and non - residential developments • Development of Regional Impact (DRT) Coordinator - review and compliance and Notices of Proposed Change to already existing DRIs • Preparation of Requests for proposals and qualifications (RFP /Q) • Economic Development Incentive programs including: Brownfields Program, CRA, and Enterprise Zone Program activities • Development Review Committee representative • General land use plan and zoning amendment scheduling and processing • Staff representative to the Historic Preservation Board; Planning and Zoning Board, Development Code Adjustment Board; Development Review Committee; MPO Technical Coordinating Committee; and the Clearwater City Commission • NFIP/FEMA Community Rating System Coordinator • Concurrency Management Coordinator — including long range transportation planning activities using FDOT and FSU/TMS software • Pinellas County Metropolitan Planning Organization (MPO) Planners Advisory Committee — MPO appointed MIS Technical Advisory Committee member • Pinellas Planning Council Planners Advisory Committee (PAC) RESUME - page three Louis Roger Hilton, Jr. • Disaster preparedness planning and Post Disaster Plans • Land Acquisition Processes in CRA — City of Clearwater • Project Development Manager for IMRglobal — 600,000 sq. ft. — Publicly traded, International Software Company — City of Clearwater • Project Development Manager for Hercules Hydraulics, Inc. — 74,000 sq. ft. — Intemational commerce corporation — City of Clearwater • Initiated the annexation of over 2.5 square miles over $500 million in new tax revenue in less than two years - City of Largo EXPERIENCE MARCH 1981- FEBRUARY 1983 CARTOGRAPHIC SUPERVISOR SUPERVISOR Martel Laboratories, Inc. William L. LeFever, 7100 30th Avenue North Defense Mapping Director St. Petersburg, Florida 33710 (727) 345 -0100 RESPONSIBILITIES • Supervision of 7 -14 cartographers in the color separation department • Defense Mapping Agency (DMA) • Aerial photo interpretation • National Wetlands Inventory • Individual employee training and development facilitator • Daily, weekly progress reports • Work product scheduling • Written and oral presentations • Graphic presentations EXPERIENCE JUNE 1979 - MARCH 1981 DESIGNER/LAND PLANNER Waitz & Frye, Inc. Consulting Engineers and Planners 2280 North U.S. HWY 19 Clearwater, Florida 34623 SUPERVISOR Galen Hofmann, P.E. Principal Engineer RESPONSIBILITIES • Residential site plan design and engineering drawings design — sanitary sewer, drainage, water lines, curb and gutter, street design, fire hydrant assembly locations • Obtaining building permits • Platting preparation • Land Development Feasibility Reports • Research and application of codes and subdivision regulations • Design of planned developments — commercial and residential • Preliminary land evaluation assessment reports • Community Impact Statement Reports • Developments of Regional Impact (DRI) preparation in coordination with, state, regional and local government permitting agencies. REFERENCES George Greer (Former Chairman, Pinellas County Commissioner) Circuit Judge 14500 49th Street N., Room 260 Clearwater, FL 33758 (727) 530 -6900 David P. Healey, AICP, Executive Director Pinellas Planning Council 600 Cleveland Street Clearwater, Florida 33756 (727)-464 -8250 Anthony Shoemaker, Assistant County Administrator Hillsborough County 26d' Floor, County Center Tampa, Florida 33601 -1110 (813) 301 -7204 Paula Harvey, AICP, Director Hillsborough County Planning and Growth Management 601 East Kennedy Boulevard P.O. Box 1110 Tampa, Florida 33601 -1110 (813) 276 -8351 MEMORANDUM TO: Members of the Community Development Board FROM: Wayne M. Wells, AICP, Planner III DATE: October 21, 2008 RE: FLD2008- 05012, 2855 Gulf to Bay Boulevard To clarify the Staff recommendation, since Staff is not supporting a reduction to the setback and landscape buffer requirements along the east property line, the following underlined language is added: Based upon the above, the Planning Department recommends APPROVAL of the Flexible Development approval for the redevelopment of the overall 31.12 acre - property zoned Commercial (C) District, Office (0) District and proposed Medium High Density Residential (MHDR) District (companion rezoning Case No. REZ2008- 07007) to permit a total of 229 attached dwellings (Independent Living Units) (73 units existing to remain; 156 units proposed), a total of 40 nursing home beds (proposed) and a total of 170 beds of assisted living facility (94 beds existing to remain; 76 beds proposed); (A) In the Commercial (C) District with a lot area of 2.45 acres, a lot width of 200 feet along Gulf to Bay Boulevard (north) and a total of 210 feet along Cross Blvd, a front (north) setback along Gulf to Bay Blvd of four feet (to existing sign) and 28 feet (to existing pavement), a front (east) setback along Cross Blvd of one -foot (to existing pavement), a front (north) setback along Cross Blvd of 25 feet (to proposed guardhouse), a side (east) setback of five feet (to existing pavement), a side (west) setback of two feet (to existing pavement), a side (north) setback of zero feet (to existing pavement) and a building height of 81 feet (to roof deck of existing assisted living facility building), as a Comprehensive Infill Redevelopment Project in the Commercial (C) District, under the provisions of Section 2- 704.C; (B) In the proposed Medium High Density Residential (MHDR) District with a lot area of 28.33 acres, a lot width along Sky Harbor Drive of 282 feet, a reduction to the front (west) setback along Sky Harbor Drive from 25 to 21 feet (to existing building), a reduction to the side (west) setback at the southeast corner of the adjacent nursing home parcel from 10 to five feet (to proposed pavement), an increase to building height from 30 to 82 feet (to top of roof of proposed building) and a reduction to the required number of parking spaces from 583 to 426 parking spaces, as a Residential Infill Project under the provisions of Section 2- 304.G; and (C) Reductions to perimeter buffers along Cross Blvd (east) from 10 feet to one -foot (to existing pavement), along the west side from five to two feet (to existing pavement), along the north side from 10 feet to zero feet (to existing pavement) and at the southeast corner of the adjacent nursing home parcel from 10 feet to five feet (to proposed pavement), as a Comprehensive Landscape Program under the provisions of Section 3- 1202.G, and DENIAL of a reduction to the side (east) setback from 10 to five feet (to existing pavement ) and a reduction to the perimeter buffers along the east side from seven to five feet (to existing pavement), with the following conditions: Conditions of Approval: 1. That approval of this application is subject to the approval of the companion rezoning Case No. REZ2008- 07007; 2. That the final design and color of the building be consistent with the conceptual elevations approved by the CDB; 3. That a subdivision plat be required to be approved for any future division of this property into additional lots; 4. That the existing eight -story ALF building zoned Commercial District be limited to a maximum of 94 beds and the new building be limited to a maximum of 76 ALF beds and 40 nursing home beds; FLD2008 -05012 — Page 1 of 2 5. That, prior to the issuance of any permits, the applicant assist the City with resolving the address issue for the adjacent HarbourWood Nursing Home created by the gating of the subject property; 6. That approval of this application does not waive full compliance with the parking, landscaping or underground utility requirements for the ALF area zoned Commercial District and the northern and western areas where existing attached dwellings are being retained as part of this application, however, full compliance is expected when these existing areas are redeveloped in the future; 7. That landscaping that has died or been removed without approvals identified under Case No. CDC2008 -02198 be replaced as part of the construction of these improvements, unless it is determined by the Planning Department that replacement be initiated at an earlier date; 8. That, prior to the issuance of any permits, civil and landscape plans be revised to provide a 10 -foot wide setback and landscape buffer along the eastern property line; 9. That, prior to the issuance of building permits for the duplex buildings, mechanical equipment for these new duplex buildings be screened from view in accordance with Code requirements; 10. That existing overhead utilities serving buildings along the north and west sides of the site that are being retained under this proposal be placed underground when these areas are redeveloped; 11. That any freestanding signage be a monument -style sign, designed to match the exterior materials and colors of the building, and be limited to a maximum height of six feet; 12. That, prior to the issuance of any permits, the applicant resolve water, sewer and fire line issues with the Engineering and Fire Departments; 13. That, prior to the issuance of any permits, compliance with all requirements of General Engineering, Traffic Engineering and Stormwater Engineering be met; and 14. That any applicable Public Art and Design Impact Fee be paid prior to the issuance of any permits. S IPlanrang DepartmentlCD BIFLEX (FLD)IPendmg cases)Up for the next CDBIGutf to Bay 2855 Bella Terra on the Bay (C, 0& MDR) -1011 08 CDB - WWI Gulf to Bay 2855 Memo - Revised Staff Recommendation 10 2108 doe FLD2008 -05012 — Page 2 of 2 CDB Meeting Date: October 21, 2008 r 71� "Ai- N Case Number: FLD2008- 05012 C Agenda Item: D2 Owner /Applicant: BVG Acquisition Inc. Representative: Marc Mariano and Bryan Zarlenga, Tampa Bay Engineering Group Inc. Address: 2855 Gulf -to -Bay Boulevard CITY OF CLEARWATER PLANNING DEPARTMENT STAFF REPORT GENERAL INFORMATION: REQUEST: Flexible Development approval for the redevelopment of the overall 31.12 acre - property zoned Commercial (C) District, Office (0) District and proposed Medium High Density Residential (MHDR) District (companion rezoning Case No. REZ2008- 07007) to permit a total of 229 attached dwellings (Independent Living Units) (73 units existing to remain; 156 units proposed), a total of 40 nursing home beds (proposed) and a total of 170 beds of assisted living facility (94 beds existing to remain; 76 beds proposed); (A) In the Commercial (C) District with a lot area of 2.45 acres, a lot width of 200 feet along Gulf to Bay Boulevard (north) and a total of 210 feet along Cross Blvd, a front (north) setback along Gulf to Bay Blvd of four feet (to existing sign) and 28 feet (to existing pavement), a front (east) setback along Cross Blvd of one -foot (to existing pavement), a front (north) setback along Cross Blvd of 25 feet (to proposed guardhouse), a side (east) setback of five feet (to existing pavement), a side (west) setback of two feet (to existing pavement), a side (north) setback of zero feet (to existing pavement) and a building height of 81 feet (to roof deck of existing assisted living facility building), as a Comprehensive Infill Redevelopment Project in the Commercial (C) District, under the provisions of Section 2- 704.C; (B) In the proposed Medium High Density Residential (MHDR) District with a lot area of 28.33 acres, a lot width along Sky Harbor Drive of 282 feet, a reduction to the front (west) setback along Sky Harbor Drive from 25 to 21 feet (to existing building), a reduction to the side (east) setback from 10 to five feet (to existing pavement), a reduction to the side (west) setback at the southeast corner of the adjacent nursing home parcel from 10 to five feet (to proposed pavement), an increase to building height from 30 to 82 feet (to top of roof of proposed building) and a reduction to the required number of parking spaces from 583 to 426 parking spaces, as a Residential Infill Project under the provisions of Section 2- 304.G; and (C) Reductions to perimeter buffers along Cross Blvd (east) from 10 feet to one -foot (to existing pavement), along the east side from seven to five feet (to existing pavement), along the west side from five to two feet (to existing pavement), along the north side from 10 feet to zero feet (to existing pavement) and at the southeast corner of the adjacent nursing home parcel from 10 feet to five feet (to proposed pavement), as a Comprehensive Landscape Program under the provisions of Section 3- 1202.G. Community Development Board — October 21, 2008 FLD2008 -05012 — Page 1 of 1 CURRENT ZONING: Commercial (C) District, Office (0) District and Medium Density Residential (MDR) District (proposed to be rezoned to Medium High Density Residential [M1IDR] District under Case No. REZ2008- 07007) CURRENT FUTURE Commercial General (CG), Residential /Office General (R/OG) and LAND USE CATEGORY: Residential Medium (RM) PROPERTY USE: Current Use: 229 Attached Dwellings (Independent Living Units) and a 94 -bed Assisted Living Facility Proposed Use: 229 Attached Dwellings (Independent Living Units) (73 units existing to remain; 156 units proposed), a total of 40 Nursing Home beds (proposed) and a total of 170 beds of Assisted Living Facility (94 beds existing to remain; 76 beds proposed) EXISTING North: Commercial (C) District SURROUNDING Retail sales, restaurant and automobile service station uses ZONING AND USES: South: N/A Water (Tampa Bay) East: Commercial (C) and Medium Density Residential (MDR) Districts Restaurant, detached dwelling and vacant land West: Commercial (C), Medium High Density Residential (MHDR), Institutional (1) and Mobile Home Park (MHP) Districts Retail sales, nursing home, fire station and mobile home uses UPDATE: Due to an advertising error, the CDB continued this application from the September 16, 2008, to the October 21, 2008, CDB meeting. ANALYSIS: Site Location and Existing Conditions: The 31.12 total acres is generally located at 2855 Gulf -to -Bay Boulevard (south side of Gulf -to -Bay 'Boulevard between Cross Boulevard [east] and Sky Harbor Drive [west]). The overall site has three zoning districts, including 2.45 acres in the northeast corner of the site adjacent to Cross Boulevard zoned Commercial (C) District, 0.34 acres in the northwest corner of the site adjacent to Sky Harbor Drive zoned Office (0) District and the remaining 28.33 -acres zoned Medium Density Residential (MDR) District. The area that is zoned C District is currently developed with an eight -story, 94 -bed Assisted Living Facility (ALF) that will not be changed with this proposal. The area zoned O District is currently vacant land and the balance of the site, currently zoned MDR District, is developed with 62 single -story, attached dwelling buildings with a varying number of units in each building (total of 229 units) that have existed since the mid- 1960's. The site is heavily wooded. On December 14, 2001, the Community Development Board (CDB) approved Case No. FL 01- 10 -33, a request to Terminate the Status of Nonconformity for the existing 94 -bed ALF in the northeast corner of the subject property. The owners had anticipated selling off the northeast 2.45 acres with this ALF to a separate entity (which has not occurred). The adjacent HarbourWood Nursing Home was originally part of the subject property and has the same address as the subject property (2855 Gulf -to -Bay Boulevard). On April 21, 1994, City Council approved a Zoning Atlas Amendment (Case Number Z94 -02) to Multiple- Family Residential "Sixteen" Community Development Board — October 21, 2008 FLD2008 -05012 — Page 2 of 2 (RM -16) for this 2.71 -acre area to increase the allowable density to permit the construction of a 120 -bed nursing facility at this site. On January 5, 1996, the final site plan for Bayview Nursing Pavilion was approved which reflected the amended zoning district. Since then this facility functioned and operated with the approved density. With the adoption of the Community Development Code in January 21, 1999, the RM -16 zoning district was reclassified as the MDR District. The MDR District does not specifically authorize nursing homes as an allowable use in the District. As a result, the Bayview Nursing Pavilion became a nonconforming use. Intending to sell the nursing home to a separate entity, the owners requested a rezoning of the 2.71 -acre area from MDR District to MHDR District for the purpose of having the nursing home as a conforming use (permitted in the MHDR District) under Case No. Z 01 -05- 01. This was subsequently rezoned by City Council and later sold to a separate entity. Since this nursing home (now the HarbourWood Nursing Home) does not front on a public road, the nursing home is accessed by an access easement. There are also other easements that provide for utilities and drainage, as well as for signage at the entrance on Sky Harbor Drive. Those properties immediately adjacent to the north that are on the south side of Gulf -to -Bay Boulevard are zoned C District and are developed with a restaurant and retail sales uses. The property immediately west of the ALF building is zoned C District and is currently vacant. Properties to the north across Gulf - to -Bay Boulevard are zoned C District and are developed with a variety of commercial uses, including restaurants, retail sales, an automobile service station and vehicle sales. The property to the east across Cross Boulevard is developed with a restaurant adjacent to Gulf -to -Bay Boulevard (zoned C District). The balance of the adjacent property to the east is zoned MDR District and is primarily vacant, but does include three detached dwellings close to the water. Properties to the west are developed with retail sales uses (Clearwater Mall; zoned C District), a City Fire Station (zoned Institutional (1) District) and a mobile home park (zoned Mobile Home Park (MHP) District). Development Proposal: The proposal is to redevelop the site by replacing 44 of the existing 62 attached dwelling buildings with a new, state -of -the -art building that will provide high quality adult living services to its residents. The existing eight -story, 94 -bed ALF building in the northeast corner of the site (zoned C District) will be retained, as well as 18 of the existing attached dwelling buildings containing 73 units along the northern and western portions of the site. These existing buildings to be retained as part of this development proposal may be replaced in the future, but any future proposal will need to meet Codes in effect at that future time. The proposal includes the construction of a new building that will have 138 attached dwelling units, 76 ALF beds and 40 nursing home beds. The majority of the property is currently zoned MDR District, which does not permit nursing home uses. In order to permit the inclusion of the 40 nursing home beds within the new building, the applicant is requesting to rezone the area from MDR District to MHDR District, which permits nursing home uses (Case No. REZ2008- 07007). The development proposal includes a side setback reduction for that portion of the property requested to be rezoned to MHDR District along the east property line from 10 feet to five feet (to existing pavement) and on the west side at the southeast corner of the adjacent nursing home parcel from 10 to five feet (to proposed pavement). The proposal also includes a height increase from 30 to 82 feet for the new building and the construction of a total of nine duplex attached dwelling buildings along the southern portion of the site closer to the water (six duplex buildings) and just south of the existing ALF building (three duplex buildings). These duplex buildings will provide residents with the highest level of independent living and will include garage parking. The development proposal further includes the retention of the vehicular circulation pattern through the private drives generally as they presently exist, the gating of the property with a manned entry gate south of Cross Boulevard and the installation of gates on Cross Circle to the south of the HarbourWood Nursing Home and north of the drive that goes out to Sky Harbor Drive, as well as the relocation of Community Development Board — October 21, 2008 FLD2008 -05012 — Page 3 of 3 Loving Lane from south of the HarbourWood Nursing Home, where it presently exists on the HarbourWood Nursing Home property, to south of the HarbourWood Nursing Home property. The development proposal's compliance with the various development standards of the Community Development Code (CDC) is discussed below. Densi : Pursuant to CDC Section 2- 701.1, the maximum residential density for properties with a designation of Commercial General (CG) land use is 24 dwelling units per acre. Pursuant to CDC Section 2- 1001.1, the maximum residential density for properties with a future land use plan designation of Residential /Office General (R/OG) is 15 dwelling units per acre. Finally, pursuant to CDC Section 2- 401.1, the maximum residential density for properties with a future land use plan designation of Residential Medium (RM) is 15 dwelling units per acre. Based on the size of each land use area of the site, a maximum of 487 dwelling units are possible on this overall site. When ALF and nursing home beds are equated to dwelling units (70 units), coupled with the existing/proposed 229 attached dwellings, a total of 299 dwelling units are proposed under this proposal, which is consistent with the Countywide Future Land Use Plan with regard to the maximum allowable density. Impervious Surface Ratio (I.S.R.): Pursuant to CDC Section 2- 701.1, the maximum allowable I.S.R. in the Commercial General (CG) category is 0.95. Pursuant to Section 2- 1001.1 (Residential /Office General [R/OG] category) and Section 2 -401.1 (Residential Medium [RM] category) of the Community Development Code, the maximum allowable I.S.R. in these two land use categories is 0.75. The overall existing I.S.R. is 0.382, while the proposed I.S.R. is 0.431 (based on the overall land area with CG, R/OG and RM land use categories), which is consistent with the Code provisions. Minimum Lot Area and,Width: Pursuant to CDC Table 2 -704 (C District), there is no minimum lot area and width for a Comprehensive Infill Redevelopment Project use. Comparatively, for those uses listed in CDC Table 2 -704, the minimum lot area ranges from a low of 3,500 square feet to as much as 40,000 square feet, while the minimum lot width ranges from a low of 30 feet to as much as 200 feet. That portion of the subject property zoned C District is approximately 106,722 square feet (2.45 acres) in area and has a lot width of 200 feet along Gulf -to -Bay Boulevard (north) and a total of 210 feet along Cross Boulevard. The lot area and lot width for this portion of the proposal is consistent with these Code provisions. Likewise, pursuant to CDC Table 2-404 (MHDR District), there is no minimum lot area or lot width for a Residential Infill Project use. Comparatively, for uses listed in CDC Table 2-404, the minimum lot area is generally 15,000 square feet, while the minimum lot width is generally 150 feet. For that portion of the property proposed to be rezoned to MDR District, this is 28.33 acres in area with a lot width along Sky Harbor Drive of 282 feet. The lot area and lot width for this portion of the proposal is consistent with these Code provisions. It should be noted that the selling off of the 2.71 -acre nursing home area did not trigger the requirement to file a subdivision plat, as a subdivision is the division of a lot into three or more lots. However, should there be a desire to sell off another portion of the property, a subdivision plat will be required to be filed and approved by the City (such as the possibility of selling off the area containing the high -rise ALF commercially -zoned portion of this site). Minimum Setbacks: Due to the value of the proposed improvements, in accordance with CDC Section 3- 1401.B.3, the subject property must be brought into full compliance with the parking requirements of the Code, which includes required setbacks. Pursuant to CDC Table 2 -704 (C District), there are no required setbacks for a Comprehensive Infill Redevelopment Project use. However, from a comparative standpoint, for those uses in CDC Table 2 -704, the minimum front setback ranges between 15 — 25 feet, Community Development Board — October 21, 2008 FLD2008 -05012 — Page 4 of 4 the minimum side setback ranges between 0 — 10 feet and the minimum rear setback ranges between 10 — 20 feet. An ALF use is not listed in the C District, and although its status as a nonconforming use was terminated through Case No. FL 01 -10 -33 in 2001, there are no comparative setbacks for an ALF in the C District. The proposal includes a front (north) setback along Gulf -to -Bay Boulevard of four feet (to existing sign) and 28 feet (to existing pavement), a front (east) setback along Cross Boulevard of one -foot (to existing pavement), a front (north) setback along Cross Boulevard of 25 feet (to proposed guardhouse), a side (east) setback of five feet (to existing pavement), a side (west) setback of two feet (to existing pavement) and a side (north) setback of zero feet (to existing pavement). With the exception of the proposed guardhouse, which has been designed to be set back 25 feet from the front property line at Cross Boulevard, all setbacks are to existing improvements (sign or pavement). Along the eastern property line, the site abuts an existing restaurant. The side setback to pavement within the Commercial District along the east property line south of Cross Boulevard should follow the side setback the CDB approves for the proposed MHDR District area (see discussion below). Likewise, pursuant to CDC Table 2-404 for the proposed MHDR District, required setbacks -for a Residential Infill Project use are 10 — 25 feet front, 0 — 10 feet side, and 0 — 15 feet rear. The proposal includes a reduction to the front (west) setback along Sky Harbor Drive from 25 to 21 feet (to existing building), a reduction to the side (east) setback from 10 to five feet (to existing pavement) and a reduction to the side (west) setback at the southeast corner of the adjacent nursing home parcel from 10 to five feet (to proposed pavement). The applicant is not proposing to redevelop the northern area at this time. The request to reduce the front setback adjacent to Sky Harbor Drive to 21 feet recognizes the existing location of the attached dwelling building. Adequate buffering exists at this location to this building to mitigate any negative impacts. Along the eastern property line, the site abuts an existing detached dwelling on primarily vacant property. The existing pavement of the internal drive for this property is located five feet from the eastern property line. The proposal includes the installation of a six -foot high decorative fence as well as the installation of landscaping for buffering purposes within this existing five -foot wide area. The applicant is requesting a reduction to the required side setback to the existing five feet along this eastern property line. It should be noted that under the existing Medium Density Residential (MDR) District the side setback is only five feet. The increase to the required side setback of 10 feet, and the resultant request to reduce the side setback to five feet along this east side property line, is a result of the applicant's request to rezone this portion of the property to MHDR District to permit the nursing home component. While there exist established trees in close proximity to this eastern property line and pavement, it is Staff's determination that the 10 -foot setback along this eastern property line can be provided due to the requirement to meet current Code requirements. Staff does acknowledge that the roadway has existed at this location at the five -foot setback since the mid- 1960's and has not caused any negative impacts to- date (without the buffer landscaping proposed with this application). In order to provide the full 10 -f6ot setback, the existing roadway and parking area on the west side of the roadway would need to be moved westward five feet. While there will be impacts to existing trees on both the east and west side of this roadway, these impacts are not severe enough to damage the adjacent existing trees. As such, Staff cannot support the requested reduction to the side setback at this location along this eastern property line. The proposal includes a reduction to the side (west) setback at the southeast corner of the adjacent nursing home parcel from 10 to five feet (to proposed pavement) due to the proposed realignment of Loving Lane. A six -foot high decorative fence and extensive landscaping is proposed adjacent to the HarbourWood Nursing Home. Staff does not have an issue with the reduction to the side setback at this location. In the future, the applicant intends to redevelop the existing ALF area, zoned C District, in the northeast corner of the site and the northern and western portion of the site where existing attached dwellings are Community Development Board — October 21, 2008 FLD2008 -05012 — Page 5 of 5 presently being retained. These existing areas have structures close to property lines not meeting required setbacks. Staff does not generally have a problem with not bringing some of these existing areas into full compliance with required setbacks at this time, but expects full compliance in the future when these areas are redeveloped. Maximum Building Height: Pursuant to CDC Table 2-404, the allowable height for a Residential Infill Project is 30 feet, but this height may be varied based on compliance with the Residential Infill Project criteria. The proposal includes a height increase from 30 to 82 feet. This site has substantial changes in existing grades. The applicant has calculated the average contour level for this site at 12 feet. The proposed building is primarily a four -story building. Due to slopes on this site, the east side of the building will have a garden level, which will be five stones on this side of the building. A portion of the west side of the building is designed with only three floors. The overall height of 82 feet is also measured to the highest top of towers for the new building. From the average grade level, the building is 70.5 feet to the top of the parapet roof. Some of the towers above the roof are for elevators, stairs and mechanical rooms (which by Code may be a maximum of 16 feet above the flat roof), while others are purely decorative. The adjacent HarbourWood Nursing Home is two stories in height and the commercial uses along Gulf - to -Bay Boulevard are generally one -story in height. The detached dwelling to the east of the property is one -story in height and the mobile homes to the west of this site are also one -story in height. The adjacent fire station appears more as a two -story building due to the height necessary for the fire trucks. As stated earlier, the existing ALF building on this site is a total of eight- stories, although it would be viewed from Gulf -to -Bay Boulevard as seven stories. The existing ALF building is 81 feet in height to the flat roof deck. With the grade changes of the site, where the highest grades are close to Gulf -to -Bay Boulevard, coupled with the existing commercial buildings fronting on Gulf -to -Bay Boulevard screening views of the proposed building, the impact of this building will not appear as tall as it is advertised. The location of the building is more toward the middle to southern portion of the site, further reducing the height impacts from Gulf -to -Bay Boulevard. Staff finds the proposed new building compatible with the surrounding uses and the heights of these adjacent uses. Minimum Off - Street Parking: Pursuant to CDC Table 2-404, the minimum off - street parking required for Residential Infill Projects is two spaces per dwelling unit, but the standard is a guideline that may be varied based on the Residential Infill Project criteria of Section 2- 404.F. The proposal includes a total of 229 attached dwelling units (independent living units) and a total of 116 new beds within the ALF and nursing home. These ALF and nursing beds equate to 39 dwellings based on conversion ratio of three beds equaling one dwelling unit. The 229 attached dwelling units and 39 equivalent dwelling units for the ALF and nursing home beds total 268 units. At two spaces per dwelling unit, a total of 536 parking spaces are required for the residentially zoned area. At a comparative parking ratio of one off - street parking space for each two beds in the ALF in the C District (94 existing beds), there are an additional 47 off - street parking spaces required. For all uses on the subject property, there are a total of 583 required off - street parking spaces. The development proposal includes a reduction to the required number of off - street parking spaces from 583 to 426. The applicant has submitted a Parking Sufficiency Study that has analyzed the existing conditions and the proposed development, relating to parking demand. There are a total of 307 existing parking spaces serving the existing 229 attached dwelling units and 94 ALF beds in the high -rise structure at the northeast corner of the site. The proposal includes a total of 426 off - street parking spaces to support all of the end -users of the site (existing to remain and new units). Based upon the existing number of beds and dwelling units, as compared to the proposed number of beds and dwelling units, a total of 505 off - street parking spaces would be required by current Code for the existing conditions, versus a total of 583 off - street parking spaces for the proposed conditions. The Study indicates that the Community Development Board — October 21, 2008 FLD2008 -05012 — Page 6 of 6 existing parking provided in close proximity to the existing uses of the site is 0.49 spaces per bed for the existing ALF and 0.87 spaces per dwelling unit for the attached dwellings. With the proposal, the proposed off - street parking for the existing ALF will remain at 0.49 spaces per bed, proposed off - street parking for the attached dwellings to remain in the northern and western portions of the site not being redeveloped will have 1.15 spaces per dwelling unit, proposed parking for the proposed nursing home and ALF beds will have 0.50 spaces per bed and the new attached dwellings will have 1.52 spaces per dwelling unit. The Study also analyzed parking needs for a similar senior living facility in Gainesville, Florida, and based upon the Institute of Traffic Engineer's Parking Generation, 3'd Edition. The Study concludes that these comparative analyses confirm that the parking provided under this proposal will exceed the parking demands for residents, guests and facility staff. Planning Staff agrees with the findings of the Parking Sufficiency Study. The existing development fronts on Gulf -to -Bay Boulevard, Cross Boulevard and Sky Harbor Drive. Cross Boulevard extends only 150 feet south of Gulf -to -Bay Boulevard and dead ends into this development. Cross Boulevard provides access to the parking area north of the existing ALF building and access to the Village Inn Restaurant at the southeast corner of this intersection. Cross Boulevard otherwise continues southerly onto the subject property as a private drive (Cross Circle). Cross Circle provides access to units around the perimeter of the property, including the HarbourWood Nursing Home, and to Sky Harbor Drive. An interior drive (Loving Lane) bifurcates the property to the east and south of the HarbourWood Nursing Home. The proposal includes retaining the vehicular circulation pattern through the private drives in their basic locations as they presently exist as well as gating the property with a manned entry gate south of Cross Boulevard, and relocating Loving Lane from south of the HarbourWood Nursing Home, where it presently exists on the HarbourWood Nursing Home property, to south of the HarbourWood Nursing Home property. This relocation will convert the existing Loving Lane on the south side of the HarbourWood Nursing Home into a dead end drive. The proposal also includes the installation of gates on Cross Circle to the south of the HarbourWood Nursing Home and on Cross Circle north of the drive that goes out to Sky Harbor Drive. The installations of these gates continue to provide access for the HarbourWood Nursing Home from Sky Harbor Drive. However, access from Cross Boulevard to the HarbourWood Nursing Home will be severed. As stated earlier, the HarbourWood Nursing Home and Bayview Gardens developments share the same 2855 Gulf -to -Bay Boulevard = address. There do exist building permit issues due to both properties having the same address. Either the address for the HarbourWood Nursing Home or the address for the subject property should be changed to eliminate this confusion. However, changing the address for the HarbourWood Nursing Home poses significant operational issues for the nursing home due to Medicare payment schedules and regulations, as an address change means Medicare payments would be halted for approximately three months. During this time the address is being approved and changed by Medicare, the nursing home would need to float their operating cost by the nursing -home, placing a significant burden on the owners /management of the HarbourWood Nursing Home. This address issue continues to be unresolved. Staff has recommended a condition of approval that this address issue be acceptably resolved prior to the issuance of any permits for this project. Mechanical Equipment: Pursuant to CDC Section 3- 201.D.1, all outside mechanical equipment must be screened so as not to be visible from public streets and/or abutting properties. The applicant is proposing mechanical equipment to be located on the flat roof of the new building, where parapet roofs will screen such mechanical equipment. The location of mechanical equipment for the nine new duplex units is not indicated on the plans, but may be expected to be located on the ground. The mechanical equipment for these duplex units must be screened from view in accordance with Code requirements and should be included as a condition of approval. Based upon the above, the development proposal is consistent with the Code with regard to screening of outdoor mechanical equipment. Community Development Board — October 21, 2008 FLD2008 -05012 — Page 7 of 7 Sight Visibility Triangles: Pursuant to CDC Section 3- 904.A, to minimize hazards at the driveway intersection with Gulf -to -Bay Boulevard, no structures or landscaping may be installed which will obstruct views at a level between 30 inches above grade and eight feet above grade within 20 -foot sight visibility triangles. The proposed site and landscape design meets this requirement. Utilities: Pursuant to CDC Section 3 -911, for development that does not involve a subdivision, all utilities, including individual distribution lines, shall be installed underground unless such undergrounding is not practicable. The civil site plan for this proposal indicates that all on -site electric and communication lines for the new building will be placed underground in conformance with this Code requirement. Existing overhead utilities for the buildings along the north and west sides being retained will remain overhead until these areas are redeveloped. Landscaping_ Pursuant to CDC Section 3- 1202.D.1, this site is required a 15 -foot wide landscape buffer along Gulf -to -Bay Boulevard, a 10 -foot wide landscape buffer along both Cross Boulevard and Sky Harbor Drive, a 10 -foot wide buffer (or seven -foot wide with a decorative fence /wall) adjacent to nonresidential uses and a 10 -foot buffer adjacent to attached dwellings or like uses. This proposal includes reductions to perimeter buffers along Cross Boulevard (east) from 10 feet to one -foot (to existing pavement), along the east side from seven to five feet (to existing pavement), along the west side from five to two feet (to existing pavement), along the north side from 10 feet to zero feet (to existing pavement) and at the southeast corner of the adjacent nursing home parcel from 10 feet to five feet (to proposed pavement). Due to the deteriorating condition of the attached dwelling buildings on this campus, the redevelopment of this site has been crafted from a site and building design to maintain site roadway circulation in their current locations to minimize loss of tree canopy. The site is heavily wooded with primarily oaks. Instead of creating many buildings across this campus similar to what exists, the applicant has chosen to create one new building with multiple stories to minimize the impacts on these existing trees. While there will be efficiency from a building standpoint to having the residents'in one building, there is also site efficiency with this design by minimizing the building footprint on the site. Parking areas for the new building will be landscaped to meet Code requirements. Due to the value of the proposed improvements, in accordance with CDC Section 3- 1202.A.3, the subject property must be brought into full compliance with the landscape requirements of the Code. The proposal,is to construct a new building with the new parking areas meeting those landscape requirements. There are existing areas of the site that are not proposed for redevelopment where landscaping does not meet these current Codes. In the future the applicant intends to redevelop the existing ALF area, zoned C District, in the northeast corner of the site and the northern and western portion of the site where existing attached dwellings are being retained. These existing areas have structures close to property lines within required buffers. The applicant is enhancing landscaping along the frontages adjacent to Gulf -to -Bay Boulevard and Sky Harbor Drive, as these areas are those viewed by the traveling public along these roadways. Staff does not generally have a problem with not bringing some of these existing areas into full compliance at this time, but expects full compliance in the future when these areas are redeveloped. Adjacent to Gulf -to -Bay Boulevard, the existing parking lot for the ALF building is set back 28 feet from the front property line, exceeding the 15 -foot required landscaped buffer. This existing parking lot is screened from view of Gulf -to -Bay Boulevard and Cross Boulevard by a six -foot high masonry wall. Existing landscaping on the outside of this screen wall is being enhanced along Gulf -to -Bay Boulevard, as this is the primary entrance to this property. Since the pavement of this parking lot exists one -foot off the front property line of Cross Boulevard, the request includes a reduction to the required 10 -foot landscape buffer along this roadway, as there is little area for enhanced landscaping. The existing hedge on the outside of the screen wall is being retained. Likewise, this existing parking lot is located two feet from the west property line, encroaching into the required five -foot perimeter buffer. There is an existing Community Development Board — October 21, 2008 FLD2008 -05012 — Page 8 of 8 hedge and other landscaping on the west side of this parking lot. The property to the west of this existing parking lot is currently vacant (except for a billboard). Along the eastern property line, the site abuts an existing restaurant and primarily vacant property zoned for attached dwellings. A 10 -foot wide perimeter buffer, or seven -foot wide with a decorative fence /wall, is required along this eastern property line adjacent to nonresidential uses. Adjacent to attached dwellings or like uses (which Staff is considering the primarily vacant property to the east), a 10 -wide perimeter buffer is required. The existing pavement of the internal drive for this property is located five feet from the eastern property line. The proposal includes the installation of a six -foot high decorative fence as well as the installation of a continuous hedge and trees (planted where there are gaps within the existing tree canopy) within this existing five -foot wide area along the east property line. The applicant is requesting a reduction to the required buffer along this property line from seven feet adjacent to the restaurant and from 10 feet for the primarily vacant property to the existing five -foot width. Any decision by the CDB regarding the buffer width along the east property line should be made in concert with the decision on the required side setback along this eastern property line (see also discussion under "Minimum Setbacks" above). While there exist established trees in close proximity to this eastern property line and pavement, it is Staff's determination that the seven -foot wide and 10 -foot wide buffer (and side setback to pavement) along this eastern property line can be provided. Staff does acknowledge that the roadway has existed at this location at a five -foot distance since the mid- 1960's and has not caused any issues to -date. In order to provide the full seven -foot wide and 10 -foot wide buffer, the existing roadway and parking area on the west side of the roadway would need to be moved westward two to five feet (depending on the decision regarding the required side setback to be applied). While there will be impacts to existing trees on both the east and west side of this roadway, these impacts are not severe enough to damage the adjacent existing trees. As such, Staff cannot support the requested reduction to the perimeter buffer at this location along this eastern property line. Any approval of this application should include a condition requiring the full seven -foot and 10 -foot wide buffer along this eastern property line. The applicant is enhancing the perimeter buffer along the western property line adjacent to the City's Fire Station, HarbourWood Nursing Home and the mobile home park. The required 10 -foot wide buffer is being maintained along this western property line, except in one location. The proposal includes a reduction to the perimeter buffer from 10 to five feet at the southeast corner of the adjacent nursing home parcel for the realignment of Loving Lane. A six -foot high decorative fence is proposed adjacent to the HarbourWood Nursing Home. Extensive landscaping is proposed along the common property line with the nursing home. An existing six -foot chain link fence along the west property line adjacent to the mobile home park will be retained and extensive landscaping installed as part of the perimeter buffer to screen views of adjacent buildings and parking spaces. Staff does not have any issues with the reduction to the buffer width at this location. As part of the City's landscape re- inspection process, landscape materials have died or been removed without permits and have not been replaced to comply with approved landscape plans on file with the City, as identified under Case No. CDC2008- 02198. Replacement of these landscape materials will be required as part of the proposed construction of the improvements under this proposal, unless it is determined by the Planning Department that replacement should be initiated at an earlier date. Solid Waste: With this redevelopment proposal, the applicant is proposing a compactor solid waste dumpster within an enclosure on the west side of the new building as part of the loading area. Trash throughout the campus will be collected by maintenance employees and disposed in the compactor. The proposal has been found to be acceptable by the City's Solid Waste Department. Community Development Board — October 21, 2008 FLD2008 -05012 — Page 9 of 9 Signanage: The subject property currently includes a monument - style, freestanding sign on Gulf -to -Bay Boulevard west of Cross Boulevard and a monument - style, freestanding sign within a landscape median within the entrance driveway at Sky Harbor Drive. These signs are intended to be retained, but with a face change to reflect the name change to Bella Terra on the Bay. Environmental Features: The site contains a tidal inlet/creek that is located at the southeast corner of the property, actually extending onto the property to the east, and meandering northward through the site to the west of the existing ALF building. This environmental feature of the site is located within FEMA flood zone AE. No residential building, existing or proposed, is located within the FEMA Flood Zone AE. Additionally, no assisted living facility or nursing home beds are located within a designated Coastal Storm Area nor the area inundated by a category two hurricane. The applicant is providing the required wetland buffers along this tidal inlet/creek. Water /Sewer: The applicant needs to continue to work with the Engineering and Fire Departments to resolve water, sewer and fire line issues. There are issues with the water distribution system that may develop stagnation problems and looping the water main through the site to Sky Harbor Drive may resolve these issues. The proposal includes sanitary sewer lines designed under stormwater ponds, which is not desired. Additionally, a looped unrestricted water line for fire hydrants is necessary for this site. Prior to the issuance of any permits, the applicant must resolve these issues with the Engineering and Fire Departments. Code Enforcement Analysis: There is an active Code Enforcement case for this property dealing with noncompliant landscaping (CDC2008- 02198). Any approval of this application will require the installation of landscaping to bring the site back into compliance. Community Development Board — October 21, 2008 FLD2008 -05012 —Page 10 of 10 COMPLIANCE WITH STANDARDS AND CRITERIA: The following table depicts the consistency of the development proposal with the standards and criteria as per CDC Sections 2 -701.1 and 2 -401.1 and Tables 2 -704 and 2-404: Based on Comprehensive Infill Redevelopment Project and Residential Infll Project standards See analysis in Staff Report Commumty Development Board — October 21, 2008 FLD2008 -05012 — Page 11 of 11 Standard Proposed Consistent inconsistent Density 24 dwelling units per acre to CG land 299 dwelling units X use; 15 dwelling units per acre in R/OG and RM land use categories (maximum of 487 dwelling units) I.S.R. 0 95 in CG land use, 0.75 in R/OG and 0 431 overall X RM land use categories Minimum N /A' C District: 2 45 acres; X Lot Area MHDR (proposed) and O Distncts: 28.33 acres Minimum N /A' Gulf -to -Bay Blvd. 200 feet X Lot Width Cross Blvd 210 feet (total) Minimum Front: Setbacks C Distnct N /A' Gulf -to -Bay Blvd (north): X2 4 feet (to existing sign); and 28 feet (to existing pavement) Cross Blvd (east) 1 -foot (to existing pavement) Cross Blvd (north): 25 feet (to proposed guardhouse) MHDR District: 10 = 25 feet' Sky Harbor Drive (west): X2 21 feet (to existing building) Side. C District: N /A' East X2 5 feet (to existing pavement) West: 2 feet (to existing pavement) North- Zero feet (to existing pavement) MHDR District 0 — 10 feet' East X2 5 feet (to existing pavement) North: 23 feet (to existing building) West- 10 feet (to existing building; and 5 feet (to pavement) Rear: C District: N /A' N/A (part of applicant's property - no X separate lots) MHDR District: 0 — 15 feet' 72 feet (to building) X Maximum C District N /A' 81 feet (to roof deck of existing ALF X2 Height building) MHDR District 30 feet' 82 feet (measured to the highest top X2 of towers for the new building) Minimum Two spaces per dwelling unit 426 parking spaces X2 Off - Street (total of 583 required parking spaces)' Parking I Based on Comprehensive Infill Redevelopment Project and Residential Infll Project standards See analysis in Staff Report Commumty Development Board — October 21, 2008 FLD2008 -05012 — Page 11 of 11 COMPLIANCE WITH FLEXIBILITY CRITERIA: The following table depicts the consistency of the development proposal with the Flexibility criteria as per CDC Section 2 -704.0 (Comprehensive Infill Redevelopment Project): Consistent I Inconsistent I. The development or redevelopment is otherwise impractical without deviations from X the use and/or development standards set forth in this zoning district. 2. The development or redevelopment will be consistent with the goals and policies of X the Comprehensive Plan, as well as with the general purpose, intent and basic planning objectives of this Code, and with the intent and purpose of this zoning district. 3. The development or redevelopment will not impede the normal and orderly X development and improvement of surrounding properties 4. Adjoining properties will not suffer substantial detriment as a result of the proposed X development 5. The proposed use shall otherwise be permitted by the underlying future land use X category, be compatible with adjacent land uses, will not substantially alter the essential use characteristics of the neighborhood, and shall demonstrate compliance with one or more of the following objectives- a. The proposed use is permitted in this zoning district as a minimum standard, flexible standard or flexible development use; b The proposed use would be a significant economic contributor to the City's economic base by diversifying the local economy or by creating jobs; c. The development proposal accommodates the expansion or redevelopment of an existing economic contributor; d The proposed use provides for the provision of affordable housing; e. The proposed use provides for development or redevelopment in an area that is characterized by other similar development and where a land use plan amendment and rezoning would result in a spot land use or zoning designation; or f The proposed use provides for the development of a new and/or preservation of a working waterfront use. - 6. Flexibility with regard to use, lot width, required setbacks, height and off - street X parking are justified based on demonstrated compliance with all of the following design objectives a. The proposed development will not impede the normal and orderly development and improvement of the surrounding properties for uses permitted in this zoning district; b. The proposed development complies with applicable design guidelines adopted by the City; c The design, scale and intensity of the proposed development supports the established or emerging character of an area; d. In order to form a cohesive, visually interesting and attractive appearance, the proposed development incorporates a substantial' number of the following design elements ❑ Changes in horizontal building planes, ❑ Use of architectural details such as columns, cornices, stnngcourses, pilasters, porticos, balconies, railings, awnings, etc ; ❑ Variety in materials, colors and textures, ❑ Distinctive fenestration patterns, ❑ Building stepbacks; and ❑ Distinctive roofs forms. e The proposed development provides for appropriate buffers, enhanced landscape design and appropriate distances between buildings 1 See analysts in Staff Report Community Development Board — October 21, 2008 FLD2008 -05012 — Page 12 of 12 COMPLIANCE WITH FLEXIBILITY CRITERIA: The following table depicts the consistency of the development proposal with the Flexibility criteria as per CDC Section 2 -404.F (Residential Infill Project): i See analysis in Staff Report COMPLIANCE WITH GENERAL STANDARDS FOR LEVEL TWO APPROVALS: The following table depicts the consistency of the development proposal with the General Standards for Level Two Approvals as per CDC Section 3 -913: Consistent I Inconsistent 1. The proposed development of the land will be in harmony with the scale, bulk, Consistent Inconsistent 1. The development or redevelopment of the parcel proposed for development is X otherwise impractical without deviations from one or more of the following: X intensity, other development standards 2. The development of the parcel proposed for development as a residential infill X project will not materially reduce the fair market value of abutting properties. 3. The uses within the residential mfill project are otherwise permuted to the district X 4. The uses within the residential mfill project are compatible with adjacent lands uses X 5. The development of the parcel proposed for development as a residential mfill X project will upgrade the immediate vicinity of the parcel proposed for development. X 6 The design of the proposed residential mfill project creates a form and function which enhances the community character of the immediate vicinity of the parcel proposed for development and the City of Clearwater as a whole. 7. Flexibility in regard to lot width, required setbacks, height and off - street parking are X justified by the benefits to community character and the immediate vicinity of the parcel proposed for development and the City of Clearwater as a whole i See analysis in Staff Report COMPLIANCE WITH GENERAL STANDARDS FOR LEVEL TWO APPROVALS: The following table depicts the consistency of the development proposal with the General Standards for Level Two Approvals as per CDC Section 3 -913: Consistent I Inconsistent 1. The proposed development of the land will be in harmony with the scale, bulk, X coverage, density and character of adjacent properties in which it is located. 2. The proposed development will not hinder or discourage development and use of X adjacent land and buildings or significantly impair the value thereof. 3 The proposed development will not adversely affect the health or safety of persons X residing or working in the neighborhood. 4. The proposed development is designed to minimize traffic congestion X 5. The proposed development is consistent with the community character of the X immediate vicinity. 6. The design of the proposed development minimizes adverse effects, including X visual, acoustic and olfactory and hours of operation impacts on adjacent properties i See analysis in Staff Report SUMMARY AND RECOMMENDATION: The Development Review Committee (DRC) reviewed the application and supporting materials at its meetings of June 5, 2008, and August 7, 2008, and deemed'the development proposal to be sufficient to move forward to the Community Development Board (CDB), based upon the following findings of fact and conclusions of law: Findings of Fact. The Planning Department, having reviewed all evidence submitted by the applicant and requirements of the Community Development Code, finds that there is substantial competent evidence to support the following findings of fact: Community Development Board — October 21, 2008 FLD2008 -05012 — Page 13 of 13 1. The 31.12 total acres is located generally at 2855 Gulf -to -Bay Boulevard (south side of Gulf -to -Bay Boulevard between Cross Boulevard [east] and Sky Harbor Drive [west]); 2. The overall site has three zoning districts, including 2.45 acres in the northeast corner of the site adjacent to Cross Boulevard zoned Commercial (C) District, 0.34 acres in the northwest corner of the site adjacent to Sky Harbor Drive zoned Office (0) District and the 28.33 -acre balance zoned Medium Density Residential (MDR) District; 3. There is a companion request to rezone the MDR District to Medium High Density Residential (MHDR) District under REZ2008 -07007 to permit the nursing home beds desired under this proposal; 4. The area zoned Commercial District is currently developed with an eight -story, 94 -bed Assisted Living Facility (ALF), which is not proposed to be changed. The area zoned Office District is currently vacant land with no buildings located on it. The balance of the site currently zoned MDR District is developed with 62 one -story, attached dwelling buildings with varying number of units in each building (total of 229 units) that have existed since the mid- 1960's; 5. The existing eight -story, 94 -bed ALF building in the northeast corner of the site (zoned Commercial District) will be retained with this proposal, as well as 18 of the existing attached dwelling buildings containing 73 units along the northern and western portions of the site; 6. The proposal includes the construction of a new building that will have 138 attached dwelling units, 76 ALF beds and 40 nursing home beds; 7. The proposal includes a height increase from 30 to 82 feet for the new building. This site has substantial changes in existing grades with the average contour level for this site at 12 feet. The overall height of 82 feet is measured to the highest top of towers for the new building. From the average grade level, the building is 70.5 feet to the top of the parapet roof, 8. The proposal also includes the construction of nine duplex attached dwelling buildings along the southern portion of the site closer to the water and just south of the existing ALF building; 9. In the Commercial District, there are no required setbacks for a Comprehensive Infill Redevelopment Project use; 10. The proposal includes a front (north) setback along Gulf -to -Bay Blvd of four feet (to existing sign) and 28 feet (to existing pavement), a front (east) setback along Cross Blvd of one -foot (to existing pavement), a front (north) setback along Cross Blvd of 25 feet (to proposed guardhouse), a side (east) setback of five feet (to existing pavement), a side (west) setback of two feet (to existing pavement) and a side (north) setback of zero feet (to existing pavement); 11. In the proposed MHDR District, required setbacks for a Residential Infill Project use are 10 — 25 feet front, 0 — 10 feet side and 0 — 15 feet rear. The proposal includes a reduction to the 'front (west) setback along Sky Harbor Drive from 25 to 21 feet (to existing building), a reduction to the side (east) setback from 10 to five feet (to existing pavement) and a reduction to the side (west) setback at the southeast corner of the adjacent nursing home parcel from 10 to five feet (to proposed pavement); 12. The proposed change to the zoning of the property to MHDR District to permit the nursing home beds within the proposed new building increases the side setback to 10 feet, whereas the existing MDR District side setback is five feet; 13. The minimum required parking for Residential Infill Projects is two parking spaces per dwelling unit, but the standard is a guideline that may be varied based on the Residential Infill Project criteria of Section 2- 4041; 14. For all uses on the subject property, the number of overall required spaces totals 583 parking spaces. The proposal includes a reduction to the required number of parking spaces from 583 to 426 parking spaces. The applicant has submitted a Parking Sufficiency Study that has analyzed the existing conditions and the proposed development relating to parking demand; 15. This site is required a 15 -foot wide landscape buffer along Gulf -to -Bay Boulevard, a 10 -foot wide landscape buffer along Cross Boulevard and Sky Harbor Drive, a 10 -foot wide buffer (or seven -foot Community Development Board — October 21, 2008 FLD2008 -05012 — Page 14 of 14 wide with a decorative fence /wall) adjacent to nonresidential uses and a 10 -foot buffer adjacent to attached dwellings or like uses; 16. This proposal includes reductions to perimeter buffers along Cross Blvd (east) from 10 feet to one -foot (to existing pavement), along the east side from seven to five feet (to existing pavement), along the west side from five to two feet (to existing pavement), along the north side from 10 feet to zero feet (to existing pavement) and at the southeast corner of the adjacent nursing home parcel from 10 feet to five feet (to proposed pavement); 17. There is an active Code Enforcement case for this property dealing with noncompliant landscaping (CDC2008- 02198). Conclusions of Law. The Planning Department, having made the above findings of fact, reaches the following conclusions of law: 1. That the development proposal is consistent with the Standards as per Sections 2 -701.1 and 2 -401.1 and Tables 2 -704 and 2-404 of the Community Development Code; 2. That the development proposal is consistent with the Flexibility criteria as per Section 2 -704.0 of the Community Development Code; 3. That the development proposal is consistent with the Flexibility criteria as per Section 2 -404.F of the Community Development Code; 4. That the development proposal is consistent with the General Standards for Level Two Approvals as per Section 3 -913 of the Community Development Code; and 5. The proposal is compatible with the adjacent land uses. Based upon the above, the Planning Department recommends APPROVAL of the Flexible Development approval for the redevelopment of the overall 31.12 acre - property zoned Commercial (C) District, Office (0) District and proposed Medium High Density Residential (MHDR) District (companion rezoning Case No. REZ2008- 07007) to permit a total of 229 attached dwellings (Independent Living Units) (73 units existing to remain; 156 units proposed), a total of 40 nursing home beds (proposed) and a total of 170 beds of assisted living facility (94 beds existing to remain; 76 beds proposed); (A) In the Commercial (C) District with a lot area of 2.45 acres, a lot width of 200 feet along Gulf to Bay Boulevard (north) and a total of 210 feet along Cross Blvd, a front (north) setback along Gulf to Bay Blvd of four feet (to existing sign) and 28 feet (to existing pavement), a front (east) setback along Cross Blvd of one -foot (to existing pavement), a front (north) setback along Cross Blvd of 25 feet (to proposed guardhouse), a side (east) setback of five feet (to existing pavement), a side (west) setback of two feet (to existing pavement), a side (north) setback of zero feet (to existing pavement) and a building height of 81 feet (to roof deck of existing assisted living facility building), as a Comprehensive Infill Redevelopment Project in the Commercial (C) District, under the provisions of Section 2- 704.C; (B) In the proposed Medium High Density Residential (MHDR) District with a lot area of 28.33 acres, a lot width along Sky Harbor Drive of 282 feet, a reduction to the front (west) setback along Sky Harbor Drive from 25 to 21 feet (to existing building), a reduction to the side (west) setback at the southeast corner of the adjacent nursing home parcel from 10 to five feet (to proposed pavement), an increase to building height from 30 to 82 feet (to top of roof of proposed building) and a reduction to the required number of parking spaces from 583 to 426 parking spaces, as a Residential Infill Project under the provisions of Section 2- 304.G; and (C) Reductions to perimeter buffers along Cross Blvd (east) from 10 feet to one -foot (to existing pavement), along the west side from five to two feet (to existing pavement), along the north side from 10 feet to zero feet (to existing pavement) and at the southeast corner of the adjacent nursing home parcel from 10 feet to five feet (to proposed pavement), as a Comprehensive Landscape Program under the provisions of Section 3- 1202.G, with the following conditions: Conditions of Approval: 1. That approval of this application is subject to the approval of the companion rezoning Case No. REZ2008- 07007; Community Development Board — October 21, 2008 FLD2008 -05012 — Page 15 of 15 , 2. That the final design and color of the building be consistent with the conceptual elevations approved by the CDB; 3. That a subdivision plat be required to be approved for any future division of this property into additional lots; 4. That the existing eight -story ALF building zoned Commercial District be limited to a maximum of 94 beds and the new building be limited to a maximum of 76 ALF beds and 40 nursing home beds; 5. That, prior to the issuance of any permits, the applicant assist the City with resolving the address issue for the adjacent HarbourWood Nursing Home created by the gating of the subject property; 6. That approval of this application does not waive full compliance with the parking, landscaping or underground utility requirements for the ALF area zoned Commercial District and the northern and western areas where existing attached dwellings are being retained as part of this application, however, full compliance is expected when these existing areas are redeveloped in the future; 7. That landscaping that has died or been removed without approvals identified under Case No. CDC2008 -02198 be replaced as part of the construction of these improvements, unless it is determined by the Planning Department that replacement be initiated at an earlier date; 8. That, prior to the issuance of any permits, civil and landscape plans be revised to provide a 10 -foot wide setback and landscape buffer along the eastern property line; 9. That, prior to the issuance of building permits for the duplex buildings, mechanical equipment for these new duplex buildings be screened from view in accordance with Code requirements; 10. That existing overhead utilities serving buildings along the north and west sides of the site that are being retained under this proposal be placed underground when these areas are redeveloped; 11. That any freestanding signage be a monument -style sign, designed to match the exterior materials and colors of the building, and be limited to a maximum height of six feet; 12. That, prior to the issuance of any permits, the applicant resolve water, sewer and fire line issues with the Engineering and Fire Departments; 13. That, prior to the issuance of any permits, compliance with all requirements of General Engineering, Traffic Engineering and Stormwater Engineering be met; and 14. That any applicable Public Art and Design Impact Fee be paid prior to the issuance of any permits. Prepared by Planning Department Staff. "'It, r'.R L11 /1' a& Wayne M Wells, AICP, Planner III ATTACHMENTS: ❑ Location Map • Aerial Map • Zoning Map • Existing Surrounding Uses Map ❑ Photographs of Site and Vicinity S (Planning DepartmentlC D BIFLEX (FLD)IPending casesl Up for the next CDBIGuy'to Bay 2855 Bella Terra on the Bay (C, 0& MDR) - 10 2108 CDB - WWIGulf to Bay 2855 Staff Report - 10 2108 CDB doc Community Development Board — October 21, 2008 FLD2008 -05012 — Page 16 of 16 Wells, Wayne From: Wells, Wayne Sent: Thursday, October 16, 2008 3:11 PM To: Chase, Susan; Dana Tallman; Doreen Dipolito; Dougall- Sides, Leslie; Frank Dame; Gina Grimes, Jordan Behar; Lutz, Deb; Michelle Smith; Moses, Brenda; Nicholas Fritsch; Richard Adelson; Sullivan, Patricia; Thomas Coates; Yellin, Catherine Cc: Watkins, Sherry; Clayton, Gina, Tefft, Robert Subject: Staff Reports for October 21, 2008, CDB meeting CDB members - Your CDB packages are being delivered to you today. One Staff Report was not included in your package and one Staff Report needs to be replaced, as follows: 1. FLD2008- 05013, 100 Coronado Drive - This Staff Report was not included in your CDB package and is attached for your consideration. 2. FLD2008- 05012, 2855 Gulf to Bay Boulevard - A Staff Report was included in your CDB package, BUT, PLEASE THROW THAT AWAY AND REPLACE IT WITH THE ATTACHED STAFF REPORT. My expert witness resume gets attached to both Staff Reports. Thanks. Wayne M. Wells, AICP Planner III City of Clearwater 100 South Myrtle Avenue Clearwater, FL 33756 -5520 Phone: 727 - 562 -4504 Fax: 727 - 562 -4865 Coronado Gulf to Bay Wells Wayne - 10 Staff Report -6 Amended Stacpert Witness R MEMORANDUM TO: Community Development Board - / FROM: Wayne M. Wells, AICP i f �Av Planning III p _ RE: Request for Continuance FLD2008 -05012 — 2855 Gulf to Bay Boulevard DATE: September 15, 2008 The applicant is requesting a continuance of the above referenced application to the Community Development Board meeting on October 21, 2008 (see attached email). S IPlanneng DepartmentlC D BIFLEX (FLD)IPend:ng casesl Up for the next CDBIGu4(to Bay 2855 Bella Terra on the Bay (C, O & MDR) - 916 08 CDB - WWI Gulf to Bay 2855 Memo - Request for Continuance on 916 08 CDB doc JOHNSON, POPE, BOKOR, RUPPEL & BURNS, LLP ATTORNEYS AND COUNSELLORS AT LAW E D ARMSTRONG III BRUCE H BOKOR JOHN R BONNER SR CHARLES A BUFORD GUY M BURNS KATHERINE E COLE JONATHAN S COLEMAN MCHAEL T CRONIN BRIAN R CUMVINGS ELIZABETH J. DANIELS COLLEEN M FLYNN JOSEPH W GAYNOR* RYAN GRIFFIN MARION HALE REBECCA L HEIST SCOTTC ILGENFRITZ FRANK R. JAKES TIMOTHY A JOHNSON, JR' SHARON E KRICK ROGER A LARSON ANGEUMA E LIM MICHAEL G LITTLE VIA E -MAIL & U.S. MAIL MICHAEL C MARKHAM ZACHARY D MESSA A R "CHARLIE" NEAL F WALLACE POPE, JR ROBERT POTTER,JR JENNIFERA REH DARRYLR RICHARDS PETER A RIVELLINI DENNIS G RUPPEL CHARLES A SAMARKOS SARA SCHIFINO 911 CHESTNUT ST • CLEARWATER, FLORIDA 33756 POST OFFICE BOX 1368 • CLEARWATER, FLORIDA 33757 -1368 , TELEPHONE (727) 461.1818 • TELECOPIER (727) 462 -0365 September 11, 2008 Gina Clayton City of Clearwater Planning Department P.O. Box 4748 Clearwater, FL 33758 -4748 Re: Case REZ2008 -07007 Requests for Rezoning for 2855 Gulf -to -Bay Boulevard Dear Ms. CI SCOTT I- SCHILTZ' KIMBERLY L SHARPE HURRAY B SILVERSTEIN JOAN M VECCHIOLI STEVEN H VVEIN13ERGER JOSEPH J WBSSMAN STEVEN A WILLIAMSON 'OF COUNSEL FILE NO 115968 On behalf of the applicant, BVG Acquisition, Inc., we hereby request that the referenced application be continued from the September 16, 2008 Community Development Board (CDB) hearing to the October 21, 2008 CDB hearing. I would appreciate your confirmation that this matter has been continued to the October CDB agenda. If you have any questions or need additional information, please do not hesitate to contact me. Respectfully submitted, JOHNSON, POPE, BOKOR, RUPPEL & BURNS, LLP e4Q Katherine E. Cole, Esq. cc: Sherry Watkins, City of Clearwater Troy Hart, BVG Acquisition Chris Foley, MacFarlane Ferguson McMullen TAMPA ♦ CLEAW ATER ♦ ST. PETERSBURG Bella Terre on the Bay FLD2008 -05012 Wells, Wayne From: Marc Mariano [mmariano @tbegroup.com] Sent: Thursday, September 11, 2008 10:55 AM To: Watkins, Sherry Cc: Wells, Wayne; Sharon Breitinger; Katie Cole; Troy Hart; Pat Gleason; Bryan Zarlenga Subject: Bella Terre on the Bay FLD2008 -05012 Hi Sherry, Page 1 of/ r I would like to formally request that our Flex Development application (FLD2008- 05012) and the associated Rezoning Application (REZ2008- 07007) be withdrawn from the upcoming CDB agenda due to an advertising error. Please make the necessary provisions to include each application on the October 21St CDB meeting agenda. Independent of this recent circumstance, we had planned on using the time prior to the September 16th CDB hearing to continue to work with the adjoining property owner, HarbourWood Health and Rehab Center, to address a few concerns they have with our proposed development application, and this only gives us additional time to satisfy their needs. If you have any questions or need additional information please do not hesitate to contact me. Thanks, Marc Marc A. Mariano, AICP, PP Project Manager TBE Group, Inc. 380 Park Place Blvd, Suite 300 Clearwater, FL 33759 Direct: (727) 431 -1605 Fax: (727) 431 -1777 Mobile: (727) 492 -6750 Ranked in the Top 200 of ENR's Top 500 Design Firms Visit us at www.tbearoup_com A Please consider the environment before printing this e-mail. nnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnn 9/14/2008 Wells, Wayne From: Chris Foley [MCF @macfar.com] Sent: Tuesday, September 09, 2008 8:40 AM To: Wells, Wayne Subject: RE: FLD2008- 05012, 2855 Gulf to Bay Boulevard It looks like I will be. I have been advised that Bellas Terra will not be granting us an extension. - - - -- Original Message---- - From: Wayne. Wells @myClearwater.com [ mailto :Wayne.Wells @myClearwater.com] Sent: Monday, September 08, 2008 11:46 PM To: Chris Foley Subject: FLD2008- 05012, 2855 Gulf to Bay Boulevard Chris Are you intending to send to me a letter of objection to this application for consideration by the CDB? I understand you are talking to the applicant but I didn't know if you are going to put anything into writing to the CDB, listing your objections and any recommended solutions. If so, it would be helpful to have such letter /email by 10:00 am on Monday, September 15, 2008, so we can make copies for the CDB. Wayne M. Wells, AICP Planner III City of Clearwater 100 South Myrtle Avenue Clearwater, FL 33756 -5520 Phone: 727 - 562 -4504 Fax: 727 - 562 -4865 1 Page 1 of/ 1 Wells, Wayne From: Wells, Wayne Sent: Sunday, September 14, 2008 5:18 PM To: 'Chris Foley' Subject: FLD2008- 05012, 2855 Gulf to Bay Blvd - Bella Terra Chris - I have been out of town and forgot to send the Staff Report to you. I am attaching it to this email. Please be aware this application will be continued to the October 21, 2008, CDB meeting as the advertisement was not correct (see attached request). I am only here Monday - Wednesday this week and will be on vacation (and not looking at any emails) September 18 - 29, returning on September 30th. Wayne - - - -- Original Message---- - From: Chris Foley [mailto:MCF @macfar.com] Sent: Wednesday, September 10, 2008 10:15 AM To: Wells, Wayne Subject: Hey Wayne, do we have the report available? Michael C. Foley, Esq. Macfarlane Ferguson & McMullen P.O. Box 1669 Clearwater, FL 33757 625 Court Street Clearwater, FL 33756 Main: (727) 441 -8966 Direct: (727) 444 -1401 Fax: (727) 461 -7970 mcf a�macfar.com ,., ACEA it i i E ft4 6,.LfSOi 1,4' CM`, LEN t it +e c .'[ uuirs or At Law This electronic message transmission contains information from the law firm of Macfarlane Ferguson & McMullen and is intended only for the use of the individual or entity to which it is addressed and may contain information that is privileged, confidential and exempt from disclosure under applicable law If the reader of this message is not the intended reaplent, you are hereby notified that any dissemination or distribution of this communication to other than the intended recipient is strictly prohibited If you have received this communication in error, please notify us immediately by collect telephone at (813) 273 -4200 or electronic mad (info @mfmlegal com) Thank you IRS Circular 230 Disclosure: Any tax advice in this communication is not intended or written by Macfarlane Ferguson & McMullen to be used, and cannot be used, by a client or any other person or entity for the purpose of (1) avoiding penalties that may be imposed under the Internal Revenue Code or (ii) promoting, marketing or recommending to another party any transaction or other matter addressed herein. 9/14/2008 Conditions Associated With lax FLD2008 -05012 2855 GULF TO BAY BLVD Engineering Condition Steve Doherty 562 -4773 02/29/2008Q 1 Prior to review by the Community Development Board: Fire Condition 07/24/2008 d 07/31/2008 Landscape 1. Revise utility plans to show that no sanitary sewer lines will be located under ponds. 2. The privately owned water distribution system on this site as proposed may develop stagnation problems due to long dead end lines and limited circulation. If the developer is interested in looping the water main via making a connection to the City water main in Sky Harbor Drive or other nearby point and removing the water meter /backflow prevention device near Gulf to Bay Boulevard to create an unrestricted water main the City of Clearwater may be agreeable to owning and maintaining what would become part of the pubic water system. If so, the City may be agreeable to assuming ownership subject to but not limited to the following. a. The developer would make any needed repairs /upgrades at the developer's cost, b. An appropriate easement would be deeded to the City, and c. No water mains would be permitted to be installed under drainage ponds. Prior to the issuance of a Building Permit: 1. Identify all sanitary sewer manholes and provide proposed pipe lengths and slopes for all sanitary pipes to be replaced. PLEASE PROVIDE PIPE LENGTH AND SLOPES FOR REPLACEMENT SEWER LINES ON SHEET 5.01 2. Sidewalks are required to be installed on both sides of the roads in this development and have a minimum width of 4 -feet. Community Development Code Sec. 3 -1907. (PREVIOUS CONDITION NOT MET) ' 3. Sidewalks and sidewalk ramps adjacent to or a part of the project shall be designed and constructed consistent with City of Clearwater Contract Specifications and Standards Index #109, including the A.D.A. (Truncated domes per D.O.T. Index #304). (PREVIOUS CONDITION NOT MET) General Note: If the proposed project necessitates infrastructure modifications to satisfy site - specific water capacity and pressure requirements and /or wastewater capacity requirements, the modifications shall be completed by the applicant and at their expense. If underground water mains and hydrants are to be installed, the installation shall be completed and in- service prior to construction in accordance with Fire Department requirements. General Note: DRC review is a prerequisite for Building Permit Review; additional comments may be forthcoming upon submittal of a Building Permit Application. Leonard Rickard 562 -4327 x3078 Not Met Show looped 8" line for fire line and fire hydrants. Acknowledge PRIOR to CDB Not Met NOTE: Fire Hydrants SHALL not be on a restricted Iine.Contact Mr. Terry LaBelle Public Utilities Coordinator @ (727) 562 -4960 7227 8/26/2008 E -Mail dated August 25, 2008 from Raul Mastrapa PE,LEED from Meinhardt Consulting Engineers requested the Civil drawings show the requested 8" looped system. NOT PROVIDED Acknowledge PRIOR to CDB Fire Hydrants SHALL not be on a restricted line.(JFK) Not Met Public Utilities Coordinator contact / Mr. Terry LaBelle (727) 562 -4960 Ext.7227 Acknowledge PRIOR to CDB 8/26/2008 Not shown on revised plan Acknowledge PRIOR to CDB Print Date: 09/08/2008 Wayne Wells, AICP 727 - 562 -4504 Page 1 of 6 CaseConditons FLD2008 -05012 2855 GULF TO BAY BLVD Storm Water Condition Phuong Vo 562 -4752 07/24/2008 / The following shall be addressed prior to issuance of Building Permit: Not Met 1. Provide a copy of the approved SWFWMD permit. 2. A proposed drainage easement drawn from the center line of the creek to a point 25 -feet beyond the top of bank on either side of the creek to be dedicated to the City of Clearwater has been shown on the revised plan. Please submit easement legal description and other required documentation to Earl Barrett, Real Estate Services Manager at 727 - 562 -4754 for review. Approval of the easement documentation is required prior to the issuance of the first Certificate of Occupancy. 3. Please submit the existing cross - access agreement between Harbour Wood and BVG for review to determine if the document can be in -lieu of the suggested 25' private drainage easement over the pond outfall pipe of the Harbour Wood Nursing Center General note: 1. DRC review is a prerequisite for Building Permit Review; additional comments may be forthcoming upon submittal of a Building Permit Application. 2. At building permit application, applicant shall submit drainage report, soil report, and any other drainage related document for review and record. Solid Waste Condition Tom Glenn 562 -4930 05/20/2008 , Please explain how all solid waste will be handled. Not Met Traffic Eng Co dition Bennett Elbo 562 -4775 07/28/2008 7 1. The distribution of handicap parking stalls needs to be re- worked. For multiple building(s), Not Met handicap parking spaces shall be dispersed and located closest to the accessible entrances (Florida Building Code Ch. 11 Section 11- 4.6.2). 2. On page SC6.01 handicap sign detail, change the Florida Statute number to read " 318.18 ". 3. Provide ADA standard truncated domes where sidewalk crosses the roadway and /or driveway. Use FDOT 2008 Design Standards Index 304 page 6 of 6 and provide this detail on the site plan. See link provided: http: / /www. dot. state. fl .us /rddesign /rd /RTDS /08 /304.pdf 4. The 4 parallel parking loading spaces shall be 12' wide by 35' long. 5. On the site plan show marked white painted directional arrows for one- way circulation at the driveway at the Main CCRC building. 6. Provide an accessible route connection for buildings 4 through 9. Buildings 4 - 9 shall connect to each other and also to the Main CCRC building. 7. Provide a scaled turning template for a WB -50 truck manuevering in and out of the truck loading dock at the main ccrc building. 8. Provide vertical height clearance of 14' under all porte - cocheres. The above to be addressed prior to a Community Development Board (CDB) hearing. General Note(s): 1. Applicant shall comply with the current Transportation Impact Fee Ordinance and fee schedule and paid prior to a, Certificate of Occupancy (C.O.). 2. DRC review is a prerequisite for Building Permit Review; additional comments may be forthcoming upon submittal of a Building Permit Application. Zoning Condition Wayne Wells, AICP 727 - 562 -4504 05/27/2008 8/25/08 - WW Not Met Print Date: 09/08/2008 CaseConditons Page 3 of 6 FLD2008 -05012 2855 GULF TO BAY BLVD Landscape Wayne Wells, AICP -727- 562 -4504 05/08/2008 J 8/25/08 - WW Not Met Include as a condition of approval for the existing areas to comply when redeveloped. 8/5/08 - WW Response states you are requesting a waiver to providing wheel stops. This must be made through the Comprehensive Landscape Program. Justification must be provided; however, Staff is not supportive of such a waiver. 5/8/08 - WW Wheel stops are required for all parking spaces that abut landscape areas (in addition to required curbing). This applies to both existing parking spaces to remain and new parking spaces. 06/03/2008 8/25/08 - WW Not Met Additional trees can be planted along this eastern buffer. Width to be discussed with Planning management. 8/5/08 - WW Plans do not document any existing canopy that would prevent the planting of trees within this buffer. Based upon site inspection of this buffer area, there is significant area south of Cross Circle south of the high -rise ALF building that is void of any landscaping (other than grass) where accent trees can be planted unaffected by existing tree canopy. Upon further review with management, it is unclear why, except monetarily, the full 10 -foot (or seven -foot wide with decorative fence) wide buffer along the east side cannot be met'by relocating the drive to the west for the 600 -foot length that the drive is presently located within the buffer. In checking with Rick Albee, there will be an impact on the existing trees to the west of this drive, but not a severe impact. Recommend moving the drive and other improvements over to meet the required buffer. 6/3/08 - WW Sheets L3.01 and L3.03 - A 10 -foot wide landscape buffer is proposed along the east property line and the request is to reduce it to five feet. A six -foot high decorative fence is proposed within this buffer, but no continuous hedge or shade trees every 35 feet. Provide a continuous hedge within this five -foot area on the inside of the proposed fence (DSP may be spec'ed in this area but plans are not clear; DSP is too small otherwise; Code requires shrubs as part of hedges to be 18 -24" high at time of planting). Provide accent trees (two accent trees = one shade tree) within this buffer where possible. Do not plant proposed accent trees under the canopy of existing trees. 06/04/2008) 8/25/08 & 8/5/08 - WW Not Met Include as a condition of approval that the "future development" areas will need to meet Code buffer requirements at time of redevelopment (such that this development approval does not grant a future waiver to meet requirements). 6/4/08 - WW Sheets L3.00, L3.01, L3.02 and L3.11 - Landscape buffers are required along the north property line adjacent to the commercial areas fronting on Gulf to Bay Blvd and along the north property line of the Harbour Wood Nursing Home parcel. Unclear why these areas are being ignored, being shown as "future development ", as these areas can be planted to meet the requirements and preserved when these areas are developed in the future. Revise. Land Resource Condition Rick Albee 727 - 562 -4741 08/25/2008 The submitted plans are suffice for the DRC review. A more thorough review will be performed at Not Met the building plan review stage and additional comments may be forthcoming. Parks & Recs Condition Debbie Reid 562 -4818 07/21/2008 No issues regarding P &R impact fees - number of individual residential units will be the same, square footage of building footprint increasing by less than 1 %. 05/23/2008 d The Public Art and Design Impact Fee is due and payable on this project prior to issuance of building permit. This fee could be substantial and it is recommended that you contact Chris Hubbard at 727 - 562 -4837 to calculate the assessment. Not Met Not Met Pant Date: 09/08/2008 CaseConditons Page 2 of 6 FLD2008 -05012 2855 GULF TO BAY BLVD Zoning CondiTWe ' n Wayne Wells, AICP 727 - 562 -4504 need to continue to work on this. May need to be included as a condition of approval. 8/5/08 - WW The City is experiencing problems in issuing permits to Harbour Woods because the address is the same as Bayview Gardens, even if the parcel numbers are slightly different. The address for Harbour Woods should really change to a Sky Harbor address for this, and emergency response, purposes. 5/27/08 - WW The proposed project intends to keep the basic internal streets in their existing location. The request includes a proposal to gate this community, with a primary manned gate at Cross Blvd, a gate on Cross Circle northeast of the access drive to Sky Harbor Drive and a gate at the south end of the Harbour Wood Nursing Home parcel on Cross Blvd. The address for this site is 2855 Gulf to Bay Blvd., which is intended to be retained. However, the Harbour Wood Nursing Home, which is on a separate parcel and is owned by another entity, is also addressed at 2855 Gulf to Bay Blvd (per the phone book and their occupational license). The Property Appraiser has the Harbour -Wood Nursing Home at 2861 Gulf to Bay Blvd. By design, the proposed gating of the project will require Harbour Wood personnel and guests to access that facility via Sky Harbor Drive. The address for Harbour Wood Nursing Home, therefore, should change to a Sky Harbor Drive address. Has the proposed gating and net effect regarding an address change been / discussed with Harbour Wood management? 06/03/2008 / 8/25/08 - WW !!1111 Still unclear why the five -foot dimension cannot be met without a reduction to the width of the pavement. Code may not permit a pavement reduction, irrespective of Jim Keller. May need to include as a condition of approval to fix to 24 feet. 8/6/08 - WW I am not asking for the building to be relocated. I am asking for the pavement to meet the required five -foot setback. Proposed is 4.9 feet. Staff cannot support the reduction at this location I am confident that, from an engineering standpoint, this required setback can be met through a minor relocation of the roadway. All trees in this area are being removed, so that cannot be a claim. 6/3/08 - WW Sheet SC3.03 - Proposed pavement near the southeast corner of the Nursing Home parcel does not meet the required 5 -foot side setback and the 10 -foot landscape buffer. Sheet SC3.09 states the pavement is proposed at a 4.9 -foot setback, while that which is drawn on Sheet SC3.03 is less than 4.9 feet. However, unclear why such setback and buffer cannot be met and Staff cannot support a 0.1 -foot reduction to the required setback. Revise. 06/03/2008 / 8/25/08 - WW d Include as a condition of approval. 8/6/08 - WW Compliance with the Code requirements for this northern area is not being waived forever with any approval of this request and any such approval will be conditioned upon compliance with Code requirements when that area redevelops. 6/3/08 - WW Sheets SC3.01( ?), SC3.02, SC3.03 and SC3.05 - The chain link fencing along the north property line (cannot tell if it is proposed along the entire north property line - see Sheets SC3.01 and SC3.02) and along the west property line south of the Harbour Woods Nursing Home parcel must be green or black vinyl clad and must be planted with a continuous hedge or vine per Sections -805.0 and .D (Sheet S3.04 indicates adequate landscaping along southwest property line). 05/08/2008 128/25/08 - WW Sight triangles still shown incorrectly. Include as a condition of approval prior to the issuance of any permit. 8/6/08 - WW Show sight triangles on Sheets SC3.01 (on both sides of drive at Cross Blvd north of security building), L3.00 (at Sky Harbor Dr) and L3.01 (on both sides of drive at Cross Blvd north of Print Date: 09/08/2008 Page 4 of 6 Not Met Not Met Not Met CaseConditons FLD2008 -05012 2855 GULF TO BAY BLVD Zoning Condition Wayne Wells, AICP 727 - 562 -4504 security building). On Sheet SC3 02 show sight triangles at street intersection of Gulf to Bay Blvd and Cross Blvd at the property lines, not the pavement edge. On Sheet L3.01, show Code sight triangles at street intersection of Gulf to Bay Blvd and Cross Blvd (not shown properly). 5/8/08 - WW On all appropriate site plan sheets and landscape sheets, show all required sight triangles. Ensure all objects and landscaping within the visibility triangles meet requirements. 06/03/2008) 8/25/08 - WW See response for some info. Include as a condition of approval. 8/6/08 - WW Need to be a little more specific with what is possible. Any approval will include a condition of approval for such. 6/3/08 - WW We have been made aware by an adjoining property owner (Allan Stowell) that an air conditioning chiller located on the northwest side of the maintenance building west of the high -rise ALF building is extremely noisey. His concern is also with the closeness of the concrete pad to the property line. Can the concrete pad be cut back, while still maintaining adequete area for maintenance and operational aspects of the a/c unit and can a masonry wall a maximum of six feet in height be constructed to help mitigate the noise impacts of this a/c unit? 05/08/2008 � 8/25/08 - WW ISR in the CG category is impossible. Need to fix. 8/6/08 - WW Since these land use designations have different maximum ISR's, provide the proposed ISR per land use designation (don't see on plans). 5/8/08 - WW Sheet G1.01 - Site Data - Indicate the existing Land Use designations on the property. Indicate the land area (square footage and acreage) under the three land use designations /zoning districts (CG /C, R/OG /O and RM /MDR). Indicate how the overall density was calculated, including that AL units are based on three beds = one dwelling unit, and upon what acreage the density was calculated (if utilizing all three land use designations /zoning districts and based on density averaging). We have to report density averaging projects to the Pinellas Planning Council (PPC). Also, since these land use designations have different maximum ISR's, provide the proposed ISR per land use designation. Additionally, need to know if the number of beds /density of the nursing home outparcel is based solely on their land area (acreage) or if any portion of their density utilized the subject property to attain their number of beds /density (we previously spoke of such issue). May be in written form. See also other Planning comments regarding this issue. Sheet SC3.00 - Indicate on the subject property the locations of the land use designations Commercial General (CG) and Residential Medium (RM) and the locations of the Zoning Districts Commercial (C) and Medium Density Residential (MDR). 05/08/20081 8/25/08 - WW Can't find on plans. Include as a condition of approval. 8/6/08 - WW You have answered regarding the main budding. Please indicate for the duplex buildings and the guard house. 5/8/08 - WW Show or indicate the location of all outside mechanical equipment and required screening. 06/03/2008 J 8/25/08 & 8/6/08 - WW Agreed that the undergrounding will occur at this time only in the area of redevelopment. A condition of approval will be included requiring such undergrounding in future redevelopment Print Date: 09/08/2008 Page 5 of 6 Not Met Not Met Not Met Not Met CaseConditons FLD2008 -05012 2855 GULF TO BAY BLVD Zoning Condition Wayne Wells, AICP 727 - 562 -4504 phases when they come through the process. 6/3/08 - WW Code requires the undergrounding of any on -site overhead utilities. 06/03/2008 8/25/08 - WW Not Met Don't see any relocation on the plans. Include relocation to meet required setbacks and the obtaining of after - the -fact permits as a condition of approval. 8/6/08 - WW Need to be more specific with your response. If the gazebo and deck were constructed without the benefit of a building permit, and they are desired to be retained in their present location, then need to include in the request and provide justification. If approved by the CDB, then after - the -fact permits will be required. If, however, there are to be changes to the existing conditions, you need to tell me what you are proposing and then address such changed conditions in the request and justification. 6/3/08 - WW We have been made aware by an adjoining property owner (Allan Stowell) that a gazebo and deck northwest of the high -rise ALF building has been constructed close to the property line (with the deck apparently extending onto Mr. Stowell's property) without the benefit of a building permit. Provide documentation such structures were constructed with a building permit, remove such structures immediately or need to request to retain such structures (later will need to obtain required after - the -fact building permits), although removing any encroaching structures on Mr. Stowell's property. 06/03/2008 J 8/25/08 - WW Not Met Can't see where this is addressed on the plans. Possibly include as a condition of approval. 8/6/08 & 6/3/08 - WW The City has adopted amendments to our Comprehensive Plan prohibiting the establishment of new hospitals, nursing homes and assisted living facilities within the Coastal Storm Area and the area inundated by a category 2 hurricane. Need to ensure such facilities are not located within such areas. See Catherine Porter for information regarding Plan amending language and maps. 06/04/2008 8/25/08 - WW Not Met Include as a condition of approval "That, in compliance with State licensing requirements, the owner be limited to a capacity of only one resident per room in the assisted living facility rooms and the nursing home rooms." 8/6/08 - WW Response is that there will be only one person /bed per room in everything except the independent living units. Include as a condition of approval in the Staff Report. 6/4/08 - WW Based on the floor plans submitted for the main building, it is unclear what the maximum population (ie: maximum number of beds) is anticipated in this facility for areas other than the independent living units (attached dwellings), including the memory support, skilled nursing ( ?) and assised living units. How many beds per room? We need to include such population in the request. Print Date: 09/08/2008 Page 6 of 6 CaseConditons 8 -7 -08 Bella Terra DRC overview Wells, Wayne From: Keller, James Sent: Tuesday, August 26, 2008 9:54 AM To: Wells, Wayne Subject: FW: 8 -7 -08 Bella Terra DRC overview Page 1 of 5 Mr. Wells, As you can see by this e-mail from Raul S Mastrapa,PE he concurs with the dead end lines at this project. I have left my hold until this issue can be resolved. Thank you for your help in this matter. Respectfully, James Keller Fire Inspector II Division of Fire Prevention Services Clearwater Fire & Rescue - - - -- Original Message---- - From: Raul Mastrapa [mailto:Raul.Mastrapa @meinhardtusa.com] Sent: Monday, August 25, 2008 10:04 AM To: Keller, James Subject: FW: 8 -7 -08 Bella Terra DRC overview Inspector Keller, Per our phone conversation, see message below where we have asked the Civil Engineer to provide the "loop ". If you have any ? ? ?, let me know, thanks. Associate Principal Meinhardt Consulting Engineers 101 NE Third Avenue, Suite 1140 Fort Lauderdale, FL 33301 (954) 765 -3433 office phone (954) 765 -3439 office fax (305) 510 -0730 cell phone raul.mastrapa @meinhardtusa.com www.meinhardtusa.com 5FI Please consider your environmental responsibility - think before you print! From: Raul Mastrapa [mailto: Raul. Mastrapa @meinhardtusa.com] Sent: Monday, August 11, 2008 3:07 PM To: 'Marc Mariano'; 'Sharon Breitinger'; Troy Hart'; 'Pat Gleason'; 'Justin Nowell'; 'bach.nguyen @meinhardtusa.com'; 'steve.cook @meinhardtusa.com'; 'Rocky Berg'; 'Alex Puerto'; 'Dan Hammons'; 'Catherine Reek'; 'Doug Smith' Cc: 'Bryan Zarlenga'; 'Michelle Giuliani'; 'Jeremy Price' Subject: RE: 8 -7 -08 Bella Terra DRC overview Marc, We have added the Fire Water Flow Test results for Hydrant # 2 to the Fire Flow Analysis Graph, please replace 9/7/2008 8 -7 -08 Bella Terra DRC overview Page 2 of 5 this revised sheet when re- submitting. Per your request, I spoke with Jim Kelher/ Fire Department this afternoon and his concern is that the current fire protection grid does not show either Hydrant # 1 or # 2 being fed by a "loop" system. Fire Hydrants fed by dead end pipes are not as reliable as when fed from a loop system. Therefore, He would like to see both hydrants being fed by an eight (8 ") loop. The Fire Mains on site need to be shown on Civil drawings, please show the requested 8" underground fire main loop system feeding Hydrants 1 and 2 for the DRC re- submittal. If you have any ? ? ?, let me know, thanks. Raul S. Mastrapa, PE, LEED ®AP Associate Principal Meinhardt Consulting Engineers 101 NE Third Avenue, Suite 1140 Fort Lauderdale, FL 33301 (954) 765 -3433 office phone (954) 765 -3439 office fax (305) 510 -0730 cell phone raul.mastrapa @meinhardtusa.com www.meinhardtusa.com Please consider your environmental responsibility - think before you print! From: Marc Mariano [mailto:mmariano @tbegroup.com] Sent: Friday, August 08, 2008 9:30 AM To: Sharon Breitinger; Troy Hart; Pat Gleason; Justin Nowell; Raul Mastrapa; bach.nguyen @meinhardtusa.com; steve.cook @meinhardtusa.com; Rocky Berg; Alex Puerto; Dan Hammons; Catherine Reek; Doug Smith Cc: Bryan Zarlenga; Michelle Giuliani; Jeremy Price Subject: 8 -7 -08 Bella Terra DRC overview Importance: High <<bella- terra_hyd rant_test.pdf>> <<ENG_W_300A.pdf>> <<ENG W_300B.pdf>> We are resubmitting plan sets to the City before noon August 18th. I will follow -up with additional details for the - number of copies etc. The primary issues discussed at yesterdays DRC meeting: 1. There is a change in the way the city advertises for Res Infill and Comp Infill Projects. TBE will work with the City Planner. 2. The City Utility Engineer will coordinate with the City Stormwater Engineer to determine if sewer pipe can run under the stormwater ponds. TBE will coordinate with the City 3. We need to acknowledge that the site is operating on a private system and that stagnation may be a problem. Also, during future development of the northern portion of the site, the city would like a water connection to sky harbor and would really like the water system to be turned over to the City. TBE shall make note of this acknowledgement 4. In the northerly portion of the site where we are just replacing the sewer lines, we need to show pipe 9/7/2008 8 -7 -08 Bella Terra DRC overview lengths. TBE shall provide. Page 3 of 5 5. It was determined that we do not need to put sidewalks on both sides of the street, but we agreed that sidewalks (minimum of 4 ft) between cottages 4 -9 would be appropriate. TBE will place the sidewalk in this location. 6. Truncated domes need to be utilized in all locations where a sidewalk crosses a car path. TBE will take care of this. 7. ** *Hydrant #2 on the westerly side of the site, near the Sky harbor entrance is not on a looped system and was not included as part of Meinhardts Fire Flow and Hydrant Calculations, only Hydrant #1 Behind the ALF Tower was included. A revised analysis that includes both hydrants needs to be included as part of the resubmittal package on August 18th. The fire plans reviewer needs to be assured that hydrant #1 behind the ALF is in fact on a 8" line, but that Hydrant #2 near the Sky Harbor Entrance is on a 6" line that does dead end. He is concerned that this line dead ends. Meinhardt needs to take care of this very quickly. They need to contact Jim Kelher at 727.562.4327 ext3062 to make sure he has everything he needs and he agrees with their analysis. I have attached the hydrant flow analysis (which includes both hydrant locations) as well as the city atlas showing the location of the tested hydrants for meinhardts use. 8. Building tie -ins need to be shown on landscape plan. EDSA will take care of this. 9. Notation needs to be provided for each circumstance when utilities that are conflicting with root systems will be grouted. Also, each preserved tree needs to be assessed again. If the Owner is comfortable, a note should be provided on the landscape plan stating that a certified arborist we be on -site 6 months prior to construction and during construction to ensure that the preservation plan is implements and preserved trees are safe. EDSA will take care of this. 10. The City arborist feels that the sanitary line is still too close to tree #357. TBE will take care of this. 11. Wheel stops will be placed at all appropriate new parking spaces and a waiver will be requested for wheel stops at exiting spaces. TBE will take care of this 12. Supplemental landscaping will be place along the easterly property line in an approximate 100 linear foot spacing, located behind the 17 existing parking spaces on Cross blvd. EDSA will take care of this. 13. The is a general disagreement relative to the re- alignment of Cross Blvd. That disagreement was acknowledged and we will continue to request approval of the non - conforming buffer and setback situation created by the existing location of Cross Blvd along Stowell's property. 14. A condition of approval will be required stating that when the owner comes in to redevelop the northern property, it will be brought up to current landscape and buffer code requirements. TBE will provide that initial condition language. 15. Clarify the notation for Irrigation. EDSA will address. 16. The city wanted the applicant to acknowledge that if handicap residents move into the existing cottages, then ADA compliant handicap spaces will need to be provided for those residents. They agree that for the new development, handicap spaces are appropriately spaced and they confirmed that the cottages do not need dedicated handicap spaces. 17. The appropriate number of loading spaces needs to be provided. TBE will address this. 9/7/2008 8 -7 -08 Bella Terra DRC overview Page 4 of 5 18. A scaled truck turning movement plan needs to be submitted. TBE will provide. 19. A line and note clearly identifying the extent and location of the VE Flood Zone needs to be included on the site plan sheets. TBE will take care of this 20. Addressing of the HarbourWood facility is still an issue that the City needs to satisfy. The Owner offered a possible solution and the City will consider it. 21. The fire plans reviewer stated that we can reduce the size of the road by 0.1 foot to meet the side setback along the HarbourWood parcel. TBE will take care of this. 22. Site triangle dimensions and locations need to be confirmed. TBE will take care of this. 23. Need to provide a specific solution, if any, for the gazebo and HVAC unit near stowells property. My suggestion is that prior to CDB remove the gazebo and leave the HVAC unit in its existing location and continue to request approval for the deviation. Owner needs to provide direction. 24. Clarification was provided that only 1 bed will be located in each of the Skilled Nursing, Memory Care, and ALF rooms. This needs to be included as a condition of approval. The Owner should draft a sentence or two that they are comfortable with for this condition. 25. The building height needs to be re- addressed. We may reduce the average grade in order to have a taller building approved. TBE will provide a solution. 26. Need to show all outside mechanical equipment for the cottages and guardhouse. Three /EDSA need to provide these locations. 27. Need to make sure that the proposed path from the parking lot to the ALF tower is handicap accessible, a comment in the list suggests it may not be. EDSA needs to address this. 28. A condition of approval needs to state that the undergrounding of electric in the northerly portion of the site will take place when that area is redeveloped. TBE will take care of this. 29. Need to make sure that 2nd floor plans for the cottages are included in the CDB resubmittal package. Wayne could not locate them and the Board will want them. Three will take care of this. Please review and ensure all of the above comments from yesterday's meeting, as well as the comment sheet distributed are addressed in each disciplines plans. Thanks, Marc Marc A. Mariano, AICP, PP Project Manager TBE Group, Inc. 380 Park Place Blvd, Suite 300 Clearwater, FL 33759 9/7/2008 8 -7 -08 Bella Terra DRC overview Direct: (727) 431 -1605 Fax: (727) 431 -1777 Mobile: (727) 492 -6750 Ranked in the Top 200 of ENR's Top 500 Design Firms Visit us at www.tbegroup com A Please consider the environment before printing this e-mail. nnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnn Page 5 of 5 Please Note Unless otherwise indicated or obvious from its nature, the information in this transmittal is confidential and is intended solely for the use of the individual (s) named above If you, the reader of this message, are not the intended recipient, you are hereby notified that any dissemination, distribution, copying or forwarding of this transmittal is strictly prohibited If you have received this transmittal in error, please advise the sender immediately and destroy the accompanying transmittal Thank you. 9/7/2008 Wells, Wayne From: Fresk, Sheryl Sent: Thursday, August 28, 2008 2:15 PM To: Wells, Wayne Subject: FLD2008 -05012 Mr—Ul PRE-1 FWLL-11 MO-Ell aerial.doc existing.doc Location.doc zomng.doc Sheryl A. Fresk City of Clearwater Engineering Department (727)562 -4763 Wells, Wayne From: Wells, Wayne Sent: Tuesday, August 26, 2008 11:36 AM To: Fresk, Sheryl Cc: Herman, Jason Subject: Map Request for FLD2008- 05012, 2855 Gulf to Bay Blvd Sheryl - Attached is a map request for Case FLD2008 -05012 for the property at 2855 Gulf to Bay Boulevard. I will bring over the paperwork. The survey you may keep. Thanks- Wayne M. Wells, AICP Planner III City of Clearwater 100 South Myrtle Avenue Clearwater, FL 33756 -5520 Phone: 727 - 562 -4504 Fax: 727 - 562 -4865 FLD Map equest form.doc Flexible Development Application - Map Request Planner Name: Wayne Wells Case Number: FLD2008 -05012 Date Requested: August 26, 2008 Date Requested for (date): September 9, 2008 Maps Requested X❑ Location Map X❑ Aerial Map X❑ Zoning Map X❑ Existing Surrounding Uses Map Required Documents to be submitted to Engineering X❑ Legal Description X❑ Survey X❑ Map with Proposed Site Highlighted Map Name Owner: BVG Acquisition Inc. Case: FLD2008 -05012 Site: 2855 Gulf to Bay Boulevard Property Size(Acres): 31.12 PIN: 17/29/16/03006/000/0200 Atlas Page: 300B alum a 4 W Ivol 44 Q Q 0 A Yld Cl OZZ - LB(KSLt 11>� aoYboa:...nvtso�N w«°�.,°o am 0 d } I K�F�at� LL 9 a o W m Q EogLL� $E 's a _ m v 3� p LC5 a4f � as y z w Y a i r„ m u z o o p = 3 rl am, t g' x "pa 8a a d = °° ^ c o O r ¢ W x w w a t? ; ``�, _ fit, Ef�fii9a_a ga zs 3008 '' � F�,, «,F'', 1 , € . «5, I *3 «E I _ (/. p..�� P+® ',"}� ,4P S�y�e' ✓ %..� c. ^ // f« F "�6 � F. , /x' e�,6 � ,J:;' / Ay' PB �a• ! F �q W! }�� JL� �' '� c 1`F�F 1 .. � x. t.i _ .7 3 ,'' ✓ _� _ . __ —__ —__ 1�Yi1 - °� '�' rare_ � � _ � =- L ,• � ;' - - -_. , , � _. __ •`G 3 �- _ __ _. �i___ ___ . •�`"�+y __ __ may, f __ L/aR�77 pp'�A�rGI K,j ; r F L�j ' - 181 = �- `�- L�j� w L'T 'r- - - :- LTA- F�Ayq x . ��inxY < �dn` i `"�'"�« � S la'ire, 'we�ii "�" &.,�pk, `? ' N , 4 • s� i .�rrJ ° el "' A. "i .i , . #,i: {a � Y . . 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Hnnc� N o M O o 2 a EiEgg�s aSa •�' y _ � N I IVd CL OLZ — [lMIZ5L1 Ic�ooZ rvon.RmrsoLN rvwa,bo a.LF Wells, Wayne From: Albee, Rick Sent: Monday, August 25, 2008 2:13 PM To: Wells, Wayne; Buysse, Beverly A.; Buzzell, William; Clayton, Gina; Doherty, Steve; Dougall- Sides, Leslie; Glenn, Tom; Gluski, Roberta; Kader, Art; Keller, James; Kurleman, Scott; Morris, William D.; Reid, Debbie; Rice, Scott; Rickard, Leonard; Tefft, Robert; Watkins, Sherry Subject: RE: Resubmittal for the September 16, 2008 CDB meeting 1314 Missouri- Conditions MET 2855 Gulf to Bay- Updated conditions for building permit. - - - -- Original Message---- - From: Wells, Wayne Sent: Wednesday, August 20, 2008 8:57 AM To: Albee, Rick; Buysse, Beverly A.; Buzzell, William; Clayton, Gina; Doherty, Steve; Dougall- Sides, Leslie; Glenn, Tom; Gluski, Roberta; Kader, Art; Keller, James; Kurleman, Scott; Morris, William D.; Reid, Debbie; Rice, Scott; Rickard, Leonard; Tefft, Robert; Watkins, Sherry Subject: Resubmittal for the September 16, 2008 CDB meeting DRC Members - Plans for the following cases have been resubmitted for the September 16, 2008, CDB meeting: FLD2OO8 -07021 - 1314 South Missouri Avenue Planner: Robert Tefft FLD2OO8 -05012 - 2855 Gulf to Bay Blvd Planner Wayne Wells I have placed one copy of the case resubmittal package on the cabinets outside of Room 216 in our office for your review (please do not take it, as we need it for the CDB mail out). Please review your comments /conditions for this case in Permit Plan and determine if they are met. Whether the conditions are "met' or still "not met," please aff irm to Robert or myself via email. Please have these cases reviewed, if possible by 12pm on Friday, August 22, 2008. Thanks. Wayne M. Wells, A/CP Planner III City of Clearwater 100 South Myrtle Avenue Clearwater, FL 33756 -5520 Phone: 727 - 562 -4504 Fax: 727 - 562 -4865 - i Wells, Wayne From: Rickard, Leonard Sent: Friday, August 22, 2008 1:46 PM To: Rickard, Leonard; Wells, Wayne; Albee, Rick; Buysse, Beverly A.; Buzzell, William; Clayton, Gina; Doherty, Steve; Dougall- Sides, Leslie; Glenn, Tom; Gluski, Roberta; Kader, Art; Keller, James; Kurleman, Scott; Morris, William D.; Reid, Debbie; Rice, Scott; Tefft, Robert; Watkins, Sherry Subject: RE: Resubmittal for the September 16, 2008 CDB meeting Correction. Please disregard first email Lenny Rickard Assistant Fire Marshal Clearwater Fire and Rescue 610 Franklin St., Clearwater, FL 33756 Office: 727 - 562 -4327 X3078 Cell: 727 - 224 -2091 ----- Original Message---- - From: Rickard, Leonard Sent: Friday, August 22, 2008 1:33 PM To: Wells, Wayne; Albee, Rick; Buysse, Beverly A.; Buzzell, William; Clayton, Gina; Doherty, Steve; Dougall- Sides, Leslie; Glenn, Tom; Gluski, Roberta; Kader, Art; Keller, James; Kurleman, Scott; Morris, William D.; Reid, Debbie; Rice, Scott; Tefft, Robert; Watkins, Sherry Subject: RE: Resubmittal for the September 16, 2008 CDB meeting Lenny Rickard Assistant Fire Marshal Clearwater Fire and Rescue 610 Franklin St., Clearwater, FL 33756 Office: 727 - 562 -4327 X3078 Cell: 727 - 224 -2091 - - - -- Original Message---- - From: Wells, Wayne Sent: Wednesday, August 20, 2008 8:57 AM To: Albee, Rick; Buysse, Beverly A.; Buzzell, William; Clayton, Gina; Doherty, Steve; Dougall- Sides, Leslie; Glenn, Tom; Gluski, Roberta; Kader, Art; Keller, James; Kurleman, Scott; Morns, William D.; Reid, Debbie; Rice, Scott; Rickard, Leonard; Tefft, Robert; Watkins, Sherry Subject: Resubmittal for the September 16, 2008 CDB meeting DRC Members - Plans for the following cases have been resubmitted for the September 16, 2008, CDB meeting: FLD2008- 07021- 1314 South Missouri Avenue Planner: Robert Tefft [Rickard, Leonard] MET FLD2008 -05012 - 2855 Gulf to Bay Blvd Planner Wayne Wells [Rickard, Leonard] [Rickard, Leonard] NOT MET I have placed one copy of the case resubmittal package on the cabinets outside of Room 216 in our office for your review (please do not take it, as we need it for the CDB mail out). Please review your comments /conditions for this case in Permit Plan and determine if they are met. Whether the conditions are "met' or still "not met," please affirm to Robert or myself via email. Please have these cases reviewed, if possible by 12pm on Friday, August 22, 2008. Thanks.' Wayne M. Wells, A/CP Planner III City of Clearwater 100 South Myrtle Avenue Clearwater, FL 33756 -5520 Phone: 727 - 562 -4504 Fax: 727 - 562 -4865 Wells, Wayne From: Reid, Debbie Sent: Wednesday, August 20, 2008 3:14 PM To: Wells, Wayne; Tefft, Robert Cc: Hubbard, Christopher Subject: RE: Resubmittal for the September 16, 2008 CDB meeting Please see comments below... - - - -- Original Message---- - From: Wells, Wayne Sent: Wednesday, August 20, 2008 8:57 AM To: Albee, Rick; Buysse, Beverly A.; Buzzell, William; Clayton, Gina; Doherty, Steve; Dougall- Sides, Leslie; Glenn, Tom; Gluski, Roberta; Kader, Art; Keller, James; Kurleman, Scott; Morns, William D.; Reid, Debbie; Rice, Scott; Rickard, Leonard; Tefft, Robert; Watkins, Sherry Subject: Resubmittal for the September 16, 2008 CDB meeting DRC Members - Plans for the following cases have been resubmitted for the September 16, 2008, CDB meeting: FLD20O8 -07021 - 1314 South Missouri Avenue Planner: Robert Tefft [Reid, Debbie] P &R has no issues with this project - can mark conditions as "met ". FLD2OO8 -05012 - 2855 Gulf to Bay Blvd Planner Wayne Wells [Reid, Debbie] P &R impact fees are not due on this project and that condition can be marked as "met ". Chris, please confirm with Wayne if the public art piece has been met or not. Thanks! I have placed one copy of the case resubmittal package on the cabinets outside of Room 216 in our office for your review (please do not take it, as we need it for the CDB mail out). Please review your comments /conditions for this case in Permit Plan and determine if they are met. Whether the conditions are "met' or still "not met," please affirm to Robert or myself via email. Please have these cases reviewed, if possible by 12pm on Friday, August 22, 2008. Thanks. Wayne M. Wells, AICP Planner III City of Clearwater 100 South Myrtle Avenue Clearwater, FL 33756 -5520 Phone: 727 - 562 -4504 Fax: 727 - 562 -4865 Wells, Wayne From: Hubbard, Christopher Sent: Wednesday, August 20, 2008 3:57 PM To: Reid, Debbie; Wells, Wayne; Tefft, Robert Subject: RE: Resubmittal for the September 16, 2008 CDB meeting Importance: High FLD2008 -05012 - 2855 Gulf to Bay Blvd Planner Wayne Wells [Reid, Debbie] P&P impact fees are not due on this project and that condition can be marked as "met ". Chris, please confirm with Wayne if the public art piece has been met or not. Thanks! The developer of 2855 Gulf to Bay Blvd. has not yet contacted me regarding their decision for satisfying the Public Art and Design Program Ordinance (No. 7489 -05), therefore their public art requirement has not been met. They will have two options to comply with the Ordinance: 1) Allocate 1 % of the aggregate job value towards the purchase of on -site public artwork (maximum expenditure $200,000); or 2) Contribute 0.75% of the aggregate job value to the Public Art Discretionary Fund (maximum expenditure $200,000). Choice 1) artwork must be installed and certified prior to the issuance of a Certificate of Occupancy. Choice 2) must occur prior to the issuance of a Building Construction Permit. Please let me know if I can help with any more information. Best wishes, Christopher - - - -- Original Message---- - From: Reid, Debbie Sent: Wednesday, August 20, 2008 3:14 PM To: Wells, Wayne; Tefft, Robert Cc: Hubbard, Christopher Subject: RE: Resubmittal for the September 16, 2008 CDB meeting Please see comments below... - - - -- Original Message---- - From: Wells, Wayne Sent: Wednesday, August 20, 2008 8:57 AM To: Albee, Rick; Buysse, Beverly A.; Buzzell, William; Clayton, Gina; Doherty, Steve; Dougall- Sides, Leslie; Glenn, Tom; Gluski, Roberta; Kader, Art; Keller, James; Kudeman, Scott; Morris, William D.; Reid, Debbie; Rice, Scott; Rickard, Leonard; Tefft, Robert; Watkins, Sherry Subject: Resubmittal for the September 16, 2008 CDB meeting DRC Members - Plans for the following cases have been resubmitted for the September 16, 2008, CDB meeting: FLD2008- 07021- 1314 South Missouri Avenue Planner: Robert Tefft [Reid, Debbie] P&P has no issues with this project - can mark conditions as "met ". FLD2008 -05012 - 2855 Gulf to Bay Blvd Planner Wayne Wells [Reid, Debbie] P &R impact fees are not due on this project and that condition can be marked as "met ". Chris, please confirm with Wayne if the public art piece has been met or not. Thanks! I have placed one copy of the case resubmittal package on the cabinets outside of Room 216 in our office for your review (please do not take it, as we need it for the CDB mail out). Please review your comments /conditions for this case in Permit Plan ant. - atermine if they are met. Whether the c...,ditions are "met" or still "not met," please affirm to Robert or myself via email. Please have these cases reviewed, if possible by 12pm on Friday, August 22, 2008. Thanks. Wayne M. Wells, A/CP Planner III City of Clearwater 100 South Myrtle Avenue Clearwater, FL 33756 -5520 Phone: 727 - 562 -4504 Fax: 727 - 562 -4865 Wells, Wayne From: Wells, Wayne Sent: Wednesday, August 20, 2008 8:57 AM To: Albee, Rick; Buysse, Beverly A.; Buzzell, William; Clayton, Gina; Doherty, Steve; Dougall- Sides, Leslie; Glenn, Tom; Gluski, Roberta; Kader, Art; Keller, James; Kurleman, Scott; Morris, William D.; Reid, Debbie; Rice, Scott; Rickard, Leonard; Tefft, Robert; Watkins, Sherry Subject: Resubmittal for the September 16, 2008 CDB meeting DRC Members - Plans for the following cases have been resubmitted for the September 16, 2008, CDB meeting: FLD2008- 07021- 1314 South Missouri Avenue Planner: Robert Tefft FLD2008 -05012 - 2855 Gulf to Bay Blvd Planner Wayne Wells I have placed one copy of the case resubmittal package on the cabinets outside of Room 216 in our office for your review (please do not take it, as we need it for the CDB mail out). Please review your comments /conditions for this case in Permit Plan and determine if they are met. Whether the conditions are "met" or still "not met," please affirm to Robert or myself via email. Please have these cases reviewed, if possible by 12pm on Friday, August 22, 2008. Thanks. Wayne M. Wells, A/CP Planner III City of Clearwater 100 South Myrtle Avenue Clearwater, FL 33756 -5520 Phone: 727 - 562 -4504 Fax: 727 - 562 -4865 Page 1 of 1 Wells, Wayne From: Eugene Son [ESon @seniorcaregroup.com] Sent: Thursday, August 07, 2008 10:02 AM To: Wells, Wayne Cc: Watkins, Sherry Subject: Bella Terra by the Bay: 2855 Gulf to Bay Blvd; #2008 -05012 Mr. Wells, I am contacting you on behalf of Senior Care Group, the operator of Harbourwood Nursing Center. Our nursing center is adjacent to the proposed Bella Terra development. There is another planning meeting scheduled for today at 1:00pm to address some of the issues raised at the last planning meeting. I will not be available for today's meeting, but wish to address one issue relating to zoning of the proposed Bella Terra development. During the previous meeting, representatives of Santa Fe and Tampa Bay Engineering explained that the 40 skilled nursing beds should not need to be zoned as skilled nursing because they are intended for the sheltered use of the Bella Terra community rather than public community beds. In our discussions with our counsel, they indicated that it is customary that the nature of the bed (skilled nursing home) rather than its use (public community vs. sheltered) dictates zoning. Would it be possible to receive some clarification on whether the City determines zoning for skilled nursing by its nature or use? We have received oral confirmation from the Insurance Commissioner's Office that 40 sheltered skilled nursing home beds and 150 independent living are listed in the preliminary application from Santa Fe for Bella Terra by the Bay. On the application where it asks "how many skilled nursing home beds are mixed community /sheltered" they put 'Wa ". This is an interesting response that they put in the 'Wa ", as I cannot imagine why they would not be using the 40 skilled nursing beds as community beds as long as they possibly could (5 years). We had to file a public records request to get the actual document, but would request some clarification on whether the 40 beds are open for public community use for the first 5 years, or whether they will be sheltered solely for Bella Terra residents. Regardless of the zoning issue, we would very much like to clear up this inconsistency. Thank you in advance for your time and consideration. Eugene Son Chief Financial Officer Senior Care Group 1240 Marbella Plaza Drive Tampa, FL 33619 Phone: 813.341.2700 Cell: 727.452.0031 Fax: 813.676.0127 Email: eson @seniorcaregroup.com 8/11/2008 1:00 P m Case Number: FLD2008 -05i, _ -- 2855 GULF TO BAY BLVD F Owner(s): Bvg Acquisition Inc Dba Bayview Gardens 9,47,08 Clearwater, F133759 Vitc. TELEPHONE: No Phone, FAX: No Fax, E -MAIL: No Email Representative: Tampa Bay Engineering Group Inc cem'�^� 380 Park Place Blvd Clearwater, F133759 TELEPHONE: 727 -531 -3505, FAX: 727 -531 -1294, E -MAIL: BZARLENGA @TBEGROUP.COM Location: 31.12 total acres located generally at 2855 Gulf to Bay Boulevard (south side of Gulf to Bay Boulevard between Cross Boulevard [east] and Sky Harbor Drive [west]). Atlas Page: 300B Zoning District: C, Commercial Request: Flexible Development approval for the redevelopment of the overall 31.12 acre - property zoned Commercial (C) District, Office (0) District and proposed Medium High Density Residential (MHDR) District (companion rezoning Case No. REZ2008- 07007) to permit a total of 229 attached dwellings (Independent Living Units) (73 units existing to remain; 156 units proposed), a total of 40 nursing home beds and a total of 170 beds of assisted living facility (94 beds existing to remain; 76 beds proposed) (A) in the Commercial (C) District with a lot area of 2.45 acres, a lot width of 200 feet along Gulf to Bay Boulevard (north) and 150 feet along Cross Blvd, a front (north) setback along Gulf to Bay Blvd of four feet (to existing sign), a front (east) setback along Cross Blvd of one -foot (to existing pavement), a front (north) setback along Cross Blvd of zero feet (to proposed guardhouse), a side (east) setback of five feet (to existing pavement), a side (west) setback of two feet (to existing pavement), a side (north) setback of zero feet (to existing building and pavement) and a building height of xx feet (to roof deck for existing assisted living facility building), as a Comprehensive Infill Redevelopment Project in the Commercial (C) District, under the provisions of Section 2- 704.C; (B) A lot area of xx acres, a lot width along Sky Harbor Drive of 282 feet, a reduction to the front (west) setback along Sky Harbor Drive from 25 to 21 feet (to existing building), an increase to building height from 30 to 83 feet (to top of roof for proposed building) and a reduction to the required number of parking spaces from xx to 426 parking spaces, as a Residential Infill Project in the proposed Medium High Density Residential (MHDR) District, under the provisions of Section 2- 304.G; and (C) Reductions to perimeter buffers along Cross Blvd (east) from 10 feet to one -foot (to existing pavement), along the east side from seven to five feet (to existing pavement), along the west side from five to two feet (to existing pavement), along the north side from 10 feet to zero feet (to existing building and pavement) and at the southeast corner of the adjacent nursing home parcel from 10 feet to 4.9 feet, as a Comprehensive Landscape Program under the provisions of Section 3- 1202.G. Proposed Use: Assisted living facilities Neighborhood No Registered Assocarion Association(s): TELEPHONE: No Phone, FAX: No Fax, E -MAIL: No Email Neighborhood Clearwater Neighborhoods Coalition Association(s): TELEPHONE: No Phone, FAX: No Fax, E -MAIL: No Email Presenter: Wayne Wells, Planner III Attendees Included: City: Wells ,Rice,Doherty,Keller,Albee,Beery Applicant:Marc Mariano,Brian Zarlenga,Justin Nowell,Troy Hart, John C1ees,George Hernandez,Doug Smith,Katherme Reek,Michelle Juviam,Sarah Brietenger Guests:Allan Stowell,David Vaughn,Eugene Son,Rebecca Thone The DRC reviewed this application with the following comments: General Engineering: Development Review Agenda - Thursday, August 7, 2008 - Page 21 DRC Action Agmda 1 1 Prior to review by , Community Development Board: 1. Revise utility plans to show that no sanitary sewer Imes will be located under ponds. 2. The privately owned water distribution system on this site as proposed may develop stagnation problems due to long dead end lines and limited circulation. If the developer is interested in looping the water main via making a connection to the City water main in Sky Harbor Drive or other nearby point and removing the water meter/backflow prevention device near Gulf to Bay Boulevard to create an unrestricted water main the City of Clearwater may be agreeable to owning and maintaining what would become part of the pubic water system. If so, the City may be agreeable to assuming ownership subject to but not limited to the following: a. The developer would make any needed repairs /upgrades at the developer's cost, b. An appropriate easement would be deeded to the City, and c. No water mains would be permitted to be installed under drainage ponds. Prior to the issuance of a Building Permit: 1. Identify all sanitary sewer manholes and provide proposed pipe lengths and slopes for all sanitary pipes to be replaced. PLEASE PROVIDE PIPE LENGTH AND SLOPES FOR REPLACEMENT SEWER LINES ON SHEET 5.01 2. Sidewalks are required to be installed on both sides of the roads in this development and have a minimum width of 4 -feet. Community Development Code Sec. 3 -1907. (PREVIOUS CONDITION NOT MET) 3. Sidewalks and sidewalk ramps adjacent to or a part of the project shall be designed and constructed consistent with City of Clearwater Contract Specifications and Standards Index #109, including the A.D.A. (Truncated domes per D.O.T. Index #304). (PREVIOUS CONDITION NOT MET) General Note: If the proposed project necessitates infrastructure modifications to satisfy site- specific water capacity and pressure requirements and/or wastewater capacity requirements, the modifications shall be completed by the applicant and at their expense. If underground water mains and hydrants are to be installed, the installation shall be completed and in- service prior to construction in accordance with Fire Department requirements. General Note: DRC review is a prerequisite for Building Permit Review; additional comments may be forthcoming upon submittal of a Building Permit Application. Environmental: I . No issues. Fire: I . Show looped 8" line for fire line and fire hydrants. Acknowledge PRIOR to CDB NOTE: Fire Hydrants SHALL not be on a restricted lme.Contact Mr. Terry LaBelle Public Utilities Coordinator @ (727) 562 -4960 7227 2. Fire Hydrants SHALL not be on a restricted lme.(JFK) Public Utilities Coordinator contact / Mr. Terry LaBelle (727) 562 -4960 Ext.7227 Acknowledge PRIOR to CDB Harbor Master: 1 . No issues. Legal: 1 _ No issues. Land Resources: Development Review Agenda - Thursday, August 7, 2008 - Page 22 DRC Action Agmda 1 I 1 , 5/27/08 -Show the r_,ipsed undergroud electic on the tree preservath..__ plan and address the possible tree impacts prior to building permit. 7/23/08 -Show the building tie -in locations ans address on the plans if trenched or directional bore. If trenched, direct lines away from trees and/or show root prune limits. Provide prior to building permit. 2. 5 /27 /08- Reasses potential impacts at every tree to be preserved. Address utility demo impacts under the trees canopies. Insure all proposed utilities are addressed, roof drains and sanitary demo at trees #361 and #366, sanitary demo at tree #352, roof dram at trees #431, 411 and 440, water lines at #440 and storm drain at tree 398. The proposed sanitary is too close to tree #357. These are just a few examples. Revisit every tree to insure every impact is addressed prior to building permit. 7/23/08 -Still saw some areas where utility installation under trees did not show root pruning and the sanitary at tree #357 is still too close to the tree. Revisit every tree to insure every impact is addressed prior to building permit. 3. Address the proposed gas impacts at the trees to be preserved. Provide prior to building pernut. Landscaping: Development Review Agenda - Thursday, August 7, 2008 - Page 23 DRC Action Ag-d. I I 1 . 8/5/08 - WW Response states you are requesting a waiver to providing wheel stops. This must be made through the Comprehensive Landscape Program. Justification must be provided; however, Staff is not supportive of such a waiver. 5/8/08 - WW Wheel stops are required for all parking spaces that abut landscape areas (in addition to required curbing). This applies to both existing parking spaces to remain and new parking spaces. 2. 8/5/08 - WW Response says it is shown on the plans, but that layer must not have been turned on. There is verbiage stating where the property line is, but no lines that show it. 6/3/08 - WW Landscape Sheets L3.00 - L3.05 - Indicate the property lines on these sheets. 3. 8/5/08 - WW Plans do not document any existing canopy that would prevent the planting of trees within this buffer. Based upon site inspection of this buffer area, there is significant area south of Cross Circle south of the high -rise ALF building that is void of any landscaping (other than grass) where accent trees can be planted unaffected by existing tree canopy. Upon further review with management, it is unclear why, except monetarily, the full 10 -foot (or seven -foot wide with decorative fence) wide buffer along the east side cannot be met by relocating the drive to the west for the 600 -foot length that the drive is presently located within the buffer. In checking with Rick Albee, there will be an impact on the existing trees to the west of this drive, but not a severe impact. Recommend moving the drive and other improvements over to meet the required buffer. 6/3/08 - WW Sheets L3.01 and L3.03 - A 10 -foot wide landscape buffer is proposed along the east property line and the request is to reduce it to five feet. A six -foot high decorative fence is proposed within this buffer, but no continuous hedge or shade trees every 35 feet. Provide a continuous hedge within this five -foot area on the inside of the proposed fence (DSP may be spec'ed in this area but plans are not clear; DSP is too small otherwise; Code requires shrubs as part of hedges to be 18 -24" high at time of planting). Provide accent trees (two accent trees = one shade tree) within this buffer where possible. Do not plant proposed accent trees under the canopy of existing trees. 4. 8/5/08 - WW Include as a condition of approval that the "future development" areas will need to meet Code buffer requirements at time of redevelopment (such that this development approval does not grant a future waiver to meet requirements). 6/4/08 - WW Sheets L3.00, L3.01, L3.02 and L3.11 - Landscape buffers are required along the north property line adjacent to the commercial areas fronting on Gulf to Bay Blvd and along the north property line of the Harbour Wood Nursing Home parcel. Unclear why these areas are being ignored, being shown as "future development ", as these areas can be planted to meet the requirements and preserved when these areas are developed in the future. Revise. 5 . 8/5/08 - WW Sheet L3.12 was not resubmitted. Unclear if the Irrigation Notes on Sheet L2.13 are being substituted for Sheet L3.12. Advise. 6/4/08 - WW Sheet L3.12 - Irrigation system must provide 100% coverage to all landscaped areas. Parks and Recreation: 1 . No issues regarding P &R impact fees - number of individual residential units will be the same, square footage of building footprint increasing by less than 1 %. 2. The Public Art and Design Impact Fee is due and payable on this project prior to issuance of building permit. This fee could be substantial and it is recommended that you contact Chris Hubbard at 727 -562 -4837 to calculate the assessment. Stormwater: Development Review Agenda - Thursday, August 7, 2008 - Page 24 DRC Action Agmda 1 1 The following shy -_ .,e addressed prior to issuance of Building Pen... 1. Provide a copy of the approved SWFWMD permit. 2. A proposed drainage easement drawn from the center line of the creek to a point 25 -feet beyond the top of bank on either side of the creek to be dedicated to the City of Clearwater has been shown on the revised plan. Please submit easement legal description and other required documentation to Earl Barrett, Real Estate Services Manager at 727 -562 -4754 for review. Approval of the easement documentation is required prior to the issuance of the first Certificate of Occupancy. 3. Please submit the existing cross - access agreement between Harbour Wood and BVG for review to determine if the document can be in -lieu of the suggested 25' private drainage easement over the pond outfall pipe of the Harbour Wood Nursing Center General note: 1. DRC review is a prerequisite for Building Permit Review; additional comments may be forthcoming upon submittal of a Building Permit Application. 2. At building permit application, applicant shall submit drainage report, soil report, and any other drainage related document for review and record. Solid Waste: 1 . Please explain how all solid waste will be handled. Traffic Engineering: 1 . 1. The distribution of handicap parking stalls needs to be re- worked. For multiple building(s), handicap parking spaces shall be dispersed and located closest to the accessible entrances (Florida Building Code Ch. 11 Section 11- 4.6.2). 2. On page SC6.01 handicap sign detail, change the Florida Statute number to read " 318.18 ". 3. Provide ADA standard truncated domes where sidewalk crosses the roadway and/or driveway. Use FDOT 2008 Design Standards Index 304 page 6 of 6 and provide this detail on the site plan. See link provided: http: / /www. dot. state .fl.us /rddesign/rd/RTDS /08 /304.pdf 4. The 4 parallel parking loading spaces shall be 12' wide by 35' long. 5. On the site plan show marked white painted directional arrows for one- way circulation at the driveway at the Main CCRC building. 6. Provide an accessible route connection for buildings 4 through 9. Buildings 4 - 9 shall connect to each other and also to the Main CCRC building. 7. Provide a scaled turning template for a WB -50 truck manuevenng in and out of the truck loading dock at the main ccrc building. 8. Provide vertical height clearance of 14' under all porte- cocheres. Planning: The above to be addressed prior to a Community Development Board (CDB) hearing. General Note(s): 1. Applicant shall comply with the current Transportation Impact Fee Ordinance and fee schedule and paid prior to a Certificate of Occupancy (C.O.). 2. DRC review is a prerequisite for Building Permit Review; additional comments may be forthcoming upon submittal of a Building Permit Application. Development Review Agenda - Thursday, August 7, 2008 - Page 25 DRC Actim Agwda 1 1 1 . 8/5/08 - WW It is my understanding from Tom Mahony in Engineering, who is a surveyor, that the survey is to have such flood zone information on the survey. Based on FIRM Panel 125096- 0017D, there is Flood Zone AE 10 on the property. Needs to be shown on the survey and Master Site Plan. Need to ensure proposed buildings meet FEMA regulations. 6/3/08 - WW Flood zone information is missing from the survey. Revise. Also reflect the flood zones onto the site plans. There appears there may be a VE flood zone, which could affect location and/or design of units on the south side of the property. 2. 8/5/08 - WW The City is experiencing problems in issuing permits to Harbour Woods because the address is the same as Bayview Gardens, even if the parcel numbers are slightly different. The address for Harbour Woods should really change to a Sky Harbor address for this, and emergency response, purposes. 5/27/08 - WW The proposed project intends to keep the basic internal streets in their existing location. The request includes a proposal to gate this community, with a primary manned gate at Cross Blvd, a gate on Cross Circle northeast of the access drive to Sky Harbor Drive and a gate at the south end of the Harbour Wood Nursing Home parcel on Cross Blvd. The address for this site is 2855 Gulf to Bay Blvd., which is intended to be retained. However, the Harbour Wood Nursing Home, which is on a separate parcel and is, owned by another entity, is also addressed at 2855 Gulf to Bay Blvd (per the phone book and their occupational license). The Property Appraiser has the Harbour Wood Nursing Home at 2861 Gulf to Bay Blvd. By design, the proposed gating of the project will require Harbour Wood personnel and guests to access that facility via Sky Harbor Drive. The address for Harbour Wood Nursing Home, therefore, should change to a Sky Harbor Drive address. Has the proposed gating and net effect regarding an address change been discussed with Harbour Wood management? 3 . 8/6/08 - WW I am not asking for the building to be relocated. I am asking for the pavement to meet the required five -foot setback. Proposed is 4.9 feet. Staff cannot support the reduction at this location. I am confident that, from an engineering standpoint, this required setback can be met through a minor relocation of the roadway. All trees in this area are being removed, so that cannot be a claim. 6/3/08 - WW Sheet SC3.03 - Proposed pavement near the southeast corner of the Nursing Home parcel does not meet the required 5 -foot side setback and the 10 -foot landscape buffer. Sheet SC3.09 states the pavement is proposed at a 4.9 -foot setback, while that which is drawn on Sheet SC3.03 is less than 4.9 feet. However, unclear why such setback and buffer cannot be met and Staff cannot support a 0.1 -foot reduction to the required setback. Revise. 4. 8/6/08 - WW Compliance with the Code requirements for this northern area is not being waived forever with any approval of this request and any such approval will be conditioned upon compliance with Code requirements when that area redevelops. 6/3/08 - WW Sheets SC3.01( ?), SC3.02, SC3.03 and SC3.05 - The chain link fencing along the north property line (cannot tell if it is proposed along the entire north property ]me - see Sheets SC3.01 and SC3.02) and along the west property line south of the Harbour Woods Nursing Home parcel must be green or black vinyl clad and must be planted with a continuous hedge or vine per Sections 3 -805.0 and .D (Sheet S3.04 indicates adequate landscaping along southwest property line). 5 . 8/6/08 - WW Show sight triangles on Sheets SC3.01 (on both sides of drive at Cross Blvd north of security building), L3.00 (at Sky Harbor Dr) and L3.01 (on both sides of drive at Cross Blvd north of security building). On Sheet SC3.02 show sight triangles at street intersection of Gulf to Bay Blvd and Cross Blvd at the property lines, not the pavement edge. On Sheet L3.01, show Code sight triangles at street intersection of Gulf to Bay Blvd and Cross Blvd (not shown properly). 5/8/08 - WW On all appropriate site plan sheets and landscape sheets, show all required sight triangles. Ensure all objects and landscaping within the visibility triangles meet requirements. Development Review Agenda - Thursday, August 7, 2008 - Page 26 DRC Acton Agwda 1 1 6 . 8/6/08 - WW Need to be a little more specific with what is possible. Any approval will include a condition of approval for such. 6/3/08 - WW We have been made aware by an adjoining property owner (Allan Stowell) that an air conditioning chiller located on the northwest side of the maintenance building west of the high -rise ALF building is extremely noisey. His concern is also with the closeness of the concrete pad to the property line. Can the concrete pad be cut back, while still maintaining adequete area for maintenance and operational aspects of the a/c unit and can a masonry wall a maximum of six feet in height be constructed to help mitigate the noise impacts of this a/c unit? 7. 8/6/08 - WW Since these land use designations have different maximum ISR's, provide the proposed ISR per land use designation (don't see on plans). 5/8/08 - WW Sheet G1.01 - Site Data - Indicate the existing Land Use designations on the property. Indicate the land area (square footage and acreage) under the three land use designations /zoning districts (CG /C, R/OG /O and RM/MDR). Indicate how the overall density was calculated, including that AL units are based on three beds = one dwelling unit, and upon what acreage the density was calculated (if utilizing all three land use designations /zoning districts and based on density averaging). We have to report density averaging projects to the Pinellas Planning Council (PPC). Also, since these land use designations have different maximum ISR's, provide the proposed ISR per land use designation. Additionally, need to know if the number of beds /density of the nursing home outparcel is based solely on their land area (acreage) or if any portion of their density utilized the subject property to attain their number of beds /density (we previously spoke of such issue). May be in written form. See also other Planning comments regarding this issue. Sheet SC3.00 - Indicate on the subject property the locations of the land use designations Commercial General (CG) and Residential Medium (RM) and the locations of the Zoning Districts Commercial (C) and Medium Density Residential (MDR). 8. 7/31/08 - WW Response says the second floor plans have been subnutted; however, I do not fmd such plans. 6/4/08 - WW Provide the second floor plans for the duplex units (a and b floor plans). 9. 8/6/08 - WW If the average grade has been determined to be 13.5 feet, unclear where the 83 feet height comes in. The highest point indicated on the elevations is 80.5 feet above average elevation. Revise Site Data on Sheet G1.01 and in written material. 6/4/08 - WW Elevations and Height - a. Definition of "height, building or structure" requires height to be measured using the average grade elevation of the site to the top of the building. Need to determine the height of the building so we can advertise properly (see also "b" below). b. Based on the Code definition of "height, building or structure ", parapets may only extend a maximum of 42 -inches above the flat roof of the building. In this case, and assuming under "a" above that the building height is exceeding 50 feet, the parapet/mansard roof is dimensioned at V-11". Since this parapet/mansard roof exceeds the maximum of 42 ", the request for an increase to height would need to be determined from the average grade of the site to the top of the parapet/mansard roof. c. Based on the Code definition of "height, building or structure ", mechanical rooms may only extend a maximum of 16 feet above the flat roof of the building. I am unaware if any of these structural projections above the flat roof deck shown on the elevations are solely mechanical rooms or purely decorative architectural features. If solely mechanical rooms, Staff cannot support heights of these mechanical rooms exceeding 16 feet above the flat roof deck (dimensioned at 19' -10 "). For purely decorative architectural features, we would need to advertise the height of the building rather than the height of the parapet/mansard roof (see "b" above) but to the top of these decorative architectural features. Development Review Agenda - Thursday, August 7, 2008 - Page 27 DRC Action Agmda I 1 10 . 8/6/08 - WW You have answered regarding the main building. Please indicate for the duplex buildings and the guard house. 5/8/08 - WW Show or indicate the location of all outside mechanical equipment and required screening. 11 . 8/6/08 - WW Based on the survey and site plans submitted, the proposed fence eliminates the handicap accessible path from the existing handicap parking spaces north of the high -rise ALF building adn does not replace it with a new handicap accessible path meeting Code requirements. Revise. 6/3/08 - WW Sheet SC3.02 - A proposed six -foot high decorative fence is proposed along the south side of the existing parking lot north of the high -rise ALF building, placing the parking lot outside of the fencing. Unclear how persons parking in this parking lot access the high -rise ALF building, especially handicap individuals. Need to provide an accessible path meeting ADA requirements for this project to Cross Blvd (see Traffic Engineering). 12. 8/6/08 - WW Agreed that the undergrounding will occur at this time only in the area of redevelopment. A condition of approval will be included requiring such undergrounding in future redevelopment phases when they come through the process. 6/3/08 - WW Code requires the undergrounding of any on -site overhead utilities. 13. 8/6/08 - WW Thank you for revising based on the comments below. However, staff will be advertising differently now in the future and we need for you to revise how the request is stated (see "Request" on the DRC comments. Response to criteria needs to address and justify general Code requirements for that use as a point of comparison as to what is proposed. See me for discussion of this change. 6/4/08 - WW Attachment B - a. Ensure all reductions to setbacks are consistent with that listed by Staff in the "request "; b. Reductions to setbacks and landscape buffers are not required for cross - access driveways; and c. Ensure all landscape buffer reductions are consistent with that listed by Staff in the "request ". 14. 8/6/08 - WW Need to be more specific with your response. If the gazebo and deck were constructed without the benefit of a building permit, and they are desired to be retained in their present location, then need to include in the request and provide justification. If approved by the CDB, then after- the -fact pernuts will be required. If, however, there are to be changes to the existing conditions, you need to tell me what you are proposing and then address such changed conditions in the request and justification. 6/3/08 - WW We have been made aware by an adjoining property owner (Allan Stowell) that a gazebo and deck northwest of the high -rise ALF building has been constructed close to the property line (with the deck apparently extending onto Mr. Stowell's property) without the benefit of a building permit. Provide documentation such structures were constructed with a building permit, remove such structures immediately or need to request to retain such structures (later will need to obtain required after - the -fact building permits), although removing any encroaching structures on Mr. Stowell's property. 15. 8/6/08 & 6/3/08 - WW The City has adopted amendments to our Comprehensive Plan prohibiting the establishment of new hospitals, nursing homes and assisted living facilities within the Coastal Storm Area and the area inundated by a category 2 hurricane. Need to ensure such facilities are not located within such areas. See Catherine Porter for information regarding Plan amending language and maps. Development Review Agenda - Thursday, August 7, 2008 - Page 28 DRC Actim Agamda 1 1 16 . 8/6/08 - WW Response is that there will be only one person/bed per room in everything except the independent living units. Include as a condition of approval in the Staff Report. 6/4/08 - WW Based on the floor plans submitted for the main building, it is unclear what the maximum population (ie: maximum number of beds) is anticipated in ttus facility for areas other than the independent living units (attached dwellings), including the memory support, skilled nursing ( ?) and assised living units. How many beds per room? We need to include such population in the request. 17. Parking Sufficiency Study - After additional discussion of regulations by Planning staff, a Residential Infill Project parking requirement under the proposed MHDR District is two parking spaces per unitl. While you do not need to change what you already have in the Study, I do need for you to calculate what the Residential Infill Project parking requirement is and indicate such in the Study. Additionally, I need such information included in the Site Data on Sheet G1.01. 18 . When providing responses to DRC comments, please group comments by departments, as you received such comments, rather than as submitted on July 14th. Other: No Comments Notes: Sufficient - To be placed on the 9/16/08 CDB agenda, submit 15 collated copies of the revised plans & application material addressing all above departments' comments by noon, 8/18/08. Packets shall be collated, folded and stapled as appropriate. Development Review Agenda - Thursday, August 7, 2008 - Page 29 DRC Actim Ag®da 1 1 LL ig- } arwa er Fax Cover Memo CITY OF CLEARWATER PLANNING DEPARTMENT 100 SOUTH MYRTLE AVENUE, -2ND FLOOR _w CLEARWATER, FL 33756 (727) 562 -4567 FAX: (727) 562 -4865 TO: I Gt S�p a� Q. I I DATE: 0 g FAX: % �% - +1 p o TELEPHONE: k +- - 2,70D FROM: Wayne M. Wells TELEPHONE: (727) 562 -4504 SUBJECT: _ F-L--�>_Z-,& 9 8 - 0 .-0 I Z . Z 8-5—.S- (� v MESSAGE: 5/7109 NUMBER OF SHEETS (INCLUDING THIS PAGE): i I 1.00 plt Case Number: FLD2008- 05t, -_ -- 2855 GULF TO BAY BLVD Owner(s): Bvg Acquisition Inc Dba Bayview Gardens Clearwater, F133759 TELEPHONE: No Phone, FAX: No Fax, E -MAIL: No Email Daft 9-7.08 DRC Representative: Tampa Bay Engineering Group Inc 380 Park Place Blvd C%4VW0;h Clearwater, F133759 TELEPHONE: 727 -531 -3505, FAX: 727 -531 -1294, E -MAIL: BZARLENGA @TBEGROUP.COM Location: 31.12 total acres located generally at 2855 Gulf to Bay Boulevard (south side of Gulf to Bay Boulevard between Cross Boulevard [east] and Sky Harbor Drive [west]). Atlas Page: 300B Zoning District: C, Commercial Request: Flexible Development approval for the redevelopment of the overall 31.12 acre - property zoned Commercial (C) District, Office (0) District and proposed Medium High Density Residential (MHDR) District (companion rezoning Case No. REZ2008- 07007) to permit a total of 229 attached dwellings (Independent Living Units) (73 units existing to remain; 156 units proposed), a total of 40 nursing home beds and a total of 170 beds of assisted living facility (94 beds existing to remain; 76 beds proposed) (A) in the Commercial (C) District with a lot area of 2.45 acres, a lot width of 200 feet along Gulf to Bay Boulevard (north) and 150 feet along Cross Blvd, a front (north) setback along Gulf to Bay Blvd of four feet (to existing sign), a front (east) setback along Cross Blvd of one -foot (to existing pavement), a front (north) setback along Cross Blvd of zero feet (to proposed guardhouse), a side (east) setback of five feet (to existing pavement), a side (west) setback of two feet (to existing pavement), a side (north) setback of zero feet (to existing building and pavement) and a building height of xx feet (to roof deck for existing assisted living facility building), as a Comprehensive Infill Redevelopment Project in the Commercial (C) District, under the provisions of Section 2- 704.C; (B) A lot area of xx acres, a lot width along Sky Harbor Drive of 282 feet, a reduction to the front (west) setback along Sky Harbor Drive from 25 to 21 feet (to existing building), an increase to building height from 30 to 83 feet (to top of roof for proposed building) and a reduction to the required number of parking spaces from xx to 426 parking spaces, as a Residential Infill Project in the proposed Medium High Density Residential (MHDR) District, under the provisions of Section 2 -304 G; and (C) Reductions to perimeter buffers along Cross Blvd (east) from 10 feet to one -foot (to existing pavement), along the east side from seven to five feet (to existing pavement), along the west side from five to two feet (to existing pavement), along the north side from 10 feet to zero feet (to existing building and pavement) and at the southeast corner of the adjacent nursing home parcel from 10 feet to 4.9 feet, as a Comprehensive Landscape Program under the provisions of Section 3- 1202.G. Proposed Use: Assisted living facilities Neighborhood No Registered Assocathon Association(s): TELEPHONE: No Phone, FAX: No Fax, E -MAIL: No Email Neighborhood Clearwater Neighborhoods Coalition Association(s): Clearwater, Fl 33763 1821 Springwood Cir S TELEPHONE: No Phone, FAX: No Fax, E -MAIL: No Email Presenter: Wayne Wells, Planner III Attendees Included: City: Wells ,Rice,Doherty,Keller,Albee,Beery Applicant:Marc Mariano,Bnan Zarlenga,Justin Howell,Troy Hart, John C1ees,George Hemandez,Doug Snuth,Kathenne Reek,Michelle Juviam,Sarah Bnetenger Guests:Allan Stowell,David Vaughn,Eugene Son,Rebecca Thone The DRC reviewed this application with the following comments: General Engineering: Development Review Agenda - Thursday, August 7, 2008 - Page 21 DRC Act— Ag.da 1 1 Prior to review by L.— Community Development Board: 1. Revise utility plans to show that no sanitary sewer lines will be located under ponds. 2. The privately owned water distribution system on this site as proposed may develop stagnation problems due to long dead end lines and limited circulation. If the developer is interested in looping the water main via making a connection to the City water main in Sky Harbor Drive or other nearby point and removing the water meter/backflow prevention device near Gulf to Bay Boulevard to create an unrestricted water main the City of Clearwater may be agreeable to owning and maintaining what would become part of the pubic water system. If so, the City may be agreeable to assuming ownership subject to but not limited to the following: a. The developer would make any needed repairs /upgrades at the developer's cost, b. An appropriate easement would be deeded to the City, and c. No water mams would be permitted to be installed under drainage ponds. Prior to the issuance of a Building Permit: 1. Identify all sanitary sewer manholes and provide proposed pipe lengths and slopes for all sanitary pipes to be replaced. PLEASE PROVIDE PIPE LENGTH AND SLOPES FOR REPLACEMENT SEWER LINES ON SHEET 5.01 2. Sidewalks are required to be installed on both sides of the roads in this development and have a minimum width of 4 -feet. Community Development Code Sec. 3 -1907. (PREVIOUS CONDITION NOT MET) 3. Sidewalks and sidewalk ramps adjacent to or a part of the project shall be designed and constructed consistent with City of Clearwater Contract Specifications and Standards Index #109, including the A.D.A. (Truncated domes per D.O.T. Index #304). (PREVIOUS CONDITION NOT MET) General Note: If the proposed project necessitates infrastructure modifications to satisfy site - specific water capacity and pressure requirements and/or wastewater capacity requirements, the modifications shall be completed by the applicant and at their expense. If underground water mains and hydrants are to be installed, the installation shall be completed and in- service prior to construction in accordance with Fire Department requirements. General Note: DRC review is a prerequisite for Building Permit Review; additional comments may be forthcoming upon subnuttal of a Building Permit Application. Environmental: 1 . No issues. Fire: 1 . Show looped 8" line for fire line and fire hydrants. Acknowledge PRIOR to CDB NOTE: Fire Hydrants SHALL not be on a restricted line.Contact Mr. Terry LaBelle Public Utilities Coordinator @ (727) 562 -4960 7227 2. Fire Hydrants SHALL not be on a restricted lme.(JFK) Public Utilities Coordinator contact / Mr. Terry LaBelle (727) 562 -4960 Ext.7227 Acknowledge PRIOR to CDB Harbor Master: No issues. Legal: 1 . No issues. Land Resources: Development Review Agenda - Thursday, August 7, 2008 - Page 22 DRC Amon Ag ®da 1 I 1 . 5/27/08 -Show the r.opsed undergroud electic on the tree preservati— plan and address the possible tree impacts prior to building permit. 7/23/08 -Show the building tie -m locations ans address on the plans if trenched or directional bore. If trenched, direct lines away from trees and/or show root prune limits. Provide prior to building permit. 2. 5 /27 /08- Reasses potential impacts at every tree to be preserved. Address utility demo impacts under the trees canopies. Insure all proposed utilities are addressed, roof drams and sanitary demo at trees #361 and #366, sanitary demo at tree #352, roof drain at trees #431, 411 and 440, water lines at #440 and storm drain at tree 398. The proposed sanitary is too close to tree #357. These are just a few examples. Revisit every tree to insure every impact is addressed prior to building permit. 7/23/08 -Still saw some areas where utility installation under trees did not show root pruning and the sanitary at tree #357 is still too close to the tree. Revisit every tree to insure every impact is addressed prior to building permit. 3. Address the proposed gas impacts at the trees to be preserved. Provide prior to building permit. Landscaping: Development Review Agenda - Thursday, August 7, 2008 - Page 23 DRC Action Ag®da 1 1 1 , 8/5/08 - WW Response states you are requesting a waiver to providing wheel stops. This must be made through the Comprehensive Landscape Program. Justification must be provided; however, Staff is not supportive of such a waiver. 5/8/08 - WW Wheel stops are required for all parking spaces that abut landscape areas (in addition to required curbing). This applies to both existing parking spaces to remain and new parking spaces. 2. 8/5/08 - WW Response says it is shown on the plans, but that layer must not have been turned on. There is verbiage stating where the property line is, but no Imes that show it. 6/3/08 - WW Landscape Sheets L3.00 - L3.05 - Indicate the property lines on these sheets. 3 . 8/5/08 - WW Plans do not document any existing canopy that would prevent the planting of trees within this buffer. Based upon site inspection of this buffer area, there is significant area south of Cross Circle south of the high -rise ALF building that is void of any landscaping (other than grass) where accent trees can be planted unaffected by existing tree canopy. Upon further review with management, it is unclear why, except monetarily, the full 10 -foot (or seven -foot wide with decorative fence) wide buffer along the east side cannot be met by relocating the drive to the west for the 600 -foot length that the drive is presently located within the buffer. In checking with Rick Albee, there will be an impact on the existing trees to the west of this drive, but not a severe impact. Recommend moving the drive and other improvements over to meet the required buffer. 6/3/08 - WW Sheets L3.01 and L3.03 - A 10 -foot wide landscape buffer is proposed along the east property line and the request is to reduce it to five feet. A six -foot high decorative fence is proposed within this buffer, but no continuous hedge or shade trees every 35 feet. Provide a continuous hedge within this five -foot area on the inside of the proposed fence (DSP may be spec'ed in this area but plans are not clear; DSP is too small otherwise; Code requires shrubs as part of hedges to be 18 -24" high at time of planting). Provide accent trees (two accent trees = one shade tree) within this buffer where possible. Do not plant proposed accent trees under the canopy of existing trees. 4. 8/5/08 - WW Include as a condition of approval that the "future development" areas will need to meet Code buffer requirements at time of redevelopment (such that this development approval does not grant a future waiver to meet requirements). 6/4/08 - WW Sheets L3.00, L3.01, L3.02 and L3.11 - Landscape buffers are required along the north property line adjacent to the commercial areas fronting on Gulf to Bay Blvd and along the north property line of the Harbour Wood Nursing Home parcel. Unclear why these areas are being ignored, being shown as "future development ", as these areas can be planted to meet the requirements and preserved when these areas are developed in the future. Revise. 5 . 8/5/08 - WW Sheet L3.12 was not resubrrutted. Unclear if the Irngation Notes on Sheet L2.13 are being substituted for Sheet L3.12. Advise. 6/4/08 - WW Sheet L3.12 - Irrigation system must provide 100% coverage to all landscaped areas. Parks and Recreation: 1 . No issues regarding P &R impact fees - number of individual residential units will be the same, square footage of building footprint increasing by less than 1 %. 2. The Public Art and Design Impact Fee is due and payable on this project prior to issuance of building permit. This fee could be substantial and it is recommended that you contact Chris Hubbard at 727 -562 -4837 to calculate the assessment. Stormwater: Development Review Agenda - Thursday, August 7, 2008 - Page 24 DRC Action Agmda 1 1 The following sha„ oe addressed prior to issuance of Building Perri- 1. Provide a copy of the approved SWFWMD pernut. 2. A proposed drainage easement drawn from the center line of the creek to a point 25 -feet beyond the top of bank on either side of the creek to be dedicated to the City of Clearwater has been shown on the revised plan. Please submit easement legal description and other required documentation to Earl Barrett, Real Estate Services Manager at 727 -562 -4754 for review. Approval of the easement documentation is required prior to the issuance of the first Certificate of Occupancy. 3. Please submit the existing cross - access agreement between Harbour Wood and BVG for review to determine if the document can be m -lieu of the suggested 25' private drainage easement over the pond outfall pipe of the Harbour Wood Nursing Center General note: 1. DRC review is a prerequisite for Building Permit Review; additional comments may be forthconung upon subrmttal of a Building Permit Application. 2. At building permit application, applicant shall subnut drainage report, soil report, and any other drainage related document for review and record. Solid Waste: 1 . Please explain how all solid waste will be handled. Traffic Engineering: 1 . 1. The distribution of handicap parking stalls needs to be re- worked. For multiple building(s), handicap parking spaces shall be dispersed and located closest to the accessible entrances (Florida Building Code Ch. 11 Section 11- 4.6.2). 2. On page SC6.01 handicap sign detail, change the Florida Statute number to read " 318.18 ". 3. Provide ADA standard truncated domes where sidewalk crosses the roadway and/or driveway. Use FDOT 2008 Design Standards Index 304 page 6 of 6 and provide this detail on the site plan. See link provided: http: / /www. dot. state .fl.us /rddesign/rd/RTDS /08 /304.pdf 4. The 4 parallel parking loading spaces shall be 12' wide by 35' long. 5. On the site plan show marked white painted directional arrows for one- way circulation at the driveway at the Main CCRC building. 6. Provide an accessible route connection for buildings 4 through 9. Buildings 4 - 9 shall connect to each other and also to the Main CCRC building. 7. Provide a scaled turning template for a WB -50 truck manuevering in and out of the truck loading dock at the main ccrc building. 8. Provide vertical height clearance of 14' under all porter cocheres. Planning: The above to be addressed prior to a Community Development Board (CDB) hearing. General Note(s): 1. Applicant shall comply with the current Transportation Impact Fee Ordinance and fee schedule and paid prior to a Certificate of Occupancy (C.O.). 2. DRC review is a prerequisite for Building Permit Review; additional comments may be forthconung upon subnuttal of a Building Permit Application. Development Review Agenda - Thursday, August 7, 2008 - Page 25 DRC Aawn Agaida 1 1 1 . 8/5/08 - WW It is my understanding from Tom Mahony in Engineering, who is a surveyor, that the survey is to have such flood zone information on the survey. Based on FIRM Panel 125096- 0017D, there is Flood Zone AE 10 on the property. Needs to be shown on the survey and Master Site Plan. Need to ensure proposed buildings meet FEMA regulations. 6/3/08 - WW Flood zone information is missing from the survey. Revise. Also reflect the flood zones onto the site plans. There appears there may be a VE flood zone, which could affect location and/or design of units on the south side of the property. 2. 8/5/08 - WW The City is experiencing problems in issuing permits to Harbour Woods because the address is the same as Bayview Gardens, even if the parcel numbers are slightly different. The address for Harbour Woods should really change to a Sky Harbor address for this, and emergency response, purposes. 5/27/08 - WW The proposed project intends to keep the basic internal streets in their existing location. The request includes a proposal to gate this community, with a primary manned gate at Cross Blvd, a gate on Cross Circle northeast of the access drive to Sky Harbor Drive and a gate at the south end of the Harbour Wood Nursing Home parcel on Cross Blvd. The address for this site is 2855 Gulf to Bay Blvd , which is intended to be retained. However, the Harbour Wood Nursing Home, which is on a separate parcel and is owned by another entity, is also addressed at 2855 Gulf to Bay Blvd (per the phone book and their occupational license). The Property Appraiser has the Harbour Wood Nursing Home at 2861 Gulf to Bay Blvd. By design, the proposed gating of the project will require Harbour Wood personnel and guests to access that facility via Sky Harbor Drive. The address for Harbour Wood Nursing Home, therefore, should change to a Sky Harbor Drive address. Has the proposed gating and net effect regarding an address change been discussed with Harbour Wood management? 3. 8/6/08 & 5/8/08 - WW Building elevations (all buildings) need to indicate the proposed exterior materials and colors (including the color name). Provide samples /swatches of proposed colors (such as color 11 2, etc.). 4. 8/6/08 - WW I am not asking for the building to be relocated. I am asking for the pavement to meet the required five -foot setback. Proposed is 4.9 feet. Staff cannot support the reduction at this location. I am confident that, from an engineering standpoint, this required setback can be met through a rmnor relocation of the roadway. All trees in this area are being removed, so that cannot be a claim. 6/3/08 - WW Sheet SC3.03 - Proposed pavement near the southeast corner of the Nursing Home parcel does not meet the required 5 -foot side setback and the 10 -foot landscape buffer. Sheet SC3.09 states the pavement is proposed at a 4.9 -foot setback, while that which is drawn on Sheet SC3.03 is less than 4.9 feet. However, unclear why such setback and buffer cannot be met and Staff cannot support a 0.1 -foot reduction to the required setback. Revise. 5. 8/6/08 - WW Compliance with the Code requirements for this northern area is not being waived forever with any approval of this request and any such approval will be conditioned upon compliance with Code requirements when that area redevelops. 6/3/08 - WW Sheets SC3.01( ?), SC3.02, SC3.03 and SC3.05 - The chain link fencing along the north property line (cannot tell if it is proposed along the entire north property line - see Sheets SC3.01 and SC3.02) and along the west property line south of the Harbour Woods Nursing Home parcel must be green or black vinyl clad and must be planted with a continuous hedge or vine per Sections 3 -805.0 and .D (Sheet S3.04 indicates adequate landscaping along southwest property line). Development Review Agenda - Thursday, August 7, 2008 - Page 26 DRC Actim Agmda 1 1 6 . 8/6/08 - WW Show sight triangles on Sheets SC3.01 (on both sides of drive at Cross Blvd north of security building), L3.00 (at Sky Harbor Dr) and L3.01 (on both sides of drive at Cross Blvd north of security building). On Sheet SC3.02 show sight triangles at street intersection of Gulf to Bay Blvd and Cross Blvd at the property Imes, not the pavement edge. On Sheet L3.01, show Code sight triangles at street intersection of Gulf to Bay Blvd and Cross Blvd (not shown properly). 5/8/08 - WW On all appropriate site plan sheets and landscape sheets, show all required sight triangles. Ensure all objects and landscaping within the visibility triangles meet requirements. 7. 8/6/08 - WW Need to be a little more specific with what is possible. Any approval will include a condition of approval for such. 6/3/08 - WW We have been made aware by an adjoining property owner (Allan Stowell) that an air conditioning chiller located on the northwest side of the maintenance building west of the high -rise ALF building is extremely noisey. His concern is also with the closeness of the concrete pad to the property line. Can the concrete pad be cut back, while still maintaining adequete area for maintenance and operational aspects of the a/c unit and can a masonry wall a maximum of six feet in height be constructed to help mitigate the noise impacts of this a/c unit? 8. 8/6/08 - WW Since these land use designations have different maximum ISR's, provide the proposed ISR per land use designation (don't see on plans). 5/8/08 - WW Sheet G1.01 - Site Data - Indicate the existing Land Use designations on the property. Indicate the land area (square footage and acreage) under the three land use designations /zoning districts (CG /C, R/OG /O and RM/MDR). Indicate how the overall density was calculated, including that AL units are based on three beds = one dwelling unit, and upon what acreage the density was calculated (if utilizing all three land use designations /zoning distracts and based on density averaging). We have to report density averaging projects to the Pinellas Planning Council (PPC). Also, since these land use designations have different maximum ISR's, provide the proposed ISR per land use designation. Additionally, need to know if the number of beds /density of the nursing home outparcel is based solely on their land area (acreage) or if any portion of their density utilized the subject property to attain their number of beds /density (we previously spoke of such issue). May be in written form. See also other Planning comments regarding this issue. Sheet SC3.00 - Indicate on the subject property the locations of the land use designations Commercial General (CG) and Residential Medium (RM) and the locations of the Zoning Districts Commercial (C) and Medium Density Residential (MDR). 7/31/08 - WW Response says the second floor plans have been submitted; however, I do not find such plans. 6/4/08 - WW Provide the second floor plans for the duplex units (a and b floor plans). Development Review Agenda - Thursday, August 7, 2008 - Page 27 DRC Aeon Agmda I 1 10 . 8/6/08 - WW If the average grade has been determined to be 13.5 feet, unclear where the 83 feet height comes in. The highest point indicated on the elevations is 80.5 feet above average elevation. Revise Site Data on Sheet G1.01 and in written material. 6/4/08 - WW Elevations and Height - a. Definition of "height, building or structure" requires height to be measured using the average grade elevation of the site to the top of the building. Need to determine the height of the building so we can advertise properly (see also "b" below). b. Based on the Code definition of "height, building or structure ", parapets may only extend a maximum of 42- inches above the flat roof of the building. In this case, and assuming under "a" above that the building height is exceeding 50 feet, the parapet/mansard roof is dimensioned at 9' -11 ". Since this parapet/mansard roof exceeds the maximum of 42 ", the request for an increase to height would need to be determined from the average grade of the site to the top of the parapet/mansard roof. c. Based on the Code definition of "height, building or structure ", mechanical rooms may only extend a maximum of 16 feet above the flat roof of the building. I am unaware if any of these structural projections above the flat roof deck shown on the elevations are solely mechanical rooms or purely decorative architectural features. If solely mechanical rooms, Staff cannot support heights of these mechanical rooms exceeding 16 feet above the flat roof deck (dimensioned at 19' -10 "). For purely decorative architectural features, we would need to advertise the height of the building rather than the height of the parapet/mansard roof (see "b" above) but to the top of these decorative architectural features. 11 . 8/6/08 - WW You have answered regarding the main building. Please indicate for the duplex buildings and the guard house. 5/8/08 - WW Show or indicate the location of all outside mechanical equipment and required screening. 12. 8/6/08 - WW Based on the survey and site plans submitted, the proposed fence elinunates the handicap accessible path from the existing handicap parking spaces north of the high -rise ALF building adn does not replace it with a new handicap accessible path meeting Code requirements. Revise. 6/3/08 - WW Sheet SC3.02 - A proposed six -foot high decorative fence is proposed along the south side of the existing parking lot north of the high -rise ALF building, placing the parking lot outside of the fencing. Unclear how persons parking in this parking lot access the high -rise ALF building, especially handicap individuals. Need to provide an accessible path meeting ADA requirements for this project to Cross Blvd (see Traffic Engineering). 13. 8/6/08 - WW Agreed that the undergrounding will occur at this time only in the area of redevelopment. A condition of approval will be included requiring such undergrounding in future redevelopment phases when they come through the process. 6/3/08 - WW Code requires the undergrounding of any on -site overhead utilities. 14-. 8/6/08 - WW Thank you for revising based on the comments below. However, staff will be advertising differently now in the future and we need for you to revise how the request is stated (see "Request" on the DRC comments. Response to criteria needs to address and justify general Code requirements for that use as a point of comparison as to what is proposed. See me for discussion of this change. 6/4/08 - WW Attachment B - a. Ensure all reductions to setbacks are consistent with that listed by Staff in the "request "; b. Reductions to setbacks and landscape buffers are not required for cross - access driveways; and c. Ensure all landscape buffer reductions are consistent with that listed by Staff in the "request ". Development Review Agenda - Thursday, August 7, 2008 - Page 28 DRC Aw.. Ag -& 1 1 Notes: 15 . 8/6/08 - WW Need to be more specific with your response. If the gazebo and deck were constructed without the benefit of a building permit, and they are desired to be retained in their present location, then need to include in the request and provide justification. If approved by the CDB, then after -the -fact permits will be required. If, however, there are to be changes to the existing conditions, you need to tell me what you are proposing and then address such changed conditions in the request and justification. 6/3/08 - WW We have been made aware by an adjoining property owner (Allan Stowell) that a gazebo and deck northwest of the high -rise ALF building has been constructed close to the property line (with the deck apparently extending onto Mr. Stowell's property) without the benefit of a building permit. Provide documentation such structures were constructed with a building permit, remove such structures immediately or need to request to retain such structures (later will need to obtain required after -the -fact building permits), although removing any encroaching structures on Mr. Stowell's property. 16. 8/6/08 & 6/3/08 - WW The City has adopted amendments to our Comprehensive Plan prohibiting the establishment of new hospitals, nursing homes and assisted living facilities within the Coastal Storm Area and the area inundated by a category 2 hurricane. Need to ensure such facilities are not located within such areas. See Catherine Porter for information regarding Plan amending language and maps. 17. 8/6/08 - WW Response is that there will be only one person/bed per room in everything except the independent living units. Include as a condition of approval in the Staff Report. 6/4/08 - WW Based on the floor plans submtted for the main building, it is unclear what the maximum population (ie: maximum number of beds) is anticipated in this facility for areas other than the independent living units (attached dwellings), including the memory support, skilled nursing ( ?) and assised living units. How many beds per room? We need to include such population in the request. 18. Parking Sufficiency Study - After additional discussion of regulations by Planning staff, a Residential Infill Project parking requirement under the proposed MHDR District is two parking spaces per unitl. While you do not need to change what you already have in the Study, I do need for you to calculate what the Residential Infill Project parking requirement is,and indicate such in the Study. Additionally, I need such information included in the Site Data on Sheet G1.01. 19. When providing responses to DRC comments, please group comments by departments, as you received such comments, rather than as submitted on July 14th. Other: No Comments Development Review Agenda - Thursday, August 7, 2008 - Page 29 DRC Action Agmda I I 10:30 am ffa Case Number: FLD2008 -0501/- -- 2855 GULF TO BAY BLVD Owner(s): Bvg Acquisition Inc Dba Bayview Gardens Clearwater, F133759 TELEPHONE: No Phone, FAX: No Fax, E -MAIL: No Email I 1- 4) Sol, D Representative: Tampa Bay Engineering Group Inc 380 Park Place Blvd Clearwater, F133759 TELEPHONE: 727 -531 -3505, FAX: 727 -531 -1294, E -MAIL: BZARLENGA @TBEGROUP.COM Location: 31.12 total acres located generally at 2855 Gulf to Bay Boulevard (south side of Gulf to Bay Boulevard between Cross Boulevard [east] and Sky Harbor Drive [west]). Atlas Page: 300B Zoning District: C, Commercial Request: Flexible Development approval for the redevelopment of the overall 31.12 acre - property zoned Commercial (C) District, Office (0) District and Medium Density Residential (MDR) District to permit a total of 229 attached dwellings (Independent Living Units) (73 units existing to remain; 156 units proposed) and a total of 210 beds of assisted living facility (94 beds existing to remain; 116 beds proposed) with a reduction to the front (north) setback along Gulf to Bay Blvd from five to four feet (to existing sign), a reduction to the front (east) setback along Cross Blvd from 25 feet to one -foot (to existing pavement), a reduction to the front (north) setback along Cross Blvd from 25 to zero feet (to proposed guardhouse), a reduction to the side (east) setback from 10 to five feet (to existing pavement), a reduction to the side (west) setback from 10 to two feet (to existing pavement), a reduction to the side (north) setback from 10 to zero feet (to existing building and pavement) and an increase to building height from 25 to xx feet (to roof deck for existing assisted living facility building), as a Comprehensive Infill Redevelopment Project in the Commercial (C) District, under the provisions of Section 2- 704.C; and a reduction to the front (west) setback along Sky Harbor Drive from 25 to 21 feet (to existing building), an increase to building height from 30 to 74 feet (to roof deck for proposed building) and a reduction to the required number of parking spaces from 563 to 424 parking spaces, as a Residential Infill Project in the Medium Density Residential (MDR) District, under the provisions of Section 2- 304.G; Reductions to perimeter buffers along Cross Blvd (east) from 10 feet to one -foot (to existing pavement), along the east side from seven to five feet (to existing pavement), along the west side from five to two feet (to existing pavement), along the north side from 10 feet to zero feet (to existing building and pavement) and at the southeast corner of the adjacent nursing home parcel from 10 feet to 4.9 feet, as a Comprehensive Landscape Program under the provisions of Section 3- 1202.G. Proposed Use: Assisted living facilities Neighborhood No Registered Assocation Association(s): TELEPHONE: No Phone, FAX: No Fax, E -MAIL: No Email Neighborhood Clearwater Neighborhoods Coalition Association(s): Clearwater, F133763 1821 Springwood Cir S TELEPHONE: No Phone, FAX: No Fax, E -MAIL: No Email Presenter: Wayne Wells, Planner III Attendees Included: City: Wells ,Rice,Doherty,Keller,Albee,Beery Apphcant:Marc Mariano,Brian Zarlenga,Justm Howell,Troy Hart, John C1ees,George Hemandez,Doug Snuth,Kathenne Reek,Michelle Juviam,Sarah Bnetenger Guests:Allan Stowell,David Vaughn,Eugene Son,Rebecca Thone The DRC reviewed this application with the following comments: General Engineering: Development Review Agenda - Thursday, June 5, 2008 - Page 12 DRC Act— Ag.d, 1 1 Prior to the issuance .. a Bulding Permit: 1. Applicant shall obtain permanent address assignments from the Engineering Department. 2. The City of Clearwater will provide water taps, (Clearwater Code of Ordinances Section 32.095), set the water meters (Clearwater Code of Ordinances Section 32.096) and set the B.F.P.D.s (back flow prevention devices). The applicant is responsible for the water main extension from the tap to the device. Applicant is also responsible for all associated fees and all other installation fees. 3. Provide a copy of an approved Florida Department of Environmental Protection (F.D.E.P.) permit for the installation of the domestic water main prior to issuance of a building permit. Prior to Request for, Clearance, the applicant shall be responsible for bacteriological testing of completed water mains and all fees associated with the testing. The health permit application form(s) can be found at: http: / /www.dep.state.fl.us /water /drmkingwater /fonns.htrn 4. Please note the City Engineering has on file a recorded copy of a cross - access /cross parking agreement between the subject property and the Harbour Wood Nursing home (formerly Bayview Nursing Pavilion). 5. At building pernut, identify all sanitary sewer manholes and provide proposed pipe lengths and slopes for all sanitary pipes to be replaced. 6. Where water services are to be capped, the services shall be cut and capped as close to the water main as practical to prevent stagnation. 7. Sidewalks are required to be installed on both sides of the roads in this development and have a minimum width of 4 -feet. Community Development Code Sec. 3 -1907. 5) Sidewalks and sidewalk ramps adjacent to or a part of the project shall be designed and constructed consistent with City of Clearwater Contract Specifications and Standards Index #109, including the A.D.A. (Truncated domes per D.O.T. Index #304). General Note: If the proposed project necessitates infrastructure modifications to satisfy site - specific water capacity and pressure requirements and/or wastewater capacity requirements, the modifications shall be completed by the applicant and at their expense. If underground water mains and hydrants are to be installed, the installation shall be completed and in- service prior to construction in accordance with Fire Department requirements General Note: DRC review is a prerequisite for Building Percent Review; additional comments may be forthcoming upon subcruttal of a Building Permit Application. Environmental: Prior to building permit: Provide detailed erosion control measures for the construction wash down area. Fire: I . The porte- cacheres must have a clear hieght of 14'. Acknowledge PRIOR TO CDB 2. Must Comply with Ordinance No. 7617 -06 Radio System Regulations for buildings, Install 911 Radio Repeater / Antenna Booster System for emergency Fire and Police commumcations.Acknowledge intent to comply in letter form for file PRIOR TO CDB 3. Provide location of Fire Department Connection. This must be a minimum of 15' from the building in an accesible location and be within 25' to 50' of a dedicated fire hydrant. Show on Utility pages PRIOR TO CDB. 4. All vehicle gates will be required to be equiped with a Knox Key switch and have battery backup in the event of power outage. Show on plan pages SC3.01,SC3.02, SC3.03, SC3.08 PRIOR TO CDB 5 . All vehicle gates must maintain a minimum 20' clear opening. Show on pages SC3.01, SC3.02, SC3.03 & SC3.08 PRIOR TO CDB Harbor Master: 1 . No issues. Legal: 1 . No issues. Land Resources: Development Review Agenda - Thursday, June 5, 2008 - Page 13 DRC Action Agmda 1 1 1 , Reasses potential ii -pacts at every tree to be preserved. Address uth , demo impacts under the trees canopies. Insure all proposed utilities are addressed, roof drains and sanitary demo at trees #361 and #366, sanitary demo at tree #352, roof drain at trees #431, 411 and 440, water Imes at #440 and storm drain at tree 398. The proposed sanitary is too close to tree #357. These are dust a few examples. Revisit every tree to insure every impact is addressed prior to building permit. 2. Show the propsed undergroud electic on the tree preservation plan and address the possible tree impacts prior to building permit. 3. Show to remove all #1 and #2 rated trees prior to building permit. 4. Tree replacement are required for all #2.5 rated trees and above and palm trees equal 1 removed or replacements. Revise calculations prior to building permit. Landscaping: Development Review Agenda - Thursday, June 5, 2008 - Page 14 DRC Action Ag.da I 1 Wheel stops are rey...red for all parking spaces that abut landscape .s (in addition to required curbing). This applies to both existing parking spaces to remain and new parking spaces. Sheet SC3.01, SC3.02, L3.00 and L3.01 - A six -foot high decorative fence is proposed extending along Sky Harbor Drive north of the project drive and then into the property along the north side of this drive and on the east side along Cross Blvd. Section 3- 804.A.3 requires a three -foot wide landscape area with a hedge on the outside of the fence on the street side of the fence. Additionally, with the amount of improvement to this property, even though the areas around this drive entrance on Sky Harbor Drive is not proposed to be renovated and is for "future" development, landscaping improvements should be made at this project entrance. Revise. 3. Landscape Sheets L3.00 - L3.05 - Indicate the property lines on these sheets. 4. Sheets L3.01 and L3.03 - A 10 -foot wide landscape buffer is proposed along the east property line and the request is to reduce it to five feet. A six -foot high decorative fence is proposed within this buffer, but no continuous hedge or shade trees every 35 feet. Provide a continuous hedge within this five -foot area on the inside of the proposed fence (DSP may be spec'ed in this area but plans are not clear; DSP is too small otherwise; Code requires shrubs as part of hedges to be 18 -24" high at time of planting). Provide accent trees (two accent trees = one shade tree) within this buffer where possible. Do not plant proposed accent trees under the canopy of existing trees. 5 . Sheet L3.06 - Planting Schedule lists the specifications for SPX and WRX "as noted on plan ". Plan does not indicate height of these palms. Code requires a rmmmum height of 10 -foot clear trunk. Revise to indicate minimum height. 6. Sheet L3.06 - Code requirement for accent trees is a nummum of eight -foot tall and two -inch caliper at time of planting. Planting Schedule specifications for LI, LJ and MC do not indicate these minimum standards. Revise. 7. Sheet L3.01 - Parking lot north of the existing high -rise ALF can be improved with landscaping within the east and west perimeter buffers (none shown). Revise. 8. Sheet L3.I I - If the required "interior islands required" is 2 8,3 18 sf and the "interior islands provided is 30,671 sf, with shrubs required at 50% of the "interior islands required" of 14,159 sf, unclear how the "shrubs provided" is greater in square footage (31,866 sf) than the "interior islands provided" of 30,671 sf. Advise /revise. 9. Sheets L3.00, L3.01, L3.02 and L3 11 - Landscape buffers are required along the north property line adjacent to the commercial areas fronting on Gulf to Bay Blvd and along the north property line of the Harbour Wood Nursing Home parcel. Unclear why these areas are being ignored, being shown as "future development ", as these areas can be planted to meet the requirements and preserved when these areas are developed in the future. Revise. 10 . Sheet L3.02 - Seven PE are proposed along the east property line of the Harbour Wood Nursing Home parcel. Since PE produces sap, which people don't like dropping on their cars, recommending relocating any PE shown so that they are not closer than 20 feet to any parking area (we get many requests to remove pines for this reason; we are trying to prevent their future removal). 11 . Sheet L3.12 - Irrigation system must provide 100% coverage to all landscaped areas. 12. Comprehensive Landscape Program - Need to identify all reductions or changes from Code landscaping requirements that are requested and the reponses to the crteria need to address these reductions and changes in light of the criteria. Landscape associated with the Comprehensive Landscape Program shall exceed minimum Code requirements to offset the areas where minimum Code will not be met. Parks and Recreation: I . The Public Art and Design Impact Fee is due and payable on this project prior to issuance of building permit. This fee could be substantial and it is recommended that you contact Chris Hubbard at 727 -562 -4837 to calculate the assessment. Stormwater: Development Review Agenda - Thursday, June 5, 2008 - Page 15 DRC A.U.. Ag.da I I The following shat, „o addressed at Building Permit application. 1. City of Clearwater criteria allows only 1/2 credit to be given to the existing impervious area in curve number determination. 2. Provide a copy of the approved SWFWMD permit. 3. Show on the construction plan a drainage easement drawn from the center line of the creek to a point 25 -feet beyond the top of bank on either side of the creek to be dedicated to the City of Clearwater. Sufficient documentation shall be submitted and approved prior to issuance of the first Certificate of Occupancy. Please contact Earl Barrett at 727 -562 -4754 for further information. 4. The City of Clearwater suggests a 25' private drainage easement over the pond outfall pipe of the Harbour Wood Nursing Center to be dedicated to the owner of this center. Please show this easement on the construction plan and a copy of the easement document to be submitted to the City for record. General note: 1. DRC review is a prerequisite for Building Permit Review; additional comments may be forthcoming upon submittal of a Building Permit Application. Solid Waste: 1 . Please explain how all solid waste will be handled. Traffic Engineering: 1 . Traffic Operations Division shall require that the parking study take into account similar assisted living facilities in the Pinellas County area. The parking ratios for these facilities in the nearby area are a better reflection of what the proposed parking will be. 2. Handicapped parking stalls shall be dispersed throughout all buildings. 3. Provide a minmum of 9 handicap - parking stalls per Florida Accessibility Code for Building Construction Chapter 11, Section 11-4.12. Also show this on the " Site Data" page. 4. Provide handicap parking stall and sign details compliant with City standards. http: / /www. myclearwater. com/gov/ depts/ pwa /engin/Production/stddet/mdex. asp 5. Provide ADA standard truncated domes where sidewalk crosses the roadway and/or driveway. Use FDOT 2006 Design Standards Index 304 and provide this detail on the site plan. 6. Provide typical dimensions for parking stalls and drive aisles. The dimensional width and length of a parking stall shall be to current City standards. 7. For multiple building(s), handicapped parking spaces shall be dispersed and located closest to the accessible entrances (Florida Building Code Ch. 11 Section 114 6.2). Planning: The above to be addressed prior to a Community Development Board (CDB) hearing. General Note(s): 1) Applicant shall comply with the current Transportation Impact Fee Ordinance and fee schedule and paid prior to a Certificate of Occupancy (C.O.). 2) DRC review is a prerequisite for Building Permit Review; additional comments may be forthcoming upon submittal of a Building Permit Application. Development Review Agenda - Thursday, June 5, 2008 - Page 16 DRC Action Agmda I 1 Show or indicate the .jcation of all outside mechanical equipment an, _- quired screening. Based on the floor plans submitted, there are "memory support" units on the first floor and "skilled nursing" units indicated on the second and third floors. The property is zoned Medium Density Residential (MDR) District, where "nursing homes" are not a listed permissable use. Unclear of how the State will classify /license the "memory support" units, but if as a "nursing home" this appears to be a problem also. One cannot request such use through Residential Infill Project use, as the criteria requires requested uses to be listed within the zoning district. Nursing homes are permissable in the MHDR District. Revise. Sheet G1.01 - Site Data - Indicate the existing Land Use designations on the property. Indicate the land area (square footage and acreage) under the three land use designations /zoning districts (CG /C, R/OG /O and RM/MDR). Indicate how the overall density was calculated, including that AL units are based on three beds = one dwelling unit, and upon what acreage the density was calculated (if utilizing all three land use designations /zoning districts and based on density averaging). We have to report density averaging projects to the Pinellas Planning Council (PPC). Also, since these land use designations have different maximum ISR's, provide the proposed ISR per land use designation. Additionally, need to know if the number of beds /density of the nursing home outparcel is based solely on their land area (acreage) or if any portion of their density utilized the subject property to attain their number of beds /density (we previously spoke of such issue). May be in written form. See also other Planning comments regarding this issue. Sheet SC3.00 - Indicate on the subject property the locations of the land use designations Commercial General (CG) and Residential Medium (RM) and the locations of the Zoning Districts Commercial (C) and Medium Density Residential (MDR). Sheet G1.01 - Revise Site Data Note #1 to 2855 Gulf to Bay Boulevard. Please provide the math to document the HarbourWood Nursing Home density is contained on their own property. Our occupational license indicates 120 beds. You indicate in your response to General Applicability criteria #1 that their density is 14.7 du/acre. I do not know their acreage and am unclear if you used 3 beds = one du. If their density is not contained on their own property, need to reflect such in your density calculations for this project. Additionally, please provide documentation that they have their required parking on their own property Parking requirement is one space /1,000 square feet of GFA. If they do not have their required parking on their own property, since this nursing home used to be part of Morton Plant Mease property, then need to provide required parking on the subject property of this application to meet the minimum Code requirement. 6. Building elevations (all buildings) need to indicate the proposed exterior materials and colors (including the color name). Provide samples /swatches of proposed colors (such as color 1, 2, etc.). 7. On all appropriate site plan sheets and landscape sheets, show all required sight triangles. Ensure all objects and landscaping within the visibility triangles meet requirements. 8 . The proposed project intends to keep the basic internal streets in their existing location. The - request includes a proposal to gate this community, with a primary manned gate at Cross Blvd, a gate on Cross Circle northeast of the access drive to Sky Harbor Drive and a gate at the south end of the Harbour Wood Nursing Home parcel on Cross Blvd. The address for this site is 2855 Gulf to Bay Blvd., which is intended to be retained. However, the Harbour Wood Nursing Home, which is on a separate parcel and is owned by another entity, is also addressed at 2855 Gulf to Bay Blvd (per the phone book and their occupational license). The Property Appraiser has the Harbour Wood Nursing Home at 2861 Gulf to Bay Blvd. By design, the proposed gating of the project will require Harbour Wood personnel and guests to access that facility via Sky Harbor Drive. The address for Harbour Wood Nursing Home, therefore, should change to a Sky Harbor Drive address. Has the proposed gating and net effect regarding an address change been discussed with Harbour Wood management? Development Review Agenda - Thursday, June 5, 2008 - Page 17 DRC Aw- Ag.da 1 I 9 . We have been made _ „are by an adjoining property owner (Allan Stc, t) that an air conditionmg chiller located on the northwest side of the maintenance building west of the high -rise ALF building is extremely noisey. His concern is also with the closeness of the concrete pad to the property line. Can the concrete pad be cut back, while still maintaining adequete area for maintenance and operational aspects of the a/c unit and can a masonry wall a maximum of six feet in height be constructed to help rmtigate the noise unpacts of this a/c unit? 10. We have been made aware by an adjoining property owner (Allan Stowell) that a gazebo and deck northwest of the high -rise ALF building has been constructed close to the property line (with the deck apparently extending onto Mr. Stowell's property) without the benefit of a building permit. Provide documentation such structures were constructed with a building perrmt, remove such structures immediately or need to request to retain such structures (later will need to obtain required after - the -fact building pemuts), although removing any encroaching structures on Mr. Stowell's property. 11 . Sheet G1.01 - Site Data Note #11 - Since the plans indicate DER jurisdictional areas, unclear of the meaning of this note. 12. The City has adopted amendments to our Comprehensive Plan prohibiting the establishment of new hospitals, nursing homes and assisted living facilities within the Coastal Storm Area and the area inundated by a category 2 hurricane. Need to ensure such facilities are not located within such areas. See Catherine Porter for information regarding Plan amending language and maps. 13. Flood zone information is rmssing from the survey. Revise. Also reflect the flood zones onto the site plans. There appears there may be a VE flood zone, which could affect location and/or design of units on the south side of the property. 14. Survey and plans indicates a "Parcel 1” in the northeast corner for the high -rise ALF building. This "Parcel 1" is presumed to be for internal applicant purposes only, as there is no separate parcel per the Pinellas County Property Appraiser information. Any such desire to separate this "Parcel 1" from the rest of the property (Parcel 2) requires the filing of a subdivision application with the City and compliance with all applicable Code provisions. 15 . Based on the number of parking spaces indicated on Sheet SC3.00 and assuming (based on the elevations of the nine duplex buildings) four parking spaces for each duplex building, I count a total of 427 parking spaces provided. Sheet G1.01 indicates a total of 424 spaces. Reconcile parking numbers. 16. Sheet SC3.01 - A pedestrian gate is proposed at the existing sidewalk on the north side of the drive to Sky Harbor Drive close to the proposed gate. While there are existing sidewalks on the south side of the drive to Sky Harbor Drive, these sidewalks appear narrow (not complying with ADA width requirements). Need to provide an accessible path meeting ADA requirements for this project to Sky Harbor Drive (see Traffic Engineering). 17. Sheet SC3.01 - A six -foot lugh decorative fence is proposed extending along Sky Harbor Drive north of the project drive and then into the property along the north side of this drive. There is an existing wall in this location. Unclear of the need for a double "fence /wall" at this location. Advise. 18. Sheet SC3.02 - Unclear why the proposed guard house could not be moved back to meet required (or greater than presently proposed) setbacks and provide the required opening width in the gate the Fire Department needs. Advise /revise. 19. Sheet SC3.02 - A proposed six -foot high decorative fence is proposed along the south side of the existing parking lot north of the high -rise ALF building, placing the parking lot outside of the fencing. Unclear how persons parking in this parking lot access the high -rise ALF building, especially handicap individuals. Need to provide an accessible path meeting ADA requirements for this project to Cross Blvd (see Traffic Engineering). 20. Sheet SC3.02 - Show handicap parking in the parking lot north of the high -rise ALF building, meeting Code requirements. 21 . Sheet SC3.03 - There is an existing dumpster at the southeast comer of the adjacent nursing home. Ensure the proposed decorative fence does not create asses for the trash truck turning movements. 22. Sheets SC3.01( ?), SC3.02, SC3.03 and SC3.05 - The chain link fencing along the north property line (cannot tell if it is proposed along the entire north property line - see Sheets SC3.01 and SC3.02) and along the west property line south of the Harbour Woods Nursing Home parcel must be green or black vinyl clad and must be planted with a continuous hedge or vine per Sections 3 -805.0 and .D (Sheet S3.04 indicates adequate landscaping along southwest property line). Development Review Agenda - Thursday, June 5, 2008 - Page 18 DRC Action Agmda 1 1 23 . Sheet SC3.03 - Prop—ed pavement near the southeast corner of the 1\ ing Home parcel does not meet the required 5 -foot side setback and the 10 -foot landscape buffer. Sheet SC3.09 states the pavement is proposed at a 4.9 -foot setback, while that which is drawn on Sheet SC3.03 is less than 4.9 feet. However, unclear why such setback and buffer cannot be met and Staff cannot support a 0.1 -foot reduction to the required setback. Revise. 24. Code requires the undergrounding of any on -site overhead utilities. 25 . Sheet L3.11 - Remove the "Parking Requirements" from this sheet to avoid inconsistent information, as the numbers provided are inconsistent with that on Sheet G1.01 and by actual parking counts. 26. Sheet L3.03 - Relocate "wayfinding signage" out of Cross Blvd. roadway. 27. Sheet L3.10 - While signage is not being reviewed under this FLD case, the survey and Sheet SC3.01 indicate a "signage easement" at the Sky Harbor Drive entrance, which most likely is for the Harbour Wood Nursing Home. Unclear how the sign indicated on this sheet for this area provides any signage for the Nursing Home. Advise. 28 . Sheet SC3.03 - A screen wall is indicated around the loading and dumpster area with a note to "see landscape plan" assumably for the details for such. No such screen wall is indicated on the Landscape Plans. Revise. 29. Sheet SO 02 - Assumably there will be a pedestrian gate at Cross Blvd near the guard house. If the "pedestrian gate" detail on Sheet L3.10 is to be used, this is a problem with fence height. Advise /revise. 30. Sheet SC3.03 - In order to comply with ADA accessible path requirements for the Harbour Wood Nursing Home parcel, won't a pedestrian gate be required at the sidewalk at Cross Circle (see Traffic Engineering)? 31 . Provide the second floor plans for the duplex units (a and b floor plans). 32. Elevations and Height - a. Definition of "height, building or structure" requires height to be measured using the average grade elevation of the site to the top of the building. Need to determine the height of the building so we can advertise properly (see also "b" below). b. Based on the Code definition of "height, building or structure ", parapets may only extend a maximum of 42 -mches above the flat roof of the building. In this case, and assuming under "a" above that the building height is exceeding 50 feet, the parapet/mansard roof is dimensioned at V-11". Since this parapet/mansard roof exceeds the maximum of 42 ", the request for an increase to height would need to be determined from the average grade of the site to the top of the parapet/mansard roof. c. Based on the Code definition of "height, building or structure ", mechanical rooms may only extend a maximum of 16 feet above the flat roof of the building. I am unaware if any of these structural projections above the flat roof deck shown on the elevations are solely mechanical rooms or purely decorative architectural features. If solely mechanical rooms, Staff cannot support heights of these mechanical rooms exceeding 16 feet above the flat roof deck (dimensioned at 19' -10 "). For purely decorative architectural features, we would need to advertise the height of the building rather than the height of the parapet/mansard roof (see "b" above) but to the top of these decorative architectural features. 33 . Elevations - Elevations are directionally impaired (revise): a. East is really West; b. South is really North; c. West is really East; and d. North is really South. 34. Based on the floor plans submitted for the main building, it is unclear what the maximum population (ie: maximum number of beds) is anticipated in this facility for areas other than the independent living units (attached dwellings), including the memory support, skilled nursing ( ?) and assised living units. How many beds per room? We need to include such population in the request. 35 . Application/request - Ensure the request includes the maximum number of beds that will be in the ALF (existing and proposed) and includes all setback reductions, parking reduction, height increase and landscape buffer reductions. 36. Attachment B - a. Ensure all reductions to setbacks are consistent with that listed by Staff in the "request"; b. Reductions to setbacks and landscape buffers are not required for cross - access driveways; and c. Ensure all landscape buffer reductions are consistent with that listed by Staff in the "request ". Development Review Agenda - Thursday, June 5, 2008 - Page 19 DRC Action Agamda 1 I 37 . Parking Sufficiency _ady - a. Introduction - Harbour Wood to the west is a nursing home, not an assisted living facility; b. Existing Conditions - It is unclear if you are equating independent living units with independent living BEDS. If independent living units are attached dwellings by our Code, these dwellings could have a minimum of one person to "x" number of persons living in it. You further refer to 323 living units (= to people ?); c. Proposed Conditions - Again, you refer to 116 assisted living units (= to beds ?); d. Proposed Conditions - The duplex dwellings are proposed along the south and east sides of the property, not the west. Correct? e. Was there an analysis done on the existing Bayview Gardens as to the number of units/beds, the number of persons living in the facility owning a car or cars, when the existing parking spaces are fully utilized (or empty), the use of buses for the existing facility, etc.? This would be good information relative to the existing facility providing a comparison to the proposed conditions. 38 . Ensure the responses to the General Applicability, Comprehensive Infill Redevelopment Project and Residential Infill Project criteria address all of the requested reductions and/or increases in the individual responses, as appropriate to the criteria. Other: No Comments Notes: This application is insufficient to move forward to the CDB Revise all plans and application material appropriately and submit 15 new sets of materials to be scheduled for additional DRC review. Development Review Agenda - Thursday, June 5, 2008 - Page 20 DRC Action Agenda I 1 E, Wells, Wayne From: Kronschnabl, Jeff Sent: Wednesday, June 04, 2008 12:42 PM To: Garriott, Kevin; Bates, Dan; Delk, Michael Cc: Wells, Wayne Subject: RE: My inaugural meeting with Mr. Allan Stowell (cell phone 644 -2700) Noise complaints ate handled by the police department - I've copied Deputy Chief Williams - thanks - - - -- Original Message---- - From: Garrott, Kevin Sent: Wednesday, June 04, 2008 12:20 PM To: Bates, Dan; Delk, Michael; Kronschnabl, Jeff Cc: Wells, Wayne Subject: RE: My inaugural meeting with Mr. Allan Stowell (cell phone 644 -2700) Our inspector went to the site this AM Checking the a/c equipment which had a permit and was replaced in 2005 This property is going for a variance at DRC tomorrow, I believe - - - -- Original Message---- - From: Bates, Dan Sent: Wednesday, June 04, 2008 8:57 AM To: Delk, Michael; Kronschnabl, Jeff Cc: Wells, Wayne; Garrott, Kevin Subject: My inaugural meeting with Mr. Allan Stowell (cell phone 644 -2700) Teammates - At about 4:50 p.m. yesterday (Tuesday, June 3, 2008) I had occasion to be walking past our CRT f ront counter as Inspector Phillips and Inspector McMahan were engaged in conversation / research for a subject later identif ied as Mr. Stowell. As it turns out, they were locating and providing Stollwell with copies of Clearwater Code 15 -08 "Noise." Stowell advised he had just finished a visit with "Wayne" in planning. Mr. Stowell was asking to speak to someone "in charge" and I identified myself. He stated that he had just returned from the "field" and was visibly upset that the Clearwater Police Officer who had responded to what turns out to be Mr. Stowell's vacant lot north of Village Inn (a property he also owns) regarding Mr. Stowell's complaint of excessive noise. Mr. Stowell explained that a large 37 acre ACLF which is built adjacent to Mr. Stowells aforementioned vacant lot has a large cold water HVAC chiller unit built near the south boundary of 5towell's vacant property and, in Stowell's opinion, the operational noise coming from said chiller unit is "deafening." Mr. Stowell's disappointment stemmed from the fact that the officer responding could not locate the Clearwater noise ordinance in a book the officer kept in the trunk of his patrol vehicle, the officer did not carry, nor did he know where to acquire a "noise measuring device" (decimeter), and the office did not carry any business cards to provide to Stowell with the officer's name and report number. 1 1�-*i Stowell went on to explai,i that the ACFL is going to be redt.veloped soon and there is a DRC meeting regarding the project this Thursday (June 5th, 2008) of which Stowell has been noticed and plans to attend. His contention was that the chiller units present location impedes his ability to develop the aforementioned vacant lot upon which he tentatively plans to possibly build a medical office building. He was convinced that he needed a noise meter reading to substantiate his assertion. "I'll meet you out there" Stowell stated however my reply was I had no intention of traveling to his site and becoming involved in this issue. After speaking to both Janet M. and myself I asked Stowell if he was familiar with the noise complaints involving Cafe 13; located in Safety Harbor however effecting Clearwater residents. When he said he was not, I provided him with the newspaper article that I had which outlined the entire ongoing issue. I asked Stowell what he would do IF a noise meter reading did NOT substantiate his assertion that the noise was excessive (As was the case with Cafe 13). He then decided that perhaps the noise meter portion of his objection might be a risk he didn't want to take. He then went on to want to discuss the entire issue of "private roads" and I advised him it was after 5:30 p.m. and I had no useful information regarding private roads, his rights to access his own residence via a private road, whether private roads needed to be closed at least one day per year (as they do in Times Square) OR anything involving the history of the private road (apparently running through the 37 acre ACLF site). I left him with the thought that he was on the right track attending the Thursday CRT meeting and that was the best place and the best process for him to air his concerns regarding loud chiller units, sound buffers, private roads and anything else that was a concern to him. Just giving you a too long heads up regarding what was discussed in the CRT office. I found it interesting that when I asked Mr. Stowell for a business card he did not have one - but rather wrote his name and cell phone number on a yellow pad and tore it off for me. - db Dan Bates Manager: Development Services CITY OF CLEARWATER Office Telephone: (727) 562 -4723 2 10:30 amp Case Number: FLD2008 -050i< -- 2855 GULF TO BAY BLVD Owner(s): Bvg Acquisition Inc Dba Bayview Gardens Clearwater, F133759 TELEPHONE: No Phone, FAX: No Fax, E -MAIL: No Email gprk% 40, spe 0 8 -PRt Representative: Tampa Bay Engineering Group Inc 380 Park Place Blvd u"*M64)d Clearwater, FI 33759 TELEPHONE: 727 -531 -3505, FAX: 727 -531 -1294, E -MAIL: BZARLENGA @TBEGROUP.COM Location: 31.12 total acres located generally at 2855 Gulf to Bay Boulevard (south side of Gulf to Bay Boulevard between Cross Boulevard [east] and Sky Harbor Drive [west]). Atlas Page: 300B Zoning District: C, Commercial Request: Flexible Development approval for the redevelopment of the overall 31.12 acre - property zoned Commercial (C) District, Office (0) District and Medium Density Residential (MDR) District to permit a total of 229 attached dwellings (Independent Living Units) (73 units existing to remain; 156 units proposed) and a total of 210 beds of assisted living facility (94 beds existing to remain; 116 beds proposed) with a reduction to the front (north) setback along Gulf to Bay Blvd from five to four feet (to existing sign), a reduction to the front (east) setback along Cross Blvd from 25 feet to one -foot (to existing pavement), a reduction to the front (north) setback along Cross Blvd from 25 to zero feet (to proposed guardhouse), a reduction to the side (east) setback from 10 to five feet (to existing pavement), a reduction to the side (west) setback from 10 to two feet (to existing pavement), a reduction to the side (north) setback from 10 to zero feet (to existing building and pavement) and an increase to building height from 25 to xx feet (to roof deck for existing assisted living facility building), as a Comprehensive Infill Redevelopment Project in the Commercial (C) District, under the provisions of Section 2- 704.C; and a reduction to the front (west) setback along Sky Harbor Drive from 25 to 21 feet (to existing building), an increase to building height from 30 to 74 feet (to roof deck for proposed building) and a reduction to the required number of parking spaces from 563 to 424 parking spaces, as a Residential Infill Project in the Medium Density Residential (MDR) District, under the provisions of Section 2- 304.G; Reductions to perimeter buffers along Cross Blvd (east) from 10 feet to one -foot (to existing pavement), along the east side from seven to five feet (to existing pavement), along the west side from five to two feet (to existing pavement), along the north side from 10 feet to zero feet (to existing building and pavement) and at the southeast corner of the adjacent nursing home parcel from 10 feet to 4.9 feet, as a Comprehensive Landscape Program under the provisions of Section 3- 1202.G. Proposed Use: Assisted living facilities Neighborhood No Registered Assocathon Association(s): TELEPHONE: No Phone, FAX: No Fax, E -MAIL: No Email Neighborhood Clearwater Neighborhoods Coalition Association(s): Clearwater, F133763 1821 Sprmgwood Cir S TELEPHONE: No Phone, FAX: No Fax, E -MAIL: No Email Presenter: Wayne Wells, Planner III Attendees Included: City: Wayne Wells, Scott Rice, Steve Doherty, Jim Keller, Rick Albee, Tom Glenn Applicant: Marc Mariano, The DRC reviewed this application with the following comments: General Engineering: Development Review Agenda - Thursday, June 5, 2008 - Page 12 DRC Action Ag®da 1 1 1. Applicant shall ot,. -.n permanent address assignments from the Ent .cering Department prior to submission of a building permit application. 2. The City of Clearwater will provide water taps, (Clearwater Code of Ordinances Section 32.095), set the water meters (Clearwater Code of Ordinances Section 32.096) and set the B.F.P.D.s (back flow prevention devices). The applicant is responsible for the water main extension from the tap to the device. Applicant is also responsible for all associated fees and all other installation fees. 3. Provide a copy of an approved Florida Department of Environmental Protection (F.D.E.P.) permit for the installation of the domestic water main prior to issuance of a building permit. Prior to Request for Clearance, the applicant shall be responsible for bacteriological testing of completed water mains and all fees associated with the testing. The health permit application form(s) can be found at: http: / /www.dep. state .fl.us /water /drinkingwater /forms.htm 4. Please note the City Engineering has on file a recorded copy of a cross - access /cross parking agreement between the subject property and the Harbour Wood Nursing home (formerly Bayview Nursing Pavilion). 5. At building permit, identify all sanitary sewer manholes and provide proposed pipe lengths and slopes for all sanitary pipes to be replaced. 6. Where water services are to be capped, the services shall be cut and capped as close to the water main as practical to prevent stagnation. General Note: If the proposed project necessitates infrastructure modifications to satisfy site - specific water capacity and pressure requirements and/or wastewater capacity requirements, the modifications shall be completed by the applicant and at their expense. If underground water mains and hydrants are to be installed, the installation shall be completed and in- service prior to construction in accordance with Fire Department requirements. General Note: DRC review is a prerequisite for Building Permit Review; additional comments may be forthcormng upon submittal of a Building Perrmt Application. Environmental: Prior to building permit: Provide detailed erosion control measures for the construction wash down area. Fire: I . The porte - cacheres must have a clear hieght of 14'. Acknowledge PRIOR TO CDB 2. Must Comply with Ordinance No. 7617 -06 Radio System Regulations for buildings, Install 911 Radio Repeater / Antenna Booster System for emergency Fire and Police communications.Acknowledge intent to comply in letter form for file PRIOR TO CDB 3. Add 80,000 lb. requirement to bridge comment on page CS3.02 and SC3.04 PRIOR TO CDB 4. Provide location of Fire Department Connection. This must be a minimum of 15' from the building in an accesible location and be within 25' to 50' of a dedicated fire hydrant. Show on Utility pages PRIOR TO CDB. 5 . All vehicle gates will be required to be equiped with a Knox Key switch and have battery backup in the event of power outage. Show on plan pages SC3.01,SC3.02, SC3.03, SC3.08 PRIOR TO CDB 6. All vehicle gates must maintain a minimum 20' clear opening. Show on pages SC3.01, SC3 02, SC3.03 & SC3.08 PRIOR TO CDB Harbor Master: Legal: No issues. No issues. Land Resources: 1 . Reasses potential impacts at every tree to be preserved. Address utility demo impacts under the trees canopies. Insure all proposed utilities are addressed, roof drains and sanitary demo at trees #361 and #366, sanitary demo at tree #352, roof drain at trees #431, 411 and 440, water lines at #440 and storm drain at tree 398. The proposed sanitary is too close to tree #357. These are just a few examples. Revisit every tree to insure every impact is addressed prior to building permit. 2. Show the propsed undergroud eclectic on the tree preservation plan and address the possible tree impacts prior to building permit. Development Review Agenda - Thursday, June 5, 2008 - Page 13 DRC Action Agenda 1 1 Landscaping: 1 . Wheel stops are required for all parking spaces that abut landscape areas (in addition to required curbing). This applies to both existing parking spaces to remain and new parking spaces. 2. Sheet SC3.01, SC3.02, L3.00 and L3.01 - A six -foot high decorative fence is proposed extending along Sky Harbor Drive north of the project drive and then into the property along the north side of this drive and on the east side along Cross Blvd. Section 3- 804.A.3 requires a three -foot wide landscape area with a hedge on the outside of the fence on the street side of the fence. Additionally, with the amount of unprovement to this property, even though the areas around this drive entrance on Sky Harbor Drive is not proposed to be renovated and is for "future" development, landscaping improvements should be made at this project entrance. Revise. 3. Landscape Sheets L3.00 - L3.05 - Indicate the property lines on these sheets. 4. Sheets L3.01 and L3.03 - A 10 -foot wide landscape buffer is proposed along the east property line and the request is to reduce it to five feet. A six -foot high decorative fence is proposed within this buffer, but no continuous hedge or shade trees every 35 feet. Provide a continuous hedge within this five -foot area on the inside of the proposed fence (DSP may be spec'ed in this area but plans are not clear; DSP is too small otherwise; Code requires shrubs as part of hedges to be 18 -24" high at time of planting). Provide accent trees (two accent trees = one shade tree) within this buffer where possible. Do not plant proposed accent trees under the canopy of existing trees. 5. Sheet L3.06 - Planting Schedule lists the specifications for SPX and WRX "as noted on plan ". Plan does not indicate height of these palms. Code requires a minimum height of 10 -foot clear trunk. Revise to indicate minimum height. 6. Sheet L3.06 - Code requirement for accent trees is a minimum of eight -foot tall and two -inch caliper at time of planting. Planting Schedule specifications for LI, LJ and MC do not indicate these minimum standards. Revise. 7. Sheet L3.01 - Parking lot north of the existing high -rise ALF can be improved with landscaping within the east and west perimeter buffers (none shown). Revise. 8. Sheet L3.11 - If the required "interior islands required" is 28,318 sf and the "interior islands provided" is 30,671 sf, with shrubs required at 50% of the "interior islands required" of 14,159 sf, unclear how the "shrubs provided" is greater in square footage (31,866 sf) than the "interior islands provided" of 30,671 sf. Advise /revise. 9. Sheets L3.00, L3.01, L3.02 and L3.11 - Landscape buffers are required along the north property line adjacent to the commercial areas fronting on Gulf to Bay Blvd and along the north property line of the Harbour Wood Nursing Home parcel. Unclear why these areas are being ignored, being shown as "future development ", as these areas can be planted to meet the requirements and preserved when these areas are developed in the future. Revise. 10. Sheet L3.02 - Seven PE are proposed along the east property line of the Harbour Wood Nursing Home parcel. Since PE produces sap, which people don't like dropping on their cars, recommending relocating any PE shown so that they are not closer than 20 feet to any parking area (we get many requests to remove pines for this reason; we are trying to prevent their future removal). 11 . Sheet L3.12 - Irrigation system must provide 100% coverage to all landscaped areas. 12. Comprehensive Landscape Program - Need to identify all reductions or changes from Code landscaping requirements that are requested and the reponses to the crteria need to address these reductions and changes in light of the criteria. Landscape associated with the Comprehensive Landscape Program shall exceed minimum Code requirements to offset the areas where minimum Code will not be met. Parks and Recreation: 1 . The Public Art and Design Impact Fee is due and payable on this project prior to issuance of building permit. This fee could be substantial and it is recommended that you contact Chris Hubbard at 727 -562 -4837 to calculate the assessment. Stormwater: Development Review Agenda - Thursday, June 5, 2008 - Page 14 DRC Acnon Ag®da I 1 The following shai> ,e addressed at Building Pernut application. 1. City of Clearwater criteria allows only 1/2 credit to be given to the existing impervious area in curve number determination. 2. Provide a copy of the approved SWFWMD permit. 3. Show on the construction plan a drainage easement drawn from the center line of the creek to a point 25 -feet beyond the top of bank on either side of the creek to be dedicated to the City of Clearwater. Sufficient documentation shall be subnutted and approved prior to issuance of the first Certificate of Occupancy. Please contact Earl Barrett at 727 -562 -4754 for further information. 4. The City of Clearwater suggests a 25' private drainage easement over the pond outfall pipe of the Harbour Wood Nursing Center to be dedicated to the owner of this center. Please show this easement on the construction plan and a copy of the easement document to be submitted to the City for record. General note: 1. DRC review is a prerequisite for Building Permit Review; additional comments may be forthcoming upon submittal of a Building Permit Application. Solid Waste: Please explain how all solid waste will be handled. Traffic Engineering: 1 . Traffic Operations Division shall require that the parking study take into account similar assisted living facilities in the Pinellas County area. The parking ratios for these facilities in the nearby area are a better reflection of what the proposed parking will be. 2. Handicapped parking stalls shall be dispersed throughout all buildings. 3. Provide a minmum of 9 handicap - parking stalls per Florida Accessibility Code for Building Construction Chapter 11, Section 11- 4.1.2. Also show this on the " Site Data" page. 4. Provide handicap parking stall and sign details compliant with City standards. http: / /www myclearwater. com /gov/ depts/ pwa /engin/Productior/stddet/index .asp 5. Provide ADA standard truncated domes where sidewalk crosses the roadway and/or driveway. Use FDOT 2006 Design Standards Index 304 and provide this detail on the site plan. 6. Provide typical dimensions for parking stalls and drive aisles. The dimensional width and length of a parking stall shall be to current City standards. 7. For multiple building(s), handicapped parking spaces shall be dispersed and located closest to the accessible entrances (Florida Building Code Ch. 11 Section 11- 4.6.2). Planning: The above to be addressed prior to a Community Development Board (CDB) hearing. General Note(s): 1) Applicant shall comply with the current Transportation Impact Fee Ordinance and fee schedule and paid prior to a Certificate of Occupancy (C.O.). 2) DRC review is a prerequisite for Building Peanut Review; additional comments may be forthcoming upon submittal of a Building Permit Application. Development Review Agenda - Thursday, June 5, 2008 - Page 15 DRC Acnon Ag®da 1 1 Show or indicate the — cation of all outside mechanical equipment anu _- quired screening. Based on the floor plans submitted, there are "memory support" units on the first floor and "skilled nursing" units indicated on the second and third floors. The property is zoned Medium Density Residential (MDR) District, where "nursing homes" are not a listed permissable use. Unclear of how the State will classify /license the "memory support" units, but if as a "nursing home" this appears to be a problem also. One cannot request such use through Residential Infill Project use, as the criteria requires requested uses to be listed within the zoning district. Nursing homes are permissable in the MHDR District. Revise. Sheet G1.01 - Site Data - Indicate the existing Land Use designations on the property. Indicate the land area (square footage and acreage) under the three land use designations /zoning districts (CG /C, R/OG /O and RM/MDR). Indicate how the overall density was calculated, including that AL units are based on three beds = one dwelling unit, and upon what acreage the density was calculated (if utilizing all three land use designations /zoning districts and based on density averaging). We have to report density averaging projects to the Pinellas Planning Council (PPC). Also, since these land use designations have different maximum ISR's, provide the proposed ISR per land use designation. Additionally, need to know if the number of beds /density of the nursing home outparcel is based solely on their land area (acreage) or if any portion of their density utilized the subject property to attain their number of beds /density (we previously spoke of such issue). May be in written form. See also other Planning comments regarding this issue. Sheet SC3.00 - Indicate on the subject property the locations of the land use designations Commercial General (CG) and Residential Medium (RM) and the locations of the Zoning Districts Commercial (C) and Medium Density Residential (MDR). 4. Sheet G1.01 - Revise Site Data Note #1 to 2855 Gulf to Bay Boulevard. 5. Please provide the math to document the HarbourWood Nursing Home density is contained on their own property. Our occupational license indicates 120 beds. You indicate in your response to General Applicability criteria #1 that their density is 14.7 du/acre. I do not know their acreage and am unclear if you used 3 beds = one du. If their density is not contained on their own property, need to reflect such in your density calculations for this project. Additionally, please provide documentation that they have their required parking on their own property. Parking requirement is one space /1,000 square feet of GFA. If they do not have their required parking on their own property, since this nursing home used to be part of Morton Plant Mease property, then need to provide required parking on the subject property of this application to meet the minimum Code requirement. 6.. Building elevations (all buildings) need to indicate the proposed exterior materials and colors (including the color name). Provide samples /swatches of proposed colors (such as color 1, 2, etc.). 7. On all appropriate site plan sheets and landscape sheets, show all required sight triangles. Ensure all objects and landscaping within the visibility triangles meet requirements. 8. The proposed project intends to keep the basic internal streets in their existing location. The request includes a proposal to gate this community, with a primary manned gate at Cross Blvd, a gate on Cross Circle northeast of the access drive to Sky Harbor Drive and a gate at the south end of the Harbour Wood Nursing Home parcel on Cross Blvd. The address for this site is 2855 Gulf to Bay Blvd., which is intended to be retained. However, the Harbour Wood Nursing Home, which is on a separate parcel and is owned by another entity, is also addressed at 2855 Gulf to Bay Blvd (per the phone book and their occupational license). The Property Appraiser has the Harbour Wood Nursing Home at 2861 Gulf to Bay Blvd. ' By design, the proposed gating of the project will require Harbour Wood personnel and guests to access that facility via Sky Harbor Drive. The address for Harbour Wood Nursing Home, therefore, should change to a Sky Harbor Drive address. Has the proposed gating and net effect regarding an address change been discussed with Harbour Wood management? Development Review Agenda - Thursday, June 5, 2008 - Page 16 DRC Action Agenda 1 1 9 . We have been made ...are by an adjoining property owner (Allan Sto. _.1) that an air conditioning chiller located on the northwest side of the maintenance building west of the high -rise ALF building is extremely noisey. His concern is also with the closeness of the concrete pad to the property line. Can the concrete pad be cut back, while still maintaining adequete area for maintenance and operational aspects of the a/c unit and can a masonry wall a maximum of six feet in height be constructed to help mitigate the noise impacts of this a/c unit? 10. We have been made aware by an adjoining property owner (Allan Stowell) that a gazebo and deck northwest of the high-rise ALF building has been constructed close to the property line (with the deck apparently extending onto Mr. Stowell's property) without the benefit of a building permit. Provide documentation such structures were constructed with a building permit, remove such structures immediately or need to request to retain such structures (later will need to obtain required after- the -fact building permits), although removing any encroaching structures on Mr. Stowell's property. 11 . Sheet G1.01 - Site Data Note #11 - Since the plans indicate DER jurisdictional areas, unclear of the meaning of this note. 12. The City has adopted amendments to our Comprehensive Plan prohibiting the establishment of new hospitals, nursing homes and assisted living facilities within the Coastal Storm Area and the area inundated by a category 2 hurricane. Need to ensure such facilities are not located within such areas. See Catherine Porter for information regarding Plan amending language and maps. 13. Flood zone information is missing from the survey. Revise. Also reflect the flood zones onto the site plans. There appears there may be a VE flood zone, which could affect location and/or design of units on the south side of the property. 14. Survey and plans indicates a "Parcel 1" in the northeast corner for the high -rise ALF building. This "Parcel 1" is presumed to be for internal applicant purposes only, as there is no separate parcel per the Pinellas County Property Appraiser information. Any such desire to separate this "Parcel 1" from the rest of the property (Parcel 2) requires the filing of a subdivision application with the City and compliance with all applicable Code provisions. 15. Based on the number of parking spaces indicated on Sheet SC3.00 and assuming (based on the elevations of the nine duplex buildings) four parking spaces for each duplex building, I count a total of 427 parking spaces provided. Sheet G 1.01 indicates a total of 424 spaces. Reconcile parking numbers. 16. Sheet SC3.01 - A pedestrian gate is proposed at the existing sidewalk on the north side of the drive to Sky Harbor Drive close to the proposed gate. While there are existing sidewalks on the south side of the drive to Sky Harbor Drive, these sidewalks appear narrow (not complying with ADA width requirements). Need to provide an accessible path meeting ADA requirements for this project to Sky Harbor Drive (see Traffic Engineering). 17. Sheet SC3.01 - A six -foot high decorative fence is proposed extending along Sky Harbor Drive north of the project drive and then into the property along the north side of this drive. There is an existing wall in this location. Unclear of the need for a double "fence /wall" at this location. Advise. 18. Sheet SC3.02 - Unclear why the proposed guard house could not be moved back to meet required (or greater than presently proposed) setbacks and provide the required opening width in the gate the Fire Department needs. Advise /revise. 19. Sheet SC3.02 - A proposed six -foot high decorative fence is proposed along the south side of the existing parking lot north of the high -rise ALF building, placing the parking lot outside of the fencing. Unclear how persons parking in this parking lot access the high -rise ALF building, especially handicap individuals. Need to provide an accessible path meeting ADA requirements for this project to Cross Blvd (see Traffic Engineering). 20. Sheet SC3.02 - Show handicap parking in the parking lot north of the high -rise ALF building, meeting Code requirements. 21 . Sheet SC3.03 - There is an existing dumpster at the southeast comer of the adjacent nursing home. Ensure the proposed decorative fence does not create asses for the trash truck turning movements. 22. Sheets SC3.01( ?), SC3.02, SC3.03 and SC3.05 - The chain link fencing along the north property line (cannot tell if it is proposed along the entire north property line - see Sheets SC3.01 and SC3.02) and along the west property line south of the Harbour Woods Nursing Home parcel must be green or black vinyl clad and must be planted with a continuous hedge or vine per Sections 3 -805.0 and .D (Sheet S3.04 indicates adequate landscaping along southwest property line). Development Review Agenda - Thursday, June 5, 2008 - Page 17 DRC Action Agmda 1 1 23 . Sheet SC3.03 - Prop�_,A pavement near the southeast corner of the N_ _Mg Home parcel does not meet the required 5 -foot side setback and the 10 -foot landscape buffer. Sheet SC3.09 states the pavement is proposed at a 4.9 -foot setback, while that which is drawn on Sheet SC3.03 is less than 4.9 feet. However, unclear why such setback and buffer cannot be met and Staff cannot support a 0.1 -foot reduction to the required setback. Revise. 24. Code requires the undergrounding of any on -site overhead utilities. 25 . Sheet L3.11 - Remove the "Parking Requirements" from this sheet to avoid inconsistent information, as the numbers provided are inconsistent with that on Sheet G1.01 and by actual parking counts. 26. Sheet L3.03 - Relocate "wayfinding signage" out of Cross Blvd. roadway. 27. Sheet L3.10 - While signage is not being reviewed under this FLD case, the survey and Sheet SC3.01 indicate a "signage easement" at the Sky Harbor Drive entrance, which most likely is for the Harbour Wood Nursing Home. Unclear how the sign indicated on this sheet for this area provides any signage for the Nursing Home. Advise. 28. Sheet SC3.03 - A screen wall is indicated around the loading and dumpster area with a note to "see landscape plan" assumably for the details for such. No such screen wall is indicated on the Landscape Plans. Revise. 29. Sheet SC3.02 - Assumably there will be a pedestrian gate at Cross Blvd near the guard house. If the "pedestrian gate" detail on Sheet L3.10 is to be used, this is a problem with fence height. Advise /revise. 30. Sheet SC3.03 - In order to comply with ADA accessible path requirements for the Harbour Wood Nursing Home parcel, won't a pedestrian gate be required at the sidewalk at Cross Circle (see Traffic Engineering)? 31 . Provide the second floor plans for the duplex units (a and b floor plans). 32 . Elevations and Height - a. Definition of "height, building or structure" requires height to be measured using the average grade elevation of the site to the top of the building. Need to deternune the height of the building so we can advertise properly (see also "b" below) b. Based on the Code definition of "height, building or structure ", parapets may only extend a maximum of 42 -inches above the flat roof of the building. In this case, and assuming under "a" above that the building height is exceeding 50 feet, the parapet/mansard roof is dimensioned at 9' -11". Since this parapet/mansard roof exceeds the maximum of 42 ", the request for an increase to height would need to be determined from the average grade of the site to the top of the parapet/mansard roof. c. Based on the Code definition of "height, building or structure ", mechanical rooms may only extend a maximum of 16 feet above the flat roof of the building. I am unaware if any of these structural projections above the flat roof deck shown on the elevations are solely mechanical rooms or purely decorative architectural features. If solely mechanical rooms, Staff cannot support heights of these mechanical rooms exceeding 16 feet above the flat roof deck (dimensioned at 19' -10 "). For purely decorative architectural features, we would need to advertise the height of the building rather than the height of the parapet/mansard roof (see "b" above) but to the top of these decorative architectural features. 33 . Elevations - Elevations are directionally impaired (revise): a. East is really West; b. South is really North; c. West is really East; and d. North is really South. 34. Based on the floor plans submitted for the main building, it is unclear what the maximum population (ie: maximum number of beds) is anticipated in this facility for areas other than the independent living units (attached dwellings), including the memory support, skilled nursing ( ?) and assised living units. How many beds per room? We need to include such population in the request. 35 . Application/request - Ensure the request includes the maximum number of beds that will be in the ALF (existing and proposed) and includes all setback reductions, parking reduction, height increase and landscape buffer reductions. 4 36. Attachment B - a. Ensure all reductions to setbacks are consistent with that listed by Staff in the "request "; b. Reductions to setbacks and landscape buffers are not required for cross - access driveways; and c. Ensure all landscape buffer reductions are consistent with that listed by Staff in the "request ". Development Review Agenda - Thursday, June 5, 2008 - Page 18 DRC Actin Ag.da 1 I Notes: 37 . Parking Sufficiency --dy - a. Introduction - Harbour Wood to the west is a nursing home, not an assisted living facility; b. Existing Conditions - It is unclear if you are equating independent living units with independent living BEDS. If independent living units are attached dwellings by our Code, these dwellings could have a minimum of one person to "x" number of persons living in it. You further refer to 323 living units (= to people ?); c. Proposed Conditions - Again, you refer to 116 assisted living units (= to beds ?); d. Proposed Conditions - The duplex dwellings are proposed along the south and east sides of the property, not the west. Correct? e. Was there an analysis done on the existing Bayview Gardens as to the number of units/beds, the number of persons living in the facility owning a car or cars, when the existing parking spaces are fully utilized (or empty), the use of buses for the existing facility, etc.? This would be good information relative to the existing facility providing a comparison to the proposed conditions 38. Ensure the responses to the General Applicability, Comprehensive Infill Redevelopment Project and Residential Infill Project criteria address all of the requested reductions and/or increases in the individual responses, as appropriate to the criteria. Other: No Comments Development Review Agenda - Thursday, June 5, 2008 - Page 19 DRC Action Ag®da 1 1 CITY OF CLEARWATER PLANNING AND DEVELOPMENT SERVICES �y MUNICIPAL SERVICES BUILDING 100 SOUTH MYRTLE AVE. CLEARWATER, FLORIDA 33756 `E PHONE (727) 562 -4567 FAX (727) 562 -4576 www.myclearwater.com/epermits CASE SUMMARY OCL9331611 2855 GULF TO BAY BLVD HARBOURWOOD NURSING CENTER INC Bus phone: (727) 724 -6800 PEOPLE Role: Business Owner HARBOURWOOD NURSING CENTER PHONE: (727) 462 -7000 INC FAX: No Fax MORTON PLANT HOSPITAL ASSOCIAT 2855 GULF TO BAY BL #31 CLEARWATER, FL 33759 FEES Assessed Amount Amount Paid Balance Due BUSINESS TAX - RENEWAL $364.00 $364.00 $0.00 LICENSE FEE - RENEWAL $1,498.00 $1,498.00 $0.00 Total $1,862.00 $1,862.00 $0.00 OCCUPATIONAL LICENSE Category Quantity 053020 CONVALESCENT /NURSING HOME 120 ACTIVITIES Date 1 - Date 2 Date 3 Issue License - RENEWAL 8/31/1999 Issue License - RENEWAL 01 -02 Issue License - RENEWAL Issue License Issue License - RENEWAL Renewal Notice 7/25/1997 7/97 BATCH TAW Renewal Notice 7/28/1998 7/98 BATCH Renewal Notice 7/21/1999 7/99 BATCH Renewal Notice 7/18/2000 7/00 BATCH Renewal Notice 7/25/2001 7/01 BATCH 8/28/2001 8/25/1998 9/24/1997 8/31/2000 # Employees 0 Done Disp By DONE BLS DONE BLS DONE BLS DONE TAW DONE Kathleen Bedini r. \Forms \InfoSummary rpt 0- L93311611 2855 GULF TO BAY BLVD Renewal Notice FY 02/03 BATCH Issue License - RENEWAL 2002 -2003 Renewal Notice 03/04 Issue License - RENEWAL 2003 -2004 Renewal Notice 04/05 Issue License - RENEWAL 2004 -2005 Issue License - RENEWAL 2004 -2005 Renewal Notice FY2005 -2006 Issue License - RENEWAL 2005 -2006 Renewal Notice 2006-2007 ISSUE - Business Tax Renewal 2006 -2007 Renewal Notice 2007/2008 ISSUE - Business Tax Renewal 2007-2008 7/27/2002 9/9/2002 DONE 7/11/2003 9/8/2003 DONE 7/26/2004 8/13/2004 DONE 8/16/2004 DONE 7/22/2005 8/17/2005 DONE 7/21/2006 8/17/2006 DONE 6/27/2007 7/24/2007 DONE rAForms \InfoSummary rpt Pinellas County Property Appi r Information: 17 29 16 03006 000 0" Page 2 of 5 17 / 2 / 10 / 03000 / 000 / 0205 28- May -2008 Jim Smith, CFA Pinellas County Property Appraiser 17:12:54 Ownership Information Non - Residential Property Address, Use, and Sales RENTZ, ROBERT W OBK:.14853 OPG: 1992 RENTZ, LOIS W LIVERS, LAWRENCE E THE LIVERS, ELIZABETH 3 THE DUDIK, DAVID ETAL 1115 MARBELLA PLAZA DR EVAC; Non -EVAC TAMPA FL 33619 -7905 Comparable sales value as Prop Addr; 2861 GULF TO BAY BLVD of Jan 1, 2007, based on Census Tract; .00 sales from 2005 - 2006: 0 Sale Date OR Book /Page Price (Qual /UnQ) Vac /Imp Plat Information 12/2,006 15,525/ 741 100,000 (U) I 1948: Book 024 Pgs 042- 8 /2,007 15,922/ 558 233,200 (U) I 0000; Book Pgs - 10/2,005 14,707/2,473 6,250,000 (U) I 0000; Book Pgs - 10/2,001 11,60211,613 3,150,000 (0) V 2007 Value EXEMPTIONS Just /Market; 4,260,000 Homestead; NO Ownership % .000 Govt Exem: NO Use %: .000 Assessed /Cap: 4,260,000 Institutional Exem: NO Tax Exempt %: .000 Historic Exem; 0 Taxable: 4,260,000 Agricultural: 0 2007 Tax Information District; CW Seawall; Frontage; Clearwater View: 07 Tax: 84,932.05 Land Size Unit Land Land Land Front x Depth Price Units Meth 07 Millage: 19.9371 1) 0 x 0 8.00 118, 158. 6 S 07 Spec Asmt; .00 2) 0 x 0 .00 .00 3) 0 x 0 . 00 . 00 Without the Save -Our -Homes 4) 0 x 0 .00 .00 cap, 2007 taxes will be : 5) 0 x 0 .00 .00 84, 932.05 6) 0 x 0 . 00 00 Without any exemptions, 2007 taxes will be ; 84, 932. 05 Short Legal BASKIN'S REPLAT RESUB PT OF LOT 2 DESC FROM HE Description CDR OF LOT i TH S 397.69FT TH S39DE 356.56FT FOR POD Building Information http:H136.174.187.13/htbin/cgi- click ?o =1 &a =1 &b =1 &c =1 &r= .16 &s= 4 &t3 =1 &u= 0 &p =1... 5/28/2008 Finellas County Property App- °r Information: 17 29 16 03006 000 0' Page 3 of 5 17 / 29 / 10 / 03000 / 000 / 0205 :01 28- May -2008 Jim Smith, CFA Pinellas County Property Appraiser 17:12:54 Commercial Card 0i of i Improvement Type: Nursing Home Property Address: 2861 GULF TO BAY BLVD Prop Use: 337 Land Use: 78 S�rtac��ar�1 E�Ba73�Ii�s Foundation Continuous Footing Floor System Slab on Grade Exterior Wall Cone Block /Stucco Height Factor 0 Party Wall None Structural Frame Concrete Reinforced Roof Frame Flat Roof Cover Built Up /Composition Cabinet & Mill Average Floor Finish Carpet Combination Interior Finish Drywall Total Units 0 Heating & Air Heating &Cooling Pckg Fixtures 151 Bath Tile Floor + Half Wall Electric Average Description Factor Shape Factor H Design 1) Quality Average J.00 Year Built 1,996 Effective Age 10 Other Depreciation 0 Function Depreciation 0 Economic Depreciation 15 Sub ArE3aS Camrrt�r�ia1 Extra F�a�ur+E;s Description Factor Area Value Description Factor Area 1) Base Area J.00 27,507 7) .00 0 2) Upper Stry Base Area .90 21,658 8) .00 0 3) Open Porch .30 1,764 9) .00 0 4) ASPHALT 28X250 . 00 0 10) . 00 0 5) .00 0 11) .00 0 6) .00 0 12) . 00 0 Camrrt�r�ia1 Extra F�a�ur+E;s Map With Property Address (non- vacant) F7 L-----%i http: / /136.174.187.13ihtbinlcgi- click ?o =1 &a =1 &b =1 &c =1 &r= .16 &s= 4 &t3 =1 &u= 0 &p =1... 5/28/2008 1 N Description Dimensions Price Units Value RCD Year 1) ELEU PASS 30, 000.00 2 60,000 42,600 1,996 2) ELEU STOP 3,500.00 4 14,000 9,940 1,996 3) FIRESPRIHK 49165SF 2.00 49,165 98,330 82,600 1,996 4) ASPHALT 28X250 1.75 7,000 12,250 121250 0 5) 00 0 0 0 0 6) . 00 0 0 0 0 TOTAL RECORD VALUE: 147,390 Map With Property Address (non- vacant) F7 L-----%i http: / /136.174.187.13ihtbinlcgi- click ?o =1 &a =1 &b =1 &c =1 &r= .16 &s= 4 &t3 =1 &u= 0 &p =1... 5/28/2008 1 N Pinellas County Property App -r Information: 17 29 16 03006 000 0' Page 4 of 5 1/8 Mile Aerial Photograph (2002) 03006 http: //l 36.174.187.13/htbin/cgi- click ?o =1 &a =1 &b =1 &c =1 &i= .16 &s= 4 &t3 =1 &u= 0 &p =1... 5/28/2008 � `.+ i } r,•- 1 C '� i �,;:+ w + � �� sx�jy °z -a.� ai t• ! �� J �,� < - � - �� `,•i � `.� a i.'1 y�,.�.,.:. ,.g ��r `'� 1`Y �""iry� it �,r � � �;'�I�' a lfs��f .'�'3 � Y`''�;;' ti ON Oka { tt Y qrx. 4�1 ../ _ . r3 -�� wwl� N CASE SUMMARY OCL9004781 2855 GULF TO BAY BLVD BAYVIEW GARDENS PEOPLE Role: Business Owner FEES CITY OF CLEARWATER PLANNING AND DEVELOPMENT SERVICES MUNICIPAL SERVICES BUILDING 100 SOUTH MYRTLE AVE. CLEARWATER, FLORIDA 33756 PHONE (727) 562 -4567 FAX (727) 562 -4576 www.myclearwater.com/epermits BUSINESS TAX - RENEWAL DECEMBER DELINQUENT5 JANUARY DELINQUENT 5% LICENSE FEE - RENEWAL NOVEMBER DELINQUENT 5 OCTOBER DELINQUENT 10 OCCUPATIONAL LICENSE BVG ACQUISITION INC BAYVIEW GARDENS ATTN: C HARRINGTON 2855 GULF TO BAY BLVD CLEARWATER, FL 33759 Assessed Amount $1,039.40 $37.45 $37.44 $6,904.05 $37.45 $74.90 Total $8,130.69 Amount Paid $1,03940 $37.45 $37.44 $6,904.05 $37.45 $74.90 $8,130.69 Category Quantity 091020 RENTAL: APARTMENT /30 DAYS OR 186 053010 CONGREGATE CARE FACILITIES 134 ACTIVITIES Date 1 Date 2 Date 3 Additional Requirements Needed 8/11/1998 balance due of $45.00 Issue License - RENEWAL 2/7/2001 00 -01 Issue License - RENEWAL 2/5/2000 PHONE: 727 - 533 -4734 FAX: No Fax Balance Due $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 # Employees 85 85 Done Disp By DONE DAH DONE BLS DONE BLS Additional Requirements Needed 1/26/2000 DONE WBS 8/17/99 paid 609.75 for rest. and 240 units. Last year reported 340 units. Bal. due $150.00 or proof that they only have 240 units. Judy Cunningham is to return my call 797 -74 -00 x1902. 340 units is correct, Judy requested a check for 150.00 on 1/18/00. OCL Letter Sent 2/6/2004 DONE Residential Rental Housing Educational Materials, updated 1/04 Renewal Notice 1/14/2000 1/14/2000 DONE MBW Issue License - RENEWAL 10/28/1998 DONE WBS Additional Requirements Needed 1/6/2000 DONE BLS question on number of units - we 340 paid for 240 r \Forms \InfoSummary rpt OCL9004781 2855 GULF TO BAY BLVD Phone Call 1/3/2001 DONE WBS spoke to Judy of Bayview Gardens, special notice was received however she stated she did not receive the original renewal notice AGAIN this year, same occurance last year, late fee was waived last year. I verified the mailing address is correct and she requested that I add Attn: Carey Harrington to mailing address. A check was requested for the renewal amount without late fee, when received a lettershould be sent to Carey Harrington requesting late fee balance by 1/31/01 to avoid $250.00 admin fee. The mail delivery problem appears to be within Bayview Gardens as correct mailing address is printing on the notices. ds Issue License - RENEWAL 8/28/2001 DONE BLS 01 -02 Additional Requirements Needed 8/18/2003 DONE BLS 00/01 balance due 187.24, renewal payment post marked 1/16/01, 25% late fee was waived last year, stated they did not received renewal notice both years. Our mailing address is correct. Do not waive late fee again. Letter sent 1/23/01, balance due by 2/12/01 to avoid $250.00 admin. fee. Renewal Notice 12/20/2000 12/20/2002 BLS called - wants second notice mailed Issue License Renewal Notice 7/25/1997 7/97 BATCH Renewal Notice 7/28/1998 7/98 BATCH Renewal Notice 7/21/1999 7/99 BATCH Delinquent Renewal Notice 1/5/2000 01 /00 -D LQ Renewal Notice 7/18/2000 7/00 BATCH Delinquent Renewal Notice 12/10/2000 12 /00 -DLQ Renewal Notice 7/25/2001 7/01 BATCH Renewal Notice 7/27/2002 FY 02/03 BATCH Issue License - RENEWAL 02 -03 Renewal Notice 03/04 1 Issue License - RENEWAL 03/04 Renewal Notice 04/05 Issue License - RENEWAL 2004 -2005 Renewal Notice FY2005 -2006 Issue License - RENEWAL 2005 -2006 Renewal Notice 2006-2007 Additional Requirements Needed Inspection found: 134 - ALF clients, state #AL7002 exp 8/6/06 226 - Rental Units Dining room for ALF clients 9/3/1997 7/25/1997 7/28/1998 7/21/1999 8/14/2002 7/18/2000 8/14/2002 7/25/2001 7/27/2002 8/14/2002 7/11/2003 8/18/2003 7/26/2004 8/19/2004 7/22/2005 8/17/2005 7/21/2006 8/8/2006 DONE JMC DONE WBS DONE WBS DONE WBS DONE BLS 0601� DONE DONE JAC OCL9004781 issued for: 312 - Rental Units 125 - Seat Restaurant The OCI needs to be adjusted to reflect the ALF and reduced rental units. Do they need to submit anything to Zoning for approval? rAForms \I nfoSum mary. rpt OGL.9004�781 2855 GULF TO BAY BLVD Correspondence 9/18/2006 DONE WW Email from Judy Cunningham re number of beds for license added to documents attached. ISSUE - Business Tax Renewal 9/18/2006 DONE WBS 06/07 ok to issue per W Wells/ Planning Renewal Notice 6/27/2007 2007/2008 ISSUE - Business Tax Renewal 9/11/2007 DONE 2007-2008 r \Forms \I nfoSu mmary. rpt t __ Pinellas County Property Appr, ; -er Information: 17 29 16 03006 000 02011,. 17 / 29 1 10 1 03000 1 000 1 0200 Page 2 of 69 07- May -2008 Jim Smith, CFA Pinellas County Property Appraiser 18:43:52 Ownership Information Non- Residential Property Address, Use, and Sales BUG ACQUISITION INC OBK: 14922 OPG: 1724 DBA BAYUIEW GARDENS 2855 GULF TO BAY BLVD CLEARWATER FL 33759 -4087 _ EVAC: C EUAC Comparable sales value as Prop Addr: 2861 GULF TO BAY BLVD of Jan 1, 2007, based on Census Tract: 254.05 sales from 2005 - 2006: 0 Sale Date OR Book /Page Price {Qual /UnQ} Vac/Imp Plat Information 2 /2,006 14,922/1,724 16,900,000 {U} I 1948: Book 024 Pgs 042- 9 /1,993 8,3991 388 85,000 {U} I 0000: Book Pgs - 0 /0 0/ 0 0 { } 0000: Book Pgs - 0 /0 0/ 0 0 { } 2007 Value EXEMPTIONS Just /Market: 13,600,000 Homestead: NO Ownership % .000 Govt Exem: NO Use %: .000 Assessed /Cap: 13,600,000 Institutional Exem: NO Tax Exempt %: .000 Historic Exem: 0 Taxable: 5,085,100 Agricultural: 0 2007 Tax Information District: Cu Seawall: Frontage: Clearwater View: 07 Tax: 101,382.1 Land Size Unit Land Land Land Front x Depth Price Units Meth 07 Millage: 19.9371 1} 0 x 0 165, 000. 00 31. 57 A 07 Spec Asmt: . 00 2} 0 x 0 1,000. 00 8. 67 A 3} 0 x 0 .00 .00 Without the Save - Our -Homes 4} 0 x 0 .00 .00 cap, 2007 taxes will be : 5} 0 x 0 .00 .00 101, 382.15 6} 0 x 0 . 00 . 00 Without any exemptions, 2007 taxes will be 271,144.56 Short.Legal BASKIN'S REPLAT RESUB PT OF LOT 2 DESC FROM HE Description CDR OF LOT i TH E 60FT & S 19OFT FOR POB TH E 135.2FT Building Information http: //l 36.174.187.13/htbin/cgi -scr3 ?plus =l &r= 0 %2E32 &o =1 &a =1 &b =1 &c =1 &s= 4 &t3 =1... 5/7/2008 Pinellas County Property Apprp: -Pr Information: 17 29 16 03006 000 0201) Page 3 of 69 Property and Land Use Code descriptions • Building 1 • Building-2 • Building 3 • Building 4 • Building 5 • Building 6 • Building 7 • Building 8 • Building 9 • Building 10 • Building 11 • Building 12 • Building 13 • Building 14 • Building 15 • Building 16 • Building 17 • Building 18 • Building 19 • Building 20 • Building 21 • Building 22 • Building 23 • Building 24 • Building 25 • Building 26 • Building 27 • Building 28 • Building 29 • Building 30 • Building 31 • Building 32 • Building 33 • Building 34 • Building 35 • Building 36 • Building 37 • Building 38 • Building 39 • Building 40 • Building 41 • Building 42 • Building 43 • Building 44 • Building 45 • Building 46 • Building 47 • Budding-48 • Building 49 http: // 136.174.187.13 /htbin/cgi -scr3 ?plus =l &r= 0 %2E32 &o =1 &a =1 &b =1 &c =1 &s= 4 &t3 =1... 5/7/2008 Pinellas County Property Appr,"er Information: 17 29 16 03006 000 020n Page 4 of 69 • Build ing_50 • Building 51 • Building-52 • Building 53 • Building 54 • Building 55 • Building 56 • Building 57 • Building 58 • Building 59 • Building 60 • Building 61 • Building 62 • Buildina 63 Building #1 http: // 136.174.187.131htbinlegi -scr3? plus =l &r= 0 %2E32 &o =1 &a =1 &b =1 &c =1 &s= 4 &t3 =1... 5/7/2008 Pinellas County Property Appr --per Information: 17 29 16 03006 000 0201) Page 5 of 69 17 / 29 / 10 / 03000 1 000 / 0200 :01 07- May -2008 Jim Smith, CFA Pinellas County Property Appraiser 18:44:07 Commercial Card 01 of 63 Improvement Type: ALF C 4 Stories Property Address: 2861 GULF TO BAY BLVD Prop Use: 356 Land Use: 74 Foundation Special Footing Floor System Slab on Grade Exterior Wall Conc Block /Stucco Height Factor 0 °arty Wall None Structural Frame Concrete Reinforced Roof Frame Reinforced Concrete Roof Cover Built Up /Composition Cabinet & Mill Average Floor Finish Carpet Combination Interior Finish Drywall Total Units 0 Heating & Air Heating &Cooling Pckg Fixtures 312 Bath Tile Half Wall Area Electric Average Description Factor Shape Factor Rectangle 1) Quality Average 1.00 Year Built 1,966 Effective Age 30 Other Depreciation 0 Function Depreciation 0 Economic Depreciation 10 Sub Aromas ComTlio--rc--ial Extr2i FE3aturE3s Description Factor Area 1) Description Factor Area 1) Base Area 1.00 10,464 7) .00 0 2) Basement .70 9,984 8) .00 0 3) Canopy .25 924 9) .00 0 4) Upper Stry Base Area .90 47,520 10) .00 0 5) .00 0 11) .00 0 6) .00 0 12) . 00 0 ComTlio--rc--ial Extr2i FE3aturE3s Building #2 Units Description Dimensions Price 1) FIRESPRINK 63456 2.00 2) ASPHALT 131,250 1.75 3) ELEU PASS 8STOPS 30,000.00 4) ELEU STOP 8STOPS 3,500.00 5) LOAD DOCK 19X8 15.00 6) COOLRM 10X16 100.00 Building #2 Units Value RCD Year 63,456 126,910 53,300 1,970 75,000 131,250 131,250 0 2 60,000 24,000 1.970 16 56,000 22,400 1,970 152 2,280 2,280 1,996 160 16,000 13,120 1,996 TOTAL RECORD VALUE: 246,350 http: // 136.174.187.13 /htbin/cgi -scr3 ?plus =l &r= 0 %2E32 &o =1 &a =1 &b =1 &c =1 &s= 4 &t3 =1... 5/7/2008 Pinellas County Property Appr -; -,er Information: 17 29 16 03006 000 O2fn Page 6 of 69 17 20 / 10 03000 / 000 0200 :02 07- May -2008 Jim Smith, CFA Pinellas County Property Appraiser 18:43:53 Commercial Card 02 of 63 Improvement Type: Warehouse Property Address: 0 Prop Use: 356 Land Use: 74 S�r>�ac�>�ara� E��eaTi�>ri #s Foundation Continuous Footing Floor System Slab on Grade Exterior Wall Prefinished Metal Height Factor 0 Party Wall None Structural. Frame Rigid Frame Roof Frame Steel Truss & Purlin Roof Cover Corrugated Metal Cabinet & Mill Average Floor Finish Concrete Finish Interior Finish None Total Units 0 Heating & Air None Fixtures 2 Bath Tile None Value Electric Average Area Shape Factor Rectangle i.00 Quality 4• ;Average 7) Year Built 1,966 Effective Age 25 Other Depreciation 0 Function Depreciation 0 Economic Depreciation i0 Sub Aromas Description Factor Area Value Description Factor Area 1) Base Area i.00 1,890 7) .00 0 2) .00 0 8) . 00 0 3) 00 0 9) 00 0 4) .00 0 10) 00 0 5) .00 0 11) .00 0 6) .00 0 12) 00 0 Commercial Extra FE3aturE3s Description Dimensions Price Units Value RCD Year 1) .00 0 0 0 0 2) .00 0 0 0 0 3) . 00 0 0 0 0 4) .00 0 0 0 0 5) .00 0 0 0 0 6) .00 0 0 0 0 TOTAL RECORD VALUE: 0 Building #3 http: // 136.174.187.13 /htbin/cgi -scr3 ?plus =l &r= 0 %2E32 &o =1 &a =1 &b =1 &c =1 &s= 4 &t3 =1... 5/7/2008 Pinellas County Property Appr --:-,er Information: 17 29 1,6 03006 000 02"1 Page 7 of 69 171 29 / 16 / 03006 / 000 / 0200 :03 07- May -2008 Jim Smith, CFA Pinellas County Property Appraiser 18:43:53 Commercial Card 03 of 63 Improvement Type: Recreational Property Address: 2855 GULF TO BAY BLVD Prop Use: 356 Land Use: 74 S-tr�.ac��a.r�1 E1eat��a-��s Foundation Continuous Footing Floor System Slab on Grade Exterior Wall Cone Block /Stucco Height Factor 0 Party Wall None Structural=Frame Hone Roof Frame Gable & Hip Roof Cover Composition Shingle Cabinet & Mill Average Floor Finish Uinyl Asbestos Tile Interior Finish Drywall Total Units 0 Heating & Air None Fixtures 4 Bath Tile Hone Value Electric Average Area Shape Factor Rectangle 1.00 Quality Average 7) Year Built 1,964 Effective Age 25 Other Depreciation 0 Function Depreciation 0 Economic Depreciation i0 Sub Aromas Description Factor Area Value Description Factor Area 1) Base Area 1.00 625 7) .00 0 2) .00 0 S) .00 0 3) .00 0 9) .00 0 4) 00 0 10) .00 0 5) .00 0 11) .00 0 6) .00 0 12) .00 0 . Commercial E�c-tra F�a-tur�s Description Dimensions Price Units Value RCD Year 1) .00 0 0 0 0 2) . 00 0 0 0 0 ' 3) .00 0 0 0 0 4) .00 0 0 0 0 5) .00 0 0 0 0 6) .00 0 0 0 0 TOTAL RECORD VALUE: 0 Building #4 http: //l 36.174.187.13/htbin/cgi -scr3 ?plus =l &r= 0 %2E32 &o =1 &a =1 &b =1 &c =1 &s= 4 &t3 =1... 5/7/2008 Pinellas County Property Appr -- -er Information: 17 29 16 03006 000 02fn Page 8 of 69 17 / 2 / 10 / 03000 / 000 / 0200 :04 07- May -2008 Jim Smith, CFA Pinellas County Property Appraiser 18:43:54 Commercial Card 04 of 63 Improvement Type: Recreational Property Address: 0 Prop Use: 356 Land Use: 74 Foundation Continuous Footing Floor System Slab on Grade Exterior Wall Cone Block /Stucco Height Factor 0 Party Wall None Structural Frame None— Roof Frame Gable & Hip Roof Cover Composition Shingle Cabinet & Mill Average Floor Finish Uinyl Asbestos Tile Interior Finish Drywall Total Units 0 Heating & Air Heating &Cooling Pckg Fixtures 4 Bath Tile None Area Electric Average Description Factor Shape Factor Rectangle 1) Quality Average 1.00 Year Built 1,964 Effective Age 25 Other Depreciation 0 Function Depreciation 0 Economic Depreciation 10 Sub Aromas CornmE3r4-_i2il ExTra F�atur s Description Dimensions Description Factor Area RCD Description Factor Area 1) Base Area 1.00 1,257 7) .00 0 2) Open Porch 30 18 8) .00 0 3) 0 .00 0 9) .00 0 4) 0 . 00 0 10) .00 0 5) 6) . 00 0 11) .00 0 6) .00 0 12) .00 0 CornmE3r4-_i2il ExTra F�atur s Description Dimensions Price Units Value RCD Year 1) .00 0 0 0 0 2) .00 0 0 0 0 3) .00 0 0 0 0 4) .00 0 0 0 0 5) .00 0 0 0 0 6) .00 0 0 0 0 TOTAL RECORD VALUE: 0 Building #5 http: // 136.174.187.13 /htbin/cgi -scr3 ?plus =l &r= 0 %2E32 &o =l &a =1 &b =1 &c =1 &s= 4 &t3 =1... 5/7/2008 Pinellas County Property Appr ^ = -,er Information: 17 29 16 03006 000 02 (11) Page 9 of 69 17 / 29 / 16 / 03000 / 000 / 0200 :05 07- May -2008 Jim Smith, CFA Pinellas County Property Appraiser 18:43:54 Commercial Card 05 of 63 Improvement Type; Recreational Property Address; 0 Prop Use; 356 Land Use; 74 Str�ac-t�ar�� Elsansn�s Foundation Continuous Footing Floor System Slab on Grade Exterior ball Face Brick Height Factor 0 Party Wall None Structural Frame None Roof Frame Gable & Hip Roof Cover Composition Shingle Cabinet & Mill Average Floor Finish Uinyl Asbestos Tile Interior Finish Drywall Total Units 0 Heating & Air Heating &Cooling Pckg Fixtures 4 Bath Tile None Area Electric Average Description Factor Shape Factor Rectangle 1) Quality . Average 1.00 Year Built 1,964 Effective Age 25 Other Depreciation 0 Function Depreciation 0 Economic Depreciation 10 Sub Aromas Corrunc!rcial Extra Fea urns Description Dimensions Description Factor Area RCD Description Factor Area 1) Base Area 1.00 625 7) 00 0 2) Screen Porch .40 180 8) .00 0 3) 0 .00 0 9) .00 0 4) 0 . 00 0 10) .00 0 5) 6) ..00 0 11) .00 0 6) .00 0 12) .00 0 Corrunc!rcial Extra Fea urns Description Dimensions Price Units Value RCD Year 1) .00 0 0 0 0 2) .00 0 0 0 0 3) .00 0 0 0 0 4) .00 0 0 0 0 5) .00 0 0 0 0 6) .00 0 0 0 0 TOTAL RECORD VALUE; 0 Building #6 http: //l 36.174.187.13/htbin/egi -scr3 ?plus =l &r= 0 %2E32 &o =1 &a =1 &b =1 &c =1 &s= 4 &t3 =1... 5/7/2008 Pinellas County Property Apprr' �r Information: 17 29 16 03006 000 021" Page 10 of 69 17 / 29 / 10 / 03000 / 000 / 0200 :00 07- May -2008 Jim Smith, CFA Pinellas County Property Appraiser 18:43:55 Commercial Card 06 of 63 Improvement Type: Recreational Property Address: 0 Prop Use: 356 Land Use: 74 S�r�ac��ar�1 E1�m�a��s Foundation Continuous Footing Floor System Slab on Grade Exterior Wall Cone Block /Stucco Height Factor 0 Party Wall None Structural Frame None Roof Frame Gable & Hip Roof Cover Composition Shingle Cabinet & Mill Average Floor Finish Vinyl Asbestos Tile Interior Finish Drywall Total Units 0 Heating & Air Heating &Cooling Pckg Fixtures 4 Bath Tile None Area Electric Average Description Factor Shape Factor Rectangle 1) Qual -ity Average 1. 00 Year Built 1,964 Effective Age 25 Other Depreciation 0 Function Depreciation 0 Economic Depreciation 10 Sub Aromas CommE3 rc1a1 Extra F4atur EE: s Description Dimensions Description Factor Area RCD Description Factor Area 1) Base Area 1. 00 1, 010 7) . 00 0 2) Open Porch .30 15 8) .00 0 3) 0 .00 0 9) .00 0 4) 0 00 0 10) .00 0 5) 6) .00 0 11) .00 0 6) 00 0 12) .00 0 CommE3 rc1a1 Extra F4atur EE: s Description Dimensions Price Units Value RCD Year 1) .00 0 0 0 0 2) .00 0 0 0 0 3) .00 0 0 0 0 4) .00 0 0 0 0 5) .00 0 0 0 0 6) .00 0 0 0 0 TOTAL RECORD VALUE: 0 Building #7 http:// 136.174.187.13 /htbin/cgi -scr3 ?plus =l &r= 0 %2E32 &o =1 &a =1 &b =1 &c =1 &s= 4 &t3 =1... 5/7/2008 Pinellas County Property Appr -' °r Information: 17 29 16 03006 000 02" Page 11 of 69 17 / 29 / 10 / 03000 / 000 / 0200 :07 07- May -2008 Jim Smith, CFA Pinellas County Property Appraiser 18:43:54 Commercial Card 07 of 63 Improvement Type: Duplex /Triplex Property Address: 0 Prop Use: 356 Land Use: 74 Foundation Continuous Footing Floor System Slab on Grade Exterior Wall Cone Block /Stucco Height Factor 0 Party Wall Hone Structural Frame Hone Roof Frame Gable & Hip Roof Cover Composition Shingle Cabinet & Mill Average Floor Finish Carpet Combination Interior Finish Plaster Furred Total Units 0 Heating & Air Heating &Cooling Pckg Fixtures 12 Bath Tile Half Wall Area Electric Average Description Factor Shape Factor Rectangle 1) Quality Average i. 00 Year Built 1,964 Effective Age 25 Other Depreciation 0 Function Depreciation 0 Economic Depreciation i0 Sub Areas Goinmq--rcial. Extra FE3a -turps Description Dimensions Description Factor Area RCD Description Factor Area 1) Base Area i. 00 2,530 7) . 00 0 2) Open Porch .20 92 8) .00 0 3) 0 . 00 0 9) . 00 0 4) 0 . 00 0 10) 00 0 5) 6) .00 0 11) .00 0 6) .00 0 12) . 00 0 Goinmq--rcial. Extra FE3a -turps Description Dimensions Price Units Value RCD Year 1) ' . 00 0 0 0 0 2) .00 0 0 0 0 3) .00 0 0 0 0 4) .00 0 0 0 0 5) .00 0 0 0 0 6) .00 0 0 0 0 TOTAL RECORD VALUE: 0 Building #8 `• http: / /136.174.187.131htbinlcgi -scr3 ?plus =l &r= 0 %2E32 &o =1 &a =1 &b =1 &c =1 &s= 4 &t3 =1... 5/7/2008 Pinellas County Property Appr -' - °r Information: 17 29 16 03006 000 02'" Page 12 of 69 17 29 / 10 03000 000 0200 :08 07- May -2008 Jim Smith, CFA Pinellas County Property Appraiser 18:43:55 Commercial Card 08 of 63 Improvement Type: Duplex /Triplex Property Address: 0 Prop Use: 356 Land Use: 74 �-tr�ac-t�ara� E��aTt�a�-ts Foundation Continuous Footing Floor System Slab on Grade Exterior Wall Conc Block /Stucco Height Factor 0 Party Wall None Structural Frame None Roof Frame Gable & Hip Roof Cover Composition Shingle Cabinet & Mill Average Floor Finish Carpet Combination Interior Finish Plaster Furred Total Units 0 Heating & Air Heating &Cooling'Pckg Fixtures 18 Bath Tile Half Wall Area Electric Average Description Factor Shape Factor Rectangle 1) Quality Average _ 1.00 Year Built 1,964• Effective Age 25 Other Depreciation 0 Function Depreciation 0 Economic Depreciation 10 Sub ArE3as omm�r+cial Extra F�atur�s Description Dimensions Description Factor Area RCD Description Factor Area 1) Base Area 1.00 3,478 7) .00 0 2) Screen Porch .25 168 8) .00 0 3) Open Porch .20 208 9) .00 0 4) 0 .00 0 10) 00 0 5) 6) .00 0 11) .00 0 6) .00 0 12) .00 0 omm�r+cial Extra F�atur�s Description Dimensions Price Units Value RCD Year 1) .00 0 0 0 0 2) .00 0 0 0 0 3) .00 0 0 0 0 4) .00 0 0 0 0 5) .00 0 0 0 0 6) .00 0 0 0 0 TOTAL RECORD VALUE: 0 Building #9 http: //136.174.187.13 /htbin/cgi -scr3 ?plus =l &r= 0 %2E32 &o =1 &a =1 &b =1 &c =1 &s= 4 &t3 =1... 5/7/2008 Pinellas County Property Appr-' -er Information: 17 29 16 03006 000 0""1 Page 13 of 69 17 / 29 / 10 / 03000 / 000 / 0200 :09 07- May -2008 Jim Smith, CFA Pinellas County Property Appraiser 18:43:55 Commercial Card 09 of 63 Improvement Type: Duplex /Triplex Property Address: 0 Prop Use: 356 Land Use: 74 Str�a.ct�.ar�1 E�srr��a�ts Foundation Continuous Footing Floor System Slab on Grade Exterior Wall Conc Block /Stucco Height Factor 0 Party Wall None Structural Frame None Roof Frame Gable & Hip Roof Cover Composition Shingle Cabinet & Mill Average Floor Finish Carpet Combination Interior Finish Plaster Furred Total Units 0 Heating & Air Heating &Cooling Pckg Fixtures 18 Bath Tile Half Wall Area Electric Average Description Factor Shape Factor Rectangle 1) Quality Average - Year Built 1,964 Effective Age 25 Other Depreciation 0 Function Depreciation 0 Economic Depreciation 10 Sub ArE3as CornME3r4--ial Extra FBatur�s Description Dimensions Description Factor Area RCD Description Factor Area 1) Base Area 1.00 3,154 7) .00 0 2) Enclosed Porch .60 84 8) .00 0 3) Screen Porch .25 366 9) .00 0 4) Open Porch .20 242 10) .00 0 5) 6) .00 0 11) .00 0 6) .00 0 12) .00 0 CornME3r4--ial Extra FBatur�s Description Dimensions Price Units Value RCD Year 1) .00 0 0 0 0 2) .00 0 0 0 0 3) .00 0 0 0 0 4) 00 0 0 0 0 5) . 00 0 0 0 0 6) 00 0 0 0 0 TOTAL RECORD VALUE: 0 Building #10 http: // 136.174.187.131htbinlcgi -ser3 ?plus =l &r= 0 %2E32 &o =1 &a =1 &b =1 &c =1 &s= 4 &t3 =1... 5/7/2008 Pinellas County Property Appr -',er Information: 17 29 16 03006 000 02" Page 14 of 69 17 / 29 / 10 / 03000 / 000,/ 0200 :10 07- May -2008 Jim Smith, CFA Pinellas County Property Appraiser 18:43:56 Commercial Card 10 of 63 Improvement Type: Duplex /Triplex Property Address: 0 Prop Use: 356 Land Use: 74 S1--rucT -ara1 EJLgBmE3ri1--s Foundation Continuous Footing Floor System Slab on Grade Exterior Wall Cone Block /Stucco Height Factor 0 Party Wall None Structural Frame None - - -z Roof Frame Gable & Hip Roof Cover Composition Shingle Cabinet & Mill Average Floor Finish Carpet Combination Interior Finish Plaster Furred Total Units 0 Heating & Air Heating &Cooling Pckg Fixtures 12 Bath Tile Half Wall Area Electric Average Description Factor Shape Factor Rectangle 1) Quality _ Average 1. 00 Year Built 1,964 Effective Age 25 Other Depreciation 0 Function Depreciation 0 Economic Depreciation 10 Sub Arsas Commsrclal ExTra F�atur�s Description Dimensions Description Factor Area RCD Description Factor Area 1) Base Area 1. 00 2, 530 7) . 00 0 2) Open Porch .20 79 8) .00 0 3) 0 .00 0 9) .00 0 4) 0 .00 0 10) .00 0 5) 6) .00 0 1i) .00 0 6) .00 0 12) .00 0 Commsrclal ExTra F�atur�s Description Dimensions Price Units Value RCD Year 1) .00 0 0 0 0 2) .00 0 0 0 0 3) .00 0 0 0 0 4) .00 0 0 0 0 5) .00 0 0 0 0 6) .00 0 0 0 0 TOTAL RECORD VALUE: 0 Building #11 http: //l 36.174.187.13/htbin/cgi -scr3 ?plus =l &r= 0 %2E32 &o =l &a =1 &b =l &c =1 &s= 4 &t3 =1... 5/7/2008 Pinellas County Property Appr- ' -Pr Information: 17 29 16 03006 000 02 Page 15 of 69 17 / 20 / 10 / 03006 / 000 / 0200 :11 07- May -2008 Jim Smith, CFA Pinellas County Property Appraiser 18:43:56 Commercial Card 11 of 63 Improvement Type: Duplex /Triplex Property Address: 0 Prop Use: 356 Land Use: 74 S�r�ac �ara1 EJLiBmE3ai1Ls' Foundation Continuous Footing Floor System Slab on Grade Exterior Wall Cone Block /Stucco Height Factor 0 Party Wall None Structural Frame None Roof Frame Gable & Hip Roof Cover Composition Shingle Cabinet & Mill Average Floor Finish Carpet Combination Interior Finish Plaster Furred Total Units 0 Heating & Air Wall /Floor Furnace Fixtures 18 Bath Tile Half Wall Area Electric Average Description Factor Shape Factor Rectangle 1) Quality Average i. 00 Year Built 1,964 Effective Age 25 Other Depreciation 0 Function Depreciation 0 Economic Depreciation i0 Sub ArE3as CommE3r4--ia1 Exrtra F�aur�s Description Dimensions Description Factor Area RCD Description Factor Area 1) Base Area i. 00 3,244 7) . 00 0 2) Enclosed Porch 60 78 8) .00 0 3) Screen Porch .25 252 9) .00 0 4) Open Porch .20 188 10) .00 0 5) Enclosed Porch .45 84 11) .00 0 6) .00 0 12) .00 0 CommE3r4--ia1 Exrtra F�aur�s Description Dimensions Price Units Value RCD Year 1) .00 0 0 0 0 2) .00 0 0 0 0 3) .00 0 0 0 0 4) .00 0 0 0 0 5) .00 0 0 0 0 6) .00 0 0 0 0 TOTAL RECORD VALUE: 0 Building #12 http: //136.174.187.13/htbin/cgi -scr3 ?plus =l &r= 0 %2E32 &o =1 &a =1 &b =1 &c =l &s= 4 &t3 =1... 5/7/2008 Pinellas County Property Appr- ' -Pr Information: 17 29 16 03006 000 02"" Page 16 of 69 17 / 29 / 10 / 03000 / 000 / 0200 :12 07 -May -2008 Jim Smith, CFA Pinellas County Property Appraiser 18:43:57 Commercial Card 12 of 63 Improvement Type: Duplex /Triplex Property Address: 0 Prop Use: 356 Land Use: 74 S�ruc��ar�1 Elsart�a� #s Foundation Continuous Footing Floor System Slab on Grade Exterior Wall Conc Block /Stucco Height Factor 0 Party Wall None - Structural Frame None- Roof Frame Gable & Hip Roof Cover Composition Shingle Cabinet & Mill Average Floor Finish Carpet Combination Interior Finish Plaster Furred Total Units 0 Heating & Air Heating &Cooling Pckg Fixtures 12 Bath Tile Half Wall Area Electric Average Description Factor Shape Factor Rectangle 1) Quality ,Average 1.00 Year Built 1,964 Effective Age 30 Other Depreciation 0 Function Depreciation 0 Economic Depreciation i0 Sub Araas Gc3nimE!rcial Extra F aturBs Description Dimensions Description Factor Area RCD, Description Factor Area 1) Base Area 1.00 2,432 7) .00 0 2) Screen Porch .25 318 8) .00 0 3) Open Porch .20 132 9) .00 0 4) 0 . 00 0 10) .00 0 5) 6) . 00 0 11) .00 0 6) .00 0 12) .00 0 Gc3nimE!rcial Extra F aturBs Description Dimensions Price Units Value RCD, Year 1) .00 0 0 0 0 2) .00 0 0 0 0 3) .00 0 0 0 0 4) .00 0 0 0 0 5) .00 0 0 0 0 6) .00 0 0 0 0 TOTAL RECORD VALUE: 0 Building #13 http:// 136.174 .187.13 /htbin/cgi -scr3 ?plus =l &r= 0 %2E32 &o =1 &a =1 &b =1 &c =1 &s= 4 &t3 =1... 5/7/2008 Pinellas County Property App- '-°r Information: 17 29 16 03006 000 0 Page 17 of 69 17 / 2 / 10 / 03000 1 000 / 0200 :13 07- May -2008 Jim Smith, CFA Pinellas County Property Appraiser 18:43:57 Commercial Card 13 of 63 Improvement Type: Duplex /Triplex Property Address: 0 Prop Use: 356 Land Use: 74 Structtar�►_7._. E1�xrx�x�ts Foundation Continuous Footing Floor System Slab on Grade Exterior Wall Cone Block /Stucco Height Factor 0 Party ball Hone Structural Frame Hone_ -, Roof Frame Gable & Hip Roof Cover Composition Shingle Cabinet & Mill Average Floor Finish Carpet Combination Interior Finish Plaster Furred Total Units 0 Heating & Air Heating &Coaling Pckg Fixtures 18 Bath Tile Half Wall Area Electric Average Description Factor Shape Factor Rectangle 1) Quality Average 1. 00 Year Built 1, 9,64. Effective Age 30 Other Depreciation 0 Function Depreciation 0 Economic Depreciation 10 Sub Ar s a s Coinmorclal Extra F�atur�s Description Dimensions Description Factor Area RCD Description Factor Area 1) Base Area 1. 00 3,154 7) . 00 0 2) Enclosed Porch. .60 156 8) .00 0 3) Screen Porch 25 348 9) .00 0 4) Open Porch .20 188 10) .00 0 5) 6) .00 0 11) .00 0 6) 00 0 12) . 00 0 Coinmorclal Extra F�atur�s Description Dimensions Price Units Value RCD Year 1) .00 0 0 0 0 2) .00 0 0 0 0 3) - .00 0 0 0 0 4) .00 0 0 0 0 5) .00 0 0 0 0 6) .00 0 0 0 0 TOTAL RECORD VALUE: 0 Building #14 http: / /136.174.187.131htbinlcgi -scr3 ?plus =l &r= 0 %2E32 &o =1 &a =1 &b =1 &c =1 &s= 4 &t3 =1... 5/7/2008 Pinellas County Property Appr ',er Information: 17 29 16 03006 000 0'-' Page 18 of 69 17 / 29 10 1 03000 / 000 1 0200 :14 07- May -2008 Jim Smith, CFA Pinellas County Property Appraiser 18:43:58 Commercial Card 14 of 63 Improvement Type; Duplex /Triplex Property Address: 0 Prop Use; 356 Land Use; 74 S-tructur�l E1�atr�nts Foundation Continuous Footing Floor System Slab on Grade Exterior Wall Cone Block /Stucco Height Factor 0 Party Wall Hone Structural Frame None Roof Frame Gable & Hip Roof Cover Composition Shingle Cabinet & Mill Average Floor Finish Carpet Combination Interior Finish Plaster Furred Total Units 0 Heating & Air Wall /Floor Furnace Fixtures 18 Bath Tile Half Wall Area Electric Average Description Factor Shape Factor Rectangle 1) Quality _ Average 1. 00 Year Built 1,964 Effective Age 30 Other Depreciation 0 Function Depreciation 0 Economic Depreciation 10 Sub Aromas CornmE3rcial Extra FBatur�s Description Dimensions Description Factor Area RCD Description Factor Area 1) Base Area 1. 00 3,154 7) . 00 0 2)' Enclosed Porch .60 78 8) .00 0 3) Screen Porch .25 484 9) .00 0 4) Open Porch .20 188 10) .00 0 5) 6) .00 0 11) .00 0 6) 00 0 12) .00 0 CornmE3rcial Extra FBatur�s Description Dimensions Price Units Value RCD Year 1) .00 0 0 0 0 2) 00 0 0 0 0 3) .00 0 0 0 0 4) .00 0 0 0 0 5) .00 0 0 0 0 6) .00 0 0 0 0 TOTAL RECORD VALUE; 0 Building #15 http: // 136.174.187.131htbinlcgi -scr3 ?plus =l &r= 0 %2E32 &o =1 &a =1 &b =1 &c =1 &s= 4 &t3 =1... 5/7/2008 Pinellas County Property Appra�,,er Information: 17 29 16 03006 000 O200 17 / 29 / 10 / 03000 / 000 / Page 19 of 69 0200 :15 07- May -2008 Jim Smith, CFA Pinellas County Property Appraiser 18:43:58 _Commercial Card 15 of 63 Improvement Type: Duplex /Triplex Property Address: 0 Prop Use: 356 Land Use: 74 Structural Eleard�a�ts Foundation Continuous Footing Floor System Slab on Grade Exterior Wall Conc Block /Stucco Height Factor 0 Party Wall None Structural Frame None Roof Frame Gable & Hip Roof Cover Composition Shingle Cabinet & Mill Average Floor Finish Carpet Combination Interior Finish Plaster Furred Total Units 0 Heating & Air Heating &Cooling Pckg Fixtures 18 Bath Tile Half Wall Area Electric Average 1.00 Shape Factor Rectangle 7) Quality Average 0 Year Built 1,964 Effective Age 25 Other Depreciation 0 Function Depreciation 0 Economic Depreciation i0 ,Sub Arras Description Factor Area Value Description Factor Area 1) Base Area 1.00 3,232 7) .00 0 2) Screen Porch .25 336 8) 00 0 3) . Open Porch . 20 163 9) . 00 0 4) .00 0 10) .00 0 5) .00 0 11) .00 0 6) .00 0 12) .00 0 C+ammcrcial Extra Futures Description Dimensions Price Units Value RCD Year 1) .00 0 0 0 0 2) .00 0 0 0 0 3) .00 0 0 0 0 4) .00 0 0 0 0 5) .00 0 0 0 0 6) .00 0 0 0 0 - TOTAL RECORD VALUE: 0 Building #16 http: / /136.174.187.13/htbin/cgi -scr3 ?plus =l &r= 0 %2E32 &o =1 &a =1 &b =1 &c =1 &s= 4 &t3 =1... 5/7/2008 Pinellas County Property Appraiser Information: 17 29 16 03006 000 0200 Page 20 of 69 17 1 29 1 10 / 03000 / 000 l 0200 :10 07- May -2008 Jim Smith, CFA Pinellas County Property Appraiser 18:44:01 Commercial Card 16 of 63 Improvement Type: Duplex /Triplex Property Address: 0 Prop Use: 356 Land Use: 74 Str�ac�tara� E��at��a��s Foundation Continuous Footing Floor System Slab on Grade Exterior Wall Conc Block /Stucco Height Factor 0 Party Wall Hone Structural Frame Hone Roof Frame Gable & Hip Roof Cover Composition Shingle Cabinet & Mill Average Floor Finish Carpet Combination Interior Finish Plaster Furred Total Units 0 Heating & Air Heating &Cooling Pckg Fixtures 12 Bath Tile Half Wall Area Electric Average Description Factor Shape Factor Rectangle 1) Quality Average 1. 00 Year Built 1,964 Effective Age 25 Other Depreciation 0 Function Depreciation 0 Economic Depreciation 10 Sulam ArE3as CommE3rcial Extra F�a ur s Description Dimensions Description Factor Area RCD Description Factor Area 1) Base Area 1. 00 2,262 7) . 00 0 2) Enclosed Porch .60 156 8) .00 0 3) Screen Porch .25 120 9) .00 0 4) Open Porch .20 84 10) .00 0 5) 6) .00 0 11) . 00 0 6) 00 0 12) . 00 0 CommE3rcial Extra F�a ur s Description Dimensions Price Units Value RCD Year 1) .00 0 0 0 0 2) .00 0 0 0 0 3) .00 0 0 0 0 4) .00 0 0 0 0 5) .00 0 0 0 0 6) .00 0 0 0 0 TOTAL RECORD VALUE: 0 Building #17 http: // 136.174.187.131htbinlcgi -scr3 ?plus =l &r= 0 %2E32 &o =1 &a =1 &b =1 &c =1 &s= 4 &t3 =1... 5/7/2008 Pinellas County Property Appra ;eer Information: 17 29 16 03006 000 O200 Page 21 of 69 17 / 29 / 10 / 03000 / 000 / 0200 :17 07- May -2008 Jim Smith, CFA Pinellas County Property Appraiser 18:44:01 Commercial Card 17 of 63 Improvement Type: Duplex /Triplex Property Address: 0 Prop Use: 356 Land Use: 74 S-tr�ac��a.r�.l E�.�mr✓a�-ts Foundation Continuous Footing Floor System Slab on Grade Exterior Wall Conc Block /Stucco Height Factor 0 Party Wall Hone Structural Frame Hone Roof Frame Gable & Hip Roof Cover Composition Shingle Cabinet & Mill Average Floor Finish Carpet Combination Interior Finish Plaster Furred Total Units 0 Heating & Air Heating &Cooling Pckg Fixtures 18 Bath Tile Half Wall Area Electric Average Description Factor Shape Factor Rectangle 1) Quality ,Ave rag e 1. 00 Year Built 1,964 Effective Age 25 Other Depreciation 0 Function Depreciation 0 Economic Depreciation 10 Sub Arieas CommE3r(cia1L Extra Fr�a lures Description Dimensions Description Factor Area RCD Description Factor Area 1) Base Area 1. 00 3,154 7) . 00 0 2) Enclosed Porch .60 246 8) .00 0 3) Screen Porch .25 270 9) .00 0 4) Open Porch .20 176 10) .00 0 5) 6) . 00 0 11) .00 0 6) .00 0 12) .00 0 CommE3r(cia1L Extra Fr�a lures Description Dimensions Price Units Value RCD Year 1) .00 0 0 0 0 2) 00 0 0 0 0 3) .00 0 0 0 0 4) 00 0 0 0 0 5) .00 0 0 0 0 6) .00 0 0 0 0 TOTAL RECORD VALUE: 0 Building #18 http: / /136.174.187.13/htbin/cgi -scr3 ?plus =l &r= 0 %2E32 &o =1 &a =1 &b =1 &c =1 &s= 4 &t3 =1... 5/7/2008 Pinellas County Property Appra ;ser,Information: 17 29 16 03006 000 020() Page 22 of 69 17 / 29 / 10 / 03000 / 000 / 0200 :18 07- May -2008 Jim Smith, CFA Pinellas County Property Appraiser 18:44 :02 Commercial Card 18 of 63 Improvement Type: Duplex /Triplex Property Address: 0 Prop Use: 356 Land Use: 74 Strtacttar�l E1�aTd�a��s Foundation Continuous Footing Floor System Slab on Grade Exterior ball Cone Block /Stucco Height Factor 0 Party Wall Hone Structural Framef:Hone- 1,964 Roof Frame Gable & Hip Roof Cover Composition Shingle Cabinet & Mill Average Floor Finish Carpet Combination Interior Finish Plaster Furred Total Units 0 Heating & Air Heating &Cooling Pckg Fixtures 12 Bath Tile Half Wall Area Electric Average Description Factor Shape Factor Rectangle 1) Quality Average 1. 00 Year Built 1,964 Effective Age 25 Other Depreciation 0 Function Depreciation 0 Economic Depreciation i0 Sub Aromas Coinmsrcial E�ctra F�a-tur�s Description Dimensions Description Factor Area RCD Description Factor Area 1) Base Area 1. 00 2,504 7) . 00 0 2) Enclosed Porch .60 252 8) 00 0 3) Open Porch . 20 132 9) . 00 0 4) 0 .00 0 10) .00 0 5) 6) .00 0 11) .00 0 6) .00 0 12) .00 0 Coinmsrcial E�ctra F�a-tur�s Description Dimensions Price Units Value RCD Year 1) .00 0 0 0 0 2) .00 0 0 0 0 3) .00 0 0 0 0 4) .00 0 0 0 0 5) . 00 0 0 ' 0 0 6) .00 0 0 0 0 TOTAL RECORD VALUE: 0 Building #19 http: //136.174.187.13 /htbin/cgi -scr3 ?plus =l &r= 0 %2E32 &o =1 &a =1 &b =1 &c= 1• &s= 4 &t3 =1... 5/7/2008 Pinellas County Property Appra ;-,er Information: 17 29 16 03006 000 02 ()() Page 23 of 69 17 / 29 / 10 / 03000 / 000 / 0200 :19 07- May -2008 Jim Smith, CFA Pinellas County Property Appraiser 18:44:02 Commercial Card 19 of 63 Improvement Type: Duplex /Triplex Property Address: 0 Prop Use: 356 Land Use: 74 S-tr�ac-t�ara� E.��rTisa��s Foundation Continuous Footing Floor System Slab on Grade Exterior gall Cone Block /Stucco Height Factor 0 Party Wall None Structural Frame None Roof Frame Gable & Hip Roof Cover Composition Shingle Cabinet & Mill Average Floor Finish Carpet Combination Interior Finish Plaster Furred Total Units 0 Heating & Air Heating &Cooling Pckg Fixtures 18 Bath Tile Half Wall Area Electric Average Description Factor Shape Factor Rectangle '1) Quality Average 1.00 Year Built 1,964 Effective Age 25 Other Depreciation 0 Function Depreciation 0 Economic Depreciation 10 Sub Areas CorrunE3 rcial Extra F urqB Em- Description Dimensions Description Factor Area RCD Description Factor Area '1) Base Area 1.00 3,154 7) . 00 0 2) Enclosed Porch 60 330 8) .00 0 3) Screen Porch .25 174 9) .00 0 4) Open Porch 20 168 10) .00 0 5) 6) .00 0 11) .00 0 6) .00 0 12) .00 0 CorrunE3 rcial Extra F urqB Em- Description Dimensions Price Units Value RCD Year 1) .00 0 0 0 0 2) .00 0 0 0 0 3) .00 0 0 0 0 4) .00 0 0 0 0 5) .00 0 0 0 0 6) . 00 0 0 0 0 TOTAL RECORD VALUE: 0 Building #20 http: // 136. 174. 187. 13 /htbin/cgi -scr3? plus= l& r= 0% 2E32 &o= 1 &a= 1 &b= 1 &c= l &s= 4 &t3 =1... 5/7/2008 ' Pinellas County Property Appr —*-er Information: 17 29 16 03006 000 02 (1" Page 24 of 69 17 / 29 / 10 / 03000 / 000 / 0200 :20 07- May -2008 Jim Smith, CFA Pinellas County Property Appraiser 18:44:02 Commercial Card 20 of 63 Improvement Type: Duplex/Triplex Property Address: 0 Prop Use: 356 Land Use: 74 Str�act�ar�1 E1�aT��a�.t� Foundation Continuous Footing Heating & Air None Area Floor System Slab on Grade Fixtures 3 Exterior Wall Conc Block/Stucco Bath Tile Half Wall 7) Height Factor 0 Electric Average Screen Porch Party Wall None Shape Factor Rectangle .00 Structural Frame None Quality Average .20 Roof Frame Gable & Hip Year Built 1,964 Roof Cover Composition Shingle Effective Age 25 Cabinet & Mill Average Other Depreciation 25 Floor Finish Carpet Combination Function Depreciation 25 Interior Finish Plaster Furred Economic Depreciation 0 Total Units 0 12) .00 S-Lib Arq--aS CoiTU7lrcial Extra F�atur�s Description Dimensions Description Factor Area RCD Description Factor Area 1) Base Area 1.00 2,396 7) . 00 0 2) Screen Porch .25 186 8) .00 0 3) Open Porch .20 48 9) .00 0 4) 0 .00 0 10) .00 0 5) 6) .00 0 11) .00 0 6) 00 0 12) .00 0 CoiTU7lrcial Extra F�atur�s Description Dimensions Price Units Value RCD Year 1) .00 0 0 0 0 2) .00 0 0 0 0 3) .00 0 0 0 0 4) 00 0 0 0 0 5) .00 0 0 0 0 6) .00 0 -0 0 0 TOTAL RECORD VALUE: 0 Building #21 http: //l 36.174.187.13/htbin/cgi -scr3 ?plus =l &r= 0 %2E32 &o =1 &a =1 &b =1 &c =1 &s= 4 &t3 =1... 5/7/2008 Pinellas County Property Appr -�Ger Information: 17 29 16 03006 000 O2f1n Page 25 of 69 17 / 29 / 10 / 03000 / 000 / 0200 :21 07- May -2008 Jim Smith, CFA Pinellas County Property Appraiser 18:44:02 Commercial Card 21 of 63 Improvement Type: Duplex /Triplex Property Address: 0 Prop Use: 356 Land Use: 74 Structural E1�art�a�� Foundation Continuous Footing, Floor System Slab on Grade Exterior Wall Cone Block/Stucco Height Factor 0 Party Wall Hone Structural Frame' .Hone Roof'Frame Gable & Hip Roof Cover Composition Shingle Cabinet & Mill Average _ Floor Finish Carpet Combination Interior Finish Plaster Furred Total Units 0 Heating & Air Heating &Cooling Pckg Fixtures 12 Bath Tile Half Wall Area Electric Average Description Factor Shape Factor Rectangle 1) Quality : Average i. 00 Year ,Built 1,964 Effective Age 30 Other Depreciation 0 Function Depreciation 0 Economic Depreciation i0 Sulky Arcas ' ' C�amrn�rcial E�ctra Fcatur�s Description .Dimensions Description Factor Area RCD Description Factor Area 1) Base Area i. 00 2,522 7) . 00 0 2) Enclosed Porch .60 72 8) .00 0 3) Screen Porch .2 -5 162 9) .00 0 4) Open Porch .20 132 10) .00 0 5) 6) .00 0 11) .00 0 6) .00 0 12) .00 0 ' ' C�amrn�rcial E�ctra Fcatur�s Description .Dimensions Price Units Value RCD Year 1) .00 0 0 0 0 2) .00 0 0 0 0 3) .40 0 0 0 0 4) .00 0 0 0 0 5) .00 0 0 0 0 6) .00 0 0 0 0 TOTAL RECORD VALUE: 0 Building #22 http: // 136.174.187.13 /htbin/cgi -scr3 ?plus =l &r- 0 %2E32 &o =1 &a =1 &b =1 &c =l &s= 4 &t3 =1... 5/7/2008 Pinellas County Property Appr -'-,er Information: 17 29 16 03006 000 02 (11) Page 26 of 69 17 / 29 / 10 / 03000 / 000 / 0200 :22 07- May -2008 Jim Smith, CFA Pinellas County Property Appraiser 10:44:03 Commercial Card 22 of 63 Improvement Type: Duplex /Triplex Property Address: 0 Prop Use: 356 Land Use: 74 S�ru.�tur�1 E1�m�x�ts Foundation Continuous Footing Floor System Slab on Grade Exterior Mall Conc Block/Stucco Height Factor 0 Party Wall None Structural-Frame None - Roof Frame Gable & Hip Roof Cover Composition Shingle Cabinet & Mill, Average Floor Finish Carpet Combination Interior Finish Plaster Furred Total Units 0 Heating & Air Heating &Cooling Pckg Fixtures 18 Bath Tile Half Wall Area Electric Average Description Factor Shape Factor Rectangle 1) Quality Average i. 00 Year Built 1,964 Effective Age 25 Other Depreciation 0 Function Depreciation 0 Economic Depreciation i0 Sub ArE3as- ComrmoBrcial ExTra F+E�atur s Dimensions Description Factor Area RCD Description Factor Area 1) Base Area i. 00 3,154 7) . 00 0 2) Enclosed Porch .60 84 8) .00 0 3) Screen Porch .25 420 9) .00 0 4) Open Porch .20 188 10) .00 0 5) 6) .00 0 11) .00 0 6) .00 0 12) .00 0 ComrmoBrcial ExTra F+E�atur s Dimensions Price Units Value RCD Year _Description 1) .00 0 0 0 0 2) .00 0 0 0 0 3) .00 0 0 0 0 4) .00 0 0 0 0 5) .00 0 0 0 0 6) .00 0 0 0 0 TOTAL RECORD VALUE: 0 Building #23 9 http: // 136.174.187.13 /htbin /cgi -scr3 ?plus =l &r= 0 %2E32 &o =1 &a =1 &b =1 &c =1 &s= 4 &t3 =1... 5/7/2008 Pinellas County Property Appr-'-er Information: 17 29 16 03006 000 O2 (11) Page 27 of 69 17 29 / 10 / 03006 1 000 1 0200 :2 07- May -2008 Jim Smith, CFA Pinellas County Property Appraiser 18:44:03 Commercial Card 23 of 63 Improvement Type: Duplex /Triplex Property Address: 0 Prop Use: 356 Land Use: 74 Stru�cttar�l E1�m�nts Foundation Continuous Footing Floor System Slab on Grade Exterior Wall Conc Block /Stucco Height Factor 0 Party Wall None Structural Frame -None Roof Frame Gable & Hip Roof Cover Composition Shingle Cabinet & Mill Average Floor Finish Carpet Combination Interior Finish Plaster Furred Total Units 0 �J Heating & Air Heating &Cooling Pckg Fixtures 18 Bath Tile Half Wall Area Electric Average Description Factor Shape Factor Rectangle 1) Quality Average i. 00 Year Built 1,964 Effective Age 25 Other Depreciation 0 Function Depreciation 0 Economic Depreciation i0 Sub Aromas CommE3 r(-- ial Extra FE3aturss Description Dimensions Description Factor Area RCD Description Factor Area 1) Base Area i. 00 3,232 7) . 00 0 2) Screen Porch 25 426 8) .00 0 3) Open Porch .20 188 9) .00 0 4) 0 00 0 10) , 00 0 5) 6) .00 0 11) .00 0 6) .00 0 12) .00 0 CommE3 r(-- ial Extra FE3aturss Description Dimensions Price Units Value RCD Year 1) .00 0 0 0 0 2) .00 0 0 0 0 3) .00 0 0 0 0 4) .00 0 0 0 0 5) .00 0 0 0 0 6) .00 0 0 0 0 TOTAL RECORD VALUE: 0 Building #24 http: / /136.174.187.13/htbin/cgi -scr3 ?plus =l &r= 0 %2E32 &o =1 &a =1 &b =1 &c =1 &s= 4 &t3 =1... 5/7/2008 Pinellas County Property Appr- *,zer Information: 17 29 16 03006 000 O2cn Page 28 of 69 17 / 29 / 10 / 03000 / 000 / 0200 :24 077May -2008 Jim Smith, CFA Pinellas County Property Appraiser 18:44:04 Commercial Card 24 of 63 Improvement Type: Duplex /Triplex Property Address: 0 Prop Use: 356 Land Use: 74 Structural E1�ari�a�t� Foundation Continuous Footing Heating & Air Wall /Floor Furnace Floor System Slab on Grade Fixtures 12 Exterior Wall Conc Block /Stucco Bath Tile Half Wall 7) Height Factor 0 Electric Average Screen Porch Party Wall Hone Shape Factor L Design .00 Structural Frame Hone Quality Average 20 Roof Frame. -- Gable & Hip Year Built 1,964 Roof Cover Composition Shingle Effective Age 25 Cabinet & Mill Average Other Depreciation 0 Floor Finish Carpet Combination Function Depreciation 0 Interior Finish Plaster Furred Economic Depreciation 10 Total Units 0 12) .00 Sub Arcas Comrn�rcial Extra F�atures Description Dimensions Description Factor Area RCD Description Factor Area 1) Base Area 1.00 2,334 7) . 00 0 2) Screen Porch 25 294 8) .00 0 3) Open Porch 20 109 9) .00 0 4) 0 .00. 0 10) .00 0 5) 6) .00 0 11) .00 0 6) .00 0 12) .00 0 Comrn�rcial Extra F�atures Description Dimensions Price Units Value RCD Year 1) :00 0 0' 0 0 2) .00 0 0 0 0 3) .00 0 0 0 0 4) .00 0 0 0 0 5) .00 0 0 0 0 6) .00 0 0 0 0 TOTAL RECORD VALUE: 0 Building #25 http: / /136.174.187.13 /htbin/cgi -scr3 ?plus =l &r= 0 %2E32 &o =1 &a =1 &b =1 &c =1 &s= 4 &t3 =1... 5/7/2008 Pinellas County Property Appr ^ ;qer Information: 17 29 16 03006 000 02(11) Page 29 of 69 17 / 29 / 10 / 03000 / 000 / 0200 :25 07- May -2008 Jim Smith, CFA Pinellas County Property Appraiser 18:44:04 Commercial Card 25 of 63 Improvement Type: Duplex /Triplex Property Address: 0 Prop Use: 356 Land Use: 74 S�r�acttar�l E1.E3mE3n-ts Foundation Continuous Footing Floor System Slab on Grade Exterior Wall Cone Block /Stucco Height Factor 0 Party Wall None Structural,Frame None Roof Frame Gable & Hip Roof Cover Composition Shingle Cabinet & Mill Average Floor Finish Carpet Combination Interior Finish Plaster Furred Total Units 0 Heating & Air Wall /Floor Furnace Fixtures 12 Bath Tile Half Wall Area Electric Average Description Factor Shape Factor Rectangle 1) t.Quality Average_ 1.00 Year Built 1,964 Effective Age 25 Other Depreciation 0 Function Depreciation 0 Economic Depreciation 10 Sub Areas CommE3rcial Extra FE3a-turE3s Description Dimensions Description Factor Area RCD Description Factor Area 1) Base Area 1.00 2,318 7) . 00 0 2) Enclosed Porch .60 78 8) .00 0 3) Screen Porch .25 134 9) .00 0 4) Open Porch .20 92 10) .00 0 5) 6) .00 0 11) .00 0 6) .00 0 12) .00 0 CommE3rcial Extra FE3a-turE3s Description Dimensions Price Units Value RCD Year 1) . 00 0 0 0 0 2) .00 0 0 0 0 3) .00 0 0 0 0 4) .00 0 0 0 0 5) .00 0 0 0 0 6) 00 0 0 0 0 TOTAL RECORD VALUE: 0 Building #26 0 http: / /136.174.187.131htbinlcgi -scr3 ?plus =l &r= 0 %2E32 &o =1 &a =1 &b =l &c =1 &s= 4 &t3 =1... 5/7/2008 Pinellas County Property Appr °4-,er Information: 17 29 16 03006 000 02111) - Page 30 of 69 17 1 24 I 14 / 03004 / 000 0204 :2 07- May -2008 Jim Smith, CFA Pinellas County Property Appraiser 18:44:04 Commercial Card 26 of 63 Improvement Type: Duplex /Triplex Property Address: 0 Prop Use: 356 Land Use: 74 Stru+c��a.r�1 E1�rrd�r�.�� Foundation Continuous Footing Floor System Slab on Grade Exterior Wall Cone Block /Stucco Height Factor 0 Party Wall None Structural °Frame None Roof Frame Gable & Hip Roof Cover Composition Shingle Cabinet & Mill Average Floor Finish Carpet Combination Interior Finish Plaster Furred Total Units 0 Heating & Air Heating &Cooling Pckg Fixtures 12 Bath Tile Half ,Wall Area Electric Average Description Factor Shape Factor Rectangle 1) Quality Average 1.00 Year Built 1,964 Effective Age 25 Other Depreciation 0 Function Depreciation 0 Economic Depreciation 10 Sub ArE3as Cornrrte:rcial ExTr.-a F a turps Description Dimensions Description Factor Area RCD Description Factor Area 1) Base Area 1.00 2,530 7) .00 0 2) Open Porch .20 92 8) .00 0 3) 0 .00 0 9) .00 0 4) 0 .00 0 10) .00 0 5) 6) .00 0 11) .00 0 6) .00 0 12) .00 0 Cornrrte:rcial ExTr.-a F a turps Description Dimensions Price Units Value RCD Year 1) .00 0 0 0 0 2) .00 0 0 0 0 3) .00 0 0 0 0 4) .00 0 0 0 0 5) .00 0 0 0 0 6) .00 0 0 0 0 TOTAL RECORD VALUE: 0 Building #27 http: / /136.174.187.131htbinlcgi -scr3 ?plus =l &r= 0 %2E32 &o =1 &a =1 &b =1 &c =1 &s= 4 &t3 =1... 5/7/2008 Pinellas County Property Appr — *ser Information: 17 29 16 03006 000 02110 Page 31 of 69 17 / 29 / 10 / 03000 / 400 / 0200 :27 07- May -2008 Jim Smith, CFA Pinellas County Property Appraiser 18:44:04 Commercial Card 27 of 63 Improvement Type: Duplex /Triplex Property Address: 0 Prop Use: 356 Land Use: 74 S�ruc�iar 1 E1E3mE3 ai -L s Foundation Continuous Footing Floor System Slab,on Grade Exterior Wall Conc Block /Stucco Height Factor 0 Party Wall Hone Structural Frame._ Hone Roof Frame Gable &Hip Roof Cover Composition Shingle Cabinet & Mill Average Floor Finish Carpet Combination Interior Finish Plaster Furred Total Units 0 Heating & Air Heating &Cooling Pckg Fixtures 12 Bath Tile Half Wall Area Electric Average Description Factor Shape Factor Rectangle 1) Quality Average i. 00 Year Built 1;964 Effective Age 25 Other Depreciation 0 Function Depreciation 0 Economic Depreciation 10 Sub Aromas GommiBrcial Extra FBatur�s Description Dimensions Description Factor Area RCD Description Factor Area 1) Base Area i. 00 2,530 7) . 00 0 2) Open Porch .20 92 8) .00 0 3) 0 . 00 0 9) .00 0 4) 0 00 0 10) .00 0 5) 6) .00 0 11) .00 0 6) 00 0 12) .00 0 GommiBrcial Extra FBatur�s Description Dimensions Price Units Value RCD Year 1) .00 0 0 0 0 2) .00 0 0 0 0 3) .00 0 0 0 0 4) .00 0 0 0 0 5) .00 0 0 0 0 6) .00 0 0 0 0 TOTAL RECORD VALUE: 0 Building #28 http:// 136.174.187.13 /htbin/cgi -scr3 ?plus =l &r= 0 %2E32 &o =1 &a =1 &b =1 &c =1 &s= 4 &t3 =1... 5/7/2008 Pinellas County Property Apprp= -er Information: 17 29 16 03006 000 02011 Page 32 of 69 1 / 29 / 10 / 03000 / 000 / 0200 :28 07- May -2008 Jim Smith, CFA Pinellas County Property Appraiser 18:44:05 Commercial Card 28 of 63 Improvement Type: Duplex /Triplex Property Address: 0 Prop Use: 356 Land Use: 74 Str�a+ct�aral E1�are�a�ts Foundation Continuous Footing Floor System Slab on Grade Exterior Wall Cone Block /Stucco Height Factor 0 Party Wall None Structural Frame None Roof Frame Gable & Hip Roof Cover Composition Shingle Cabinet & Mill Average Floor Finish Carpet Combination Interior Finish, Plaster Furred Total Units 0 Heating & Air Heating &Cooling Pckg Fixtures 18 Bath Tile Half Wall Area Electric Average Description Factor Shape Factor Rectangle 1) Quality Average 1.00 Year Built 1,964 Effective Age 25 Other Depreciation 0 Function Depreciation 0 Economic Depreciation 10 Sulu AroBas CommE3rc3.a1 Extra FE3 -IT urE3 Em- Description Dimensions Description Factor Area RCD Description Factor Area 1) Base Area 1.00 -3, 322 7) . 00 0 2) Screen Porch .25 324 8) .00 0 3) Open Porch .20 210 9) .00 0 4) 0 00 0 10) .00 0 5) 6) .00 0 11) .00 0 6)' .00 0 12) 00 0 CommE3rc3.a1 Extra FE3 -IT urE3 Em- Description Dimensions Price Units Value RCD Year 1) .00 0 0 0 0 2) .00 0 0 0 0 3) .00 0 0 0 0 4) .00 0 0 0 0 5) .00 0 0 0 0 6) .00 0 0 0 0 TOTAL RECORD VALUE: 0 Building #29 ti http: / /136.174.187.13/htbin/cgi -scr3 ?plus =l &r= 0 %2E32 &o =1 &a =1 &b =1 &c =1 &s= 4 &t3 =1... 5/7/2008 Pinellas County Property Appra;cer Information: 17 29 16 03006 000 0200 Page 33 of 69 17 / 29 / 10 1 03000 / 000 / 0200 :29 07- May -2008 Jim Smith, CFA Pinellas County Property Appraiser 18:44:05 Commercial Card 29 of 63 Improvement Type: Duplex /Triplex Property Address: 0 Prop Use: 356 Land Use: 74 S-tructur�l E1�aTa�a�.ts Foundation Continuous Footing Floor System Slab on Grade Exterior Wall Conc Block /Stucco Height Factor 0 Party Wall Hone Structural Frame Hone -- Roof Frame Gable & Hip Roof Cover Composition Shingle Cabinet & Mill Average Floor Finish Carpet Combination Interior Finish Plaster Furred Total Units 0 Heating & Air Wall /Floor Furnace Fixtures 18 Bath Tile Half Wall Area Electric Average Description Factor Shape Factor Rectangle 1) - -OWal i ty Ave rage 1. 00 Year Built 1,964 Effective Age 25 Other Depreciation 0 Function Depreciation 0 Economic Depreciation i0 Sub Aromas �omrrt�rcial Extra Featurss Description Dimensions Description Factor Area RCD Description Factor Area 1) Base Area 1. 00 3, 073 7) . 00 0 2) Enclosed Porch .60 78 8) .00 0 3) Screen Porch .25 310 9) .00 0 4) Open Porch .20 152 10) .00 0 5) 6) .00 0 11) .00 0 6) . 00 0 12) .00 0 �omrrt�rcial Extra Featurss Description Dimensions Price Units Value RCD Year 1) .00 0 0 0 0 2) .00 0 0 0 0 3) .00 0 0 0 0 4) .00 0 0 0 0 5) .00 0 0 0 0 6) .00 0 0 0 0 TOTAL RECORD VALUE: 0 Building #30 http: / /136.174.187.131htbinlcgi -scr3 ?plus =l &r= 0 %2E32 &o =1 &a =1 &b =1 &c =1 &s= 4 &t3 =1... 5/7/2008 Pinellas County Property Appra ;,Qer Information: 17 29 16 03006 000 0201) Page 34 of 69 17 1 29 110 1 03000 1 000 / 0200 :30 07- May -2008 Jim Smith, CFA Pinellas County Property Appraiser 18:44:06 Commercial Card 30 of 63 Improvement Type: Duplex /Triplex Property Address: 0 Prop Use: 356 Land Use: 74 S�r�ac�tar�1 E1�ar�t✓a�.ts Foundation Continuous Footing Floor System Slab on Grade Exterior Wall Conc Block /Stucco Height Factor 0 Party Wall None -Structural Frame None -Roof Frame Gable & Hip Roof Cover Composition Shingle Cabinet & Mill Average Floor Finish Carpet Combination Interior Finish Plaster Furred Total Units 0 Heating & Air Heating &Cooling Pckg Fixtures 18 Bath Tile Half Wall Area Electric Average Description Factor Shape Factor Rectangle 1) Quality Average 1. 00 Year Built 1,964 Effective Age 25 Other Depreciation 0 Function Depreciation 0 Economic Depreciation 10 Sub Arsas Gommsrclal ExTra F�aturBs Description Dimensions Description Factor Area RCD Description Factor Area 1) Base Area 1. 00 3, 322 7) . 00 0 2) Screen Porch 25 336 8) .00 0 3) Open Porch .20 188 9) .00 0 4) 0 .00 0 10) .00 0 5) 6) .00 0 11) .00 0 6) 00 0 12) . 00 0 Gommsrclal ExTra F�aturBs Description Dimensions Price Units Value RCD Year 1) .00 0 0 0 0 2) . 00 0 0 0 0 3) . 00 0 0 0 0 4) .00 0 0 0 0 5) .00 0 0 0 0 6) .00 0 0 0 0 TOTAL RECORD VALUE: 0 Building #31 http: // 136.174.187.131htbinlcgi -scr3 ?plus = l &r= 0 %2E32 &o =1 &a =1 &b =1 &c =1 &s= 4 &t3 =1... 5/7/2008 Pinellas County Property Apprp ;,er Information: 17 29 16 03006 000 O2 ()n Page 35 of 69 17 / 29 / 10 / 03000 / 000 / 0200 :31 07- May -2008 Jim Smith, CFA Pinellas County Property Appraiser 18:44:06 Commercial Card 31 of 63 Improvement Type: Duplex /Triplex Property Address: 0 Prop Use: 356 Land Use: 74 S�rtac-ttar�l E1�aTb�a�-ts Foundation Continuous Footing Floor System Slab on Grade Exterior Wall Cone Block /Stucco Height Factor 0 Party Wall Hone Structura=l,-Frame None Roof Frame Gable & Hip Roof Cover Composition Shingle Cabinet & Mill Average Floor Finish Carpet Combination Interior Finish Plaster Furred Total Units 0 Heating & Air Heating &Cooling Pckg Fixtures 12 Bath Tile Half Wall Area Electric Average Description Factor Shape Factor Rectangle 1) Quality Average 1.00 Year Built 1,964 Effective Age 25 Other Depreciation 0 Function Depreciation 0 Economic Depreciation 10 Sub Aroas CommE3rcial Extra FE3aTurE3s Description Dimensions Description Factor Area RCD Description Factor Area 1) Base Area 1.00 2,562 7) . 00 0 2) Open Porch .20 68 8) .00 0 3) 0 .00 0 9) .00 0 4) 0 .00 0 10) .00 0 5) 6) 00 0 11) .00 0 6) .00 0 12) .00 0 CommE3rcial Extra FE3aTurE3s Description Dimensions Price Units Value RCD Year 1) .00 0 0 0 0 2) .00 0 0 0 0 3) .00 0 0 0 0 4) .00 0 0 0 0 5) .00 0 0 0 0 6) .00 0 0 0 0 TOTAL RECORD VALUE: 0 Building #32 http: / /136.174.187.131htbinlcgi -scr3 ?plus = l &r= 0 %2E32 &o =1 &a =1 &b =1 &c =1 &s= 4 &t3 =1... 5/7/2008 Pinellas County Property Appra ;-,er Information: 17 29 16 03006 000 020n Page 36 of 69 17 / 29 10 I 03000 1 000 0200 :32 07- May -2008 Jim Smith, CFA Pinellas County Property Appraiser 18:43:52 Commercial Card 32 of 63 Improvement Type: Duplex /Triplex Property Address: 0 Prop Use: 356 Land Use: 74 S�r�a.cttaral E1�aTaex��s Foundation Continuous Footing Floor System Slab on Grade Exterior Wall Cone Block /Stucco Height Factor 0 Party Wall Hone Structural Frame Hone - Roof Frame Gable & Hip Roof Cover Composition Shingle Cabinet & Mill Average Floor Finish Carpet Combination Interior Finish Plaster Furred Total Units 0 Heating & Air Heating &Cooling Pckg Fixtures 12 Bath Tile Half Wall Area Electric Average Description Factor Shape Factor Rectangle 1) Quality Average 1. 00 Year Built 1,964 Effective Age 25 Other Depreciation 0 Function Depreciation 0 Economic Depreciation i0 Sub Aromas GommE!rcial Extra F�a-tur�s Description Dimensions Description Factor Area RCD Description Factor Area 1) Base Area 1. 00 2, 786 7) . 00 0 2) Open Porch .20 102 8) .00 0 3) 0 .00 0 9) .00 0 4) 0 .00 0 10) .00 0 5) 6) .00 0 11) .00 0 6) .00 0 12), .00 0 GommE!rcial Extra F�a-tur�s Description Dimensions Price Units Value RCD Year 1) .00 0 0 0 0 2) 00 0 0 0 0 3) .00 0 0 0 0 4) .00 0 0 0 0 5) .00 0 0 0 0 6) 00 0 0 0 0 TOTAL RECORD VALUE: 0 Building #33 J a _ -- http:// 136.174 .187.13 /htbin/cgi -scr3 ?plus =l &r= 0 %2E32 &o =1 &a =1 &b =1 &c =1 &s= 4 &t3 =1... 5/7/2008 Pinellas County Property Apprp; ,er Information: 17 29 16 03006 000 0201) Page 37 of 69 17 / 2 / 10 / 03006 / 000 / 0200 : 07- May -2008 Jim Smith, CFA Pinellas County Property Appraiser 18:44:07 Commercial Card 33 of 63 Improvement Type: Duplex /Triplex Property Address: 0 Prop Use: 356 Land Use: 74 Foundation Continuous Footing Floor System Slab on Grade Exterior Wall Conc Block /Stucco Height Factor 0 Party Wall None Structural Frame None Roof Frame Gable & Hip Roof Cover Composition Shingle Cabinet & Mill Average Floor Finish Carpet Combination Interior Finish Plaster Furred Total Units 0 Heating & Air Heating &Cooling Pckg Fixtures 12 Bath Tile Half Wall Area Electric Average Description Factor Shape Factor L Design 1) Quality Average 1.00 Year Built 1,964 Effective Age 25 Other Depreciation 0 Function Depreciation 0 Economic Depreciation 10 Sub Arqaas ComrrL�rcia.l Extra F�a -turps Description Dimensions Description Factor Area RCD Description Factor Area 1) Base Area 1.00 2,622 7) .00 0 2) Open Porch .20 115 8) .00 0 3) 0 .00 0 9) .00 0 4) 0 .00 0 10) .00 0 5) 6) .00 0 11) .00 0 6) 00 0 12) 00 0 ComrrL�rcia.l Extra F�a -turps Description Dimensions Price Units Value RCD Year 1) .00 0 0 0 0 2) .00 0 0 0 0 3) .00 0 0 0 0 4) .00 0 0 0 0 5) .00 0 0 0 0 6) .00 0 0 0 0 TOTAL RECORD VALUE: 0 Building #34 http: //136.174.187.13/htbin/cgi -scr3 ?plus =l &r= 0 %2E32 &o =1 &a =1 &b =1 &c =1 &s= 4 &t3 =1... 5/7/2008 Pinellas County Property Appv per Information: 17 29 16 03006 000 O20n Page 38 of 69 17 1 29 / 10 1 03000 1 000 1 0200 :34 07- May -2008 Jim Smith, CFA Pinellas County Property Appraiser 18:44:08 Commercial Card 34 of 63 Improvement Type: Duplex /Triplex Property Address: 0 Prop Use: 356 Land Use: 74 S�rtac-�ur�1 E.l�at��a�tS Foundation Continuous Footing Floor System Slab on Grade Exterior Wall Conc Block /Stucco Height Factor 0 Party Wall Hone Structural Frame Hone Roof Frame Gable & Hip Roof Cover Composition Shingle Cabinet & Mill Average Floor Finish Carpet Combination Interior Finish Plaster Furred Total Units 0 Heating & Air Heating &Cooling Pckg Fixtures 18 Bath Tile Half Wall Area Electric Average Description Factor Shape Factor Rectangle 1) Quality Average . 1.00 Year Built 1,964 Effective Age 25 Other Depreciation 0 Function Depreciation 0 Economic Depreciation 10 Sub Aromas omrriq--rcial ExTra F�atur�s Description Dimensions Description Factor Area RCD Description Factor Area 1) Base Area 1.00 3,154 7) .00 0 2) Enclosed Porch .60 252 8) .00 0 3) Screen Porch .25 252 9) .00 0 4) Open Porch .20 188 10) .00 0 5) 6) .00 0 11) 00 0 6) .00 0 12) 00 0 omrriq--rcial ExTra F�atur�s Description Dimensions Price Units Value RCD Year 1) .00 0 0 0 0 2) .00 0 0 0 0 3) .00 0 0 0 0 4) .00 0 0 0 0 5) .00 0 0 0 0 6) . 00 0 0 0 0 TOTAL RECORD VALUE: 0 Building #35 http: // 136.174.187.131htbinlcgi -scr3 ?plus =l &r= 0 %2E32 &o =1 &a =1 &b =1 &c =1 &s= 4 &t3 =1... 5/7/2008 Pinellas County Property Appra ;qer Information: 17 29 16 03006 000 02 (1() Page 39 of 69 1 / 2 / 10 / 03000 / 000 / 0200 :35 07- May -2008 Jim Smith, CFA Pinellas County Property Appraiser 18:44:08 Commercial Card 35 of 63 Improvement Type: Duplex /Triplex Property Address: 0 ' Prop Use: 356 Land Use: 74 Structural ElE3mE3i- t!=- Foundation Continuous Footing Floor System Slab on Grade Exterior Wall Cone Block/Stucco Height Factor 0 Party Wall None -Structural Frame None Roof, Frame Gable & Hip Roof Cover Composition Shingle Cabinet & Mill Average Floor Finish Carpet Combination Interior Finish Plaster Furred Total Units, 0 Heating & Air Heating &Cooling Pckg Fixtures 12 Bath Tile Half Wall Area Electric Average Area Shape Factor Rectangle Base Area Quality __Averac3e 2,432 7), Year Built 1,964 Effective Age 25 Other Depreciation 0 Function Depreciation 0 Economic Depreciation i0 Sub Arcas orrutl�rcial Extra FE3.- aturq-_s Description Dimensions . Description Factor Area Description Factor Area 1) Base Area 1.00 2,432 7), .00 0 2) Enclosed Porch .60 72 8) .00 0 3) Screen Porch .25 252 9) .00 0 4) Open Porch .20 120 10) 00 0 5) .00 .00 0 .11) .00 0 6) .00 .00 0 12) .00 0 orrutl�rcial Extra FE3.- aturq-_s Description Dimensions Price Units Value RCD Year 1) .00 0 0 0 0 2) .00 -0 0 0 0 3) .00 0 0 0 0 4) .00 0 0 0 0 5) .00 0 0 0 0 6) .00 0 0 0 0 TOTAL RECORD VALUE: 0 Building #36 http: / /136.174.187.131htbinlcgi -scr3 ?plus =l &r= 0 %2E32 &o =1 &a =1 &b =1 &c =1 &s= 4 &t3 =1... 5/7/2008 Pinellas County Property Appra ;-,er Information: 17 29 16 03006 000 02M Page 40 of 69 17 / 29 / 10 / 03000 / 000 / 0200 :30 07- May -2008 Jim Smith, CFA Pinellas County Property Appraiser 18:44:09 Commercial Card 36 of 63 Improvement Type: Duplex /Triplex Property Address: 0 Prop Use: 356 Land Use: 74 Structural Elaanax�ts Foundation Continuous Footing Floor System Slab on Grade Exterior Wall Cone Block /Stucco Height Factor 0 Party Wall Hone Structural-- _Frame Hone Roof Frame Gable & Hip Roof Cover Composition Shingle Cabinet & Mill Average Floor Finish Carpet Combination Interior Finish Plaster Furred Total Units 0 Heating & Air Wall /Floor Furnace Fixtures 18 Bath Tile Half Wall Area Electric Average Description Factor Shape Factor Rectangle 1) Quality Average -. 1. 00 Year Built -1,964 Effective Age 25 Other Depreciation 0 Function Depreciation 0 Economic Depreciation i0 Sub Areas CanimEcrcial Extra FoBaturo-c3 Description Dimensions Description Factor Area RCD Description Factor Area 1) Base Area 1. 00 3,154 7) . 00 0 2) Enclosed Porch .60 156 8) .00 0 3) Screen Porch 25 348 9) . 00 0 4) Open Porch .20 188 10) .00 0 5) 6) . 00 0 11) . 00 0 6) .00 0 12) .00 0 CanimEcrcial Extra FoBaturo-c3 Description Dimensions Price Units Value RCD Year 1) .00 0 0 0 0 2) 00 0 0 0 0 3) .00 0 0 0 0 4) .00 0 0 0 0 5) .00 0 0 0 0 6) 00 0 0 0 0 TOTAL RECORD VALUE: 0 Building #37 http: //136.174.187.13/htbin/cgi -scr3 ?plus =l &r- 0 %2E32 &o =1 &a =l &b =1 &c =l &s= 4 &t3 =1... 5/7/2008 l Pinellas County Property Appra ;^Pr Information: 1'7 29 16 03006 000 0201 Page 41 of 69 17 / 2 10 / 03006,/ 000 1 0200 :37 07- May -2008 Jim Smith, CFA Pinellas County Property Appraiser 18:44:09 Commercial Card 37 of 63 Improvement Type: Duplex /Triplex Property Address: 0 Prop Use: 356 Land Use: 74 S�r�ac��ar�� E�saTb�a��s Foundation Continuous Footing Floor System Slab on Grade Exterior Wall Conc Block /Stucco Height Factor 0 Party Wall None Structural Frame None - Roof Frame Gable & Hip Roof Cover Composition Shingle Cabinet & Mill Average Floor Finish Carpet Combination Interior Finish Plaster Furred Total Units 0 Heating & Air Heating &Cooling Pckg Fixtures 18 Bath Tile Half Wall Area Electric Average Description Factor Shape Factor Rectangle 1) Quality. Average 1. 00 Year Built 1,964 Effective Age 25 Other-Depreciation 0 Function Depreciation 0 Economic Depreciation i0 Sulam ArE3as Commercial E trai F�a lures Description Dimensions Description Factor Area RCD Description Factor Area 1) Base Area 1. 00 3A54 7) . 00 0 2) Enclosed Porch .60 78 8) . 00 0 3) Screen Porch .25 336 9) .00 0 4) ,Open Porch .20 188 10) .00 0 5) 6) .00 0 11) .00 0 6) . 00 0 12) 00 0 Commercial E trai F�a lures Description Dimensions Price Units Value RCD Year 1) .00 0 0 0 0 2) 00 0 0 0 0 3) .00 0 0 0 0 4) .00 0 0 0 0 5) .00 0 0 0 0 6) .00 0 0 0 0 TOTAL RECORD VALUE: 0 Building #38 http: / /136.174.187.131htbinlcgi -scr3 ?plus =l &r= 0 %2E32 &o =l &a =1 &b =1 &c =1 &s= 4 &t3 =1... 5/7/2008 Pinellas County Property Appr —qer Information: 17 29 16 03006 000 02M Page 42 of 69 17 / 29 / 10 / 03000 / 000 / 0200 :8 07-May -2008 Jim Smith, CFA Pinellas County Property Appraiser 18:44:10 Commercial Card 38 of 63 Improvement Type; Duplex/Triplex Property Address: 0 Prop Use: 356 Land Use: 74 S�ruc�ur�.1 E��at��a��s Foundation Continuous Footing Floor System Slab on Grade Exterior Wall Cone Block/Stucco Height Factor 0• ,Party Wall Hone Structural Frame Hone Roof Frame Gable & Hip Roof Cover Composition Shingle Cabinet & Mill Average Floor Finish Carpet Combination Interior Finish Plaster Furred Total Units 0 Heating & Air Heating &Cooling Pckg Fixtures 12 Bath Tile Half Wall Area Electric Average Description Factor Shape Factor L Design 1) __Quality Average 1.00 Year Built 1,964 Effective Age 25 Other Depreciation 0 Function Depreciation 0 Economic Depreciation 10 Sub ArE3as Corrun4E:r(—_ial ExTr2l FBatur s Description Dimensions Description Factor Area RCD Description Factor Area 1) Base Area 1.00 2,412 7) .00 0 2) Enclosed Porch .60 156 8) .00 0 3) Screen Porch .25 60 9) .00 0 4) Open Porch .20 113 10) .00 0 5) 6) .00 0 11) .00 0 6) 00 ,0 12) .00 0 Corrun4E:r(—_ial ExTr2l FBatur s Description Dimensions Price Units Value RCD Year 1) .00 0 0 0 0 2) .00 0 0 0 0 3) .00 0 0 0 0 4) .00 0 0 0 0 5) .00 0 0 0 0 6) .00 0 0 0 0 TOTAL RECORD VALUE; 0 7 Building #39 http: / /136.174.187.131htbinlcgi -scr3 ?plus =l &r= 0 %2E32 &o =1 &a =1 &b =1 &c =1 &s= 4 &t3 =1... 5/7/2008 Pinellas County Property Appr - ;--er Information: 17 29 16 03006 000 02 (11) Page 43 of 69 17 1 29 1 10 / 03000 / 000 0200 :39 07- May -2008 Jim Smith, CFA Pinellas County Property Appraiser 18:44:10 Commercial Card 39 of 63 Improvement Type: Duplex /Triplex Property Address: 0 Prop Use: 356 Land Use: 74 S�ructur�.l E1sm�az-ts Foundation Continuous Footing Floor System Slab on Grade Exterior Wall Cone Block /Stucco Height Factor 0 Party ball None -Structural Frame None Roof Frame Gable & Hip Roof Cover Composition Shingle Cabinet & Mill Average Floor Finish Carpet Combination Interior Finish Plaster Furred Total Units 0 Heating & Air Heating &Cooling Pckg Fixtures 12 Bath Tile Half Wall Description Factor Electric Average 1) Shape Factor Rectangle 1. 00 Quality -. Average 7) Year Built 1,964 Effective Age 25 Other Depreciation 0 Function Depreciation 0 Economic Depreciation 10 Sub ArE3as Comnt�rcial Extra F�a�ur�s Description Dimensions Description Factor Area RCD Description Factor Area 1) Base Area 1. 00 2,786 7) . 00 0 2) Open Porch .20 102 8) .00 0 3) 0 .00 0 9) .00 0 4) 0 .00 0 10) .00 0 5) 6) . 00 0 11), .00 0 6) 00 0 12) .00 0 Comnt�rcial Extra F�a�ur�s Description Dimensions Price Units Value RCD Year 1) .00 0 0 0 0 2) . 00 0 0 0 0 3) .00 0 0 0 0 4) .00 0 0 0 0 5) .00 0 0 0 0 6) 00 0 0 0 0 TOTAL RECORD VALUE: 0 Building #40 http: //136.174.187.13/htbin/cgi -scr3 ?plus =l &r= 0 %2E32 &o =1 &a =1 &b =1 &c =1 &s= 4 &t3 =1... 5/7/2008 Pinellas County Property Appr -- -er Information: 17 29 16 03006 000 02111) Page 44 of 69 17 / 29 / 10 / 03000 / 000 / 0200 :40 07- May -2000 Jim Smith, CFA Pinellas County Property Appraiser 10:44:10 Commercial Card 40 of 63 Improvement Type: Duplex /Triplex Property Address: 0 Prop Use: 356 Land Use: 74 S�rtac-l�ar�1 E1�m�a��s Foundation Continuous Footing Floor System Slab on Grade Exterior Wall Conc Block /Stucco Height Factor 0 Party gall None _Structural Frame None Roof Frame Gable & Hip Roof Cover Composition Shingle Cabinet & Mill Average Floor Finish Carpet Combination Interior Finish Plaster Furred Total Units 0 Heating & Air Heating &Cooling Pckg Fixtures 12 Bath Tile Half Wall Area Electric Average Description Factor Shape Factor Rectangle 1) Quality „- ,Average 1.00 Year Built 1,964 Effective Age 25 Other Depreciation 0 Function Depreciation 0 Economic Depreciation 10 Sub Aromas Comm(E:rclal ExTra FBa -lures Description Dimensions Description Factor Area RCD Description Factor Area 1) Base Area 1.00 2,432 7) .00 0 2) Screen Porch .25 910 S) .00 0 3) Open Porch .20 132 9) .00 0 4) 0 .00 0 10) .00 0 5) 6) .00 0 11) .00 0 6) . 00 0 12) .00 0 Comm(E:rclal ExTra FBa -lures Description Dimensions Price Units Value RCD Year 1) .00 0 0 0 0 2) .00 0 0 0 0 3) .00 0 0 0 0 4) 00 0 0 0 0 5) .00 0 0 0 0 6) .00 0 0 0 0 TOTAL RECORD VALUE: 0 Building #41 http:// 136.174.187.13 /htbin/cgi -scr3 ?plus =l &r= 0 %2E32 &o =l &a =l &b =l &c =1 &s= 4 &t3 =1... 5/7/2008 Pinellas County Property Apprr: -er Information: 17 29 16 03006 000 O2fn Page 45 of 69 17 1 29 / 10 1 03000 / 000 / 0200 :41 07- May -2008 Jim Smith, CFA Pinellas County Property Appraiser 18:44:10 Commercial Card 41 of 63 Improvement Type: Duplex /Triplex Property Address: 0 Prop Use: 356 Land Use: 74 S�ruc-ttaraIL E1em4--ai -t s Foundation Continuous Footing Floor System Slab on Grade Exterior Wall Cone Block /Stucco Height Factor 0 Party Wall None Structural Frame-None Roof Frame =Gable & Hip Roof Cover Composition Shingle Cabinet & Mill Average Floor Finish Carpet Combination Interior Finish Plaster Furred Total Units 0 Heating & Air Heating &Cooling Pckg Fixtures 12 Bath Tile Half Wall Area Electric Average Description Factor Shape Factor Rectangle 1) Quality Average _ -- -s 1.00 Year Built 1,964 Effective Age 25 Other Depreciation 0 Function Depreciation 0 Economic Depreciation 10 Sub Area s CommE3rcial Extra Features Description Dimensions Description Factor Area RCD Description Factor Area 1) Base Area 1.00 2,432 7) .00 0 2) Enclosed Porch .60 144 8) .00 0 3) Screen Porch .25 174 9) .00 0 4) Open Porch .20 132 10) .00 0 5) 6) .00 0 11) .00 0 6) .00 0 12) .00 0 CommE3rcial Extra Features Description Dimensions Price Units Value RCD Year 1) .00 0 0 0 0 2) .00 0 0 0 0 3) .00 0 0 0 0 4) .00 0 0 0 0 5) .00 0 0 0 0 6) .00 0 0 0 0 TOTAL RECORD VALUE: 0 Building #42 http: //136.174.187.13/htbin/cgi -scr3 ?plus =l &r= 0 %2E32 &o =1 &a =1 &b =1 &c =1 &s= 4 &t3 =1... 5/7/2008 Pinellas County Property Appr -= -er Information: 17 29 16 03006 000 0201) Page 46 of 69 17 / 29 / 10 / 03000 / 000 / 0200 :42 07 -May -2008 Jim Smith, CFA Pinellas County Property Appraiser 18:44:11 Commercial Card 42 of 63 Improvement Type: Duplex /Triplex Property Address: 0 Prop Use: 356 Land Use: 74 Structural E1.emex�-ts Foundation Continuous Footing Floor System Slab on Grade Exterior Wall Conc Block /Stucco Height Factor 0 Party Wall Hone Structural Frame Hone Roof Frame Gable & Hip Roof Cover Composition Shingle Cabinet & Mill Average Floor Finish Carpet Combination Interior Finish Plaster Furred Total Units 0 Heating & Air Heating &Cooling Pckg Fixtures 12 Bath Tile Half Wall Area Electric Average Description Factor Shape Factor L Design 1) Quality Average -_ Year Built 1,964 Effective Age 25 Other Depreciation 0 Function Depreciation 0 Economic Depreciation i0 Sub Arras CommiBrcial Extra Fa -turns Description Dimensions Description Factor Area RCD Description Factor Area 1) Base Area 1.00 2,490 7) .00 0 2) Screen Porch .25 138 8) .00 0 3) Open Porch .20 113 9) .00 0 4) 0 . 00 0 10) , 00 0 5) 6) .00 0 11) .00 0 6) .00 0 12) . 00 0 CommiBrcial Extra Fa -turns Description Dimensions Price Units Value RCD Year 1) .00 0 0 0 0 2) 00 0 0 0 0 3) .00 0 0 0 0 4) .00 0 0 0 0 5) .00 0 0 0 0 6) 00 0 0 0 0 TOTAL RECORD VALUE: 0 Building #43 http: / /136.174.187.13/htbin/cgi -scr3 ?plus =l &r= 0 %2E32 &o =1 &a =1 &b =1 &c =1 &s= 4 &t3 =1... 5/7/2008 Pinellas County Property Appr -- -er Information: 17 29 16 03006 000 02(11) Page 47 of 69 17 / 29 / 16 / 03006 / 040 / 0200 :43 07- May -2008 Jim Smith, CFA Pinellas County Property Appraiser 18:44:11 Commercial Card 43 of 63 Improvement Type: Duplex /Triplex Property Address: 0 Prop Use: 356 Land Use: 74 S�ru.ctural E1saTx�r�-ts Foundation Continuous Footing Floor System Slab on Grade Exterior Wall Conc Block/Stucco Height Factor 0 Party Wall Hone Structural Frame Hone Roof Frame Gable & Hip Roof Cover Composition Shingle Cabinet & Mill Average Floor Finish Carpet Combination Interior Finish Plaster Furred Total Units 0 Heating & Air Heating &Cooling Pckg Fixtures 12 Bath Tile Half Wall Area Electric Average Description Factor Shape Factor Rectangle 1) Quality- Average- i. 00 Year Built 1.964 Effective Age 25 Other Depreciation 0 Function Depreciation 0 Economic Depreciation i0 Sub ArE3as ComrmiB rciaIL Extra FeaTvir4B s Description Dimensions Description Factor Area RCD Description Factor Area 1) Base Area i. 00 2.3t8 7) . 00 0 2) Enclosed Porch .60 78 8) .00 0 3) Screen Porch . 25 ,134 9) .00 0 4) Open Porch .20 76 10) .00 0 5) 6) .00 0 11) .00 0 6) .00 0 12) .00 0 ComrmiB rciaIL Extra FeaTvir4B s Description Dimensions Price Units Value RCD Year 1) .00 0 0 0 0 2) .00 0 0 0 0 3) .00 0 0 0 0 4) 00 0 0 0 0 5) .00 0• 0 0 0 6) .00 0 0 0 0 TOTAL RECORD VALUE: 0 Building #44 http:// 136.174.187.13 /htbin/cgi -scr3 ?plus =l &r= 0 %2E32 &o =1 &a =1 &b =1 &c =1 &s= 4 &t3 =1... 5/7/2008 Pinellas County Property Appr -- -er Information: 17 29 16 03006 000 0201) Page 48 of 69 17 / 29 / 10 / 03000 / 000 / 0200 :44 07- May -2000 Jim Smith, CFA Pinellas County Property Appraiser 18:44:12 Commercial Card 44 of 63 Improvement Type: Duplex/Triplex Property Address: 0 Prop Use: 356 Land Use: 74 Struc-tur�1 E1sm�a��s Foundation Continuous Footing Floor System Slab on Grade Exterior Wall Conc Block /Stucco Height Factor 0 Party Wall Hone StructuraI,FFrame None Roof Frame Gable & Hip Roof Cover Composition Shingle Cabinet & Mill Average Floor Finish Carpet Combination Interior Finish Plaster Furred Total Units 0 Heating & Air Heating &Cooling Pckg Fixtures 18 Bath Tile Half Wall Area Electric Average Description Factor Shape Factor Rectangle 1) Quality - Average-, i. 00 Year Built -1,964 Effective Age 25 Other Depreciation 0 Function Depreciation 0 Economic Depreciation i0 dub Aromas Corrun�rcial Extra F�atur�s Description Dimensions Description Factor Area RCD Description Factor Area 1) Base Area i. 00 3,646 7) . 00 0 2) Open Porch .20 200 8) .00 0 3) 0 .00 0 9) .00 0 4) 0 .00 0 10) .00 0 5) 6) .00 0 11) .00 0 6) .00 0 12) .00 0 Corrun�rcial Extra F�atur�s Description Dimensions Price Units Value RCD Year 1) .00 0 0 0 0 2) .00 0 0 0 0 3) .00 0 0 0 0 4) .00 0 0 0 0 5) .00 0 0 0 0 6) .00 0 0 0 0 TOTAL RECORD VALUE: 0 Building #45 http: //l 36.174.187.13/htbin/cgi -scr3 ?plus =l &r= 0 %2E32 &o =1 &a =1 &b =1 &c =1 &s= 4 &t3 =1... 5/7/2008 Pinellas County Property Appr - -*,er Information: 17 29 16 03006 000 020 1 Page 49 of 69 17 / 29 / 10 / 03000 / 004 / 0200 :45 07- May -2008 Jim Smith, CFA Pinellas County Property Appraiser 18:44:12 Commercial Card 45 of 63 Improvement Type: Duplex /Triplex Property Address: 0 Prop Use: 356 Land Use: 74 S�r�ac-t�ar�1 E1�ari�r��s Foundation Continuous Footing Floor System Slab on Grade Exterior Wall Conc Block /Stucco Height Factor 0 Party Wall Hone Structural Frame Hone- Gable & Hip Roof Cover Composition Shingle Cabinet & Mill Average Floor Finish Carpet Combination Interior Finish Plastered Direct Total Units 0 Heating & Air Heating &Cooling Pckg Fixtures 18 Bath Tile Half Wall Area Electric Average Description Factor Shape Factor Rectangle 1) Quality Average 1.00 Year Built 1,364 Effective Age 25 Other Depreciation 0 Function Depreciation 0 Economic Depreciation i0 Sub ArE3as CornmE3r4-- iaIL Extra FE3aturE3 s Description Dimensions Description Factor Area RCD Description Factor Area 1) Base Area 1.00 3,316 7) .00 0 2) Enclosed Porch .60 78 8) .00 0 3) Screen Porch .25 264 9) .00 0 4) Open Porch .20 193 10) .00 0 5) 6) .00 0 11) .00 0 6) .00 0 12) .00 0 CornmE3r4-- iaIL Extra FE3aturE3 s Description Dimensions Price Units Value RCD Year 1) .00 0 0 0 0 2) .00 0 0 0 0 3) .00 0 0 0 0 4) .00 0 0 0 0 5) .00 0 0 0 0 6) 00 0 0 0 0 TOTAL RECORD VALUE: 0 Building #46 http: // 136.174.187.13 /htbin/cgi -scr3 ?plus =l &r= 0 %2E32 &o =1 &a =1 &b =1 &c =1 &s= 4 &t3 =1... 5/7/2008 Pinellas County Property Apprp-*-Pr Information: 17 29 16 03006 000 02 ()n Page 50 of 69 17 / 29 / 16 / 03006 / 000 / 0200 :46 07- May -2008 Jim Smith, CFA Pinellas County Property Appraiser 18:44:12 Commercial Card 46 of 63 Improvement Type: Duplex /Triplex Property Address: 0 Prop Use: 356 Land Use: 74 Foundation Continuous Footing Floor System Slab on Grade Exterior ball Conc Block /Stucco Height Factor 0 Party Wall None Structural Frame None Roof Frame Gable & Hip Roof Cover Composition Shingle Cabinet & Mill Average Floor Finish Carpet Combination Interior Finish Plaster Furred .Total Units 0 1 Heating & Air Wall /Floor Furnace Fixtures 18 Bath Tile Half Wall Area Electric Average Description Factor Shape Factor Rectangle 1) Quality Average 1.00 Year Built 1,964 Effective Age 25 Other Depreciation 0 Function Depreciation 0 Economic Depreciation i0 Sub Aromas omrnai'ci2i1 Ex -tra F�aturs Description Dimensions Description Factor Area RCD Description Factor Area 1) Base Area 1.00 3,322 7) .00 0 2) Enclosed Porch .60 162 8) .00 0 3) Screen Porch .25 174 9) .00 0 4) Open Porch .20 188 10) .00 0 5) 6) .00 0 11) .00 0 6) .00 0 12) .00 0 omrnai'ci2i1 Ex -tra F�aturs Description Dimensions Price Units Value RCD Year 1) .00 0 0 0 0 2) .00 0 0 0 0 3) .00 0 0 0 0 4) .00 0 0 0 0 5) .00 0 0 0 0 6) .00 0 0 0 0 TOTAL RECORD VALUE: 0 Building #47 http: // 136.174.187.13 /htbin/cgi -scr3 ?plus =l &r= 0 %2E32 &o =1 &a =1 &b =1 &c =1 &s= 4 &t3 =1... 5/7/2008 Pinellas County Property Appr - Pr Information: 17 29 16 03006 000 020n Page 51 of 69 17 / 29 / 10 / 03000 / 000 / 0200 :47 07- May -2008 Jim Smith, CFA Pinellas County Property Appraiser 18:44:13 Commercial Card 47 of 63 Improvement Type: Duplex /Triplex Property Address: 0 Prop Use: 356 Land Use: 74 St��a.�t�a>r'a� E1sm�a�ts Foundation Continuous Footing Heating & Air Wall /Floor Furnace Floor System Slab on Grade Fixtures 12 Exterior Wall Cone Block/Stucco Bath Tile Half Wall 7) Height Factor 0 Electric Average Screen Porch Party Wall None Shape Factor L Design .00 Structural Frame None Quality Average .20 Roof Frame Gable 8c Hip Year Built 1,964 Roof Cover Composition Shingle Effective Age 25 Cabinet & Mill Average Other Depreciation 10 Floor Finish Carpet Combination Function Depreciation 0 Interior Finish Plaster Furred Economic Depreciation 10 Total Units 0 12) 00 Sub Areas Commercial Extra F(--atur4B s Description Dimensions Description Factor Area RCD Description Factor Area 1) Base Area 1. 00 2,387 7) . 00 0 2) Screen Porch .25 234 8) .00 0 3) Open Porch .20 118 9) .00 0 4) 0 .00 0 10) .00 0 5) 6) .00 0 11) .00 0 6) .00 0 12) 00 0 Commercial Extra F(--atur4B s Description Dimensions Price Units Value RCD Year 1) .00 0 0 0 0 2) .00 0 0 0 0 3) . 00 0 0 0 0 4) .00 0 0 0 0 5) .00 0 0 0 0 6) .00 0 0 0 0 TOTAL RECORD VALUE: 0 Building #48 http: / /136.174.187.13 /htbin/cgi -scr3 ?plus =l &r= 0 %2E32 &o =1 &a =1 &b= 1. &c =1 &s= 4 &t3 =1... 5/7/2008 Pinellas County Property Appr -iser Information: 17 29 16 03006 000 02f)O Page 52 of 69 17 / 29 / 10 / 03000 / 000 / 0200 :4 07- May -2008 Jim Smith, CFA Pinellas County Property Appraiser 18:44:13 Commercial Card 48 of 63 Improvement Type: Duplex /Triplex Property Address: 0 Prop Use: 356 Land Use: 74 r Foundation Continuous Footing Floor System Slab on Grade Exterior Wall Conc Block/Stucco Height Factor 0 Party Wall Hone Stri,ctural Frame-None 1.964 Poor Frame Gable & Hip Roof Cover Composition Shingle Cabinet & Mill Average Floor Finish Carpet Combination Interior Finish Plaster Furred Total Units 0 Heating & Air Wall/Floor Furnace Fixtures 12 Bath Tile Half Wall Area Electric Average Factor Shape Factor Rectangle 1) Quality Average 1. 00 Ye ar - B u i-i t 1.964 Effective Age 25 Other Depreciation 0 Function Depreciation 0 Economic Depreciation 10 Sub Aromas GornmE3rcial E3ctra F a turBs Description Dimensions Description Factor Area Description Factor Area 1) Base Area 1. 00 2,262 7) . 00 0 2) Enclosed Porch .60 78 8) .00 0 3) Screen Porch .25 190 9) .00 0 4) Open Porch .20 100 10) .00 0 5) 6) .00 0 11) .00 0 6) .00 0 12) .00 0 GornmE3rcial E3ctra F a turBs Description Dimensions Price Units Value RCD Year 1) .00 0 0 0 0 2) .00 0 0 0 0 3) .00 0 0 0 0 4) .00 0 0 0 0 5) .00 0 0 0 0 6) .00 0 0 0 0 TOTAL RECORD VALUE: 0 Building #49 http: / /136.174.187.13 /htbin/cgi -scr3 ?plus =l &r= 0 %2E32 &o =1 &a =l &b =1 &c =1 &s= 4 &t3 =1... 5/7/2008 Pinellas County Property Appra,ger Information: 17 29 16 03006 000 020() Page 53 of 69 17 / 29 / 10 / 03000 / 004 / 0200 :49 07- May -2008 Jim Smith, CFA Pinellas County Property Appraiser 18:44:13 Commercial Card 49 of 63 Improvement Type: Duplex /Triplex Property Address: 0 Prop Use: 356 Land Use: 74 Foundation Continuous Footing Floor System Slab on Grade Exterior Wall Conc Block /Stucco Height Factor 0 Party Wall None Structural Frame, None- - Roof Frame Gable & Hip Roof Cover Composition Shingle Cabinet & Mill Average Floor Finish Carpet Combination Interior Finish Plaster Furred Total Units 0 Heating & Air Wall /Floor Furnace Fixtures 12 Bath Tile Half Wall Area Electric Average Description Factor Shape Factor L Design 1) Quality Average i. 00 Year Built 1,964 Effective Age 25 Other Depreciation 0 Function Depreciation 0 Economic Depreciation i0 Sub Arras Description Dimensions Description Factor Area RCD Description Factor Area 1) Base Area i. 00 2,394 7) . 00 0 2) Enclosed Porch .60 156 8) .00 0 3) Screen Porch .25 78 9) .00 0 4) Open Porch .20 113 10) .00 0 5) 6) .00 0 11) .00 0 6) .00 0 12) .00 0 Description Dimensions Price Units Value RCD Year 1) .00 0 0 0 0 2) .00 0 0 0 0 3) .00 0 0 0 0 4) .00 0 0 0 0 5) .00 0 0 0 0 6) .00 0 0 0 0 TOTAL RECORD VALUE: 0 Building #50 http: / /136.174.187.13 /htbin/cgi -scr3 ?plus =l &r= 0 %2E32 &o =1 &a =1 &b =1 &c =1 &s= 4 &t3 =1... 5/7/2008 Pinellas County Property Apprpker Information: 17 29 16 03006 000 0200 Page 54 of 69 17 / 29 / 10 / 03000 / 000 / 0200 :50 07- May -2008 Jim Smith, CFA Pinellas County Property Appraiser 18:44:14 Commercial Card 50 of 63 Improvement Type: Duplex /Triplex Property Address: 0 Prop Use: 356 Land Use: 74 S�ruc��ar�a1 E1�rt��r�ts Foundation Continuous Footing Floor System Slab on Grade Exterior Wall Conc Block/Stucco Height Factor 0 Party Wall None Structural Frame None Roof Frame Frame Gable &-Hip Roof Cover Composition Shingle Cabinet & Mill Average Floor Finish Carpet Combination Interior Finish Plaster Furred Total Units 0 Heating & Air Heating &Cooling Pckg Fixtures 12 Bath Tile Half Wall Area Electric Average Description Factor Shape Factor L Design 1) Quality Average 1.00 Year Built 1,964 Effective Age 25 Other Depreciation 0 Function Depreciation 0 Economic Depreciation 10 Sub . ArE3as {CornmE3r4--ial ExTra FE3aturE�!s Description Dimensions Description Factor Area RCD Description Factor Area 1) Base Area 1.00 2,472 7) .00 0 2) Enclosed Porch .60 756 8) .00 0 3) Open Porch .20 113 9) .00 0 4) 0 . 00 0 10) .00 0 5) 6) . 00 0 11) .00 0 6) .00 0 12) .00 0 {CornmE3r4--ial ExTra FE3aturE�!s Description Dimensions Price Units Value RCD Year 1) .00 0 0 0 0 2) .00 0 0 0 0 3) .00 0 0 0 0 4) 00 0 0 0 0 5) .00 0 0 0 0 6) .00 0 0 0 0 TOTAL RECORD VALUE: 0 Building #51 http: // l 36.174.187.13 /htbin/cgi -scr3 ?plus =l &r= 0 %2E32 &o =1 &a =1 &b =1 &c =1 &s= 4 &t3 =1... 5/7/2008 Pinellas County Property Appr -: -er Information: 17 29 16 03006 000 02011 Page 55 of 69 17 / 29 / 10 / 03000 / 000 / 0200 :51 07- May -2008 Jim Smith, CFA Pinellas County Property Appraiser 18:44:14 Commercial Card 51 of 63 Improvement Type: Duplex /Triplex Property Address: 0 Prop Use: 356 Land Use: 74 S-tru4-- 1--11 raIL EIL E3mE3 ids Foundation Continuous Footing Floor System Slab on Grade Exterior Wall Conc Block /Stucco Height Factor 0 Party Wall None Structural Frame None _ Roof Frame Gable & Hip Roof Cover Composition Shingle Cabinet & Mill Average Floor Finish Carpet Combination Interior Finish Plaster Furred Total Units 0 Heating & Air Heating &Cooling Pckg Fixtures 18 Bath Tile Half Wall Area Electric Average Description Factor Shape Factor Rectangle 1) - Quality Average 1. 00 Year Built 1,964 Effective Age 25 Other Depreciation 0 Function Depreciation 0 Economic Depreciation 10 Sub Aromas CaiTtmercial Extra Features Description Dimensions Description Factor Area RCD Description Factor Area 1) Base Area 1. 00 3,580 7) . 00 0 2) Enclosed Porch .60 78 8) .00 0 3) Open Porch .20 188 9) .00 0 4) 0 .00� 0 10) .00 0 5) 6) .00 0 11) .00 0 6) 00 0 12) .00 0 CaiTtmercial Extra Features Description Dimensions Price Units Value RCD Year 1) .00 0 0 0 0 2) .00 0 0 0 0 3) .00 0 0 0 0 4) .00 0 0 0 0 5) .00 0 0 0 0 6) .00 0 0 0 0 TOTAL RECORD VALUE: 0 Building #52 http://136.174.187.13 /htbin/cgi -scr3 ?plus =l &r= 0 %2E32 &o =1 &a =1 &b =1 &c =1 &s= 4 &t3 =1... 5/7/2008 Pinellas County Property Appr -=per Information: 17 29 16 03006 000 02f111 Page 56 of 69 17 / 29 110 / 03000 1 000 / 0200 :52 07- May -2008 Jim Smith, CFA Pinellas County Property Appraiser 18:44:15 Commercial Card 52 of 63 Improvement Type: Duplex /Triplex Property Address: 0 Prop Use: 356 Land Use: 74 Str�act�aral EJLE3mE3a-vts Foundation Continuous Footing Floor System Slab on Grade Exterior Wall Conc Block /Stucco Height Factor 0 Party Wall None -Structural Frame None 'Roof Frame Gable & Hip Roof Cover Composition Shingle Cabinet & Mill Average Floor Finish Carpet Combination Interior Finish Plaster Furred Total Units 0 Heating & Air Wall /Floor Furnace Fixtures 12 Bath Tile Half Wall Area Electric Average Description Factor Shape Factor L Design 1) Quality Average - i. 00 Year Built 1,964 Effective Age 25 Other Depreciation 0 Function Depreciation 0 Economic Depreciation 10 Stib ArE3as CommE3 rcial Extra Fea -turE3 s Description Dimensions Description Factor Area RCD Description Factor Area 1) Base Area i. 00 2,678 7) . 00 0 2) Enclosed Porch .60 72 8) .00 0 3) Open Porch .20 132 9) .00 0 4) 0 .00 0 10) .00 0 5) 6) .00 0 11) .00 0 6) 00 0 12) 00 0 CommE3 rcial Extra Fea -turE3 s Description Dimensions Price Units Value RCD Year 1) .00 0 0 0 0 2) .00 0 0 0 0 3) .00 0 0 0 0 4) .00 0 0 0 0 5) .00 0 0 0 0 6) .00 0 0 0 0 TOTAL RECORD VALUE: 0 Building #53 http: / /136.174.187.131htbinlegi -scr3 ?plus =l &r= 0 %2E32 &o =1 &a =1 &b =1 &c =1 &s= 4 &t3 =1... 5/7/2008 Pinellas County Property Appr -= -er Information: 17 29 16 03006 000 0201) Page 57 of 69 17 / 2 / 10 / 03000 / 000 / 0200 :5 07- May -2008 Jim Smith, CFA Pinellas County Property Appraiser 18:44:14 Commercial Card 53 of 63 Improvement Type; Duplex /Triplex Property Address; 0 Prop Use: 356 Land Use: 74 S�r�ao��ra� F��art�a��S Foundation Continuous Footing Floor System Slab on Grade Exterior Wall Cone Block /Stucco Height Factor 0 Party Wall None Structural Frame None Roof Frame Gable & Hip Roof Cover Composition Shingle Cabinet & Mill Average Floor Finish Carpet Combination Interior Finish Plaster Furred Total Units 0 Heating & Air Wall /Floor Furnace Fixtures 12 Bath Tile Half Wall Area Electric Average Description Factor Shape Factor L Design 1) Quality . -, ..-- Average 1.00 Year Built 1,964 Effective Age 25 Other Depreciation 0 Function Depreciation 0 Economic Depreciation 10 Sulam ArE3as ComrrlorclaIL Extra Fs zaT vir4as Description Dimensions Description Factor Area RCD Description Factor Area 1) Base Area 1.00 2,412 7) . 00 0 2) Enclosed Porch .60 156 8) .00 0 3) Screen Porch .25 60 9) .00 0 4) Open Porch .20 113 10) .00 01 5) 6) .00 0 11) .00 0 6) .00 0 12) .00 0 ComrrlorclaIL Extra Fs zaT vir4as Description Dimensions Price Units Value RCD Year 1) .00 0 0 0 0 2) .00 0 0 0 0 3) .00 0 0' 0 0 4) .00 0 0 0 0 5) .00 0 0 0 0 6) .00 0 0 0 0 TOTAL RECORD VALUE; 0 Building #54 http: //136.174.187.13/htbin/cgi -scr3 ?plus =l &r= 0 %2E32 &o =1 &a =1 &b =1 &c =l &s= 4 &t3 =1... 5/7/2008 Pinellas County Property Appr* -er Information: 17 29 16 03006 000 0201) Page 58 of 69 17 / 29 1 10 / 03000 / 000 1 0200 :54 07- May -2008 Jim Smith, CFA' Pinellas County Property Appraiser 18:44:15 Commercial Card 54 of 63 Improvement Type: Duplex /Triplex Property Address: 0 Prop Use: 356 Land Use: 74 Str�act�a.r�1 E1�rrr�a�ts Foundation Continuous Footing Floor System Slab on Grade Exterior Wall Cone Block /Stucco Height Factor 0 Party Wall Hone Structural Frame- -Hone Roof Frame Gable & Hip Roof Cover Composition Shingle Cabinet & Mill Average Floor Finish Carpet Combination Interior Finish Plaster Furred Total Units 0 Heating & Air Wall /Floor Furnace Fixtures 12 Bath Tile Half Wall Area Electric Average Description Factor Shape Factor Rectangle 1) Quality Average. 1.00 Year Built 1,964 Effective Age 25 Other Depreciation 0 Function Depreciation 0 Economic Depreciation i0 Sub Ar4Bas Commercial Extra FE3aturqBs Description Dimensions Description Factor Area RCD Description Factor Area 1) Base Area 1.00 2,620 7) .00 0 2) Enclosed Porch .60 72 8) .00 0 3) Open 'Parch . 20 88 9) . 00 0 4) 0 .00 0 10) .00 0 5) 6) .00 0 11) .00 0 6) .00 0 12) 00 0 Commercial Extra FE3aturqBs Description Dimensions Price Units Value RCD Year 1) .00 0 0 0 0 2) .00 0 0 0 0 3) .00 0 0 0 0 4) .00 0 0 0 0 5) - .00 0 0 0 0 6) 00 0 0 0 0 TOTAL RECORD VALUE: 0 Building #55 http: //l 36.174.187.13/htbin/cgi -scr3 ?plus =l &r= 0 %2E32 &o =1 &a =1 &b =l &c =1 &s= 4 &t3 =1... 5/7/2008 Pinellas County Property Appr --*-er Information: 17 29 16 03006 000 021"1 Page 59 of 69 17 1 29 1 10 / 03000 I 000 1 0200 :55 07- May -2008 Jim Smith, CFA Pinellas County Property Appraiser 18:44:15 Commercial Card 55 of 63 Improvement Type: Duplex /Triplex Property Address: 0 Prop Use: 356 Land Use: 74 SIL vir.-a1 E14Bm4B ai -t s Foundation Continuous Footing Floor System Slab on Grade Exterior Wall Conc Block /Stucco Height Factor 0 Party Wall Hone Structural Frame Hone Roof Frame Gable & Hip Roof Cover Composition Shingle Cabinet & Mill Average Floor Finish Carpet Combination Interior Finish Plaster Furred Total Units 0 Heating & Air Wall /Floor Furnace Fixtures 18 Bath Tile Half Wall Area Electric Average Description Factor Shape Factor Rectangle 1) Quality __ Average 1. 00 Year Built 1,964 Effective Age 25 Other Depreciation 0 Function Depreciation 0 Economic Depreciation i0 Sub Ara.-as CommE3r(--ial Exrtra F�a�urs Description Dimensions Description Factor Area RCD Description Factor Area 1) Base Area 1. 00 3,154 7) . 00 0 2) Enclosed Porch .60 78 8) .00 0 3) Screen Porch .25 426 9) .00 0 4) Open Porch .20 188 10) .00 0 5) 6) .00 0 11) .00 0 6) .00 0 12) .00 0 CommE3r(--ial Exrtra F�a�urs Description Dimensions Price Units Value RCD Year 1) .00 0 0 0 0 2) .00 0 0 0 0 3) .00 0 0 0 0 4) .00 0 0 0 0 5) .00 0 0 0 0 6) .00 0 0 0 0 TOTAL RECORD VALUE: 0 Building #56 http: / /136.174.187.131htbinlegi -scr3 ?plus =l &r= 0 %2E32 &o =1 &a =1 &b =1 &c =1 &s= 4 &t3 =1... 5/7/2008 Pinellas County Property Appr -= -er Information: 17 29 16 03006 000 020fl Page 60 of 69 17 1 29 I 10 1 03000 / 000 1 0200 :55 07- May -2008 Jim Smith, CFA Pinellas County Property Appraiser 18:44:16 Commercial Card 56 of 63 Improvement Type; Duplex /Triplex Property Address; 0 Prop Use: 356 Land Use: 74 Str�act�aral E��ard�a�ts Foundation Continuous Footing Floor System Slab on Grade Exterior gall Conc Block /Stucco Height Factor 0 Party Wall Hone == -S-tructural Frame Hone Roof Frame Gable & Hip Roof Cover Composition Shingle Cabinet & Mill Average Floor Finish Carpet Combination Interior Finish Plaster Furred Total Units 0 Heating & Air Wall /Floor Furnace Fixtures 18 Bath Tile Half Wall Area Electric Average Description Factor Shape Factor Rectangle 1) Quality_ -, , -.- Average 1. 00 Year Built' 1,964 Effective Age 25 Other Depreciation 0 Function Depreciation 0 Economic Depreciation 10 Sub Aromas Corrun(�3r(--ial Extra Features Description Dimensions Description Factor Area RCD Description Factor Area 1) Base Area 1. 00 3,154 7) . 00 0 2) Enclosed Porch .60 72 8) .00 0 3) Screen Porch .25 432 9) .00 0 4) Open Porch .20 188 10) .00 0 5) 6) .00 0 11) .00 0 6) .00 0 12) .00 0 Corrun(�3r(--ial Extra Features Description Dimensions Price Units Value RCD Year 1) .00 0 0 0 0 2) .00 0 0 0 0 3) .00 0 0 0 0 4) .00 0 0 0 0 5) .00 0 0 0 0 6) .00 0 0 0 0 TOTAL RECORD VALUE; 0 Building #57 http: / /136.174.187.131htbinlcgi -scr3 ?plus =l &r= 0 %2E32 &o =1 &a =1 &b =1 &c =1 &s= 4 &t3 =1... 5/7/2008 Pinellas County Property Appr -' -er Information: 17 29 16 03006 000 02 "1 Page 61 of 69 17 1 29 / 10 / 03000 / 000 / 0200 :5 07- May -2008 Jim Smith, CFA Pinellas County Property Appraiser 18:44:16 Commercial Card 57 of 63 Improvement Type: Duplex /Triplex Property Address: 0 Prop Use: 356 Land Use: 74 ,Foundation Continuous Footing Floor System Slab on Grade Exterior Wall Conc Block /Stucco Height Factor 0 Party Wall I Hone Structural -Frame Hone Roof Frame liable & Hip Roof Cover Composition Shingle Cabinet & Mill Average Floor Finish Carpet Combination Interior Finish Plaster Furred Total Units 0 - Heating & Air Heating &Cooling Pckg Fixtures 12 Bath Tile Half Wall Area Electric Average Description Factor Shape Factor Rectangle 1) Quality Average 1. 00 Year Built 1,964 Effective Age 25 Other Depreciation 0 Function Depreciation 0 Economic Depreciation i0 Sub Aromas 'Coinm�rciail E�c�ra F�a-tur�s Description Dimensions Description Factor Area RCD Description Factor Area 1) Base Area 1. 00 2,786 7) . 00 0 2) Open Porch .20 102 8) .00 0 3) 0 .00 0 9) .00 0 4) 0 .00 0 10) .00 0 5) 6) .00 0 11) .00 0 6) .00 0 12) .00 0 'Coinm�rciail E�c�ra F�a-tur�s Description Dimensions Price Units Value RCD Year 1) .00 0 0 0 0 2) .00 0 0 0 0 3) .00 0 0 0 0 4) .00 0 0 0 0 5) .00 0 0 0 0 6) -00 '0 0 0 0 TOTAL RECORD VALUE: 0 Building #58 http: //136.174.187.13 /htbin /cgi -scr3 ?plus =l &r= 0%2E32 &o =1 &a =1 &b =1 &c =1 &s= 4 &t3 =1... 5/7/2008 Pinellas County Property Appr -' -er Information: 17 29 16 03006 000 021" Page 62 of 69 17 / 29 / 16 / 0 006 / 000 / 0200 :58 07- May -2008 Jim Smith, CFA Pinellas County Property Appraiser 18:44:16 Commercial Card 58 of 63 Improvement Type: Duplex /Triplex Property Address: 0 Prop Use: 356 Land Use: 74 S�r�ac #�ar�1 E1�ard�a��s Sulam Aromas Description Factor Area Foundation Continuous Footing Heating & Air Heating &Cooling Pckg Floor System Slab on Grade Fixtures 12 Exterior Wall Cone Block /Stucco Bath Tile Half Wall Enclosed Porch Height Factor 0 Electric Average .00 Party Wall None Shape Factor Rectangle .25 Structural Frame-None 9) Quality Average 0 Roof Frame Gable & Hip Year Built '1 -,964 Roof Cover Composition Shingle Effective Age 25 Cabinet & Mill Average Other Depreciation 0 Floor Finish Carpet Combination Function Depreciation 0 Interior Finish Plaster Furred Economic Depreciation 10 Total Units 0 Sulam Aromas Cc3nimo- -rcial E:>c-tra F aturss Description Dimensions Description Factor Area RCD Description Factor Area 1) Base Area 1.00 2,432 7) .00 0 2) Enclosed Porch .60 144 8) .00 0 3) Screen Porch .25 174 9) .00 0 4) Open Porch .20 132 10) .00 0 5) 6) .00 0 11) .00 0 6), 00 0 12) .00 0 Cc3nimo- -rcial E:>c-tra F aturss Description Dimensions Price Units Value RCD Year 1) 00 0 0 0 0 2) .00 0 0 0 0 3) .00 0 0 0 0 4) .00 0 0 0 0 5) .00 0 0 0 0 6) 00 0 0 0 0 TOTAL RECORD-VALUE: 0 Building #59 FA http: / /136.174.187.131htbinlcgi -scr3 ?plus =l &r= 0 %2E32 &o =1 &a =l &b =1 &c =1 &s= 4 &t3 =1... 5/7/2008 Pinellas County Property Apprr`er Information: 17 29 16 03006 000 02'" Page 63 of 69 17 / 29 / 10 / 03000 / 000 / 0200 :59 07- May -2008 Jim Smith, CFA Pinellas County Property Appraiser 18:44:17 Commercial Card 59 of 63 Improvement Type: Duplex/Triplex Property Address: 0 Prop Use: 356 Land Use: 74 S�r�a.c- t�aral E'1�aTe.�a�. #s Foundation Continuous Footing Floor System Slab on Grade Exterior Wall Cone Block/Stucco Height Factor 0 Party Wall None Structural Frame None Roof Frame Gable & Hip, Roof Cover Composition Shingle Cabinet & Mill Average Floor Finish Carpet Combination Interior Finish Plaster Furred Total Units 0 Heating & Air Wall /Floor Furnace Fixtures 18 Bath Tile Half Wall Description Factor Electric Average 1) Shape Factor Rectangle 1.00 Quality Average 7) Year Built 1,964 Effective Age 25 Other Depreciation 0 Function Depreciation 0 Economic Depreciation 10 Sub Aromas CornmE3rcial Extra F atur s Description Dimensions Description Factor Area RCD Description Factor Area 1) Base Area 1.00 3,154 7) . 00 0 2) Enclosed Porch .60 246 8) .00 0 3) Screen Porch .25 258 9) .00 0 4) Open Porch . 20 188 10) .00 0 5) 6) 00 0 11) .00 0 6) : 00 0 12) .00 0 CornmE3rcial Extra F atur s Description Dimensions Price Units Value RCD Year 1) .00 0 0 0 0 2) .00 0 0 0 0 3) .00 0 0 0 0 4) .00 0 0 0 0 5) .00 0 0 0 0 6) .00 0 0 0 0 TOTAL RECORD VALUE: 0 Building #60 http: //136.174.187.13/htbin/cgi -scr3 ?plus =l &r= 0 %2E32 &o =1 &a =1 &b =1 &c =1 &s= 4 &t3 =1... 5/7/2008 Pinellas County Property Appr -' -er Information: 17 29 16 03006 000 02 "1 Page 64 of 69 17 I 29 I 10 / 03000 / 000 1 0200 :00 07- May -2008 Jim Smith, CFA Pinellas County Property Appraiser 18:44:17 Commercial Card 60 of 63 Improvement Type: Duplex /Triplex Property Address: 0 Prop Use: 356 Land Use: 74 Strtactural E1�ata�a�tS Foundation Continuous Footing Heating & Air Heating &Cooling Pckg Floor System Slab on Grade Fixtures 18 Exterior Wall Cone Block /Stucco Bath Tile Half Wall 7) Height Factor 0 Electric Average Screen Porch Party Wall None Shape Factor Rectangle .00 Structural Frame None n Quality Average .20 Roof Frame Gable & Hip Year Built 1,964 Roof Cover Built Up /Wood Effective Age 25 Cabinet & Mill Average Other Depreciation 0 Floor Finish Carpet Combination Function Depreciation 0 Interior Finish Plaster Furred Economic Depreciation 10 Total Units 0 12) .00 Sub Ar a S CommE3rc1a1 Extra Featur S Description Dimensions Description Factor Area RCD Description Factor Area 1) Base Area 1. 00 2,704 7) . 00 0 2) Screen Porch .25 234 8) .00 0 3) Open Porch .20 110 9) .00 0 4) 0 .00 0 10) .00 0 5) 6) .00 0 11) .00 0 6) .00 0 12) .00 0 CommE3rc1a1 Extra Featur S Description Dimensions Price Units Value RCD Year 1) .00 0 0 0 0 2) 00 0 0 0 0 3) 00 0 0 0 0 4) .00 0 0 0 0 5) .00 0 0 0 0 6) .00 0 0 0 0 TOTAL RECORD VALUE: 0 Building #61 http: / /136.174.187.13 /htbin/cgi -scr3 ?plus =l &r= 0 %2E32 &o =1 &a =1 &b =1 &c =1 &s= 4 &t3 =1... 5/7/2008 Pinellas County Property Appr -* -er Information: 17 29 16 03006 000 02 " 17 / 2 / 10 / 03000 / 000 / Page 65 of 69 0200 :01 07- May -2008 Jim Smith, CFA Pinellas County Property Appraiser 18:44:17 Commercial Card 61 of 63 Improvement Type: Duplex/Triplex Property Address: 0 Prop Use: 356 Land Use: 74 S�r�a.c�ural E1.�aTt�a��s Foundation Continuous Footing Floor System Slab on Grade Exterior Wall Conc Block/Stucco Height Factor 0 Party Wall None Structural Frame None • - - Roof Frame Gable & Hip Roof Cover Composition Shingle Cabinet & Mill Average Floor Finish Uinyl Asbestos Tile Interior Finish Drywall Total Units 0 Heating & Air Heating &Cooling Pckg Fixtures 12 Bath Tile None Area Electric Average Description Factor Shape Factor Square 1) Quality _ -- Average 1.00 Year Built 1,966 Effective Age 25 Other Depreciation 0 Function Depreciation 0 Economic Depreciation 10 Sub Areas Cc3nimE3rcial Extra Faa turps Description Dimensions Description Factor Area RCD Description Factor Area 1) Base Area 1.00 2,522 7) .00 0 2) Enclosed Porch .60 144 8) .00 0 3) Screen Porch .25 90 9) .00 0 4) Open Porch .20 132 10) .00 0 5) 6) .00 0 11) .00 0 6) .00 0 12) .00 0 Cc3nimE3rcial Extra Faa turps Description Dimensions Price Units Value RCD Year 1) .00 0 0 0 0 2) .00 0 0 0 0 3) .00 0 0 0 0 4) .00 0 0 0 0 5) .00 0 0 0 0 6) .00 0 0 0 0 TOTAL RECORD VALUE: 0 Building #62 http: // 136.174.187.13 /htbin/cgi -scr3 ?plus =l &r= 0 %2E32 &o =1 &a =1 &b =l &c =1 &s= 4 &t3 =1... 5/7/2008 Pinellas County Property Appr -' -er Information: 17 29 16 03006 000 02"'1 Page 66 of 69 17 / 29 / 10 / 03000 / 000 / 0200 :62 07 -May -2008 Jim Smith, CFA Pinellas County Property Appraiser 18:44:18 Commercial Card 62 of 63 Improvement Type: Duplex /Triplex Property Address: 0 Prop Use: 356 Land Use: 74 S-truc-tural Elsmen�s Foundation Continuous Footing Floor System Slab on Grade Exterior Wall Cone Block /Stucco Height Factor 0 Party Wall Hone Structural Frame Hone ^ - °.° Roof Frame Gable & Hip Roof Cover Composition Shingle Cabinet & Mill Average Floor Finish Vinyl Asbestos Tile Interior Finish Drywall Total Units 0 Heating & Air Heating &Cooling Pckg Fixtures 18 Bath Tile Hone Area Electric Average Description Factor Shape Factor Square 1) Quality Average 1.00 Year Built 1,056 Effective Age 25 Other Depreciation 0 Function Depreciation 0 Economic Depreciation 10 Sub Aromas Commercial Extra Fea-turE3s Description Dimensions Description Factor Area RCD Description Factor Area 1) Base Area 1.00 2,522 7) . 00 0 2) Enclosed Porch .60 144 8) .00 0 3) Screen Porch .25 g0 9) .00 0 4) Open Porch .20 132 10) .00 0 5) 6) .00 0 11) .00 0 6) 00 0 12) 00 0 Commercial Extra Fea-turE3s Description Dimensions Price Units Value RCD Year 1) .00 0 0 0 0 2) 00 0 0 0 0 3) .00 0 0 0 0 4) .00 0 0 0 0 5) .00 0 0 0 0 6) .00 0 0 0 0 TOTAL RECORD VALUE: 0 Building #63 http: //136.174.187.13/htbin/cgi -scr3 ?plus =l &t- 0 %2E32 &o =l &a =1 &b =1 &c =1 &s= 4 &t3 =1... 5/7/2008 Pinellas County Property Appr-'7er Information: 17 29 16 03006 000 02") Page 67 of 69 17 29 10 1 03000 000 1 0200 :63 07- May -2008 Jim Smith, CFA Pinellas County Property Appraiser 18:44:18 Commercial Card 63 of 63 Improvement Type: Warehouse Property Address: 0 Prop Use: 356 Land Use: 74 Structural Elsmsn�s Foundation Continuous Footing Floor System Slab on Grade Exterior ball Conc Block /Stucco Height Factor 0 Party Wall None Structural Frame Hone :K• Roof Frame Gable & Hip Roof Cover Built Up /Composition Cabinet & Mill Average Floor Finish Earth Interior Finish Hone Total Units 0 Heating & Air None Fixtures 0 Bath Tile None Area Electric Average Description Factor Shape Factor Square 1) Quality _ _ Average 1.00 Year Built 1,966 Effective Age 25 Other Depreciation 0 Function Depreciation 0 Economic Depreciation 10 Sub Arras C ommc r c 1 a 1 E x t r a F c at ur c s Description Dimensions Description Factor Area RCD Description Factor Area 1) Base Area 1.00 3, 232 7) . 00 0 2) Enclosed Porch .80 252 8) .00 0 3) Screen Porch .40 174 9) 00 0 4) Open Porch .40 198 10) 00 0 5) 6) .00 0 11) .00 0 6) 00 0 12) 00 0 C ommc r c 1 a 1 E x t r a F c at ur c s Description Dimensions Price Units Value RCD Year 1) .00 0 0 0 0 2) .00 0 0 0 0 3) .00 0 0 0 0 4) .00 0 0 0 0 5) .00 0 0 0 0 6) .00 0 0 0 0 TOTAL RECORD VALUE: 0 Map With Property Address (non- vacant) F+1 R Ft- I M I M I M http: / /136.174.187.13/htbin/cgi -scr3 ?plus =l &r= 0 %2E32 &o =1 &a =1 &b =1 &c =1 &s= 4 &t3 =1... 5/7/2008 Pinellas County Property Appr -= -er Information: 17 29 16 03006 000 02f"' GULF TO BAY Page 68 of 69 kn ❑ r— — —i 0-j �+-1 Um t F- .r r '^f 1/8 Mile Aerial Photograph (2002) http: / /136.174.187.13/htbin/cgi -scr3 ?plus =l &r= 0 %2E32 &o =1 &a =1 &b =l &c =1 &s= 4 &t3 =1. 5/7/2008 Pinellas County Property Apprr' -' -r Information: 17 29 16 03006 000 02 "1 Page 69 of 69 Pinellas County Property Appraiser Parcel Information Back to Search Page An explanation of this screen http: // 136.174 .187.13 /htbin/egi -scr3 ?plus =l &r= 0 %2E32 &o =1 &a =1 &b =1 &c =1 &s= 4 &t3 =1... 5/7/2008 N M CITY OF CLEARWATER NOTICE OF COMMUNITY DEVELOPMENT BOARD PUBLIC HEARINGS The Community Development Board of the City of Clearwater, Florida, will hold public hearings on Tuesday, October 21, 2008, beginning at 1 00 p m, in the City Council Chambers, in City Hall, 3rd floor, 1.12 South Osceola Ave, Clearwater, Florida, to consider the following requests: U 0 NOTE: All persons wishing to address an item need to be present at the BEGINNING of the meeting. Those cases that are not contested by the applicant, staff, neighboring property owners. etc. will be placed on a consent agenda and aonroved by a single vote at the bet4innin2 of the meeting. 1 (Cont'd from 9- 16 -08) BVG Acquisition Inc are requesting Flexible Development approval for the redevelopment of the'overall 31.12 acre - property zoned Commercial (C) District, Office (0) District and proposed Medium High Density Residential (MHDR) District (companion rezoning Case No. REZ2008- 07007) to permit a total of 229 attached dwellings (Independent Living Units) (73 units existing to remain; 156 units proposed), a total of 40 nursing home beds (proposed) and a total of 170 beds of assisted living facility (94 beds existing to remain; 76 beds proposed); (A) In the Commercial (C) District with a lot area of 2.45 acres, a lot width of 200 feet along Gulf to Bay Blvd (north) and a total of 210 ft along Cross Blvd, a front (north) setback along Gulf to Bay Blvd of 4 ft (to existing sign) and 28 ft (to existing pavement), a front (east) setback along Cross Blvd of one -foot (to existing pavement), a front (north) setback along Cross Blvd of 25 ft (to proposed guardhouse), a side (east) setback of 5 feet (to existing pavement), a side (west) setback of 2 feet (to existing pavement), a side (north) setback of zero feet (to existing pavement) and a building height of 81 ft (to roof deck of existing assisted living facility building), as a Comprehensive Infill Redevelopment Project in the Commercial (C) District, under the provisions of Sec 2- 704.C; (B) In the proposed Medium High Density Residential (MHDR) District with a lot area of 28 33 acres, a lot width along Sky Harbor Dr. of 282 ft, a reduction to the front (west) setback along Sky Harbor Dr. from 25 to 21 ft (to existing building), a reduction to the side (east) setback from 10 to 5 ft (to existing pavement), a reduction to the side (west) setback at the southeast corner of the adjacent nursing home parcel from 10 to 5 ft (to proposed pavement), an increase to building height from 30 to 82 ft (to top of roof of proposed building) and a reduction to the required number of parking spaces from 583 to 426 parking spaces, as a Residential Infill Project under the provisions of Sec. 2- 304.G; and (C) Reductions to perimeter buffers along Cross Blvd (east) from 10 ft to one -foot (to existing pavement), along the east side from 7 to 5 ft (to existing pavement), along the west side from 5 to 2 ft (to existing pavement), along the north side from 10 ft to zero ft (to existing pavement) and at the southeast corner of the adjacent nursing home parcel from 10 ft to 5 ft (to proposed pavement), as a Comprehensive Landscape Program under the provisions of Sec 3- 1202.G. Proposed Use: 229 attached dwellings (Independent Living Units) (73 units existing to remain; 156 units proposed), a total of 40 nursing home beds (proposed) and a total of 170 beds of assisted living facility (94 beds existing to remain; 76 beds proposed) at 2855 Gulf to Bay Boulevard, Baskin's Replat Resub pt of lot 2 dese from NE cor of lot 1 TH E 60FT & S 190FT for the POB TH E 135.2FT Assigned Planner. Wayne M Wells, AICP, Planner III FLD2008- 05012 2 K & P Clearwater Estate, LLC is requesting (1) Flexible Development approval to Terminate the Status of a Nonconformity for density (200 overnight accommodation units; where 137 overnight accommodation units are permitted today) within the Tourist District, under the provisions of Sec. 6- 109.C; (2) Flexible Development approval to permit a 450 -unit Overnight, Accommodation use (through an increase of the permitted density of 250 overnight accommodation so N I-'' I units from the density pool created pursuant to Beach by Design), with a lot area of 119,856 sq ft (2.75 acres), a lot width of approximately 545 ft along Coronado Dr and 227 ft along proposed 2 ',d St , a front (east along Coronado Dr.) setback of zero ft (to building and pavement), a front (south along proposed 2" d St.) setback of 18.83 ft (to building), a front (west and north along S Gulfview Blvd ) setback of zero ft (to building), a building height of 150 ft (to roof deck) and either 463 valet - only parking spaces or 455 valet -only parking spaces with 8 public parking spaces at 1 028 or 1 01 1 parking spaces per hotel room, respectively, as well as the allowance of a two -year time frame to submit for a building permit, as a Comprehensive Infill Redevelopment Project, under the provisions of Sec. 2- 803.C; (3) To reduce the required foundation landscaping along Coronado Dr and S. Gulfview Blvd from 5 to zero ft (to building and pavement), as a Comprehensive Landscape Program, under the provisions of Sec. 3- 1202.G; and (4) Vacation of a portion of S. Gulfview Blvd (former bridge landing). Proposed Use: Overnight accommodation use of a total of 450 rooms (163.6 rooms /acre on total site) and a maximum of 37,000 sq ft (0 31 FAR on total site) of amenities accessory to the hotel at a height of 150 ft (to roof deck) at 100 Coronado Dr, 201, 215 & 219 S. Gulfview Blvd., Lot 1, Blk A of Columbia Sub, Lloyd White Skinner Sub Lots 44 -47 Incl & Lots 90 -93 Incl, 48 -52 Incl, Lot 98, Lots 53, 54, 99 & 100, prt of Gulfview Blvd, prt of lot 101, prt of lot 55, prt of lot 102, lots 94 -97 incl, prt of vac prt of I" Ave., part of vac pt of Coronado, and vac pt of Gulfview Blvd. Assigned Planner: Wayne M. Wells, AICP, Planner III. FLD2008 -05013 3. James P. & Joyce P. Gills are requesting Flexible Development approval for a new single family detached dwelling within the Low Density Residential (LDR) District with a lot area of 53,799 sq ft, (33,977 sq ft Open Space /Recreation (OSR) and 19,822 sq ft LDR), a lot width of 121 ft, a reduction to the side (north) setback from 15 ft to 3 ft (to pavement) and 5 ft (to building), a reduction to the side (south) setback from 15 ft to 10 ft (to building), a reduction to the rear (west) setback from 15 ft to zero feet (to raised pool & building) from the Coastal Construction Control Line (CCCL) and an increase in the maximum building height from 30 ft 34 ft (to midpoint of pitched roof) as a Residential Infill Redevelopment Project as per Community Development Code Section 2 -104 D. Proposed Use: Detached Dwelling at 1160 Mandalay Point Rd., Mandalay Point Sub ls` Add Lots 16, 16A, 17 & 17A. Assigned Planner: A. Scott Kurleman, Planner III. FLD2008 -08025 4. Salt Block 57 LLC is requesting (1) Termination of Status of Nonconformity for density (217 overnight accommodation units (as established by Cases FLD2005- 01005, FLD2005 -05047 and FLD2007- 11034); where 93 overnight accommodation units are permitted today), under the provisions of Sec.6 -109; (2) Flexible Development approval to permit a 230 -room overnight accommodation use (hotel) in the Tourist (T) District with a lot area of 81,450 sq ft/1.87 acres zoned Tourist District (2.45 total acres; 0.58 acres of total acreage zoned Open Space/Recreation District), a lot width of 236 ft, a front (east) setback of 2.5 ft (to building) and zero ft (to pavement), a side (north) setback of zero ft (to building) from the Coastal Construction Control Line (CCCL) and to permit a sidewalk 10 ft seaward of the CCCL, a side (south) setback of 16 ft (to building), 1.5 ft (to pavement) and zero ft (to privacy wall), a rear (west) setback of two ft (to building) from the CCCL and to permit concrete patios 13 ft seaward of the CCCL, a building height of 150 ft above Base Flood Elevation (BFE) to top of roof deck and 296 valet -only parking spaces at 1.286 parking spaces per hotel room, as a Comprehensive Infill Redevelopment Project, under the provisions of Sec.2- 803.C, and three driveways where the two northernmost driveways are spaced 110 ft apart and the two southernmost driveways are spaced 18 ft apart, where 125 ft is required by_ Sec.3 -102 and approval of a two -year development order; and (3) including the Transfer of Development Rights of eight total dwelling units (being converted to 13 overnight accommodation units) previously approved and transferred under TDR2005- 05022, including four dwelling units from 557 and 579 Cyprus Ave. one dwelling unit from 625 -627 Bay Esplanade and three dwelling so N I - I units from 667 Bay Esplanade, under the provisions of Sec 4 -1402 Proposed Use: Overnight accommodation use of a total of 230 rooms at 430 S Gulfview Blvd Lloyd White- Skinner Sub Lots 33, 34 & 35 & Pt of Lot 36 and Subm Land on W Per O.R. 765/542 Assigned Planner. Wayne M. Wells, AICP, Planner I11. FLD2008 -08024 5 City of Clearwater is requesting Flexible Development approval to permit a marina for 127 slips in the Downtown (D) District with a reduction to the side (north) setback from 135 7 to 19 feet, a reduction to the side (south) setback from 135.7 to 7 67 feet and an increase to the maximum width from 75% of the lot width (1,017.7 feet) to 109.8% of the lot width (1,490 feet), under the provisions of Sections 2- 903.H, 3- 601.C.3 and 3 -603. Proposed Use: City Downtown Marina for 127 boat slips at 210 Drew Street, 16 -29 -15 M & B 21.10, 21.11, Jeffords & Smoyers I" Add Lots 1, 4 & 5 of all Vac Sunset Ct. R/W & Lot 2 Ext to Seawall Less Drew St, Rompon's & Baskin's Corr Map of Cswy Bus Dist, Part of Blk 2, John R Davey's Resub Blk A, Part of Lots 2 -5 & Unplatted tract on West. Assigned Planner: Wayne M Wells, AICP, Planner III FLD2008- 08026 Interested parties may appear and be heard at the hearing or file written notice of approval or objection with the Planning Director or City Clerk prior to the hearing. Any person who decides to appeal any decision made by the Board or Council, with respect to any matter considered at such hearings, will need to request a record of the proceedings and, for such purpose, may need to ensure that a verbatim record of the proceedings is made, which record includes the testimony and evidence upon which the appeal is to be based per Florida Statute 286.0105 Community Development Code Sec 4 -206 states that party status shall be granted by the Board in quasi - judicial cases if the person requesting such status demonstrates that s/he is substantially affected Party status entitles parties to personally testify, present evidence, argument and witnesses, cross - examine witnesses, appeal the decision and speak on reconsideration requests, and needs to be requested and obtained during the case discussion before the CDB. An oath will be administered swearing in all persons giving testimony in quasi-judicial public hearing cases. If you wish to speak at the meeting, please wait to be recognized, then state and spell your name and provide your address. Persons without party status speaking before the CDB shall be limited to three minutes unless an individual is representing a group in which case the Chairperson may authorize a reasonable amount of time up to 10 minutes. Five days prior to the meeting, staff reports and recommendations on the above requests will be available for review by interested parties between the hours of 8 30 a.m. and 4.30 p m , weekdays, at the City of Clearwater, Planning Department, 100 S. Myrtle Ave., Clearwater, FL 33756. Please contact the case presenter, at 562 -4567 to discuss any questions or concerns about the project and/or to better understand the proposal and review the site plan Michael Delk Cynthia E. Goudeau, MMC Planning Director City Clerk City of Clearwater P.O Box 4748, Clearwater, FL 33758 -4748 NOTE: Applicant or representative must be present at the hearing. A COPY OF THIS AD IN LARGE PRINT IS AVAILABLE IN OFFICIAL RECORDS AND LEGISLATIVE SERVICES. ANY PERSON WITH A DISABILITY REQUIRING M so w » REASONABLE ACCOMMODATION IN ORDER TO PARTICIPATE IN THIS MEETING SHOULD CALL (727) 562 -4093 WITH THEIR REQUEST. To learn more about presenting to Clearwater boards and City Council, go to http: // clearwater .granicus.com /ViewPublisher.php ?view id =11 and click on "Resident Engagement Video." You can also check the informational video out from any Clearwater public library. Ad: 10/09/08 Fl _D2008- 05012/REZ2008- 07007: 154 ABSOLUTE PROPERTY HOLDINGS AKINS, AUDREY E INC 33726 STATE ST 12950 RACE TRACK RD STE 201 FARMINGTON MI 48335 - 3558 TAMPA FL 33626 - 1307 ALTIC, RONALD L BYRD, DEBORAH D 380 ELIZABETH AVE S CLEARWATER FL 33759 - 4009 BARKER, RICHARD A 585 SKY HARBOR DR # 317 CLEARWATER FL 33759 - 3949 BAZZANO, JOHN C BAZZANO, DOROTHY R 13732 CARRYBACK DR DADE CITY FL 33525 - 6279 BELCASTRO, GRACE 585 SKY HARBOR DR # 427 CLEARWATER FL 33759 - 3900 BLASKO, NANCY J 585 SKY HARBOR DR # 143 CLEARWATER FL 33759 - 3947 BRODERICK, ROGER B DUKE, STEPHEN B 5514 PARK BLVD PINELLAS PARK FL 33781 - 3326 BURANDT, WILLIAM BURANDT, CLAIRE 585 SKY HARBOR DR # 204 CLEARWATER FL 33759 - 3906 CALLAGHAN, WILLIAM S JR CALLAGHAN, MILDRED 1 585 SKY HARBOR DR # 312 CLEARWATER FL 33759 - 3907 CLEARWATER NEIGHBORHOODS AMENTA, ALICE 585 SKY HARBOR DR # 423 CLEARWATER FL 33759 - 3900 BAUDER, KATHLEEN L 585 SKY HARBOR DR # 431 CLEARWATER FL 33759 - 3900 BEATTY, JANET 585 SKY HARBOR DR # 318 CLEARWATER FL 33759 - 3907 BERTRAM,SANDRA 585 SKY HARBOR DR # 421 CLEARWATER FL 33759 - 3900 BRADY, JAMES P 585 SKY HARBOR DR # 209 CLEARWATER FL 33759 - 3948 BROOKS, CLIFFORD H 585 SKY HARBOR DR # 114 CLEARWATER FL 33759 - 3905 BVG ACQUISITION INC 2855 GULF TO BAY BLVD CLEARWATER FL 33759 - 4087 CENTRO NP CLEARWATER MALL LLC 420 LEXINGTON AVE 7TH FL NEW YORK NY 10170 - 0799 COALITION COATES I INC PRESIDENT, SHELLEY KUROGHLIAN 621 BAY ESPLANADE 1821 SPRINGWOOD CIRCLE S CLEARWATER FL 33767 - 1617 CLEARWATER, FL 33763 ALDRICH, STANLEY E 585 SKY HARBOR DR # 128 CLEARWATER FL 33759 - 3905 ANDERSEN, MARIA INGRID 190 JET DR PALMETTO FL 34221 - BAUDER, WILLIAM E BULGER, MARGARET M 585 SKY HARBOR DR # 417 CLEARWATER FL 33759 - 3900 BEJMA, RALPH BEJMA, FRANCES 585 SKY HARBOR DR # 230 CLEARWATER FL 33759 - 3906 BETHEL PRESBYTERIAN CHURCH 2905 GULF TO BAY BLVD CLEARWATER FL 33759 - 4239 BRAY, DONNIE L BRAY, SANDRA A 994 LAKE FOREST RD CLEARWATER FL 33765 - BROUN, WILLIAM A BROUN, ANTONINA 895 SKYLOCH DR S DUNEDIN FL 34698 - 8141 CALF, JANICE 585 SKY HARBOR DR # 405 CLEARWATER FL 33759 - 3900 CLANT INC PO BOX 916464 LONGWOOD FL 32791 - 6464 CONTRERAS, FERNANDO C CONTRERAS, JESSICA T 332 ELIZABETH AVE CLEARWATER FL 33759 - 4009 COSTELLO, JOHN J COTTON, DOROTHY J COUNTS, CHARLES V 585 SKY HARBOR DR # 407 COTTON, JEFFREY C COUNTS, PATRICIA CLEARWATER FL 33759 - 3900 585 SKY HARBOR DR # 120 585 SKY HARBOR DR #226 CLEARWATER FL 33759 - 3905 CLEARWATER FL 33759 - 3906 CURRENT OWNER DEE, JUDITH A DETZLER, LINDA 321 DAVID AVE 585 SKY HARBOR DR # 425 585 SKY HARBOR DR # 225 CLEARWATER FL 33759 - 4006 CLEARWATER FL 33759 - 3900 CLEARWATER FL 33759 - 3948 DUNN, JANETTE D LIVING TRUST DURKIN, JAMES P DOMZALSKI, ROBERT DUNN, JANNETTE D THE DURKIN, MARY D 3292 E LAKE RD 42 WINDCREST DR ALBUQUERQUE NM 871113 3 - 1275 DUNKIRK NY 14048 - 7101 CALLS MONTANA CECIL PA 15321 - 1162 EBERT, DANIEL J ENGLISH, ELIZABETH A FAMILY INTEREST, THE INC MAIN E STE N EBERT, SUE ELLEN VEARIL, WILLIAM E JR FAM FAM 585 SKY HARBOR DR # 306 585 SKY HARBOR DR # 131 DUNEDIN FL STE - 5698 CLEARWATER FL 33759 - 3907 CLEARWATER FL 33759 - 3947 FERNANDES, ABEL FISK, PEARL B THE FITZWATER, JANICE R FERNANDES, VIRGINIA A WOLF, GLORIA J 585 SKY HARBOR DR # 325 6B ROTHERHAM WAY CLEARWATER FL 33759 - 3949 585 SKY HARBOR DR # 328 HUDSON MA 01749 - 2869 CLEARWATER FL 33759 - 3907 FREELAND, MARY LUCILLE CARTER FULLEN, ELEANOR W GLEN ELLEN MBL HOME PARK 5126 ELTON DR 115 TRENTON AVE 800 E NORTHWEST HIGHWAY # 204 SOUTH PORT NC 28461 - 9033 LAVALLETTE NJ 08735 - 2722 MT PROSPECT IL 60056 - 3457 GOGARTY, JOHN GORDON, CONSTANCE L GROW FINANCIAL FEDERAL CREDIT GOGARTY, STEVEN 585 SKY HARBOR DR # 329 PO BOX 89909 30 LYNNCREST CIR CLEARWATER FL 33759 - 3949 TAMPA FL 33689 - 0415 CECIL PA 15321 - 1123 GUSS, AIDA M HALL, PRISCILLA A HALL, STEPHEN E SR 637 N WREN AVE 585 SKY HARBOR DR # 302 HALL, MARY F PALATINE IL 60067 - 3544 CLEARWATER FL 33759 - 3907 585 SKY HARBOR DR # 413 CLEARWATER FL 33759 - 3900 HAMPTON CENTER INC HEFFEL, DONALD F HIRT, TINA L 3001 EXECUTIVE DR # 250 ROSMAIT, CAROL L 585 SKY HARBOR DR CLEARWATER FL 33762 - 5324 10323 WHITNALL EDGE DR # 101 CLEARWATER FL 33759 - 3918 FRANKLIN WI 53132 - 1260 HOFFIUS, ROBERT H HUMPHRIES, STEVE JOHNSON, NORMAN P HOFFIUS, DORIS A HUMPHRIES, SHARON CHESNUTT, JAMES C 775 W BELTON AVE 47 N PINE CIR 585 SKY HARBOR DR # 116 MUSKEGON MI 49441 -4701 BELLEAIR FL 33756 - 1639 CLEARWATER FL 33759 - 3905 KELLEHER, LEWIS J KEYS, RICHARD A KRIEG, ORVILLE S KELLEHER, LUCILLE G KEYS, JOYCE M KRIEG, NANCY E 585 SKY HARBOR DR # 135 4325 S OTTER CREEK 585 SKY HARBOR DR # 125 CLEARWATER FL 33759 - 3947 LA SALLE MI 481'45 - 9780 CLEARWATER FL 33759 - 3947 LA FORGE, RUTH J 585 SKY HARBOR DR # 140 CLEARWATER FL 33759 - 3905 LEE, BETTY A 585 SKY HARBOR DR #134 CLEARWATER FL 33759 - 3905 LIMBER, JOHN M LIMBER, SARA J 679 N MORGAN ST MEADVILLE PA 16335 - 2120 LOEFFLER, ROBERT E LOEFFLER, MADELINE 4371 GABOR DR WARREN MI 48092 - 5117 LARREA, NANCY P TRUST 1308 ST ANDREWS DR ROCKLEDGE FL 32955 - LEE, JAMES R LEE, MARY A 585 SKY HARBOR DR # 119 CLEARWATER FL 33759 - 3947 LIMITED PROPERTIES INC PO BOX 4946 CLEARWATER FL 33758 - 4946 LUTZ, PATRICIA 585 SKY HARBOR DR # 419 CLEARWATER FL 33759 - 3900 MARC MARIANO AND BRYAN MARKS, WILLIAM H ZARLENGA, TAMPA BAY MARKS, ROZELLA ENGINEERING GROUP INC. 1841 GREENHILL DR 380 PARK PLACE BLVD, SUITE 300, CLEARWATER FL 33755 - 2207 CLEARWATER, FL 33759 MAYHEW, JAMES A MAYHEW, THELMA L 1207 TAMRACK TRL CHARLOTTE MI 48813 - 8366 MC CUE, BEATRICE 585 SKY HARBOR DR # 309 CLEARWATER FL 33759 - 3949 MC MULLEN, D GUY PROP INC PO BOX 91 CLEARWATER FL 33757 - 0091 NAYLOR, PETER MC CARTHY, GWENDOLYN C STEPHENS, JERRY W 585 SKY HARBOR DR # 330 CLEARWATER FL 33759 - 3907 MC CLINE, DONALD MC CLINE, BARBARA 22005 INKSTER RD FARMINGTON MI 48336 - 6033 MC QUAID, RUSSELL E MC QUAID, JACQUELINE L 585 SKY HARBOR DR # 118 CLEARWATER FL 33759 - 3905 NAYLOR, KAREN NELSON, ROBERT H BOX 34 52 CRANE COUNTRY LN 11101 IROQUOIS WAY ROSSEAU ROAD ON POC 1 KO 00001 LARGO FL 33774 - 4416 CANADA LATOUR, SUSANNE 324 POPLAR AVE STURBRIDGE MA 01566 - 1458 LEPPING, ROSE M 585 SKY HARBOR DR # 124 CLEARWATER FL 33759 - 3905 LLOYD, GRIFFITH LLOYD, HILDA J 585 SKY HARBOR DR # 327 CLEARWATER FL 33759 - 3949 M B INVESTMENTS LTD Pb BOX 91 CLEARWATER FL 33757 - 0091 MATCHETT, KENNETH N MATCHETT, BARBARA R 585 SKY HARBOR DR # 429 CLEARWATER FL 33759 - 3900 MC CLELLAN, JAMES S MC CLELLAN, JERILYNN K 9270 SHAMROCK LN CLARKSTON MI 48348 - 2546 MC DONALD, ELMER MC DONALD, BONNIE 1385 S ROBIN WAY RUSHVILLE IN 46173 - 8511 NAGLE, SHELLEY A 585 SKY HARBOR DR # 221 CLEARWATER FL 33759 - 3948 NEVILL, PAUL 585 SKY HARBOR DR # 304 CLEARWATER FL 33759 - 3907 NEVILL, SHARON SKINNER NIGRO, JOSEPH A JR SKINNER, TARA L NIGRO, JUDITH E 224 TIM DER, EMILY L 585 SKY HARBOR DR # 411 585 SKY HARBOR DR # 223 224 M HARBOR F 34 CLEARWATER FL 33759 - 3900 CLEARWATER FL 33759 - 3948 PALM HARBOR FL 34683 - OUR HOUSES TOO LLC 5128 PURITAN RD TAMPA FL 33617 - PETE & SHORTY'S CLEARWATER INC 107 HAMPTON RD STE 200 CLEARWATER FL 33759 - 4960 R &GLC 9183 WATERASH LN PINELLAS PARK FL 33782 - 4327 RAY, EILEEN M RAY, DREXEL G 6211 S HURON RIVER DR S ROCKWOOD MI 48179 - 9507 ROBINSON, RONALD A SCHIMMELPFENNEG, JO -ANNE 4610 STILLWELL AVE LANSING MI 48911 - 2837 SAGER, ROBERT L SAGER, ELINOR M 884 CUMBERLAND AVE PETERBOROUGH ON K9H 762 00001 - CANADA SCHAFER, ROBERTA 4414 W RIDGEWOOD DR PARMA OH 44134 - 4122 SCOTT, MICHAEL J SCOTT, KATHERINE M 2147 S 57TH ST WEST ALLIS WI 53219 - 1534 PALIOTTI, DENNIS J PALIOTTI, LINDA J 585 SKY HARBOR DR # 409 CLEARWATER FL 33759 - 3900 PIIRTO, ERIC PIIRTO, DEVON 585 SKY HARBOR DR # 112 CLEARWATER FL 33759 - 3905 RACETRAC PETROLEUM INC PO BOX 22845 OKLAHOMA CITY OK 73123 - 1845 RENTZ, ROBERT W RENTZ, LOIS W 1115 MARBELLA PLAZA DR TAMPA FL 33619 - 7905 ROSMAIT, RUSSELL L 201 ELMWOOD DR PITTSBURG KS 66762 - 5517 SAN MARTIN, CAROL M SAN MARTIN, ADAN C 585 SKY HARBOR DR # 105 CLEARWATER FL 33759 - 3947 SCHROEDER, MARTIN 1215 WELLS ST WAUPACA WI 54981 - SEALER, JOHN E SEAGER, JEAN C 705 SANDRA LN #166 NORTH TONAWANDA NY 14120 - 6493 PERRY, DAVID CHRIS 391 ELIZABETH AVE CLEARWATER FL 33759 - 4010 POTTER, ROSEMARY L 585 SKY HARBOR DR # 133 CLEARWATER FL 33759 - 3947 RAINVILLE, MONIQUE C 585 SKY HARBOR DR # 219 CLEARWATER FL 33759 - 3948 RICE, JOAN 6226 LONE OAK DR BETHESDA MD 20817 - 1744 ROWAND, EMERY SR GRAUMANN, ROBERT 585 SKY HARBOR DR # 331 CLEARWATER FL 33759 - 4924 SCHAEFER,ROBERTA 585 SKY HARBOR DR # 313 CLEARWATER FL 33759 - SCIRE, NANCY 585 SKY HARBOR DR # 200 CLEARWATER FL 33759 - 3906 SHERRIER, RAYMOND F SHERRIER, ESTHER A 585 SKY HARBOR DR # 126 CLEARWATER FL 33759 - 3905 SHORT, WILLIAM L SIMA, RICHARD SKY HARBOR ESTATES CORP INC SHORT, MARCI L 585 SKY HARBOR DR # 101 585 SKY HARBOR DR # 433 585 SKY HARBOR DR # 321 CLEARWATER FL 33759 - 3947 CLEARWATER FL 33759 - 3947 CLEARWATER FL 33759 - 3949 SMITH, CAROL ANN ROSE SMITH, WILLIAM J SNEBERGER, WILLIAM G THE SMITH, ALLEN ROSS SMITH, MARY SNEBERGER, DORETHEA M THE 585 SKY HARBOR DR # 109 585 SKY HARBOR DR # 139 585 SKY HARBOR DR # 132 CLEARWATER FL 33759 - 3947 CLEARWATER FL 33759 - 3947 CLEARWATER FL 33759 - 3905 SNELGROVE, JACK SNELGROVE, LOU 2447 SELWYN BAY LN RR #1 LAKEFIELD ON KOL 21-10 00001 - CANADA STOWELL PROPERTIES LLC 2873 THORNTON RD CLEARWATER FL 33759 - 4049 TROWBRIDGE, MAX C TROWBRIDGE, LOUISE F 23267 CORA AVE FARMINGTN HLS MI 48336 - 3305 VOGEL, JOHANNA F 585 SKY HARBOR DR # 213 CLEARWATER FL 33759 - 3948 WALLAKER, DONNA 585 SKY HARBOR DR # 311 CLEARWATER FL 33759 - 3949 WEI, BENJAMIN C WEI, MARGOT C LOT 99 585 SKY HARBOR DR CLEARWATER FL 33759 - 3947 SOHN, MICHAEL N SOHN, NANCY M 3838 MANITOU # 355 LAKELAND MI 48143 - SWEET, W HAZEN SWEET, LONA M 265 ELM AVE ELMHURST IL 60126 - 2647 U S RESTAURANT PROP PO BOX 166289 IRVING TX 75016 - 6289 WAELDE, MARILYN J 4047 SUNFISH DR LAPEER MI 48446 - 9619 WARD, DONALD WARD, EDNA 585 SKY HARBOR DR # 217 CLEARWATER FL 33759 - 3948 WEM, RITA M 585 SKY HARBOR DR # 141 CLEARWATER FL 33759 - 3947 WILKINSON, JOHN W REVOCABLE LI WOLLOWICK, HERBERT E WILKINSON, JOHN W THE WOLLOWICK, JANE B 585 SKY HARBOR DR # 103 104 DRIFTWOOD LN CLEARWATER FL 33759 - 3947 LARGO FL 33770 - 2601 WOOMER, PAUL E WOOMER, JUNE 1 585 SKY HARBOR DR # 207 CLEARWATER FL 33759 - 3948 WRIGHT, KENNETH L 585 SKY HARBOR DR # 314 CLEARWATER FL 33759 - 3907 ST PETERSBURG, CITY OF PO BOX 2842 ST PETERSBURG FL 33731 - 2842 TARGET CORP PO BOX 9456 MINNEAPOLIS MN 55440 - 9456 UNTI, PHILLIP W UNTI, BARBARA M 585 SKY HARBOR DR #224 CLEARWATER FL 33759 - 3906 WALKER, JOYCE MANSELL, ERNEST 505 SKY HARBOR DR # 211 CLEARWATER FL 33759 - WARD, MAE C TRUST WARD, MAE BOECK THE 585 SKY HARBOR DR # 138 CLEARWATER FL 33759 - 3905 WESTBROOK, RALPH F WESTBROOK, CHARLOTTE 585 SKY HARBOR DR # 218 CLEARWATER FL 33759 - 3906 WOMBACHER, JOHN D WOMBACHER, ELEANOR 585 SKY HARBOR DR•# 129 CLEARWATER FL 33759 - 3947 WYATT REAL ESTATE SERVICES INC 1211 WESTSHORE BLVD STE 314 TAMPA FL 33607 - 4615 YOUNG, GEORGIA ZAJAC, MARIAN ZANELLA, BYRON F 585 SKY HARBOR DR # 305 HADLEY, DOLORES ZANELLA, PATRICIA A CLEARWATER FL 33759 - 1113 JEFFERSON ST 1818 22ND AVE S WEST BEND WI 53090 - 1423 ESCANABA MI 49829 - 1927 ZIELINSKI, EUGENE SLOAN,DEBRA 1000 APPLECREEK LN DES PLAINES IL 60016 - 6717 704.C.. (Proposed Use: Medical Clinic) at 1314 South Missouri Avenue, Lakeview Heights Blk E, Lots 17 thru 24 Incl & Blk J, Lot 24 & E'' /z Vac Alley Lying Between Blks E & J Less E 10 ft for Rd. Assigned Planner. Robert G. Tefft, Development Review Manager. FLD2008 -07021 3. City of Clearwater are requesting Flexible Development approval for a public facility use within the Institutional (I) District with a lot area of 283,140 square feet, a lot width of 1,075 feet, a maximum building height of 50 feet, front (east) setbacks of 16 feet (to building) and 20 feet (to pavement), side (north) setbacks of 123 feet (to building) and zero feet (to existing pavement), side (south) setbacks of 153 feet (to building) and 11 feet (to pavement), and rear (west) setbacks of 260 feet (to building) and 60 feet (to pavement), with 37 off - street parking spaces as a Comprehensive Infill Redevelopment Project as per Community Development Code Section 2- 1204.A; as well as a waiver to the interior ' Ian dscapmg requirements, and a partial waiver to the perimeter landscaping requirements where the existing landscape materials would be determined to be an acceptable perimeter buffer, as a Comprehensive Landscape Program under the provisions of Community Development Code Section 3- 1202.G. (Proposed Use: Public Facility) at 1640 N. Arcturas Ave., Pinellas Groves Nw 1/4, Lot 12, part of Lot 5 Less Rd On'E part of Lot 6, part of Lot 11, a 15 Ft Vac Rd on S of Lot 11 & 12 (12/29/15/70182 /200/81200) Assigned Planner: Scott Kurleman, Planner III. FLD2008 -08028 Interested parties may appear and be heard at the hearing- or file written notice of approval or objection with the Planning Director or City Clerk prior to the hearing. Any, person who decides to appeal any decision made by the Board or Council, with respect to any matter considered at such hearings, will need to request a record of the proceedings and, for such purpose, may need to ensure that a verbatim record of the proceedings is made, which record includes the testimony and evidence upon which the appeal is to be based per Florida Statute 286.0105. Community Development Code Sec 4 -206 states that party status shall be granted by the Board in quasi-judicial cases if the person requesting such status demonstrates that s /he is substantially affected Party status entitles parties to personally testify, present evidence, argument and witnesses, cross - examine witnesses, appeal the decision and speak on reconsideration requests, and needs to be requested and obtained during the case discussion before the CDB. An oath will be administered swearing in all persons giving testimony in quasi - judicial public hearing cases. If you wish to speak at the meeting, please wait to be recognized, then state and spell your name and provide your address. Persons without party status speaking before the CDB shall be limited to three minutes unless an.mdividual is representing a group in which case the Chairperson may authorize a reasonable amount of time up to 10 minutes. Five days prior to the meeting, staff reports and recommendations on the above requests will be available for review by interested parties between the hours of 8 30 a.m. and 4.30 p.m , weekdays, at the City of Clearwater, Planning Department, 100 S. Myrtle Ave., Clearwater, FL '33756. Please contact the case presenter, at 562 -4567 to discuss any questions or concerns about the pro_ject.and/or to better understand the proposal and review the site plan. Michael Delk Cynthia E. Goudeau, MMC Planning Director City Clerk City of Clearwater P.O. Box 4748, Clearwater, FL 33758 -4748 NOTE: Applicant or representative must be present at the hearing. A COPY OF THIS AD IN LARGE PRINT IS AVAILABLE IN OFFICIAL RECORDS AND LEGISLATIVE SERVICES. ANY PERSON WITH A DISABILITY REQUIRING REASONABLE ACCOMMODATION IN ORDER TO PARTICIPATE IN THIS MEETING SHOULD CALL (727) 562 -4093 WITH THEIR REQUEST. To learn more about presenting to Clearwater boards and City Council, go to http:// clearwater .granicus.comNiewPublisher.php ?view id =11 and click on "Resident Engagement Video." You can also check the informational video out from any Clearwater public library. Ad: 9/4/08 ABSOLUTE PROPERTY HOLDINGS INC 12950 RACE TRACK RD STE 201 TAMPA FL 33626 - 1307 ALTIC, RONALD L BYRD, DEBORAH D 380 ELIZABETH AVE S CLEARWATER FL 33759 - 4009 BARKER, RICHARD A 585 SKY HARBOR DR # 317 CLEARWATER FL 33759 - 3949 BAZZANO, JOHN C BAZZANO, DOROTHY R 13732 CARRYBACK DR DADE CITY FL 33525 - 6279 BELCASTRO, GRACE 585 SKY HARBOR DR # 427 CLEARWATER FL 33759 - 3900 BLASKO, NANCY J 585 SKY HARBOR DR # 143 CLEARWATER FL 33759 - 3947 BRODERICK, ROGER B DUKE, STEPHEN B 5514 PARK BLVD PINELLAS PARK FL 33781 - 3326 BURANDT, WILLIAM BURANDT, CLAIRE 585 SKY HARBOR DR # 204 CLEARWATER FL 33759 - 3906 CALLAGHAN, WILLIAM S JR CALLAGHAN, MILDRED 1 585 SKY HARBOR DR # 312 CLEARWATER FL 33759 - 3907 CLEARWATER NEIGHBORHOODS FLD2008- 05012/REZ2008- 07007. 154 AKINS, AUDREY E 33726 STATE ST FARMINGTON MI 48335 - 3558 AMENTA, ALICE 585 SKY HARBOR DR # 423 CLEARWATER FL 33759 - 3900 BAUDER, KATHLEEN L 585 SKY HARBOR DR # 431 CLEARWATER FL 33759 - 3900 BEATTY, JANET 585 SKY HARBOR DR # 318 CLEARWATER FL 33759 - 3907 BERTRAM,SANDRA 585 SKY HARBOR DR # 421 CLEARWATER FL 33759 - 3900 BRADY, JAMES P 585 SKY HARBOR DR # 209 CLEARWATER FL 33759 - 3948 BROOKS, CLIFFORD H 585 SKY HARBOR DR # 114 CLEARWATER FL 33759 - 3905 BVG ACQUISITION INC 2855 GULF TO BAY BLVD CLEARWATER FL 33759 - 4087 CENTRO NP CLEARWATER MALL LLC 420 LEXINGTON AVE 7TH FL NEW YORK NY 10170 - 0799 COALITION COATES I INC PRESIDENT, SHELLEY KUROGHLIAN 621 BAY ESPLANADE 1821 SPRINGWOOD CIRCLE S CLEARWATER FL 33767 - 1617 CLEARWATER, FL 33763 ALDRICH, STANLEY E 585 SKY HARBOR DR # 128 CLEARWATER FL 33759 - 3905 ANDERSEN, MARIA INGRID 190 JET DR PALMETTO FL 34221 - BAUDER, WILLIAM E BULGER, MARGARET M 585 SKY HARBOR DR # 417 CLEARWATER FL 33759 - 3900 BEJMA, RALPH BEJMA, FRANCES 585 SKY HARBOR DR # 230 CLEARWATER FL 33759 - 3906 BETHEL PRESBYTERIAN CHURCH 2905 GULF TO BAY BLVD CLEARWATER FL 33759 - 4239 BRAY, DONNIE L BRAY, SANDRA A 994 LAKE FOREST RD CLEARWATER FL 33765 - BROUN, WILLIAM A BROUN, ANTONINA 895 SKYLOCH DR S DUNEDIN FL 34698 - 8141 CALF, JANICE 585 SKY HARBOR DR # 405 CLEARWATER FL 33759 - 3900 CLANT INC PO BOX 916464 LONGWOOD FL 32791 - 6464 CONTRERAS, FERNANDO C CONTRERAS, JESSICA T 332 ELIZABETH AVE CLEARWATER FL 33759 - 4009 COSTELLO, JOHN J COTTON, DOROTHY J COUNTS, CHARLES V 585 SKY HARBOR DR # 407 COTTON, JEFFREY C COUNTS, PATRICIA CLEARWATER FL 33759 - 3900 585 SKY HARBOR DR # 120 585 SKY HARBOR DR #226 CLEARWATER FL 33759 - 3905 CLEARWATER FL 33759 - 3906 CURRENT OWNER 321 DAVID AVE CLEARWATER FL 33759 - 4006 DOMZALSKI, ROBERT 3292 E LAKE RD DUNKIRK NY 14048 - EBERT, DANIEL J EBERT, SUE ELLEN 585 SKY HARBOR DR # 306 CLEARWATER FL 33759 - 3907 FERNANDES, ABEL FERNANDES, VIRGINIA A 613 ROTHERHAM WAY HUDSON MA 01749 - 2869 FREELAND, MARY LUCILLE CARTER 5126 ELTON DR SOUTH PORT NC 28461 - 9033 GOGARTY, JOHN GOGARTY, STEVEN 30 LYNNCREST CIR CECIL PA 15321 - 1123 GUSS, AIDA M 637 N WREN AVE PALATINE IL 60067 - 3544 HAMPTON CENTER INC 3001 EXECUTIVE DR # 250 CLEARWATER FL 33762 - 5324 DEE, JUDITH A 585 SKY HARBOR DR # 425 CLEARWATER FL 33759 - 3900 DUNN, JANETTE D LIVING TRUST DUNN, JANNETTE D THE 7101 CALLE MONTANA NE ALBUQUERQUE NM 87113 - 1275 ENGLISH, ELIZABETH A VEARIL, WILLIAM E JR 585 SKY HARBOR DR # 131 CLEARWATER FL 33759 - 3947 FISK, PEARL B THE 585 SKY HARBOR DR # 325 CLEARWATER FL 33759 - 3949 FULLEN, ELEANOR W 115 TRENTON AVE LAVALLETTE NJ 08735 - 2722 GORDON, CONSTANCE L 585 SKY HARBOR DR # 329 CLEARWATER FL 33759 - 3949 HALL, PRISCILLA A 585 SKY HARBOR DR # 302 CLEARWATER FL 33759 - 3907 HEFFEL, DONALD F ROSMAIT, CAROL L 10323 WHITNALL EDGE DR # 101 FRANKLIN WI 53132 - 1260 DETZLER, LINDA 585 SKY HARBOR DR # 225 CLEARWATER FL 33759 - 3948 DURKIN, JAMES P DURKIN, MARY D 42 WINDCREST DR CECIL PA 15321 - 1162 FAMILY INTEREST, THE INC 2141 MAIN ST STE N DUNEDIN FL 34698 - 5698 FITZWATER, JANICE R WOLF, GLORIA J 585 SKY HARBOR DR # 328 CLEARWATER FL 33759 - 3907 GLEN ELLEN MBL HOME PARK 800 E NORTHWEST HIGHWAY # 204 MT PROSPECT IL 60056 - 3457 GROW FINANCIAL FEDERAL CREDIT PO BOX 89909 TAMPA FL 33689 - 0415 HALL, STEPHEN E SR HALL, MARY F 585 SKY HARBOR DR # 413 CLEARWATER FL 33759 - 3900 HIRT, TINA L 585 SKY HARBOR DR CLEARWATER FL 33759 - 3918 HOFFIUS, ROBERT H HUMPHRIES, STEVE JOHNSON, NORMAN P HOFFIUS, DORIS A HUMPHRIES, SHARON CHESNUTT, JAMES C 775 W BELTON AVE 47 N PINE CIR 585 SKY HARBOR DR # 116 MUSKEGON MI 49441 -4701 BELLEAIR FL 33756 - 1639 CLEARWATER FL 33759 - 3905 KELLEHER, LEWIS J KEYS, RICHARD A KRIEG, ORVILLE S KELLEHER, LUCILLE G KEYS, JOYCE M KRIEG, NANCY E 585 SKY HARBOR DR # 135 4325 S OTTER CREEK 585 SKY HARBOR DR # 125 CLEARWATER FL 33759 - 3947 LA SALLE MI 48145 - 9780 CLEARWATER FL 33759 - 3947 LA FORGE, RUTH J 585 SKY HARBOR DR # 140 CLEARWATER FL 33759 - 3905 LEE, BETTY A 585 SKY HARBOR DR #134 CLEARWATER FL 33759 - 3905 LIMBER, JOHN M LIMBER, SARA J 679 N MORGAN ST MEADVILLE PA 16335 - 2120 LOEFFLER, ROBERT E LOEFFLER, MADELINE 4371 GABOR DR WARREN MI 48092 - 5117 LARREA, NANCY P TRUST 1308 ST ANDREWS DR ROCKLEDGE FL 32955 - LEE, JAMES R LEE, MARY A 585 SKY HARBOR DR # 119 CLEARWATER FL 33759 - 3947 LIMITED PROPERTIES INC PO BOX 4946 CLEARWATER FL 33758 - 4946 LUTZ, PATRICIA 585 SKY HARBOR DR # 419 CLEARWATER FL 33759 - 3900 MARC MARIANO AND BRYAN MARKS, WILLIAM H ZARLENGA, TAMPA BAY MARKS, ROZELLA ENGINEERING GROUP INC 1841 GREENHILL DR 380 PARK PLACE BLVD, SUITE 300, CLEARWATER FL 33755 - 2207 CLEARWATER, FL 33759 MAYHEW, JAMES A MAYHEW, THELMA L 1207 TAMRACK TRL CHARLOTTE MI 48813 - 8366 MC CUE, BEATRICE 585 SKY HARBOR DR # 309 CLEARWATER FL 33759 - 3949 MC MULLEN, D GUY PROP INC PO BOX 91 CLEARWATER FL 33757 - 0091 NAYLOR, PETER MC CARTHY, GWENDOLYN C STEPHENS, JERRY W 585 SKY HARBOR DR # 330 CLEARWATER FL 33759 - 3907 MC CUNE, DONALD MC CUNE, BARBARA 22005 INKSTER RD FARMINGTON MI 48336 - 6033 MC QUAID, RUSSELL E MC QUAID, JACQUELINE L 585 SKY HARBOR DR # 118 CLEARWATER FL 33759 - 3905 NAYLOR, KAREN NELSON, ROBERT H BOX 34 52 CRANE COUNTRY LN 11101 IROQUOIS WAY ROSSEAU ROAD ON POC 1 KO 00001 LARGO FL 33774 - 4416 CANADA LATOUR,SUSANNE 324 POPLAR AVE STURBRIDGE MA 01566 - 1458 LEPPING, ROSE M 585 SKY HARBOR DR # 124 CLEARWATER FL 33759 - 3905 LLOYD, GRIFFITH LLOYD, HILDA J 585 SKY HARBOR DR # 327 CLEARWATER FL 33759 - 3949 M B INVESTMENTS LTD PO BOX 91 CLEARWATER FL 33757 - 0091 MATCHETT, KENNETH N MATCHETT, BARBARA R 585 SKY HARBOR DR # 429 CLEARWATER FL 33759 - 3900 MC CLELLAN, JAMES S MC CLELLAN, JERILYNN K 9270 SHAMROCK LN CLARKSTON MI 48348 - 2546 MC DONALD, ELMER MC DONALD, BONNIE 1385 S ROBIN WAY RUSHVILLE IN 46173 - 8511 NAGLE, SHELLEY A 585 SKY HARBOR DR # 221 CLEARWATER FL 33759 - 3948 NEVILL, PAUL 585 SKY HARBOR DR # 304 CLEARWATER FL 33759 - 3907 NEVILL, SHARON SKINNER NIGRO, JOSEPH A JR OSTRANDER, EMILY L SKINNER, TARA L NIGRO, JUDITH E 224 TIMBERLANE DR 585 SKY HARBOR DR # 411 585 SKY HARBOR DR # 223 PALM HARBOR FL 34683 - CLEARWATER FL 33759 - 3900 CLEARWATER FL 33759 - 3948 OUR HOUSES TOO LLC 5128 PURITAN RD TAMPA FL 33617 - PETE & SHORTY'S CLEARWATER INC 107 HAMPTON RD STE 200 CLEARWATER FL 33759 - 4960 R &GLC 9183 WATERASH -LN PINELLAS PARK FL 33782 - 4327 RAY, EILEEN M RAY, DREXEL G 6211 S HURON RIVER DR S ROCKWOOD MI 48179 - 9507 ROBINSON, RONALD A SCHIMMELPFENNEG, JO -ANNE 4610 STILLWELL AVE LANSING MI 48911 - 2837 SAGER, ROBERT L SAGER, ELINOR M 884 CUMBERLAND AVE PETERBOROUGH ON K9H 762 00001 - CANADA SCHAFER, ROBERTA 4414 W RIDGEWOOD DR PARMA OH 44134 - 4122 SCOTT, MICHAEL J SCOTT, KATHERINE M 2147 S 57TH ST WEST ALLIS WI 53219 - 1534 PALIOTTI, DENNIS J PALIOTTI, LINDA J 585 SKY HARBOR DR # 409 CLEARWATER FL 33759 - 3900 PIIRTO, ERIC PIIRTO, DEVON 585 SKY HARBOR DR # 112 CLEARWATER FL 33759 - 3905 RACETRAC PETROLEUM INC PO BOX 22845 OKLAHOMA CITY OK 73123 - 1845 RENTZ, ROBERT W RENTZ, LOIS W 1115 MARBELLA PLAZA DR TAMPA FL 33619 - 7905 ROSMAIT, RUSSELL L 201 ELMWOOD DR PITTSBURG KS 66762 - 5517 SAN MARTIN, CAROL M SAN MARTIN, ADAN C 585 SKY HARBOR DR # 105 CLEARWATER FL 33759 - 3947 SCHROEDER, MARTIN 1215 WELLS ST WAUPACA WI 54981 - SEAGER, JOHN E SEAGER, JEAN C 705 SANDRA LN #166 NORTH TONAWANDA NY 14120 - 6493 PERRY, DAVID CHRIS 391 ELIZABETH AVE CLEARWATER FL 33759 - 4010 POTTER, ROSEMARY L 585 SKY HARBOR DR # 133 CLEARWATER FL 33759 - 3947 RAINVILLE, MONIQUE C 585 SKY HARBOR DR # 219 CLEARWATER FL 33759 - 3948 RICE, JOAN 6226 LONE OAK DR BETHESDA MD 20817 - 1744 ROWAND, EMERY SR GRAUMANN, ROBERT 585 SKY HARBOR DR # 331 CLEARWATER FL 33759 - 4924 SCHAEFER,ROBERTA 585 SKY HARBOR DR # 313 CLEARWATER FL 33759 - SCIRE, NANCY 585 SKY HARBOR DR # 200 CLEARWATER FL 33759 - 3906 SHERRIER, RAYMOND F SHERRIER, ESTHER A 585 SKY HARBOR DR # 126 CLEARWATER FL 33759 - 3905 SHORT, WILLIAM L SIMA, RICHARD SKY HARBOR ESTATES CORP INC SHORT, MARCI L 585 SKY HARBOR DR # 101 585 SKY HARBOR DR # 433 585 SKY HARBOR DR # 321 CLEARWATER FL 33759 - 3947 CLEARWATER FL 33759 - 3947 CLEARWATER FL 33759 - 3949 SMITH, CAROL ANN ROSE SMITH, WILLIAM J SNEBERGER, WILLIAM G THE SMITH, ALLEN ROSS SMITH, MARY SNEBERGER, DORETHEA M THE 585 SKY HARBOR DR # 109 585 SKY HARBOR DR # 139 585 SKY HARBOR DR # 132 CLEARWATER FL 33759 - 3947 CLEARWATER FL 33759 - 3947 CLEARWATER FL 33759 - 3905 SNELGROVE, JACK SNELGROVE, LOU 2447 SELWYN BAY LN RR #1 LAKEFIELD ON KOL 2H0 00001 - CANADA STOWELL PROPERTIES LLC 2873 THORNTON RD CLEARWATER FL 33759 - 4049 TROWBRIDGE, MAX C TROWBRIDGE, LOUISE F 23267 CORA AVE FARMINGTN HLS MI 48336 - 3305 VOGEL, JOHANNA F 585 SKY HARBOR DR # 213 CLEARWATER FL 33759 - 3948 WALLAKER, DONNA 585 SKY HARBOR DR # 311 CLEARWATER FL 33759 - 3949 WEI, BENJAMIN C WEI, MARGOT C LOT 99 585 SKY HARBOR DR CLEARWATER FL 33759 - 3947 SOHN, MICHAEL N SOHN, NANCY M 3838 MANITOU # 355 LAKELAND MI 48143 - SWEET, W HAZEN SWEET, LONA M 265 ELM AVE ELMHURST IL 60126 - 2647 U S RESTAURANT PROP PO BOX 166289 IRVING TX 75016 - 6289 WAELDE, MARILYN J 4047 SUNFISH DR LAPEER MI 48446 - 9619 WARD, DONALD WARD, EDNA 585 SKY HARBOR DR # 217 CLEARWATER FL 33759 - 3948 WEM, RITA M 585 SKY HARBOR DR # 141 CLEARWATER FL 33759 - 3947 WILKINSON, JOHN W REVOCABLE LI WOLLOWICK, HERBERT E WILKINSON, JOHN W THE WOLLOWICK, JANE B 585 SKY HARBOR DR # 103 104 DRIFTWOOD LN CLEARWATER FL 33759 - 3947 LARGO FL 33770 - 2601 WOOMER, PAUL E WOOMER, JUNE 1 585 SKY HARBOR DR # 207 CLEARWATER FL 33759 - 3948 WRIGHT, KENNETH L 585 SKY HARBOR DR # 314 CLEARWATER 'FL 33759 - 3907 ST PETERSBURG, CITY OF PO BOX 2842 ST PETERSBURG FL 33731 - 2842 TARGET CORP PO BOX 9456 MINNEAPOLIS MN 55440 - 9456 UNTI, PHILLIP W UNTI, BARBARA M 585 SKY HARBOR DR #224 CLEARWATER FL 33759 - 3906 WALKER, JOYCE MANSELL, ERNEST 505 SKY HARBOR DR # 211 CLEARWATER FL 33759 - WARD, MAE C TRUST WARD, MAE BOECK THE 585 SKY HARBOR DR # 138 CLEARWATER FL 33759 - 3905 WESTBROOK, RALPH F WESTBROOK, CHARLOTTE 585 SKY HARBOR DR # 218 CLEARWATER FL 33759 - 3906 WOMBACHER, JOHN D WOMBACHER, ELEANOR 585 SKY HARBOR DR # 129 CLEARWATER FL 33759 - 3947 WYATT REAL ESTATE SERVICES INC 1211 W ESTSHORE BLVD STE 314 TAMPA FL 33607 - 4615 YOUNG, GEORGIA ZAJAC, MARIAN ZANELLA, BYRON F 585 SKY HARBOR DR # 305 HADLEY, DOLORES ZANELLA, PATRICIA A CLEARWATER FL 33759 - 1113 JEFFERSON ST 1818 22ND AVE S WEST BEND WI 53090 - 1423 ESCANABA MI 49829 - 1927 ZIELINSKI, EUGENE SLOAN,DEBRA 1000 APPLECREEK LN DES PLAINES IL 60016 - 6717 \ 'I 1 Wells, Wayne From: Watkins, Sherry Sent: Friday, October 17, 2008 4:12 PM To: Chase, Susan; Zitouni, Trish; Dana Tallman; Doreen Dipolito; Dougall- Sides, Leslie; Frank Dame; Gina Grimes; Jordan Behar; Lutz, Deb; Michelle Smith; Nicholas Fritsch; Richard' Adelson; Stafford, Shawn; Thomas Coates; Yellin, Catherine `Cc: 'Irhilton @tampabay.rr.com'; Wells, Wayne Subject: Letter received from Alllan Stowell for FLD2008 -05012 Good Afternoon CDB Members, I have attached a letter received from Allan Stowell in reference to case FLD2008- 05012- 2855 Gulf to Bay Boulevard. A Letter Allan Stowell.tif Thank you, Sherry Watkins Administrative Analyst Planning Department 727 -562 -4582 Allan J. Stowell 2873 Thornton Road Clearwater, Florida 33759 -4049 October 16, 2008 Wayne M. Wells, Planner III City of Clearwater Planning Dept. P.O. Box 4748 Clearwater, Florida 33758 RE: Objection to 5 ft. variance request — Case # FLD 2008- 05P1t, Dear Mr. Wells: This letter serves as official notice of objection to: • The reduction to the side (east) setback along Sky Harbor Drive from 10 to 5 feet (to existing pavement) requested by BVG Acquisition, Inc., and • The reduction to perimeter buffers along Cross Boulevard along the east side from 7 to 5 feet (to existing pavement) requested by BVG cq isition Inc While I do not object to the rezoning of the property, I do object to any and all reductions in setback requirements, particularly in required buffer areas as required by the Code. I have received notice of the public hearing before the CDB and I will be attending the public hearing as scheduled. Sincerely, Allan �Jfto2o�� E' LL 0 } � water H r� FAX COVER MEMO CITY OF CLEARWATER PLANNING DEPARTMENT 100 S. MYRTLE AVE., 2nd Floor CLEARWATER, FL 33756 (727) 562 -4567 FAX: (727) 562 -4865 A, f n 1 1, / 1 1. I I TO: FAX: '711' +100 72- 6, ' % S- 90 Phone: -_9 7 ' 3S 0 U FROM: WgIl's Phone: S 10 2 - +S-0 DATE:—/'D �1 b) 0 S SUBJECT: 2_ .T> Gu+ NIESSAGE: � )?Je I) 0 ('- - Ar 1-9 12 O $ O rl NUMBER OF PAGESUNCLUDING THIS PAGE) i 1 J. NIGRO October 10, 2008 Michael Delk, Planning Director City of Clearwater P 0 Box 4748 Clearwater, FL 33758 -4748 Dear Mr. Delk, 585 Sky Harbor Drive 223 Clearwatef,- 8-33 759 - - - - -- ran 727-81219608 OCT y� LP LANNI,VG DE/EL — I ELOPME NT SERVICES i CITY OF CIEARWATER J We are writing in response to the notice of community development we received 10/08/2008, which is continued from 9/16/08, from BVG Acquisition, Inc. As we are a neighbor in very close proximity to this development site, we have grave concerns over the following: 1. The projected length of the project. 2. The tolerance for construction noise. This second concern deals with the hours per day that construction will take place, the days per week that construction will take place and the noise that will be generated as a result of the construction. 3. The debris and dirt created. Noise is our greatest concern. We do not wish to be subjected to the constant, day in /day out pounding, jack- hammering, machinery- generated hum, drilling, etc. that is normally associated with the type of construction this project suggests. We already must deal with the constant noise and dirt associated with airplanes flying directly overhead, due to the proximity of the Clearwater /St. Petersburg Airport. This project will interfere with our lives and nearly everything that we do at Sky Harbor Estates. This is a retirement community. Therefore, its residents are in and about their homes twenty -four hours per day. How will BVG Acquisition, Inc. address these concerns? What offer do they make to control the noise and pollution, as well as to resolve other issues that may arise as a result of this construction on an on -going basis? What rights, if any, do we have as neighbors to ascertain that construction does not take place at odd hours? How are these rules to be enforced? I will thank you, in advance for your consideration of these concerns and answers to the questions we have posed. Sincerely, Joseph Nigro Judith Nigro � � ' '---- - - - '-'-'----'- ---------'------------------ CITY OF CtUAINIVAtER ie ^ F7 PAl :r A 7-0 A,1,0 7- Ag -,WZ!FA-*-7 7-D 6L66�- 17", 1307 Aflll! MC ocelk, ?eoa� S'liVff CB7t�.10W-r 0'7� IV-7rrl)J tl/ hA< 7'gf ZUUU 'IAN INING-MRAWITAEN CITY OF CtWWATER n DEVELOPMENT STANDARDS Section 3 -1504. Graffiti prohibited; removal required. A. No person may paint, draw, or otherwise apply graffiti to any wall, post, column, or other building or structure, or to a tree, or other exte- rior surface, publicly or privately owned, within the City of Clearwater. B. Graffiti found upon privately -owned prop- erty within the city shall be removed by the property owner or, if the owner is not in posses- sion of the , property, by the tenant or any adult persona ,sting as the agent or property manager for the owner or the tenant, within ten calendar days following service of notice to such person of the existence of graffiti upon such property. C. Graffiti found upon city -owned public prop- erty shall be removed by the appropriate city department within ten calendar days following discovery of the existence of such graffiti. If graf- fiti is found upon public property not owned by the city,-the city manager shall give notice of such graffiti to the owner and shall request the prompt removal of the graffiti. Section 3 -1505. Reserved. Editor's note —Ord. No. 6417 -99, § 10, adopted Aug. 19, 1999, repealed § 3 -1505, which pertained to prohibited accu- mulations. See the Table of Amendments. Section 3 -1506. Exceptions. The provisions of section 3 -1503, relating to weeds, undergrowth or similar plant material shall not apply to the,following- A. Any lands within the incorporated area of -the city which are over five acres in area and in an undeveloped state; as used in this paragraph, the, term "undeveloped state" shall mean land which is in a natural state and land which has never been cut or mowed; B. Wetlands and environmentally sensitive areas as designated in the city's compre- hensive plan; C. Any parcel of land within the incorpo- rated area of the city which is undevel- Errata § oped and which is primarily in a natural state of vegetation, and which, is not oth- erwise in violation -,of section 3 -1505. (Ord. No. 6526 700, § 1, 6- 15 -00; Ord. No. 7449 -05, § 24, 12- 15 -05) Section,34507. Inoperative vehicles on pub - lic property. A. The keeping, storing, or parking of an inop- erative vehicle on any, public "property 'is hereby declared.'to,be a nuisance. 'It shad be unlawful for any person to keep, store,,park,'or allow to remain on public property any, inoperative vehicle. B. This section may be enforced by any law enforcement` officer, traffic infraction officer, or code `enforcement inspector. , A flaw enforcement ,officer, traffic enforcement officer or cod& enforce- ment, inspector, is authorized to remove, have removed, -or impounded any inoperative vehicle which reasonably appears .to be in violation of this section. Any law enforcement officer, traffic ft&ac- tion enforcement officer, 4or code, enforcement spector who intends to remove, have removed; - - - impounded any inoperative, vehicle under this section shall comply;,with,the procedures provided for in F.S. Ch. 705, "s .that chapter relates to the impounding of property located on. public prop- erty. Traffic infraction enforcement officers and code enforcement 'inspectors are hereby autho- rized and designated,by the city to administer the provisions of`F.S. Ch. 705,'" they relate to lost, abandoned or inoperative vehicles. 5, C. 'The provisions of •section 3 -1505 shall not apply to abandoned or inoperative motor vehicles or boats found upon the public streets or public property within the city, which -shall'be subject to the notice and`_ removal ` proced`iires set forth in F.S. §§ 705.102 through 705.104. (Ord: No.. 7605 -66, § 28, 4- 20 -06) Section 3 -1508. Noise. A. Prohibited genially. It shall be unlawful for any person � �to willfully make, continue or cause to be made or continued any loud and raucous noise that can be heard upon the public streets, sidewalks, or rights -of -way, in any pub F park, in any school or public building, inr,; church , or hospital, or in any dwelling and tha REUfAD CD3:63 „ , n /1 2008 �qgpp G'!TY0F Ct E fTNVA 1ER t I ' saTUTisseoeu Slaps puU g4juaq 3ilgnd aqT 4vp auumapp pjnogs ppUjo 2urpjinq aqT ,jj •sanMjuoa .fau92.iaura agT ajigm ssaj ao sSL,p eaagT jo spouad anissaoons ioj pamau -aa aq rfUm Ttuuad gotilm pule sanulwoo Soua2aama agT ajigm ssaj ao skep 2upjaom eaagT paaoxa oT Tou pouad u aqj pa4uua2 aq Sum Ttm Tad goigm `jupUjo 2utpjinq agT uuoaj Ttmaad a gTTm Sluo uegj puu Spjus puu gTleag atjgncI jo TsaaaTut agT ut f4!ssaoau TuaRm,jo4asua uT Tdaaxa `AupunS uo aurtT AuU 3u ao SUP Sue uo •uT•d 00 =9 puu 'm'u OO:L,jo sanoq agT uaamTaq uugl,jot To asmu snomej pus pnoj u aTsam oT su os 2Tnpltnq Buu ,jo` atedaa ao uope iEgje `uoq. -omap `uo 4i? axe 2ujpnlaut uotpaaa aqy s�urppnq jo .fua�ivdac zo ziop-4ulmoo OT •asrou snoanUa puu pnoj u Tuanaad oT se os aalj ,jnm s gTTm paddmba Tou st gaigm aauuq - anTs!p ao amou a'axp To 2ugTTsa'Turpuu2 `uiTea� pnoj aTuara oT se aauuum tans ua so papuol os `#udaa jo T.no os alaRae aoTom .sus jo asn aqy •pvoj .co alaplaa u? .jaajaa g •asiou snoanui pus pnoj e saNem Xftemulet ganlm p ztq ao jUUTiuu sue jo Rutdoaa f aqy •a;a , `sp ijq `sjv iUv g -Slop sue uo •m•u 00 =L PUU 'm "d 00 =0T 3o sanoq aqT uaaAneq astou snoanua pue pnoj U aquaaa oT su os aauld so amiT Auu Tu 2ur2uts ao 2ugTsMA& `2uRnots `2uglOX •-Wa `Vu?;nozls :uzllaA 'L r •aslou snoanua puU pnoj U equaaa oT su os Apolam so spaom3o suuEq uT ajqulJ.4uapt st aotnap aqT Xq pap pue, aisnm ao goaads TugT gans dTia aqT urgTim aTuaado oT paUjinjed so paTu -aado aq jjugs punos 2uusjildure aoj aateap aagTo so 3[3na4 u oT pagoulp ao uodn `uL aa3Ieadspnol so aaUldmU ox •szlani1 punoS 9 •esiou snoonua puu pnoj u aTuaao oT su os Spolam ao spaom jo suLTal uT alquTgi•Tuepi si aaieap aqT Xq pap ma aisnm ao goaads Imp gans punos jo 2uranpoadaa so 2Tnonpo id agT aqj aarnap aagTo ao gdua2ouogd `Tuaum 4sui IUatsnm f19:9GO ujaua `aa gdum `oipw Sue papmado io pasn `paSuld aq oT 2uipluuad ao 2uquaado Tuisn aqy aka `szdvigouozd `sa g .J,D •asiou snoonvi pule pnoj u aTUaao oT su os aoTAep 2uquu2is ajgipnU aagjo ao allsnlm `uaog &uU 30 2utpunos paped -aa aqy •01a `saa?aap ffuzpvuozs `suJog •V asiou snow - nua,puu pnoj Tuaeaad oT TuapUjns aotnap aaUpui u iIT?m paddihbe si aur2ua ao uuj `aamojq gans uToq astou'agj ssejun `auPua uo 4sngmo3 IeTUajul Sue so uuj Tamod io aamojq Xuu jo u -.4vJado ally 'aja `s camolu '9 •asiou snoanua pus pnoj u aTuen oT su os ! ueuiduibe AAuag aagjo so 3sloq auTaala so uruav `92paap `313u uap `aam -ureq anuumaud `janogs uruaTs ' aanup alid Auu jo `SUpunS uo augj ,&uu Tu JO SUP Suu uo 'uru 00 =L PuU •m_d 00:9 ,jo smog agT uaamTaq uo7E '9 a ' a •mojjaaatT samou snoonua puu pnoj TuaeaTd Sjaer;aaajja jjrm TleTIT aoinap aagTo ao aajjrT ui u eg2nomp, Tdaaxa our2ua uo gsngmoa lumaqui dasuonvis so auPua _ mums Auu ,jo isnugxa agT 3o aiu uado aqT CquT a.9TUg3srp aqy Isnvvxa auzffuz T mozlaas "I jo uo?Ivpo ?n ui saouvsznu azlgnd aq o; pa -mloap a.lv `V8097-8 uozjaaS 4? pallw2l sv `saszou .8u?inojjgj a7li, 'S •uoTToas s?TIT jo Q uo 4aesgns ur paTuaaurnua sauTtetTou 2uipnlarTi Tou Tnq `eamos astou aaTpo ao uaoq `aoTom `aaijuads -pnoj `oipua aqT mot auq Tg2!ua4s u ui pawns -uam asiou aqT 3o aamos aqT moai aaom ao Taaj OOT JO aausTsip u p pasaq aq uuo asiou snoanua puu pnoj aqT uaq* g uoiToasgns ut paTuaaumua saTTter3au aqT , Aq .paTuaauaff astou snoonu i puu pnoj ,jo spur5l aqT `oT paTtmil Tou si Tnq `sapnjoui uuaT aqy Alla at[I jo sTtmq aqT utTjTim sail. glsues Axeuipao ,jo suosaad olquuosua i ,jo 43jus ao amad `glluaq `TagjTuoo aqT saa2uupua so samfur `sgmTsT `sSouuu `aaloump pue uol4uanp `Ianal amnloA sjj jo asnuoaq gorgm punos AuU uuam jlugs „as -ou snoanua puu pnoj„ uuaj agy • aomos astou aaglO ao `uaoq `aoTom `.ToNeadspnol or pua agT moat aurl Tg2juaTs u ut pamsuam `asiou agT ,jo aamos agT UT04 aaour ao Taaj OOT ,jo aouuTsrp u Tu pauaq aq uuo HQOD JNaidO'IaAaG UINfIMVO3 S05T-S a�, TOM CAMCK Building Construction Inspector Plans Examiner Mechanical /Plumbing /Gas Dever ent & Neighborhoc vices 100 South Myrtle Avenue Clearwater, FL 33756 -5520 PO Box 4748,33758-4748 tel• (727) 562 -4566 fax: (727) 562 -4576 thomas.carnck @myclearwater.com hJ IV,,,�� C 1, 7, A � D W A T 7,97K 99�TEP ��OQ INSPECTORS 562 -4' Inspection Line 562 Information BUILDING 562 -4569 Robbie Ackerman 562 -4567 X 2593 Jack Fahey 562 -4568 Bill Phillips 562 -4570 John Witkowski PLB. /GAS /MECH. 562 -4566 Tom Carrick 562 -4572 Mike Cocaa PLANS REVIEW 562 -4593 Tom Chaplinsky 562 -4571 Vern Packer 562 -4863 Jeff Walker ELECTRICAL 562 -4565 Ralph Rowe 562 -4567 X2582 Kevin Tucker 562 -4564 Jeff Voss HOUSING /USAFE 562 -4573 Dana Root 562 -4567 X 2628 James Stanley 562 -4712 Sam Swinton 562 -4567 X 2583 Kyle Wilson LAND RESOURCE 562 -4751 Rick Albee Cg:IEW:b c��. SANTAFE HEALTHCARE Troy Hart AvMed Health PWns V P Senior Living Strategy & Development H— H.W- 4300 NW 89th Boulevard The Wlap Gainesville, FL 32606 B.),,, -sard- Office 800- 346 -0231 Ext 40671 Direct 352- 337 -8671 Cellular 352 -514 -4744 Fax 352- 337 -8726 Email troy.hart @avmed org A Family of Not - Far - Profit Companies OUR MISSION The mission of SantaFe HealthCare is to create and sustain a family of preeminent health - related organizations. WILLIAMSPARKER HARRISON DIETZ &GETZEN ft/-¢ v P% /�jrvr.i nq Mark A. Loveridge Land Planner 200 South Orange Avenue Sarasota, Florida 34236 T (941) 366 -4800 F (941) 366 -5109 mloveridge @williamsparker com www.wiIIiamsparker.com O O 4040 N Central Expwy Suite 200 Dallas, Texas 75204 Telephone 214 559 4080 Alejandro E. Puerto Facsimile 214 559 0990 puerto @threearch com wwwthreearch com SCULPTING BOUTIQUE ARCHITECTURE • FORGING GLOBAL RELATIONSHIPS SANTA FE HEALTHCARE Sharon Breitinger I ArWd Heald Plans Architect AR 13601, General Contractor CG54440 Haven Howae Director of Facilities, Design & Construction Services The Yllege PO Box 749 Gainesville, FL 32602 -0749 1 Bay — Gardens Direct. 352- 337 -8686 Fax.3SZ- 337 -8610 sharon.breitinger @avmed org A Family of Not- For - Profit Companies OUR MISSION The mission of Santa Fe Health Care is to create and sustain a family of preeminent health - related organizations. David R. Vaughan Chairman of the Board 6 T Senior Care Group, Inc. 1240 Marbella Plaza Drive ♦ Tampa, FL 33619 Office: 813 3412700 i Fax- 813.651.4183 dvaughanQa seniorcaregroup com Lighting the Way" CLW St. Petersburg T11 I Friday, November 13, 2009 I 3 S °7 y t�lb r- - - - - v;r' r, r r >>r, :,. •, ,,-a _Ir�eo a "1'r.'rq -c:u..'- ._'+'t 1.-i,5'�' h . r��'�,•" �.' ;,., - o ; r� '=; - � tarn miiaJ:iioivt`for�more Rriellas'�`Cou evus,re - D Y, ftom the 4 „r, Paw - - IIlr®Iriman routes To avoid traffic tie -ups associated with Saturday's Ironman 70.3, officials say your best bet is U.S.19.- )) DEPOT contnuAed from I say anything. He knows," Shearer DOUGLAS R CLIFFORD I Times said. the gulf on Thursday for a The aura 'of athleticism :x�, ir_ry, - - }yU Shearer gives off has-been conta- Starts'and'ends atPiet 60: 'ous. Her daughter and 15-year- � � Y '�o• ; �� ins- at- 6:45a:m: andlast§7/z'hours:�r" N� Y�,k old son, Garrett, also have aced :Be" rv. g� � }�..__ RSi_ Y't}'iy`�, "`rt.✓; ` •.4A1:2 -mile swlm on'Cleaniva_terBeach. - 'in shorter distance triathlons _ t,,;;.;`' ;';,�,;, -,,; " >.A'56 =_mile bike_ courseon the "Memonal'Causeway6_ridge; Drew '° locally. But it's still hard to get teenag- Stre'e 3Coun ry °side Boulevatdr McMullen =Booth Road ;'E ast`Lake,'i'';r �±, • u , + � f ets to come around to her style of Road; tfie`Bayside Bridge, Roosevelt Boulevard; Belcher Road and #? Thursda y "Gulf -to`Ba "Boulevard:'' '} 4„' "{?;'• r;,;. y get -up- and -go. ;;, "With my son, it happens every '4 ; o A131= mile,rtiri ttirougl5 Gleanniater ;Beach; %downtown day. He'll say, `Can you pick me ;,; ; t6r acid the Harbor O'aks,nei'ghborhood: - u 7 I have to carry my backpack swim team. Allbritton was a - awholemile Shearer said. gulf. The swimmer. Tough luck, especially when `Go online towitiiiv.myclearwater :corn /ironnibfi�orcall „(727)'662= ;r"i_;;;,; mom is contemplating the haz- `';' INFO= 4636' ands of competition'. - "Don't pet kicked in the face;' - ('a'ri,':':._.r't y�r �, ' a��'�;'� ; • «': _; >' Shearer said is her predominant r- )'..,r �'-,.,,a- + " +'tF�, };” w '�,'wn,- , +� ^.rr,q.- +.- _.,,,";u, ;''.` _ _ _ .P r;'.in_'r .'� * + }L "'- atwvuw.ironmanlNe:com, will be his - -,; Fans can follow.,the" ,on'race day °', -. ' ;•r•" pre -race thought: That; and work „ ' „ _, - where °'real time race results and'audio,and video updates will be through the moments of panic the pool wasn't crowded, he while aggressively breast -strok An through surf surrounded b r i PVn,' -' -% w`'.° dozens of other frenzied swim- n-k GL +y` t ,'r r- "• *.drj,r,4x �.„ "? „” „ri.- f,�tn,u.2 yk „g„�'.,, .,. •,'. „, "tira, `n .k .nW: .,wG. - °, ,,� , ,+.,,.,., mers. t With mom frequently pushing Drivers don't pay attention to "We go to the mall. Normal girl herself harder and farther, some- bikers.” stuff," Shearer said. thing of a reversal in the parent - Though when she isn't in train- But she said she'll still take a li child continuum of concern has ing mode, Ironmom becomes new set of bicycle racing tires ,emerged. just another soccer mom; and over high heels any day. "I worry - about` her biking, makes time for the other perks of — ,; every tune she goes, "said Katie. beirig:a homemaker,.like spend- Dominick Tao can be reached at - °, ' "I worry about her `getting hit. .. ing,time with her girlfrie nds.. r dtdo @sptimes.com or- (727) 580-2951. The race will be run on his home "I wore a heart monitor on better. Maybe, he thought, next turf, on the shores and streets he -that one. I hadn't done anything year he could become an Iron - was raised on. like that before. I was like, `I've man. "I could probably run the qn •`: i'x �' -: m.;r' `�� °'�.'�Fx' ".�c.��v,� ya'- 1 'v`��.`�i; .3`,. said. 7, But he finished. ish, even if he is pushing 60. � Then the floodgates opened. "I've definitely come up from a Dominick Tao can be reached at 4 . He started entering races around Model T into something from the, u vF - R's- ice. ' DOUGLAS R CLIFFORD I Times lronman competitor Dave Allbritton, 59, of Clearwater, dashes into the gulf on Thursday for a training session on the lronman 70.3 course south of Pier 60. Saenger, also an artist, was the }) AL LB1E ITTON continued from I _ .. . --tion. The yearlong work was -.H'- \Y V® 0.:��'M-- Ji 1i�L active teenager. Back in his day, F " `x , .IL <,e .X- Allbritton de- he said, there were only three, 'ti ' compresses 'popular sporting pastimes: foot - final heart of yellow pine wood , Thursda y ball if you were a big guy, base- t e. after his ' ball if you could swing, and the now'serves as , $'r t'' ' - > "' " -r_ »" s' ;';'- v,, Depot Museum Bob McPhee, 68, a volunteer swim in the' swim team. Allbritton was a _ n ety, which manages the museum gulf. The swimmer. w' t i ,;When '2' .m: Satarda ` 1°` J- A lronman 70.3 He built on that.` ' - %� Wred.6 Atiout120 Tarr'`; "',.'. as "wait for baggage man" and on Saturday Every day, he would swima ` �,�:' will be his 4,000 yards. Some days, when the middle school. Students were >,doldrs; drawinds'and`other; ""', first the pool wasn't crowded, he ;. �r# a►tworksofthe�historic °'=;`�� "� '''�` -stored, now are filled' with his- they ere encouraged to see the eY m'ag would -get out of the water half- to of the on S area. rY '�'P p� depot themselves: There' were P _ ` re-bog- _ - wo'rks vvill'be inized' way through, and run a kilome- 12 art submissions. 0 b ,. ” -" ��tatttie ''everi't`Lidtitrefresh - -, ter or two, then finish his laps. Its one of only two depots _- �, . menu provided by r Running was the hard-part. In • - - - DOUGLAS R CLIFFORD I Times his first triathlon, two years ago - on Madiera Beach, he ended up Ironman 70.3 in Clearwater,' 21st Century," Allbritton said. . -walling through part of the race. Allbritton said he was inspired One advantage he will have: The run was hot and slow by the racers. He was getting The race will be run on his home "I wore a heart monitor on better. Maybe, he thought, next turf, on the shores and streets he -that one. I hadn't done anything year he could become an Iron - was raised on. like that before. I was like, `I've man. "I could probably run the 1: got to catch my breath,"' Allbrit- Saturday, Allbritton will give it course with my eyes closed," he , I, : ton said. a shot. He's confident he will fin- said. 7, But he finished. ish, even if he is pushing 60. � DemorrisA. Lee can be reached Then the floodgates opened. "I've definitely come up from a Dominick Tao can be reached at 4 . He started entering races around Model T into something from the, , dtao @sptimes.com or (72 7) 580 -2951. ;•; Florida, and joined the St. Pete (727) 445 -4174. Student. ' renditions - -' ._ of Yairpoei .- ., Springs' • ' H1stoe1ib;;_ _ .; Train •Depot' Museum hang for display and judging Thursday at the depot as part its 100th anniversary celebration.' will be named Saturday. DEMORRIS A. LEE I Times City Commissioner Robin Saenger, also an artist, was the ° • --tion. The yearlong work was judge: •';,�,�; ,:� „�.t;3Txy,rhT-�.,rwr -.z „� . :TheTarporr'SprindsAiea''” ._, completed in November 2005. 'We wanted to get the children The building still has its orig- involved to help' educate them >,, r� "His"torical'Societywi114ce1e _,;,,,,r final heart of yellow pine wood about the depot and the towns po ;brate,the100th`ariniversary :. ��• „� 'of ttie which floors. That a of wood was type history;' said Leslie Alissandra- a „trairi'depot, ;' , {1 _ �',' "the H storic;,_c; used to keep away termites, said tos, a board member of the Tar- now'serves as , $'r t'' ' - > "' " -r_ »" s' ;';'- v,, Depot Museum Bob McPhee, 68, a volunteer pon Springs Area Historical Soci- ` %s-;Train {^nf. ; f 4; ;j tom, guide at the museum. ety, which manages the museum ;a,^ !ere:160 E Tarpon °A`ve, �, ; �. ' The original brick walls- 'We came up with the idea to ,;When '2' .m: Satarda ` 1°` J- A remain with stenciled signs such have a children's art show” ' - %� Wred.6 Atiout120 Tarr'`; "',.'. as "wait for baggage man" and Alissandratos said she contact- Springs Middle;School ' `Positively no smoking, loafing:' ed Carol Jenrette, art teacher at poi ; s ,,,,- ` 'studentissubmitted,water,, ,' ` The rooms where passengers , the middle school. Students were >,doldrs; drawinds'and`other; ""', waited and - commodities were shown pictures of the depot and ;. �r# a►tworksofthe�historic °'=;`�� "� '''�` -stored, now are filled' with his- they ere encouraged to see the eY m'ag ' ='` , °Tie "ot. F'rfteen,ofthe art-; p to of the on S area. rY '�'P p� depot themselves: There' were P _ ` re-bog- _ - wo'rks vvill'be inized' There s ever thin - -from Y g 12 art submissions. 0 b ,. ” -" ��tatttie ''everi't`Lidtitrefresh - -, `a an hi metal bib cam es d s- Y_ .. g.. -.,_ _ Its one of only two depots _- �, . menu provided by photos to uniforms of Tar - remaining in Pinellas County. and restaurants;, ",;;'' Pon Springs soldiers who served Dunedin is the other. ,�'�r`,businesses 'fi °= nin►ill,be serried =,i -? in the Korean War. Tarpon Springs' current "r' r' ',' "° `' T'k `" _'ti *° = x: "There are items here that depot was opened in January „ -, - , „ ., ,: ,,. , -, =. date back to the 1840s, McPhee 1909 after a fire destroyed the said. "It's really nice:' previous structure a year earlier. The Tarpon Springs Area His- ' The depot closed to passengers torical Society started running DemorrisA. Lee can be reached in 1971 and freight trains ceased the depot in 1978 and helped atdalee @sptimes.com or making stops in 1984. spearhead a $900,000; renova- (727) 445 -4174. PAID ADVERTISEMENT--'. :.V . PAiD ADVERTISEMENT-- _'-°W;r _ 0 ILSI)SHe3) To' O C3 0 t Retirement community reinvigorated with •owner's decision to enhance existing property. ' , This aerial photo of Bayview Gardens' property shows their assisted living tower in the foreground and their park -like campus of independent living villas and Old Tampa Bay in the background. SantaFe Senior Living, owner of Bay - view Gardens on Gulf to Bay Boulevard- in Clearwater, announced last month that they have discontinued plans to replace the retirement community with a new development known as Bella Terra on the Bay. Bella Terra was planned for construc- tion on Bayview's picturesque shoreline property, but unlike the existing commu- nity of apartments and villas, Bella Terra would have required substantial initial investments from prospective residents. Bayview, on the other hand, offers rentals starting under-$1000 per month. Residents and' staff alike were excited- to hear of the change in direction. Bay- view Executive Director, Judy Cunning- ham, says, "We're such a family here. The residents, the staff, everybody truly cares about one another and the community just has so much to offer." In fact,.Bayview now has more to - offer than ever before.. The community is spending hundreds -of thousand§ of _ dollars to renovate a substantial number of their independent living villas:- The-. remodeled residences offer upgraded kitchens, washers and dryers in each unit and improved'`aesthetics throughout. As a fixture of the Clearwater land- scape, Bayview is renowned for pro- viding- excellence in retirement living with great value, and area residents can expect more of the same for years to come. -According to Cunningham, "with the investment SantaFe Senior Living -- making to beautify and modernize our- community, there's'no doubt;we're going to be here for a long, long time."-- ' For more information on Bayview Gardens' assisted and independent living options, call 727- 669 -5261 or visit www.BayviewGardensOnline.com. 132848 -01 k TASTE E ro3004 _Mad Dogs, a local trtatmon club - a ., ; . y .,, ; p ,; 4 that has gathered a worldwide o % re n F, following. ' " " 'r x � � � �% � 1 �1G� . wicas, A I�.� ( A volunteer at last year's eel;° ' 11N_11,41111 ' ' ; >, 4 HOSTED BY SAFETY HARBOR RESORT AND SPA 12:00 -pifi 30 p av ° tampa .cofnayb -m t'o tampebay monster com 3 To place an ad call toll -free 877 -321 -7355 !!`C me�see this revitalized landmark resort and' join us for a fashion show featuring In the Bardrio Ballroortax ff , `<`• ~' eleganf bridal attire by Alfred Angelo fashions and Mr. Paul's Tuxedos, in addition to an . I Complimentary f wj;prides , expositton'of florals, photography and entertainment. Beauty and spa demonstrations will' S_ \FFTY l [ARBOR feature,Kerstin Florian European skin care products and Simply Karen mineral cosmetics. , �, ,. r Accompanyangguests� S.Op g'4 ' , �'lr(15�N. Ba shore�Dr.Safe Harbor FL. 34695 www.SafetyHarborResort.com 888 BEST SPA 37 -8 � (727)57 i sa�� y _ ( ), (2 7,72) �' aJ 4 i Friday, November 13, 2009 , Petersburg Times NPN CLW , I'%' i..e'� � llas_ .: Co?au; ntbay co Ame Pn I- � yd�news" ,- , � i❑ oud• ne ;T I "This group SNOWS real strength of character" D=Tummkin, president of Gulf Coast Uniteds board of directors 0 0 0 BRIAN BLANCO I Special to the Times Aldo Jahuey,10, works on blocking shots on goal Saturday before the start of the first day of Gulf Coast United Soccer at Seminole Warhawks field in Largo. BRIAN BLANCO I Special to the Times Erin Tilly, 6, is sure glad her soccer mom, Andi, is around to give her a hand donning her cleats before Erin takes to the field for that opening practice. BRIAN BLANCO I Special to the Times Mille Nicholas, 6, retrieves her ball from the goal while working on her shooting technique before things got too busy on the first day. BRIAN BLANCO I Special to the Times Lariah Rufus, 8, shows off new shin guards to teammates, left to right, Madeline Shangtapin, 8, Samantha Scherpf, 6, and Ledi Gyri, 6, Saturday at Gulf Coast United Soccer's first day at Warhawks field. w == - .Gulf Coast = United Soccer was almost sldeliried ;but = fougl't back.orito the-,field � -- 'r Kicking the odds aside BRIAN BLANCO I Special to the Times Jake Levy, left, 11, and Alex Hernandez, 11, battle for possession of the ball as they speed down the field., BY PIPER CASTILLO I Times Staff Writer 0 pening day features new jerseys not yet faded, new socks, not yet lost or even mismatched, new teammates with. personalities not+yet revealed and lots of par- ents signing up for snack duty. a The first weekend of November marks the beginning of the recreational soccer season for many clubs in Pinellas County. • But for Gulf Coast United, Saturday represented more than just the start of another season. It was a victory against the odds. • The organization, which serves kids from Belleair, Largo and Seminole, suffered a huge financial setback last December when a $114,000 deficit was discovered. • The money was due from Count Me In, an online registration firm based in Bellevue, Wash. The business had stopped making payments to Gulf Coast and other sports clubs around the country. , "When we realized what had happened, we saw it as a `fight or flight' situation," said Dan Tumarkin, president of Gulf Coast United's board of direc- tors. The group, which has joined r r a class- action lawsuit Against Count Me In, began holding " " fundraisers and town h all-style ii'AJlfal.lJ ` 4 BRIAN BLANCO I Special to the Times ryWhen:The Y out h re,ddr on F ''y` i Hale McPherson 7 left is chasing down Sally Fet ry. Spencer, 8, right, looking to steal the ball for her team. . '' _ , Complex was filled with girls in -: brightly colored jerseys slicking back their ponytails. Boys in °z';; blue and white dribbled toward the south end field, stretched IGulf� andjoggedafewlaps. N', ,H Any talk of money woes had IN given way to chatter on how the kids have grown since last aIre.girls. ; ., season and how to keep penalty 1,10" '' > • flags, as well as those dreaded ' yellow cards, at bay. ' Over on the west side, Reenie areas'° - Patterson pulled her folding 3 <` �' chair out of the trunk of her Q," "' Toyota Camry and headed to granddaughter Tara Bryan's w game. "I'll be here all morning. %dl I've got my grandson's game at 41 10 a m.' she said. ' And why do families go to such trouble, all in the name of v,W soccer. sistantA' - ';' "I've got five daughters, from college age down to six months' Tumarkin said. "Two AF are playing at Gulf Coast, and gh -` a ;, _ -� it's just a great sport. In my er, ,3 -_ ' case, the girls are learning i, life lessons through this eat � Giilf=� < «�� great :season sport:' -; Reach Piper Castilloatpcastillo@ sptimes.com or(727)445-` 163. ' or cal 727} _ Deta ls: Go t6 Www.gcunited.com vrunsfrom �4° 51& : NO t' ' or cal 727} _ Deta ls: Go t6 Www.gcunited.com vrunsfrom �4° 51& : NO t' 7n 1,0 • • ' y. U, 2855 GULF TO BAY BLVD BELLA TIERRA ON THE BAY PLANNER OF RECORD: WW ATLAS # 300B ZONING: C LAND USE: CG RECEIVED: 05/01/2008 INCOMPLETE: COMPLETE: MAPS: PHOTOS: STAFF REPORT: DRC: CDB: A" Nvt .1a4 CLWCoverSheet In /zoo#/oa Is. A r oc-�,Ov%) ai•,sea •�.,.a a ' v e.a� ' u §-'v � ; FLD2008 -05012 ' BELLA TIERRA ON THE BAY Zoning: C atlas# 300B � City of Clearwater Site Plan Application Package CRIGIML Level II Approval RECENED OCT 15 Zoos - - - - -- -For— ��arvrv►rvG DEPARTMENT CI��WATER A SantaFe Senior Living Community 17/29/16/03006/000 /0200 Situated in the _ CITY OF CLEARWATER - ' PINELLAS COL1T°dTY, FLORIDA ,bRC First Submittal: May 2, 2008 -._ DRC Second Submittal: July 11, 2008 CD13 Submittal: August 15, 2008 CDB fZe- Submittaf: October 15, 2008 SANTA FE HEALTHCARE, GREYSTONE AvMed Health Plans - Haven Hospice • The Village • Sayview Gardens BUILDING RELATIONSHIPS IN SENIOR LIVING. a� r�� Table of Contents I. Residential Infill Application H. Comprehensive Infill Application III. Comprehensive Landscape Program Application IV. Attachment "A" — Legal Description V. Attachment "B" — Setback and Buffer Reduction List VI. Attachment "C" — Warranty Deed VII. Attachment "D" — Parking Sufficiency Study VIII. Attachment "E" — Trip Generation Rates IX. Attachment "F" — Response to June 4, 2008 DRC Comments X. Attachment "F.1." — Response to Stormwater Comments XI. Attachment "G" — Fire Flow Calculations XH. Attachment "H" — Bridge Certification Letter XIII. Attachment "I" —Response to August 7, 2008 DRC Comments J : \02026\02026002.00\DOC\Permits \City of Clearwater \Table of Contents.doc L-199 City of Clearwater Reduced Color Plan Set For 13eL 7 ON T H E BAY A Santa Fe Senior Living Community 2855 GULF-TO-BAY BOULEVARD 17/29/16/03006/000/0200 Situated in the I't, V ()+ CLEARWATE11 0 PINFIJAS COUNTY, MORIDA DRC 1't Submittal: May 2, 2008 DR(" 211d Submittal: JuI3,11, 2008 CD1; Subinittal: August 15, 2008 omc-N& RECEIVED AUG 415 7008 P&ANNiNG WENT CRY OF CLEARWATIM SANTA FE HEALTHCARE GrREYSTONE AyMed Health Plans • Haven Hospice The Village • Bayview Gardens IS t T t I D I N P 7: 1 A I I N,S I I I P S [N '; F N T P I T VT N • .\. GULF TO &A Yak (S \� �\ Rc \ \ c /RC /F �- l GR I / ❑ x BLDG ` l LEGEND EXISTING TREE TO REMAIN PROPOSED CANOPY TRE= PROPOSED ACCENT TREE PROPOSED PALM PROPOSED SHRUB BED PROPOSED SOD , Y M. L LU W j1 � � 0 Qz' r: � i (BLDG PRASE. DRC SUBMITTAL G 'ii•t � � EEi RU i BLDG �' Y %'�� //7 ith ree 4 Greystone Communities Santa Fe HealthCare a= �m L11 � m U 07024 PROJECT NO August18,2008 IV L LU W j1 � � 0 Qz' ith ree 4 Greystone Communities Santa Fe HealthCare a= �m L11 � m U 07024 PROJECT NO August18,2008 IV owuE BVG Aqws bons, Inc PRASE. DRC SUBMITTAL sr =Er oESCR P.iOR REDUCED OVERALL I-ANDSCAPE PLAN EEi RU --------------------- - -ya -- three C C COMMERCIAL COMMERCIAL COMMERCIAL ` COMMERCIAL GENERAL GENERAL GENERAL x_ <. GENERAL Grey6wne Communities J �T y He g SantaFe althCare zf k GROUP � GENERAL � � • ,�--__ CROSS CIRCLE "°�^ -- ci aw,r. era < — U ~ — CROSS CIRCLE o t BLDG BLDG t —� \•� \ '-.. 2 _ _ ;I POND 2 S t , w 1— ' IN, V ¢F LIDR o RESIDENTIAL/ v i POND / RESIDENTIAL C.) OFFICE GENERALf .- B ., MEDIUM IDENTIAL �i 10 EDIUM Lu 22 CD U. O � O /ONbI o MHP RESIDENTIAL MEDIUM POND mn m E: n aanm ji POND BLDG'1` -_ C 1 BLDG t� 6 POND , = � BLDG 7 BLDG 5y BVG ArpYsHion, Inc. wu vE: DRC SUBMRTAL s�roeaaw,u,: REDUCED OVERALL 200' j MASTER SITE PLAN - fMYBe1: SC3.00 70 lfl a I � rD 0 -o a I � LL 3 3 0 �n bella terra on the bay . clearwater, fIorida Illi I ORIGINALI ReCEIVE© AUG 15 2000 PANNING MAO iMENT CITY OF OLEAttylrA!c-R three 2008 august 18, 2008 I 0 0 m° f�\ 3 = _4 Yi t L ff9 L g 3 0 3 0 ° c � A v _ o It n n V � 3� 0 p 0 0 O O 0 0 K bella terra on the bay Clearwater, florida • ORIGINAL WGEIVED AUC 15 2008 PiMNING CITY, OF TM�f�FT AT- three 2008 august 18, 2008 A second floor plan n 0 30 60 90 09 0 • ca v c ° w 0 Q) L 3 L � Qu N O1 � V W LU P -CIL - - - - -� 0 ° c°v living ° :n v 06 l Q go � i V • ca v c ° w 0 Q) L 3 L � Qu N O1 � V W independent living skilled nursing jcommons Iassisted living M" ME "E- IL-G IL.E LE IL - E IL I II I IL� I ET 1-1 lev IL .1 III - F .IL I Y AL_ AL B AL - A AL -A AL - B AL - B AL - A AL -A 4L B AL -E AL -A IA third floor plan n 0 30 60 90 W� SNF 3 J (h „e. 0� Sao a tJ independent living Jskilled nursing commons JI assisted living 00 00 0 0 0 0 N N N v t a+ 7 m N • >1 LV v +1 C ° O Q) � 3 L � v � V W • 7� O J O o d Fr- F- 0 'o 3 - -o o n H m ORIC -AWL WE►VED �jG 15 2008 PLANNING DGPMILIIINT CIiY OF CL Aj'=R bella terra on the bay three 2008 • clearwater, florida august 18, 2008 arl wnrte I 10 E3 D M ® F ® ® ® ®M �® FO M ® ® E3 ® m� -`y T }1� ' main building west elevation Itld- u i u MCEIVED AUG 15 2008 PLANNING �AARI�NEN CITY OF CLEIOTIM ;: ;: 0: :: main building north elevation 0 16' 32' 60' *note: main entry level finished floor= contour level 26' -0" average contour level on site = 12' -0" 0 Co 0 o� N W N r � L � N Q) o O v L 3 L � v U v mai-i building east elevation GFNC trim, main building south elevation I 0 16' 32' 60' ca � v W *note: main entry level finished floor = contour level 26' -0" average contour level on site = 12' -0" j -aaam cottage 1 first floor plan cottage 1 floorplans 0 8 1b 24 ORIGINAL. WGEIVED AUG 15 2000 NANNING D&WTLfENT CRY OF CLEARWA9, c-R cottage 1 second floor plan Co 00 os N N W �^ v y� N 7 A • ` v v c ° Q) L L � +- v c� a� �d Floor eT Iev: 10' -10" nr:r noor d noor e10" e front elevation back elevation cottage 1 elevations 0 8 6 24 t c—ned porch ORIGINAL WCEIVED 2008 PIANUG Co Co N C04 WENT CITY OF CL EARS/ v .0 ; CI �d Iloo eY Iev: 10'I(1 A last door Icv: o' -o" d Ilaur e1�0' pr side elevation side elevation • Q) a--+ r o 4- O v L L � � v �-+ v Q) i cottage 2 first floor plan cottage 2 floorplans 0 8 16 24 ORIGINAL R��f1l�D AUG 15 2000 00 0 v6 v PLMNING G6HA DAENT CITY OF aEA WA*,1R cottage 2 second floor plan 9 c� v 4-d C: o O L 3 L � v � u Q� nd Floor T,7, oor elev: 0' -0" accent rile front elevation buitding 1: 40'- 3 -1r2" building 2: 39' -6" building 5: 36' -0" building 6: 36' -10" second Floor e1 0 rslev: O' -0" cottage 2 elevations 0 8 16 24 screened porch Y ��lirs[ floor eY Iev: O' -0" �d floor eY Iev: 10' -10" firs c c®: cC 3 u= O Q zO �U side elevation trim, typ. columns 00 v0 r .. • C o O v L 3 L L v a� • cottage 3 first floor plan cottage 3 floorplans 0 8 1b 2h 1'Y^1 cottage 3 second floor plan 00 00 0 0 0 0 N N d � S 7 I Q) l � O O v L L `- Q� � v 4--d V ^) .5.1 • cond Floor eY lev: 1p' -1 p° nrsr Floor e0 floo r Y Iev: 10'.10" Y e r+il 0' -0' front elevation back elevation cottage 3 elevations 0 8 16 24 L' screened porch d Floor e0" eirs� lev: 0' -0" side elevation side elevation 00 00 0 0 0 0 N N v � L 7 7 A • r- 0 v L 3 L � v 4-J v tLi si • guard house elevations 0 V d' 4' b' 8' 00 00 00 0 0 N N d 0 W 2 N j m • W O w O � N L L � v 4-J v Q� • °Clearwater Planning Department 100 South Myrtle Avenue Clearwater, Florida 33756 Telephone: 727 - 562 -4567 Fax: 727 - 562 -4865 ❑ SUBMIT ORIGINAL SIGNED AND NOTARIZED APPLICATION ❑ SUBMIT 14 COPIES OF THE ORIGINAL APPLICATION - Plans and application are required to be collated, stapled, and folded into sets ❑ SUBMIT FIRE PRELIMARY SITE PLAN: $200.00 ❑ SUBMIT APPLICATION FEE $ N/A CDB SUBMITTAL * NOTE: 15 TOTAL SETS OF INFORMATION REQUIRED (APPLICATIONS PLUS SITE PLAN SETS) FLEXIBLE DEVELOPMENT APPLICATION Residential Infill Project (Revised 04/24/2007) PLEASE TYPE OR PRINT— A. APPLICANT, PROPERTY OWNER AND AGENT INFORMATION: (Code Section 4- 202.A) APPLICANT NAME: MAILING ADDRESS: PHONE NUMBER: CELL NUMBER: PROPERTY OWNER(S): List ALL owners on the deed AGENT NAME: MAILING ADDRESS: PHONE NUMBER: CELL NUMBER: BVG Acquisition Inc. 4300 N.W. 89 " Blvd, Gainesville, FL 32606 352.337.8686 FAX NUMBER: 352.337.8610 n/a EMAIL: n/a BVG Acquisition Inc. 4300 N.W. 89 Blvd, Gainesville, FL 32606 Marc Mariano, AICP, PP and/or Bryan Zarlenga, PE TBE Group Inc. 380 Park Place Blvd. Clearwater, FL 33759 727.431.1605 FAX NUMBER: 727,431.1777 797 4926750 EMAIL: mmariano(a-.tbegroumcom B. PROPOSED DEVELOPMENT INFORMATION: (Code Section 4- 202.A) PROJECT NAME: STREET ADDRESS PARCEL NUMBER(S): PARCEL SIZE (acres): LEGAL DESCRIPTION: PROPOSED USE(S): Bella Terra on the Bay 2855 Gulf to Bay Blvd 17/29/16/03006/000/0200 PROJECT VALUATION: $ 75,000,000 31.12 PARCEL SIZE (square feet): 1,355,587 BASKIN'S REPLAT RESUB PT OF LOT 2 DESC FROM NE COR OF LOT 1 TH E 60FT & S 190FT FOR POB TH E 135.2FT (short legal) See Attachment "A" for Full Legal Infill redevelopment of a 19.2 -acre portion of an existing 31.12 -acre senior living campus. Total Proposed New Uses - 156 Independent Living Units, 40 Nursing Home Beds & 76 Assisted Living Beds. 138 of the Independent Living Units, the 40 Nursing Home Beds & 76 Assisted Living Beds will be located in one (1) primary building; while 18 Independent Living Units will be located in nine (9) duplex cottages. Uses To Remain — 94 Assisted Living Beds and 73 Independent Living Units J: 102026\02026002.00\DOC \Permits \City of ClearwatertResidential Infill Project _app_CDB_resub_rev_request.doc Page 1 of 12 DOES THIS APPLICATION INVOLVE THE TRANSFER OF DEVELOPMENT RIGHTS (TDR), A PREVIOUSLY APPROVED PLANNED UNIT DEVELOPMENT, OR A PREVIOUSLY APPROVED (CERTIFIED) SITE PLAN? YES _ NO X (if yes, attach a copy of the applicable documents) C. PROOF OF OWNERSHIP: (Code Section 4- 202.A.5) ❑ SUBMIT A COPY OF THE TITLE INSURANCE POLICY, DEED TO THE PROPERTY OR SIGN AFFIDAVIT ATTESTING OWNERSHIP (seepage 7) See Attachment "C"— Special Warranty Deed D. WRITTEN SUBMITTAL REQUIREMENTS: (Code Section 3- 913.A) ❑ Provide complete responses to the six (6) GENERAL APPLICABILITY CRITERIA — Explain how each criteria is achieved, in detail: 1. The proposed development of the land will be in harmony with the scale, bulk, coverage, density and character of adjacent properties in which it is located. Generally speaking the development is substantially consistent with the surrounding property and of a lesser actual measured height than the existing 8 -story Assisted Living Facility (to remain) currently fronting Gulf -to -Bay Blvd. The proposed development includes less than one -third (299 dwelling units vs. 487 dwelling units) of the residential units permitted on -site, with a proposed density of 9.6 du /a, and is much less intense than the adjacent HarbourWood Health and Rehab Center, with an existing density of 14.7 du /a. Additionally, the proposed development design has gone through numerous iterations to ensure that the area's aesthetic and natural quality, which is catamount to the character of this area, is maintained. This was achieved by producing a primary building that utilizes a smaller building footprint but taller building height to obtain the desired density in a manner that is subsumed by the existing and proposed landscape features. These consciences design techniques incorporated into the proposed development have ensured a limited impact on the natural vitality and character of the area. The site layout allows consistent adjacent uses to be located in close proximity to each other, as the single family residential use to the east will be nearest to the proposed duplex cottages along the easterly extent of the site and the primary continuing care building containing the Independent Living units, Skilled Nursing beds and Assisted Living beds will be centrally located and in close proximity to the existing HarbourWood Health and Rehab Center. As stated, the primary building is of a lesser measured height than the existing assisted living facility fronting on Gulf -to -Bay Boulevard, J:\ 02026 \02026002.00\DOC\Pennits \City of Clearwater\Residential Infill Projed _app_CDB_resub_re\_request.doc Page 2 of 12 Flexible Development approval for the redevelopment of the overall 31.12 acre - property zoned Commercial (C) District, Office (0) District and proposed Medium High Density Residential (MHDR) District (companion rezoning Case No. REZ2008- 07007) to permit a total of 229 attached dwellings (Independent Living Units) (73 units existing to remain; 156 units proposed), a total of 40 nursing home beds (proposed) and a total of 170 beds of assisted living facility (94 beds existing to remain; 76 beds proposed); (A) In the Commercial (C) District with a lot area of 2.45 acres, a lot width of 200 feet along Gulf to Bay Blvd (north) and a total of 210 ft along Cross Blvd, a front (north) setback along DESCRIPTION OF Gulf to Bay Blvd of 4 ft (to existing sign) and 28 ft (to existing pavement), a front (east) setback along REQUEST: Cross Blvd of one -foot (to existing pavement), a front (north) setback along Cross Blvd of 25 ft (to Specifically identify proposed guardhouse), a side (east) setback of 5 feet (to existing pavement), a side (west) setback the request (include of 2 feet (to existing pavement), a side (north) setback of zero feet (to existing pavement) and a number of units or square footage of building height of 81 ft (to roof deck of existing assisted living facility building), as a Comprehensive non - residential use Infill Redevelopment Project in the Commercial (C) District, under the provisions of Sec. 2- 704.C; (B) and all requested In the proposed Medium High Density Residential (MHDR) District with a lot area of 28.33 acres, a lot code deviations; e.g. width along Sky Harbor Dr. of 282 ft, a reduction to the front (west) setback along Sky Harbor Dr. reduction in required number of parking from 25 to 21 ft (to existing building), a reduction to the side (east) setback from 10 to 5 ft (to existing spaces, specific use, pavement), a reduction to the side (west) setback at the southeast corner of the adjacent nursing etc.) home parcel from 10 to 5 ft (to proposed pavement), an increase to building height from 30 to 82 ft (to top of roof of proposed building) and a reduction to the required number of parking spaces from 583 to 426 parking spaces, as a Residential Infill Project under the provisions of Sec. 2- 304.G; and (C) Reductions to perimeter buffers along Cross Blvd (east) from 10 ft to one -foot (to existing pavement), along the east side from 7 to 5 ft (to existing pavement), along the west side from 5 to 2 ft (to existing pavement), along the north side from 10 ft to zero ft (to existing pavement) and at the southeast corner of the adjacent nursing home parcel from 10 ft to 5 ft (to proposed pavement), as a Comprehensive Landscape Program under the provisions of Sec. 3- 1202.G. DOES THIS APPLICATION INVOLVE THE TRANSFER OF DEVELOPMENT RIGHTS (TDR), A PREVIOUSLY APPROVED PLANNED UNIT DEVELOPMENT, OR A PREVIOUSLY APPROVED (CERTIFIED) SITE PLAN? YES _ NO X (if yes, attach a copy of the applicable documents) C. PROOF OF OWNERSHIP: (Code Section 4- 202.A.5) ❑ SUBMIT A COPY OF THE TITLE INSURANCE POLICY, DEED TO THE PROPERTY OR SIGN AFFIDAVIT ATTESTING OWNERSHIP (seepage 7) See Attachment "C"— Special Warranty Deed D. WRITTEN SUBMITTAL REQUIREMENTS: (Code Section 3- 913.A) ❑ Provide complete responses to the six (6) GENERAL APPLICABILITY CRITERIA — Explain how each criteria is achieved, in detail: 1. The proposed development of the land will be in harmony with the scale, bulk, coverage, density and character of adjacent properties in which it is located. Generally speaking the development is substantially consistent with the surrounding property and of a lesser actual measured height than the existing 8 -story Assisted Living Facility (to remain) currently fronting Gulf -to -Bay Blvd. The proposed development includes less than one -third (299 dwelling units vs. 487 dwelling units) of the residential units permitted on -site, with a proposed density of 9.6 du /a, and is much less intense than the adjacent HarbourWood Health and Rehab Center, with an existing density of 14.7 du /a. Additionally, the proposed development design has gone through numerous iterations to ensure that the area's aesthetic and natural quality, which is catamount to the character of this area, is maintained. This was achieved by producing a primary building that utilizes a smaller building footprint but taller building height to obtain the desired density in a manner that is subsumed by the existing and proposed landscape features. These consciences design techniques incorporated into the proposed development have ensured a limited impact on the natural vitality and character of the area. The site layout allows consistent adjacent uses to be located in close proximity to each other, as the single family residential use to the east will be nearest to the proposed duplex cottages along the easterly extent of the site and the primary continuing care building containing the Independent Living units, Skilled Nursing beds and Assisted Living beds will be centrally located and in close proximity to the existing HarbourWood Health and Rehab Center. As stated, the primary building is of a lesser measured height than the existing assisted living facility fronting on Gulf -to -Bay Boulevard, J:\ 02026 \02026002.00\DOC\Pennits \City of Clearwater\Residential Infill Projed _app_CDB_resub_re\_request.doc Page 2 of 12 1 1 1 11 1 1 A 1 1 e which has existed since 1966 and is of a lesser intensity /density than the existing HarbourWood Health and Rehad Center, which has existed since 1996. As the bulk and scale of these existing developments have not had a deleterious impact on the surrounding neighborhood, it should confirm that the proposed development will also be in harmony with the bulk, scale and intensity of existing development in the area and will not impact the character or quality of the neighborhood. 2. The proposed development will not hinder or discourage the appropriate development and use of adjacent land and buildings or significantly impair the value thereof. The existing campus consists of an 8 -story assisted living facility (to remain) and approximately 62 duplex/, triplex and quadplex dwellings (229 independent living units) and ancillary uses that were constructed in the mid- 1960's and as such are approaching the practical life span of buildings of this nature. The replacement of the majority of these structures (44 of 62 buildings) with a new, state - of -the -art development that incorporates high quality adult living services and building and landscape architectural features and design will not only enhance the visual quality for the adjoining property owners, but will without question positively impact property values in the general vicinity. As identified in the landscape and building elevation plans, the architectural details and embellishments included as part of the Mediterranean Revival building design, as well as the handsome landscape package used to enhance the all of buildings and property boundaries within the proposed development will surely improve the value of adjoining properties and encourage redevelopment, if desired, for the adjoining property owners. Additionally, while many of the properties in this area are commercial in nature, the influx of new, higher -end senior residents will produce an economic boost for these commercial entities. Finally, the adjoining residential uses to the east and west of the property will be buffered by attractive fencing, existing mature vegetation, as well as proposed supplemental landscape features to ensure the privacy of all parties. Again, as identified above the layout of this site allows consistent development types to be located in close proximity to each other. As such, no deleterious impact on any of the adjoining property owners is anticipated. 3. The proposed development will not adversely affect the health or safety or persons residing or working in the neighborhood of the proposed use. The health, safety and welfare of residents and persons in the area will be greatly improved as a result of this application due to 1.) the removal of dated dwelling units; 2.) the inclusion of a stormwater management system that meets current Local, Regional and State criteria; 3.) the certification of the existing bridges on site to confirm that the structures can support the 80,000 lb weight limit required by the City of Clearwater Fire and Rescue Department; 4.) the upgrade of existing sewer and water lines that are in a dilapidated state, which in some locations includes cracking, leaking and blockage; 5.) the removal of existing vegetation and trees that due to poor conditions create a safety hazard to the residents and visitors of the site; 6.) the inclusion of a upgraded, ADA design compliant sidewalk throughout the campus that will allow for safe and efficient pedestrian circulation through the site and out to Gulf - to -Bay Blvd and Sky Harbor Blvd; 7.) The inclusion of a fire suppression system for use in the primary building to ensure the safety of the residents and workers; 8.) the conformity of all site and building design requirements included in the Clearwater Fire Protection Design and Construction Guidelines; 9.) the use of fencing, secluded landscaping and a gated roadway system to ensure the privacy of residents and adjoining property owners, as well as the safety and security of residents on site; and 10.) the upgrade to site lighting through the use of new, decorative street lighting and pedestrian bollards that ensures safe and effective nighttime vehicle and pedestrian travel but utilize shielding technology to eliminate potential light trespass on adjoining properties. For all the reasons stated, the proposed development will have no adverse impact on the health, safety or general welfare of persons residing or working on -site or in the neighborhood. J:\ 02026 \02026002.00WOCXPermils%City of CleaiwateAResidential Infill Project _app_CDB_resub_rev_request.doc Page 3 of 12 \ 1 A 1 1 1 4. The proposed development is designed to minimize The intent for the proposal is to provide as many of the day -to -day necessities of senior living on -site to limit the number of off - campus trips and will include full dining facilities, a day spa and salon, and a workout facility. The proposed development will incorporate four (4) buses to transport residents to local shopping and retail venues on a daily basis to help limit the number of single vehicle trips from the campus. As a result of the proposed redevelopment, only 318 new weekday and 44 PM Peak additional vehicle trips are anticipated. Additionally, golf carts will be provided to the residents that live in the cottages outside of the primary building. While this will not minimize trips, it will promote the use of alternative fuel vehicles by minimizing the use of gas powered vehicles for short trips within the campus. 5. The proposed development is consistent with the community character of the immediate vicinity of the parcel proposed for development. The proposed development will actually be an enhancement to the character of this immediate vicinity in that all of the proposed buildings will incorporate a high - quality Mediterranean Revival architectural design that is mildly eclectic, but certainly unique to the immediate vicinity. This will be done in a manner that will not overwhelm the existing neighborhood fabric, as the scale of the proposed development will be subsumed by the preservation of numerous existing mature trees and enhanced by the inclusion of an abundant landscaping package. The increased height of the proposed primary building, while of lesser height than the existing ALF building that has existed for over 40 years without any deleterious impact on surrounding property owners, will allow the area's primary amenity, its natural beauty, to be preserved and enjoyed by the residents and adjoining property owners for years to come. Additionally, an abundant level of new landscaping is proposed along the proposed lines of the redeveloped areas and around all proposed buildings. The level of landscaping proposed by the project will ensure that the natural beauty of the area is enhanced and continues to flourish. 6. The design of the proposed development minimizes adverse effects, including visual, acoustic and olfactory and hours of operation impacts, on adjacent properties. Numerous techniques have been incorporated into the overriding design of the project to limit any impacts on the adjoining property owners, as well as the residents of the development. The primary design feature that will minimize all of the above listed impacts will be the use of ornamental fencing in areas where the proposed development site abuts a residential use and a generous amount of landscaping within required buffer areas. As such, the buffering capabilities of the ornamental fence will be enhanced through the use of a substantial landscape buffer that dampens visual and acoustical impacts that may occur from the proposed senior living campus, which is minimal, but also decreases visual and acoustical impacts on the proposed residents from the adjoining property owners. Additionally, the implementation of an environmentally conscious building layout and the use of a parking study to determine the true need of on -site parking has afforded the preservation of numerous mature trees on -site which provide a natural visual and acoustical buffer for the adjoining property owners, minimizes the developments impact on the natural environment and promotes the overall visual quality of the entire area. As the proposed development is primarily residential in nature, there is minimal impact anticipated due to atypical hours of operation, with the exception of the 24 -hour care provided by the Skilled Nursing and Assisted Living components. While care will be provided for this use on a 24 -hour basis, it shall be noted that the existing assisted living facility has operated since 1966 without any deleterious impacts on the adjoining property owners and the existing HarbourWood Health and Rehab Center has been in operation since 1996. The service area for the proposed site will be enclosed in a masonry wall, enhanced by a landscape buffer and will utilize a delivery and trash pick -up schedule consistent with that recommended by staff and required by code. Finally, the roof of the proposed primary building is designed to ensure that all roof top mechanical units are appropriately screened from all adjoining property owners, visitors to the site and residents. J:\ 02026 \02026002.00\DOC \Permits \City of Clearwater\Residential Infill Projed _app_CDB_resub_re\_request.doc Page 4 of 12 WRITTEN SUBMITTAL REQUIREMENTS: (Residential Infill Project Criteria) ❑ Provide complete responses to the seven (7) RESIDENTIAL INFILL PROJECT CRITERIA — Explain how each criteria is achieved, in detail: 1. The development or redevelopment of the parcel proposed for development is otherwise impractical without deviations from the intensity and development standards. While it would be possible to develop the site with the same number of units and not ask for a deviation to the permitted height or required setbacks, it could not be done in a manner that would preserve as many trees as are being preserved through the proposed site and building design with the requested deviations. It has been the Applicant's intention from the beginning of this design process to preserve as many trees as possible, as it is understood that the existing tree inventory is one of the features that makes the site so impressive and desirable. It shall be noted that we met with Mr. Rick Albee and walked the site to discuss the trees we intended to preserve and remove. Mr. Albee stated that this is one of the only times he could remember that an Applicant conducted a tree inventory prior to designing the site. The additional height from the 30 feet permitted to 82 feet allows for a primary building design that incorporates a smaller building footprint and therefore decreases the amount of the site that gets disturbed by site improvements and allows for the preservation of numerous trees. It shall be noted that no new non - conforming setback situations are being created as a result of this application. A front setback reduction in the Commercial zone along Gulf to Bay Blvd is for a substantially conforming existing sign that has been in place for numerous years and is in conformance with all other code requirements relative to height and area. As stated, the sign has existed for numerous years without deleterious impact to surrounding property owner or drivers and is not being alter as part of the plan, except to replace in -kind the sign face to the new campus name. A front setback reduction along Cross Blvd from 25 feet to one -foot is requested to allow a portion an existing parking lot serving the ALF tower to remain in its current location. This pavement has existed in its current configuration since 1966 without any deleterious impact on adjoining property owners and no impact is anticipated as a result of this application. A reduction to the side east setback from ten feet to five feet is also requested to allow the existing roadway configuration to remain as is. This roadway has existed since 1966 without any impact to adjoining property owners and re- aligning the roadway could impact the existing trees along the property line. A reduction to the side (west) setback in the Commercial zone from 10 feet to two feet is requested to allow a portion an existing parking lot serving the ALF tower to remain in its current location. This pavement has existing in its current configuration since 1966 without any deleterious impact on adjoining property owners and no impact is anticipated as a result of this application. A reduction to the side (north) setback is requested from 10 feet to zero to existing pavement. The location of this pavement is adjacent to a vacant parcel of land and has existed without impacting the adjoining property owner. As such, the Applicant requests that this pavement remain in its current configuration until the entire northern portion of the site is redeveloped. A request to permit an increased building height of the existing ALF tower in the Commercial Zone from the permitted 25 feet to 81 feet is also being made. This building received a termination of non - conforming use to allow a 94 -bed assisted living facility to remain in operation. As such, this increased configuration is the only way a 94 bed ALF could operate on site while meeting other bulk and area code requirements. This building has been in existence for over 40 years and the height has not had any deleterious impact on any property owners. A reduction to the front (west) setback in the proposed MHDR zone along Sky Harbor Dr from 25 feet to 21 feet (to existing building) is requested. This non - conforming situation is not being exacerbated as a result of the application and has existed without any impact on adjoining property owners for over 40 years. As such moving this building 4 feet and placing the facility elsewhere on site would disturb the mature vegetative plantings that exist on site. A reduction to the side (west) setback in the proposed MHDR zone along at the southeast corner of the adjacent HarbourWood facilities lot from 10 feet to 5 feet is being requested. This request is made to permit a portion of the re- aligned Loving Lane roadway to travel in an appropriate path for truck and car travel and to also allow sufficient width to accommodate fire truck access. The re- aligned Loving Lane will allow each of the 2 entities, HarbourWood and Bella Terra, to function separately and independently in a safe and secure manner that allows each entity's delivery and solid waste trucks to travel only within the area devoted to each facility. Under the current configuration, Loving Lane is utilized by service and delivery vehicles and creates a conflict for fire and emergency access and daily vehicular traffic. This will re- alignment of Loving Lane provide HarbourWood with a formal delivery and service area that is separate from daily traffic movement while allowing for safe and sufficient access for emergency management vehicles. As such, this request will not negatively impact the adjacent property owner, but will J: \02026\02026002.00\DOC \Permits \City of Clearwater\Residential Infill Project _app_CDB_resub_rev_request.doc Page 5 of 12 0 a allow a more functional situation for both properties. A reduction to the side (east) setback in the MHDR zone is being requested from 10 feet to 5 feet in order to allow an existing roadway that has been in place for 40 years to remain in its current configuration. It shall be noted that while a reduced setback is being requested to allow this existing non - conforming situation to remain, it is being requested to ensure that existing mature trees located along the roads perimeter to the west are preserved and not impacted by unnecessary roadway construction. Numerous steps have been taken to maintain the life and health of all trees on site and realigning this existing roadway would unnecessarily impact these trees. Additionally, it shall be noted that a decorative fence and vegetative buffer within the 5 foot setback is being installed to minimize any impact on the adjacent property owner. As such, the granting of this existing non - conforming situation will not have any impact on the adjoining property owner and will ensure the health of several existing mature trees. A deviation from the City's Code from 581 parking spaces to 426 parking spaces is requested, however there are no parking ratios established for Attached Senior Housing, or Independent Living Units, and the code suggests using the Multi- family Attached Dwelling ratio to determine the required number of spaces. It is understood by all parties involved that the vehicle use habits of typical multi - family attached housing tenants and senior housing tenants are drastically different and do not warrant the same parking ratios. As such, the Parking Sufficiency Study, included as Attachment "D ", identifies real word parking ratios generated by a nearly identical mix of senior living uses that the Applicant operates in Gainesville and are confirmed by ITE's Parking Generation Study, 3rd Edition. The number of parking spaces required by the City for this project would unnecessarily increase the amount of impervious surface on the site with no added benefit. This would be detrimental to the environment as it would reduce natural groundwater recharge and produce additional locations where cars could park and leak vehicle fluids and solvents on to the pavement and eventually into the stormwater management system, thereby unnecessarily degrading water quality; and would increase the heat island effect on the site due to the increased black top; all of which is contrary to sustainable development. As a condition of approval for this development application, the Applicant acknowledges and consents that when future redevelopment takes place in areas not being disturbed at this time it must conform to the Land Development Code standards in place at that time and that the approval to allow these existing non - conforming circumstances to remain in these undisturbed locations as a result of this development application package does not eliminate the basic obligation of the Applicant to meet setback requirements in these locations in the future. A reduced landscape buffer along Cross Blvd from 10 feet to 1 foot is requested to allow an existing drive isle to remain in place. Altering this roadway would unnecessarily impact existing trees to adjust a road that has existed for over 40 years, which could cause permit damage to those trees. A reduction to the easterly landscape buffer from 7 feet to 5 feet to allow existing drive isle to remain is also requested to allow a road that has existed for 40 years to remain in place without any detriment to adjoining property owners. Re- aligning this road to the west by even 2 feet would impact the existing trees that are being preserved, which was included as a comment from Rick Albee during DRC. Again, the Applicant has take painstaking efforts to ensure that as many trees as possible are preserved on site and moving this road to gain 2 feet in buffer area at the potential expense of the very trees we are attempting to preserve is reckless and unnecessary. To mitigate the reduced buffer width, additional plantings and an ornamental fence will be place in the existing 5 foot buffer area. A reduction to the buffer along the west side from 5 feet to 2 feet to an existing drive isle for the ALF tower parking lot that has been in place for over 40 years is also requested. Re- aligning this pavement could unnecessarily impact existing vegetation and require the alteration of existing site conditions without benefit, as the condition has existed without an impact on adjoining property owners and the Applicant has agreed to increase the landscaping in this area to help mitigate the effects. A reduction to the northern buffer from 10 feet to zero to existing pavement. The location of this pavement is adjacent to a vacant parcel of land and has existed without impacting the adjoining property owner. As such, the Applicant requests that this pavement remain in its current configuration until the entire northern portion of the site is redeveloped. A new buffer reduction along the southeast corner of the nursing home property from 10 feet to 5 feet is being requested with the intent of allowing the primary building to be placed in a location to limit the impacts on existing trees and wetlands, while providing a 23 -foot fire lane (Loving Lane) that is at least 20 feet from any portion of the building, as required for conformance with the Clearwater Fire Protection Design and Construction Guidelines, thereby ensuring appropriate life safety standards are maintained. As a condition of approval for this development application, the Applicant acknowledges and consents that when future redevelopment takes place in areas not being disturbed at this time it must conform to the Land Development Code standards in place at that time and that the approval to allow J:102026 \02026002.00 \DOC\Pennits \City of Clearwaler\Residential Infill Projed _app_CDB_resub_re\_request.doc Page 6 of 12 these existing non - conforming circumstances to remain in these undisturbed locations as a result of this development application package does not eliminate the basic obligation of the Applicant to meet buffer and landscape requirements in these locations in the future. A list of all setback and buffer deficiencies and is included in Attachment "B °. 2. The development of the parcel proposed for development as a residential infill project will not materially reduce the fair market value of abutting -• properties. (Include the existing value of the site and the proposed value of the site with the improvements.) The improvements proposed as part of this application will clearly increase the market value of adjoining property owners due to the high quality building architecture that will be included as part of this state -of -the -art, full service senior living and care faculty. Additionally, at approximately 2,220 square feet the selling price of the six (6) proposed duplex cottages (18, 2- bedroom units) on the Tampa Bay will be well above the selling point of the typical residential units in the vicinity. While there is no question that the building will be a display of exceptional architectural design, the site will continue to maintain its existing natural quality due to the care taken in placigg the buildings, sidewalks and parking areas in a manner that preserves an abundant number of the existing tree inventory at the site. Additionally, the natural state of the site will be enhanced and complimented by a landscape plan that is sensitive to the natural beauty of the site and offers subtle enhancement where necessary, but dynamic augmentation where needed. According to the Pinellas County Property Appraiser data, the 2007 Just Market Value and Assessed Value both were $13,600,000 for the entire 31.12 -acre parcel. It shall be noted that we are redeveloping approximately 19.2 acres of the 31.12 -acre parcel, or 61%. It is anticipated that the total value of this redevelopment project is $75,000,000. 3. The uses within the residential infill project are otherwise permitted in the City of Clearwater. The proposed Assisted Living, Nursing Home and Independent Living (Attached Dwelling) uses are permitted within the proposed MHDR Zone (Case No. REZ2008- 07007) and within the City of Clearwater. The portion of the site in the C Zone will continue to provide Assisted Living units for an undetermined amount of time. While this use is permitted in the City of Clearwater, it is not specifically permitted in the C Zone, but was granted a termination of non - conforming status on January 25, 2002, as part of FL 01 -10- 33. 4. The uses or mix of use within the residential infill project are compatible with adjacent land uses. The proposed mix of uses (Assisted Living units and Independent Living units) has existed on this parcel since 1966 without any deleterious impact on the surrounding property owners. Since the construction of the site in 1966, the HarbourWood Health and Rehab Center was built in 1996 and has apparently existed in harmony with adjacent land uses and provides an identical use that the Applicant is introducing to the campus, Nursing Home beds. It was decided to place the proposed duplex cottages along the easterly portion of the site, as they will be closest to the existing single family residential home on the adjoining property to the east. Additionally, the proposed duplex cottages will be the closest buildings to the adjoining mobile home park to the southwest. While the proposed and existing uses are compatible, measurements are being taken to provide appropriate buffering in the way of fencing and landscaping to ensure that the privacy and quality of life of all parties involved is not impacted 5. The development of the parcel proposed for development as a residential infill project will upgrade the immediate vicinity of the parcel proposed for development. As previously stated, the proposed development will enhance the character of this immediate vicinity due to the use of an eclectic Mediterranean Revival architectural design that is unique to the immediate vicinity. It will be done in a manner that will not overwhelm the existing neighborhood fabric, but will be subsumed by the numerous mature trees being preserved and enhanced by the inclusion of new landscaping features. Also, the replacement of the majority of existing dilapidated structures with new, state of the buildings that incorporate high quality building and landscape architectural features and design will not only enhance the visual quality for the adjoining property owners, but will without question positively impact property values in the immediate vicinity. The adjoining J: \02026 \02026002.00\DOC\Permits \City of ClearwateMesidential Infill Project _app_CDB_resub_rev_request.doc Page 7 of 12 [i 1 0 a residential uses to the east and west of the property will be buffered by attractive fencing and the existing mature vegetation, as well as enhanced by the proposed supplemental landscaping to ensure the privacy of all parties. Again, the consciences design techniques incorporated into the overall development ensure a limited impact on the natural vitality of the area and upgrade to the character. 6. The design of the proposed residential infill project creates a form and function that enhances the community character of the immediate vicinity of the parcel proposed for development and the City of Clearwater as a whole. The care taken to ensure that the character of the site and the area as a whole will not be degraded, but upgraded, is established by the projects form, as evident by the decision to utilize a building that has a decreased footprint that preserves the natural aesthetic beauty and character of the area and the proposed /continued use of the site as a senior living and care facility, which has functioned since 1966. The community character in this area is built on the natural beauty provided by the trees, natural vegetation and views of the Tampa and the form established by the proposed development embraces these amenities to the fullest extent, while providing a needed use (senior living and care) that can function as a model for the City. Again, when we met with Mr. Rick Albee and walked the site to discuss the trees we intended to preserve Mr. Albee stated that this is one of the only times he can remember that an Applicant conducted a tree inventory prior to designing the site. 7. Flexibility in regard to lot width, required setbacks, height and off - street parking are justified by the benefits to community character and the immediate vicinity of the parcel proposed for development and the City of Clearwater as a whole. Clearly for all of the above reasons stated the flexibility requests for additional building height, setback reductions, reduction to the required number of parking spaces and reduction to the required buffers are justified and can be granted without detriment to the public good or surrounding property owners, as the project is consistent with and complementary to the existing character and uses in the immediate vicinity, is actually less intensive then uses that have existing for over 10 years, has been designed in such a manner that will preserve the natural beauty and aesthetic quality of the area and is supported by a parking sufficiency study that determined the appropriate amount of parking for the specific uses proposed to help reduce the sites impact on stormwater quality and quantity, as well as reduce the amount of heat islands effect by limited the amount of unnecessary impervious surface. Additionally, the granting of the application will not impair the intent or purpose of the zoning district, zoning code or Comprehensive Master Plan, as these uses have been contemplated by the City and the deviations requested produce an improved project over what would be produced without the requested deviations at no detriment to surrounding property owners. Finally, the proposed infill redevelopment project is consistent with the Goals, Objectives and Policies of the Future Land Use Element and Housing Element of the Comprehensive Master Plan. J:\ 02026 \02026002.00 \DOC\Permits \City of Clearwater\Residential Infill Project _app_CDB_resub_re\_requestdoc Page 8 of 12 1 9 0 1 1 r FA 1 1 A 1 1 1 1 E. STORMWATER PLAN SUBMITTAL REQUIREMENTS: (City of Clearwater Storm Drainage Design Criteria Manual and 4- 202.A.21) 9Y A STORMWATER NARRATIVE MUST BE SUBMITTED WITH ALL APPLICATIONS. All applications that involve addition or modification of impervious surface, including buildings, must include a stormwater plan that demonstrates compliance with the City of Clearwater Storm Drainage Design Criteria manual. A reduction in impervious surface area does not qualify as an exemption to this requirement. If a plan is not required, the narrative shall provide an explanation as to why the site is exempt. J� At a minimum, the STORMWATER PLAN shall include the following; Existing topography extending 50 feet beyond all property lines; Proposed grading including finished floor elevations of all structures; JW All adjacent streets and municipal storm systems; Proposed stormwater detention /retention area including top of bank, toe of slope and outlet control structure; A narrative describing the proposed stormwater control plan including all calculations and data necessary to demonstrate compliance with the City manual. Proposed stormwater detention /retention area including top of bank, toe of slope and outlet control structure; AJ Signature and seal of Florida Registered Professional Engineer on all plans and calculations. COPY OF PERMIT INQUIRY LETTER OR SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT (SWFWMD) PERMIT JW SUBMITTAL (SWFWMD approval is required prior to issuance of City Building Permit), if applicable ❑ ACKNOWLEDGEMENT OF STORMWATER PLAN REQUIREMENTS (Applicant must initial one of the following): Stormwater plan as noted above is included Stormwater plan is not required and explanation narrative is attached. At a minimum, a grading plan and finished floor elevations shall be provided. CAUTION — IF APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR A STORMWATER PLAN AND NONE HAS BEEN SUBMITTED, APPLICATION MUST BE RESUBMITTED AND SIGNIFICANT DELAY MAY OCCUR. If you have questions regarding these requirements, contact the City Public Works Administration Engineering Department at (727) 562 -4750. F. SUPPLEMENTAL SUBMITTAL REQUIREMENTS: (Code Section 4- 202.A) .� SIGNED AND SEALED SURVEY (including legal description of property) — One original and 14 copies; TREE SURVEY (including existing trees on site and within 25' of the adjacent site, by species, size (DBH 4" or greater), and location, including drip lines and indicating trees to be removed) — please design around the existing trees; Jq TREE INVENTORY; prepared by a "certified arborist ", of all trees 4" DBH or greater, reflecting size, canopy (drip lines) and condition of such trees; �C LOCATION MAP OF THE PROPERTY; PARKING DEMAND STUDY in conjunction with a request to make deviations to the parking standards (i.e. Reduce number of spaces). Prior to the submittal of this application, the methodology of such study shall be approved by the Community Development Coordinator and shall be in accordance with accepted traffic engineering principles. The findings of the study will be used in determining whether or not deviations to the parking standards are approved; SEE ATTACHMENT "D" ,A GRADING PLAN, as applicable; ❑ PRELIMINARY PLAT, as required (Note: Building permits will not be issued until evidence of recording a final plat is provided); ❑ COPY OF RECORDED PLAT, as applicable; J:102026 \02026002.00\DOCUPerrnits \City of Clearwater\Residential Infill Project _app_CDB_resub_rev_request.dx Page 9 of 12 1 1 1 u r 1 r 1 t G. SITE PLAN SUBMITTAL REQUIREMENTS: (Section 4- 202.A) JW SITE PLAN with the following information (not to exceed 24" x 36 "): Index sheet referencing individual sheets included in package; North arrow; Engineering bar scale (minimum scale one inch equals 50 feet), and date prepared; All dimensions; Footprint and size of all EXISTING buildings and structures; Footprint and size of all PROPOSED buildings and structures; All required setbacks; All existing and proposed points of access; All required sight triangles; Identification of environmentally unique areas, such as watercourses, wetlands, tree masses, and specimen trees, including description and location of understory, ground cover vegetation and wildlife habitats, etc; Location of all public and private easements; Location of all street rights -of -way within and adjacent to the site; Location of existing public and private utilities, including fire hydrants, storm and sanitary sewer lines, manholes and lift stations, gas and water lines; All parking spaces, driveways, loading areas and vehicular use areas; Depiction by shading or crosshatching of all required parking lot interior landscaped areas; Location of all solid waste containers, recycling or trash handling areas and outside mechanical equipment and all required screening {per Section 3- 201(D)(i) and Index #7011; Location of all landscape material; Location of all onsite and offsite storm -water management facilities; Location of all outdoor lighting fixtures; and Location of all existing and proposed sidewalks. SITE DATA TABLE for existing, required, and proposed development, in written/tabular form: EXISTING REQUIRED PROPOSED Land area in square feet and acres; Number of EXISTING dwelling units; Number of PROPOSED dwelling units; _ Gross floor area devoted to each use; Parking spaces: total number, presented in tabular form with the number of required spaces; Total paved area, including all paved parking spaces & driveways, _ expressed in square feet & percentage of the paved vehicular area; Official records book and page numbers of all existing utility _ easement; Building and structure heights; Impermeable surface ratio (I.S.R.); and Floor area ratio (F.A.R.) for all nonresidential uses. REDUCED COLOR SITE PLAN to scale (8' /zX 11); FOR DEVELOPMENTS OVER ONE ACRE, provide the following additional information on site plan: One -foot contours or spot elevations on site; Offsite elevations if required to evaluate the proposed stormwater management for the parcel; All open space areas; Location of all earth or water retaining walls and earth berms; Lot lines and building lines (dimensioned); Streets and drives (dimensioned); Building and structural setbacks (dimensioned); Structural overhangs; J:102026 \02026002.00\DOC \Permits \City of Clearwater\Residential Infill Project _app_CDB_resub_rev_requestdoc Page 10 of 12 1 1 1 1 1 I H. LANDSCAPING PLAN SUBMITTAL REQUIREMENTS: (Section 4- 1102.A) Ik% LANDSCAPE PLAN with the following information (not to exceed 24"x 36 "): All existing and proposed structures; Names of abutting streets; Drainage and retention areas including swales, side slopes and bottom elevations; Delineation and dimensions of all required perimeter landscape buffers; Sight visibility triangles; Delineation and dimensions of all parking areas including landscaping islands and curbing; Existing trees on -site and immediately adjacent to the site, by species, size and locations, including driplines (as indicated on required tree survey); Location, size, and quantities of all existing and proposed landscape materials, indicated by a key relating to the plant schedule; Plant schedule with a key (symbol or label) indicating the size, description, specifications, quantities, and spacing requirements of all existing and proposed landscape materials, including botanical and common names; Typical planting details for trees, palms, shrubs and ground cover plants including instructions, soil mixes, backfilling, mulching and protective measures; Interior landscaping areas hatched and /or shaded and labeled and interior landscape coverage, expressing in both square feet and percentage covered; Conditions of a previous development approval (e.g. conditions imposed by the Community Development Board); Irrigation notes. REDUCED COLOR LANDSCAPE PLAN to scale (8' /z X 11); COMPREHENSIVE LANDSCAPE PROGRAM application, as applicable. Landscape associated with the Comprehensive Landscape Program shall exceed minimum Code requirements to offset the areas where minimum Code will not be met. I. BUILDING ELEVATION PLAN SUBMITTAL REQUIREMENTS: (Section 4- 202.A.23) V BUILDING ELEVATION DRAWINGS —with the following information; All sides of all buildings; Dimensioned; Colors (provide one full sized set of colored elevations); Materials; A REDUCED BUILDING ELEVATIONS — same as above to scale on 8' /z X 11. J. SIGNAGE: (Division 19. SIGNS / Section 3 -1806) ❑ All EXISTING freestanding and attached signs; Provide photographs and dimensions (area, height, etc.), indicate whether they will be removed or to remain. ❑ All PROPOSED freestanding and attached signs; Provide details including location, size, height, colors, materials and drawing; freestanding signs shall include the street address (numerals) ❑ Comprehensive Sign Program application, as applicable (separate application and fee required). ❑ Reduced signage proposal (8' /z X 11) (color), if submitting Comprehensive Sign Program application. J: 102026 \02026DO2.00 \DOC \Permits \City of Clearwater\Residential Infill Project _app_CDB_resub_re\_request.doc Page 11 of 12 1 r • 1 t r 1 1 1 1 w K. TRAFFIC IMPACT STUDY: (Section 4- 202.A.13 and 4- 801.C) ❑ Include if required by the Traffic Operations Manager or his /her designee or if the proposed development: ■ Will degrade the acceptable level of service for any roadway as adopted in the Comprehensive Plan. • Will generate 100 or more new vehicle directional trips per hour and /or 1000 or more new vehicle trips per day. ■ Will affect a nearby roadway segment and /or intersection with five (5) reportable accidents within the prior twelve (12) month period or that is on the City's annual list of most hazardous intersections. Trip generation shall be based on the most recent edition of the Institute of Transportation Engineer's (ITE) Trip General Manual. The Traffic Impact Study must be prepared in accordance with a " Scoping Meeting" held with the Traffic Operations Manager and the Planning Department's Development Review Manager or their designee (727 - 562 -4750) Refer to Section 4 -801 C of the Community Development Code for exceptions to this requirement. Acknowledgement of traffic impact study requirements (Applicant must initial one of the following): Traffic Impact Study is included. The study must include a summary table of pre- and post - development levels of service for all roadway legs and each turning movement at all intersections identified in the Scoping Meeting. Traffic Impact Study is not required. SEE ATTACHMENT "E" FOR PROPOSED AND EXISTING TRIP GENERATION s RATES CAUTION — IF APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR A TRAFFIC IMPACT STUDY AND NONE HAS BEEN SUBMITTED, APPLICATION MUST BE RESUBMITTED AND SIGNIFICANT DELAY MAY OCCUR. If you have questions regarding these requirements, contact the City Public Works Administration Engineering Department at (727) 562- 4750. L. FIRE FLOW CALCULATIONS/ WATER STUDY: Provide Fire Flow Calculations. Water Study by a FIRE PROTECTION ENGINEER to assure an adequate water supply is available and to determine if any upgrades are required by the developer due to the impact of this project. The water supply must be able to support the needs of any required fire sprinkler, standpipe and/or fire pump. If a fire pump is required the water supply must be able to supply 150% of its rated capacity. Compliance with the 2004 Florida Fire Prevention Code to include NFPA 13, MFPA 14, NFPA 20, NFPA 291, and MFPA 1142 (Annex H) is required. Ackn ledgement of fire flow calculations/water study requirements (Applicant must initial one of the following): Fire Flow Calculations/Water Study is included. SEE ATTACHMENT "G Fire Flow Calculations/Water Study is not required. CAUTION — IF APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR A FIRE FLOW CALCULATIONS/ WATER STUDY AND NONE HAS BEEN SUBMITTED, APPLICATION MUST BE RESUBMITTED AND SIGNIFICANT DELAY MAY OCCUR. If you have questions regarding these requirements, contact the City Fire Prevention Department at (727) 562 -4334. M. SIGNATURE: I, the undersigned, acknowledge that all representations made in this application are true and accurate to the best of my knowledge and authorize City representatives to visit and photograph the property described in this application. Signature of property owner or representative STATE OF FLORIDA, COUNTY OF PINELLAS S\, orn t and subscribed before me this +114-day of Ae E, r-- A.D. 20 nd /or by who i ersonally known has produced as identification. ary public, commission J:\ 02026 \02026002.00 \DOC \Permits \City of Clearwater\Residential Infill IPage 12 of 12 Diane McKibben Commission DD 1 • i 1 r 1 1 1 1 1 N. AFFIDAVIT TO AUTHORIZE AGENT: 1. Provide names of ALL property owners on deed — please PRINT full names: BVG Acquisition Inc.- 4300 N.W. 89" Blvd., Gainesville, FL 32606 -0749 2. That (I am/we are) the owner(s) and record title holder(s) of the following described property (address or general location): 2855 Gulf to Bay Blvd (17/29116/03006 1000 /0200) BASKIN'S REPLAT RESUB PT OF LOT 2 DESC FROM NE COR OF LOT 1 TH E 60FT & S 19OFT FOR POB TH E 135.2FT (short legal) 3. That this property constitutes the property for which a request for a: (describe request) Residential Infill Site Plan Application has been submitted to redevelop a majority portion of the existing campus to allow for new Skilled Nursing, Assisted Living, Memory Support and Independent Living units 3. That the undersigned (has/have) appointed and (does /do) appoint: Marc A. Mariano and /or Bryan L. Zadenga of TBE Group, Inc. located at 380 Park Place Blvd. Clearwater FL 33759 as (his /their) agent(s) to execute any petitions or other documents necessary to affect such petition; 4. That this affidavit has been executed to induce the City of Clearwater, Florida to consider and act on the above described property; 5. That site visits to the property are necessary by City representatives in order to process this application and the owner authorizes City representatives to visit and photograph the property described in this application; j� 6. That (Uwe), the undersigned authority, hereby certify that the foregoing is ©e as d correct -y't�" ' " roperty Q1Wner Property Owner Property Owner STATE OF FLORIDA, COUNTY OF PINELLAS Before me the undersigned, an officer duly commissioned by the laws of the State of\Flonda, on this c3 rD( day of \L t1 c�d0�( personaily appeared y5_�Pr,�ff� j •G� �'S�� who having been first duly sworn Deposes and says that he /she fully understands the contents )of that he /she signed. .......................... Notary Public Signature NANCY B. RUSSELL ;'p,,.,, Gomm# DD042t3CS7 My Commission Expires: Exi;ires WtJ200� Bonded thru t1432iZbi� Fonda Notary Assn, HIC ..............................o Notary Seal /Stamp 1 n u 0 1 °Clearwater • Planning Department 100 South Myrtle Avenue Clearwater, Florida 33756 Telephone: 727 - 562 -4567 Fax: 727 - 562 -4865 ❑ SUBMIT ORIGINAL SIGNED AND NOTARIZED APPLICATION ❑ SUBMIT 14 COPIES OF THE ORIGINAL APPLICATION - Plans and application are required to be collated, stapled, and folded into sets ❑ SUBMIT FIRE PRELIMARY SITE PLAN: N/A ❑ SUBMIT APPLICATION FEE $ N/A * NOTE: 15 TOTAL SETS OF INFORMATION REQUIRED (APPLICATIONS PLUS SITE PLAN SETS) FLEXIBLE DEVELOPMENT APPLICATION Comprehensive Infill Project (Revised 04/24/2007) PLEASE TYPE OR PRINT— A. APPLICANT, PROPERTY OWNER AND AGENT INFORMATION: (Code Section 4- 202.A) APPLICANT NAME: MAILING ADDRESS: PHONE NUMBER: CELL NUMBER: PROPERTY OWNER(S): List ALL owners on the deed AGENT NAME: MAILING ADDRESS: PHONE NUMBER: CELL NUMBER: BVG Acquisitions Inc. 4300 N.W. 89n Blvd, Gainesville, FL 32606 352.337.8686 FAX NUMBER: 352.337.8610 n/a EMAIL: n/a BVG Acauisitions Inc. 4300 N.W. 89' Blvd, Gainesville, FL 32606 1 Marc Mariano, AICP, PP and/or Bryan Zarlenga, PE TBE Group Inc. 380 Park Place Blvd. Clearwater, FL 33759 727.431.1605 FAX NUMBER: 727.431.1777 727.492.6750 EMAIL: mmariano(a)tl B. PROPOSED DEVELOPMENT INFORMATION: (Code Section 4- 202.A) PROJECT NAME: Bella Terra on the Bay PROJECT VALUATION: $ 75,000,000 STREET ADDRESS 2855 Gulf to Bay Blvd PARCEL NUMBER(S): 17/29/16/03006/000 /0200 PARCEL SIZE (acres): 31.12 PARCEL SIZE (square feet): 1,355,587 LEGAL BASKIN'S REPLAT RESUB PT OF LOT 2 DESC FROM NE COR OF LOT 1 TH E DESCRIPTION: 60FT & S 190FT FOR POB TH E 135.2FT (short legal) See Attachment "A" for Full Legal Infill redevelopment of a 19.2 -acre portion of an existing 31.12 -acre senior living campus. Total Proposed New Uses - 156 Independent Living Units, 40 Nursing Home PROPOSED USE(S): Beds & 76 Assisted Living Beds. 138 of the Independent Living Units, the 40 Nursing Home Beds & 76 Assisted Living Beds will be located in one (1) primary building; while 18 Independent Living Units will be located in nine (9) duplex cottages. Uses To Remain — 94 Assisted Living Beds and 73 Independent Living Units J: 102026 \02026002.00 \DOC\Pennits \City of Clearwater\Comp_ Infill_ app _CDB_submittal_rev_request.doc Page 1 of 2 Flexible Development approval for the redevelopment of the overall 31.12 acre - property zoned Commercial (C) District, Office (0) District and proposed Medium High Density Residential (MHDR) District (companion rezoning Case No. REZ2008- 07007) to permit a total of 229 attached dwellings (Independent Living Units) (73 units existing to remain; 156 units proposed), a total of 40 nursing home beds (proposed) and a total of 170 beds of assisted living facility (94 beds existing to remain; 76 beds proposed); (A) In the Commercial (C) District with a lot area of 2.45 acres, a lot width of 200 feet along Gulf to Bay Blvd (north) and a total of 210 ft along Cross Blvd, a front (north) setback along Gulf to Bay Blvd of 4 ft (to existing sign) and 28 ft (to existing pavement), a front (east) setback 1 along Cross Blvd of one -foot (to existing pavement), a front (north) setback along Cross Blvd of 25 ft (to proposed guardhouse), a side (east) setback of 5 feet (to existing DESCRIPTION OF REQUEST: pavement), a side (west) setback of 2 feet (to existing pavement), a side (north) setback of Specifically identify the request zero feet (to existing pavement) and a building height of 81 ft (to roof deck of existing (include number of units or square footage of non- assisted living facility building), as a Comprehensive Infill Redevelopment Project in the residential use and all Commercial (C) District, under the provisions of Sec. 2- 704.C; (B) In the proposed Medium requested code deviations; e.g. High Density Residential (MHDR) District with a lot area of 28.33 acres, a lot width along ' reduction in required number of Sky Harbor Dr. of 282 ft, a reduction to the front (west) setback along Sky Harbor Dr. from parking spaces, specific use, etc.) 25 to 21 ft (to existing building), a reduction to the side (east) setback from 10 to 5 ft (to existing pavement), a reduction to the side (west) setback at the southeast corner of the adjacent nursing home parcel from 10 to 5 ft (to proposed pavement), an increase to building height from 30 to 82 ft (to top of roof of proposed building) and a reduction to the required number of parking spaces from 583 to 426 parking spaces, as a Residential Infill Project under the provisions of Sec. 2- 304.G; and (C) Reductions to perimeter buffers ' along Cross Blvd (east) from 10 ft to one -foot (to existing pavement), along the east side from 7 to 5 ft (to existing pavement), along the west side from 5 to 2 ft (to existing pavement), along the north side from 10 ft to zero ft (to existing pavement) and at the southeast corner of the adjacent nursing home parcel from 10 ft to 5 ft (to proposed pavement), as a Comprehensive Landscape Program under the provisions of Sec. 3- 1202.G. C. SIGNATURE: 0 n I, the undersigned, acknowledge that all representations made in this application are true and accurate to the best of my knowledge and authorize City representatives to visit and photograph he I operty described in this application. the I/t Signature of propertTowner or representative STATE OF FLORIDA, COUNTY OF PINELLAS S�ygm o nd subscribed before me this % day of V =b C'_ A.D. 20 0 to me and /or by , who ' ersonall known has produced nb v,o e9� S P as identification. c / to public, My commission expires: J:\ 02026 \02026002.00\DOC \Permits \City of Clearwater\Comp_ Infll_app CDB_submittal_rey_request.doc I Page 2 of 2 Commission DD 800916 Expires August 14, 2012 lIffoled 7M TMy F& ftnM WNW701e r I'. 0 arwater U 0 Planning Department 100 South Myrtle Avenue Clearwater, Florida 33756 Telephone: 727 -562 -4567 Fax: 727 - 562 -4865 ❑ SUBMIT ORIGINAL SIGNED AND NOTARIZED APPLICATION ❑ SUBMIT 14 COPIES OF THE ORIGINAL APPLICATION -Plans and application are required to be collated, stapled and folded into sets CASE NUMBER: RECEIVED BY (Staff Initials): DATE RECEIVED: NOTE: A TOTAL OF 15 SETS OF THIS APPLICATION AND ALL SUPPORTING DOCUMENTATION IS REQUIRED TO BE SUBMITTED IN CONJUNCTION WITH A COMPLETE LEVEL ONE OR LEVEL TWO APPLICATION. COMPREHENSIVE LANDSCAPE PROGRAM (Revised 04/24/2007) PLEASE TYPE OR PRINT— APPLICANT, PROPERTY OWNER AND AGENT INFORMATION: (Code Section 4- 202.A) APPLICANT NAME: MAILING ADDRESS PHONE NUMBER: CELL NUMBER: PROPERTY OWNER(S) List ALL owners on the deed AGENT NAME: MAILING ADDRESS PHONE NUMBER: CELL NUMBER: 1. ARCHITECTURAL THEME: BVG Acquisition Inc. 4300 N.W. 89"' Blvd, Gainesville, FL 32606 352.337.8686 FAX NUMBER: 352.337.8610 n/a EMAIL: n/a BVG Acquisition Inc. 4300 N.W. 89" Blvd, Gainesville, FL 32606 Marc Mariano, AICP, PP and/or Bryan Zarlenga, PE TBE Group Inc. 380 Park Place Blvd. Clearwater, FL 33759 727.431.1605 FAX NUMBER: 727.431.1777 727.492.6750 EMAIL: mmariano(d)tbearoup.com a. The landscaping in a Comprehensive Landscape Program shall be designed as a part of the architectural theme of the principal buildings proposed or developed on the parcel proposed for the development. The proposed landscaping has been designed to compliment the architectural theme of the principal buildings proposed. Palms and shade trees will offset the height of the building and help to blend it with the existing mature tree canopy. A large enclosed courtyard, pool deck, and memory garden will provide interesting landscaped spaces in and around the building, taking advantage of the unique topography and providing both active and passive recreation areas for residents. OR b. The design, character, location and /or materials of the landscape treatment proposed in the Comprehensive Landscape Program shall be demonstrably more attractive than landscaping otherwise permitted on the parcel proposed for development under the minimum landscape standards. 2. COMMUNITY CHARACTER: The landscape treatment proposed in the Comprehensive Landscape Program will enhance the community character of the City of Clearwater. J: 102026102026002 .001DOCIPermitslCity of ClearwaterlComp Landscape_app CDB Submittal rev_request.doc Page 1 of 3 Canopy coverage is an important community characteristic to the City of Clearwater. The proposed landscape takes special measures to preserve over 60% of the existing canopy. In addition, new trees, 64% of which are canopy trees, have been strategically placed in the landscape design to enhance the Bella Terra campus and replace the canopy that will be lost during development. The main entrance to the campus will be given a face lift with an updated sign and new landscaping. These improvements will enhance the aesthetic value along the S.R. 60 corridor. 3. PROPERTY VALISES: The landscape treatment proposed in the Comprehensive Landscape Program will have a beneficial impact on the value of the property in the immediate vicinity of the parcel proposed for development. The required landscape buffers were a challenge to meet with the sites existing features and unusual property boundary. However, adequate ' landscaping was provided for most of the boundary's with a few exceptions. These exceptions are called out on the Landscape Calculations exhibit, sheet L3.11. Due to the existing location of Cross Boulevard; the required 7' buffer (with decorative fence) requirement was not met along the east property line. Instead, the existing five foot wide area will contain a decorative fence, and a 3' hedgerow. Trees were only proposed along a 100' section of this buffer because existing canopy in the adjacent property covers the nearly the entire length. The remaining trees that were required along this buffer were placed elsewhere in the site. The landscape improvements proposed around the cottages that will be directly adjacent to this property will be aesthetically pleasing and well- maintained for the neighbors viewing. iThe property line along the south edge stretches across the bay and adequate landscaping was provided for the buffer requirement along the west property line. Due to the existing sidewalk and cottage locations along the northern edge of the existing adjacent nursing home, the 10 foot buffer requirement can not be met. To amend this situation, more than adequate landscaping has been provided along the other two property edges that meet the facility. Furthermore, the Harbor Woods will benefit from new landscape improvements across the Bella Terra Campus. Ornamental and canopy trees, shrubs and groundcover will be planted along the decorative fence in a cohesive pattern, creating a pleasing 1 view from the windows of the adjacent land owners. Additionally, the required 10 foot landscape buffer at the southeasterly corner of the Harbour Wood facility is not able to be met due to a re- aligned Loving Lane. However, currently no buffer or screening exists between the 2 facilities and as a result of this application a minimum 5 foot buffer will be provided and will include landscaping and decorative fencing. An updated landscape treatment has been proposed at the secondary entrance to the property at Sky Harbor Drive. Along the northern edge of the property boundary, existing creeks and drainage swales and existing power lines created several areas where canopy trees and shrubs could not be provided. However, the required trees along that edge have been place throughout the site in other areas and the Owner understands that as a condition of approval all future development in areas not included as part of this proposed application shall conform to code buffer requirements at the time of redevelopment. Therefore the shrub requirement will proposed along the existing chainlink fence throughout this area providing a buffer between the commercial zone and the existing residents when that future development takes place. Overall, the trees required in the mentioned buffers have been provided, if not directly in the buffers, then across the campus in other areas on the plan. Special measures have been taken to preserve the existing beauty of the campus and its invaluable existing tree canopy. The proposed landscape improvements will add to and accentuate that existing beauty. A waiver is being requested for the requirement of wheel stops in existing parking spaces. The appropriate wheel stops have been placed in all the necessary proposed parking spaces. The Owner has future redevelopment plans in the locations of existing parking areas and understands that any development of those areas will need to fully conform to code at the time of development. (See Site Plan Application #FLD2008 -0512 for all site conditions) 4. SPECIAL AREA OR SCENIC CORRIDOR PLAN: The landscape treatment proposed in the Comprehensive Landscape Program is consistent with any special area or scenic corridor plan which the City of Clearwater has prepared and adopted for the area in which the parcel proposed for development is located. N/A J: 102026102026002.000OCIPermitsl City of ClearwaterlComp Landscape_app CDB_Submittal rev_ request. doc Page 2 of 3 t Fj THE LANDSCAPING REQUIREMENTS OF AVICLE 3, DIVISION 12 MAY BE WAIVED OR MODIFIED AS A PART OF A LEVEL ONE OR LEVEL TWO APPLICATION, AS THE CASE MAY BE, IF THE APPLICATION FOR DEVELOPMENT APPROVAL INCLUDES A COMPREHENSIVE LANDSCAPE PROGRAM, WHICH SATISFIES THE ABOVE CRITERIA. THE USE OF LANDSCAPE PLANS, SECTIONS / ELEVATIONS, RENDERINGS AND PERSPECTIVES MAY BE NECESSARY TO SUPPLEMENT THE INFORMATION PROVIDED ON THIS WORKSHEET. SIGNATURE: I, the undersigned, acknowledge that all representations made in this application are true and accurate to the best of my knowledge and a thorize City representatives to visit and photograph the pr erty describ in this application. Signature of p perty ow her 4 repres—ebtative STATE OF FLORIDA, COUNTY OF PINELLAS Sworn to and subscribed before me this j ?-/t—day of 020WSa4,0 e— A.D. 20giersonally ®- nd /or by who known as produced `,r yOr 's � i c s identification. ota public, mmission expires: Commission DD 800916 Expires August 14, 2012 8wded Tfnu Troy Fan Insurance 8003857019 J: 102026102026002 .00IDOCIPer77itslCity of CleanvaterlComp Landscape app CDB Submittal rev_request.doc Page 3 of 3 1 0 0 1 Attachment "A" BASKIN'S REPLAT RESUB PT OF LOT 2 DESC FROM NE COR OF LOT 1 TH E 60FT & S 190FT FOR POB TH E 135.2FT TH S42DE 34.61FT TH N48DE 100.1FT TH E 912.88FT TH N 150FT TH E 20OFT TH S 150.02FT TH E 60.02FT TH S 1031.83FT TH S34DW 672.87 FT TH N39DW 819FT(S) TH N51DE 52.16FT TH N34DW 40 FT TH N14DE 21.51FT TH N51DE 154.86FT TH N61DE 4.55FT TH N39DE 27.26FT TH N42DW 67.34FT TH N31DW 141.97FT TH N27DW 181.44FT TH S42DW 113.46FT TH S82DW 112.08FT TH N28DW 13.51FT TH S66DW 25.55FT TH N23DW 34.80FT TH S62DW 88.09FT TH N39DW 262FT(S) TH N 278FT(S) TO POB & ADJ SUBM LAND ON SE 1 f t 1 J :N02026\02026002.00\DOC\Permits \City of Clearwater \AttachmentA_Legal_desc.doc Cam: Attachment "B" Request for Setback & Landscape Buffer Encroachments Commercial Zone 1. A reduction to the front (north) setback along Gulf to Bay Blvd from five to four feet (to existing sign), 2. A reduction to the front (east) setback along Cross Blvd from 25 feet to one -foot (to existing pavement), 3. A reduction to the side (east) setback from 10 to five feet (to existing pavement), 4. A reduction to the side (west) setback from 10 to two feet (to existing pavement), 5. A reduction to the side (north) setback from 10 to zero feet (to existing pavement), and 6. An increase to building height from 25 to 81 feet (to roof deck of existing assisted living facility building). Medium High Density Residential (proposed) 1. A reduction to the front (west) setback along Sky Harbor Drive from 25 to 21 feet (to existing building), 2. A reduction to the side (east) setback along Cross Blvd from 10 feet to 5 feet (to existing pavement), 3. A reduction to the side (west) setback along the southeasterly property line of the adjacent nursing home facility from 10 feet to five feet (to proposed pavement), 4. An increase to building height from 30 to 82 feet (to top of roof for proposed building), 5. A reduction to the required number of parking spaces from 581 to 426 parking spaces, and * *See Site Plan Sheet SC3.09 for a location of proposed setback encroachments. Landscape Buffer Encroachment 1. Along Cross Blvd (east) from 10 feet to one -foot (to existing pavement), 2. Along the east side from seven to five feet (to existing pavement), 3. Along the west side from five to two feet (to existing pavement), 4. Along the north side from 10 feet to zero feet (to existing building and pavement) and 5. At the southeasterly corner of the adjacent nursing home parcel from 10 feet to five feet. * *See Landscape Plan Sheet L3.11 for a location of proposed buffer encroachments. J : \02026\02026002.00\DOC\Permits \City of Clearwater\AttachmentB_sctback listdoc t 172916 - 03006 - -200 Property A p�83 Ps Parcel Identificap $umber(s) y. t. SPECIAL WARRANTY DEED he Grantor, r.orton Plant Mease Life Services, -Inc., a Florida not- for -profit coiTo�ation (da Bayview Gardens, successor by merger to Bayview Gardens Inc% - sing, Inc., Congregational house, Inc., and Morton Plant Life Services, Inc. }, rwhse mailing address is 300 Pinellas Street, Clearwater, FL 33756, in i3 isideration of ten dollars and other valuable considerations received from the ;; ��iantee, hereby grants and conveys to the Grantee, BVG Acquisition Inc., a Florida dot -for -profit corporation, whose mailing address is 4300 N. W. 89th Blvd., Gainesville, FL 32606 -0749, the real property in Pinellas County, Florida, described on attached Exhibit A. As against all persons claiming by, through, or under the Grantor, the Grantor hereby covenants that the property is free of all encumbrances, subject to lien for real estate taxes not yet due and payable and to all other matters set forth on attached Exhibit B, that lawful seisin of and good right to convey the property are vested in the Grantor, and that the Grantor hereby fully warrants the title to the property and will defend the same against the lawful claims of all persons claiming by, through, or under the Grantor. Dated this J, day Of �fgkhs 2006. Signed in the presence of two with nns _ % 1 ! `U Morton Plant Mease Life Services, Inc. k 11 a • a Florida not - for -profit corporation - By: Cf!5� wt t e, re Denton W. Crockett, Jr.,. as its President �� 1t 0 �� ac M1 n Cis I0: 2006049711 BK: 14922 PG: 1724, 02/09/2006 at 11:33 AM, RECORDING 4 PAGES $35.50 D DOC STAMP COLLECTION $118300.00 KEN BURKE, CLERK OF COURT PINELLAS COUNTY, FL BY DEPUTY CLERK: CLKDU04 35 sO , 0* 6D 90 This instrument prepared by +1 1 Samuel P. Queirolo� HOLLAND & ENIGH', LLP P. O. Box 1288 Tampa, FL 33112$8 t 172916 - 03006 - -200 Property A p�83 Ps Parcel Identificap $umber(s) y. t. SPECIAL WARRANTY DEED he Grantor, r.orton Plant Mease Life Services, -Inc., a Florida not- for -profit coiTo�ation (da Bayview Gardens, successor by merger to Bayview Gardens Inc% - sing, Inc., Congregational house, Inc., and Morton Plant Life Services, Inc. }, rwhse mailing address is 300 Pinellas Street, Clearwater, FL 33756, in i3 isideration of ten dollars and other valuable considerations received from the ;; ��iantee, hereby grants and conveys to the Grantee, BVG Acquisition Inc., a Florida dot -for -profit corporation, whose mailing address is 4300 N. W. 89th Blvd., Gainesville, FL 32606 -0749, the real property in Pinellas County, Florida, described on attached Exhibit A. As against all persons claiming by, through, or under the Grantor, the Grantor hereby covenants that the property is free of all encumbrances, subject to lien for real estate taxes not yet due and payable and to all other matters set forth on attached Exhibit B, that lawful seisin of and good right to convey the property are vested in the Grantor, and that the Grantor hereby fully warrants the title to the property and will defend the same against the lawful claims of all persons claiming by, through, or under the Grantor. Dated this J, day Of �fgkhs 2006. Signed in the presence of two with nns _ % 1 ! `U Morton Plant Mease Life Services, Inc. k 11 a • a Florida not - for -profit corporation - By: Cf!5� wt t e, re Denton W. Crockett, Jr.,. as its President PINELLAS COUNTY FL OFF, REC, BK 14922 PG 1725 STATE OF FLORIDA COUNTYOF The foregoing instrument was acImowledged before me this day of 3ant.'r-oy_ 206.,'. ;by Denton W. Crockett, Jr., as President of Morton Plant Mease We Ses,F`` Inc:, a Florida not - for -profit corporation, d/b/a Bayview Gardens, succe Qi/ y merger to Bayview Gardens Housing, Inc., Congregational House, Inc., 44d`taorton Plant Life Services, Inc., on behalf of the not - for -profit corporation('./ �e or she is personally known to me/has produced s 4:4 dnr•ks�- arp� •� as identification. (SEAL) Printed/Typed ame: t ` t Notary Public -State of ` Commission Number: My Commission Expires: # 3524970 vi I'y FAW 2 PINELLAS COUNTY FL OFF, REC, BK 14922 PG 1726 EXHIBIT A Parcel No, 1: A tract of land lying within Section 17, Township 29 South, Range 16 East, Pinellas County, Florida, and being more particulai.01esei'bed as follows: Commence at the Northweqsy6mer of Block 2 of "A RESUB OF BASKIN'S REPLAT", as recorded in Plat Book 24, page Zo llie Public Records of Pinellas County, Florida; thence North 890 46'01" East along the North iii e U skid Block 2, 1206.41 feet for a POINT OF BEGINNING; thence continue North 89' 46' 01" Ea*tatliice of 200.00 feet; thence leaving said line South 00° 37' 03" West a distance of 150.02 feet; t1*ae;Vorth 89' 46' 01" East a distance of 60.01 feet; thence South 00' 37'03" West a distance of6QQfeet; thence South 89' 46 01" West a distance of 191.21 feet; thence North 38' 27'39" West a disth of 330.94 feet; thence North 89' 46'01" East a distance of 139.84 feet; thence North 00' 37'03" EWj.i §6mce of 150.02 feet to the POINT OF BEGINNING. Parcelc�2 A tract tend lying within Section 17, Township 29 South, Range 16 East, Pinellas County, Florida, and being mo e 'particularly described as follows: Goiiunevt a at the Northwest corner of Block 2 of "A RESUB OF BASKIN'S REPLAT ", as recorded in �Iat Book 24, page 42, of the Public Records of Pinellas County, Florida, thence North 89° 46'01" East i :%alongthe North line of said Block 2, 1206.41 feet; thence continue North 89° 46'01" East a distance of feet; thence leaving said line South 00° 3T 03" West a distance of 150.02 feet; thence North 8 ` '�'46' Ol" East a distance of 60.01 feet; thence South 00' 37103" West a distance of 260.00 feet for a -POINT OF BEGINNING; thence continue South 00' 37103" West a distance of 967.93 feet; thence South 69' 21'231 West a distance of 314.28 feet; thence South 52' 28' 54" West a distance of 215.00 feet; thence North 39° 01' 06" West a distance of 654.81 feet; thence North 50' 58'50" East a distance of 52.16 feet; thence North 34' 14' 53" West a distance of 40.00 feet; thence North 13' 41'04" East a distance of 21.51 feet; thence North 50° 45' 48 "- East a distance of 154.86 feet; thence North 61' 21'53" East a distance of 4.55 feet; thence North 39' 11'48" East a distance of 22.26 feet; thence North 42' 12'55" West a distance of 67.34 feet; thence North 31' 09' 17" West a distance of 141.97 feet; thence North 27° 02'41" West a distance of 181.44 feet; thence South 42' OT 22" West a distance of 113.46 feet; thence South 82' 16 09" West a distance of 112.08 feet; thence North 27' 46'45" West a distance of 13.51 feet; thence South 65' 46' 35" West a distance of 25.55 feet; thence North 23' 27'38" West a distance of 34.80 feet; thence South 62° 09'34" West a distance of 88.09 feet; thence North 39' 01'06" West a distance of 260.77 feet; thence North 00' 13'59" West a distance of 282.35 feet; thence North 89° 46'01" East a distance of 135.20 feet; thence South 4 P 34150" East a distance of 34.65 feet; thence North 48° 24' 08" East a distance of 99.89 feet; thence North 89' 46 01" East a distance of 77129 feet; thence South 38' 27' 39" East a distance of 330.94 feet; thence North 89' 46' O 1" East a distance of 191.21 feet to the POINT OF BEGINNING. Parcel No. 3: Non - Exclusive perpetual casement(s) for ingress, egress, and utilities as set forth in Declaration of Non - Exclusive Easements and Maintenance Agreement, recorded in Official Records Book 11602, Page 1568, of the Public Records of Pinellas County, Florida. PINELLAS COUNTY FL OFF. REC, BK 14922 PG 1727 " EXHIBIT B 1. Easement(s) grante8-to the City of Clearwater recorded July 2, 1963, in Official Records Book 1712, Page 'af the Public Records of Pinellas County, Florida. 2. Easement(s)'=*apUd to the City of Clearwater recorded June 16, 1965, in Official Records Book,2,174; Page 498, of the Public Records of Pinellas County, Florida. 4 1. R, 3. Easement(s�) Jted to the City of Clearwater recorded September 9, 1965, in Official Records B66"224, Page 664, of the Public Records of Pinellas County, Florida. 4. Easez}ne�nt�(s granted to Florida Power and Light Company recorded October 22, 1965, in Ofi'}c1 1 Ft rds Book 2262, Page 636, of the Public Records of Pinellas County, Florida. 5. Ed t{s) granted to Florida Power Corporation recorded July 12, 1966, in Official cam_ Book 2419, Page 250, of the Public Records of Pinellas County, Florida. ' v. 6. t E`aseriient(s) granted to Florida Power Corporation recorded November 14, 1973, in vial Records Book 4103, Page 53, of the Public Records of Pinellas County, Florida. 7. ; `_, `,Easement(s) granted to the City of Clearwater recorded July 15, 1975 in Official Records ; . ook 4309, Page 63, of the Public Records of Pinellas County, Florida. 8 Terms, covenants, conditions and other matters contained in the Cable Lease Agreement .,..�•, ; rewrded January 6, 1984, in Official Records Book 5677, Page 101, of the Public Records of Pinellas County, Florida. Easement(s) granted to Florida Power Corporation recorded December 1, 1995 in Official Records Book 9180, Page 611, of the Public Records of Pinellas County, Florida. 10. Easement(s) granted to the City of Clearwater recorded December 14, 1985, in Official Records Book 9192, Page 2174, of the Public Records of Pinellas County, Florida. 11. Easement(s) granted to the City of Clearwater recorded August 21, 1996 in Official Records Book 9440, Page 506, of the Public Records of Pinellas County, Florida. 12. Terms, covenants, conditions, easement(s) and other matters contained in the Declaration of Non - Exclusive Easements and Maintenance Agreement recorded October 1, 2001, in Official Records Book 11602, Page 1568, of the Public Records of Pinellas County, Florida. 13. Terms, covenants, conditions, easement(s) and other matters contained in the Declaration of Non - Exclusive Cross Access Easements and Maintenance Agreement recorded February 8, 2002, in Official Records Book 11881, Page 868, of the Public Records of Pinellas County, Florida. 14. Terms, covenants, conditions and other matters contained in the Easement Agreement recorded May 28, 2002, in Official Records Book 12023, Page 1386, of the Public Records of Pinellas County, Florida. 15. Easement(s) as disclosed by document recorded December 27, 1967, in Official Records Book 2741, Page 742, of the Public Records of Pinellas County, Florida. 1 r 1-1 1 1 1 t ALTA/.ACSM LAND TITLE SURVEY SECTION 17, TOWNSHIP 2� SOUTH, RANGE 16 )=AST CITY O� GLEARWATf =R, PIN�LL_AS COUNTY, F=1_ORIE::>A EASEMENT LIST- 5. rights, if any, of the public to use as a public beach or recreational area, any part of the land lying between the body of water abutting said burl any in Schedule A and the natural line of vegetation, bluff, extreme high watu line or ether apparent boundary separating the P used area from the upland private area, and any right of access thereto. Applies *and Affects subject property, nothing to plot 7. Any claim to any portion of the wand described in Schedule A which Has below the mean high water line of Tampa 8ay and other adjacent waters, if any. Applies and Affects subject property, nothing to plot. 8 As to any portion of the promises herein described which is (a) submerged land or is (b) artificially filled in land, artificially exposed land, or any land accreted thereto, in what was formerly navigable waters, this Commitment or Policy iI subject to the right of the United Stotes government arising by reason of its eontral over navigable waters in the trlterest of navigation and commerce. Applies and Affects subject property, nothing to plot 9. Eosernant(s) granted to the City of Clearwater recorded July 2, 1963, in Official Records Book 1712, Page 345, of the Public Records of Pinellas County, Florida. Applies and Affects subject property as shown. 10 Eosement(s) granted to the City of Clearwater recorded July 18, 1963, In Official Records Book 1721, Poge 715, of the Public Records of Pinellas County, Florida. Does not Apply or Affect subject property. 11 Declaration of Easement recorded October S. 1964, in Official Records Book 2014, Page 702, of the Public Records of Pinellas County. Florida. Applies and Affects subject property as shown. - 12 Eosement(s) granted to the City of Clearwater recorded June 16, 1965, in Official Records Book 2174, page 498, of the Public Records of Pinellas County, Florida_ Applies and Affects subject property, blanket in nature. 13 Eusernonl(s) granted to the City of Clearwater recorded September 9, 1965, in Official Records Book 2224, Page 664, of the Public Records of Pineilos County, Florida. Applies and Affects subject property blanket in nature. 14 Eosement(s) granted to Florida Power and Light Compony recorded C,cl.uer 2.2-i965, in Official ReCarOS GOOK 'L'G�L, Page b.58, 01 the Public Records of Pinellas County, Florida. Applies and Affects subject property, blanket in nature. 15 Eosement(s) granted to Florida Power Corporation recorded July 12, 1966, in Official Records Book 2419, Page 780, of the Public Records of Pinellas County, Florida. Applies and Affects subject property, blanket In nature. - 16 Easement(s) granted to Florida Power Corporation recorded November 14, 1973, in Official Records Book 4103, Page 53, of the Public Records of Pin ellos County, Florida. Applies and Affects subject property, blanket in nature. 17 Easement(s) granted to the City of Clearwater recorded July 15, 1975 in Official Records Book 4309, Page 63, of the Public Records of Pinellas County, Florida. Applies and Affects subject property as shown - 18 Terms, covenants, conditions and other matte eontnine4 in the Cable Lease Agreement recorded January 6, 1984, in Official Records Book 5677, Page 101, of the Public Records of Pinellas County, Florida. Applies and Affects subject property, blanket in nature. 19 Terms, covanants, conditions and other matters contained In the Regulatory Agreement recorded November 3, 1986, In Official Records Book 6352, Poge 159, of the Public Records of Pinellas County, Florida. Not o survey matter 20 Easement(.) granted to Florida Power Corporation recorded December 1, 1995 in Official Records Book 9180, Poge 511, of the Public Records of Pinellas County, Florida- Applies and Affects subject property, blanket In nature. 21 Easements) granted to the City of Clearwater recorded December 14, 1985, in Official Records BOak 9192, Page 2174, of the Public Records of Pinellas County, Florida. Applies and Affects subject property as shown. 22 Easement(.) granted to the City of Clearwater recorded August 21, 1996 In Official Records Hook 9440, Poge 506, 01 the Public Records of Pinellas County, Florida. Applies end Affects subject property, blanket in n atu,.- 23 Terms, covenants, conditions, easements) and other matters contained in the Declaration of Non — Exclusive Easements and Maintenance Agreement recorded October 1, 2001, In Official Records Book 11602. Page 1568. of the Public Records of Pinellas County, Florida. Applies and Affects subject property as shown 24 Terms, covenants, conditions, easement(s) and other matters contain e d In the Declaration of Non — Exclusive Cross Access Easements and Maintenance Agreement recorded February 8, 2002, in Official Records Bock 11831, Page 868, of the Public Records of Pinellas County, Florida. Applies and Affects subject property, blanket in nature. 25 Terms, covenants, conditions am) other not contained In the Eoserr ant Agreement recorded May 28, 2002, I- Official Records Book 12023, Page 1386, of the Public Records of Pinellas County. Florida. Applies and Affects subject property as shown 27 Easements as disclosed by document recorded December 27, 1967, in Official Records Book 2741, Page 742, of the Public Records of Pinellas County. Florida. Applies and Affects subject property as shown . BAYVIEW GARDENS DREW STREET . er GULF TO BAY BOULEVARD SR 60 CMIFITHEy{JS9'VaL oe CAUSEW&Y ' � m 3 w � _n _ s 9TE eEtt:AM RM OLD TAMPA BAY V I I " I TY QU A A F- SURVEYOR'S NOTES: 1.) The dca ki w mntm,ed Imam deaoA am piaP y !e R•N h aim, atl. horror. �a,pmy rsmNhm.hl Ma. 2005061711 call &wart 19L 2005. 2.) e.miqi aewi m new E. On. e Sub).A Poml wd Mn - -W37'a3'r_ W w& 1) Ne yobk .ddm— d a M.,W ,, bwid gu.1d..we )maid <n de. at s.dvey 4) 0- -hiv'd We wwP ly 6 wbl.4 la arw,;m d OW ad k amt �asa.d .r Ir -pawl by thk ,..A . 1) lhk --ir y'e'a .07 d- & -dw,., —irka— and —ft PaaldM to Wo Swwyar. It k 1 mbk 1h.rnr ira auw r.md.d hs6hn..nl..rykh may anal ad. W.Part, a) ih. Wq wny .Iwwe harm app n, to b. I. Flee, Imes -t AE u,d W-. pw FM Nn 121030 012M dakd 9/3/2001 LEGAL DESCRIPTION- Percef No. 1: - A tract of land lying within Section 17, Township 29 South, Range 16 East. Pinellas County, Florida, and being mote particularly described as fellows Commence at the Northwest comer of Block 2 of "A RESUB OF BASKINS REPL.Ar, as recorded In Plot Book 24, page 42 of the Public Records of Pinellas County, Florida; thence North 89'46. 01' East along the North line of said Block 2, 1206.41 feet fora POINT OF BEGINNING, thence continue North 89461 O1" East a distance of 200.00 feet: thrnce leaving said If.. South 0037' 03' West a distance of 150-02 feet; thence .North 89'46' 01' East a distance of 60.01 feet; thence South 00'37' 03' West a distance of 260.DO feet; thence South 89'46' 07' West a distance of 191.21 feet; thence North 38' 27' 39' West a distance of 330.94 feet; thence North 89'46' 01' East a distance of 139.84. feet: .thence North 007,371 03' East a distance of 150.02 feet to the POINT OF BEGINNING. Containing 106,916 Square feet or 2.45 Aces More Or Less. Parcel N-?-- - A tract of land lying within Section 17, To 29 South, Range 16 East, Pinellas County, Florida, and being more particularly described as fallow. Commence at the Northwest corner of Block 2 of A RESUB OF BASKINS REPLAT, as recorded in Plat Book 24, page 42, of the Public Records of Pinellas County, Florida; thence North 89'46' 01' East along the North line of -aid Block 2, 1206.41 feet thence continue North 89' 4601' East a distance of 200:00 feet; Lhence leaving said line' South 0037' 03' West a distance of 150.02 feet; thence North 39'46' 01' East a distance of 60.01 feet; thence South 00' 37' 03" West o distance of 260.00 feet for a POINT OF BEGINNING; thence continue South DO' 37' 03' West a distance of 967.93 feet; thence South 69727' 23' West a distance of 314 -28 feet; thence South 52'28' 54' West a distance of 215.GO feet; thence North 39' 01' 06" West a distonce of 654.81 fee; thence North SO. 58' 50' East o distonce of 52.16 feet; thence North 34' 14. 53" West a distance of 40.00 feet thence North 13' 41' 04" East a distance of 21.51 feet thence North 50'45' 48' East o distance of 154.86 feet thence North 61' 21' 53' East a distance of 4.55 feet thence North 39' 11' 48' East a distance of 22.26 feet; thence North 42' 12' 55' West o distance of 67.34 feet; thence North 31' 09' 17' West a distance of 141.97 feet thence North 27' 02' 41" West a distance of 181.44 feet; thence South 42'07' 22' West o distance of 11346 feet thence South 32' 16. 09' West a distance of 112.05 feet; thence r4orth 6' 274 45' West a distance of 13 -51 feet thence South 65'46' 35' West a distance Of 25 -55 feet thence North 23'27'38' West a distance of 34.80 feet thence South 62' 09' 34" West a distance of 88.09 feet; thence North 39'01'06" West a distance of 260.77 feet thence North 00"13' 59' -Vest a distance of 28235 feet; thence North 89'46' Dl' East a distance of 135.20 feet; thence South 41' 34. 50' East a distance of 34.65 feet; thence North 4B' 24' 08' East a distonce of 99.89 fret thence North 89' 46' 01' East a distance of 771.29 feet thence South 38' 27' 39' East a distance of 330.94 feet; thence North 89' 46' O1' East a distance of 191.21 feet to the POINT OF BEGINNING. Containing 1,248,570 Square Feet a 28.66 Acres More or Less. Parcel No. 3. Non — Exclusive perpetual easements for ingress, agress and utilities as set forth in Decoration of Non— Exclusive Eosements and Maintenance Agreement.recorded In Official Records Book 116OZ Page 1568, of the Public Records of Pinellas County, Florida. . 1J lha Ae'd e-d 6" .vas ad Y the fwid by sab.ee fad.pieA Auxb,o m J--y 4. 2006 a W e,yrowd k S. 574 by W. Weir papda.d of IF. O Y 01 to S-"—.d FlwN. Wb w Nawgwnwd oWbid m J°wuy 5. 200& � rn 1 in L) Th. 3 p—.1 deaa6 W era maiiP — -ft—t a1.y sic ♦Pa > h;.b a Zm P,yd Swv N/30/O6 O O _ M W J 1D > � v C r C_XT1 =1J TO: 5VG AC3J151T1Ch. INC. W Ui M_ZCAhTI_ 5A&rC r_s s:cc_ars and /r asay:s - Oz U C'I,CArO TITL_ Ik5'JPANC_ COl,&.AN- in 4 (%) 1 1DL AhD t r,NLr.'(T L-F Y J M7R Tti5 15 TO C52TII ' Tr.AT T,.1,5 M.AI OR °_ST AND 77° S:h2VE, ON ^A44MC 4'�IJN 7SSrn. a=5171.T✓.- 75Zi= Wr11Cr ;T'S b.45_D W_a;� M..AD2 (I: ik ACCO.`AhC_ Wi:l 'MINIMJN. uT._: Tr_ 2:5�RL: 101:5 `72 T ^.- 200_ Aa•� C ST.AIa cvD 7EI A1_ R123JIR_`M12'k'= O= A_7AVAC5N _AND c -= 9i5= ON USA. Z. 3i2 R'.'..yJ.459„5; SJ JI 4- 5'R1C7171.: M6. la- ^ 5755:. .Pi SJR\ _ _.' JJIk -Lr G_A5_5-1_: AND 4Jy-' _r A_'A 4ND AC5M 5hC_ SJ_P_.� ^k015K 1' D-01-- 47.1 rT G x.:.1.7,:1.'°^ YA._^5 w1: -111, AAv O' Tn_ CrrT M1k LX WITn — '1 I\ !2e2. AN: INCL:JD_5 T_M 1-4. AN7 e_ I! f=5 -1125) 37£ 7'saltg,5 N^_ A-Z ei4A5_ TC 7_•_'Rvn:_ h'JJt 5L7C. HT. a 30 Jk-D= cG?OJND � 11L OF -.A5_ i T-1`Z`7`. lViD CS'. Rhv -I:A:S OR S�SACr: MI4 OT 5,7RM ^ARQ-1.. 2 -M uNrr TC T-1_ ACCJRACr S7Ak DA?75 ikS ADD -P—D 9r i -A Ak7 AGN U 'ice:. .4kD :k _=` =C Ch 7-1_ D.kT_ Oi: T-1;_ C —"- 1`eCAT:7S :O° Ak :.P,5Ck 5J_S R- 57 R'.- 131. 5 µF ._ �...^.5 e5 97x ^ 5 S.R:s1' ►D 1orA4 ^ 5 !l U °R0'_S5'ONL' S;R't'_°"CK t MA R .x1OR1DA Z °5!S �ecATIOA K� � ♦C 7 v4j:; lW7n0.,T -ti sd< %Jk= AND T -_ RS;,a� R455✓ A'_ORIiS:C_k*S=52b =J24ND MA� PAGE 1 OF 3 Z LU SS a$ r Q O m N n II sb 3'I a Y n V 2 f- J rU� y l ! i O Y 01 to � rn 1 in z0 Zm I i O O _ M W J 1D > � v C r W Ui X m" Oz U Q in 4 (%) 1 e< Y J z ! < d N d '^ a C � a p O O O a 1 L O O O O } c ^� m U z Z -. ►D C !l U J • • SECTION 17 TO wwlzlrm 29 SOUTH RANGE 16 EAST - FLNEUAS COUNTY, FLORIDA GPAPMC SCAU GULF To SAY BLVD. (S-R. 60) IN FEET h-h 50 3k XW V L , I - I 2 L) -------- — - ----------- -- U. 1% " wy Boor o, I-W-B4M E 'N 45:51j- %r 7+ N w CIO Lu ----- ----- % rL - - - -- --- - - Z -- -- lj - --- Z - cc OROS R IL < r ml Li w I --- ----- -- 0 z 0 D 0 --------------- f .$gi ::':7 S `tr-, t N v Z:, �%PAFW:-e- 2 -� UPLAND-27 ACRES Q WETLAND -166 ACRES , < Lu Am Nt r 0 f NO co 4 996 sq. ft o A R C E L N 0 2 65 acres v Ir o Y. v --A,'— - - 0 V Aol za4E of T. 0\ r - - W. - - 3m lv2cw x NOT INCLUDED *— 0 on -; vi 117,871 sq 1 11-4 271 acLps -- �D V) 00 ul Li < A N L 04-* < MAT tn C H L I N E E— SO 4 7 1 It: 7— r 0 �D B MIL—i- Mur -tM �rSHEET 2 0 3 SHEETS L: D 0 fA In O z Co io O ;w < L) 04 :2 0 C in z M m 0 0. ct) ca �4 ILA 0 GRAPHIC SCALE IN 7W) 50 NOTINC LODE D 117,871 2. 71 acres % t ; x s 5-111— a % MAT C H C3 cr As sucirlARZI Ea x a A A 9. E c; N 2 Zu. ----- — ----- 0 ir Mir z 4- `A ALM 0 03 s A T-1 4 p . ic co co 571 140. ------------ ... .. . ... xn4 VA. ie 417 > F jaw=-- M-- On 0 0 (L m SHEET a OF a SHEETS 0 9 ATTACHMENT "D" PARKING SUFFICIENCY STUDY For BELLA TERRA ON THE BAY A SANTAFE SENIOR LIVING COMMUNITY 2855 GULF -TO -BAY BOULEVARD Situated in the CITY OF CLEARWATER PINELLAS COUNTY, FLORIDA April 21, 2008 Revised July 2, 2008 Revised August 12, 2008 Prepared By: Marc A. Mariano, A.I.C.P., P.P. c 1 1 1 1 1 1 1 1 1 1 A 1 1 Bella Terra on the Bay Parking Sufficiency Study April 21, 2008 - Revised August 12, 2008 Page 2 of 13 TABLE OF CONTENTS I. INTRODUCTION ................................................................ ............................... .............. 3 I.A. Existing Conditions ........................................................................ ............................... 3 I.B. Proposed Development .................................................................. ............................... 4 II. PARKING ASSESSMENT ............................................................... ............................... 6 II.A. City of Clearwater Parking Ratio Requirements ................... ............................... 6 II.B. Existing Parking Conditions .......................... ............................... ........................... 7 H.C. Proposed Parking Conditions .....................................:............. ............................... 8 II.D. Proposed Parking Generation Rates ........................................ ............................... 9 II.E. Conclusion .................................................................................... ............................... 11 APPENDIX 1 DECLARATION OF NON - EXCLUSIVE CROSSACCESS EASEMENT .............................................................. ............................... 12 APPENDIX 2 EXISTING PARKING SURVEY AT THE VILLAGE ............................. 13 r r 1 0 0 Bella Terra on the Bay Parking Sufficiency Study April 21, 2008 - Revised August 12, 2008 Paize 3 of 13 I. INTRODUCTION The Applicant is proposing to redevelop property located on the south side of Gulf to Bay Boulevard (S.R. 60) approximately 3,000 feet east of U.S. Highway 19 North at the southwest corner of Gulf to Bay and Cross Boulevard. The property is located in Section 17, Township 29 South, Range 16 East and consists of approximately 31.12 acres. The subject site is located within the City of Clearwater, an incorporated municipality within Pinellas County, with frontage on Gulf to Bay Boulevard, Cross Boulevard and Sky Harbor Drive. The surrounding properties consist of a single - family residential use to the east, a variety of non - residential uses including, retail, office and restaurant to the north, a mobile home park, a nursing home (HarbourWood Health and Rehab Center) and a fire station to the west, with Clearwater Mall located farther to the west. The site also contains frontage along the Tampa Bay to the south. I.A. Existing Conditions Currently, the subject site is developed with an 8 -story building containing a 94 -bed Assisted Living Facility (ALF) located at the northeast corner of the site (2.45 acres) and 55 one -story garden residences containing 229 one- and two - bedroom Independent Living units for senior housing (defined as attached dwellings by the City Code) with ancillary maintenance and community buildings spread throughout the bulk of the property to the south (28.67 acres). As mentioned above, the entire site consists of 31.12 acres and contains a total of 323 living units (229 Independent Living Units and 94 Assisted Living Beds) devoted to a senior population. The following provides an overview of existing conditions. Existing Conditions Total Assisted Living Beds 94 Independent Living Units 229 Existing Total 323 The site is accessed via two (2), two -way driveways with one (1) located at the northeast corner of the site (Cross Boulevard) that provides access to Gulf to Bay Boulevard and a second driveway at the northwest corner of the site that provides access to Sky Harbor Drive. The bulk 1 0 0 4 Bella Terra on the Bay Parking Sufficiency Study April 21, 2008 - Revised August 12, 2008 Page 4 of 13 of the property is accessed via a private, circular driveway that runs generally along the perimeter of the site and stems from Cross Boulevard. A second driveway, Loving Lane, bifurcates the property providing access to units located within the interior of the site. The subject site currently contains a total of 307 parking spaces throughout the campus that serve the total 323 senior living units. The aerial map below provides a graphic representation of the existing site conditions. The subject site shares its driveway access from Sky Harbor Drive with the adjacent HarbourWood Health and Rehab Center through a Non - Exclusive Cross Access Easement and Maintenance Agreement (See Appendix 1 for a copy of this easement). As a result of the proposed redevelopment the terms of this access easement will not be altered. I.S. Proposed Conditions ' The proposed infill redevelopment project includes one (1) new primary building approximately 82 feet in height and 368,000 square feet in total floor area that will be centrally located on the w t i I A I 1 Bella Terra on the Bay Parking Sufficiency Study April 21, 2008 - Revised August 12, 2008 Paize 5 of 13 site and contain 40 nursing home beds, 76 assisted living beds, 64 one - bedroom and 74 two- bedroom independent living units (138 attached senior housing units), full dining and kitchen facilities, a day spa, work out center and community rooms. Additionally nine (9) new duplex cottages (totaling 45,735 square feet) will offer 18, two- bedroom independent living units, or attached senior housing units, outside of the primary building and located along the southerly and easterly portions of the site. The new building and site improvements are intended to be located on approximately 60% of the site and will allow 16 of the existing garden residences, containing 73 one- and two- bedroom independent living units, as well as the 8 -story 94 bed assisted living facility to remain. The following table provides an overview of proposed units and units to remain. Proposed Development. ;; Total _ Assisted Living Beds (existing beds to remain) 94 Independent Living Units — 1 and 2 Bedrooms (existing units to remain 73 Assisted Living Beds (new beds) 76 Nursing Home Beds (new beds) 40 Independent Living —1 and 2 Bedrooms (new units 156 Proposed Total 439 The proposed development includes a total of 426 parking spaces to support all of the end -users of the site, existing to remain and new units. As part of the proposed redevelopment project, access into and out the site and primary driveways through the site will not be altered. However, a manned gate house is proposed in the vicinity of the Gulf -to -Bay Boulevard entrance and a mechanical gate is proposed in the vicinity of the Sky Harbor Drive entrance and near the southerly intersection of Loving Lane and Cross Boulevard. A • Bella Terra on the Bay Parking Sufficiency Study April 21, 2008 - Revised August 12, 2008 Page 6 of 13 II. PARKING ASSESSMENT II.A. City of Clearwater Parking Ratio Requirements Parking ratios established by Article 2 of the City Land Development Code require one (1) parking space per every two (2) assisted living or nursing home beds and two (2) parking spaces per every one (1) attached dwelling (independent living/attached senior housing) unit. Alternatively, in Section 2 -404 of the WIDR Zone, the Code requires as part of a Residential Infill Project two (2) parking spaces per every one (1) dwelling unit. The City of Clearwater's parking standards do not provide a specific parking ratio for attached senior housing, such as independent living or senior apartment units, and considers an attached senior housing unit in the same manner as the typical multi - family attached housing unit. As such, City of Clearwater code requires a total of 505 parking spaces to be provided for the existing conditions and 583 for the proposed conditions, as identified in the table below. '. EXISTING CONDITIONS . Code Required Code : Required Spaces for Proposed Required Ratio Proposed Conditions Development Spaces for 1 per 2 Required Existing Existing Development Type Ratio Conditions Conditions Assisted Living Beds in 1 per 2 Dwelling Units in the MDR the Commercial Zone beds 94 47 Independent Living Beds & 76 ALF Beds equaling Project Units /Attached Dwellings 2 per unit 229 458 Total I 1 1 505 PROPOSED CONDITIONS Code Required Required Spaces for Proposed Development Type Ratio Proposed Conditions Development Assisted Living Beds in 1 per 2 the Commercial Zone beds 94 Beds 47 268 Units (229 Independent Dwelling Units in the MDR Living Units, 40 Skilled Nursing under the Residential Infill Beds & 76 ALF Beds equaling Project 2 per unit or 39 Dwelling Units ) 536 Total 583 1 0 0 t I D 1 1 Ll w 1 11 Bella Terra on the Bay Parking Sufficiency Study April 21, 2008 - Revised August 12, 2008 Paize 7 of 13 U.B. Existing Parking Conditions The site currently contains 307 parking spaces to accommodate the 94 assisted living beds and 229 independent living units, as indicated below. The distribution of parking spaces currently at the site is such that 46 parking spaces are located in the immediate vicinity of the existing 8 -story assisted living facility and the remaining 261 parking spaces are strategically placed throughout the site in close proximity to each existing garden residences, thereby minimizing the walking distance for the independent living residents. See the aerial below for a partial view of the site providing an example of how parking is currently distributed for the garden residences. To date, property management has not received any complaints from residents or visitors regarding the number or location of parking spaces. Existing Existing Conditions Total Spaces Existing Ratio Assisted Living 94 46 0.49 per unit Beds Independent 229 261 0.87 per unit Living Units Total 323 307 1 0 0 1 f1. 1 1 1 Bella Terra on the Bay Parking Sufficiency Study April 21, 2008 - Revised August 12, 2008 Paize 8 of 13 II.C. Proposed Parking Conditions As part of the proposed redevelopment project, a total of 426 parking spaces will be located throughout the site to serve the new residents and the residents that will remain in the existing garden residences, as well as the 8 -story assisted living facility. The majority of the new spaces will be located within close proximity to each of the main entrances of the primary building, while the proposed nine (9) duplex cottages will each contain a garage space for a car and a garage space for a golf cart, as well as one (1) driveway space for each unit. Additional on- street parking is also available in the cottage areas to supplement visitor parking. In total, 296 of the total 426 parking spaces will be construed to provide parking for the 272 new senior living units (40 Nursing Home beds + 76 ALF beds + 156 Independent Living Units), while the remaining 130 parking spaces will be devoted to providing parking for the 167 senior living units (94 ALF beds + 73 Independent Living Units) that are to remain. The following table provides an analysis of the proposed parking and unit counts and the corresponding map below provides a graphic representation of the proposed parking situation. Proposed Proposed Proposed Units Total Spaces Ratio Assisted Living Units to Remain (shown in 94 46 0.49 blue Independent Living Units to Remain 73 84 1.15 (shown in yellow) New Nursing Home and Assisted Living 116 58 0.50 Beds (shown in red New Independent Living Units (show in 156 238 1.52 red Total 439 426 —T-0- 1 1 1 1 1 1 1 1 1 1 1 1 f 1 1 1 1 1 0 Bella Terra on the Bay Parking Sufficiency Study April 21, 2008 - Revised August 12, 2008 Paae 9 of 13 E , C C Jr i i V—i COW M R CCMMERCIA! " "" -- t +� CDMMERGAL CDMMERCIAL GENERAL D _ GENERAL �� GENERAL .E GENERAL �{'" �S:L 1 '�"� Q,� � .::j 'irk ,�: rF � �. µ�1 � �•,�/a �S Spce ' f �' s •� YIN - �� 4 �t kF MDR RESIDENTIAL/ \ {� S C y 5'— ,. K DENTIAL OR'ICE G?IERAL \ `• -- MEDIUM MH84R � .ilESIDEN7IAL i � J �� 'iJ S' M �. ■ I I NHP�{ RESIDENTI MEDIUM A - — Yrt II.D. Proposed Parking Generation Rates It is critical that a project of this stature and nature has a sufficient nuinber of parking spaces to operate effectively for its residents, visitors and employees. However, due to the numerous mature trees and natural beauty of the site, it is also critical to ensure that the site does not include an unwarranted number of parking spaces, which would unnecessarily add additional impervious surface and could cause the unnecessary removal of trees. To ensure that an appropriate number of parking spaces exist on the site, two (2) methods were used to calculate the actual parking need of the proposed redevelopment project. The Applicant, SantaFe HealthCare, owns and operates other senior living communities and conducted an existing parking survey for a community in Gainesville, Florida. The study titled, Existing Parking Survey at the Village, was conducted in March of 2006 and evaluated for one Bella Terra on the Bay Parking Sufficiency Study April 21, 2008 - Revised August 12, 2008 Page 10 of 13 / (1) week the number of vehicles that actually parked at the site during various times of the day. The community is developed in a nearly identical manner to that of the proposed subject site, in that a mix of senior living units, including independent living units and assisted living and nursing home beds, exist and similar on -site community services are also provide. Both the subject site and The Village community include as part of their assisted living facility, memory care and skilled nursing resources; however, The Village community also includes a marketing division on- campus while the proposed Bella Terra project will have its marketing division at an off -site location. The study concludes that the highest parking demand occurred on a Thursday evening and identified a maximum required parking ratio of 0.86 parking spaces per unit or 0.62 parking spaces per bed (see sheet TV -3 and TV- 4 of the study). Utilizing this studied parking ratio, the proposed redevelopment project would require 378 parking spaces to accommodate the i proposed number of new units and the proposed units to remain. The study is included as Appendix 2 of this report. A second analysis utilized the Institute of Traffic Engineer's, Parking Generation, 3rd Edition to calculate the required number of parking spaces for the Attached Senior Housing and Assisted Care Living categories. The ITE manual identified a parking need for Assisted Care Living (Land Use Code 252) units consistent with the City of Clearwater code of 0.5 spaces per bed and a ratio of 1.2 spaces per unit for the Senior Adult Housing Attached category (Land Use Code 254), contrary to the two (2) parking spaces per unit required by the City code. Utilizing this method of study, the proposed redevelopment project would require a total of 381 parking spaces to accommodate the proposed new units and the existing units to remain. The following table provides a side -by -side comparison of the real world parking ratios determined by the parking study conducted for The Village community and those included in the ITE manual with that which is proposed as part of the redevelopment project and required by the City of Clearwater. 1 t 0 0 Bella Terra on the Bay Parking Sufficiency Study April 21, 2008 - Revised August 12, 2008 Page 11 of 13 II.E. Conclusion As certified by the above analysis, it can be concluded that the peak hour parking demand for the proposed project will generate a maximum need of 381 parking spaces. As such, the deviation to allow 157 fewer parking spaces (583 required spaces — 426 proposed spaces = 157 spaces) than is required by Code is clearly justified as: 1. It will not have any deleterious impact on any surrounding property owners or on the operational efficiency of the site as it will allow the uses to function properly even under abnormally high fluctuations in parking demand. 2. It ensures sufficient parking is available to accommodate the needs of the residents, visitors or employees without parking in designated drive isles, fire lanes or underutilized parking arkin locations. 3. It promotes sustainable development through an environmentally sensitive site design that minimizes the amount of unnecessary impervious ervious surface and natural resource disruption at the site, which promotes natural groundwater recharge, a reduced heat island effect and the preservation a vital native plant species. The Spaces Village Required Spaces Spaces Proposed Study Per The Required City of Per City of Use Proposed Peak Village ITE Per ITE Clearwater Clearwater Pro used Units Total Ratio . Spaces Ratio Study Ratio, Ratio Ratio. Code Assisted Living - ITE LUC 254 94 0.49 46 0.86 80 0.5 47 0.5 47 Senior Adult Housing Attached - ITE LUC 252 73 1.15 84 0.86 63 1.2 88 2.0 146 Assisted Care Living - ITE LUC 254 116 0.50 58 0.86 100 0.5 58 2.0 78 Senior Adult Housing Attached - ITE LUC 252 156 1.51 238 0.86 135 1.2 188 2.0 312 TOTAL 439 426 1 378 381 583 II.E. Conclusion As certified by the above analysis, it can be concluded that the peak hour parking demand for the proposed project will generate a maximum need of 381 parking spaces. As such, the deviation to allow 157 fewer parking spaces (583 required spaces — 426 proposed spaces = 157 spaces) than is required by Code is clearly justified as: 1. It will not have any deleterious impact on any surrounding property owners or on the operational efficiency of the site as it will allow the uses to function properly even under abnormally high fluctuations in parking demand. 2. It ensures sufficient parking is available to accommodate the needs of the residents, visitors or employees without parking in designated drive isles, fire lanes or underutilized parking arkin locations. 3. It promotes sustainable development through an environmentally sensitive site design that minimizes the amount of unnecessary impervious ervious surface and natural resource disruption at the site, which promotes natural groundwater recharge, a reduced heat island effect and the preservation a vital native plant species. 1 t I J • Bella Terra on the Bay Parking Sufficiency Study April 21, 2008 - Revised August 12, 2008 Page 12 of 13 APPENDIX 1 DECLARATION OF NON - EXCLUSIVE CROSS ACCESS EASEMENT • v V 1b,s 41 XqRM F. DE LAUP OM OF MRT PIMM MY, FLORIDA MC1MI 1ti- 012001 17:18:02 3TF 51 AGR-am "ff 247 Prepared by and Return to: � ID;0I3t�y,� BK :ll642 SFYi'156$ EFG:L503 EMIL C. MARQUARDT, JR., ESQ. Macfarlane Ferguson & McMullen DID alb 1•50 625 Court street, Suite 200 J(jj $73.50 Post Office Box 1669 • X73.50 WU Clearwater, FL 33757 -1669 �: M•00 FY DR" aM ACCT RAC 0I- 342432 OCT- 1 -2DD1 5:iBtt DR219 "� PINELLAS CC SK IIS02 RQ I5ew Ds . _ ItIIII gill Ilium 11t1110H INT ,.- F`WS - -DECLitRF1TION OF 77SIVE EASEMENTS MTF - r AND MAT.+iTE AGFF P.IrC REV _ THIS DECLARATION OF .-KPN- EXCLUSIVE EASEMENTS AND MA NTENANCE TOTAL M NFNT _ (the "Agreement "E,. made and entered into this day of ,�C k,.tT � , 2001, by M�ORTON•.PLANT MEASE LIFE SERVICES, INC., a Florida . rporation, hereinafter., : re €e4.aci o ag "Life Services ", and whose mailing address is: ['[�• �..Q,_, W '1vT N E S S E T H: WHEREAS, Life 'Sb'rvides is the owner of.. all of the properties attached in composite- Woit "A ", situate in Pinellas County, Florida; and WHEREAS,;ie.Sevices desires to create and dedicate certain easements as tb '•th6 btLid Properties, so that at a future. date Life Services may .se11,: transfer or convey a portion of its Properties, described on, :tWe:'att ched Exhibit "A -1" to a third party or entity, and such that upon` oii1eyance of the A -1 parcel, easements for ingress, egress, an& -:., utilities would exist over and across the remaining Propertie.%"6f ,Lik4 Services; and WHEREAS; %fe Services also seeks to create and dedicate easements over tl?e.=A -1 ~'parcel for the benefit and use of the remaining Properties to be ieynezl.-by Life Services, described on attached Exhibit "A -2 ", for ingre�s_s- f'::eg''ress, and utilities would exist over and across the remaining Proprt� e�.,.gf Life Services; and ,,THEREFORE, in consideration of Ten Dollars ($10.00) and other [ _ valuable considerations, the receipt of which is hereby iged, agreed, and the parties hereto, each to the other, do -ant and covenant unto the others as follows: 1. RECITALS. Imo. The recitals set forth above are true and correct and are incorporated herein by reference. 2. UTILITIES. A. (1) Life Services does he convey non - exclusive easements ar. the Properties owned by Fife Servi of ingress, egress and passage by.` across the easements described he: modifications thereof,[herein'':, EI icate, create, grant and of use on, over and upon abed herein, for purposes and pedestrians, over and any future extensions or to as the "Access Easements "], as follows: (a) An Access Easemet; k's :hereby established, dedicated, created and granted as'. �faria*4id, as the same is described in Exhibit "A -3 ", over and crass the Properties described in A- 2, for the use and benefit of the Properties described in A -1. (b) An Access gets empfit.•'is hereby established, dedicated, created and granted'• as" aforesaid, as the same is described in Exhibit "A -4 ", ;�ovex• -jhd; across the Properties described in A- 1, for the use snk•33enefit of the Properties described in A -2. (2) Except = 4s*`Qf4e'i:wise expressly provided herein, each party shall have the_.`sole ='responsibility for installing roadway im rovements on' lets _� arce , ar_ shall maintain the same in a good sta e o r;epaif,`with landscaping well.maintained and roadways and parking ard4s'w-.bin the said easement areas, if any, kept clean and free of; debr ?s-: 'The parties hereto, their successors and assigns, sh -a,1.l 'keep their respective easement areas free from structures.. ,and - �,aj:l debris and other obstructions that might unreasonably.,';•intbrfere with the normal operations, use or maintena,ttce, 6z such easement areas _ * "or the purposes herein described: r.k�d :no party may construct or. erect curbs, fences or ,t lands caping'so:'as to interfere with the free flow and passage of vehicular 'and pedestrian traffic over and between the various parcels #even described. S3 to Construction Vehicles And Construction Traffic Serving The? ,':4-Z F .roperty May Utilize The Easement Area Described in Exhibit ties. (1) Life Services does further create, dedicate and grant '`Mog- exclusive easements for the installation, maintenance, repair end replacement of utilities, below grade, within the Access YE sement areas described above, and in addition, the lands described on Exhibits "A -1" and "A -2" shall be subject to blanket easements, which are hereby created and established, each for the other (collectively referred to herein as the "Utility Easements "], for such Utility Easements, subject to the following limitations: K -17� y� oz - u- -c G3 -7 = . _r m 0 - v) W A. P rf n Standards Relative to Easement9 and EaseWnt Areas. :•Tiie:,;:.,cc}nstruction, installation and maintenance of all improveme6ts.,oa.`dr under any easement areas herein described shall be performed Vin` accordance with all applicable statutes, ordinances and regulat16xs; --eq6, if applicable, in accordance with plans approved by the municipal,;br• -f egulatory bodies, and all other requisite governmental agencie�:._arid% authorities. Future Development. Anything herein to the contrary notwiEb3itanding, it is understood that the fee simple title owner of any of`:.;the `-properties described in the attached exhibits, or any part tliereg,. shall have the right to develop, or redevelop its properties, cohe,istent with existing or future zoning or Land Use Plan Designation for tie properties, and to utilize the easements afforded that parcel hereunder, incident to such development or redevelopment, and shall further have the right to relocate or modify any easements crossing the parcel being developed or redeveloped, so long as the modification or 3 1 (a) The installation, use, operabi'on or maintenance thereof will not unreasonably interfere with the servient estates operation or use, o:i•- prevent its reasonable use or development either current_,, o� in the future. (b) The actual installation'.Q.f;.new utilities or utility `'be; -q-v facilities shall eithe' in conjunction with, or : �z located in the same immediate area as, other utilities within the servient estat ;,;rnr alternatively the same a r shall be within ten +(1'0") Meet .of an exterior boundary '« line of the servient''•,e "tAte, or within the roadway --C3 easements describe.d-da.� Parcels A -3 and A-4. WC (2) No installation, mkiritehance, repair or replacement of -Er{ such utilities or utility or appurtenances there -to shall materially ° _FT interfere with the use and operation of the servient estate wherein ?_ they are located, and said rights are conditioned upon the party utilizing said easement,= inmed3,atel.y repairing and restoring any and all damages which may be,ce ss &to the said servient estate incident to the installation,_maintenance, repair and replacement thereof, TIME BEING OF THE ESSEIWCE�:'.•..,' C. Non- Exclusivty o .Ease ents. The easements granted herein are non- exclusive in nature `and, except as otherwise expressly provided herein, shall not prec:..i de 'concurrent use by others to this Agreement, sl their successors and- as's, and their guests and invitees. All easements and rights estaiilished in this Agreement shall extend to the customers, employeeY ar�eats, guests and business invitees of the parties hereto, and each; o•,,thein, provided, nevertheless, that the rights hereunder are not,-a�tehdeci nor shall be construed as creating any rights in or for the beiigi t, o the public generally. 3. Cok jr.R3 CT- ON AND MAINTE=CE . A. P rf n Standards Relative to Easement9 and EaseWnt Areas. :•Tiie:,;:.,cc}nstruction, installation and maintenance of all improveme6ts.,oa.`dr under any easement areas herein described shall be performed Vin` accordance with all applicable statutes, ordinances and regulat16xs; --eq6, if applicable, in accordance with plans approved by the municipal,;br• -f egulatory bodies, and all other requisite governmental agencie�:._arid% authorities. Future Development. Anything herein to the contrary notwiEb3itanding, it is understood that the fee simple title owner of any of`:.;the `-properties described in the attached exhibits, or any part tliereg,. shall have the right to develop, or redevelop its properties, cohe,istent with existing or future zoning or Land Use Plan Designation for tie properties, and to utilize the easements afforded that parcel hereunder, incident to such development or redevelopment, and shall further have the right to relocate or modify any easements crossing the parcel being developed or redeveloped, so long as the modification or 3 1 LJ relocation of any easements or easement expense of the title holder of that parcel there is no unreasonable interruption or size or purpose of the easement or sere during reconstruction or relocation and tl that any and all such modificatior, redevelopment or other events affectit. accordance with applicable codes and regu C. Notice to Owners of Pe r installation or replacement of any improvements on, above or under eit; governmental or regulatory approval party seeking the permit, Provide the owner(s) of the ser T"entd.,s, specifications generated for such • u areal,is at the sole cost and where ='the easement is located, inter- f4.ence with utilization, ices to`the benefitted parcel ie -raa i tbry and further provided telocation, construction, the easement area are in lations pertaining thereto. ,lWtions. The construction, walkways, utilities or other `vi.ent estate, where municipal, wired, shall require that the i notice of the application to find- copies of all plans and _ tion. PINELLAS COUNTY FLR, 4. MISCELLANEOUS. OFF.REC.BK IIS02 PS IZ71 A. The provisions of this Agreement are not intended to create, nor shall they in any way,.-be'-4.-t erpreted to create, a joint venture, a partnership or any other simi 3;ar $elationship between the parties hereto. r.: B. The owners of Parrc.efs A -1 and A -2, their respective successors and assigns, shall eaoJi.'--sepa�ately maintain public liability insurance for personal injury and'poperty damage in such reasonable amounts and in such form as may �e reasonably acceptable from time to time with the other bene €fitted prgpe`x:,y : owner named as an additional named. insured. Proof of the main eh�nce__of such insurance shall be provided annually. The owners of tl�e; ab-cels described in Exhibits "A -1" and "A-2", for themselves and theim,,respective heirs, successors and assigns, do hereby agree to defena,,*_hri 'e'mnify and hold harmless -one another, and their respective of-i:icems, directors, shareholders, partners, agents and employees, frvra 4and against, and promptly reimburse them for, any and all losses, expeiatses, _' damages, deficiencies, liabilities, payments, penalties, Atigation, demands, defenses, judgments, proceedings, costs (including "ehi!�ineOring costs, costs of remediation and related capital expendituies,,,' 4b-Iigations, settlement costs and attorneys, accountants and other p?:ofetsional advisor fees, including costs of investigation and prepara-tion)'y', -bf any kind whatsoever, without limit, directly or indire�it'± �ba'sed upon or arising out of, resulting from, relating to or in connect%an with any personal injury or property damage suffered by the 1nde(nnitor.,-,• their successors and assigns, officers, directors, sha'`re olders, partners, agents, employees or invitees arising out of the use- ,by -,ami such indemnified persons of the cross- easement area. •.,.,-C. In the event any party hereto brings or commences legal proceedings to enforce any of the terms of this Agreement, and a judgment. or award shall determine the successful party in such action, such successful party shall be entitled to receive from the other party or parties in such action a reasonable sum as attorneys' fees and court costs. A D. The provisions of this Agreementit4all be deemed covenants running with the land and shall inure to the = benefit of the parties, their respective heirs, successors and assi -gns.. E. This Agreement and the easemeiit:s., r14hts, obligations and liabilities created hereby shall continua to the extent permitted by law for a period of thirty (30) years from the "date herein unless otherwise modified or cancelled by the parties hereto, ''in writing, and shall after such date be automatically and contiduousl4- ..jenewed for periods of ten (10) years thereafter until the termxnai%orf of this Agreement evidenced in. writing by the owners of said parcels -; F. Every covenant, promise,..,undertaking, condition, easement or right made, granted or assumed by: airy; arty. to this Agreement shall constitute an equitable servitude':orit3.6 parcel owned by such party and an appurtenance to and for the benefit of the other parcel (as used herein, the "servient estate "]. Any transferee of any parcel shall automatically be deemed to have as -sumed all obligations hereunder. l G. If any provision..of,this Agreement or portion thereof, or the application thexeof to any.,pbrsoT or circumstance, shall to any extent be held - invalid, inoperati� of unenforceable, the remainder of this Agreement, or the application of such provision or portion thereof to any person or circumstance;,sh.Al; hot be affected thereby. H. This Agree ment' all be construed in accordance with the laws of the State of Flord_da. - IN WITNESSOFr. the parties hereto have set their hands and seals the day and'- -. .t'ea`r= ;-first above written. in th enco of:'-` Print Naider -C MORTON: PLANT MASS LIFE SERVICES, INC., a Florida *;� corporation L12 1 � ,� By: � (S L) Print"I�Iamo.� C., A tf" 16/ s t0_- -1dfe ervides" ;!'W ,.OL' FLORIDA 'C.0 OF PINELLAS I HEREBY CERTIFY, that on this day personally appeared before me, an officer duly autho zed to administer oaths and take acknow- ledgments, gZ 0a&7_ ^T as #-E Z' I ?!) , T' of MORTON PLANT MEASE LIFE SERVICES, INC., a Florida corporation, to me personally 5 o ;U i .--- r)r W r -- xW U) o z rd -1 — { C� -33 j - n) known or who has produced P Xe�_ as identification, and known to me to be the individual des ribed and who executed the foregoing instrument and he acknowledged befo.te';ae that he executed the same for* the purposes therein expressed- WITNESS my hand and of;4cial seal at_ Clearwater, Sala county ana State, this day of A -...No 9 ary 1-UJDJ.3.0 e. At Name Commission Expires; BARBARA C. FORAY Notay Pub9c - State of P44ft MY CO MMISSiOn F:Xphn Feb 6. 2==4 COMU"On CC90:5542 PINELLPS COUNTY FLP, OFF-REC.8K 11602 PG 1573 I 0 0 _= y tit* r =Z0 ��o�z -�,� max. R L-L J 0 x n3r -4 c -0 Q �r k4 .. fPARCEL C- . LEGAL DER COMPOSITE EXHIBIT "A" VG. 700 8 701) I pare *, land situated. 1 1nq and b*Ing in Sactton *rnehlp 29 I. r eke CHy of Ciserwaler. o mty of f'trtel!a. and State of Flartda. traded and described as faROWNI corner of BLOCK 2 of Resub of Basking R%cl recorded to Mot Book Record* of . Pinellas Coanly Florlda, run Sou h a §SIV01"Weat, along the _OCK 2 600) feet for a �'oint of Bsglrwing then%* run South feet, thence' run North E}9lVol'East. 60.01 �votr ti;ence run South he East One of said BLOCK 1 1227.93 febt thence:, tun South foot, thence South 518'54" est. 215 feet �o *'-.Perot an the syfd BLOCK 2, thence run North 39Dt106"Wast; :-j4G 27 fast/ thence it (alongq a Ilne porolE*1 to and 60 feet eaglet y of thc',Woal Eina of sold rot t11Q9.a2 [eat Field), lhenc* Lo North 415!4 0"444. 32E.93 fasts $ '0 "East ialong a It perallol and 150. Te.h sattth'atsly of the North 2 "East feet, thence run Norg7'O East. 'I.R0.02 fool, thence run aton9 the tforth Nne of *aid BL 2. t3= iae3' to Paint at 8aginning. roe ktore or Lees. All that certain Parcel of land ahluat+d�,, lyin9 and being ki fiss:tla ' S7:` Township 29 South. Hong* t6 East, In the C17y, of Woorwalor Counly of Pht�ell4s oust $tat* of Florida, more particularly bounded and dwrlbed as faVawso the one enae oa "PARCEL. A" ttPlat agog ppc�rtlaxgof 28 South, fie 4A. Pa Ea of Stock 9 of Resub of, *skins Rafriat. recorded to flat Back e of Pinellas County. F1ar do, th Elie ss%G,OCW. *longg the 60 01 lest for the PO OF 8 0 NO c;i thence tiOL�iT'03"W. )I"Et. 60.01 foett thencc•��s�ota'{'o w onq the East Una of said i isavhng sold Ilse S8 'or 4 20 Veei more or less to the s i'farthws terI along Bald eeatarihte, 370 feet more aarC less to 1.00 feat �alrth at sad porcHot io the t asttWest cantorlGu of sold 'E along sold Us. 860 foot error+ or legal fhestca NOW'03"E. he Soutn rlght•af -wayy Nne of Self ra Bayy Boulevards thence e00.00 fee} i3 iSLa PQiN dF B@G�i. or Leas. Told o 30: Acres More or las& ecard f: AaalinicComuttaq , taF'lorida. lying Ilk plot 1T, Township I pwltt, l l as describes as fONWas f'Ttve ed to Pinola s Cobt�ul�tyy�aF�orldo, a run Rthence7 as raearda4 it erortharly line of sold Loi_Es_thenC*_ SOQ3'6S"E. 190.00 it;b:k0 feel to thi Polnt'pf Bet ianittg= Containing 9.34 Acres more or Less. tagothsr with A tract of land lyinT•..tstitilm'Sectton 17. lrown3hlp 129 South. Hong* 16 East. Pinenas County. Florida and being mor>r. .particularly described as faliows, common** at the We i ;!f� :*erupt of Sold Section 17 for a Paint gf fieferencel thence N8%VOI"E ela-n,s the East -Wes '" terNste of said Soettop R for 2 3.51 fasf thenca leaving sold line S04359"S fall +W5.8t eat, fa the rmr 0t¢ B GWN!4 a thence 124'08"E, or 310.53 test, thpcos N89t6i3PE for 9.37 fact thence 6410510 for 32293 feet. thence 00359"W, for It 12 feet, to' the PO OF BE iNNINGs sad coma fag 1946 square feel. more or lass. Tassel of 0,3& yrea :: Nitre or Less. PARCEL. 18" / k gg a v y; F or7da lend rsnpo«riik i� desidit d as fob w. =Tawnehip 29 South, 'Range !6 East, Frods. the %Weel.,'Quorler Caroler of said Section 17 ,run North 89MOi" East clan? the East- "I"C C rlt"il'ina of sold Section t7• a dlsta=i; of x765.49 feet W the center of sold Se00!1 r1t thh Sottt2i,00'093" Last ale �tl�e morth -South eentergme of said Section i7, a dtalogee of•�.e��7 u}4• fasts then* South 106" Fast along the Southwesteriy One of Lot 9 of sutadtvittan of Batkln's ReFptot as retarded In Fiat $oak 24. Page 42 Public Records of Piaet!as '� ounh% Florida. a distance bf 5bi.T6 feet to i�+q on higi{ water mark of Old Tampa Bay and the .Pohtt nt 8aginaing. Thence continua South am 6�Fast clang the rxlane{yn of fho said wail, sefarlir Bee of Lot 2 o distance of N36.83 feeit thence South BCD East. o 01onae of f3t5.O ..,feet to the btilklIi�o�ad ling as astal: s ad by the Pinellas County Water and Ngvigatlon Castro) Authority In meeting denuar t3 It3 and fotTc�1y approved by the T loss elf the lattrad knpraYafttlrst Fund Sn ousel Mo 1. 1�5Se Iheaca northdasterly Aran cold bulkeod Ono bblaq 4 Carve to this rich# .e{ 0 t tat. rafts, chord b�a�pt North 41V 3" Easiq chord dig once 438.(3 teat, rc letlgib3ti.33 feats thence North 3<A Wesl a distant, of 674.29 ilea! to the Worseetton wil� the sa herly ax s Holt of ft* easterly tins of said Let 2 of Resubdivittan of 50311 n a fieptaft Ilene north 0(87'030 East alongmasalksoulhoriy okianslan 359.07 1981, mare or 104j ...Lo fhbrRl�dalt� t�tgt water n Old f%ft paint in 6aealtnainas containina MG acres, more or 0 ,r_ xm E µ: i � • i o LINE QEARINC Df5TANCE LT N 62'09'34"E 88.09' L2 S 2377'38 "E 34.80' L3 N 65'46'35 "E 25.55' ` L4 S 27'45'45 "E 13.51' ` L5 N 82'16'09 "E 112.08' ` •, LS N 42'07'22"E t 13.45' 1-7 S 27'02'41 "F 181.44' L8 S 31'09' 17"E 141.97' % L9 S 42'12'55 "E 67.34' f.. L10 S 39'11'48 "W 22.26' f > 1-11 S 61'21''83 "W 4.55. ': `"' UNPLATTED L12 S 50'45'48 "W 154.89 L13 S 13 4.1'04 "W 21 At'••.,. 9 114 S 34'14'53 "E 40:0 , L15 S 50'58'50 "W 52. It!" .•: � L16 S 3901'06 "E 5 .3.64'.-- _ �FA� NOTES: 1.) The sketch shown:-bc;eorf is for informational purposes only and Is not intend @'djo'deptct a survey perforrned in the field. 2.) The sketch shpt' W-i:Qn,4vas prepared without the benefit of a title abstract crid -;is subject to cny and all easements. restrictions or any `ptl er matters of record. 3.) The beorin $hov`m,- -het•eon are based on the Held Deed Bearing of N89'45'0 1�E fir••. -the., Ecst West centerline of Section 17, Township 29 South. Rantre'�6 East. t A RESUS OF KIN'S REPLAT :• -•••• SEE SHEET 2 FOR LEGEND SKETCH AND DESCRIPTION `4 `= BAYSIDE NURSING PAVILION AM-= 170- 001 -000 I 17 I m29 SOUTH 61 EAST I lff,&JR" Xtveanteexnrtcs wssoctAT&X, mtc. wc+aawnocmnacrima* rM 4T3 an v+pr� nawaR � [-W �1 A v . Z.,,J L BLOCK 2 A RESUB OF BASKIN'S REPLAT meets the minimum lechniccl sloadords as set lorlh tp the Florida Board of Professional suArveyors and Mapprrs in Chopler 6107 -6 Florida dminisiraliva Cade. pursuant to Section 472.027. Florida Statutes Sketch and Legal Description not valid erlthout the signature and the original raised seat of a Florida tier mad Surveyor end CER {� TQ D LI;ZAIL i>ES PT10N ALLAN OSLUND PROFESSIONAL SURVEYOR AND MAPPER STATE OF FLORIDA * 4659 CERTIFICATE OF AUTHORIZATION No. L8 2610 Sheet 1 of 2 C©W&4z&i. C-k. A -t - HIS IS M)j A SURVEY GULF TO BAY BLVD. P INEW'.ff��S COUNTY FLA . OFF,R= .RK 11602 PD 1576 P.O.C. to o NORTHWEST ° CORNER OF o w � BLOCK 2 OF -', BASKIN'S r*i BLOCK 2 REPLAT A RESUB OF BASKIN'S REPLAT BLOCK �s bo SCALE: 1" =100 o LINE QEARINC Df5TANCE LT N 62'09'34"E 88.09' L2 S 2377'38 "E 34.80' L3 N 65'46'35 "E 25.55' ` L4 S 27'45'45 "E 13.51' ` L5 N 82'16'09 "E 112.08' ` •, LS N 42'07'22"E t 13.45' 1-7 S 27'02'41 "F 181.44' L8 S 31'09' 17"E 141.97' % L9 S 42'12'55 "E 67.34' f.. L10 S 39'11'48 "W 22.26' f > 1-11 S 61'21''83 "W 4.55. ': `"' UNPLATTED L12 S 50'45'48 "W 154.89 L13 S 13 4.1'04 "W 21 At'••.,. 9 114 S 34'14'53 "E 40:0 , L15 S 50'58'50 "W 52. It!" .•: � L16 S 3901'06 "E 5 .3.64'.-- _ �FA� NOTES: 1.) The sketch shown:-bc;eorf is for informational purposes only and Is not intend @'djo'deptct a survey perforrned in the field. 2.) The sketch shpt' W-i:Qn,4vas prepared without the benefit of a title abstract crid -;is subject to cny and all easements. restrictions or any `ptl er matters of record. 3.) The beorin $hov`m,- -het•eon are based on the Held Deed Bearing of N89'45'0 1�E fir••. -the., Ecst West centerline of Section 17, Township 29 South. Rantre'�6 East. t A RESUS OF KIN'S REPLAT :• -•••• SEE SHEET 2 FOR LEGEND SKETCH AND DESCRIPTION `4 `= BAYSIDE NURSING PAVILION AM-= 170- 001 -000 I 17 I m29 SOUTH 61 EAST I lff,&JR" Xtveanteexnrtcs wssoctAT&X, mtc. wc+aawnocmnacrima* rM 4T3 an v+pr� nawaR � [-W �1 A v . Z.,,J L BLOCK 2 A RESUB OF BASKIN'S REPLAT meets the minimum lechniccl sloadords as set lorlh tp the Florida Board of Professional suArveyors and Mapprrs in Chopler 6107 -6 Florida dminisiraliva Cade. pursuant to Section 472.027. Florida Statutes Sketch and Legal Description not valid erlthout the signature and the original raised seat of a Florida tier mad Surveyor end CER {� TQ D LI;ZAIL i>ES PT10N ALLAN OSLUND PROFESSIONAL SURVEYOR AND MAPPER STATE OF FLORIDA * 4659 CERTIFICATE OF AUTHORIZATION No. L8 2610 Sheet 1 of 2 C©W&4z&i. C-k. A -t - 0 0 • P INELLRB COUNTY FLq '.:. OFF . REC . 8K 118C2 PE3 1 j77 LEGAL DESC131PT10N: A tract of land lying within Section 17, "T,Wriship 29 South, Range 16 East, Pinellas County, Florida and b0irtg,1.more particularly described as follows: Commence at the Northwest cor-her/ of-816ck 2 of A Resub Of Baskin's Replat, as recorded in Plot Book L4;:'F�age 42 of the Public Records of Pinellas County, Florida; thence %916nq the West line of said Baskin's Replat, SOO'13'59 "E, for 399.07 fe�t;.,.thence S39 01'06 "E, for 356.56 feet` along the Southwesterly line of said replat to the POINT OF BEGINNING; thence leaving said line N62'09'34 "E, for 88.09 feet; thence S23 27'38 "E, for 34.80 feet; thence N6,'48'35 ".E, for 25.55 feet; thence S27'46'45 "E, for 13.51 feet; thence N.821-6'& t, for 112.08 feet; thence N42'07'22 "E, for 113.46 feet; thence !M11 Z'-�41 "E, for 181.44 feet; thence 53'1'09'17 "E, for 141.97 feet; thence5.S42'1.2`55 "E, for 67.34 feet; thence S39'11'48 "W, for 22.26 feet; thenc6..,t61'i1'53 "W, for 4.55 feet; thence S50'45'48 "W, for 154.86 feet; th6lhce'S Y41'04 "W, for 21.51 feet; thence 534'14'53 "E, for 40.00 feet; tlxenire;;50'S8'S0 "W, for 52.16 feet to a point on the Southwesterly Iine 4f 0'aisi'`Baskin's Replat; thence along said line N39'01'06 "W, for `.553..69,:" feet; to the POINT OF BEGINNING; Containing 2�`[�:ocresr more or less. LEGENp: - Ll Denotres,•,Line- ..Table Number P.B.- Dendies t4bt,13ook PGS. Derfot';es`;Pa s ae P:O.B. D *e otes P64nt of Beginning P.O.C. O.er:atm- .Po1nt of Commencement SKETCH AND DESCFCIPTION BAYSIDE NURSING PAVILION 1=1170-00 000 17 29 SMITH 61 EAST I I RL 21 L " M"=1r4Mrtu?gC2 i►ssoer &rrs IN= igg =VC :.,.3:0: U-4 W JM" RM 700 Wx mno Ctit<gQ UTC- SX, A-i Sheet 2 of 2 - FARCEL Cr COMPOSITE EXHIBIT A�2. (Page ? LEGAL L`ESCRIPTION -(O ;f. -PG. 700 a 701) All that cortofn tract o� parcel of land situated. •I ng and baing In Section 17. Tswnahrp 29 South. Range is East, in the City of Clao -ter. Vounty of PI&I'las and :tote of Florida. more parllculerly Hounded and described an follows$ From the tdorthevai corner of BLOCK 2 of Rosub of Baskin: Re lot recorded in Plot Book 24. Pa . 92, Public Records of Pinallos County Florldot run Souity "6%eor"Weat, along the O North line of said BLOCK 2. 60.01 feat for a Point of_EkjkWrg 1hrnce run South t87'03-West, 150.02 fact, thanes run North 6S46'Ol"Eael, 0.01 otr•; thanea run 5oulh .. CB7'03"Weef, alo t the East Uno of sold BLOCK a 1227.93 foal hence rue South &SUW_Wost. 3148 foatk thence South 52!8'S4"YJtat. 215 foot �o "a alai an the Southwester Ilse of a Id BLOCK 2, thence ran North 3M1'O6•'Wssi,...14G3..27 feet chance r run Ncrt f)3'S9 "ii+►oat �o1any a Ill►e paroiisl !o end 60 {•of p�ster{{yy of trio Wost tln9 of :01st 4' BLOCK ] 109.20 feet �i09.02 feat Ffeldh Chance run North 4Z9t1 0 "Eil6h 322.93 fooU thanes run North Bpi O East aiotpg o line parallel to and. -'150 fssf southerly of Chi North line of said BLOCK 2) 901.76 {eel` thence run North Cb7'03 -af 150-02 feat, Chance run h North 0%S1011Ea71, aloe tho North Una of said 6LOCK M 280_.ieet to Point of Boginning. Conialnfsg 35.44 Acros are or Lass. a k lose % c . C Ali that corium rcal of land sllaoted tyieg oust bnTry� to 6acfibn R, Toxnshlp 79 Sontls, -0 � ._ Range IG Cost. taatho �1tyy of Ctoorwo�ar County of ::Plnillc6' odd State of Flarido, more r particularly bounded and dblerlbed as foliawo, ' �. From the Northooat corner of Black 2 of Reau1; ofr` a91�fq� fiaplot. recorded In Plat Pack m 24. posge r42, Public Records of Pinellas County. F.lor of iihonce 38%6'Ot"W. along the North Uric of said Block 2 60,01 fee}} for the-;P F: BEG Cis thence -8=' '03"W. 150.02 fact, thanks Nemg -dr'E, 60.01 lost, thbtleo S0corO "Tong the Eost Pee of said Block Q, 2•gg�t {watt thence lecYing said pna 58946'Ol7W. 2 0 Fast more or less to The a centqr(164 CIA creeNOVO hence Northwe ?art eta a pain on a ilns ba foot Voi d of SscHoa ifs thence Alalong sal tine, i 130.02 het to a Poi t of he South r tuof "w N8916'Ot'•H clang sold line, 200.00 1611 toAlm Containing 2.95 Acros More or Leas. TOid of "PARCEL A" That certain ppoorilon of Lot 9 3AW� p hnA In Flat 800kk 24. po e 4Q. Po 4.Redarr��s'of pp 29 South. Ronga t6 gEa0, t'laah -9 'CAUnt3� Flock From the northwesterly car,',��a{�' "6"t•'sald�� ! $ a In Plot Back 24 Pag• 424' t�apue' o'er ds of P i!t @916.Ot"l. 60.b0 laei,pl4ng'the,'nerthorly Una rd'cenlarilne, STO feet more or leas to arallal to the EaattWsel cantorflno or *old *of more or loser thence 110C3T103"r, 0 o� GT�o go BoutaYVrdt thence 9 Acros More or Lana. �g to the ma of plat thereof, recorded , Florldc. lying GS I Stcllan 17, Township tdyoe { allows, IlvtatoA of BASKUS REPLAt as recorded or Less. together with A trett cf land;ts+i;q , ,wlf4ifs Saattosn 17, TowrnikVp 29 Sonny. Ronga 16 East. Pinellas County. Ftarfdo and bet 4 14pre.. particularly described as follows, Oosaalone af%JMt •4taat 114 corner of sold section 17 for a Paint 4f fleferemat thence N8%rVOI"E I slangg the Vol!'• a lerline at sold Sectlo 17 f"�r 3381 foot lbance leaving sold one SOti358"E :tot: 4Q5.set, o #ho POINT OF 8EtlINN !hence t�48t4'OEi"E. for Et0.53 foot, lbpatS F189¢6fl1" #or. %9.37 t�aet thence 84�t3'i0�''yWy lar, 32E.93 feel. thanks H003'!59 "W. for 13,1E feet;' to -•tile OF BEC7iNNINGe and containing 1946 squors foot. more or less. Total 0 f0:3B'Aar6.7 Mary or Less. t R tipree of eo5tntrrged land In Old Tam po Day to Section IT, Township 29 South. Flange 16 East. a as unt�r; l=iar a. mare porflauiarly described as fallasrs, gplom, they 1NAl Ouarfer Corner of sat d� section 7 run North OS46101" Eaal ai the East" •t3l�t'�snthilfne�pf said Soctlon 17; a , Manc a1 755.49 feet to the center OF sold Section 17, `ihenew "south 0 On* East ale e � �Ih -South center&* of said Seoften 17. a distance fl}.•�¢ .44 fools the to South aID1 ` t along i(h�a Southwesterly Itna of Lot 2 of aatibtl{>�rtdoq of 8agk 'r Repiat as recuri�a in Plat Baok 24. Pegs 42 Pablo Rvatdg of Ptnetla• CO�r `tx..�vr Florida. a des once of 66LTG feet to i a mean high slater stark of Old Tampa 8gy and the .Palm of Bsgirtning. Thence continue South 3406" East along the a feastgn or the gold 1112-rate (1st of Lot 2 a distanco of X36.83 facie hence Sao_ 7dfl� 8osi. o stance of 8feet to the bulk d Ins as eslabgshed s the Pgaoos Counts Water and Igovt aiioa Control Avekorlly �+ M611919 Jnnua 8 89 an formally approved by the Trualoss f {he Internal tmprevsmsnt Ftmd In meal( MaY 1 . t §>s6Se fiance norliseosta��y chn sold bulkhead Elie being a cart►: to Cho right or 34 Ofl Maloof. radlve chord boa Part 415' 3" East chard distance :139.+03 feel, arc tongtl, +1'38.33 feet. thanes North SO= West a distance of 674.E9 feel to the IntarseCltoa with the sas�herfy ex�enelon of the desist line of sold Let} 2 of Ram*dlvlalan of a4$fet t Replete thanca North Ot87'03" Eget aIon sal so harly oxienslait 369.07 fool. �tfcre cots. to Cho moos high :rater mark of Old T a oy thence solilhwaslarty clang sots enao0 high water tearx 662 foal, more or isa2, to flea via a Bagtnnfagk COntaldig 9.60 acres, more or less. Upload Total of L04 Acres. 1 1 1 1 11 1 • P INELLRS COUNTY FLA . OFF,REC.6K 11802 PQ 1879 COMPOSITE EXHIBIT A I *f -page 2) • r _ &BSS AM F.�CZpT FROM COMOFXTF RKATB1;T •-2.. Page;. } the fo1.9,ow;.sg legal. descrJpC;&aA: ' A tract. of land lying within Section 17, Township 29 South, Range 16 East. Pinellas County, Florida and being more particularly descx'i6ed as follows: :yr Commence at the Northwest c6r`` r--•Qf,..glock 2 of A Resub Of Busk'in's Repiat. as recorded in Plat Bo *k''2. 4 page 42 of the Public Records of Pinellas County, Florida; thence - clong' the West line of said Bask'n's Replat, S0013'59 "E, for 30.0 A-4 thence S39 01'06 "£, for 356.56 feet along the Southwesterly one,. bf sat3 replat to the POINT OF BEGINNING; thence leaving sold line ,N62`03`34 E, for 88.09 feet; thence S2377'38 "E, for 34.80 feet; thence N6 .§'46` 5 "E. for 25.55 feet; thence 527'46'45 "E. for 13.51 feet; thenca'148216'03 "E, for 11208 feet; thence N42707'22 "E. for 113.46 feet; thep,ae ' 7 `02'41 "E, for 181.44 feet; thence S31 09'17 "E, for 141'.97 feet; thesn�.-S41�2'55 "E, for 67.34 feet; thence 'S39'1 1'48"W, for 22.26 feet; th`e6: -L-. S •71'53 "W, for 4.55 feet; thence. S50'45'48 "W. for 154.86 feet:.., -A :ende S13'41'04 "W. for 21.61 feet; thence S34`14`53 "E, for 40.00 feet ' fier c 550'58150 "W. for 5216 feet to a point on the Southwesterlylirit� of said Baskin`s Replat; thence along said line N39 01'06 "Nl.:::fpr ; 553.69 feet; to thb POINT OF BEGINNING; J. Co to lSig' =? is es =17a OV seas. .A..... i d i 1 b a ra m 1 rn l i a Q LINT: BEARING DISTANCE L 1 N 89 46'01'E 26.89' L2 S 51'0941'E 5152' L3 S BnIS628'E 93AS L4 S O43 I'll YE 16.59' L5 S 08 49'42"E 15.86' L6 S 13'18 08'E 21.96' L7 S 16'48!23E 73.88' 1-8 S 6209'34W 2525' L9 N 25'29'59'W 16.24' Li0 N 20 *1450'W 8.44' 1-11 N 16 47'SYW 74.51' L12 N 151If10'W 6.70' L13 N 13'18'35'W 19.79' Lt4 N 09115'30'W 55.74' L15 N 01'01'48'E 2(L54 L16 N 07'2655'E 31.67' L17 N 6238'51'W SAS L18 N 83136'28'W 18.73' L19 N 51'09'41*W 21.73' L20 S 89"46'01"W 29.42' L21 N 03'ST09* 1 89.37' 0 • 1 GULF TO BAY BLVD. WEST LINE OFrCi,C. NORTf411VEST BASKIN'S REPLAT -o, .CORNE1$ Of PINT LLAS COUNTY F'LR In BLOCK, 2,S 0F'F .REC , 8K 11602 PC: 15 @0 C"4 `- $ASKIN;S w BLOCK: 1 A RESUB OF BASKIN'S REPLA7'N N89.46101° 4•,90' "' SCALE: 1"=1,00' jt WEST RITHT .IKAY,LINE 'REPLAT et N SKYHARBOR,DRIVt I C CHORD TAN6ENr'-'CHORD BEARING _. C1 86'55 29- 25.00 37.93 34.34•., .,: 2T69 S 46-46-14-E C2 39V4'l8" 37.50 25.57 25 08 ''- i3:51 S 7(r4l'50'E C3 31'56'47' 50.50 28.16 "2'7..74 t, ''11.46 S 67'08'05'E C4 37'52'49' 162.14 107.20: fi .,,35.64 S 15'04'21W C5 419'30" 262.52 19.82; >,19.$1 9.91 S 1438'37E C6 774!59' 50.33 6 5] .4 '` Q 5l 316 S 20'30 52'E C7 33735' 217.17 1374 ':., 13.74:' 6.87 S 26112709"E CS 7547'13' 2450 9 1 ., 30'1$ 19.07 N 244514'W C9 2077'38' 3950 :'1� F . `1+4.03 7.13 N 7252'40'W C10 313647' 7550 _ 42.10' °r ` 41.55 21.61 N 67'08 05'W C11 39'04'18' 39.50 2G.94•- '•26.42 14.02 N 70'4l'5D'W C12 9.x3,5'31' {500: ,,40.x, 36.45 25.62 S 4TW15 *9 NOTES: 1.) The sketch shown•'hereon' is'for informational purposes only and is not intended to'.,deplct a survey performed in the field. 2.) The sketch showrrJiereon :was prepared without the benefit of a title abstrac 'and is`,sat}ject to any and oil easements. restrictions or ari'q'_: other matters of record. 3.) The bearinas'stiownshereon are based on the Held Deed Bearing of N89'46'01,'t-. for fife East West centerline of Section 17, Township 29 Sou tK_ Rdf e_,16- East. BLOCK 2 A RESUB OF BASKIN'S REPLAT 2 '9 � C �o Lis s L17 L16 ---J L15- UNPLATTED SEE SHEET 2 FOR LEGEND SKETCH AND DESCRIPTION -- \ BAYVIEW NURSING PAVILION - INGRESS/EGRESS EASEMENT 6 =4. =2001 GMK GMK +lf� -t14 SECTION TOMSMP RAMIE 1170 -001 -000 17 29 SOUTH I i6 EAST r x Ax E1V4C1k4EERtI4G ^ssOceA rrs, imt-- 4= sVJWx "MMT PHU to rw awl i awn sK•s lux 3W L'At 1 3 Jun 08. 2001 - 1: L13 L12 L1 I meets the mirrlmum Iscrhnical riandards as set forth by the Florida Board of Praft"ionat Surveyors and Mappers in Chnpler 61G17 -6 Florida Ada>Fnisfrolive Cade, in to Satrea 472.027, Florida Statutes Skelch and I-eqd 'Jescriplion not valid wilhout the signature and Sts original raised seal of a Florida Heers d Su add ppar. CERTIFIED TO T .. GAL�fi•54;R�ION l A L AN OSLUND �/ PROFESSIONAL guRn-yorl AND :RAPPER STATE OF FLORIDA F 4659 CERTIFICATE OF AUTHORIZATION No. LB 2610 Sheet of 2 corl"Stre 5-it. A -3 • • 1 LEGAL QEaQRIPnoN_ _ _. P INELLF3S COUNTY FL 8, , OFF.REC.6K 11602 PG 1391 A tract of land Eying within Section 17. Township 29 South, Range 16,EQst. Pinellas County, Florida and being more particularly described as follows: ? Commence at the Northwest corner of Block 2 of A Resub Of Soa; in s Rd-plot, as recorded in Plot Book 24, Page 42 of the Public Records of PPnellos County. Florida; thence`alonqlhe?West line of said Baskin's Replat, S00'13'59 "E, for 285.99 feet; thence N89'46'01'E, for 47,90 feetrio`q poi'i;V on the West right- of -woy line of Skyhorbor Drive, said point also being POINT OF BEGINNING ond.. "the . beginning of a curve to the left, of which the radius point lies N86'41'30 "E, a radial distance of 25.00 feet 6nd•'�iiaying a chord bearing and distance of S46'46'14 "E, 34.39 feet; thence southeasterly along the arc, ttirQuglr :..Q central angle of 863529", an arc distance of 37.93 feet; thence N89 46'01 "E. 26.89 feet to d po7nrof curvature; thence 25.57 feet easterly along the arc of a curve to the right, having a radius of 37.50, = feet.. end;4`central angle of 3904'18 ", a chord bearing and distance of S70'41'50 "E. 25.08 feet: thence S51'09'4i; "E� 515' feet to a point of curvature; thence 28.16 feet southeasterly along the arc of a curve to the left, tidviri4• 6 radius of 50.50 feet and a central angle of 3736'47', a chord bearing and distance of S67'08'05 "E'"'2.+:79 feet; thence S83'06'28'E, 93.43 feet to the point of intersection with a non - tangent curve to the left; " thehccr% southerly along the arc of said curve with c radial bearing S5559'13 "E, and having o radius of 162.14 1`ee4 a`- central angle of 3752'49', on are length of 107.20 feet and a chord bearing and distance of S15 04'22 ;i&, 'f05:26� feet; thence SO4 31'13 "E, 16.59 feet; thence S08'49'42 "E, 15.86 feet; thence S13'10'08 "E. 21.96 feet -jo $fie point of intersection with a non -- tangent curve to the left; thence southerly along the ore of said curve with a radial bearing N77'31'10 "E, and having a radius of 262.52 feet, a central angle of 0419'30 ", an arc length of 19.82 feet and a chord bearing and distance of S14 38'37 "E. 19.81 feet; thence S16'48'23 "E, 73:88 feet 1'o a point of curvature; thence 6.51 feet southerly along the arc of a curve to the left, having a rad'ius,af'=5033 feet and a central angle of 0724'59 ", a chord bearing and distance of S2030'52 "E, 6.51 feet to a._point of Eampound curvature; thence 13.74 feet southeasterly along the arc of a curve to the left, having a #.;21-7.17 feet and a control angle of 0337'35', a chord bearing and distance of S26'02'09 "E, 13.74 feet; Iberice S62'09'34 "W, 25.25 feet; thence 5+12529'59 "W. 16.24 feet; thence N20'1 4`50"W. 8.44 feet; thence N1647'33 "Wj. A 51 "feet; thence N15MI'10 "W, 6.70 feet; thence N13'18'35 "W. 19.79 feet; thence N0905'30 "W, 55.74 feet;,; th*&jce:• Nb.101'48 "E, 20.54 feet; thence N0712655 "E, 31.67 feet to the point of intersection with a non- tengeh curve. to the left; thence northwesterly along the arc of said curve with a radial bearing N7631'38 "W, and hdvmg 'n•: radius of 24.50 feet, a central angle of 7547'13*. an are length of 32.41 feet and a chord bearing aticf ,distct -� f N24'45'14 "W, 30.10 feet; thence N6238'51 "W, 3.13 feet to 0 point of curvature; thence 14.11 Feet; wd6te't1y along the are of a curve to the left, having a radius of 39.50 feet and a central angle of 2027'387,2�v choid;beoring and distance of N7252'40 "W, 14.03 feet; thence N83'06'28"W, 18.73 feet to o point of curvatur't4 "••thenga 42.10 feet northwesterly along the arc of a curve to the right, having, o radius of 75.50 feet and a;entroF..Qngle of 31'5647 a chord bearing and distance of N67'08'05 "W, 41.55 feet; thence N51'09'41 "W. 21'.734eet ttf c point of curvature; thence 26.94 feet westerly along the are of a curve to the left, having g'ra{fJ oS to .39.50 feet and a central angle of 3904'18 ", a chord bearing and distance of N7041'50 "W. 26.42 feet;. thence S89'46'01 "W, 29.42 feet to a point of curvature; thence 40.84 feet southwesterly along the-6rt;'Qf a''�urve to the left, having a radius of 25.00 feet and a central angle of 9335'31'. a chord bearingg' jo6a- distance of S42'58'15 "W. 36.45 feet; thence N0332'09 "W, 89.37 feet along the West right -of -way line` ci?, lfsfi01A or Drive to the POINT OF BEGINNING. Containing 0.318 acres;.•nore`or less. L1 Denotes Line': Toole `:!Number P.B. Den ote.%, Piat'Bo& PGS. Denotes Pcigesy „r` P.O.B. Denotes- Point, of Beginning _ P.O.C. Dencifes'fioint ` pf Commencement SKETCH AND DESCRIPTION _ `- SAYVIEW NURSING PAVILION - INGRESVEGRESS EASEMENT 0 1170 -001 -000 17 29 SOM 16 EAST o _ BNGINBSRIN40 ASSOCL&TES. INC. worax rMe JIM -M =81 j 2= 100 ra #is 4" Am M RAAiC t-M - 31 I Jun 08. 2001 - 1:38pm Sheet 2 qt 2 10 0 GULF TO BAY BLVD. P.O.C. We D TA NORTHWEST ka CORNER OF ,°n' �. BLOCK 2 OF C1 BASKIN'S is M REPLAT 22.73 17.37 cn .% .0 CU, RVE D TA RADIUS ' ARC CHORD TANG NT s'NO D REARING C1 98'17'34" 15.02 25.77 22.73 17.37 S 86'48'33"E C2 7'14'55" 688.88 87.75 87.09 43.63 N 3446'47 "W C3 257'53" 423.19 21:917 21.89 10.95 N 30.02'48 "1Y C4 0'07'03" 12420.00 26-.49 =,, 25.49 12.75 N 28 30`20 "W C5 010'25" 10912.63 •33:09:, 33.09 16.54 N 28'21'35 "W C6 ! 55' 17" 1393.50 ;' 46.73 ' .. 46.73 23.37 N 25"09'41'W If WEST LINE OF BLOCK 2 BASKIN'S REPLAT A RESUB OF S' BLOCK 1 BASKIN'S REPLAT � �� A RESUB OF &I, BASKIN'S REPLAT Bylyfi QS. N 50'5.38 8 54 "E L c� 100 50 0 10D '` ' •d'�'�, ��> SCALE: 1"=100 -; c NOTES: 1.) The sketch shown hereori-3s for informationol purposes only and is not intetdddF ...0. de'gict a survey performed in the field. 2.) The sketch sho.+vn, iterekn -•Was prepared without the benefit of a title abstract ,.a I ii,.sdb*t to any and all easements. restrictions or- an.y, gther• matters of record. 3.) The bearings `strawn hereon ore based on the Held Deed Bearing of N89 46'01E_fo*K he-East West centerline of Section 17, Township 29 Sout�,..13df3ge'`1F East. SEE SHEET 2 FOR LEGEND P.O.B. u; L! N 62.09'34 't;.;` 25.25' L2 S 24'124 "E ;' 49.42' L3 S 271fr4 :1'E. `'•.50.83' L 1 O L4 S 3i;49'SO�E ` •.'50.75' 1-11 L5 S 37'VS;a "E' 99.85' L6 S 44'16.'034i ? 50.07' L7 S 5$8'Q!'"E, 49.90' LINE BE ARING DIST NCF f 50.06' i L8 S 39'57'58 "E L9 S 3952'26 "E 49.97' L 1 O N 50'45'06 "E 33.35' 1-11 N 50'44'39 "E 26.33' L12 N 53'06'1 3E 23.34' •af L13 N 49 48'35 E 51.90' *I tt L14 N 4405'06 "E 46.09' z L15 S 42'12'55 "E 23.06' I'I in L16 S 3802'35 "W 11.32' L17 S 4a 2323 "W 10.84' m m L18 S 6172 1'53'W 4.55' ;K m L19 S 50 45'48 "W 164.66' L20 S 13 41'04 "W 21.51' m c L21 S 34'1453 "E 40.00' N x L22 S 50'58 50 "W '26.46' -c L23 N 36'0445"W 89.46' -0 -� L24 N 40'03 08 W 71.31' r L25 N 40'01'53 "W "W 84.02'. rA 3' L25 N 40'13'15 27.51" w L27 N 39 39'49 "W 51162' ra BLOCK 2 A RESUB OF BASKIN'S REPLAT is I L17 1 ;` . \.''�. SKETCH AND DESCRIPTION I �- BAYVIEW NURSING PAVILION - INGRESS/EGRESS EASEMENT 1 IE Ti X1170 -001 -000 � i7 TH I PIS f I Fq C I XM=t&4EEEtslVG A550GtATEs, JI4C- Ra acing WOW MW to .00 sm sc o r st a wa M�na� � meets the minimum lechnieai standards as set forth bythe Florida 9oard of Professional Surveyors and 14dappers in Chapter SIG17 -6 Florida Administrative Code, pursuant to Section 472.927. Florida Statutes Sketch and Lsgqal Jescripik:n not "aiid wilhoui the signature and•lka wiginal rats a ^ea: of a Florida ticeni;*d Sur" �n Mapper. CERTIFIED T A! ALLAN OSLUND PROFESSIONAL SUW. EY. ^.R AM) MAPPER STATE OF FLORIDA # A659 CERTIFICATE or AU7l40RIZA7:0N Na. L8 2610 00T445-t'a �5X. At-4 r= Sheet ? of 2 ,- ; i� 0 0 j THIS IS W)J. A SURV Y A IhfELLRS COUNTY F't.R , OFF.REC,BK 11602 FO 1383 LEGAL DESCRIPTION: I A parcel of land lying within Section 17, Township 29 South, Range`1.6 lost, Posca County, Florida and being more particularly described as follows: Commence at the Northwest corner of Block 2 of A Resub Of Baskin,s Replot, as recorded in Plat Book 24, Page 42 of the Public Records of Pinellas County. Florida; 4 eriL;�-910rlg the West line of said Buskin's Replot, S00'13'59 "E, for 399.07 feet; thence S39'01'06 "E, for 368.03' €eel ?ofong the Southwesterly line of said repiot; thence N5058'54 "E, 58.09 feet to the POINT OF BEGINNING',thepce N6209'34 "E, 25.25 feet; thence S2412'41 "E, 49.42 feet; thence S27-46'41 "E, 50.83 feet; thence S31'4b'50 E 5$.75 Teet; (hence S3734'53 "E. 99.85 feet; thence 540'16'03 "E. 50.07 feet; thence S3958'01 "E. 4-6190 "fee4 - 'thence• $3957'58 "E. 50.06 feet; thence i S39'52'26 "E, 49.97 feet to the point of intersection `with' wripn- tangent curve to the left; thence easterly along the arc of said curve with a radial bearing N52'20'4 E ;, arid! having a radius of 15.02 feet, a central angle of 9817'34 ", on arc length of 25.77 feet and a chord 'beoriifg and distance of S86'48'33 "E, 22.73 feet; thence N50 45'06 "E, 33.35 feet; thence N50'4439 "E. 26:33 f601•:46ence N5308'13 "E, 23,34 feet; thence N49'48'35 "E, 51.90 feet; thence N44'05'06 "E, 46.09 feet; thence S4212'55 "E, 23.06 feet; thence 538'02'35 "W, 11.32 feet; thence S40'23'23 "W. 10.94 feet; thence S61' •513 "W, 4.55 feet; thence S50'45'48 "W, 154.85 feet: thence S13'41'04 -W. 21.51 feet; thence S34'14'53 "E. «0.00 feet, thence S5058'50 "W, 26.45 feet; thence N36'04'45 "W, 89.46 feet; thence N4003'08 "W. 71.31 feet; t6nce4N4O*01'53 "W, 84.02 feet; thence N40'13'15 "W, 27.51 feet; thence N39'39'49 "W, 58.62 feet to the pgiht• of ihterpectfon with a non - tangent curve to the right: thence northwesterly along the arc of said curve wit h o ' 3aflai bearing N5135'46 "E, and having a radius of 688.88 feet, a central angle of 0714'55 ". an arc fengfh 4787,16 feet and a chord bearing and distance of N34'46'47 "W, 87.09 feet to the point of intersectiory'-wittf., a non - tangent curve to the right; thence northwesterly along the arc of said curve with a radial bearin•Q N$B�$'16 "E, and having a radius of 423.19 feel, a central angle of 0257'53 ". an arc length of 21.90 fe>t`Emd a;cFiord bearing and distance of N30'02'48 "W. 21.89 feet to a point of compound curvature: thence 25'49 ,feel. northwesterly along the arc of a curve to the right, having a radius of 12.420.00 feet and a central dngle'4f 130'07'03 ", a chord bearing and distance of N2830'20 "W, 25.49 feet to a point of compound curvature; iheiice 33;09 feet northwesterly along the arc of a curve to the right, having a radius of 10.912.63 feet and of cdhtrdt--t;ng1e of 00'10'25 ", a chard bearing and distance of N28'21'35 "W. 33.09 feet to the point of intersectfon`�with.•.g..4ton- tangent curve to the right; thence northwesterly along the arc of said curve with a radial beac�tr►� - N63'52'40 "E, and having a radius of 1,393.50 feet, a central angle of 01'55'17 ", on arc length of 46.73 feet and•-.g-:.chord bearing and distance of N25'09'41 "W, 46.73 feet to the POINT OF BEGINNING. '4 Containing 0.416 acres.,no�e.,or`7ess. LEGENDe L Denotes tjn4 "Table ^Number P.B. Denotes Plat`'Bobk C.P.B. Denotei'VCandorriir:ium Plot Book PGS. Denotes Peres•° " P.O.B. Denotes- P•_oin1:-:pf Beginning P.O.C. Denotes,.Ppint;'ot Commencement _ SKETCH AND DESCRIPTION BAYVIEW NURSING PAVILION - INGRESS/EGRESS EASEMENT SGlStE /it�01 DRAM K CA= WK '-� =Tlmt Ss S691sE -- 1170 -001 -000 17 29 S0U11i is EAS7 8hTC1NiLERIlYG ASSOGl�TES. lNC. On scam �7 Mac R7 SID "" "erm MM 0-41R Sheet 2 of 2 ' Bella Terra on the Bay Parking Sufficiency Study April 21, 2008 - Revised August 12, 2008 ' Page 13 of 13 ' APPENDIX 2 EXISTING PARKING SURVEY AT THE VILLAGE 1:102026\02026002.00\DOC\Permits \City of Clearwater \AttachmentD _parking_STUDY.doc • • Existing Parking Survey at The. Village For 4040 N. Central Expressway Suite 200 Dallas, Texas 75204 214559-4080 The-- VIII-age. 8000 NW 27th Boulevard Gainesville, Florida 32606 Prepared by= William alan northsea, architect florida registration ar 0008222 consultation services 4117 northwest 66th terrace 352 377 -0328 flainesville, forida 32606 bilinsea@bellsouth.net +- Table of Contents n Section 4.0 Purpose and Scope 2.0 Procedures Graphic — Overall Campus I . Graphics — Lake House Area Graphics — Magnolia Grand Area Graphics — Tower Villas Area 3.0 Raw Data Lake House —Cars per Unit 1 Lake House Cars per Bedroom 1 Magnolia Grand — Cars per Unit 1 (l Magnolia Grand — Cars per Bedroom J Tower Villas — Cars per Unit ' U Tower Villas — Cars per Bedroom r l Campus Wide Independent Living Units — Cars per Unit UCampus Wide Independent Living Units Cars per Bedroom U4.0 Summary and Conclusion 1 1 Page 1 1 thru 2 O-1 LH-1 thru LH-2 MG -1 thru MG -2 TV -1 thru TV-2 1 thru 3 LH -3 LH-4 MG-3 MG-4 TV-3 TV-4 CW -1 CW 2 1 thru 2 1 1-1 2.0 Procedures This evaluation and report is based upon observations made during on -site field work U U 1.0 Purpose and Scope (j The purpose of this survey and assessment is to provide the client with information 1 related to the current existing parking use at the Independent Living type units at The Wage in Gainesville, Florida. The current Unified Land Development Code for Alachua County does not define or establish requirements for independent Living Residential Fil Units in Section 407.14 and this evaluation is to provide criteria for establishing design L standards for that use at the subject property. The subject property and scope of this evaluation and analysis consists of a survey of existing vehicle parking use at three Independent Living residential facilities at The Village, in Alachua County, Florida — Lake L House (180 Units), Magnolia Grand (60 Units), and Tower Villas (56 Units). In addition, nan analysis of the existing parking use for a Marketing Facility was conducted. The existing site lay -out and number and type of available parking spaces, along with noted use and patterns was obtained from the client and property owner and reviewed and evaluated. In addition, interviews were conducted with Management, Marketing and Gate Security personnel and initial field observations were conducted at various extreme times of day prior to commencing the count to determine the most representative 1 patterns of use for evaluation. Noted areas of use by staff and visitors for each. complex were included, and Gate Security personnel indicated a total trip generation per day as a maximum of one'trip per unit, or lesson the average. All available spaces and types (i were field verified and graphic representations of each of the three areas are included as 1 I Sheets LH -1 and 2 for Lake House, Sheets MG -1 and 2 for Magnolia Grand, and Sheets TV 1 and 2 for Tower Villas. A survey for a period of one week was conducted on a regular basis at various times through -out the day pre- determined to exhibit the Clmost variation for the residential use. In addition,. historical data was reviewed and an interview was conducted with Marketing personnel to determine past use and projected future use for the Marketing function at the facility. The data collected during this (� investigation appeared to be accurate, as to a representation of actual use. However, u the provided services do not include complete verification of the accuracy or authenticity of information provided by others. l U . 2.0 Procedures This evaluation and report is based upon observations made during on -site field work U U co nducted from Sunday, 26 March 2006 through Saturday,I April 2006_ Graphic representations of each of the areas were prepared after field Verification and noted r patterns were observed and noted by interviewed personnel. Observations were then . made and an actual vehicle count was recorded at 5:00 AM, 2:30 PM and $:00 PM at each of the three subject locations — Lake House, a 180 Unit complex with 148 , Bedroom and 32 2 Bedroom Units, or 212 Bedrooms, Magnolia Grand, a 60 Unit L complex with 201 Bedroom and 40 2 Bedroom Units, or 100 Bedrooms, and at Tower Villas, a 56 Unit complex with 341. Bedroom and 22 2 Bedroom Units, or 78 Bedrooms. It should be noted that all complexes are 100 percent occupied. Data was recorded as L actual number of vehicles, vehicles per Unit, and vehicles per Bedroom. Data is presented in raw form and graphically as Sheets LH 3 and 4 for Lake House, Sheets Pi r �I i� I� I� MG -3 and 4 for Magnolia Grand, and Sheets TV -3 and 4 for Tower Villas_ A Summary of recorded data for all Campus Wide Independent hiving Units, as actual number of vehicles, vehicles per Unit, and vehicles per Bedroom, is presented as Sheets GW -1 and GW 2. In addition, an interview was conducted with Michele Rist, the Director of Marketing for the Village for the past 18 years, prior to commencing the count and typical use patterns and peak periods were discussed. Separate interviews were also conducted with Management and Gate Security personnel. Historical data was reviewed, and field observations were made relative to parking use for Marketing functions, to analyze wdsting and projected use. 2 1 1-7--1 zt, 8 NEW 'a 8 NEW 'a 6"c-If F ` M Z. "j -if4- glpu, i7por- j 7 A r 2'i 0 Z3 p G 4 � MMM -AWN FF®R ?F A�L Ilk . 10 L_ williarn clan northsea a r c h i t e c t fforida registration number AR 0008222 4117 - 66th terrace gamewfle, florida 32606 35 2 3;70328 bilinsea@beffsouth.net .77*1 OWN 9 Eel .... . . ... . . Existing Parking Survey - The Village for th,14 S.R. MO r5m Dem T_ 214"5'4m Lake House - The Village Gainesville. Ronde WAS. F A MC M-- "IM, .4 010 ,.g X.: file number date : 06 sheet number 0603-111 revisions LH-I = Jim 'M m im, am m m � M- Vol m mm m m am- Im � m w 411 r� am aian nortnsea a r c h i t e c t ftkkmpMw wnba AR MM number M na L,7rano - i ne vju= F, A IL ]L---i utj (---. 1-7-." c -. - --, F- M t ...... .... . ... . . . . . . . ... . . . . . . . . . . . . . . . . . . x ul a end 60 ni ts co 2- (Y- B R 40 - 2 B R 0 1 edrooms) NORTH 0 Partial Plan, - Existing Magnolia Grand Area 0 251 50, .100, IL 1 1 1 M kv, Ni 7 J& : 727 M — T N mo . . . . . . .... MIT F. william alan northsea a r c h i t e c t fill registration number AR 0008222 4117 rill 66th terrace giainesville, floride 32606 352 377-0328 bilInsea(Mbellsouthriet Existing Parking Survey - The Village for 4M N C-.1 lill three S .H. 2M WmT-752M4 214 559-4M Tower Villas - The Village Gainesville. Florida p- I- bk.. file number date sheet number 27 march 06 0603-1 revisions TV-1 Partial Plan - Existing Tower Villas Area C4 rcoo over Villas, 560 Units .34 -.1 BR 22 - 2 BR (78 Bedrooms) w CD 00 NORTH cd —Z (D M( 0 261 100, *a me- M so aw ANN AM' we M Aw ow MIR Mw M n I I �f 3.0 Raw Data nLake House -180 Units 212 Bedrooms 100 Percent Occupied E i Sunday 9:00 AM 2:30 PM 8:00 PM 26 March 06 71 Cars 79 Cars 72 Cars .39 /Unit .34/BR .44/Unit .37 /BR .40 /Unit - .34BR Monday 9:00 AM 2:30 PM 8:00 PM 27 March 06 89 Cars 88 Cars 95 Cars nn .49/Unit .42/BR .48/Unit .43/BR .53/Unit .45/BR i Tuesday 9:00 AM 2 :30 PM 8:00 PM 28 March 06 87 Cars 95 Cars 90 Cars .48/Unit .341BR .53/Unit .45/BR .50/Unit .421BR Wednesday 9 :00 AM 2:30 PM 8 :QQ PM i r29 March 06 91 Cars 94 Cars 75 Cars .51/Unit .431BR .52/Und .44/BR .42/Unit .35/BR Thursday 9 :00 AM 2:30 PM 8:00 PM 30 March 06 94 Cars 91 Cars 82 Cars .52/Unit .44/BR .51/Unit .431BR .46/Unit .39/BR [J Friday 9:00 AM 2:30 PM 8 :00 PM 31 March 06 92 Cars 97 Cars 72 Cars fI 51/Unit .43/BR .54/Unit .461BR .40/Unit .341BR Saturda y 9:00 AM 2:30 PM 8:00 PM r , 1 April 06 79 Cars 85 Cars 91 Cars U .44/Und .37/BR ..47/Unit .40/BR .51/Unit .43BR (� l Magnolia Guard - 6Q Units 100 Bedrooms 104 Percent Occupied U Sunday 9:00 AM 2:30 PM 8:00 PM n 26 March 06 47 Cars 47 Cars 46 Cars LJ _78/Unit .47/BR .78/Unit _471BR .77/Unit .46/BR Monday 9:00 AM 2:30 PM 8:00 PM U 27 March 06 42 Cars 43 Cars' 47 Cars .70/Unit .421BR .72/Unit .43/BR .781UNt .471BR Tuesday 9:00 AM 2:30 PM 8 :00 PM M 28 March 06 44 Cars 39 Cars 45. Cars r I .73/Unit .44 1BR .65/Unit .39/BR .75 /Unit .45 1BR L..1 J I J n I l 1 J �i inn i i n n �u • Wednesday 9 :00 AM 29 March 06 40 Cars . .67/Unit .40BR Thursday. 9:00 AM 30 March 06 38 Cars .63/Unit .38BR Friday 9:00 AM 31 March 06 46 Cars .77/Unit .46/BR Saturday 9:00 AM 1 April 06 46 Cars .77/Unit .461BR Tower Villas _ 56 Units 78 Bedrooms Sunday 9:00 AM 26 March 06 37 Cars .66/Unit -47/BR Monday 9:00 AM 27 March 06 41 Cars .73/Unit .53/BR Tuesday 9:00 AM 28 March 06 44 Cars .79/Unit .561BR Wednesday 9 :00 AM 29 March 06 43 Cars .77/Unit .551BR Thursday. 9:00 AM 30 March 06 42 Cars 75/Unit .541BR Friday 9:00 AM 31 March 06 45 Cars .80/Unit .581BR Saturday 9 :00 AM 1 April 06 : 40 ears .71/Unit .511BR • 2:30 PM 41 Cars .68/Unit .411BR 2:30 PM 47 Cars .78/Unit .471BR 2:30 PM 39 Cars .65/Unit .391BR 2:30 PM 43 Cars .72/Unit .431BR 100 Percent Occupied 2:30 PM 42 Cars .75Atnit .541BR 2:30 PM 43 Cars .77/Unit .551BR 2:30 PM 40 Cars .711Unit .5113R 2:30 PM 40 Cars .71/Unit .511BR 2:30 PM 41 Cars .73/Unit .531BR 2:30 PM 40 Cars .71/Unit .511BR 2:30 PM 41 Cars .73/Unit .531BR -2- 8:00 PM 47 Cars .78/Unit .47/BR 8:00 PM 34 Cars• .57/Unii .34/BR 8:00 PM 50 Cars .83/Unit .50 1BR 8:00 PM 44 Cars .73/Unit .44/BR 8:00 PM 40 Cars .71/Unit .51/BR 8 :00 PM 44 Cars .79/Unit .561BR 8:00 PM 41 Cars .73/Unit .531BR 8:00 PM 40 Cars .71/Unit .51/BR 8 :00 PM 48 Cars .86/Unit .621BR 8:00 PM 40 Cars .71/Unit .511B R 8 :0o PM 46 Cars .821Unit .591BR 1 1 0 1 1 f� F1 [i u I U I H Campus Wide Independent living Units - 296 Units 390 Bedrooms 100 Percent Occupied Sunday 9:00 AM 2:30 PM, 8:00 PM .26 March 06 155 Cars 168 Cars 158 Cars .52/Unit .40BR .57/Unit .43BR .53/Unit .41BR Monday 9:00 AM 2:30 PM 8:00 PM 27 March 06 172 Cars. 174 Cars 186 Cars .58 /Unit .441BR .5911-Init .45BR .63/Unit .48BR Tuesday 9:00 AM 2:30 PM 8:00 PM 28 March 06 175 Cars 174 Cars 176 Cars .59/Unit .45BR .59/Unit .45BR .59/Unit .45Ba Wednesday 9:00 AM 2:30 PM 8:00 PM 29 March 06 174 Cars 175 Cars 162 Cars .59/Unit .451BR .59/Unit .45BR .55/Unit .42/BR Thursday 9 :00 AM 2:30 PM 8:00 PM 30 March 06 174 Cars. 179 Cars 164 Cars .59/Unit .45BR .60/Unit .461BR .55/Unit .42BR Friday 9:00 AM 2:30 PM 8:00 PM 31 March 06 i 83 Cars 176 Cars 162 Cars .62/Unit .47/BR 59/Unit .45/BR .55/Unit .42113R Saturday 9.00 AM 2:30 PM 8:00 PM 1 April 06 165 Cars 169 Cars 181 Cars .56/Unit .421BR 57/Unit .431BR .61/Unit AMR Marketing The Marketing staff currently. consists of four employees and there are no plans for expansion of the staff. All Marketing operations must be scheduled in advance with the staff and any unscheduled visitors are turned away at the entrance gate to the campus, and asked to contact staff for an appointment. Operations generally consist of a tour of the campus and discussion that lasts two and one half hours and must be scheduled in advance. Marketing tours historically have occurred at the rate of 50 tours per month and are scheduled as such, or 12.5 tours per week on a seven day week basis. Although the entire staff of four is rarely present at the same time, an evaluation indicates the . need for 4 employee spaces, and a maximum of two guest spaces as tours are not scheduled simultaneously. Visitors or vendors not scheduled to tour are extremely rare but may account for an additional space on occasion. Michele Rist, Director of Marketing for 18 years has indicated a maximum need for 8 spaces presently, 4 for staff, 2 for scheduled appointments, and 2 for vendors or on- campus personnel. Although she has indicated she believes that need will not change in the future, a maximum need for 10 spaces is a logical conclusion. -3- - r r - — - - Campus Wide Independent Living Units its Z96 Units (202 1 BR 94 2 BR) p 390 Bedrooms 1.10 1.00 [•1DL 0.80 E Q 2 0.70 QD M 0.6C a� a" 0.5C U OAC 0.3( 0.2( 0.1( 0.00 a s ¢ a a ¢ a a. ¢ a a ¢ a a ¢ a a ¢ a a. 0 0 0 O M O 0 0 0 O M O 0 0 0 O M O High, 0 O 0 0 0 O M O 0 0 0 O M O 0 0 0 O In O 0) N 00 Sunday CA N CO Monday M N 00 Tuesday AvePeak •' - 01 N 00 Thursday �- i -• •• O) N 00 Saturday 26 March 06 27 March 06 28 March 06 29 March G6 30 March 06 31 March 06 1 April 06 .: • 1 / % I ✓ '/ INS % N / � % / Fall // a s ¢ a a ¢ a a. ¢ a a ¢ a a ¢ a a ¢ a a. 0 0 0 O M O 0 0 0 O M O 0 0 0 O M O 0 0 O n 0 O 0 0 0 O M O 0 0 0 O M O 0 0 0 O In O 0) N 00 Sunday CA N CO Monday M N 00 Tuesday On N Wednesday 00 01 N 00 Thursday M N CO Friday O) N 00 Saturday 26 March 06 27 March 06 28 March 06 29 March G6 30 March 06 31 March 06 1 April 06 v 5 � � s E M c 0 C O [if] > N C A CO n o � ti co 0 V g �L r N a� o • • Tower Villas - 56 Units 78 Bedrooms 100 Percent Occupied Peak High - 48.00 Cars .86 Cars /Unit .62 Cars/ Bedroom Average - 41.81 Cars .75 Cars /Unit .54 Cars/ Bedroom Peak Low - 37.00 Cars .66 Cars /Unit .47 Cars/ Bedroom Campus Wide Independent Living Units - 296 Units 390 Bedrooms 100 Percent Occupied Peak High - 186.00 Cars .63 Cars /Unit .48 Cars/ Bedroom Average - 171.52 Cars .58 Cars /Unit .44 Cars/ Bedroom Peak Low - 155.00 Cars .52 Cars /Unit .40 Cars/ Bedroom It was observed that although during the seven day pattern there were some slight peaks at different times of the day, each of the observed complexes seem to have a relative constant number of visitor, staff and service vehicles in addition to resident vehicles using the parking facilities at each of the different times of day. 1 The conclusion that can be reached, based upon observation and recorded data, is that the Peak High for Independent Living Units at the entire complex, occurring at the Tower Villas Complex, is .86 Cars /Unit or .62 Cars /Bedroom, and the Peak High for all of the Independent Living Units on a campus wide basis is a value of .63 Cars /Unit or .48 Cars/Bedroom. (R'es�pectfull , William Alan Northsea, Architect Florida Registration AR 0008222 1 I ! 4.0 Summary and Conclusion (� J A Summary of collected data is as follows: Lake House -180 Units 212 Bedrooms 100 Percent Occupied II Peak High - 97.00 Cars .54 Cars /Unit .46 Cars/ Bedroom Average - 86.14 Cars .48 Cars /Unit .41 Cars/ Bedroom n Peak Low - 71.00 Cars .39 Cars /Unit .33 Cars/ Bedroom Magnolia Grand - 60 Units 100 Bedrooms 100 Percent Occupied F) Peak High - 50.00 Cars .83 Cars /Unit .50 Cars/ Bedroom Average - 43.57 Cars .73 Cars /Unit .44 Cars/ Bedroom _ Peak Low - 34.00 Cars .57 Cars /Unit .34 Cars/ Bedroom Tower Villas - 56 Units 78 Bedrooms 100 Percent Occupied Peak High - 48.00 Cars .86 Cars /Unit .62 Cars/ Bedroom Average - 41.81 Cars .75 Cars /Unit .54 Cars/ Bedroom Peak Low - 37.00 Cars .66 Cars /Unit .47 Cars/ Bedroom Campus Wide Independent Living Units - 296 Units 390 Bedrooms 100 Percent Occupied Peak High - 186.00 Cars .63 Cars /Unit .48 Cars/ Bedroom Average - 171.52 Cars .58 Cars /Unit .44 Cars/ Bedroom Peak Low - 155.00 Cars .52 Cars /Unit .40 Cars/ Bedroom It was observed that although during the seven day pattern there were some slight peaks at different times of the day, each of the observed complexes seem to have a relative constant number of visitor, staff and service vehicles in addition to resident vehicles using the parking facilities at each of the different times of day. 1 The conclusion that can be reached, based upon observation and recorded data, is that the Peak High for Independent Living Units at the entire complex, occurring at the Tower Villas Complex, is .86 Cars /Unit or .62 Cars /Bedroom, and the Peak High for all of the Independent Living Units on a campus wide basis is a value of .63 Cars /Unit or .48 Cars/Bedroom. (R'es�pectfull , William Alan Northsea, Architect Florida Registration AR 0008222 1 1 s 1 1 D 0 1 Attachment "E" ITE Trip Generation Rates Trip Generation Rates - Per ITE Existing Use ITE Land Use Code Existing Weekday AM Peak PM Peak Senior Adult Housing Attached 252 229 797 17 26 Assisted Living 254 94 258 24 36 TOTAL 323 1055 41 62 Proposed Use ITE Land Use Code Proposed and To Remain Weekday AM Peak PM Peak Senior Adult Housing Attached 252 229 797 17 26 Assisted Living 254 210 576 53 80 TOTAL 439 1373 70 106 Total New Traffic I 1 1 318 29 44 1 J:\ 02026 \02026002.00\DOC\Permits \City of Clearwater\AttachmentE Trip Generation Rates.doc 1 i • Attachment "F" Bella Terra on the Bay 2855 Gulf to Bay Blvd FLD2008 -05012 Response to 6 -4 -08 DRC Comments 1. Environmental Condition Prior to building permit: Provide detailed erosion control measures for the construction wash down area. Not Met Sarah Josuns 562 -4897 A construction entrance detail has been added to sheet SC2.03 and note to Erosion Control Plans. 2. Fire Condition The porte- cacheres must have a clear height of 14'. Acknowledge PRIOR TO CDB Not Met Leonard Rickard 562 -4327 x3078 The porte- cocheres [IL entrance and ALMS entrances] are designed to have a 14' -0" height clearance. Please refer to Wall Sections [Sheet A4.07 and Sheet A4.101. Confirm with Jim Keller (City of Clearwater Fire Plans Review) that the existing note is sufficient. 3. Fire Condition Must Comply with Ordinance No. 7617 -06 Radio System Regulations for buildings, Install 911 Radio Repeater / Antenna Booster System for emergency Fire and Police communications. Acknowledge intent to comply in letter form for file PRIOR TO CDB Not Met Leonard Rickard 562- 4327 x3078 The architect will request the application for this system from Jim Keller. A letter, or email if sufficient, will be sent to Jim Keller confirming the willingness to comply. 4. Fire Condition Add 80,000 lb. requirement to bridge comment on page CS3.02 and SC3.04 PRIOR TO CDB Not Met Leonard Rickard 562 -4327 x3078 A note has been added referring to an inspection report prepared by Delta Engineering, assuring that the 80,000 lb. bridge requirement is met. Additionally, a certification letter issued by Delta Engineers has been provided to Jim Keller and Wayne Wells. A copy of the letter is included in the resubmitted package. See Attachment "H ". 5. Fire Condition Provide location of Fire Department Connection. This must be a minimum of 15' from the building in an accessible location and be within 25' to 50' of a dedicated fire hydrant. Show on Utility pages PRIOR TO CDB. Not Met Leonard Rickard 562 -4327 x3078 The location of the FDCs has been added to the utility sheets. Additionally, a Siamese connection can be Iocated in the exterior wall of the Pump Room if necessary [BOH1201. 6. Fire Condition All vehicle gates will be required to be equipped with a Knox Key switch and have battery backup in the event of power outage. Show on plan pages SC3.01,SC3.02, SC3.03, SC3.08 PRIOR TO CDB Not Met Leonard Rickard 562 -4327 x3078 A note indicating the need for a Knox Key and battery back up has been added to the requested sheets above. Additionally, the application for this system has been requested from Jim Keller. 7. Fire Condition All vehicle gates must maintain a minimurn 20' clear opening. Show on pages SC3.01, SC3.02, SC3.03 & SC3.08 PRIOR TO CDB Not Met Leonard Rickard 562 -4327 x3078 The vehicle gates have been redesigned to ensure the minimum clear opening conforms in all Iocations to this requirement and the measurement has been added to the sheets above. IJ:\ 02026 \02026002.00\DOC\Pemiits \City of Clearwater \AttachmentF- 6- 4- 08_DRC Comments_ reponse7- 2- 08.doc 8. Harbour Master Condition No issues. Not Met Wayne Wells, AICP 727 -562 -4504 9. Land Resource Condition Reassess potential impacts at every tree to be preserved. Address utility demo impacts under the trees canopies. Insure all proposed utilities are addressed, roof drains and sanitary demo at trees #361 and 4366, sanitary demo at tree #352, roof drain at trees #431, 411 and 440, water lines at #440 and storm drain at tree 398. The proposed sanitary is too close to tree #357. These are just a few examples. Revisit every tree to insure every impact is addressed prior to building permit. Not Met Rick Albee 727 -562 -4741 The Applicant has decided to utilize a certified arborist at the site 6 months prior to and during construction to ensure preserved trees are properly pruned and protected. Utility demolition plan conflicts have been addressed by the engineer in conjunction with the landscape architect. As mentioned during the DRC, roof drains will run above existing ground to avoid damaginb trees.- -- - - The Landscape Architect has reviewed the specific tree conflicts noted above as well as the overall tree preservation plan, and revised barricades and utility locations accordingly. Trees rated 2.5 and larger have been included in the overall calculations as trees to be replaced when removed. Notes were added to the preservation table to acknowledge that existing utility lines that would appear to be in conflict with existing trees are to be abandoned in order to reduce impact to existing root systems. 10. Land Resource Condition Show the proposed underground eclectic on the tree preservation plan and address the possible tree impacts prior to building permit. Not Met Rick Albee 727 -562 -4741 The underground electric has been added to the tree preservation plan, and revisions have been made to address potential impacts to existing trees. 11. Landscape Wheel stops are required for all parking spaces that abut landscape areas (in addition to required curbing). This applies to both existing parking spaces to remain and new parking spaces. Not Met Wayne Wells, AICP 727 -562 -4504 Wheel stops will be added to the proposed parking spaces that require this feature. As discussed during DRC, a waiver from providing wheel stops to existing spaces is requested. 12. Legal Condition No issues. Not Met Wayne Wells, AICP 727 -562 -4504 13. Parks & Rees Condition The Public Art and Design Impact Fee is due and payable on this project prior to issuance of building permit. This fee could be substantial and it is recommended that you contact Chris Hubbard at 727 -562 -4837 to calculate the assessment. Not Met Debbie Reid 562 -4818 Will comply. 14. Solid Waste Condition Please explain how all solid waste will be handled. Not Met Wayne Wells, AICP 727 - 562 -4504 A solid waste roll -off system and recycling dumpster will be located within the service yard. See sheet SC3.03. Trash throughout the campus will be collected by maintenance employees and disposed in the compactor. 15. Storm Water Condition a. The following shall be addressed at Building Permit application. 1. City of Clearwater criteria allows only 1/2 credit to be given to the existing impervious area in curve number determination. Per TBE's correspondence with City Engineer Phuong Vo, the Existing Curve Number calculation has been adjusted to reflect City of Clearwater's criteria. See Attachment `F V for revised calculations. J: \02026 \02026002.00 \DOC\Permits \City of Clearwater \AttachmentF_6- 4- 08_DRC Colments_reponse7- 2- 08.doc 1 t 1 1 1 1 L I A f 1 1 F t b. Provide a copy of the approved SWFWMD permit. Approved SWFWMD ERP Permit No. 44030075.002 for this project is forthcoming. A copy of the SWFWMD approval letter will be submitted when received. c. Show on the construction plan a drainage easement drawn from the center line of the creek to a point 25 -feet beyond the top of bank on either side of the creek to be dedicated to the City of Clearwater. Sufficient documentation shall be submitted and approved prior to issuance of the first Certificate of Occupancy. Please contact Earl Barrett at 727 -562 -4754 for further information. Corrections have been made to show that the entire ditch shall have a drainage easement. See sheet SC3.04 d. The City of Clearwater suggests a 25' private drainage easement over the pond outfall pipe of the Harbour Wood Nursing Center- to be dedicated to the owner of this center. Please show this easement on the construction plan and a copy of the easement document to be submitted to the City for record. An existing cross - access agreement between HarborWood and BVG sufficiently addresses stormwater pipes and all shared utilities. General note: 1. DRC review is a prerequisite for Building Perni t Review; additional comments may be forthcoming upon submittal of a Building Permit Application. Not Met Steve Doherty 562 -4773 16. Traffic Eno, Condition a. Traffic Operations Division shall require that the parking study take into account similar assisted living facilities in the Pinellas County area. The parking ratios for these facilities in the nearby area are a better reflection of what the proposed parking will be. Explanation of the methodology used to conduct the parking study has been provided to the Traffic Operations Division and they agree that an additional study is not necessary. b. Handicapped parking stalls shall be dispersed throughout all buildings. Handicap parking spaces have been dispersed near all building entrances. c. Provide 9 handicap- parking stalls per Florida Accessibility Code for Building Construction Chapter 11, Section 11- 4.1.2. Also show this on the "Site Data" page. Plans have been revised to include 9 spaces and total HC spaces are noted on the site data table G1.01. d. Provide handicap parking stall and sign details compliant with City standards. 1ittp: / /Nvww.myclearwater. com/gov/ depts/ pwa /enQin/Productiolystddet/index. asp Sheet SC6.01 includes the City of Clearwater details. e. Provide ADA standard truncated domes where sidewalk crosses the roadway and/or driveway. Use FDOT 2006 Design Standards Index 304 and provide this detail on the site plan. Sheet SC6.01 includes truncated dome details in the handicap and pedestrian ramps. £ Provide typical dimensions for parking stalls and drive aisles. The dimensional width and length of a parking stall shall be to current City standards. Typical parking space dimensions are shown on Site Plan Sheets A through F. g. For multiple building(s), handicapped parking spaces shall be dispersed and located closest to the accessible entrances (Florida Building Code Ch. 11 Section 11- 4.6.2). Handicap spaces are located closest to the accessible entrances for the main building. See sheet SC3.00. h. The above to be addressed prior to a Community Development Board (CDB) hearing. General Note(s): 1) Applicant shall comply with the current Transportation Impact Fee Ordinance and fee schedule and paid prior to a Certificate of Occupancy (C.O.). 2) DRC review is a prerequisite for Building Permit Review; additional comments may be forthcoming upon submittal of a Building Permit Application. Not Met Steve Doherty 562 -4773 J:\ 02026 \02026002.00 \DOC \Permits \City of Clearwater\AttachmentF_64-08 DRC Comments_reponse7- 2- 08.doc A r 1 1 1 1 1 G f A 1 17. Zoning Condition Show or indicate the location of all outside mechanical equipment and required screening. Not Met Wayne Wells, AICP 727 -562 -4504 The electrical transformers have been screened with landscaping. The service yard, containing most of the large mechanical equipment has been screened with a decorative wall and landscaping combined. The HVAC equipment located on the roof will be screened through the design of the building facade. 18. Zoning Condition Based on the floor plans submitted, there are "skilled nursing" units indicated on the second and third floors. The property is zoned Medium Density Residential (MDR) District, where "nursing homes" are not a listed permissible use. One cannot request such use through Residential hifill Project use, as the criteria requires requested uses to be listed within the zoning district. Nursing homes are permissible in the MHDR District. Revise. Not Met Wayne Wells, AICP 727 -562 -4504 A rezoning application has been submitted to change the zoning to MHDR. 19. Zoning Condition a. Sheet G1.01 - Site Data — Indicate the existing Land Use designations on the property. Land uses have been added to the site data table b. Indicate the land area (square footage and acreage) under the three land use designations /zoning districts (CG /C, WOG /O and RM/MDR). Indicate how the overall density was calculated, including that AL units are based on three beds = one dwelling unit, and upon what acreage the density was calculated (if utilizing all three land use designations /zoning districts and based on density averaging). We have to report density averaging projects to the Pinellas Planning Council (PPC). Also, since these land use designations have different maximum ISR's, provide the proposed ISR per land use designation. All Land Use designations are included on the Site Plan sheets and land area devoted to each designation is included as well. The overall density is based on 3 beds equals 1 dwelling unit and averaged as shown below. a. CG FLUP (24 du/a) portion is 2.45 acres and permits 58 dwelling units or 174 ALF beds b. R/OG FLUP (15 du/a) portion is 0.34 acres and permits 5 dwelling units or 15 ALF beds c. RM FLUP (15 du/a) portion is 28.33 and permits 424 dwelling units or 1,296 ALF beds d. Calculated density utilizes all three FLUP /Zoning designations, is based on density averaging across the entire site and utilizes three (3) ALF beds equals one (1) dwelling unit. e. Total permitted density was determined using the above acreage and equals 484 dwelling units or 1,485 ALF beds. f. Existing density on the 31.12 acre site is 32 units (94 ALF beds) and 229 attached dwelling units (independent senior living). Cr. Total proposed density on 31.12 acre site is 299 dwelling units. This is calculated using 210 (94 existing beds and 116 new beds) ALF type beds, which equates to 70 attached dwelling units and 229 (73 existing and 156 new) Independent Living/Attached Senior Housing units. c. Additionally, need to know if the number of beds /density of the nursing home outparcel is based solely on their land area (acreage) or if any portion of their density utilized the subject property to attain their number of beds /density (we previously spoke of such issue). May be in written fonn. J:\ 02026 \02026002.00\DOC\Permits \City of Clearwater \AttachmentF_6- 4- 08_DRC Comments_ reponse7- 2- 08.doc The density calculation for the 120 -bed HarbourWood Rehab Center is based only on their land area of 2.711 acres and their permitted RM density of 15.0 du/a. This calculation also considers that the nursing home unit is calculated per code at 3 beds per 1 dwelling unit. 2.711 x 15 = 40 dwelling units x 3 =120 beds. d. Sheet SC3.00 - Indicate on the subject property the locations of the land use designations Commercial General (CG) and Residential Medium (RM) and the locations of the Zoning Districts Commercial (C) and Medium Density Residential (MDR). Not Met Wayne Wells, AICP 727 -562- 4504 Will comply. 20. Zoning Condition Sheet G1.01 - Revise Site Data Note 91 to 2855 Gulf to Bay Boulevard. Not Met Wayne Wells, AICP 727 -562 -4504 Site Data Note # 1 has been revised. 21. Zoning Condition Please provide the math to document the Harbour Wood Nursing Home density is contained on its own property. Our occupational license indicates 120 beds. You indicate in your response to General Applicability criteria #1 that their density is 14.7 du/acre. I do not know their acreage and am unclear if you used 3 beds = one du. If their density is not contained on their own property, need to reflect such in your density calculations for this project. See above response 19.c. 22. Additionally, please provide documentation that they have their required parking on their own property. Parking requirement is one space /1,000 square feet of GFA. If they do not have their required parking on their own property, since this nursing home used to be part of Morton Plant Mease property, then need to provide required parking on the subject property of this application to meet the minimum Code requirement. Not Met Wayne Wells, AICP 727 - 562 -4504 The HarbourWood Rehab center currently has 63 delineated parking spaces. The gross floor area of the HarbourWood Center is 49,165 square feet, which requires 50 parking spaces to satisfy City code requirement. As such a surplus of 13 parking spaces is available at the HarbourWood Rehab Center above that which is required by code. 23. Zoning Condition B uilding elevations (all buildings ) need to indicate the proposed exterior materials and colors. Provide samples /swatches of proposed colors (such as color 1 and 2, etc.). Not Met Wayne Wells, AICP 727 -562 -4504 The architect has provided these details as part of the resubmittal package. 24. Zoning Condition On all appropriate site plan sheets and landscape sheets, show all required sight triangles. Ensure all objects and landscaping within the visibility triangles meet requirements. Not Met Wayne Wells, AICP 727 -562 -4504 Site triangles meeting Clearwater Code have been added to the plans. 25. Engineering Condition a. Applicant shall obtain permanent address assigiunents from the Engineering Department prior to submission of a building permit application. Permanent address assignment will be obtained prior to submission of a building permit. b. The City of Clearwater will provide water taps, (Clearwater Code of Ordinances Section 32.095), set the water meters (Clearwater Code of Ordinances Section 32.096) and set the B.F.P.D.s (back flow prevention devices). The applicant is responsible for the water main extension from the tap to the device. Applicant is also responsible for all associated fees and all other installation fees. J: \02026 \02026002.00 \DOC\Permits \City of Cl earwater\AttachmentF_6- 4- 08_DRC Comments_reponse7- 2- 08.doc � • i The project will utilize the existing meter as well as the BFPD located on Gulf to Bay, which is currently under the owners account. c. Provide a copy of an approved Florida Department of Environmental Protection (F.D.E.P.) permit for the installation of the domestic water main prior to issuance of a building permit. Prior to Request for Clearance, the applicant shall be responsible for bacteriological testing of completed water mains and all fees associated with the testing. The health permit application form(s) can be found at: www.dep.state.fl.us /water /drinkii bwvater /forms.htm http://www.dep.state.fl.us/water/driiikingwater/fomis.htm A copy of an approved FDEP permit will be provided as soon as it becomes available. We are submitting an application (in duplicate) to be signed and completed by the City with our current submission. d. Please note the City Engineering has on file a recorded copy of a cross - access /cross parking agreement between the subject property and the Harbour Wood Nursing home (formerly Bayview Nursing Pavilion). The Applicant and adjoining property owner are aware of such of agreement, which has been included as part of the submittal package. It should be clarified that this is a cross - access agreement on e. Identify all sanitary sewer manholes and provide proposed pipe lengths and slopes for all sanitary pipes to be replaced. Sanitary sewer manhole and pipes are identified, See sheets SC5.00 to SC5.06. f. Where water services are to be capped, the services shall be cut and capped as close to the water main as practical to prevent stagnation. Services will be capped as closed to the water main as possible. g. General Note: If the proposed project necessitates infrastructure modifications to satisfy site - specific water capacity and pressure requirements and/or wastewater capacity requirements, the modifications shall be completed by the applicant and at their expense. If underground water mains and hydrants are to be installed, the installation shall be completed and in- service prior to construction in accordance with Fire Department requirements. General Note: DRC review is a prerequisite for Building Permit Review; additional comments may be forthcoming upon submittal of a Building Permit Application. Not Met Steve Doherty 562 -4773 Acknowledged. 26. Zoning Condition The proposed project intends to keep the basic internal streets in their existing location. The request includes a proposal to gate this community, with a primary manned gate at Cross Blvd, a gate on Cross Circle northeast of the access drive to Sky Harbor Drive and a gate at the south end of the Harbour Wood Nursing Home parcel on Cross Blvd. The address for this site is 2855 Gulf to Bay Blvd., which is intended to be retained. However, the Harbor Wood Nursing Home, which is on a separate parcel and is owned by another entity, is also addressed at 2855 Gulf to Bay Blvd (per the phone book and their occupational license). The Property Appraiser has the Harbor Wood Nursing Home at 2861 Gulf to Bay Blvd. By design, the proposed gating of the project will require Harbor Wood personnel and guests to access that facility via Sky Harbor Drive. The address for Harbor Wood Nursing Home, therefore, should change to a Sky Harbor Drive address. Has the proposed gating and net effect regarding an address change been discussed with Harbor Wood management? Not Met Wayne Wells, AICP 727 -562 -4504 The owners and managers of the HarbourWood facility are aware of the proposed gating plan as well as the City's request that they change to a Sky Harbor Drive address. The Bella Terra ownership wants to be a good neighbor and is willing to help to rectify this issue in conjunction with the City and HarbourWood management. The City shall consider allowing the HarbourWood Center to maintain its existing mailing address, but change its physical location IJ:\ 02026 \02026002.00\DOC \Permits \City of Cteanvater\AttachmentF_64-08 DRC Comments_ reponse7- 2- 08.doc 1 w • address to a Sky Harbor Blvd address. This is very common when a business owner lives or operates a business in a different location than the physical address of the business. 27. Zoning Condition We have been made aware by an adjoining property owner (Allan Stowell) that an air conditioning chiller located on the northwest side of the maintenance building west of the high -rise ALF building is extremely noisey. His concern is also with the closeness of the concrete pad to the property line. Can the concrete pad be cut back, while still maintaining adequate area for maintenance and operational aspects of the a/c unit and can a masonry wall a maximum of six feet in height be constructed to help mitigate the noise impacts of this a/c unit? Not Met Wayne Wells, AICP 727-562 - �) 4504 ■ Adjustments will be made to accommodate adjoining property owner as much as possible. 28. Zoning Condition We have been made aware by an adjoining property owner (Allan Stowell) that a gazebo and deck northwest of the high -rise ALF building has been constructed close to the property line (with the deck apparently extending onto Mr. Stowell's property) without the benefit of a building pen-nit. Provide documentation such structures were constructed with a building permit, remove such structures immediately or need to request to retain such structures (later will need to obtain required after - the -fact building permits), although removing any encroaching structures on Mr. Stowell's property. Not Met Wayne Wells, AICP 727 -562 -4504 Adjustments will be made to accommodate adjoining property owner as much as possible. 29. Zoning Condition Sheet G1.01 - Site Data Note #11 - Since the plans indicate DER jurisdictional areas, unclear of the meaning of this note. Not Met Wayne Wells, AICP 727 -562 -4504 The note refers to animal species and has been clarified. 0. Zoning Condition The City is in the process of adopting Comprehensive Plan b amendments to our Com p prohibiting ALF's and similar facilities from Coastal High Hazard Areas. Need to ensure such facilities are not located within such Areas. See Gina Clayton for information regarding Plan amending language. Not Met Wayne Wells, AICP 727 -562 -4504 No portion of any building related to this project is located in the Coastal High Hazard Area. 31. Zoning Condition Flood zone information is missing from the survey. Revise. Not Met Wayne Wells, AICP 727 -562 -4504 Flood zone information has been added to the Site Data Table as well as the Master Site Plan Sheet. i32. Zoning Condition Survey and plans indicates a "Parcel 1" in the northeast confer for the high -rise ALF building. This "Parcel 1" is presumed to be for internal applicant purposes only, as there is no separate parcel per the Pinellas County Property Appraiser information. Any such desire to separate this "Parcel 1" from the rest of the property (Parcel 2) requires the filing of a subdivision application with the City and compliance with all applicable Code provisions. Not Met Wayne Wells, AICP 727 - 562 -4504 This condition was discussed during DRC and was determined to be informational only. At this time the Applicant is only requesting approval of the submitted site plan and rezoning applications 33. Zoning Condition Based on the number of parking spaces indicated on Sheet SC3.00 and assuming (based on the elevations of the nine duplex buildings) four parking spaces for each duplex building, I count a total of 427 parking spaces provided. Sheet G1.01 indicates a total of 424 spaces. Reconcile parking numbers. Not Met Wayne Wells, AICP 727 -562 -4504 J : \02026\02026002.00\DOC\Aermits \City of Cleana ,ater\AttachmentF_6- 4- 08_DRC Comments reponse7- 2- 08.doe r • • The parking count has been verified and revised to 427 34. Zoning Condition Sheet SC3.01 - A pedestrian gate is proposed at the existing sidewalk on the north side of the drive to Sky Harbour Drive close to the proposed gate. While there are existing sidewalks on the south side of the drive to Sky Harbour Drive, these sidewalks appear narrow (not complying with ADA width requirements). Need to provide an accessible path meeting ADA requirements for this project to Sky Harbour Drive (see Traffic Engineering). Not Met Wayne Wells, AICP 727 -562- 4504 Sidewalks have been adjusted to comply with requirements. 35. Zoning Condition Sheet SC3.01 - A six -foot high decorative fence is proposed extending along Sky Harbour Drive north of the project drive and then into the property along the north side of this drive. There is an existing wall in this location. Unclear of the need for a double "fence /wall" at this location. Advise. Not Met Wayne Wells, AICP 727 -562 -4504 The decorative fence has been revised to meet, but not overlap, the existing wail at Sky Harbor Drive. 36. Landscape Sheet SC3.01, SC3.02, L3.00 and L3.01 - A six -foot high decorative fence is proposed extending along Sky Harbour Drive north of the project drive and then into the property along the north side of this drive and on the east side along Cross Blvd. Section 3- 804.A.3 requires a three -foot wide landscape area with a hedge on the outside of the fence on the street side of the fence. Additionally, with the amount of improvement to tivs property, even though the areas around this drive entrance on Sky Harbour Drive is not proposed to be renovated and is for "fixture" development, landscaping improvements should be made at this project entrance. Revise. Not Met Wayne Wells, AICP 727 -562 -4504 Landscape improvements have been made at the Sky Harbor entrance. The decorative fence has been revised to be set back behind the existing sidewalk, and space has been provided for a 3' landscape area between the fence and the sidewalk on the street -side. 37. Zoning Condition Sheet SC3.02 - Unclear why the proposed guard house could not be moved back to meet required (or greater than presently proposed) setbacks and provide the required opening width in the gate the Fire Department needs. Advise /revise. Not Met Wayne Wells, AICP 727 -562 -4504 The proposed guard house location has been shifted and now complies with all setback requirements 38. Zoning Condition Sheet SC3.02 - A proposed six-foot high decorative fence is proposed along the south side of the existing parking lot north of the high -rise ALF building, placing the parking lot outside of the fencing. Unclear how persons parking in this parking lot access the high -rise ALF building, especially handicap individuals. Need to provide an accessible path meeting ADA requirements for this project to Cross Blvd (see Traffic Engineering). Not Met Wayne Wells, AICP 727 -562 -4504 Persons visiting the ALF will access the building via an ADA accessible sidewalk that utilizes a pedestrian gate located near the guard house. 39. Zoning Condition Sheet SC3.02 - Show handicap parking in the parking lot north of the high -rise 0 ALF building, meeting Code requirements. Not Met Wayne Wells, AICP 727 -562 -4504 Two (2) handicap parking spaces are already located in this lot and will be shown on the plans. IJ:\ 02026 \02026002.00\DOC \Permits \City of Clearwater\AttachmentF 6- 4- 08_DRC Comments_ reponse7- 2- 08.doc 1 40. Zoning Condition Sheet SC3.03 - There is an existing dumpster at the southeast corner of the adjacent nursing home. Ensure the proposed decorative fence does not create issues for the trash truck turning movements. Not Met Wayne Wells, AICP 727 -562 -4504 Fence will be placed inside the Bella Terra property and should not have any effect on the trucks movement for the adjacent nursing home. 41. Zoning Condition Sheets SC3.01( ?), SC3.02, SC3.03 and SC3.05 - The chain link fencing along the north property line (cannot tell if it is proposed along the entire north property line - see Sheets SC3.01 and SC3.02) and along the west property line south of the Harbour Woods Nursing Home parcel must be green or black vinyl clad and must be planted with a continuous hedge or vine per Sections 3 -805.0 and .D (Sheet S3.04 indicates adequate landscaping along southwest property line). Not Met Wayne Wells, AICP 727 -562 -4504 In an effort to minimize disruption to existing residents, landscape improvements and fencing along the northern property line will be implemented with future phases that include underground utility improvements that will disrupt these areas. The existing fence will remain until the time such improvements are made. A detail showing the fence along the west property line south of the Harbour Woods Nursing Home parcel will be constructed of green vinyl clad has been added to the landscape detail sheet. 42. Zoning Condition Sheet SC3.03 - Proposed pavement near the southeast corner of the Nursing Home p parcel does not meet the required 5 -foot side setback and the 10 -foot landscape buffer. Sheet SC3.09 states the pavement is proposed at a 4.9 -foot setback, while that which is drawn on Sheet SC3.03 is less than 4.9 feet. However, unclear why such setback and buffer cannot be met and Staff cannot support a 0.1 -foot reduction to the required setback. Revise. Not Met Wayne Wells, AICP 727-562 - 4504 As discussed during the DRC meeting and included as part of the application package, the setback and buffer requirements can not be met due to minimum spacing requirements of the City of Clearwater Fire Protection Design and Construction Documents and natural site features (trees and wetlands) that limit the ability to shift the proposed building to the east. As such this deviation from Code will allow sufficient public safety while preserving the natural quality of the site. 43. Zoning Condition Code requires the undergrounding of any on -site overhead utilities. Not Met Wayne Wells, AICP 727 -562 -4504 Existing overhead utilities will be routed underground in the proposed redevelopment area. However, in the northerly portion of the site not slated to be improved the existing overhead utilities will not be altered from their current state until redevelopment of those areas occur. is 44. Landscape Sheets L3.00 - L3.05 - Indicate the property lines on these sheets. Not Met Wayne Wells, AICP 727 -562 -4504 Property lines have been indicated on the landscape plans. 45. Landscape Sheets L3.01 and L3.03 - A 10 -foot wide landscape buffer is proposed along the east property line and the request is to reduce it to five feet. A six -foot high decorative fence is proposed witlun this buffer, but no continuous Hedge or shade trees every 35 feet. Provide a continuous hedge within this five -foot area on the inside of the proposed fence (DSP may be spec'ed in this area but plans are not clear; DSP is too small otherwise; Code requires shrubs as part of hedges to be 18 -24" high at time of planting). Provide accent trees (two accent trees = one shade tree) within this buffer where possible. Do not plant proposed accent trees under the canopy of existing trees. Not Met Wayne Wells, AICP 727 -562 -4504 J: \02026 \02026002.00\DOC\Permits \City of Cleanuater \AttachmentF_6- 4- 08_DRC Comments_ reponse7- 2- 08.doc A continuous hedge has been provided within the 5' area along the proposed fence. Canopy trees or accent trees will not be planted in this area due to existing canopy coverage. 46. Landscape Sheet L3.06 - Planting Schedule lists the specifications for SPX and WRX "as noted on plan ". Plan does not indicate height of these palms. Code requires a minimum height of 10 -foot clear trunk. Revise to indicate minimum height. Not Met Wayne Wells, AICP 727 -562 -4504 Height of palms has been indicated on the landscape plans. 47. Landscape Sheet L3.06 - Code requirement for accent trees is a minimum of eight -foot tall and two- inch caliper at time of planting. Planting Schedule specifications for LI, LJ and MC do not indicate these minimum standards. Revise. Not Met Wayne Wells, AICP 727 -562 -4504 The planting schedule has been revised to assure a minimum of eight -foot tall and two -inch caliper specifications for LI, LJ and MC. 48. Landscape Sheet L3.01 - Parking lot north of the existing high -rise ALF can be improved with landscaping within the east and west perimeter buffers (none shown). Revise. Not Met Wayne Wells, AICP 727 -562 -4504 As discussed during DRC, the landscape drawings have been revised to show proposed plantings along the easterly side of the parking lot and existing plantings to remain along the westerly end. 49. Landscape Sheet L3.11 - If the required "interior islands required" is 28,318 sf and the "interior islands provided" is 30,671 sf, with shrubs required at 50% of the "interior islands required" of 14,159 sf, unclear how the "shrubs provided" is greater in square footage (31,866 sf) than the "interior islands provided" of 30,671 sf. Advise /revise. Not Met Wayne Wells, AICP 727 -562 -4504 The landscape calculations have been revised to show the correct square footage of shrubs provided within interior islands. 50. Zoning Condition Sheet L3.11 - Remove the "Parking Requirements" from this sheet to avoid inconsistent information, as the numbers provided are inconsistent with that on Sheet G1.01 and by actual parking counts. Not Met Wayne Wells, AICP 727 -562 -4504 The "parking requirements" have been removed from this sheet. 51. Landscape Sheets L3.00, L3.01, L3.02 and L3.11 - Landscape buffers are required along the north property line adjacent to the commercial areas fronting on Gulf to Bay Blvd and along the north property line of the Harbour Wood Nursing Home parcel. Unclear why these areas are being ignored, being shown as "future development ", as these areas can be planted to meet the requirements and preserved when these areas are developed in the future. Revise. Not Met Wayne Wells, AICP 727 - 562 -4504 Buffers have been provided along the north property line of Harbour Wood Rehab Center. In an effort to minimize disruption to existing residents, buffers along the northern property line adjacent to the commercial areas fronting Gulf to Bay Blvd. will be implemented during future redevelopment of that property, which will include underground utility improvements that will disrupt planting in these areas. NJ: \02026 \02026002.00 \DOC\Permits \City of Cleam ater\AttachmentF_6 -4 -08 DRC Comments reponse7- 2- 08.doc 52. Landscape Sheet L3.02 - Seven PE are proposed along the east property line of the Harbor Wood Nursing Home parcel. Since PE produces sap, which people don't like dropping on their cars, recommending relocating any PE shown so that they are not closer than 20 feet to any parking area (we get many requests to remove pines for this reason; we are trying to prevent their future removal). Not Met Wayne Wells, AICP 727 -562 -4504 The seven PE's that were proposed have been changed to MC's. 53. Zoning Condition Sheet L3.03 - Relocate "wayfinding signage" out of Cross Blvd. roadway. Not Met Wayne Wells, AICP 727 -562 -4504 The signage element has been removed from the roadway. 54. Zoning Condition Sheet L3.10 - While signage is not being reviewed under this FLD case, the survey and Sheet SC3.01 indicate a "signage easement" at the Sky Harbor Drive entrance, which most likely is for the Harbour Wood Nursing Home. Unclear how the sign indicated on tlus sheet for this area provides any signage for the Nursing Home. Advise. Not Met Wayne Wells, AICP 727 -562 -4504 In -kind replacement of the existing "Bayview Gardens" sign face only is proposed. No changes are proposed to the existing "Harbour Wood" sign face or the sign structure as a whole. 55. Zoning Condition Sheet SC3.03 - A screen wall is indicated around the loading and dumpster area with a note to "see landscape plan" assumably for the details for such. No such screen wall is indicated on the Landscape Plans. Revise. Not Met Wayne Wells, AICP 727 -562 -4504 The detail for the screen wall has been added to the landscape details. 56. Zoning Condition Sheet SC3.02 - Assumably there will be a pedestrian gate at Cross Blvd near the guard house. If the "pedestrian gate" detail on Sheet L3.10 is to be used, this is a problem with fence height. Advise /revise. Not Met Wayne Wells, AICP 727 - 562 -4504 The fence detail has been revised to be only 6' -0" in height. The trellis has been removed. 57. Zoning Condition Sheet SC3.03 - In order to comply with ADA accessible path requirements for the Harbour Wood Nursing Home parcel, won't a pedestrian gate be required at the sidewalk at Cross Circle (see Traffic Engineering)? Not Met Wayne Wells, AICP 727 -562 -4504 The fence location has been revised so that a pedestrian gate will not be needed at the Harbor Woods location, but will be installed further north near the vehicular gate. 58. Landscape Sheet L3.12 - Irrigation system must provide 100% coverage to all landscaped areas. Not Met Wayne Wells, AICP 727 -562 -4504 The irrigation notes have been revised to state that an irrigation system will be provided for 100% coverage to all landscape areas. A detail on the preservation details shows how a radial pattern will be used around existing trees to preserve root systems. 59. Zoning Condition Provide typical floor plans for the duplex units. Not Met Wayne Wells, AICP 727- 562 -4504 Typical floor plans for the duplex units have been provided as part of the resubmitted package. 60. Zoning Condition a. Elevations and Height - Definition of "height, building or structure" requires height to be measured using the average grade elevation of the site to the top of the building. Need to determine the height of the building so we can advertise properly (see also "b" below). Average grade has been determined to be 13.5 feet. As such, the proposed maximum building height will be no greater than 83 feet. J:\ 02026 \02026002.00\DOC\Permits \City of Cleanvater \AttachmentP_64- 08_DRC Comments_reponse7- 2- 08.doc b. Based on the Code definition of "height, building or structure ", parapets may only extend a maximum of 42- inches above the flat roof of the building. In this case, and assuming under "a" above that the building height is exceeding 50 feet, the parapet/mansard roof is dimensioned at 9'- 11 ". Since this parapet/mansard roof exceeds the maximum of 42 ", the request for an increase to height would need to be determined from the average grade of the site to the top of the parapet/mansard roof. Requested building height has been revised to measure from average grade to highest point on the roof system, as identified above. c. Based on the Code definition of "height, building or structure ", mechanical rooms may only extend a maximum of 16 feet above the flat roof of the building. I am unaware if any of these structural projections above the flat roof deck shown on the elevations are solely mechanical rooms or purely decorative architectural features. If solely mechanical rooms, Staff cannot support heights of these mechanical rooms exceeding 16 feet above the flat roof deck (dimensioned at 19'- 10"). For purely decorative architectural features, we would need to advertise the height of the building rather than the height of the parapet/mansard roof (see "b" above) but to the top of these decorative architectural features. Not Met Wayne Wells, AICP 727 -562 -4504 Requested building height has been revised to measure from average grade to highest point on the roof system. 61. Zoning Condition Elevations - Elevations are directionally impaired (revise): a. East is really West; b. South is really North; c. West is really East; and d. North is really South. Not Met Wayne Wells, AICP 727 -562 -4504 The plans have been revised 62. Zoning Condition Based on the floor plans submitted for the main building, it is unclear what the maximum population (ie: maximum number of beds) is anticipated in this facility for areas other than the independent living units (attached dwellings), including the memory support, skilled nursing ( ?) and assised living units. How many beds per room? We need to include such population in the request. Not Met Wayne Wells, AICP 727 - 562 -4504 All uses other than the IL units will only be 1 bed per room. The proposed building will contain 116 ALF type beds and 138 IL units (64 lbedroom and 74 2 bedroom). The 9 IL duplex cottages will contain 18, 2 bedroom units. 63. Zoning Condition Application/request - Ensure the request includes the maximum number of beds that will be in the ALF (existing and proposed) and includes all setback reductions, parking reduction, height increase and landscape buffer reductions. Not Met Wayne Wells, AICP 727 -562 -4504 The maximum number of beds proposed as part of this project is 210 (94 existing to remain in the ALF tower and 116 new beds in the main CCRC building). 64. Landscape Comprehensive Landscape Program - Need to identify all reductions or channges from Code landscaping requirements that are requested and the reponses to the crteria need to address these reductions and changes in light of the criteria. Landscape associated with the Comprehensive Landscape Program shall exceed minimum Code requirements to offset the areas where minimum Code will not be met. Not Met Wayne Wells, AICP 727 -562 -4504 The Comprehensive Landscape Program has been revised to identify all reductions or changes from Code. The Landscape Calculations diagram has been revised to identify all reductions as well. IJ: \02026 \02026002.00\DOC\Permits \City of Clearnvater\AttachmentF 6- 4- 08_DRC Comments_reponse7- 2- 08.doe 1 0 i 65. Zoning Condition Attachment B - a. Ensure all reductions to setbacks are consistent with that listed by Staff in the "request "; b. Reductions to setbacks and landscape buffers are not required for cross - access driveways; and c. Ensure all landscape buffer reductions are consistent with that listed by Staff in the "request ". Not Met Wayne Wells, AICP 727 -562 -4504 The setback and buffer reduction requests have been reviewed to ensure consistency with the Staff request. 66. Zoning Condition Parking Sufficiency Study - a. Introduction - Harbour Wood to the west is a nursing home, not an assisted living facility; b. Existing Conditions - It is unclear if you are equating independent living units with independent living BEDS. If independent living units are attached dwellings by our Code, these dwellings could have a minimum of one person to "x" number of persons living in it. You further refer to 323 living units (= to people ?); c. Proposed Conditions - Again, you refer to 116 assisted living units (= to beds ?); d. Proposed Conditions - The duplex dwellings are proposed along the south and east sides of the property, not the west. Correct? e. Was there an analysis done on the existing Bayview Gardens as to the number of units /beds, the number of persons living in the facility owning a car or cars, when the existing parking spaces are fully utilized (or empty), the use of buses for the existing facility, etc.? This would be good information relative to the existing facility providing a comparison to the proposed conditions. Not Met Wayne Wells, AICP 727 -562 -4504 The parking sufficiency study has been revised in accordance with the above comments. ' 67. Zoning Condition Ensure the responses to the General Applicability, Comprehensive Infill Redevelopment Project and Residential Ill Project criteria address all of the requested reductions and/or increases in the individual responses, as appropriate to the criteria. Not Met Wayne Wells, AICP 727 - 562 -4504 The criteria has been reviewed and revised in accordance with the above comment. 1 68. Land Resource Condition Show to remove all #1 and 42 rated trees prior to building permit. Not Met Rick Albee 727 - 562 -4741. Tree removal plans have been revised to show all trees rated #1 and #2 have been removed except for four trees (shown in red in the preservation table), which have instructions from the arborist that they could be preserved if special measures are taken. 69. Land Resource Condition Tree replacement are required for all 42.5 rated trees and above and palm trees equal I", removed or replacements. Revise calculations prior to building permit. Not Met Rick Albee 727 -562 -4741. The landscape calculations have been revised to include all trees rated 42.5 and above to be removed in the replacement calculations. J: \02026 \02026002.00 \DOC\Permits \City of Clearwater\AttachmentF 6- 4- 08_DRC Comments_reponse7- 2- 08.doe 1 1 1 1 1 1 1 i 1 1 i 1 1 1 1 i 1 1 • • ATTACHMEENT `F F REVISED CURVE NUMBER CALCULATTONS AT BASIN `A' AND REVISED STORM ROUTING CALCULATIONS AT BASIN `A' (POND `A') Jorge A. Hernandez, PE FL REG. No. 59898 Date: J: \02026 \02026002.00\DOC\Permits \City of Clearwater\ AttachmentFt _stormwater_response7- 2- 08.doc 1 1 0 1 VI 1 The following revisions were made to proposed Basin `A', and Pond `A' control structure `A -1' per the City of Clearwater's requirements: Only one -half of the existing impervious area was used. This area was added to the existing pervious area and the Curve Number (CN) was re- calculated. As shown in attached revised CN calculation, the existing CN calculation for Basin `A' (Pond `A') was revised per the City of Clearwater's criteria to 87.12. Note that the basin area remains at 7.26 acres. The pre- development peak discharge rate was re- calculated as 35.34 CFS (see attached revised ICPR pre and post development routing calculations). Pond `A' control structure `A -1' was revised so that the post development peak discharge from proposed dry detention Pond `A' will be limited to the adjusted pre - development peak discharge rate of 35.34 CFS. The 25 year 24 hour design storm was routed through an FDOT Type `D' modified control structure with the weir elevation set at the water quality elevation of 17.10 (see attached Plan Sheet SC6.05 showing the revised Structure `A -1'). Revised control structure `A -1' was designed to maintain a maximum stage of 18.42' at Pond `A', allowing for 9.4 inches of freeboard. Note that Pond `A' will still discharge directly in the existing ditch system via a 24" RCP storm pipe. Pond `A' post development 25 year 24 hour peak discharge rate is 35.30 CFS, which is less than the pre - development allowable discharge rate. The following is a summary of the revised results of Pond `A': Pond Maximum Inflow Rate Discharge Rate Top of Freeboard ID Stage Pre - Development Post- Development Bank (Inches) (25 yr -24 hr) Allowable discharge Maximum Positive (Feet) Feet CFS CFS Pond A 1 18.42 35.34 35.30 19.2 9.4 \ . Clearwater Fire & Rescue 0� o 818 Franklin Street —Cleorwater, Florida 33756 � Public Works Administration —Engineering Department U 1$0 S' Myrtle Avenue, Suite 2UU— Clearwater, Florida 33756 (Revised 03/29/2006) This worksheet is required to be submitted to and approved by the Authority Having Judsdicfion (AHJ) prior to 0RC meeting ibr any project that iomona than 3 stohesor more than 3O feet in height above the |owast Fire Dept vehicle access point o,ibr any other project that WiUrequire enAutzmolin Wet Standpipe System and/or Fire Pump before any permits for new building construction, building e)pansion orfire hydrants will be issued by the City of Clearwater. |nfumna0un and design must comply with Florida Building Code, Chapter g ' Fire Pn,mcUmm aystams, Florida Fire ' Prevention Code to eNFPACode 13, 13D, 13R. 14. 15.2O.291 and 1142 Annex H> ondAVVVVA Installation, Field �TasUngandK8.an` of Fire Hydrants. 0� Project Name: Location ofNaamst Fire Hyd Hydrant #: Size of Water Main Supplying Fire Row: Looped System o, Dead End VataWam?I)ecl (I CA d Static: psi Residual: 6 C psi Piio psi Flow. \ �� gpm Distance of Test Gauges Rela8vmu, the Base cf thoRoec Horizontal N R Ft V=rtin,|E|*xotiun Fl. Hydra nt Test Conducted by: (IricludetAttach Copy of Actual Test Sheet) Anea# Cksns(fivafion xttac*Amditmmalmeets R'wvcexary Doucrfp#nnof Hazard pmtented pomnndlyomscriptiom Storage Height anuArrmngeard, if anlicau¥; Page ofu I I i I I I I ri I I I 0 0 Mar h A dAb net Rats if ffecess ary Total Needed Fire Row (N.F.F.) ltrjo %.MkvvN Is Existing System SupplySufficlent to Meet N.F,F,AbDve? No _V Yes System Corrponent W, oom AppHrab1q-NFPA Standard /year Edition and OffierAppftable Codes orSfafutOs Nm 1. 0 f VN ckii Q_ 13 J'A tb T� I[Xt PkJ%P .10 E MOW AtfachAddldbnal S&ef7Y Necessary If Project Includes Fire Pump, Supplythe FollovJng: Fire Pump Infownation: Pump Capacity: 1003 gpm Chum Pressure: psi Rated Pressure: psi Pressure @, 150% ROW psi On-Site Storage Tank Capacity(?): Preparer Name: Company Name: Q Mailing Address: City: State: Zip: Phone: Fax: �'J ail Paget of 3 19 Area # System Type Area (sq. It) Density (gptWft) inside Hose (gpm) Outsfda Hose (gpm) 100 �k OA3 Az_�o Ito 1,900 '290 Mar h A dAb net Rats if ffecess ary Total Needed Fire Row (N.F.F.) ltrjo %.MkvvN Is Existing System SupplySufficlent to Meet N.F,F,AbDve? No _V Yes System Corrponent W, oom AppHrab1q-NFPA Standard /year Edition and OffierAppftable Codes orSfafutOs Nm 1. 0 f VN ckii Q_ 13 J'A tb T� I[Xt PkJ%P .10 E MOW AtfachAddldbnal S&ef7Y Necessary If Project Includes Fire Pump, Supplythe FollovJng: Fire Pump Infownation: Pump Capacity: 1003 gpm Chum Pressure: psi Rated Pressure: psi Pressure @, 150% ROW psi On-Site Storage Tank Capacity(?): Preparer Name: Company Name: Q Mailing Address: City: State: Zip: Phone: Fax: �'J ail Paget of 3 19 1 i 1 1 1 1 l 1 1 1 1 1 1 1 1 1 0 MRR- Ii- 200B(TUE) 08;09 KF5-U5C, IKIE • (r'RX)727 572 7266 INSPECTION P. 002 /004 '5Z _ 'FL45 t t L h I CltylSmp. GkttJ PL 3 rJ'i 5 4 1 Phans: :t 11. "- b .1 Rv t dlgM j�lLrt7fbEr dram Make . Diraotlen 0 errs CCLW CL . CCLW: CLW: t7C10 CLW: a' OK WIE Sarvtce'Flsreads oK ' ' NO: OK Gast(, S OK a" IVO; O CCLW CLW: Stem O eratlon C3 NO: OK SarviceThreaBs Leaira e & Jolnis hl0 Yt=S; NO NO NO. NO PSI Italia Prassure PSI PSt PSi PS[ PSI PSt Residual PteSSM 6 1SSt P51 PSI Pilot Pressur�r PSI 1 tS Leak a i£3olnts NQ: G. i'. Aho PSI . ,, i I h, M1, - MmW r`anaelty: - 1560 ODM Or ColorCoda - cuss A -Green rrowLiupauuy: ,www- ' "wWwr,•. - -- greater MSS S - Orange Flow CapecitY. 540 - 998 gpm Class C - Rod Flow Capacity: Loss than $04 gpm Comments- }I Iii Ntarrber Viydmni Make . DKreW'ron b s CCLW L CCLW CLW: CLW: CYf ccLw OK CLW: NO SarviceThreaBs OK OK. N (} NO Ox b 0K. NO NO. NO POK NO NQ• NO Q Q NO: CaSSicEl3 Sterna eratlon fl NO. YES• NCi YES: YES IN 1 tS Leak a i£3olnts NQ: PSI OK: PSI P5{ SlalinPressure Na PSl = PSI PSI NQ: YES: PSI �t0: gsaid rI'ressure PSi YES PSI NO: P91 PSI Pilot Preseure• PSi PSI Sfatid•Pressure ca. P. tIA. PSI n A -I Inkf ar„a mnw Cacac1hr - 1 sn0 9Pm or C0101 CDde- t)lass A - green r+uw —p—jr. .•-- -• - • - vr... - - - greater Class 5 - Orange Flow Capacity: 500- 990 gpm Class G - Red Ftow Capacity: Lese than 600 gpm Comments: HYdtant IJumber H dtant:Make i7lrediori O ens CC! W: CLW: CCLW: CLW: CCLW: CLW : CGLVJ: C ` CL a Setvloo ThTeads 0K: NO: O - NO: OK: NO. Nos OOtKS•. Gaskets OK: NQ: OK: N0: OK OK: Na Stg; -Oi eratlon = NO: oK: NQ: YES: �t0: YFS: ES, NQ' YES Leaks e & Join NO: YES.: NO: PSi PSI Sfatid•Pressure PSI PSI PSi P61 Residual Prsssure PSI PSE PSi P &1 pilot•przssnra PSI G. P, M. Color Code- -ClassA -Green ' Flalv•cape41ry: ,uvu-- ,4VVIVln neater Class. a - Orange Flow Capataly: 504 - 9pB gpm Class C - Red. Flow Cspadty: Less than 604 gpm Comments: 80.0 70.0 -1 G A 60.0 _ u G E 50.0 _ P R E S 40.0 S U R E 30.0 { P 20.0 s i 10.0 � S -14.7 WATER SUPPLY ANALYSIS w H y• y to U3 r r -3 v� H z C1 'tit H ro. LA FLOW (GPM) DO 0 • Clearwater Fire & Rescue 'j"' , 0 c' -Arw 610 Franklin Street - Clearwater, Florida 33756 5, a --- Lie ater Public Works Administration - Engineering Department 100 S. Myrtle Avenue, Suite 200 - Clearwater, Florida 33756 R" W. Y R Q 4 Ji. P.gA K$012 (Revised 03/2912006) This worksheet is required to be submitted to and approved by the Authority Having Jurisdiction (AHJ) prior to DRC meeting for any project that is more than 3 stories or more than 36 feet In height above the lowest Fire Dept vehicle access point or for any other project that will require an Automatic Wet Standpipe System and/or Fire Pump before any permits for new building construction, building expansion orfire hydrantswill be Issued by the City of Clearwater. Information and design must comply Wth Rodda Building Code. Chapter 9 - Fire Protection Systems, Florida Fire Prevention Code to include applicable NFPA Code (NFPA 1, 13, 13D, 13E, 13R, 14, 15, 20, 291 and 1142 Annex H) and AVVWA M-17 - Installation, Field Testing and Maintenance of Fire Hydrants, Project Name: RtU'6 1'emb bw zn. is Project Address: AG a�Cj 2%55 G\ - ko �Cq %V4 ft 'Sa`15�1 ' Location of Nbarest Fire Hydrant Pon U101 me -4 10. Hydrant #: Size of Water Main Supplying Fire Row. Y3 It Looped System or Dead End WaterMain? De-C] Static: VVw psi Residual: (p5- psi Pitot: psi Flow. 10.2. ID gprn Distance of Test Gauges Relative to the Base of the Riser. Horizontal N Ft. Vertical Elevation N/A Ft. r Hydrant Test Conducted by: (Include /Attach Copy of Actual Test Sheet) [NFPA -M,Z-A9QJqV' SX00 Area # Classfficafon Descripfion of Hazard Protected (Comroaty Description, Storage Height ancf Arrangerma, if applicable): MOW I ft-T GkifAty 02-1490 M-REO-JAC,�kk iC'QM, )I-Slkh Affac h A oWtional Sheets if Necessary Page I of 3 i • • I rJJ Li rriESIGN PAKA -1 ET Area 9 Sys tern Typ a Area (sq. ft) Density (gpn-'ft) Inside HO-se (9P4 Outdde Hose (gpn� E_ 1500 ick ik- - Vr 9A 10-6 Ito _L� wc"� 1,900 n 10 Im — I � 3 160 260 Atlas Addflibrof lap 2-, of Total Needed Fire Flow (N.F.F.) 115W jM__0A1M%t4,_ �t N" Is Existing System Supply Sufficient to Meet N.F.F. Above? No V Yes TO F 5 system Conponent App9cab1a•,NFPA Standard /Year Edition and OherApplicable Codes or Statutes X\1 1W - %-�qy\d IP i pit= 127ditION Mac h A cWlio nal Sheefs if Necessary If Project Includes Fire Pump, Supplythe Following: Fire Pump Infornation: Pump Capacity: J()(Jo gpm Chum Pressure: V-0 pd U Rated Pressurs: [to psi Pressure Q 150% Flow psi On-Site Storage Tank Capacity QX 1JR1 Rig WgWlt_ _V_ Preparer I's-lame: PIUL Mahko(k Company %me, i w �m ki Mailing Addrem )WJ RG Ula City: State: Zip., 3' &o Phone: Fax: Page 2 of 3 t f r i 1 t 1 1 t 1 1 1 • i MAR- 11- 2008(TUE) 08;09 tF5 -V51, INC. (FRX)727 572 7266 P. 002100 a iydrazu 1�tumber �1 fib. tD dram Make , Dlreadon 0 errs CCLW CL CCLVJ: CLW: CCLW: CLW: ceTHreacts OK " ND' OK: O n r•W Service Threads OiC NO., t3ul S OK O' NO• D ' OK— OK NO v OK. OK hi0 OK i7K NO NO Int. NO: NO YES: NO 6K Nt) Nb. PM StaQa Pressure Nth fS! Le a &Joints PSI YF8 PSI Residual P SE;tim 6 P51 oK P5[ stativPrsssura PSI pilot Pressure PSi YES PS! NO: PSI G.•P. !h. No: PSI �` -- -, . e.4 _ n..,., r`&n mtv, — i -c nn Anm nr Color Code— Mss A•--Gr99n r-rOwc+apuuary; Jvvv— 11vwtiY'•' - greaser gees a- Orange Plow Capadty: 606— 989 9prA Class C - Ftod Flow C.apadty: Loss then m gpm H drarlt Number H dmrAMake. O CCLW LW: CCLW: GLM CCLW; CLW: CCLW CtFWo O n r•W Service Threads OiC NO., O1G NO: OK: NQ OK— OK NO �Geskels OK. NO. O NA. i7K NO NO 0 OK NO: Stem O ration OK 130: 6K Nt) NQ YES: a Nil: YES Nth �$ Le a &Joints NO. YF8 StarrO ewailon OK: No: P51 oK 51 stativPrsssura Nb: PSI PSI YES PSI NO: PSI Residuat:FreESUre No: PSI PSI Psi " PSI Pilot Pressure- " PSI PSI PSI PSG G. P.'M. -" F-51 F9esidtW ProFSurs 16000nmor Color Code ^- Class A -Ureen rtcw%1npm4fy. 1--- —tot.•. Class B Orange Flow Capeotty: 800 -- OW gpm Clara C •-Sed Flow Capactty: Ee -- than 600 gptn Comments Hyd rant Number H drant:Ms e Dtrt cfiari Cris CCLW: CLW: CCLW: CLW; CCLVJ: CLW: CCLVJ: CL Service Threads GM NO: oK: NO: C)K NO: 0 OK NO: Caskets OK: NO: OK: NO: OK: Olt: NO: NO ° N StarrO ewailon OK: No: oK NO: YES: Nb: YES: NO: YES Leeks e & Jo1n1s NO: YES: No: PSI " PSI S2atle•pressurre PSI PSG PSI -" F-51 F9esidtW ProFSurs PSI PSi PSI PSI pilot-Pressum PSI PSI G. P. M". ,_... r. u _ t rnn nn . nr Color Cede- •ClassA =Green F1oW'C8paoi1y: 1uuo-- . 1diy ---9Pm u��s��,••• -� ,•�� .._..__ _. _. Class 8 - Orange Flow Capadly: Soo --999 glom gt4at9t Class 0 - Red Flow C)epsc ity: Less than 6017 gpm comments: 1 r i t 1 1 f 1 1 1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 3/12/2008LCS \PLUMBING —FIRE CALCS \PLUMBING —FIRE CALC. HYDRANT #2.SDF JOB TITLE: BELLA TERRA STANDPIPE o. O O N O 3 O w U) P+ O C) Ln l0 'C3 . f{ a� a� .4 V) 04 H Co O a a' M di }� U a •� a 'P a rd D a-' cn U) P: W H �D 6 L 0 0 1b H 0 0 0 0 0 0 0 0 Q ,-1 0 0 0 0 0 0 0 0 1 (� l0 cn N ri c��Coc9w o, zwrncnaxw -- sz1n -�-- O O O O W 11 Q O o w O a w 0 0 N .-i O 0 0 0 0 m 0 0 0 0 v� � DELTA June 4, 2008 John Waldo, Project Manager Santa Fe Wealth Care Construction & Design Services P. 0. Box 749 Gainesvi[le, FL 32602 -0749 W�Iv\k'4 ..ui One Tampa City C.entler. 201 Nlar'.h rrankPn SYTeet. 3uile '840 am;:�.a FL 335i12 l of F,13-22-.3-67K, Fax; M -2,E3 -Eli 67 v V:N t�BI c7 W Th 7 n RE: Bella Terra Retirement Community Letter of Certification for Load Rating of 2 Bridges Delia Project. No. 2008.091.001 Dear Mr. Waldo. Based on the load testing and load rating analyses we performed for the two bridges in the Bella Terra Retirement Community, we hereby certify that the both bridges have the capacity to safely carry all legal loads including the locally used fire truck with a gross vehicle weight of 80,000 pounds (40 tons). The full" details of our work on these bridges are included in our report dated May 13, 2008. If you have any questions, please call me at 607 -222 -2978. Respectfully, DELTA ENGINEERS (COA #9770) Ralph Verrastro, PE # 34784 Director of Engineering 6 4--ZOOS We are a seamless extension of our clients ` org.anizations.. IAttachment "I" Bella Terra on the Bay 2855 Gulf to Bay Blvd FLD2008 -05012 Response to 8 -7 -08 DRC Comments IGeneral Engineering: 1. Revise utility plans to show that no sanitary sewer lines will be located under ponds. Per the August 12th meeting with City Engineers (Scott Rice, Rob Fahey and Steve Doherty) and Bryan Zarlenga (Project Engineer), the sewer line located under the westerly pond, C -2, will be relocated under Cross Blvd and the sewer line under the easterly pond, D, will remain in its existing location to limit.conflicts with existing trees. It was decided at this meeting that these changes could be made as part of the Building Plan submittal package and were not necessary prior to CDB. 2. The privately owned water distribution system on this site as proposed may develop stagnation problems due to long dead end lines and limited circulation. If the developer is interested in looping the water main via making a connection to the City water main in Sky Harbor Drive 6r other nearby point and removing the water meter /backflow prevention device near Gulf to Bay Boulevard to create an unrestricted water main the City of Clearwater may be agreeable to owning and maintaining what would become part of the pubic water system. If so, the City may be agreeable to assuming ownership subject to but not limited to the following: a. The developer would make any needed repairs /upgrades at the developer's cost, b. An appropriate easement would be deeded to the City, and c. No water mains would be permitted to be installed under drainage ponds. Per the August 12th- meeting with City Engineers (Scott Rice, Rob Fahey and Steve Doherty) and Bryan Zarlenga (Project Engineer), it was decided that the water system could remain under private ownership, but that Hydrant 410 would need to be looped back to the proposed water line along Loving Lane to avoid a dead end situation. It was agreed at this meeting that this change could be made as part of the Building Plan submittal package and was not necessary prior to CDB. Additionally, engineering staff indicated that when the northern portion of the property is redeveloped the owner will need to re- evaluate the water system to ensure sufficient functioning, that the City will request that the water system is turned over to the City and that a connection is made to the water line in Sky Harbor Blvd. Prior to the issuance of a Building Permit: 1. Identify all sanitary sewer manholes and provide proposed pipe lengths and slopes for all sanitary pipes to be replaced. PLEASE PROVIDE PIPE LENGTH AND SLOPES FOR REPLACEMENT SEWER LINES ON SHEET 5.01 All sewer pipe lengths and invert/main hole data has been provided. 2. Sidewalks are required to be installed on both sides of the roads in this development and have a minimum width of 4 -feet. Community Development Code Sec. 3 -1907. (PREVIOUS CONDITION NOT MET) IJ:\ 02026 \02026002.00 \DOC \Permits \City of Clearwater\AttachmentI_8 -7 -08 DRC_response.doc 0 0 It was agreed at DRC that the Applicant would provide sidewalks between Cottages 4 -9, but that sidewalks on both sides of the entire campus would not be necessary as long as a continuous sidewalk providing access to Gulf -to -Bay Blvd and Sky Harbor was available, which it is. Sidewalks between the identified cottages have been provided. 3. Sidewalks and sidewalk ramps adjacent to or a part of the project shall be designed and constructed consistent with City of Clearwater Contract Specifications and Standards Index #109, including the A.D.A. (Truncated domes per D.O.T. Index #304). (PREVIOUS CONDITION NOT MET) See Sheet 6.01. ADA compliant sidewalk ramps and yellow truncated domes have been located at all road crossings as requested by Staff. General Note: If the proposed project necessitates infrastructure modifications to satisfy site - specific water capacity and pressure requirements and/or wastewater capacity requirements, the modifications shall be completed by the applicant and at their expense. If underground water mains and hydrants are to be installed, the installation shall be completed and in- service prior to construction in accordance with Fire Department requirements. Acknowledged. General Note: DRC review is a prerequisite for Building Permit Review; additional comments may be forthcoming upon submittal of a Building Permit Application. Environmental: 1 . No issues. Fire: 1 .Show looped 8" line for fire line and fire hydrants. Acknowledge PRIOR to CDB NOTE: Fire Hydrants SHALL not be on a restricted line.Contact Mr. Terry LaBelle Public Utilities Coordinator @ (727) 562 -4960 7227. Per the August 12'b meeting with City Engineers (Scott Rice, Rob Fahey and Steve Doherty) and Bryan Zarlenga (Project Engineer), it was decided that Hydrant #10 would need to be looped back to the proposed water line along Loving Lane to avoid a dead end situation. It was agreed at this meeting that this changes could be made as part of the Building Plan submittal package and was not necessary prior to CDB. 2 .Fire Hydrants SHALL not be on a restricted line.(JFK) Public Utilities Coordinator contact / Mr. Terry LaBelle (727) 562 -4960 Ext.7227 Acknowledge PRIOR to CDB Acknowledged and discussed during the August 12th meeting with City Staff. Harbor Master: 1 . No issues. Legal: 1 . No issues. Land Resources: 1 .5/27/08 -Show the proposed underground eclectic on the tree preservation plan and address the possible tree impacts prior to building permit. Underground electric is located on the landscape plans and each tree has been reassessed and specific notes included. J:\ 02026 \02026002.00\DOC\Permits \City of Clearwater\AttachmentI_8- 7- 08_DRC response.doc ri e • • 2 .7/23/08 -Show the building tie -in locations and address on the plans if trenched or directional bore. If trenched, direct lines away from trees and/or show root prune limits. Provide prior to building permit. Building tie -in locations are now shown on the preservation plans. Root prune limits have been indicated where utilities are trenched near existing trees. 3 . 5 /27 /08- Reasses potential impacts at every tree to be preserved. Address utility demo impacts under the trees canopies. Insure all proposed utilities are addressed, roof drains and sanitary demo at trees #361 and #366, sanitary demo at tree #352, roof drain at trees #431, 411 and 440, water lines at #440 and storm drain at tree 398. The proposed sanitary is too close to tree 4357. These are just a few examples. Revisit every tree to insure every impact is addressed prior to building pen-nit. 7/23/08 -Still saw some areas where utility installation under trees did not show root pruning and the sanitary at tree #357 is still too close to the tree. Revisit every tree to insure every impact is addressed prior to building permit. The sewer line located in close proximity to tree #357 will be relocated as part of the realigmnent of the sewer line from underneath Pond C -2. As agreed upon, this realignment will take place during building plan submittal. Proposed utility lines have been made clearer on the preservation plan to ensure the contractor can decipher between existing and proposed utilities. General notes on the plans and specific notes on the preservation schedule explain to the contractor that certain existing utilities are to remain abandoned to protect existing tree root structures that may have grown around them. Each tree to be preserved has been assessed and the proper root pruning has been shown on the plans. The Applicant has decided to utilize a certified arborist at the site 6 months prior to and during construction to ensure preserved trees are properly pruned and protected. Utility demolition plan conflicts have been addressed by the engineer in conjunction with the landscape architect. As mentioned during the DRC, roof drains will run above existing ground to avoid damaging trees. Address the proposed gas impacts at the trees to be preserved. Provide prior to building pernlit. The gas line is being designed by Clearwater gas and as such will they will need to adhere to all code requirements. Landscaping: I . 8/5/08 — WW - Response states you are requesting a waiver to providing wheel stops. This must be made through the Comprehensive Landscape Program. Justification must be provided; however, Staff is not supportive of such a waiver. 5/8/08 — WW - Wheel stops are required for all parking spaces that abut landscape areas (in addition to required curbing). This applies to both existing parking spaces to remain and new parking spaces. Wheel stops have been placed in all necessary locations within the redevelopment area. Wheel stops will not be included in areas not being redeveloped and as such a waiver from placing wheel stops in areas no included as part of this redevelopment is being requested through the Comprehensive Landscape Program. The owner understands and agrees to adhere to a Condition of Approval that any future development of the remainder of the site will need to conform to code. J: \02026 \02026002.00\DOC\Permits \City of Clearwater \AttachmentI_8- 7- 08_DRC response.doc 0 0 i2. 8/5/08 — WW - Response says it is shown on the plans, but that layer must not have been turned on. There is verbiage stating where the property line is, but no lines that show it. 6/3/08 — WW - Landscape Sheets L3.00 - L3.O5 - Indicate the property lines on these sheets. Property line has been indicated as a dark dashed line on the plans. 3. 8/5/08 — WW - Plans do not document any existing canopy that would prevent the planting of ' trees within this buffer. Based upon site inspection of this buffer area, there is significant area south of Cross Circle south of the high -rise ALF building that is void of any landscaping (other than grass) where accent trees can be planted unaffected by existing tree canopy. Upon further review with management, it is unclear why, except monetarily, the full 10 -foot (or seven -foot wide with decorative fence) wide buffer along the east side carrot be met by relocating the drive to the west for the 600 -foot length that the drive is presently located within the buffer. In checking with Rick Albee, there will be an impact on the existing trees to the west of this drive, but not a severe impact. Recommend moving the drive and other improvements over to meet the required buffer. 6/3/08 — WW - Sheets L3.01 and L3.03 - A 10 -foot wide landscape buffer is proposed along the east property line and the request is to reduce it to five feet. A six -foot high decorative fence is proposed within this buffer, but no continuous hedge or shade trees every 3 5 feet. Provide a continuous hedge within this five -foot area on the inside of the proposed fence (DSP may be spec'ed in this area but plans are not clear; DSP is too small otherwise; Code requires shrubs as part of hedges to be 18 -24" high at time of planting). Provide accent trees (two accent trees = one shade tree) within this buffer where possible. Do not plant proposed accent trees under the canopy of existing trees. Additional accent trees have been placed in an approximate 100 linear foot location along the easterly property line to supplement the landscape buffer. The remaining tree requirement has been planted elsewhere on the site. To ensure the health and future existence of vast trees throughout the site the Applicant has taken painstaking measures that limit any impact on the trees to remain. There is no practical benefit gained by moving a road over 2 feet to meet a buffer width when we are meeting the intent of the buffer requirement (screening the adjoining property owner) through the proposed landscape program and ornamental fence. Any potential impact on the adjoining property owner will be mitigated after the proposed landscaping and fence are put in place. Any possible impact on the existing tree west of Cross Blvd in this location is a risk that should not be taken, just to move a road 2 feet over, especially as the road has existed without these buffer features for over 40 years without any deleterious impact on the adjoining property owner. Rick Albee states in his con-ment that there will be an impact on the existing trees, but not severe, does a tree know the difference between a regular impact and a severe impact and is it worth finding out when we have taken such consideration to make sure other trees on the site are not impacted. 4. 8/5/08 — WW - Include as a condition of approval that the "future development" areas will need to meet Code buffer requirements at time of redevelopment (such that this development approval does not grant a future waiver to meet requirements). 6/4/08 — WW - Sheets L3.00, 1,31.01, L3.O2 and L3.11 - Landscape buffers are required along the north property line adjacent to the commercial areas fronting on Gulf to Bay Blvd and along the north property line of the Harbour Wood Nursing Home parcel. Unclear why these areas are being ignored, being shown as "future development ", as these areas can be planted to meet the requirements and preserved when these areas are developed in the future. Revise. IJ:\ 02026 \02026002.00\DOC\Permits \City of Clearwater\Attachmentl_8 -7 -08 DRC_response.doc As a condition of approval for this development application, the Applicant acknowledges and consents that when fixture redevelopment takes place in areas not being disturbed at this time it must conform to the Land Development Code standards in place at that time and that the approval to allow any existing non - conforming circumstances to remain in these undisturbed locations as a result of this development application package does not eliminate the basic ' obligation of the Applicant to meet existing code requirements in these locations in the future. A note has been made in the Comprehensive Landscape Program that all "future development" areas will meet code buffer requirements at time of redevelopment. The northern property line tree requirement has been placed throughout the site instead of along the buffer because future development plans are unknown at this time. However, shrub requirements in that area will be met in that location when future development is planned. 5. 8/5/08 — WW Sheet L3.12 was not resubmitted. Unclear if the Irrigation Notes on Sheet L2.13 are being substituted for Sheet L3.12. Advise. ' 6/4/08 — WW Sheet L3.12 - Irrigation system must provide 100% coverage to all landscaped areas. The irrigation notes and irrigation detail on sheet L2.13 are being substituted for the diagram that was on Sheet L3.12. The previous diagram is no longer needed as all landscape areas will be irrigated now, and the diagram was deciphering between irrigation and hand watering. Parks and Recreation: 1 No issues regarding P &R impact fees - number of individual residential units will be the same, square footage of building footprint increasing by less than I%. 2 The Public Art and Design Impact Fee is due and payable on this project prior to issuance of building permit. This fee could be substantial and it is recommended that you contact Chris Hubbard at 727 -562 -4837 to calculate the assessment. Acknowledged Stormwater: The following shall be addressed prior to issuance of Building Permit: 1. Provide a copy of the approved SWFWMD permit.] SWFWMD Permit will be provided when received. ' 2. A proposed drainage easement drawn from the center line of the creek to a point 25 -feet beyond the top of bank on either side of the creek to be dedicated to the City of Clearwater has been shown on the revised plan. Please submit easement legal description and other required documentation to Earl Barrett, Real Estate Services Manager at 727 -562 -4754 for review. Approval of the easement documentation is required prior to the issuance of the first Certificate of Occupancy. Acknowledged. This will be established prior the CO. 3. Please submit the existing cross - access agreement between Harbour Wood and BVG for review to detennine if the document can be in -lieu of the suggested 25' private drainage easement over the pond outfall pipe of the Harbour Wood Nursing Center The Cross - Access easement addressing utilities and vehicular and pedestrian accesses between the 2 sites was provided during the August 7th DRC and is included in the written application package. General note: 1. DRC review is a prerequisite for Building Permit Review; additional, cormnents may be IJ:\ 02026 \02026002.00 \DOC\Permits \City of Clearwater \Attachmentl_8- 7- 08_DRC response.doc 1 0 0 forthcoming upon submittal of a Building Pen-nit Application. 2. At building permit application, applicant shall submit drainage report, soil report, and any ' other drainage related document for review and record. Acknowledged. Solid Waste: 1 . Please explain how all solid waste will be handled. A solid waste roll -off system and recycling dumpster will be located within the service yard. See sheet SC3.03. Trash throughout the campus will be collected by maintenance employees and disposed in the compactor. Traffic Engineering: 1. The distribution of handicap parking stalls needs to be re- worked. For multiple building(s), ' handicap parking spaces shall be dispersed and located closest to the accessible entrances (Florida Building Code Ch. 11 Section 11- 4.6.2). This was addressed at DRC and it was determined that handicap parking spaces do not need to be delineated for the proposed cottages and that the handicap parking spacing layout for the main building is appropriate. The Applicant acknowledged at DRC that if a handicap resident moves into any of the existing ' cottages then a handicap parking space meeting ADA code will need to be delineated at that time. 2. On page SC6.01 handicap sign detail, change the Florida Statute number to read " 318.18 ". This has been revised on Sheet 6.01. 3. Provide ADA standard truncated domes where sidewalk crosses the roadway and/or driveway. Use FDOT 2008 Design Standards Index 304 page 6 of 6 and provide this detail on the site plan. See link provided: htt2: / /www. dot. state .fl.us /rddesign/rd/RTDS /08 /304.pdf This has been included on the detail sheet. All truncated domes will be yellow. 4. The 4 parallel parking loading spaces shall be 12' wide by 35' long. ' These spaces have been identified as loading spaces and redesigned to be 12'x35'. 5. On the site plan show marked white painted directional arrows for one- way circulation at the driveway at the Main CCRC building. Provided on revised plans. 6. Provide an accessible route connection for buildings 4 through 9. Buildings 4 - 9 shall connect to each other and also to the Main CCRC building. Provided on revised plans. 7. Provide a scaled turning template for a WB -50 truck maneuvering in and out of the truck loading dock at the main ccrc building. Provided as part of the civil engineering drawing on Sheet SC3.10 8. Provide vertical height clearance of 14' under all porte- cocheres. Note has been provided on the civil engineering drawings. The above to be addressed prior to a Community Development Board (CDB) hearing. ' General Note(s): 1. Applicant shall comply with the current Transportation Impact Fee Ordinance and fee schedule and paid prior to a Certificate of Occupancy (C.O.). J: \02026 \02026002.00\DOC\Permits \City of Clearwater\ AttachmentI _8- 7- 08_DRC_response.doc u n 1 0 0 Acknowledged and already determined by Bennett Elbo. 2. DRC review is a prerequisite for Building Permit Review; additional comments may be forthcoming upon submittal of a Building Permit Application. Acknowledged Planning: 1 .8/5/08 — WW - It is my understanding from Tom Mahony in Engineering, who is a surveyor, that the survey is to have such flood zone information on the survey. Based on FIRM Panel 125096- 0017D, there is Flood Zone AE 10 on the property. Needs to be shown on the survey and Master Site Plan. Need to ensure proposed buildings meet FEMA regulations. 6/3/08 — WW - Flood zone information is missing from the survey. Revise. Also reflect the flood zones onto the site plans. There appears there may be a VE flood zone, which could affect location and/or design of units on the south side of the property. Flood Zone line has been clearly delineated on plan sheets. 2. 8/5/08 — WW - The City is experiencing problems in issuing permits to Harbour Woods because the address is the same as Bayview Gardens, even if the parcel numbers are slightly different. The address for Harbour Woods should really change to a Sky Harbor address for this, and emergency response, purposes. 5/27/08 — WW - The proposed project intends to keep the basic internal streets in their existing location. The request includes a proposal to gate this community, with a primary manned gate at Cross Blvd, a gate on Cross Circle northeast of the access drive to Sky Harbor Drive and a gate at the south end of the Harbour Wood Nursing Home parcel on Cross Blvd. The address for this site is 2855 Gulf to Bay Blvd., which is intended to be retained. However, the Harbour Wood Nursing Home, which is on a separate parcel and is owned by another entity, is also addressed at 2855 Gulf to Bay Blvd (per the phone book and their occupational license). The Property Appraiser has the Harbour Wood Nursing Home at 2861 Gulf to Bay Blvd. By design, the proposed gating of the project will require Harbour Wood persomlel and guests to access that facility via Sky Harbor Drive. The address for Harbour Wood Nursing Home, therefore, should change to a Sky Harbor Drive address. Has the proposed gating and net effect regarding an address change been discussed with Harbour Wood management? The Applicant indicated at DRC that they would be willing to hand over their existing 2855 Gulf -to -Bay Blvd address to the HarbourWood facility to help facilitate this issue. 2 . 8/6/08 & 5/8/08 — WW - Building elevations (all buildings) need to indicate the proposed exterior materials and colors (including the color name). Provide samples /swatches of proposed colors (such as color 1, 2, etc.). Material and colors have been identified on elevation sheets. 3. 8/6/08 — WW - I am not asking for the building to be relocated. I am asking for the pavement to meet the required five -foot setback. Proposed is 4.9 feet. Staff cannot support the reduction at this location. I am confident that, from an engineering standpoint, this required setback can be met through a minor relocation of the roadway. All trees in this area are being removed, so that cannot be a claim. 6/3/08 — WW Sheet SC3.03 - Proposed pavement near the southeast corner of the Nursing Home parcel does not meet the required 5 -foot side setback and the 10 -foot landscape buffer. Sheet SC3.09 states the pavement is proposed at a 4.9 -foot setback, while that which is drawn on Sheet SC3.03 is less than 4.9 feet. However, unclear why such setback and buffer cannot be met and Staff cannot support a 0.1 -foot reduction to the required setback. Revise. J: \02026 \02026002.00\DOC\Permits \City of Clearwater\AttachmentI_8 -7 -08 DRC_response.doe ' . • At DRC Mr. Jim Kelher agreed to allow the proposed road to be reduced to less than the required width for a fire lane of 24 feet in order to allow the Applicant meet the required 5 foot setback. ' The road is now approximately 23 feet. 4. 8/6/08 — WW - Compliance with the Code requirements for this northern area is not being waived forever with any approval of this request and any such approval will be conditioned upon compliance with Code requirements when that area redevelops. 6/3/08 — WW Sheets SC3.01( ?), SC3.02, SC3.03 and SC3.05 - The chain link fencing along the north property line (cannot tell if it is proposed along the entire north property line - see Sheets SC3.01 and SC3.02) and along the west property line south of the Harbour Woods Nursing Home parcel must be green or black vinyl clad and must be planted with a continuous hedge or ' vine per Sections 3 -805.0 and .D (Sheet 53.04 indicates adequate landscaping along southwest property line). As a condition of approval for this development application, the Applicant acknowledges and consents that when future redevelopment takes place in areas not being disturbed at this time it must conform to the Land Development Code standards in place at that time and that the approval to allow any existing non - conforming circumstances to remain in these undisturbed locations as a result of this development application package does not eliminate the basic obligation of the Applicant to meet existing code requirements in these locations in the future. 5. 8/6/08 — WW - Show sight triangles on Sheets SC3.01 (on both sides of drive at Cross Blvd ' north of security building), L3.00 (at Sky Harbor Dr) and L3.01 (on both sides of drive at Cross Blvd north of security building). On Sheet SC3.02 show sight triangles at street intersection of Gulf to Bay Blvd and Cross Blvd at the property lines, not the pavement edge. On Sheet L3.01, ' show Code sight triangles at street intersection of Gulf to Bay Blvd and Cross Blvd (not shown properly). 5/8/08 — WW On all appropriate site plan sheets and landscape sheets, show all required sight ' triangles. Ensure all objects and landscaping within the visibility triangles meet requirements. Site triangle locations have been modified on the requested sheets. 6. 8/6/08 — WW - Need to be a little more specific with what is possible. Any approval will ' include a condition of approval for such. The HVAC unit was located and installed as part of approved permit BCP2005- 04435. As the HVAC unit is located immediately adjacent to vacant land, the Applicant requests that the HVAC unit remain in place until the redevelopment of that area or the removal of the ALF tower occurs or until that vacant parcel of land is developed. 6/3/08 — WW We have been made aware by an adjoining property owner (Allan Stowell) that an ' air conditioning chiller located on the northwest side of the maintenance building west of the high -rise ALF building is extremely noisey. His concern is also with the closeness of the concrete pad to the property line. Can the concrete pad be cut back, while still maintaining adequate area for maintenance and operational aspects of the a/c unit and can a masonry wall a maximum of six feet in height be constructed to help mitigate the noise impacts of this a/c unit? 7. 8/6/08 — WW Since these land use designations have different maximum ISR's, provide the ' proposed ISR. per land use designation (don't see on plans). Provided as part of the site data table 5/8/08 — WW Sheet G1.01 - Site Data - Indicate the existing Land Use designations on the ' property. Indicate the land area (square footage and acreage) under the three land use designations /zoning districts (CG /C, R/OG /O and RM/MDR). Indicate how the overall density was calculated, including that AL units are based on three beds = one dwelling unit, and upon ' J:\ 02026 \02026002.00\DOC \Permits \City of Clearxvater\AttachmentI 8- 7- 08_DRC response.doc 1� t it 0 0 what acreage the density was calculated (if utilizing all three land use designations /zoning districts and based on density averaging). We have to report density averaging projects to the Pinellas Planning Council (PPC). Also, since these land use designations have different maximum ISR's, provide the proposed ISR per land use designation. Additionally, need to know if the number of beds /density of the nursing home outparcel is based solely on their land area (acreage) or if any portion of their density utilized the subject property to attain their number of beds /density (we previously spoke of such issue). May be in written form. See also other Planning comments regarding this issue. Sheet SC3.00 - Indicate on the subject property the locations of the land use designations Commercial General (CG) and Residential Medium (RM) and the locations of the Zoning Districts Commercial (C) and Medium Density Residential (MDR). 8. 7/31/08 — WW - Response says the second floor plans have been submitted; however, I do not find such plans. Second floor plans are definitely included in this package. 6/4/08 — WW Provide the second floor plans for the duplex units (a and b floor plans). 9. 8/6/08 — WW - If the average grade has been determined to be 13.5 feet, unclear where the 83 feet height comes in. The highest point indicated on the elevations is 80.5 feet above average elevation. Revise Site Data on Sheet G1.01 and in written material. Average site grade was incorrectly calculated previously and has been recalculated to be 12 feet, which creates a defined building height of 82 feet to the peak of roof. 6/4/08 — WW Elevations and Height - a. Definition of "height, building or structure" requires height to be measured using the average grade elevation of the site to the top of the building. Need to determine the height of the building so we can advertise properly (see also "b" below). b. Based on the Code definition of "height, building or structure ", parapets may only extend a maximum of 42- inches above the flat roof of the building. In this case, and assuming under "a" above that the building height is exceeding 50 feet, the parapet /mansard roof is dimensioned at 9' -11 ". Since this parapet /mansard roof exceeds the maximum of 42 ", the request for an increase to height would need to be determined from the average grade of the site to the top of the parapet /mansard roof. c. Based on the Code definition of "height, building or structure ", mechanical rooms may only extend a maximum of 16 feet above the flat roof of the building. I am unaware if any of these structural projections above the flat roof deck shown on the elevations are solely mechanical rooms or purely decorative architectural features. If solely mechanical rooms, Staff cannot support heights of these mechanical rooms exceeding 16 feet above the flat roof deck (dimensioned at 19' -10 "). For purely decorative architectural features, we would need to advertise the height of the building rather than the height of the parapet/mansard roof (see "b" above) but to the top of these decorative architectural features. 10. 8/6/08 — WW - You have answered regarding the main building. Please indicate for the duplex buildings and the guard house. Location of mechanical equipment for guardhouse and duplex buildings is now provided. 5/8/08 — WW Show or indicate the location of all outside mechanical equipment and required screening. 11. 8/6/08 — WW Based on the survey and site plans submitted, the proposed fence eliminates the handicap accessible path from the existing handicap parking spaces north of the high -rise J:\ 02026 \02026002.00 \DOC\Pennits \City of Cl earwater\ AttachmentI _8- 7- 08_DRC_response.doc 1 C C 1 L, r. ALF building and does not replace it with a new handicap accessible path meeting Code requirements. Revise. The proposed fence has been realigned to allow the continued passage of the handicap accessible path in this location. 6/3/08 — WW Sheet SC3.02 - A proposed six -foot high decorative fence is proposed along the south side of the existing parking lot north of the high -rise ALF building, placing the parking lot outside of the fencing. Unclear how persons parking in this parking lot access the high -rise ALF building, especially handicap individuals. Need to provide an accessible path meeting ADA requirements for this project to Cross Blvd (see Traffic Engineering). 12 . 8/6/08 — WW Agreed that the undergrounding will occur at this time only in the area of redevelopment. A condition of approval will be included requiring such undergrounding in future redevelopment phases when they come through the process. The Applicant consents to a condition relative to future undergrounding of electric lines. 6/3/08 — WW Code requires the undergrounding of any on -site overhead utilities. 13 . 8/6/08 — WW Thank you for revising based on the comments below. However, staff will be advertising differently now in the future and we need for you to revise how the request is stated (see "Request" on the DRC continents. Response to criteria needs to address and justify general Code requirements for that use as a point of comparison as to what is proposed. See me for discussion of this change. The Applicant's representative has coordinated with Platuung Staff to ensure the project is properly advertised. 6/4/08 — WW Attachment B - a. Ensure all reductions to setbacks are consistent with that listed by Staff in the "request "; b. Reductions to setbacks and landscape buffers are not required for cross - access driveways; and c. Ensure all landscape buffer reductions are consistent with that listed by Staff in the "request ". 14 . 8/6/08 — WW - Need to be more specific with your response. If the gazebo and deck were constructed without the benefit of a building permit, and they are desired to be retained in their present location, then need to include in the request and provide justification. If approved by the CDB, then after - the -fact permits will be required. If, however, there are to be changes to the existing conditions, you need to tell me what you are proposing and then address such changed conditions in the request and justification. The gazebo and deck have been relocated outside of the setback and buffer area. 6/3/08 — WW We have been made aware by an adjoining property owner (Allan Stowell) that a gazebo and deck northwest of the high -rise ALF building has been constructed close to the property line (with the deck apparently extending onto Mr. Stowell's property) without the benefit of a building permit. Provide documentation such structures were constructed with a building permit, remove such structures immediately or need to request to retain such structures (later will need to obtain required after - the -fact building permits), although removing any encroaching structures on Mr. Stowell's property. 15 . 8/6/08 & 6/3/08 — WW - The City has adopted amendments to our Comprehensive Plan prohibiting the establishinent of new hospitals, nursing homes and assisted living facilities within the Coastal Storm Area and the area inundated by a category 2 hurricane. Need to ensure such facilities are not located within such areas. See Catherine Porter for information regarding Plan amending language and maps. Reference has been made in the site data table indicating that the site is in a Hurricane Evacuation Level C. Additionally, no buildings are located in any portion of the Coastal Storm J:\ 02026 \02026002.00\DOC \Permits \City of ClearNA ,ater\AttachmentI_8- 7- 08_DRC response.doc 1 f J • s Area or areas inundated by a Category 2 hurricane, as identified by the City's Floodplain Management Plan. 16. 8/6/08 — WW Response is that there will be only one person/bed per room in everything except the independent living units. Include as a condition of approval in the Staff Report. The Applicant will consent to a condition of this type, "in compliance with State licensing requirements, the Owner is limited to a capacity of only 1 resident per room ". 6/4/08 — WW Based on the floor plans submitted for the main building, it is unclear what the maximum population (ie: maximum number of beds) is anticipated in this facility for areas other than the independent living units (attached dwellings), including the memory support, skilled nursing ( ?) and assised living units. How many beds per room? We need to include such population in the request. 17. Parking Sufficiency Study - After additional discussion of regulations by Planning staff, a Residential Infill Project parking requirement under the proposed MHDR District is two parking spaces per unitl. While you do not need to change what you already have in the Study, I do need for you to calculate what the Residential Infill Project parking requirement is and indicate such in the Study. Additionally, I need such information included in the Site Data on Sheet G1.01. Required number of parking spaces have been recalculated in accordance with the above information and included as part of Parking Sufficiency Study and site data table. 18 . When providing responses to DRC comments, please group comments by departments, as you received such comments, rather than as submitted on July 14th. J:\ 02026 \02026002.00 \DOC\Pennits \City of Clearwater\ Attachmentl _8- 7- 08_DRC_response.doe S�A1� 5/1/2008 Receipt #: 1200800000000003639 4:13:54PM �= Date: 05/01/2008 r Line Items: Case No Tran Code Description Revenue Account No Amount Paid FLD2008 -05012 04 Flexible Commercial 001000000341262000 1,205.00 FLD2008 -05012 Fire - Prelim Site Plan 001000000342501000 200.00 Line Item Total: $1,405.00 Payments: Method Payer Initials Check No Confirm No How Received Amount P Check SANTFE HEALTHCARE INC R_D AP002383 In Person 1,405.00 Payment Total: $1,405.00 THIS IS NOT A PERMIT. This is a receipt for an application for a permit. This application will be reviewed and you will be notified as to the outcome of the application. cReceipt.rpt Page 1 of 1 10 . FLD2008 -05012 2855 GULF TO BAY BLVD BELLA TIERRA ON THE BAY PLANNER OF RECORD: WW ATLAS # 300B ZONING: C LAND USE: CG RECEIVED: 05/01/2008 INCOMPLETE: COMPLETE: MAPS: PHOTOS: STAFF REPORT: DRC: CDB: MARC A. MARIANO, AICP PP Project Manager Site Development mmoriono@tbegroup.com T: 727.431.1605 T: 800.861.8314 F: 727.431.1777 C: 727.492.6750 380 Park Place Blvd., Suite 300 Clearwater, Florida 33759 www.tbegroup.com CLW CoverSheet L - - - -_: T-UT G R O U P • s CITY OF CLEARWATER POST OFFICE BOX 4748, CLEARWATER, FLORIDA 33758 -4748 MUNICIPAL. SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 ��At TELEPHONE (727) 562 -4567 FAx (727) 562 -4865 PLANNING & DEVELOPMENT September 22, 2010 Marc Mariano, AICP, PP Cardno TBE 380 Park Place Boulevard, Suite 300 Clearwater, FL 33759 RE: FLD2008 -05012 — 2855 Gulf to Bay Boulevard Time Extension Development Order Dear Mr. Mariano: On September 21, 2010, the Community Development Board (CDB) APPROVED your request to extend the time frame for the Development Order for the above referenced case. Pursuant to Section 4-407, an application for a building permit to construct the site improvements on your parcel at 2855 Gulf to Bay Boulevard shall be submitted by October 21, 2011. All required certificates of occupancy shall be obtained within two years of the date of issuance of the building permit. Time frames do not change with successive owners. Should you be unable to apply for a building permit to construct the improvements approved under the above referenced case you will need to reapply for development approval in accordance with the requirements of the Community Development Code. Please be aware that the issuance of this Development Order does not relieve you of the necessity to obtain any building permits or pay any impact fees that may be required. In order to facilitate the issuance of any permit or license affected by this approval, please bring a copy of this letter with you when applying for any permits or licenses that require this prior development approval. If you have any questions, please do not hesitate to call Wayne M. Wells, AICP, Planner III at 727 -562 -4504 or by email at way.ne.tivelisf i)mvcl.ca:nvater.corn. Sincerely, Michael Delk, CP Planning and Development Director S: (Planning DepartmentlC D BIFLEX (FLD)llnactive or Finisher! Applications I Gulf to Bay 2855 Bella Terra (C, 0& MDR) 2008.10- Approved - WWIGulf to Bay 2855 CDB Time Extension Development Order 9.22.10. doe 0 s C77) cc rdno TBE September 1, 2010 Mr. Michael Delk Director City of Clearwater Planning Department 100 South Myrtle Avenue Clearwater, FL 33756 Re: Bella Terra on the Bay — Development Order Extension Request Dear Mr. Delk: Pursuant to Code Section 4 -407, this letter shall constitute a formal request for an additional one -year administrative extension of the Development Order (FLD2008- 05012) issued on October 21, 2008 for the Bella Terra on the Bay project. This request is being made in light of the significant downtown in the local and national economy. If you have any questions or require additional information, please do not hesitate to contact me at marc.mariano(cD-cardnotbe.com or 727.431.1605. Sincer I , Marc A. Mariano, AICP, PP Assistant Director of Site Development For Cardno TBE CC: S. Breitinger T. Hart K. Cole Shaping the Future Cardno TBE 380 Park Place Blvd Suite 300 Clearwater, FL 33759 USA Phone 727 5313505 Phone 800 8618314 Fax 727 5391294 Email the @CardnoTBE.com www.CardnoTBE.com p & t)EVELOPMENT SERVICES CITY OF CLEARWATER Australia • Belgium • Indonesia •. Kenya • New Zealand • Papua New Guinea United Arab Emirates • United Kingdom • United States • Operations in 60 countries J:\ 02026 \02026002.00 \DOC \Permits \City of Clearwater \bella_terra_DO_extension.doc Wells, Wayne From: Wells, Wayne Sent: Tuesday, September 14, 2010 1:33 PM To: 'Marc Mariano' Subject: Bella Terra DO Extension Attachments: image001.png Marc — I have placed this time extension request on the consent portion of the CDB agenda of September 21, 2010, at 1:00 pm at City Hall. It is advised to attend this meeting should there be any questions. Wayne From: Marc Mariano [ mailto : Marc. Mariano @cardnotbe.com] Sent: Wednesday, September 01, 2010 8:54 AM To: Wells, Wayne Subject: Bella Terra DO Extension Wayne, Attached please find the DO extension request for the Bella Terra project. The hard copy is in the mail.. Let me know if you need anything else on this. Thanks, Marc Marc A. Mariano, AFCP, PP Assistant Director of Site Development 380 Park Place Blvd, Suite 300 Clearwater, FL 33759 Phone: 727.431.1605 Fax:727.431.1777 Mobile:727.492.6750 Email: marc.mariano(@cardnotbe.com Web: www.CardnoTBE.com I Please consider the environ lent before printing this a -r -nail. P.ease Nolte: Ur•less othenvise ind.ca.ed or obvious ita'.r its ilatlire, he hiforrru+tion in tdr, .ransrrr iI is .on dcfWi ,I a, id is rite H ded solely :cir t' e use of thrt i rid lvicloal (s) named aoove. If you, the reacer of this essage, are not tare intended rc dpi(,'W, you ane herr,,by natif ed that any disser.ination, di str:bUtiOn, cnpying or forwarding of this transmitta' is strictly prohibiter. If you have received this transmittal in error, please advise the sender fmrned ate y aria' destroy the accorn;3anying tran.5mitta . Thank you. 1 f� d $�.`_��`�'�� CITY OF CLEARWATER POST OFFICE BOX 4748 CLEARWATER FLORIDA 33758 -4748 MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 562 -4567 FAx (727) 562 -4865 odXY�� PLANNING & DEVELOPMENT December 24, 2009 Marc Mariano, AICP, PP TBE Group, Inc. 380 Park Place Boulevard, Suite 300 Clearwater, FL 33759 RE: FLD2008 -05012 — 2855 Gulf to Bay Boulevard Time Extension Development Order Dear Mr. Mariano: On October 21, 2008, the Community Development Board (CDB) APPROVED with 14 conditions the above application for Flexible Development application for the redevelopment of the overall 31.12 acre - property zoned Commercial (C) District, Office (0) District and Medium High Density Residential (MHDR) District (rezoned under Case No. REZ2008- 07007) to permit a total of 229 attached dwellings (Independent Living Units) (73 units existing to remain; 156 units proposed), a total of 40 nursing home beds (proposed) and a total of 170 beds of assisted living facility (94 beds existing to remain; 76 beds proposed); (A) In the Commercial (C) District with a lot area of 2.45 acres, a lot width of 200 feet along Gulf to Bay Boulevard (north) and a total of 210 feet along Cross Blvd, a front (north) setback along Gulf to Bay Blvd of four feet (to existing sign) and 28 feet (to existing pavement), a front (east) setback along Cross Blvd of one -foot (to existing pavement), a front (north) setback along Cross Blvd of 25 feet (to proposed guardhouse), a side (east) setback of five feet (to existing pavement), a side (west) setback of two feet (to existing pavement), a side (north) setback of zero feet (to existing pavement) and a building height of 81 feet (to roof deck of existing assisted living facility building), as a Comprehensive Infill Redevelopment Project in the Commercial (C) District, under the provisions of Community Development Code (CDC) Section 2- 704.C; (B) In the proposed Medium High Density Residential (MHDR) District with a lot area of 28.33 acres, a lot width along Sky Harbor Drive of 282 feet, a reduction to the front (west) setback along Sky Harbor Drive from 25 to 21 feet (to existing building), a reduction to the side (west) setback at the southeast corner of the adjacent nursing home parcel from 10 to five feet (to proposed pavement), an increase to building height from 30 to 82 feet (to top of roof of proposed building) and a reduction to the required number of parking spaces from 583 to 426 parking spaces, as a Residential Infill Project under the provisions of CDC Section 2- 304.G; and (C) Reductions to perimeter buffers along Cross Blvd (east) from 10 feet to one -foot (to existing pavement), along the west side from five to two feet (to existing pavement), along the north side from 10 feet to zero feet (to existing pavement) and at the southeast corner of the adjacent nursing home parcel from 10 feet to five feet (to proposed pavement), as a Comprehensive Landscape Program under the provisions of CDC Section 3- 1202.G, and DENIED a reduction to the side (east) setback from 10 to five feet (to existing pavement) and a reduction to the perimeter buffers along the east side from seven to five feet (to existing pavement). M ■M' "EQUAL EMPLOYMENT AND AFFIRMATIVE AcnON EMPLOYER" (S December 24, 2009 Mariano — Page Two CDC Section 4 -407 requires the application for a building permit within one year of the date the CDB approved the request (October 21, 2009). This same Section allows an extension of time to initiate a building permit, provided good cause is shown and documented in writing within the original period of validity. The Planning and Development Director may also consider whether significant progress on the project is being made and whether or not there are pending or approved Code amendments that would significantly affect the project. On October 12, 2009, you submitted a request for a one -year time extension to apply for a building permit to construct the improvements on this parcel. Your letter cited the problem of the significant downturn in the local and national economy. In accordance with the provisions of CDC Section 4 -407, I APPROVE a one -year time extension to October 21, 2010, to submit an application for a building permit to construct the site improvements on the property at 2855 Gulf to Bay Boulevard. In the event you are unable to proceed with the project by submitting for the building permit, the CDB may approve one additional extension of time to initiate a building permit application. Such extension shall not exceed one year, shall be for the project originally approved (or as approved through the Minor Revision process) and shall be for good cause shown and documented in writing. The CDB must receive the request for this extension within the time frame granted by the Planning and Development Director (period of validity after the original extension approved by the Planning and Development Director, which means that any time extension request must be submitted with sufficient lead time to be placed on the CDB agenda that precedes the above expiration date). Good causes may include, but are not limited to, an unexpected national crisis (acts of war, significant downturn in the national economy, etc.), .excessive weather - related delays, and the like. The CDB may also consider these same Code amendments enumerated above, whether significant progress on the project is being made and whether or not there are additional pending or approved Code amendments that would further significantly affect the project. Please be aware that the issuance of this Development Order does not relieve you of the necessity to obtain any building permits or pay any impact fees that may be required. In order to facilitate the issuance of any permit or license affected by this approval, please bring a copy of this letter with you when applying for any permits or licenses that require this prior development approval. If you have any questions, please do not hesitate to call Wayne M. Wells, AICP, Planner III, at 727 -562 -4504. Sincerely, Michael elk, AI eP Planning and Development Director S: (Planning Depm-tntentlC D BIFLEX (FLD)Vnactive or Finisher/ Applications IGulf to Bay 2855 Bella Terra (C 0& MDR) 2008.10-Approved- WMG«If to Bay 2855 Time Est. Dev. Order 12.24.09.doc ,/ Q27) Cardno TBE October 8, 2009 Mr. Michael Delk Director City of Clearwater Planning Department 100 South Myrtle Avenue Clearwater, FL 33756 Re: Bella Terra on the Bay — Development Order Extension Request Dear Mr. Delk: Pursuant to Code Section 4 -407, this letter shall constitute a formal request for a one -year administrative extension of the Development Order (FLD2008- 05012) issued on October 21, 2008 for the Bella Terra on the Bay project. This request is being made in light of the significant downtown in the local and national economy. If you have any questions or require additional information, please do not hesitate to contact me at marc.mariano(uD-cardnotbe.com or 727.431.1605. SinA.MariLano,P, M PP Project Manager For Cardno TBE CC: S. Breitinger T. Hart K. Cole Shaping the Future Cardno TBE 380 Park Place Blvd Suite 300 Clearwater, FL 33759 USA Phone 727 5313505 Phone 800 8618314 Fax 727 5391294 Email the @CardnoTBE.com www.CardnoTBE.com =7�' = = I 'D OCT 12 20W I PLANNING & DEVELOPMENT SERVICES CITY OF CLEARWATER Australia • Belgium • Indonesia •. Kenya • New Zealand • Papua New Guinea United Arab Emirates • United Kingdom • United States • Operations in 60 countries J:\ 02026 \02026002.00 \DOC \Permits \City of Clearwater \bella— terra_DO_extension.doc K � • Cardno April 17, 2009 APR 2 2 TBE Shaping the Future PLANNING & DEVELOPMFNI• SEnviCr,S Mr. Wayne Wells, AICP CITY O : r �d A; -EP Cardno TBE Planner III City of Clearwater Planning Department - -�' 380 Park 100 S. Myrtle Ave, 2nd Floor Suite 300 Place Blvd Clearwater, FL 33756 Clearwater, FL 33759 USA Phone 727 5313505 Dear Wayne, Phone 800 8618314 y Fax 727 5391294 Email the @CardnoTBE.com The following provides an overview of our meeting on February 3rd 2009 related to the expiration of approved permits. Please advise us promptly if this letter is not consistent with www.cardnoTBE.com your recollection of that meeting or if any of the items need revising. My email is marc.mariano @cardnotbe.com. • On October 21, 2008, the Community Development Board approved the flexible development plan application (FLD2008- 05012), which serves as the Development Order (DO) for this process. That initial Development Order expires on October 21, 2009. • The Applicant, or their legal representative, can request from the Planning Director an extension to this Development Order of up to 1 year. This request needs to be submitted in writing prior to the expiration date of October 21, 2009 and if a request for an extension is being submitted, it is recommended that it is done around August 2009 to ensure sufficient review and coordination time. Typically, unless major code revisions have been adopted, an extension of 1 year will be granted-. Section 4-407 of the Land Development Code identifies the specific criteria for the granting of a time extensions for all Level Two approvals and states, "Good causes may include but are not limited to an unexpected national crisis (acts of war, significant downturn in the national economy, etc.), excessive weather - related delays, and the like." As such, any letter submitted requesting a time extension should conform to this language. • In addition to this 1 year extension granted by the Planning Director, a subsequent extension of up to 1 additional year of the Development Order expiration can be granted by the Community Development Board if it is needed. The Community Development Board needs to take action prior to the expiration of the Development Order granted by the Planning Director, so again, this request should be submitted a few months before the expiration date of the Development order to provide sufficient time for the Community Development Board to act. The Level Two time extension process at the Community Development Board is an administrative action item and not a public hearing process. There the request is not subject to public comment and is not advertised publically. Typically, unless major code revisions have been adopted, an extension of 1 year will be granted. It was suggested that this extension request be made at least 3 months before the expiration period to ensure the Board has sufficient time to take action. • These 2, 1 -year extensions are the extent that the Development Order timeframe can be extended. If a building permit application has not been submitted prior to the expiration of the Development Order, then that approval is expired. At that time a new application for site plan approval would need to be submitted and reviewed by the City, under the regulations in place at that time. Australia • Belgium • Indonesia •. Kenya • New Zealand • Papua New Guinea United Arab Emirates • United Kingdom • United States • Operations in 60 countries Document85 Name of Addressee Page 2 April 17, 2009 • Prior to the expiration of the Development Order, an applicant shall submit an application for building permit review and approval. It was discussed that the City typically takes 6 weeks to review the building permit application and submit comments back to the applicant or issue a permit. • The City requires that the building permit is obtained within 6 months of the initial submittal date of the building permit application. • The timeframe required for issuance of a building permit can be extended by the Planning Director up to 6 months. The request for this extension needs to be submitted to the Planning Director prior to the initial expiration date. • Once the building permit is issued, the applicant has 2 years to obtain a Certificate of Occupancy (CO) for the construction of all proposed site improvements. • There are no extensions available for obtaining a Certificate of Occupancy. If the 2- year time limit expires and construction is not completed, the Planning Director shall determine whether significant progress has been made in order to allow the project to continue under the existing permit. If it is determined that significant progress has not been made, then the permit is expired.. At that time a new application for site plan and building approval would need to be submitted and reviewed under the regulations in place at that time. This would essentially start over the entire process. • As there is no formal definition in the City's Code for significant progress, the level of construction for this project that would constitute significant progress was discussed. It was suggested that if at least 3 floors of the main building have been constructed, this level of effort would meet the intended definition of significant progress. However, if only the foundation of the main building was constructed, then that would probably not meet the intended definition of significant progress. • Information regarding the expiration of the Southwest Florida Water Management District ( SWFWMD) permit was also provided during this meeting. It was determined that the 5- year expiration period associated with the SWFWMD permit would coincide with the maximum amount of time available to complete construction using all available permit extension periods for the City of Clearwater process. Please provide comments or suggestions. Than you, Marc A. Mariano, PP, AICP Project Manager Document85 0 0 Wells, Wayne From: Wells, Wayne Sent: Wednesday, April 01, 2009 12:05 PM To: 'Marc Mariano' Subject: Bella terra meeting Marc - I have.reviewed the meeting recap and it is correct with the following exceptions: 1.. Bullet point #2.- Line 7 I would revise the word "permits" to "Level Two approvals "; 2. Bullet point #3 - Line.6 -. L would revise.the word "permit ".to "Level Two. time "; 3. Bullet point #4 - Line.3 -.I would revise. the phrase "permit /approval.is considered to be expired and removed from the City's permitting system ".to."approval.is expired ". The case is.not. removed from the City's.computer system but is.shown as. "expired "; 4. Bullet point #9.- Lines 4/5 I would remove the phrase "and removed from the City's permitting system ",.just ending the sentence with "expired ". The case is not removed from the City's.computer.system but is shown as "expired "; 5..Bullet point #9 - Line 5.-.1 would revise the phrase.at.the end of the line from "site . plan" to "site plan and building "; and 6. Bullet point #10 - Line 4 -.I would remove after "However, if ".the phrase "the CO had expired and" to.have the sentence rather read "However, if only the foundation...". Wayne - - - -- Original Message---- - From: Marc Mariano [ mailto :Marc.Mariano @cardnotbe.com] Sent:.Wednesday, April 01, 2009 10:25 AM To:. Wells,. Wayne Subject: RE: Bella terra meeting Wayne, At the. request of my client, attached to the permit extension process. Please take a look at your convenience inconsistencies. A hard copy is also being sent. Thanks Marc Marc. A. Mariano, AICP, PP Project. Manager 380 Park Place Blvd, Suite 300 Clearwater, FL 33759 Phone:727.431.1605 Fax:727.431.1777 Mobile:727.492.6750 Email :Marc.Mariano @CardnoTBE.com Web:www.CardnoTBE.com is a recap of our meeting related and let. me know if there. are. any - - - -- Original Message---- - From: Wayne.Wells @myClearwater.com [ mailto :Wayne.Wells @myClearwater.com] Sent: Thursday, January 29, 2009 3:03. PM To: Marc Mariano Subject: Bella terra meeting Yes, a change to.Tuesday is possible. I would prefer the meeting be at 4:00 pm on Tuesday, February 3rd. Let.me know if that is acceptable. - - - -- Original Message---- - From: Marc. Mariano [mailto:mmariano @tbegroup.com] 1 3 r Sent: Thursday, January 29,09 2:09 PM To: Wells, Wayne Subject: Bella terra meeting Wayne. Let me know if you are able to meet.on tuesday afternoon (maybe 3 or 4) instead of wednesday to dicuss the.permit.extension process with the bella terra owners. Thanks Marc Sent from my Palm Treo wireless device. 2 Mr. Wayne Wells, AICP Planner III City of Clearwater Planning Department 100 S. Myrtle Ave, 2nd Floor Clearwater, FL 33756 Dear Wayne, The following provides an overview of our meeting on February Yd 2009 related to the expiration of approved permits. Please advise us promptly if this letter is not consistent with your recollection of that meeting or if any of the items need revising. My email is marc.mariano @cardnotbe.com. • On October 21, 2008, the Community Development Board approved the flexible development plan application (FLD2008- 05012), which serves as the Development Order (DO) for this process. That initial Development Order expires on October 21, 2009. The Applicant, or their legal representative, can request from the Planning Director an extension to this Development Order of up to 1 year. This request needs to be submitted in writing prior to the expiration date of October 21, 2009 and if a request for an extension is.being submitted, it is recommended that it is done around August 2009 to ensure sufficient review and coordination time. Typically, unless major code revisions have been adopted, an extension of 1 year will be granted. Section 4 -407 of the Land Development Code identifies the specific criteria for the granting of a time extensions for all permits and states, "Good causes may. include but are not limited to an unexpected national crisis (acts of war, significant downturn in. the national economy, etc.), excessive weather- related delays, and the like." As such, any letter submitted requesting a time extension should conform to this language. • In addition to this 1 year extension granted by the Planning Director, a subsequent extension of up to 1 additional year of the Development Order expiration can be granted by the Community Development Board if it is needed. The Community Development Board needs to take action prior to the expiration of the Development Order granted by the Planning Director, so again, this request should be submitted a few months before the expiration date of the Development order to provide sufficient time for the Community Development Board to act. The permit extension process at the Community Development Board is an administrative action item and not a public hearing process. There the request is not subject to public comment and is not advertised publically. Typically, unless major code revisions have been adopted, an extension of 1 year will be granted. It was suggested that this extension request be made at least 3 months before the expiration period to ensure the Board has sufficient time to take action. • These 2,.1 -year extensions are the extent that the Development Order timeframe can be extended. If a building permit application has not been submitted prior to the expiration of the Development Order, then that permit/approval is considered to be expired and removed from the City's J:\ 02026\ 02026002. 00\DOC\PerAR&O81=6snWfiteAK0* e_or 9twpfrWafilUdU759 T: 727.531.3505 - T: 800.861.8314 • F: 727.539.1294 - www.tbegroup.com w S permitting system. At that time a new application for site plan approval would need to be submitted and reviewed by the City, under the regulations in place at that time. • Prior to the expiration of the Development Order, an applicant shall submit an application for building permit review and approval. It was discussed that the City typically takes 6 weeks to review the building permit application and submit comments back to the applicant or issue a permit. • The City requires that the building permit is obtained within 6 months of the initial submittal date of the building permit application. • The timeframe required for issuance of a building permit can be extended by the Planning Director up to 6 months. The request for this extension needs to be submitted to the Planning Director prior to the initial expiration date. • Once the building permit is issued, the applicant has 2 years to obtain a Certificate of Occupancy (CO) for the construction of all proposed site improvements. • There are no extensions available for obtaining a Certificate of Occupancy. If the 2 -year time limit expires and construction is not completed, the Planning Director shall determine whether significant progress has been made in order to allow the project to continue under the existing permit. If it is determined that significant progress has not been made, then the permit is expired and removed from the City's permitting system. At that time a new application for site plan approval would need to be submitted and reviewed under the regulations in place at that time. This would essentially start over the entire process. As there is no formal definition in the City's Code for significant progress, the level of construction for this project that would constitute significant progress was discussed. It was suggested that if at least 3 floors of the main building have been constructed, this level of effort would meet the intended definition of significant progress. However, if the CO had expired and only the foundation of the main building was constructed, then that would probably not meet the intended definition of significant progress. • Information regarding the expiration of the Southwest Florida Water Management District ( SWFWMD) permit was also provided during this meeting. It was determined that the 5 -year expiration period associated with the SWFWMD permit would coincide with the maximum amount of time available to complete construction using all available permit extension periods for the City of Clearwater process. Please provide comments or suggestions. Thank y u, Marc A. Mariano, PP, AICP Project Manager J: \02026 \02026002.00\DOCTennits \City of Clearwater \Overviwe_of vermit expiration.doc r ; G R O U P ORIGINAL RECENED Mr. Wayne Wells, AICP Planner III APR 0 2 2009 City of Clearwater Planning Department 100 S. Myrtle Ave, 2nd Floor PLANNING DEPARTMENT Clearwater, FL 33756 CITY OFCLEARWATER Dear Wayne, The following provides an overview of our meeting on February 3`d 2009 related to the expiration of approved permits. Please advise us promptly if this letter is not consistent with your recollection of that meeting or if any of the items need revising. My email is marc.mariano @cardnotbe.com. • On October 21, 2008, the Community Development Board approved the flexible development plan application (FLD2008- 05012), which serves as the Development Order (DO) for this process. That initial Development Order expires on October 21, 2009. • The Applicant, or their legal representative, can request from the Planning Director an extension to this Development Order of up to 1 year. This request needs to be submitted in writing prior to the expiration date of October 21, 2009 and if a request for an extension is being submitted, it is recommended that it is done around August 2009 to ensure sufficient review and coordination time. Typically, unless major code revisions have been adopted, an extension of 1 year will be granted. Section 4 -407 of the Land Development Code identifies the specific criteria for the granting of a time extensions for all permits and states, "Good causes may_ include but are not limited to an unexpected national crisis (acts of war, significant downturn in the national economy, etc.), excessive weather - related delays, and the like." As such, any letter submitted requesting a time extension should conform to this language. • In addition to this 1 year extension granted by the Planning Director, a subsequent extension of up to 1 additional year of the Development Order expiration can be granted by the Community Development Board if it is needed. The. Community Development Board needs to take action prior to the expiration of the Development Order granted by the Planning Director, so again, this request should be submitted a few months before the expiration date of the Development order to provide sufficient time for the Community Development Board to act. The permit extension process at the Community Development Board is an administrative action item and not a public hearing process. There the request is not subject to public comment and is not advertised publically. Typically, unless major code revisions have been adopted, an extension of 1 year will be granted. It was suggested that this extension request be made at least 3 months before the expiration period to ensure the Board has sufficient time to take action. • These 2,J -year extensions are the extent that the Development Order timeframe can be extended. If a building permit application has not been submitted prior to the expiration of the Development Order, then that permit/approval is considered to be expired and removed from the City's J:\ 02026 \02026002.00\DOC\PerJM 8t=@ft AteA0IftrWQe_oC 0MWQ XpfiWfiWCdU 759 T: 727.531.3505 • T: 800.861.8314 • F: 727.539.1294 • www.tbegroup.com 4' - 1 -4, 0 0 permitting system. At that time a new application for site plan approval would need to be submitted and reviewed by the City, under the regulations in place at that time. • Prior to the expiration of the Development Order, an applicant shall submit an application for building permit review and approval. It was discussed that the City typically takes 6 weeks to review the building permit application and submit comments back to the applicant or issue a permit. • The City requires that the building permit is obtained within 6 months of the initial submittal date of the building permit application. • The timeframe required for issuance of a building permit can be extended by the Planning Director up to 6 months. The request for this extension needs to be submitted to the Planning Director prior to the initial expiration date. • Once the building permit is issued, the applicant has 2 years to obtain a Certificate of Occupancy (CO) for the construction of all proposed site improvements. • There are no extensions available for obtaining a Certificate of Occupancy. If the 2 -year time limit expires and construction is not completed, the Planning Director shall determine whether significant progress has been made in order to allow the project to continue under the existing permit. If it is determined that significant progress has not been made, then the permit is expired and removed from the City's permitting system. At that time a new application for site plan approval would need to be submitted and reviewed under the regulations in place at that time. This would essentially start over the entire process. • As there is no formal definition in the City's Code for significant progress, the level of construction for this project that would constitute significant progress was discussed. It was suggested that if at least 3 floors of the main building have been constructed, this level of effort would meet the intended definition of significant progress. However, if the CO had expired and only the foundation of the main building was .constructed, then that would probably not meet the intended definition of significant progress. • Information regarding the expiration of the Southwest Florida Water Management District ( SWFWMD) permit was also provided during this meeting. It was determined that the 5 -year expiration period associated with the SWFWMD permit would coincide with the maximum amount of time available to complete construction using all available permit extension periods for the City of Clearwater process. Please provide comments or suggestions. Thank y u, NL Marc A. Mariano, PP, AICP Project Manager J:\ 02026 \02026002.00\DOCTermits \City of Clearwater \Overviwe_of permit_expiration.doc a LL � '" ' rwater �.„ U Fax Cover Memo, CITY OF CLEARWATER PLANNING DEPARTMENT 100 SOUTH MYRTLE AVENUE, 2ND FLOOR CLEARWATER, FL 33756 (727) 562 -4567 FAX: (727) 562 -4865 TO: DATE: 1 1 )-7 FAX: f Z - 3 lo�� TELEPHONE: q- b Qj f FROM: Wayne M. Wells TELEPHONE: (727) 562 -4504 0a,.0bosi 0 SU BJECT: c w D d MESSAGE: 6' e o-� � eoti NUMBER OF SHEETS (INCLUDING THIS PAGE): Z. PUBLIC WORKS ADMINISTRATION September 25, 2001 C ti.l 11n` i�qT CITY OF CLEARWATER POST OFFICE BOX 4748, CLFARWATFR, FLORIDA 33758 -4748 TEUPHONE (727) 562 -4750 FAX (727) 562 -4755 Macfarlane Ferguson & McMullen Attn: Mr. J. Matthew Marquardt 525 Court Street Clearwater, Fl. 33756 RE: Section 17 -29 -16 Atlas 300B A portion of Lot 2, Baskin's Replat Resubdivision **** 11BAYVIEW GARDEN NURSING HOME" Dear Mr. Marquardt: The City of Clearwater, Public Works Administration /Engineering Division, has reviewed your request to change the address of the property referenced above. The City hereby officially changes the address from 2855 Gulf -to -Bay Boulevard to 2861 Gulf -to -Bay Boulevard ( "BAYVIEW GARDEN NURSING HOME ") ONLY! The City of Clearwater code requires that the owners of all developed properties within the city have the proper address number displayed conspicuously. upon the property; such numbers shall be not less than 6 inches in height for nonresidential uses, and in such location as to be easily visible from the street upon which the property fronts, in Arabic numbers, and of contrasting color to the background. This change will become effective one (1) month from the date of this letter. A copy of this letter has been sent to the parties listed below. It will be your responsibility to notify the Utility companies and the Post Office of your change of address. Should you have any questions, please contact Donald Melone at 562 -4798. Very truly yours g "- � , L� Donald D. Melone Engineer I cc: J.L. Short, Postmaster - Clearwater Post Office Ms. Lynne Priester - Clearwater Utilities Jeff Kronschnabl - Community Response Pinellas County Emergency Communications Center Pinellas County Property Appraiser Mr. Kevin Gunott - Building Official General Telephone Time Warner Traffic Engineering Florida Power u /my docwnents /ADRESS_CH_2861 Gulf -to -Bay Blvd.doc BRMN J. AUNGST, NLWOR- COMMISSIONER ED HART, VICE IMAYOR- COMMISS ION ER WHITNEY GRAY, COMMISSIONER HO1T fi ILTON, COMMISSIONER ® BII.1. JONSON, COMMISSIONER "FQUA7. E \fPI.OlT4F.NT AND AFFIRMATIVE ACTION FMPLOYF.R bella terra resubmittal Page 1 o""' Wells, Wayne From: Wells, Wayne Sent: Wednesday, October 29, 2008 4:18 PM To: 'Marc Mariano' Subject:. Bella Terra resubmittal Marc -. The Development Order has been sent to you in the. mail, but I will attach it here also for your information. Condition of Approval #8 requires showing compliance on plans prior to the issuance of any building permit. Application for building permits must be submitted to the City by October 21, 2009, unless a time extension(s) is granted. Wayne - - - -- Original Message---- - From: Marc Mariano [mailto:mmariano @tbegroup.com] Sent: Wednesday, October 29, 2008 8:24 AM To: Wells, Wayne Subject: bella terra resubmittal Wayne, Following up on Bella Terra, when do we need to resubmitted revised drawings,. you know for the. buffer along the easterly property line that you didn't support. What our time line; when we submit for building plans, preferably, or is that need to get our DO? Let me know. Thanks,. Marc Marc A. Mariano, AICP, PP. Project Manager TBE Group, Inc. 380 Park Place. Blvd, Suite 300. Clearwater, FL 33759. Direct: (727) 431 -1605 Fax: (727) 431 -1777 Mobile: (727) 492 -6750 Ranked in the Top 200 of ENR's Top 500 Design Firms 10/29/2008 • 1 PLANNING DEPARTMENT 9 CITY OF CLEARWATER POST OFFICE BOX 4748, CLEARWATER, FLORIDA 33758 -4748 MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 562 -4567 FAX (727) 562 -4865 October 24, 2008 Marc Mariano, AICP, PP TBE Group, Inc. 380 Park Place Boulevard, Suite 300 Clearwater, FL 33759 RE: Development Order - Case FLD2008 -05012 2855 Gulf to Bay Boulevard Dear Mr. Mariano: This letter constitutes a Development Order pursuant to Section 4- 206.D.6 of the Community Development Code. On October 21, 2008, the Community Development Board (CDB) reviewed your request and APPROVED the Flexible Development application for the redevelopment of the overall 31.12 acre - property zoned Commercial (C) District, Office (0) District and proposed Medium High Density Residential (MHDR) District (companion rezoning Case No. REZ2008- 07007) to permit a total of 229 attached dwellings (Independent Living Units) (73 units existing to remain; 156 units proposed), a total of 40 nursing home beds (proposed) and a total of 170 beds of assisted living facility (94 beds existing to remain; 76 beds proposed); (A) In the Commercial (C) District with a lot area of 2.45 acres, a lot width of 200 feet along Gulf to Bay Boulevard (north) and a total of 210 feet along Cross Blvd, a front (north) setback along Gulf to Bay Blvd of four feet (to existing sign) and 28 feet (to existing pavement), a front (east) setback along Cross Blvd of one -foot (to existing pavement), a front (north) setback along Cross Blvd of 25 feet (to proposed guardhouse), a side (east) setback of five feet (to existing pavement), a side (west) setback of two feet (to existing pavement), a side (north) setback of zero feet (to existing pavement) and a building height of 81 feet (to roof deck of existing assisted living facility building), as a Comprehensive Infill Redevelopment Project in the Commercial (C) District, under the provisions of Section 2- 704.C; (B) In the proposed Medium High Density Residential (MHDR) District with a lot area of 28.33 acres, a lot width along Sky Harbor Drive of 282 feet, a reduction to the front (west) setback along Sky Harbor Drive from 25 to 21 feet (to existing building), a reduction to the side (west) setback at the southeast corner of the adjacent nursing home parcel from 10 to five feet (to proposed pavement), an increase to building height from 30 to 82 feet (to top of roof of proposed building) and a reduction to the required number of parking spaces from 583 to 426 parking spaces, as a Residential Infill Project under the provisions of Section 2- 304.G; and (C) Reductions to perimeter buffers along Cross Blvd (east) from 10 feet to one -foot (to existing pavement); along the west side from five to two feet (to existing pavement), along the north side from 10 feet to zero feet (to existing pavement) and at the southeast corner of the adjacent nursing home parcel from 10 feet to five feet (to proposed pavement), as a Comprehensive Landscape Program under the provisions of Section 3- 1202.G, and DENIED a reduction to the side (east) setback from 10 to five feet (to existing pavement) and a reduction to the perimeter buffers along the east side from seven to five feet (to existing pavement). s, p • October 24, 2008 Mariano — Page 2 • As part of their decision, the CDB included the following Findings of Fact, Conclusions of Law and Conditions of Approval: Findiny,s of Fact: 1. The 31.12 total acres is located generally at 2855 Gulf -to -Bay Boulevard (south side of Gulf -to -Bay Boulevard between Cross Boulevard [east] and Sky Harbor Drive [west]); 2. The overall site has three zoning districts, including 2.45 acres in the northeast corner of the site adjacent to Cross Boulevard zoned Commercial (C) District, 0.34 acres in the northwest corner of the site adjacent to Sky Harbor Drive zoned Office (0) District and the 28.33 -acre balance zoned Medium Density Residential (MDR) District; 3. There is a companion request to rezone the MDR District to Medium High Density Residential (MHDR) District under REZ2008 -07007 to permit the nursing home beds desired under this proposal; 4. The area zoned Commercial District is currently developed with an eight -story, 94 -bed Assisted Living Facility (ALF), which is not proposed to be changed. The area zoned .Office District is currently vacant land with no buildings located on it. The balance of the site currently zoned MDR District is developed with 62 one -story, attached dwelling buildings with varying number of units in each building (total of 229 units) that have existed since the mid- 1960's; 5. The existing eight -story, 94 -bed ALF building in the northeast corner of the site (zoned Commercial District) will be retained with this proposal, as well as 18 of the existing attached dwelling buildings containing 73 units along the northern and western portions of the site; 6. The proposal includes the construction of a new building that will have 138 attached dwelling units, 76 ALF beds and 40 nursing home beds; 7. The proposal includes a height increase from 30 to 82 feet for the new building. This site has ciihctnntinl r1innoec in Pxictina cn-nrbPS witk tl_P aVPrnaP �nntniiv 1Pi7P1 fn r this gi at 12 fPPt. �k "b" "b b'. "b" overall height of 82 feet is measured to the highest top of towers for the new building. From the average grade level, the building is 70.5 feet to the top of the parapet roof, 8. The proposal also includes the construction of nine duplex attached dwelling buildings along the southern portion of the site closer to the water and just south of the existing ALF building; 9. In the Commercial District, there are no required setbacks for a Comprehensive Infill Redevelopment Project use; 10. The proposal includes a front (north) setback along Gulf -to -Bay Blvd of four feet (to existing sign) and 28 feet (to existing pavement), a front (east) setback along Cross Blvd of one -foot (to existing pavement), a front (north) setback along Cross Blvd of 25 feet (to proposed guardhouse), a side (east) setback of five feet (to existing pavement), a side (west) setback of two feet (to existing pavement) and a side (north) setback of zero feet (to existing pavement); 11. In the proposed MHDR District, required setbacks for a Residential Infill Project use are 10 — 25 feet front, 0 — 10 feet side and 0 — 15 feet rear. The proposal includes a reduction to the front (west) setback along Sky Harbor Drive from 25 to 21 feet (to existing building), a reduction to the side (east) setback from 10 to five feet (to existing pavement) and a reduction to the side (west) setback at the southeast corner of the adjacent nursing home parcel from 10 to five feet (to proposed pavement); 12. The proposed change to the zoning of the property to MHDR District to permit the nursing home beds within the proposed new building increases the side setback to 10 feet, whereas the existing MDR District side setback is five feet; 13. The minimum required parking for Residential Infill Projects is two parking spaces per dwelling unit, but the standard is a guideline that may be varied based on the Residential Infill Project criteria of Section 2- 4041; October 24, 2008 Mariano — Page 3 14. For all uses on the subject property, the number of overall required spaces totals 583 parking spaces. The proposal includes a reduction to the required number of parking spaces from 583 to 426 parking spaces. The applicant has submitted a Parking Sufficiency Study that has analyzed the existing conditions and the proposed development relating to parking demand; 15. This site is required a 15 -foot wide landscape buffer along Gulf -to -Bay Boulevard, a 10 -foot wide landscape buffer along Cross Boulevard and Sky Harbor Drive, a 10 -foot wide buffer (or seven -foot wide with a decorative fence /wall) adjacent to nonresidential uses and a 10 -foot buffer adjacent to attached dwellings or like uses; 16. This proposal includes reductions to perimeter buffers along Cross Blvd (east) from 10 feet to one -foot (to existing pavement), along the east side from seven to five feet (to existing pavement), along the west side from five to two feet (to existing pavement), along the north side from 10 feet to zero feet (to existing pavement) and at the southeast corner of the adjacent nursing home parcel from 10 feet to five feet (to proposed pavement); 17. There is an active Code Enforcement case for this property dealing with noncompliant landscaping (CDC2008- 02198). Conclusions of Law: 1. That the development proposal is consistent with the Standards as per Sections 2 -701.1 and 2 -401.1 and Tables 2 -704 and 2-404 of the Community Development Code; 2. That the development proposal is consistent with the Flexibility criteria as per Section 2 -704.0 of the Community Development Code; 3. That the development proposal is consistent with the Flexibility criteria as per Section 2 -404.17 of the Community Development Code; 4. That the development proposal is consistent with the General Standards for Level Two Approvals as nar .gPntinn '2_Q1 2 of fkh Cnmmimil-c� Tlavalnnmant C-4e• onll t .. .. . .... ...... ...., t ..., .. .., , ,..., 5. The proposal is compatible with the adjacent land uses. Conditions of Approval: 1. That approval of this application is subject to the approval of the companion rezoning Case No. REZ2008- 07007; 2. That the final design and color of the building be consistent with the conceptual elevations approved by the CDB; 3. That a subdivision plat be required to be approved for any future division of this property into additional lots; 4. That the existing eight -story ALF building zoned Commercial District be limited to a maximum of 94 beds and the new building be limited to a maximum of 76 ALF beds and 40 nursing home beds; 5. That, prior to the issuance of any permits, the applicant assist the City with resolving the address issue for the adjacent HarbourWood Nursing Home created by the gating of the subject property; 6. That approval of this application does not waive full compliance with the parking, landscaping or underground utility requirements for the ALF area zoned Commercial District and the northern and western areas where existing attached dwellings are being retained as part of this application, however, full compliance is expected when these existing areas are redeveloped in the future; 7. That landscaping that has died or been removed without approvals identified under Case No. CDC2008 -02198 be replaced as part of the construction of these improvements, unless it is determined by the Planning Department that replacement be initiated at an earlier date; 8. That, prior to the issuance of any permits, civil and landscape plans be revised to provide a 10 -foot wide setback and landscape buffer along the eastern property line; 0 October 24, 2008 Mariano — Page 4 9. That, prior to the issuance of building permits for the duplex buildings, mechanical equipment for these new duplex buildings be screened from view in accordance with Code requirements; 10. That existing overhead utilities serving buildings along the north and west sides of the site that are being retained under this proposal be placed underground when these areas are redeveloped; 11. That any freestanding signage be a monument -style sign, designed to match the exterior materials and colors of the building, and be limited to a maximum height of six feet; 12. That, prior to the issuance of any permits, the applicant resolve water, sewer and fire line issues with the Engineering and Fire Departments; 13. That, prior to the issuance of any permits, compliance with all requirements of General Engineering, Traffic Engineering and Stormwater Engineering be met; and 14. That any applicable Public Art and Design Impact Fee be paid prior to the issuance of any permits. Pursuant to Section 4-407, an application for a building permit or other approvals shall be made within one year of Flexible Development approval (October 21, 2009). All required certificates of occupancy shall be obtained within two years of the date of issuance of the initial building permit. The building permit must be obtained within six months of the initial permit application. This timeframe to obtain the initial building permit may be extended for an additional six months for cause by the Community Development Coordinator. Time frames do not change with successive owners. The Community Development Coordinator may grant an extension of time for the Flexible Development approval for a period not to exceed one year and only within the original period of validity. The issuance of this Development Order does not relieve you of the necessity to obtain any building permits or pay any impact fees that may be required. In order to facilitate the issuance of any permit or license affected by this approval, please bring a copy of this letter with you when applying for any permits or licenses that reniiire this prior develnnmPnt anprnval_ Additionally, an appeal of a Level Two approval (Flexible Development) may be initiated pursuant to Section 4.-502.13 by the applicant or by any person granted party status within 14 days of the date of the CDB meeting. The filing of an application/notice of appeal shall stay the effect of the decision pending . the final determination of the case. The appeal period for your case expires on November 4, 2008 (14 days from the date of the CDB meeting). If you have any questions, please do not hesitate to call Wayne M. Wells, Planner III, at 727 -562 -4504. You can access zoning information for parcels within the City through our website: www.i-riycleanvater.conVgoN,/'depts/��lanniLig. nQ.erely, Michael Delk, AICP Planning Director S: IPlanning DepartmentlC D BIFLEX (FLD)Vnactive or Finished ApplicationslGulf to Bay 2855 Bella Terra (C, 0& MDR) -Approved - WMGuIf to Bay 2855 Development Order 10.24.08.doc f/ Wells, Wayne From: Wells, Wayne Sent: Tuesday, October 21, 2008 10:36 AM To: Marc Mariano (E -mail) Cc: Jayne Sears (E -mail) Subject: FLD2008- 05012, 2855 Gulf to Bay Blvd. Gulf to Bay ;5 Memo - Revi: Wayne M. Wells, AICP Planner III City of Clearwater 100 South Myrtle Avenue Clearwater, FL 33756 -5520 Phone: 727 - 562 -4504 Fax: 727 - 562 -4865 • 0 FAX COVER MEMO CITY OF CLEARWATER TO:/ PLANNING DEPARTMENT 100 S. MYRTLE AVE., 2nd Floor CLEARWATER, FL 33756 (727) 562 -4567 FAX: (727) 562 -4865 FAX: /f 3 0_ 1-777 Phone: + 3 9 - / -(00,S- FROM: wo-11's Phone: 'S-&,2-- I—S-D 4 DATE:-10 0 0� SUBJECT:_ 2-00 8' ® S D 12— r ,s P MESSAGE: v NUMBER OF PAGES(INCLUDING THIS PAGE) 2— • Wells, Wayne From: Wells, Wayne Sent: Thursday, October 16, 2008 3:50 PM To: Marc Mariano (E -mail) Subject: FLD2008- 05012, 2855 Gulf to Bay Blvd. Marc - Attached is the Staff Report for the above referenced case to be heard by the CDB at their meeting on October 21, 2008. Please review the Conditions of Approval and let me know no later than 10:00 am on Monday, October 20, 2008, if the Conditions of Approval are acceptable or not. My attached expert witness resume needs to be attached to the report. Since we have received one letter of opposition (faxed to you earlier), this application will not be on the Consent portion of the CDB agenda. Also, Mr. Stowell will be at the hearing with his planning consultant to discuss the application. Thanks. Wayne M. Wells, AICP Planner III City of Clearwater 100 South Myrtle Avenue Clearwater, FL 33756 -5520 Phone: 727 - 562 -4504 Fax: 727 - 562 -4865 Gulf to Bay Wells Wayne - ;5 Amended Stacpert Witness R Bella Terra on the Bay - FLD2008 -05012 Page 1 of 4 Wells, Wayne From: Marc Mariano [mmariano @tbegroup.com] Sent: Thursday, October 16, 2008 9:07 AM To:. Wells, Wayne Subject: FW: Bella Terra on the Bay - FLD2008 -05012 FYI — here is the email from tom glenn regarding our proposed plan for harbour wood, which. I sent to you. Also, below Tom's email a recap of the meeting we had with Fire, Traffic Engineering, General Engineering. Thanks, Marc Marc A. Mariano, AICP, PP Project Manager TBE Group, Inc. 380 Park Place. Blvd, Suite 300 Clearwater, FL 33759 Direct: (727) 431 -1605 Fax: (727) 431 -1777 Mobile: (727) 492 -6750 Ranked in the Top 200 of ENR's Top 500 Design Firms Visit us at www.tbegroup.com A Please consider the environment before printing this e-mail. nnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnAAAAAAnnnnnnn Please Note: Unless otherwise indicated or obvious from its nature, the information in this transmittal is confidential and is intended solely for the use of the individual (s) named above. If you, the reader of this message, are not the intended recipient, you are hereby notified that any dissemination, distribution, copying or forwarding of this transmittal is strictly prohibited. If you have received this transmittal in error, please advise the sender immediately and destroy the accompanying transmittal. Thank you. From: Tom. Glenn @myClearwater.com [ mailto :Tom.Glenn @myClearwater.com] Sent: Thursday, September 25, 2008 8:26 AM To: Marc Mariano Subject: RE: Bella Terra on the Bay - FLD2008 -05012 Marc After looking at the plans you sent Solid Waste will be ok with they way drawn with the Hammer Head - - - -- Original Message---- - From: Marc Mariano [mailto:mmariano @tbegroup.com] Sent: Wednesday, September 24, 2008 5:05 PM To: Rice, Scott; Keller, James; Patni, Himanshu; Doherty, Steve Cc: Bryan Zarlenga; Bertels, Paul; Wells, Wayne; Beery, Mark; Glenn, Tom 10/16/2008 Bella Terra on the Bay - FLD200 -05012 • Page 2 of 4 Subject: RE: Bella Terra on the Bay - FLD2008 -05012 Gentlemen, Again, thank you very much for meeting today on such short notice. I just wanted to follow up with an overview of the meeting. 1. The layout that we have proposed which gives WB -50 sized trucks full access to HarbourWood's loading docks and trash receptacles (service area) is agreed to be sufficient from the perspective of the Fire Dept, Engineering and Traffic Engineering. 2. Jim Keller indicated that any argument against the proposed solution related to. NFIP codes would be eliminated if a fire. access only gate were placed at the end of HarbourWood's access drive (near the existing dumpsters) to provide fire /emergency access only out to the re- designed. Loving Lane. The gate would utilize knox box access. We will look at some gate design options. Jim —. please send an application for manual knox box use at all gates throughout the campus. 3. I will wait to hear back from Tom Glenn. relative to solid waste collection to see if he is supportive of the plan and the intended back -up movement for his trucks from HarbourWood's existing dumpsters out to the Sky Harbor entrance by back tracking along Cross Blvd. 4. If necessary, we can shift southward the. proposed gate near. HarbourWood's southerly parcel line near the Cross. Blvd and redesign Loving Lane intersection. 5. Under emergency situations all currently proposed gates on the Bella Terra site could provide full access, if necessary. 6. Relative to the address issue, Steve. Doherty will coordinate with. Don Melone to look at allowing HarbourWood's facility to retain the 2855 Gulf -to -Bay Blvd address, which they have today, and the proposed Bella Terra facility would change their address to something based off of Gulf to Bay and acceptable to Engineering. Jim Keller did not have an objection to this as he was assured that any emergency vehicle that uses the Gulf -to -Bay entrance would gain access through the guardhouse and would have knox box access if a person were not available. Thanks again, Marc Marc A. Mariano, AICP, PP Project Manager TBE Group, Inc. 380 Park Place Blvd, Suite 300 Clearwater, FL 33759 Direct: (727) 431 -1605 Fax: (727) 431 -1777 Mobile: (727) 492 -6750 Ranked in the Top 200 of ENR's Top 500 Design Firms Visit us at www.tbegroup.com A Please consider the environment before printing this e-mail. nnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnn Please Note: Unless otherwise indicated or obvious from its nature, the information in this transmittal is confidential and is intended solely for the use of the individual(s) named above. If you, the reader of this message, are not the intended recipient, you are hereby notified that any dissemination, distribution, copying or forwarding of this transmittal is strictly prohibited. If you have received this.transmittal in error, please advise the sender immediately and destroy the accompanying transmittal. Thank you. 10/16/2008 Bella Terra on the Bay - FLD2008 -05012 Page 3 of 4 From: Scott. Rice @myClearwater.com [mailto: Scott. Rice@myClearwater.com] Sent: Wednesday, September 24, 2008 9:32 AM To: Marc Mariano; Paul.Bertels @myClearwater.com; James. Keller@ myClearwater.com; Wayne.Wells @myClearwater.com; mark.berry@myclearwater.com; Tom.Glenn @myClearwater.com Cc: Bryan Zarlenga Subject: RE: Bella Terra on the Bay - FLD2008 -05012 I have some time between 1 and 3 if that works. D. Scott Rice, PE Assistant Engineering Director City of Clearwater (727) 562 -4781 - - -- Original Message---- - From: Marc Mariano [mailto:mmariano @tbegroup.com] Sent: Wednesday, September 24, 2008 9:05 AM To: Rice, Scott; Bertels, Paul; Keller, James; Wells, Wayne; mark.berry@myclearwater.com; Glenn, Tom Cc: Bryan Zarlenga Subject: Bella Terra on the Bay - FLD2008 -05012 Importance: High Gentlemen, I would like to request a meeting with each of you, either individually, as a group,. or a mix thereof, to discuss an issue related to the. above site plan application, which was supposed to go to CDB in Sept but couldn't for advertising reasons. We have taken the extra time to work with an adjoining property owner.in an attempt to alleviate . their concerns related to a re- aligned road and access to their existing dumpster and loading docks. At your earliest convenience I would like to site down with each of you to go over the plan and . hopefully gain your support or hear how we could improve upon the situation. I know that if you are all not satisfied with the plan we have come up with, we will need to provide an alternative, solution . prior to the Oct CDB and that may take a little while. Please let me know if you are available for a meeting anytime today for about 30 minutes. . I realize that Traffic, Fire and Solid Waste all. need to agree with the proposal and that is my primary goal. I appreciate your assistance. Thanks, Marc Marc A. Mariano, AICP, PP Project Manager TBE Group, Inc. 10/16/2008 Bella Terra on the Bay - FLD2008-05012 Page 4 of 4 380 Park Place. Blvd, Suite 300 Clearwater, FL 33759 Direct: (727) 431 -1605 Fax: (727) 431 -1777 Mobile: (727) 492 -6750 Ranked in the Top 200 of ENR's Top 500 Design Firms Visit us at www,.tbearoun.com . A Please consider the environment before printing this e-mail. nnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnn Please Note: Unless otherwise indicated or obvious from its nature, the information in this transmittal is confidential and is intended solely for the use of the individual(s) named above. If you, the reader of this message, are not the intended recipient, you are hereby notified that any dissemination, distribution, copying or forwarding of this transmittal is strictly prohibited. If you have received this transmittal in error, please advise the sender immediately and destroy the accompanying transmittal. Thank you. 10/16/2008 bella terra conditions in question Page 1 of 2 z • • Wells, Wayne From: Marc Mariano [mmariano @tbegroup.com] Sent: Monday, October 13, 2008 10:30 AM To: Wells, Wayne Subject: bella terra conditions in question Wayne, the black font type is'the original and the blue font type is the desired language. 4. That, in compliance with State licensing requirements, the owner be limited to a capacity of only one resident per room in the assisted living facility rooms and the nursing home rooms; (a) That, in compliance with State licensing requirements, the owner shall be bound to the limit of the license for assisted living residents and nursing home residents. The reason behind this request is that the owner is required by state to allow couples to live in the same room, if requested, but if a couple occupies 1 room then the Owner is required by state law to keep a seperate room empty so they do.not exceed the license level. 6. That, prior to the issuance of any permits, the applicant assist the City with resolving the address issue for the adjacent HarbourWood Nursing Home created by the gating of the subject property; a. That the applicant continue to assist the City with resolving the address issue for the adjacent Harbour Wood Nursing Home created by the gating of the subject property. 9. That, prior to the issuance of any permits, civil and landscape plans be revised to provide a 10 -foot wide landscape buffer along the eastern property line; a. Why is this a condition of approval at all. If it is then you are recommending denial of that request? You really feel that this existing condition, which no one has ever had a problem with, will have a negative impact on any property owner when we are actually upgrading the existing situation with a decorative fence and landscaping. Anyway, those are the ones I have heartburn with. See you Wednesday. Thanks, Marc Marc A. Mariano, AICP, PP Project Manager TBE Group, Inc. 380 Park Place Blvd, Suite 300 Clearwater, FL 33759 10/13/2008 bella terra conditions in question Direct: (727) 431 -1605 Fax: (727) 431 -1777 Mobile: (727) 492 -6750 Ranked in the Top 200 of ENR's Top 500 Design Firms Visit us at www.tbearoup_com A Please consider the environment before printing this e-mail. nnnnnnnnnnnnnnnnnnAAAAAAnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnn Page 2 of 2 Please Note: Unless otherwise indicated or obvious from its nature, the information in this transmittal is confidential and is intended solely for the use of the individual(s) named above. If you, the reader of this message, are not the intended recipient, you are hereby notified that any dissemination, distribution, copying br forwarding of this transmittal is strictly prohibited. If you have received this transmittal in error, please advise the sender immediately and destroy the accompanying transmittal. Thank you. 10/13/2008 Harbour Wood realignment Page 1 of 1 Wells, Wayne From: Marc Mariano [mmariano @tbegroup.com] Sent: Monday, October 13, 2008 9:30 AM To: Wells, Wayne Subject: Harbour Wood realignment Wayne, Attached is the plan fire (Jim Keller), traffic engineering (Himanshu Patni), general engineer (Scott Rice) and solid waste (Tom Glenn) reviewed and accepted to accommodate access to HarbourWoods service area. It creates for the Harbour Wood facility a formal service and loading area exclusive from daily traffic and emergency vehicles, unlike the existing situation, and accommodates a WB -50 truck, while maintaining the parameters of the existing access easement. Thanks, Marc <<WB50- HR1.pdf>> <<W1B50- HR.pdf>> Marc A. Mariano, AICP, PP. Project Manager TBE Group, Inc. 380 Park Place Blvd, Suite 300 Clearwater, FL 33759. Direct: (727) 431 -1605 Fax: (727) 431 -1777 Mobile: (727) 492 -6750 Ranked in the Top 200 of ENR's Top 500 Design Firms Visit us at www.tbegroup.com A Please consider the environment before printing this e-mail. nnnnnnnnnnnnnnnnnnnnnnnnnnnnnnAAAAAAnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnn Please Note: Unless otherwise indicated or obvious from its nature, the information in this transmittal is confidential and is intended solely for the use of the individual(s) named above. If you, the reader of this message, are not the intended recipient, you are hereby notified that any dissemination, distribution, copying or forwarding of this transmittal is strictly prohibited. If you have received this transmittal in error, please advise the sender immediately and destroy the accompanying transmittal. Thank you. 10/13/2008 0 u �i > Fi PK "V`HAR ii i ,^ ? _ o ;ygyp •� ¢0 THE BAY o • O � � °� �' d` 3 � � � � � T :mom. 7 a"§ A SanNiia Sagi »( Lima CaN:RVrIIY g n z m Clearwater, FL - �i VA � r �! .�� 3r� t' L I "f: z r�r .'. � S a•. i ... <:""v y ✓u '. t .• ..' 2 '.,• ��l. � t }.' aC�''i. t .-<< S S rJ \�:,� _ f�''t.� �• � �' �'� "` � �'` ��71�`" k �4 °�+a -�. yx'argxr t•�. -?�3 ' "33 `' � 0 u n > ii i ,^ ? _ o ;ygyp •� ¢0 THE BAY o O A SanNiia Sagi »( Lima CaN:RVrIIY g n z m Clearwater, FL - �i 0 • 10 ti t-L: =V D- L- f- 0 V) < 0(, CL LL Ui Ol EL < L.l-: LL.. CO Y >- C) X. CC LIJ C) < 0 m � • fl oo� n Li Lk Urn 10 ti t-L: =V D- L- f- 0 V) < 0(, CL LL Ui Ol EL < L.l-: LL.. CO Y >- C) X. CC LIJ C) < 0 m � • fl oo� n n 3j Oct. 9. 200$ 7:08PM gu oast consulting :....:s . Gulf Coast Consulting, hic. Land Development ConsWfft t•:F r'` 13$25 loot Boulevard, Suite 605 " - --: Clearwater, Florida 33760 F` Phone: (727) 5241818 Fax: (727) 524 -6090 . I f =�; No. 4838 P. 1 To: W411s Fron+: OiZsy 6d IF= :5(e:-- 4965 Pte: '.2. Phone: ��„� . 4��C' date: to/q/ 0 )1 Re: rib �rWap 41�a 'Term cc: Job No: 0S. bSc� Harndeopy Insb uctions: ® R4WIar Mail i7 Ovemight Malt 0 None to Follow Message: 14 t.Ahttyk X tAAk 616V mot" 'tr � t,,•a,��a►r.s �. � lcn�scae� t�,,P�Irr cu, � ��c,�as t�.� Croo.s- 04L.CsC' dczserftCA, AA aAfW% Y'>00' Terre, AD Fame off' ' 'C @K►bLO-ea $ervPCe 4 C"!►Jq kih�1 c rY�a�r,ta.n:..� o. �eA Q•C"Ce FJt' +rvt:, rr,ancvvet-in� or tl,o,r fWr,Ao#J dtj1CVer7 Vth%jeAes anti Civet 0? Q %A0rw04tc'r G.rba ; "} tvckS. If to -%Al, OA r4i%Ar,r,,5 6oct -`? tAo C roes -tamva . C"Mris V;X&I W'%\ f unAGpb %10v to-ter 4 _ -"`7 The Infomnation contained In this V=sn*slon Is prMisged and oorrfidenUaL It is Intended for the use of the individual or entity named above. If the reader of this message is not the intended addressee, the reader is hereby notified that any consideration, diswi nation or duplication of this cormunfrattion is strictly prohibited. If the m*W has mcelved this communication in error, please retum this transmission to us at the address above by mall. 0 this communication was received in the U.S., please notify us immediately by phone. THANK YOU! Oct. 9, 2008 2:08PM 5uj.Lcoast consulting No. 4838. 2 ' ,� � - •.yam % � • '� . .J a . .N, LoAvwk DO-NOT> >' j ;�[i•� rri/7 {j �` �•.� a=te ;�,;�: "�. TIYO'F� r • �'T r�'u�1c`� ?�J4z • 'N' • !l • 1 ti 1. t•�1 ` 1, •�r �l f.. RVA ti "" AI�� SFY3^i7 Bella Terra on the Bay - FLD2008 -05012 Pagel of 3 r • • Wells, Wayne From: Marc Mariano [mmariano @tbegroup.com] Sent: Wednesday, September 24, 2008 5:05 PM To: Rice, Scott; Keller, James; Patni, Himanshu; Doherty, Steve Cc: Bryan Zarlenga; Bertels, Paul; Wells, Wayne; Beery, Mark; Glenn, Tom Subject: RE: Bella Terra on the Bay - FLD2008 -05012 Gentlemen, Again, thank you very much for meeting today on such short notice. I just wanted to follow up with an overview of the meeting. 1. The layout that we have proposed which gives WB -50 sized trucks full access to HarbourWood's loading docks and trash receptacles (service area) is agreed to be sufficient from the perspective of the Fire Dept, Engineering and Traffic Engineering. 2. Jim Keller indicated that any argument against the proposed solution related to NFIP codes would be eliminated if a fire access only gate were placed at the end of HarbourWood's access drive (near the existing dumpsters) to provide fire /emergency access only out to the re- designed Loving Lane. The gate would utilize knox box access. We, will look at some gate design options. Jim — please send an application for manual knox box use at all gates throughout the campus. 3. 1 will wait to hear back from Tom Glenn relative to solid waste collection to see if he is supportive of the plan and the intended back -up movement for his trucks from HarbourWood's existing dumpsters out to the Sky Harbor entrance by back tracking along Cross Blvd. 4. If necessary, we can shift southward the proposed gate near HarbourWood's southerly parcel line near the Cross Blvd and redesign Loving Lane intersection. 5. Under emergency situations all. currently proposed gates on the Bella Terra site could provide full access, if necessary. 6. Relative to the address issue, Steve Doherty will coordinate with Don Melone to look at allowing HarbourWood's facility to retain the 2855 Gulf -to -Bay Blvd address, which they have today, and the proposed Bella Terra facility would change their address to something based off of Gulf to Bay and acceptable to Engineering. Jim Keller did not have an objection to this as he was assured that any emergency vehicle that uses the Gulf -to -Bay entrance would gain access through the guardhouse and would have khox box access if a person were not available. Thanks again, Marc Marc A. Mariano, AICP, PP Project Manager TBE Group, Inc. 380 Park Place Blvd, Suite 300 Clearwater, FL 33759 Direct: (727) 431 -1605 Fax: (727) 431 -1777 Mobile: (727) 492 -6750 Ranked in the Top 200 of ENR's Top 500 Design Firms Visit us at www.tbegroup.com NA Please consider the environment before printing this e-mail. 10/7/2008 Bella Terra on the Bay - FLD2008 -05012 Page 2 of 3 AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAA Please Note: Unless otherwise indicated or obvious from its nature, the information in this transmittal is confidential and is intended solely for the use of the individual (s) named above. If you, the reader of this message, are not the intended recipient, you are hereby notified that any dissemination, distribution, copying or forwarding of this transmittal is strictly prohibited. If you have received this transmittal in error, please advise the sender immediately and destroy the accompanying transmittal. Thank you. From: Scott. Rice @myClearwater.com [mailto: Scott. Rice@ myClearwater.com] Sent: Wednesday, September 24, 2008 9:32 AM To: Marc Mariano; Paul.Bertels @myClearwater.com; James. Keller @myClearwater.com; Wayne.Wells @myClearwater.com; mark. berry@myclearwater.com; Tom.Glenn @myClearwater.com Cc: Bryan Zarlenga Subject: RE: Bella Terra on the Bay - FLD2008 -05012 I have some time between 1 and 3 if that works. D. Scott Rice, PE Assistant Engineering Director City of Clearwater (727) 562 -4781 - - - -- Original Message---- - From: Marc Mariano [mailto:mmariano @tbegroup.com] Sent: Wednesday, September 24, 2008 9:05 AM To: Rice, Scott; Bertels, Paul; Keller, James; Wells, Wayne; mark. berry@myclearwater.com; Glenn, Tom Cc: Bryan Zarlenga Subject: Bella Terra on the Bay - FLD2008 -05012 Importance: High Gentlemen, I would like to request a meeting with each of you, either individually, as a group, or a mix thereof, to discuss an issue related to the above site plan application, which was supposed to go to CDB in Sept but couldn't for advertising' reasons. We have taken the extra time to work with an adjoining property owner in an attempt to alleviate their concerns related to a re- aligned road and access to their existing dumpster and loading docks. At your earliest convenience I would like to site down with each of you to go over the plan and hopefully gain your support or hear how we could improve upon the situation. I know that if you are all not satisfied with the plan we have come up with, we will need to provide an alternative solution prior to the Oct CDB and that may take a little while. Please let me know if you are available for a meeting anytime today for about 30 minutes. I realize that Traffic, Fire and Solid Waste all need to agree with the proposal and that is my primary goal. I appreciate your assistance. Thanks, 10/7/2008 Bella Terra on the Bay - FLD2008 -05012 • Page 3 of 3 Marc Marc A. Mariano, AICP, PP Project Manager TBE Group, Inc. 380 Park Place Blvd, Suite 300 Clearwater, FL 33759 Direct: (727) 431 -1605 Fax: (727) 431 -1777 Mobile: (727) 492 -6750 Ranked in the Top 200 of ENR's Top 500 Design Firms Visit us at www.tbegroup.com '' Please consider the environment before printing this e-mail. nnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnn Please Note: Unless otherwise indicated or obvious from its nature, the information in this transmittal is confidential and is intended solely for the use of the individual(s) named above. If you, the reader of this message, are not the intended recipient, you are hereby notified that any dissemination, distribution, copying or forwarding of this transmittal is strictly prohibited. If you have received this transmittal in error, please advise the sender immediately and destroy the accompanying transmittal. Thank you. 10/7/2008 TO: 0 . 0, FAX CODER MEMO. CITY OF CLEARWATER PLANNING DEPARTMENT 100 S. MYRTLE AVE., 2nd Floor CLEARWATER, FL 33756 (727) 562 -4567 r o FAX: zf 3 0- 1-777 FAX: (727) 562 -4865 Phone: +-3 9 — / to vs FROM: Y-\.Q. J Phone: DATE: 03 SUBJECT: �SS� v -)v e. �A� PLANNING DEPARTMENT 0- CITE' OF CLEARWATER POST OFFICE BOX 4748, CLEARWATER, FLORIDA 33758 -4748 MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 562-4567 FAX (727) 562 -4865 September 17, 2008 Marc Mariano, AICP, PP TBE Group, Inc. 380 Park Place Boulevard, Suite 300 Clearwater, FL 33759 Re: Community Development Board Meeting Case No. FLD2008 -05012 — 2855 Gulf to Bay Boulevard Dear Mr. Mariano: The Community Development Board (CDB) at their meeting on September ,16, 2008, continued the above referenced request to their October 21, 2008, meeting to properly advertise the application. The request as advertised for the September 16, 2008, CDB meeting (which will be amended for the October 21, 2008, CDB meeting) was for Flexible Development approval for the redevelopment of the overall 31.12 acre - property zoned Commercial (C) District, Office (0) District and proposed Medium High Density Residential (MHDR) District (companion rezoning Case No. REZ2008- 07007) to permit a total of 229 attached dwellings (Independent Living Units) (73 units existing to remain; 156 units proposed), a total of 40 mircinv hnme herlc (nrnnncaral and n tntnl of 170 hPrig of aggigtPd Nxr;nn fariht. !QA I eAc exlSt;,," tC remain; 76 beds proposed); (A) In the Commercial (C) District with a lot area of 2.45 acres, a lot width of 200 feet along Gulf to Bay Boulevard (north) and a total of 210 feet along Cross Blvd, a front (north) setback along Gulf to Bay Blvd of four feet (to existing sign) and 28 feet (to existing pavement), a front (east) setback along Cross Blvd of one -foot (to existing pavement), a front (north) setback along Cross Blvd of 25 feet (to proposed guardhouse), a side (east) setback of five feet (to existing pavement), a side (west) setback of two feet (to existing pavement), a side (north) setback of zero feet (to existing pavement) and a building height of 81 feet (to roof deck of existing assisted living facility building), as a Comprehensive Infill Redevelopment Project in the Commercial (C) District, under the provisions of Section 2- 704.C; (B) A lot area of 28.33 acres, a lot width along Sky Harbor Drive of 282 feet, a reduction to the front (west)' setback along Sky Harbor Drive from 25 to 21 feet (to existing building), an increase to building height from 30 to 82 feet (to top of roof of proposed building) and a reduction to the required number of parking spaces from 583 to 426 parking spaces, as a Residential Infill Project in the proposed Medium High Density Residential (MI-IDR) District, under the provisions of Section 2- 304.G; and (C) Reductions to perimeter buffers along Cross Blvd (east) from 10 feet to one -foot (to existing pavement), along the east side from seven to five feet (to existing pavement), along the west side from five to two feet (to existing pavement), along the north side, from 10 feet to zero feet (to existing pavement) and at the southeast corner of the adjacent nursing home parcel from 10 feet to five feet (to proposed pavement), as a Comprehensive Landscape Program under the provisions of Section 3- 1202.G, for property located at 2855 Gulf to Bay Boulevard. Mat ol/ j 4�eptember 17, 2008 Mariano — Page 2 If you have any questions, please do not hesitate to call Wayne M. Wells, AICP, Planner III, at 727 -562- 4504. Sincerely, Michael Delk, P Planning Director S: IPlanning DepartmentlC D BIFLEX (FLD)IPending casesl Up for the next CDBI Gulf to. Bay 2855 Bella Terra on the Bay (C, 0& MDR) - 10.21.08 CDB. - WWIGutf to Bay 2855 CDB Continuance Letter 9.17.08.doc Bella Terra FLD2008 -05012 Wells, Wayne Page 1 of/ Q From: Marc Mariano [mmariano @tbegroup.com] Sent: Wednesday, September, 10, 2008.4:28 PM To:. Watkins, Sherry Cc: Katie Cole; Sharon Breitinger; Troy Hart; Pat Gleason; Justin Nowell; Bryan. Zarlenga; Marc Mariano;. Wells, Wayne Subject:. Bella Terra FLD2008 -05012 Importance:. High Sherry,. I was made. aware yesterday by Wayne that our FLD case was improperly advertised... As such,. I am formally requesting to have the site. plan application and the associated rezoning (REZ2008- 07007) application pulled from Tuesday's CDB meeting, re- advertised and both. applications included on the October. 21 st CDB meeting agenda.. As an official follow -up, I will send to you a formal letter making the same request.. Call me if you have. any questions.. Thanks, Marc Marc A. Mariano, AICP, PP. Project Manager TBE Group, Inc. 380 Park Place Blvd, Suite 300. Clearwater, FL 33759. Direct:. (727) 431 -1605 Fax:.. (727) 431 -1777. Mobile: (727) 492 -6750 Ranked in the Top 200 of ENR's Top 500 Design Firms Visit us at www.tbegroup.com A Please consider the environment before printing this e-mail. nnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnAAAAAAn 9/14/2008 V • • Wells, Wayne From: Tefft, Robert Sent: Wednesday, September 10, 2008 2:04 PM To: 'mmariano @tbegroup.com' Cc: Wells, Wayne Subject: FLD2008- 05012, 2855 Gulf to Bay Blvd. Sent on behalf of Wayne Wells - Marc - Attached is the Staff Report for the above referenced application, to be heard by the Community Development Board (CDB) at 1:00 pm on Tuesday, September 16, 2008, in City Council chambers at City Hall. Please review the conditions of approval and let me know by 10:00 am on Monday, September 15, 2008, if they are acceptable. If the conditions of approval are acceptable, and we receive no letters or emails of objection, then this application will be placed on the consent portion of the CDB agenda. Wayne M. Wells, AICP Planner III City of Clearwater 100 South Myrtle Avenue Clearwater, FL 33756 -5520 Phone: 727- 562 -4504 Fax: 727 - 562 -4865 In Gulf to Bay 55 Staff Report condition for bella terra is 0 Page 1 of 1 Wells, Wayne From: Marc Mariano [mmariano @tbegroup.com] Sent:. Tuesday, September 09, 2008 5:03 PM To: Wells, Wayne Subject: condition for bella terra The Applicant shall provide for the adjacent HarbourWood Center sufficient means. of ingress and egress for delivery and solid waste vehicle access to the HarbourWood Center's loading docks and solid waste receptacles and. back out to Sky. Harbor Blvd. A plan. shall be produced by the Applicant and accepted by City Engineering. and. Planning. Staff that provides turning movements sufficient to accommodate up to a WB 750 tractor trailer. Marc A. Mariano, AICP, PP Project Manager TBE Group, Inc. 380. Park Place. Blvd,. Suite 300 Clearwater, FL 33759 Direct:. (727) 431 -1605 Fax:. (727) 431 -1777 Mobile:.. (727) 492 -6750 Ranked in the Top 200 of ENR's Top 500 Design Firms Visit us at www.tbegrour).com A Please consider. the environment before printing this e-mail. nnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnn Please Note: Unless otherwise indicated or obvious from its nature, the information in this transmittal is confidential and is intended solely for the use of the individual(s) named above. If you, the reader of this message, are not the intended recipient, you are hereby notified that any dissemination, distribution, copying or forwarding of this transmittal is strictly. prohibited. If you have received this transmittal in error, please advise the sender immediately and destroy the accompanying transmittal. Thank you. 9/14/2008 From: Wells, Wayne Sent: Monday, September. 08,.2008.3:52 PM To:. 'ginac @jpfirm.com' Cc: Watkins,. Sherry Subject:. FLD2008 -05012 See attached. Any problems, let me know. - - - -- Original Message---- - From: Gina L. Canopari [mailto:ginac @jpfirm.com] Sent: Monday, September 08, 2008 3:20 PM To: Watkins, Sherry; Wells, Wayne Subject: RE: FLD2008 -05012 Thanks. - - - -- Original Message---- - From: Sherry.Watkins @myClearwater.com [ mailto: Sherry.Watkins @myClearwater.com] Sent: Monday, September 08, 2008 3:24 PM To: Gina L. Canopari; Wayne.Wells @myClearwater.com Subject: RE: FLD2008 -05012 Hi Cindy, I sent you the DRC. Agenda. But I am going to have your Planner Wayne. Wells send you your comments. Thank you, Sherry Watkins Administrative Analyst Planning Department 727 -562 -4582 - - - -- Original Message---- - From: Gina L. Canopari [mailto:ginac @jpfirm.com] Sent: Monday, September 08, 2008 2:28 PM To: Watkins, Sherry Subject: FLD2008 -05012 Hi Sherry, Can you please send me over the DRC. agenda & comments for case #FLD2008- 05012? Thank you!! Gina L. Canopari Certified Paralegal Johnson, Pope, Bokor, Ruppel & Burns, LLP 911 Chestnut Street Clearwater, FL 33756 727- 461 -1818 9/8/2008 r-,lla terra advertisement Pagel of 3 • ! Wells, Wayne From: Marc Mariano [mmariano @tbegroup.com] Sent: Wednesday, August 13, 2008 7:16 PM To: Wells, Wayne Subject: RE: Bella Terra advertisement Oh by the way I was wrong in my initial parking calculation, it should be 583 parking spaces - 94 existing alf in the C zone x 0.5 spaces = 47 spaces - 229 IL units in the MDR x 2 spaces = 458 spaces - 116 ALF and Nursing beds / 3 = 39 Dwelling Units x 2 spaces = 78 583 total parking spaces required for proposed development Thanks, Marc Marc A. Mariano, AICP, PP Project Manager TBE Group, Inc. 380 Park Place Blvd, Suite 300 Clearwater, FL 33759 Direct: (727) 431 -1605 Fax: (727) 431 -1777 Mobile: (727) 492 -6750 Ranked in the Top 200 of ENR's Top 500 Design Firms Visit us at www.tbegroup.com p& Please consider the environment before printing this e-mail. nnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnn Please Note: Unless otherwise indicated or obvious from its nature, the information in this transmittal is confidential and is intended solely for the use of the individual (s) named above. If you, the reader of this message, are not the intended recipient, you are hereby notified that any dissemination, distribution, copying or forwarding of this transmittal is strictly prohibited. If you have received this transmittal in error, please advise the sender immediately and destroy the accompanying transmittal. Thank you. From: Wayne. Wells @myClearwater.com [ mailto :Wayne.Wells @myClearwater.com]. Sent: Tuesday, August 12, 2008 6:20 PM. To: Marc Mariano Subject: Bella Terra advertisement Marc - 2/9/2009 bella terra advertisement Page 2 of 3 This is how I presently have the request written. As you can see, there are some numbers to be filled in. I know there is some Office District in the northwest portion of the site. We may need to modify the lot width for (B) to only that zoned residential. See how this works for you. Don't know if you need to call to discuss: Flexible Development approval for the redevelopment of the overall 31.12 acre - property zoned Commercial (C) District, Office (0) District and proposed Medium High Density Residential (MHDR) District (companion rezoning Case No. REZ2008- 07007) to permit a total of 229 attached dwellings (Independent Living Units) (73 units existing to remain; 156 units proposed), a total of 40 nursing home beds (proposed) and a total of 170 beds of assisted living facility (94 beds existing to remain; 76 beds proposed); (A) In the Commercial (C) District with a lot area of 2.45 acres, a lot width of 200 feet along Gulf to Bay Boulevard (north) and 150 feet along Cross Blvd, a front (north) setback along Gulf to Bay Blvd of four feet (to existing sign), a front (east) setback along Cross Blvd of one -foot (to existing pavement), a front (north) setback along Cross Blvd of 10 feet (to proposed guardhouse), a side (east) setback of five feet (to existing pavement), a side (west) setback of two feet (to existing pavement), a side (north) setback of zero feet (to existing building and pavement) and a building height of xx feet (to roof deck of existing assisted living facility building), as a Comprehensive Infill Redevelopment Project in the Commercial (C) District, under the provisions of Section 2- 704.C; (B) A lot area of xx acres, a lot width along Sky Harbor Drive of 282 feet, a reduction to the front (west) setback along Sky Harbor Drive from 25 to 21 feet (to existing building), an increase to building height from 30 to 83 feet (to top of roof of proposed building) and a reduction to the required number of parking spaces from xx to 426 parking spaces, as a Residential Infill. Project in the proposed Medium High Density Residential (MHDR) District, under the provisions of Section 2- 304.G; and (C) Reductions to perimeter buffers along Cross Blvd (east) from 10 feet to one -foot (to existing pavement), along the east side from seven to five feet (to existing pavement), along the west side from five to two feet (to existing pavement), along the north side from 10 feet to zero feet (to existing building and pavement) and at the southeast corner of the adjacent nursing home parcel from 10 feet to xx feet, as a Comprehensive Landscape Program under the provisions of Section 3- 1202.G. Wayne - - - -- Original. Message---- - From:. Marc Mariano [mailto:mmariano @tbegroup.com] Sent:. Tuesday, August 12, 2008.5:10. PM. To:. Wells, Wayne Subject:. bella terra advertisement Wayne, I will be calling you in the morning to go over how the advertisement needs to be written Let me know if you have a preferred time. Thanks, Marc Marc A. Mariano, AICP, PP Project Manager TBE Group, Inc. 380 Park Place Blvd, Suite 300 Clearwater, FL 33759 Direct: (727) 431 -1605 2/9/2009 bella terra advertisement Fax: (727) 431 -1777 Mobile: (727) 492 -6750 Ranked in the Top 200 of ENR's Top 500 Design Firms Visit us at www_tb�rOUp_com yA Please consider the environment before printing this e-mail. nnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnAAAAAAn Page 3 of 3 Please Note: Unless otherwise indicated or obvious from its nature, the information in this transmittal is confidential and is intended solely for the use of the individual(s) named above. If you, the reader of this message, are not the intended recipient, you are hereby notified that any dissemination, distribution, copying or forwarding of this transmittal is strictly prohibited. If you have received this transmittal in error, please advise the sender immediately and destroy the accompanying transmittal. Thank you. 2/9/2009 hella terra advertisement Pagel of 3 • Wells, Wayne From: Marc Mariano [mmariano @tbegroup.com] Sent: Wednesday, August 13, 2008 5:34 PM To: Wells, Wayne Subject: RE: Bella Terra advertisement Wayne, On the northern setback in the C zone you are correct it is 0 feet to pavement, but the Gazebo is gone, so its just existing pavement. Sorry, Marc Marc A. Mariano, AICP, PP Project Manager TBE Group, Inc. 380 Park Place Blvd, Suite 300 Clearwater, FL 33759 Direct: (727) 431 -1605 Fax: (727) 431 -1777 Mobile: (727) 492 -6750 Ranked in the Top 200 of ENR's Top 500 Design Firms Visit us at www,.tbegrppp com A Please consider the environment before printing this e-mail. nnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnAAAAAAnnnnnnnnnnnnnnnnnnnnnnnnn Please Note: Unless otherwise indicated or obvious from its nature, the information in this transmittal is confidential and is intended solely for the use of the individual (s) named above. If you, the reader of this message, are not the intended recipient, you are hereby notified that any dissemination, distribution, copying or forwarding of this transmittal is strictly prohibited. If you have received this transmittal in error, please advise the sender immediately and destroy the accompanying transmittal. Thank you. From: Wayne. Wells @myClearwater.com ( mailto :Wayne.Wells @myClearwater.com] Sent: Tuesday, August 12, 2008 6:20 PM To: Marc Mariano Subject: Bella Terra advertisement Marc - This is how I presently have the request written. As you can see, there are some numbers to be filled in. I know there is some Office District in the northwest portion of the site. We may need to modify the lot width for (B) to only that zoned residential. See how this works for you. Don't know if you need to call to discuss: Flexible Development approval for the redevelopment of the overall 31.12 acre - property zoned Commercial (C) District, Office (0) District and proposed Medium High Density Residential (MHDR) District (companion rezoning 2/9/2009 Bella terra advertisement Page 2 of 3 0 0 Case No. REZ2008- 07007) to permit a total of 229 attached dwellings (Independent Living Units) (73 units existing to remain; 156 units proposed), a total of 40 nursing home beds (proposed) and a total of 170 beds of assisted living facility (94 beds existing to remain; 76 beds proposed); (A) In the Commercial (C) District with a lot area of 2.45 acres, a lot width of 200 feet along Gulf to Bay Boulevard (north) and 150 feet along Cross Blvd, a front (north) setback along Gulf to Bay Blvd of four feet (to existing sign), a front (east) setback along Cross Blvd of one -foot (to existing pavement), a front (north) setback along Cross Blvd of 10 feet (to proposed guardhouse), a side (east) setback of five feet (to existing pavement), a side (west) setback of two feet (to existing pavement), a side (north) setback of zero feet (to existing building and pavement) and a building height of xx feet (to roof deck of existing assisted living facility building), as a Comprehensive Infill Redevelopment Project in the Commercial (C) District, under the provisions of Section 2- 704.C; (B) A lot area of xx acres, a lot width along Sky Harbor Drive of 282 feet, a reduction to the front (west) setback along Sky Harbor Drive from 25 to 21 feet (to existing building), an increase to building height from 30 to 83 feet (to top of roof of proposed building) and a reduction to the required number of parking spaces from xx to 426 parking spaces, as a Residential Infill Project in the proposed Medium High Density Residential (MHDR) District, under the provisions of Section 2- 304.G; and (C) Reductions to perimeter buffers along Cross Blvd (east) from 10 feet to one -foot (to existing pavement), along the east side from seven to five feet (to existing pavement), along the west side from five to two feet (to existing pavement), along the north side from 10 feet to zero feet (to existing building and pavement) and at the southeast corner of the adjacent nursing home parcel from 10 feet to xx feet, as a Comprehensive Landscape Program under the provisions of Section 3- 1202.G. Wayne - - - -- Original Message---- - From: Marc Mariano [mailto:mmariano @tbegroup.com] Sent: Tuesday, August 12, 2008 5:10 PM To: Wells, Wayne Subject: bella terra advertisement Wayne, I will be calling you in the morning to go over how the advertisement needs to be written. Let me know if you have a preferred time. Thanks, Marc Marc A. Mariano, AICP, PP Project Manager TBE Group, Inc. 380 Park Place Blvd, Suite 300 Clearwater, FL 33759 Direct: (727) 431 -1605 Fax: (727) 431 -1777 Mobile: (727) 492 -6750 Ranked in the Top 200 of ENR's Top 500 Design Firms 2/9/2009 12ella terra advertisement Page 3 of 3 0 0 Visit us at www.tbearouD.com A Please consider the environment before printing this e-mail. nnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnn Please Note: Unless otherwise indicated or obvious from its nature, the information in this transmittal is confidential and is intended solely for the use of the individual(s) named above. If you, the reader of this message, are not the intended recipient, you are hereby notified that any dissemination, distribution, copying or forwarding of this transmittal is strictly prohibited. If you have received this transmittal in error, please advise the sender immediately and destroy the accompanying transmittal. Thank you. 2/9/2009 bella terra advertisement • Page 1 of 3 • Wells, Wayne From: Marc Mariano [mmariano @tbegroup.com] Sent: Wednesday, August 13, 2008 3:10 PM To: Wells, Wayne Subject: RE: Bella Terra advertisement Wayne, here is the revised request. The lot width in the MHDR zone needed to be decreased to less out that roadway frontage in the O Zone. Also, the gazebo is gone which gives us 2 feet of clearance on the northerly property line.between the existing cottage and HVAC concrete pad and no portion of the proposed guard house is in the front setback. Those are the only changes that didn't have "xxx" identifying needed numbers. Let me know what you think of this. Marc Flexible Development approval for the redevelopment of the overall 31.12 acre - property zoned Commercial (C) District, Office (0) District and proposed Medium High Density Residential (MHDR) District (companion rezoning Case No. REZ2008- 07007) to permit a total of 229 attached dwellings (Independent Living Units) (73 units existing to remain; 156 units proposed), a total of 40 nursing home beds (proposed) and a total of 170 beds of assisted living facility (94 beds existing to remain; 76 beds proposed); (A) In the Commercial (C) District with a lot area of 2.45 acres, a lot width of 200 feet along Gulf to Bay Boulevard (north) and 150 feet along Cross Blvd, a front (north) setback along,Gulf to Bay Blvd of four feet (to existing sign), a front (east) setback along Cross Blvd of one -foot (to existing pavement), a front (north) setback along Cross Blvd of 25 feet (to proposed guardhouse), a side (east) setback of five feet (to existing pavement), a side (west) setback of two feet (to existing pavement), a side (north) setback of two feet (to existing building and pavement) and a building height of 81 feet (to roof deck of existing assisted living facility building), as a Comprehensive Infill Redevelopment Project in the Commercial (C) District, under the provisions of Section 2- 704.C; (B) A lot area of 28.33 acres, a lot width along Sky Harbor Drive of 110 feet, a reduction to the front (west) setback along Sky Harbor Drive from 25 to 21 feet (to existing building), an increase to building height from 30 to 82 feet (to top of roof of proposed building) and a reduction to the required number of parking spaces from 581 to 426 parking spaces, as a Residential Infill Project in the proposed Medium High Density Residential (MHDR) District, under the provisions of Section 2- 304.G; and (C) Reductions to perimeter buffers along Cross Blvd (east) from 10 feet to one -foot (to existing pavement), along the east side from seven to five feet (to existing pavement), along the west side from five to two feet (to existing pavement), along the north side from 10 feet to two feet (to existing building and pavement) and at the southeast corner of the adjacent nursing home parcel from 10 feet to 5 feet, as a Comprehensive Landscape Program under the provisions of Section 3- 1202.G. Marc A. Mariano, AICP, PP Project Manager TBE Group, Inc. 380 Park Place Blvd, Suite 300 Clearwater, FL 33759 Direct: (727) 431 -1605 Fax: (727) 431 -1777 Mobile: (727) 492 -6750 Ranked in the Top 200 of ENR's Top 500 Design Firms Visit us at www.tbegroup.com A Please consider the environment before printing this e-mail. nnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnn 2/9/2009 .. - bella terra advertisement . Page 2 of 3 • Please Note:. Unless otherwise indicated or obvious from its nature, the information in this transmittal is confidential and is intended solely for the use of the individual (s) named above. If you, the reader of this message, are not the intended recipient, you are hereby notified that any dissemination, distribution, copying or forwarding of this transmittal is strictly prohibited. If you have received this transmittal in error, please advise the sender immediately and destroy the accompanying transmittal. Thank you. From: Wayne.Wells @myClearwater.com [ mailto :Wayne.Wells @myClearwater.com] Sent: Tuesday, August 12, 2008 6:20 PM To: Marc Mariano Subject: Bella Terra advertisement Marc - This is how I presently have the request written. As you can see, there are some numbers to be filled in. I know there is some Office District in the northwest portion of the site. We may need to modify the lot width for (B) to only that zoned residential. See how this works for you. Don't know if you need to call to discuss: Flexible Development approval for the redevelopment of the overall 31.12 acre - property zoned Commercial (C) District, Office (0) District and proposed Medium High Density Residential (MHDR) District (companion rezoning Case No. REZ2008- 07007) to permit a total of 229 attached dwellings (Independent Living Units) (73 units existing to remain; 156 units proposed), a total of 40 nursing home beds (proposed) and a total of 170 beds of assisted living facility (94 beds existing to remain; 76 beds proposed); (A) In the Commercial (C) District with a lot area of 2.45 acres, a lot width of 200 feet along Gulf to Bay Boulevard (north) and 150 feet along Cross Blvd, a front (north) setback along Gulf to Bay Blvd of four feet (to existing sign), a front (east) setback along Cross Blvd of one -foot (to existing pavement), a front (north) setback along Cross Blvd of 10 feet (to proposed guardhouse), a side (east) setback of five feet (to existing pavement), a side (west) setback of two feet (to existing pavement), a side (north) setback of zero feet (to existing building and pavement) and a building height of xx feet (to roof deck of existing assisted living facility building), as a Comprehensive lnfill Redevelopment Project in the Commercial (C) District, under the provisions of Section 2- 704.C; (B) A lot area of xx acres, a lot width along Sky Harbor Drive of 282 feet, a reduction to the front (west) setback along Sky Harbor Drive from 25 to 21 feet (to existing building), an increase to building height from 30 to 83 feet (to top of roof of proposed building) and a reduction to the required number of parking spaces from xx to 426 parking spaces, as a Residential Infill Project in the proposed Medium High Density Residential (MHDR) District, under the provisions of Section 2- 304.G; and (C) Reductions to perimeter buffers along Cross Blvd (east) from 10 feet to one -foot (to existing pavement), along the east side from seven to five feet (to existing pavement), along the west side from five to two feet (to existing pavement), along the north side from 10 feet to zero feet (to existing building and pavement) and at the southeast corner of the adjacent nursing home parcel from 10 feet to xx feet, as a Comprehensive Landscape Program under the provisions of Section 3- 1202.G. Wayne - - - -- Original Message---- - From: Marc Mariano [mailto:mmariano @tbegroup.com] Sent: Tuesday, August 12, 2008 5:10 PM To: Wells, Wayne Subject: bella terra advertisement Wayne, I will be calling you in the morning to go over how the advertisement needs to be written. Let me know if you have a preferred time. Thanks, 2/9/2009 bella terra advertisement • Page 3 of 3 Marc Marc A. Mariano, AICP, PP Project Manager TBE Group, Inc. 380 Park Place Blvd, Suite 300 Clearwater, FL 33759 Direct: (727) 431 -1605 Fax: (727) 431 -1777 Mobile: (727) 492 -6750 Ranked in the Top 200 of ENR's Top 500 Design Firms Visit us at www.tbegroup.com A Please consider the environment before printing this e-mail. nnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnn Please Note: Unless otherwise indicated or obvious from its nature, the information in this transmittal is confidential and is intended solely for the use of the individual(s) named above. If you, the reader of. this message, are not the intended recipient, you are hereby notified that any dissemination, distribution, copying or forwarding of this transmittal is strictly prohibited. If you have received this transmittal in error, please advise the sender immediately and destroy the accompanying transmittal. Thank you. 2/9/2009 bella terra advertisement Page 1 of 2 Wells, Wayne From:. Wells,. Wayne Sent: Tuesday,. August 12,. 2008.6:20 PM To: 'Marc Mariano' Subject:. Bella Terra advertisement Marc - This is how I presently have the request written. As you can. see, there are some numbers to. be filled in. I know there is some Office District in the northwest portion of the. site.. We may need to modify the lot width for (B) to. only that zoned. residential.. See how this works for you. Don't know if you need to call to discuss: Flexible Development approval for the redevelopment of the overall 31.12 acre - property zoned Commercial (C) District,. Office (0) District and proposed Medium High Density. Residential (MHDR) District (companion rezoning Case No. REZ2008- 07007) to permit a total of 229 attached dwellings (Independent Living Units) (73 units . existing to remain; 156. units proposed), a total of 40 nursing home beds (proposed) and a total of 170 beds of assisted living facility (94 beds existing to remain; 76 beds proposed);. (A) In the Commercial (C) District with a lot area of 2.45 acres, a lot width of 200. feet along Gulf. to Bay Boulevard (north) and 150 feet along Cross Blvd, a front (north) setback along Gulf to Bay. Blvd of four feet (to existing sign),. a front (east) setback along Cross Blvd of one -foot (to existing. pavement), a front (north) setback along Cross. Blvd of 10 feet (to. proposed. guardhouse), a side (east) setback of five feet (to existing pavement), a side (west) setback of two feet (to existing pavement), a side (north) setback of zero feet (to existing building and pavement) and a building' height of xx feet (to roof deck of existing assisted living facility building), as a Comprehensive Infill Redevelopment Project in the Commercial (C) District, under the. provisions of Section 2- 704.C; (B) A lot area of xx acres,. a lot width along Sky Harbor Drive of 282 feet, a reduction to the front (west) setback along Sky Harbor Drive from 25 to 21 feet (to existing building), an increase to building height from 30 to 83 feet (to top. of roof of proposed building) and a reduction to the required number of parking spaces from xx to 426 parking spaces, as a Residential Infill Project in the proposed Medium High Density Residential (MHDR) District,. under the provisions. of Section 2- 304.G; and (C) Reductions to. perimeter buffers along. Cross. Blvd (east) from. 10. feet to one -foot (to existing pavement), along the east side from seven to five feet (to existing pavement),. along the. west side from five to two feet (to existing pavement), along the north side from 10 feet to zero feet (to existing building and pavement) and at the southeast corner of the adjacent nursing home parcel from. 10 feet to xx feet, as a Comprehensive Landscape Program under the provisions of Section 3- 1202.G.. Wayne. - - - -- Original Message---- - From: Marc Mariano [mailto:mmariano @tbegroup.com] Sent: Tuesday, August 12, 2008 5:10 PM To: Wells, Wayne Subject: bella terra advertisement Wayne, I will be calling you in the morning to go over how the advertisement needs to be written. Let me. know if you. have. a preferred time. Thanks, Marc Marc A. Mariano, AICP, PP 8/12/2008 bella terra advertisement Page 2 of 2 Project Manager TBE Group, Inc. 380 Park Place. Blvd, Suite 300 Clearwater,. FL 33759 Direct: (727) 431 -1605 Fax: (727) 431 -1777 Mobile: (727) 492 -6750 Ranked in the Top 200 of ENR's Top 500 Design Firms Visit us at www.tbearour).com. IIIA Please consider the environment before printing this e- mail.. nnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnn Please Note: Unless otherwise indicated or obvious from its nature, the information in this transmittal is confidential and is intended solely for the use of the individual(s) named above. If you,. the reader of this message, are not the intended recipient, you are hereby notified that any dissemination, distribution, copying or forwarding of this transmittal is strictly prohibited. If you have received this transmittal in error, please advise the sender immediately and destroy the accompanying transmittal. Thank you.. 8/12/2008 Wells, Wayne From: Marc Mariano [mmariano @tbegroup.com] Sent: Tuesday, August 12, 2008.3:59. PM To: Rice, Scott; Fahey, Robert Cc: Wells, Wayne;. Doherty, Steve; Bryan. Zarlenga Subject: RE: FLD2O08 -05012 2855 Gulf to Bay Gentlemen, How about allowing us.to keep our wells as. a redundant /back up system just incase we run into shortages.in the.future, like Dunedin and Pinellas. County. are.experiencing. . The Client is.concerned that they are installing $500K of landscaping.and they want to make.sure it is. always able to receive water. Let me.know your thoughts. Thanks, Marc Marc A. Mariano, AICP,. PP Project Manager TEE Group, Inc. 380 Park Place B1vd,.Suite 300 Clearwater, FL 33759 Direct: (727),431-1605 Fax: (727) 431 -1777 Mobile: (727).492 -6750 Ranked in the Top.200.of.ENR's. Top.500.Design Firms Visit us at www.tbegroup.com P.Please consider the environment before printing this e -mail. Please. Note: Unless otherwise indicated or obvious.from its nature, the information in this transmittal.is.confidential and is.intended solely for the use of. the individual(s). named above. If you, the reader. of. this. message, are not.the intended recipient, you are hereby notified that any dissemination,. distribution, copying or forwarding of this.transmittal is strictly prohibited..If you have received this transmittal.in error, please advise the sender immediately and destroy the accompanying transmittal. Thank you. - - - -- Original Message---- - From: Scott. Rice @myClearwater.com ( mailto :Scott.Rice @myClearwater.com]. Sent: Monday, August. 11,.2008 8:24. AM To: Marc Mariano Cc: Wayne.Wells @myClearwater.com; Steve.Doherty @myClearwater.com Subject: FLD2008- 05012. - 2855.Gulf to.Bay Marc, Please see response below from Utilities Engineering regarding reclaimed water and irrigation for the subject site. D.. Scott Rice, PE Assistant Engineering Director City of Clearwater (727) 562 -4781 1 • • > - - - -- Original Message---- - > From: Fahey,. Robert . > Sent: Friday,. August 08,.2008 5:21 PM • To: Rice, Scott • Cc: Doherty, Steve; Bennett, Nan;.Wells,. Jerry • Subject: RE:. FLD2008- 05012 - 2855 Gulf to Bay >. This.is the proposed Bella Terra development that had lines installed as. part of the Seville. and Sunset RCW Project., The. City has. more than adequate supply with both the Northeast. Plant and the East Plant currently able.to supply reclaimed water to meet irrigation demands in this. area of.the City. We are currently at less.than 50%-.of our capacity. Short answer is no - there are no supply problems within the City of Clearwater related to reclaimed water. >. The City would prefer that the.irrigation system utilize the reclaimed water made.available. to.this.parcel due to.the environmental. benefit and to be a community partner in line with the.City's. Integrated Water Management. Strategy. >. Let me know if you feel this.does. not adequately answer your questions. > Robert S. Fahey, P.E. > Utilities.Engineering Manager • City of Clearwater • Engineering. Department • P.O. Box 4748 > Clearwater, Florida 33756 >. Phone: (727).562 -4608 > Fax: (727) 562 -4755 > - - - -- Original Message - - -- * From: Rice, Scott. > Sent: Friday, August 08, 2008 1:53 PM > To: Fahey,. Robert • Cc: Doherty,.Steve • Subject: FLD2008- 05012. - 2855 Gulf.to Bay > Rob, > Some questions came up at the DRC Meeting yesterday regarding reclaimed water and the subject project.. > 1. Does the.City's reclaimed water system experience supply problems? • > 2. Can this applicant design a redundant irrigation system utilizing reclaimed water and /or the wells.that exist on the site ?. >. D. Scott Rice,. PE •.Assistant. Engineering. Director > City of Clearwater • (727) 562 -4781 2 .' .' _V • • Wells, Wayne From: Marc Mariano [mmariano @tbegroup.com] Sent: Monday, August 11, 2008 8:31 AM To: Rice, Scott Cc: Wells, Wayne; Doherty, Steve; Bryan. Zarlenga Subject: RE: FLD2OO8 -05012 - 2855 Gulf to Bay Thanks. Also, has. a determination been made as to whether we can run our sewer pipes under the ponds in the 2.identified locations? Thanks, Marc Marc. A. Mariano,.AICP,.PP Project Manager TBE Group,. Inc. 380 Park Place Blvd, Suite.300 Clearwater, FL 33759 Direct:... (727) 431 -1605 Fax:. (727) 431 -1777 Mobile: (727).492 -6750 Ranked in the Top.200 of.ENR's. Top 500 Design Firms Visit us at www.tbegroup.com P Please consider the environment before printing this e -mail. Please Note: Unless.otherwise indicated or obvious.from its nature, the information in this transmittal is confidential and is.intended solely for the use of.the individual(s) named above. If you,.the reader of this. message, are. not the intended recipient, you are. hereby notified that any dissemination, distribution, copying or forwarding of.this.transmittal is strictly prohibited. If.you have received this transmittal in error, please advise.the sender immediately and destroy the accompanying transmittal. Thank you. - - ° -- Original Message---- - From:. Scott.Rice @myClearwater.com [ mailto :Scott.Rice @myClearwater.com7. Sent:.Monday, August 11, 2008 8:24 AM To: Marc.Mariano Cc: Wayne. Wells@ myClearwater. com; .Steve.Doherty @myClearwater.com Subject: FLD2008- 05012. - 2855 Gulf to.Bay Marc, Please see response below from Utilities. Engineering regarding reclaimed water and irrigation for the subject site.. D. Scott Rice,. PE Assistant Engineering Director City of Clearwater (727).562 -4781 >. ----- Original.Message ----- > From: Fahey,.Robert 1 > Sent: Friday, August 0 >. To: Rice,.Scott > Cc: Doherty,.Steve;.Bennett, Nan; Wells, Jerry >, Subject: RE: FLD2008 -05012 - 2855 Gulf to Bay > This is.the proposed Bella Terra development that had lines installed as part of.the Seville and Sunset RCW Project. The City has more than adequate supply with both the.Northeast Plant. and the East. Plant currently able to supply reclaimed water to meet irrigation demands. in this. area of the City...We are currently at.less than 50% of our capacity.. Short answer is no - .there. are no supply problems.within the City of Clearwater related to reclaimed water. > The City would prefer that the. irrigation system utilize.the reclaimed water made available to this parcel. due to the environmental.benefit. and to. be a community partner in line with the City's. Integrated Water Management Strategy. >. Let me know if.you feel.this.does not adequately answer your questions. > >. Robert. S. Fahey, P.E. > Utilities. Engineering. Manager > City of Clearwater • Engineering.Department -, • P.O. Box 4748 • Clearwater,. Florida 33756 • Phone: (727) 562 -4608 • Fax: (727) 562 -4755 • - - - -- Original Message - - - -- • From: Rice,.Scott.. • Sent: Friday, August 08,.2008.1:53 PM • To: Fahey,. Robert • Cc: Doherty,.Steve • Subject: FLD2008- 05012 - 2855. Gulf to Bay >. Rob, > Some questions.came up at the. DRC Meeting yesterday regarding reclaimed water and the subject project.. >.1. Does the City's reclaimed water: system experience supply problems? > 2. Can this.applicant design a redundant irrigation system utilizing reclaimed water and /or the wells. that exist on the site? >. D. Scott Rice,. PE > Assistant Engineering. Director • City of Clearwater > (727) 562 -4781 2 Wells,. Wayne From: Marc Mariano [mmariano @tbegroup.com] Sent: Monday, August 11, 2008 10:17 AM To: Rice, Scott; Doherty, Steve; Fahey, Robert Cc: Wells, Wayne;. Bryan Zarlenga Subject: RE: FLD2OO8 -05012 - 2855 Gulf. to Bay Are. you guys available.to.meet.this. afternoon -.around 3 -330pm to. talk about the sewer and water /fire line design? Let me know and I will set.up a meeting with Bryan. Thanks, Marc Marc. A.. Mariano, AICP, PP Project. Manager TBE Group,. Inc. 380. Park Place B1vd,.Suite 300 Clearwater,. FL 33759 Direct:. (727) 431 -1605 Fax:. (727),431-1777 Mobile: (727).492 -6750 Ranked in the Top 200 of ENR!s Top 500 Design Firms Visit us at www.tbegroup.com P. Please consider the environment before printing this e -mail. Please. Note: , Unless otherwise.indicated or obvious, from its nature, the information in this transmittal is.confidential and is intended solely for the use of the individual(s) named above. If you, the reader of this message, are not the intended recipient, you are hereby notified that any dissemination, distribution, copying or forwarding.of.this transmittal is strictly prohibited. If you have received this transmittal in error, please.advise.the sender immediately and destroy the accompanying transmittal.. Thank you. ----- Original.Message ----- From: Scott. Rice @myClearwater.com [ mailto :Scott.Rice @myClearwater.com]. Sent: Monday, August 11, 2008 8:24 AM To: Marc Mariano Cc: Wayne.Wells @myClearwater.com; Steve.Doherty @myClearwater.com Subject:. FLD2008- 05012 - .2855 Gulf.to Bay Marc, Please see response below from Utilities. Engineering regarding reclaimed water and irrigation for the subject site. D. Scott Rice,. PE Assistant Engineering Director City of Clearwater (727) 562 -4781 > ----- Original.Message ----- >. From: Fahey, Robert >. Sent: Friday, August 08, 2008 5:21 PM 1 >. To: Rice, Scott • Cc: Doherty,.Steve; Bennett, Nan; Wells, Jerry • Subject: RE: FLD2008- 05012 - 2855 Gulf. to.Bay > This is the proposed Bella Terra development that. had lines installed as part of the Seville and Sunset RCW Project. The. City has more than adequate supply with both the Northeast. Plant. and the East Plant currently able to supply reclaimed water to. meet irrigation demands. in this. area of the City...We.are currently at less than 50% of. our capacity. Short. answer. is no - .there. are no supply problems within the City of Clearwater related to reclaimed water. > The City would prefer that the irrigation system utilize the reclaimed water made available to.this.parcel due to the environmental benefit. and to be a community partner in line.with the City's. Integrated Water Management.Strategy. >.Let me know if you feel.this does not. adequately answer your questions. >. Robert.S.. Fahey,. P.E. >. Utilities. Engineering Manager >. City of Clearwater > Engineering Department > P.O. Box 4748 > Clearwater, Florida 33756 • Phone: (727) 562 -4608 • Fax: (727) 562 -4755 • - - - -- Original. Message - - - -- • From: Rice, Scott • Sent: Friday, August 08, 2008 1:53 PM > To: Fahey, Robert • Cc: Doherty,.Steve • Subject: FLD2008 -05012 - 2855 Gulf to Bay > Rob, > Some questions. came up. at the DRC Meeting yesterday regarding - reclaimed water and the.subject project. > 1. Does the City's. reclaimed water system experience supply problems? > 2. Can this. applicant design a redundant irrigation system utilizing reclaimed water and /or the wells that exist on the site? > > D. Scott Rice, PE >. Assistant Engineering. Director > City of. Clearwater > (72 7) 562 -4 78 1 2 Wells,. Wayne From: Rice, Scott Sent: Monday, August 11, 2008 8:24 AM To: 'Marc Mariano' Cc: Wells, Wayne; Doherty, Steve Subject: FLD2008 -05012 - 2855 Gulf to Bay Marc, Please see response below from Utilities Engineering regarding reclaimed water and irrigation for the subject site. D. Scott Rice, PE Assistant Engineering Director City of Clearwater (727) 562 -4781 - - - -- Original Message---- - From: Fahey, Robert Sent: Friday, August 08, 2008 5:21 PM To: Rice, Scott Cc: Doherty, Steve; Bennett, Nan; Wells, Jerry Subject: RE: FLD2008 -05012 - 2855 Gulf to Bay This is the proposed Bella Terra development that had lines installed as part of the Seville and Sunset RCW Project. The City has more than adequate supply with both the Northeast Plant and the East Plant currently able to supply reclaimed water to meet irrigation demands in this area of the City. We are currently at less than 50% of our capacity. Short answer is no - there are no supply problems within the City of Clearwater related to reclaimed water. The City would prefer that the irrigation system utilize the reclaimed water made available to this parcel due to the environmental benefit and to be a community partner in line with the City's Integrated Water Management Strategy. Let me know if you feel this does not adequately answer your questions. Robert S. Fahey, P.E. Utilities Engineering Manager City of Clearwater Engineering Department P.O. Box 4748 Clearwater, Florida 33756 Phone: (727) 562 -4608 Fax: (727) 5624755 - - - -- Original Message---- - From: Rice, Scott Sent: Friday, August 08, 2008 1:53 PM To: Fahey, Robert Cc: Doherty, Steve Subject: FLD2008 -05012 - 2855 Gulf to Bay Rob, Some questions came up at the DRC Meeting yesterday regarding reclaimed water and the subject project. 1. Does the City's reclaimed water system experience supply problems? 2. Can this applicant design a redundant irrigation system utilizing reclaimed water and /or the wells that exist on the site? D. Scott Rice, PE r p, .fir Assistant Engineering Director• • City of Clearwater (727) 562 -4781 bVella terra project description • Page 1 of 3 Wells, Wayne From: Wells, Wayne Sent: Friday, August 08, 2008 3:37 PM To: Reynolds, Mike Subject: Bella Terra project description `3'11 - - - -- Original Message---- - From: Marc Mariano [mailto:mmariano @tbegroup.com] Sent: Friday, August 08, 2008 2:57 PM To: Wells, Wayne Cc: Rice, Scott Subject: bella terra project description Wayne, Could you please forward this. email. to. Mike a description of the FLD project during the to have it when he returned to the office.. Thanks Marc Reynolds; I don't have his address. He requested rezoning meeting this past week and I. wanted him The Applicant is proposing to redevelop property located on the south side of Gulf to Bay Boulevard (S.R. 60) approximately 3,000 feet east of U.S. Highway 19 North at the southwest corner of Gulf to Bay and Cross Boulevard. The property is located in Section 17, Township 29 South, Range 16 East and consists of approximately 31.12 acres. The subject site is located within the City of Clearwater, an incorporated municipality within Pinellas County, with frontage on Gulf to Bay Boulevard, Cross Boulevard and Sky Harbor Drive.. The surrounding properties consist of a single - family residential use to the east, a variety of non - residential uses including, retail, office and restaurant to the north, a mobile home park, a nursing home (HarbourWood Health and Rehab Center) and a fire station to the west, with Clearwater Mall located farther to the west. The site also contains frontage along the Tampa Bay to the south. Existing Conditions Currently, the subject site is developed with an 8 -story building containing a 94 -bed Assisted Living Facility. (ALF) located at the northeast corner of the site (2.45 acres) and 55 one -story garden residences containing 229 one- and two- bedroom Independent Living units for senior housing (defined as attached dwellings by the City Code) with ancillary. maintenance and community buildings spread throughout the. bulk of the property to the south (28.67 acres). As mentioned above, the entire site consists of 31.12 acres and contains a total of 323. living units (229 Independent Living Units and 94 Assisted Living Beds) devoted to a senior population. The following provides an overview of existing conditions. Existing Conditions Total. Assisted Living Beds 94 . 11. Bella terra project description • • Page 2. of 3 Independent Living Units 229 Existing Total 323 The site is accessed via two (2), two -way driveways with one (1) located at the northeast corner of the site (Cross Boulevard) that provides access to Gulf to Bay Boulevard and a second drivewayy at the northwest corner of the site that provides access to Sky Harbor Drive. The bulk of the property is accessed via a private, circular drivewayy that runs generally along the perimeter of the site and stems. from Cross Boulevard. A second driveway, Loving Lane, bifurcates the property providing access to units located within the interior of the site. The subject site currently contains a total of 307 parking spaces throughout the campus that serve the total 323 senior living units.. The aerial map below provides a graphic representation of the existing site conditions. The subject site shares its driveway access from Sky Harbor Drive with the adjacent HarbourWood Health and Rehab Center through a Non - Exclusive Cross Access. Easement and Maintenance. Agreement (See Appendix 1 for a copy of this easement). As a result of the proposed redevelopment the terms of this access easement will not be altered.. Proposed Conditions The proposed infill redevelopment project includes one (1) new primary building approximately 83 feet in height and 368,000 square feet in total floor area that will be centrally located on the site and contain 40. nursing home beds, 76 assisted living beds, 64 one - bedroom and 74 two - bedroom independent living units (138 attached senior housing units), full dining and kitchen facilities, a day spa, work out center and community. rooms. Additionally, nine (9) new duplex cottages (totaling 45,735 square feet) will offer 18, two - bedroom independent living units, or attached senior housing units, outside of the primary building and located along the southerly and easterly portions of the site. The new building and site improvements are intended to be located on approximately 60% of the site and will allow 16 of the existing garden residences, containing 73. one - and two- bedroom independent living units, as well as the 8 -story 94 bed assisted living facility to remain. The following table provides an overview of proposed units and units to remain. Proposed Development Total Assisted Living Beds (existing beds to remain). 94 Independent Living Units - 1 and 2 Bedrooms (existing units to. remain) 73 Assisted Living Beds (new beds) 76 Nursing Home Beds (new beds) 40 Independent Living - 1 and 2 Bedrooms (new units) 156 Proposed Total 439 The proposed development includes a total of 426 parking spaces to support all of the end - users of the site, existing to remain and new units. As part of the proposed redevelopment project, access into. and out the site and primary driveways through the site will not be altered. However, a manned gate house is proposed in the vicinity of the Gulf -to -Bay Boulevard entrance and a mechanical gate is proposed in the vicinity of the Sky Harbor Drive entrance.. Marc A. Mariano, AICP, PP. Project Manager TBE Group, Inc. 11: Bella terra project description Page 3 of 3 • 0. 380 Park Place Blvd, Suite 300 Clearwater, FL 33759 Direct: (727) 431 -1605 Fax:. (727) 431 -1777. Mobile: (727) 492 -6750 Ranked in the Top 200 of ENR's Top 500 Design Firms Visit us at www.tbegrotT.com A Please consider the environment before printing this e- mail.. AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAA Please Note: Unless otherwise indicated or obvious from its nature, the information in this transmittal is confidential and is intended solely for the use of the individual(s) named above. If you, the reader of this message, are not the intended recipient, you are hereby notified that any dissemination, distribution, copying or forwarding of this transmittal is strictly prohibited. If you have received this transmittal in error, please advise the sender immediately and destroy the accompanying transmittal. Thank you. NNAITIR 9 • SANTA FE HEALTHCARE AvMed Health Plans Haven Hospice August 6, 2008 The Village Bayview Gardens Mr. Matthew Anderson, Inspector City of Clearwater Municipal Services Building 100 S Myrtle Ave Clearwater, FL 33758 RE: 2855 Gulf to Bay Blvd 19 Dear Mr. Anderson, Thank you for your Courtesy Notice of 7/30/08. A copy is attached for your convenience. This property is currently in process of site plan approval for major redevelopment of the campus with the City of Clearwater. Pending regulatory approvals and building permit, the project is scheduled to commence November 2009. Please accept this information and letter as satisfaction of violation correction by the 9/1/08 deadline. Kind aids, Sharon Breitinger, Director Design & Construction Services Copies: Judy Cunningham Marc Mariano A Family of P.O. Box 749, Gainesville, FL 32602 -0749 Not - For - Profit Tel: 352-372-8400 Companies �4 nQS� - ..,.,, Planning Department L] CITY OF CLEARWATER MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE POST OFFICE BOX 4748, CLEARWATER, FLORIDA 33758 -4748 Telephone (727) 562 -4720 Fax (727) 562 -4735 BVG ACQUISITION INC DBA BAYVIEW GARDENS 2855 GULF TO BAY BLVD CLEARWATER, FL 33759 RE: 2855 GULF TO BAY BLVD 19 Dear Property Owner: Courtesy Notice CDC2008 -02198 The City of Clearwater Planning Department has done an inspection at the above address and has found the property is in violation of the following City code: Section of City Code violated: 3- 12041. Facts behind violation: '`DEAD, DECLINING, MISSING AND DISEASED PLANT MATERIAL" shall be replaced with healthy material of similar type in keeping with the landscaping requirements at the time of original planting and in accordance with the approved landscape plan. Specifically, To be in Compliance with Section 3 -1204 Part L you must replace missing Aztec Grass and Asiatic Jasmine in landscaping bed along Gulf to Bay Blvd. Replace missing Viburnum hedge along parking lot between tower and Gulf to Bay. Replace missing and dead Viburnum in hedge along the West perimeter of property. Replace 9 missing palms around Flag pole and one live oak at the first parking lot entrance off Brown Blvd unless a tree permit can be produced. I Iloked for a permit on those 10 trees and did not find one. Mulch any and all Landscaping beds according to Section 3 -1204 Part B. No further action is required on your part if the violation is corrected by September 01, 2008. Our goal is to achieve voluntary compliance through education, communication and cooperation. We would appreciate your assistance in achieving this goal. If you have any questions concerning this matter, or if you need any additional information, please do not hesitate to contact the City of Clearwater Planning Department. 'Ff Inspector Sign DATE MAILED: 7/30/2008 INSPECTOR: Matthew Anderson INSPECTOR TELEPHONE: 562- 4567xt2504 0Forms \CL4VCourtesyLtrC DC. r pt Wells,. Wayne From: Wells, Wayne Sent: Wednesday,. August 06, 2008 2:18 PM To: Marc Mariano (E -mail) Subject: FLD2008- 05012, 2855 Gulf to Bay Boulevard Marc - Again, finally, attached. are the Draft DRC. Comments for the above referenced project, to be heard by the DRC. at 1:00 pm on Thursday, August 7, 2008, in our offices.. Things have been a little crazy around, here. Wayne M. Wells, AICP Planner III City of Clearwater 100. South. Myrtle. Avenue Clearwater, FL 33756 -5520 Phone:. 727 - 562 -4504 Fax: 727- 562 -4865 Im draft 8.7.08 c action agenda From:. Marc Mariano [mmariano @tbegroup.com] Sent:. Monday, August 04, 2008.9:35 AM To:. Wells, Wayne Subject:. RE: Landscaping. Violation - 2855 Gulf to Bay Boulevard Thank you. sir. Reading the written description on the letter it appears to describe areas that are being improved. We. can discuss it further at DRC. Thanks, Marc Marc A. Mariano, AICP, PP Project Manager TBE Group, Inc. 380 Park Place. Blvd, Suite 300 Clearwater, FL 33759 Direct: (727) 431 -1605 Fax: (727) 431 -1777 Mobile: (727) 492 -6750 Ranked in the Top 200 of ENR's Top 500 Design Firms Visit us at www,tbeg:ro.u.p,.co.m. IIIA Please consider the environment before printing this e-mail. nnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnn Please Note: Unless otherwise indicated or obvious from its nature, the information in this transmittal is confidential and is intended solely for the use of the individual(s) named above. If you, the reader of this message, are not the intended recipient, you are hereby notified that any dissemination, distribution, copying or forwarding of this transmittal is strictly prohibited. If you have received this transmittal in error, please advise the sender immediately and destroy the accompanying transmittal. Thank you. From: Wayne.Wells @myClearwater.com [ mailto :Wayne.Wells @myClearwater.com] Sent. Monday, August 04, 2008 9:28 AM To: Marc Mariano Cc: Rick.Albee @myClearwater.com; Scott.SuIIivan @myClearwater.com Subject: Landscaping Violation - 2855 Gulf to Bay Boulevard 8/4/2008 Page 2 of/. 3 0 0 Marc - We. have an. intern doing landscape re- inspections.. We try to do this every three years. He is doing Gulf to. Bay Boulevard. first.. We sent a courtesy letter informing of the missing landscaping. We need to see how to incorporate the missing landscaping, unless those areas where the landscaping is missing is being modified, into the plans. By this email. I. am including. Scott Sullivan and Rick Albee so that we can work with you with the site redevelopment plans already submitted. Wayne - - - -- Original Message---- - From: Marc Mariano [mailto:mmariano @tbegroup.com] Sent: Monday, August 04, 2008 8:24 AM To: Wells, Wayne Subject: FW: Landscaping Violation Wayne, Can you let the inspector know that we are in for site plan approval and these areas will be upgraded as a result of the application. Do you know how this inspection request came about? Thanks, Marc Marc A. Mariano, AICP, PP Project Manager TBE Group, Inc. 380. Park Place. Blvd, Suite 300 Clearwater, FL 33759 Direct: (727) 431 -1605 Fax: (727) 431 -1777 Mobile: (727) 492 -6750 Ranked in the Top 200 of ENR's Top 500 Design Firms Visit us at www.tbegroup.com Please consider the environment before printing this e-mail. nnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnn Please Note: Unless otherwise indicated or obvious from its nature, the information in this transmittal is confidential and is intended solely for the use of the individual(s) named above. If you, the reader of this message, are not the intended recipient, you are hereby notified that any dissemination, distribution, copying or forwarding of this transmittal is strictly prohibited. If you have received this transmittal in error, please advise the sender immediately and destroy the accompanying transmittal. Thank you. 8/4/2008 Page 3 oV3 0 0 From: Sharon Breitinger [ma ilto: Sharon. Breitinger@avmed.org] Sent: Friday, August 01, 2008 4:55 PM To: Marc Mariano Cc: Judy Cunningham Subject: Fwd: Landscaping Violation Hi Marc, Guess they are not aware of project. Can they verify it is on BVG property vs. the Harborwoods property? If it is ours, can we get them to waive this deadline since the project will be improving the property anyway? Thanks, Sharon >>> On 8/1/2008 at 4:05 PM, "Judy Cunningham" < judy. cunningham@ bayviewgardenson I ine.com > wrote: Hi Sharon - Can we please discuss this on Tuesday? Just received this in the afternoon mail Judy A. Cunningham RHP Executive Director P (727) 797 -7400 x 1900 F (727) 797 -3206 - - - -- Original Message---- - From: Judy [mailto: judy. cunningham @bayviewgardensonline.com] Sent: Friday, August 01, 2008 3:42 PM To: Judy Cunningham Subject: This E -mail was sent from "RNP9A930F" (DSc435). Scan Date: 08.01.2008 15:41:39 ( -0400) This email has been scanned by the Messagel -abs Email Security System. * ** IMPORTANT: Do not open attachments from unrecognized senders * ** The information contained in this transmission is intended only for the use of the individual or entity to which it is addressed, and may contain information that is privileged, confidential, and exempt from disclosure under applicable law. If the reader of this message is not the intended recipient, you are hereby notified that you should not read beyond the directions on its return and that any dissemination, distribution, or copy of this communication is strictly prohibited. If you have received this communication in error, please notify us immediately by telephone, and return the original message to us at the address below via the U.S. Postal Service. 8/4/2008 CITY OF CLEARWATER �4Mr PLANNING AND DEVELOPMENT. SERVICES MUNICIPAL SERVICES. BUILDING 100 SOUTH MYRTLE. AVE.. CLEARWATER, FLORIDA 33756 PHONE (727) 562- 4567.. FAX (727) 562 -4576 www.myclearwater.com/epermits CASE SUMMARY CDC2008 -02198 2855 GULF TO BAY BLVD 19 BAYVIEW GARDENS Non - Compliant Landscaping Code Section 3 -1204 PEOPLE Role: Owner /Property BVG ACQUISITION INC PHONE: No Phone DBA BAYVIEW GARDENS FAX: No Fax 2855 GULF TO BAY BLVD CLEARWATER, FL 33759 .CONDITIONS 3- 1204.L. Not Met "DEAD, DECLINING, MISSING AND DISEASED PLANT MATERIAL " shall be replaced with healthy material of similar type in keeping with the landscaping requirements at the time of original planting and in accordance with the approved landscape plan. Done ACTIVITIES Date 1 Date 2 Date 3 Disp By Complaint Received 7/30/2008 M A .Inspection 7/30/2008 7/31/2008 Inspection 7/30/2008 9/1/2008 Courtesy Letter 7/30/2008 9/1/2008 FAIL M A r: \Forms \I nfoSu m mary. rpt CITY OF CLEARWATEk- MUNICIPAL .LE AVENUE FPST OFFICE BOX 474$; CLEARW,4T 48; Telephone- (77):562 47201 Fax;(i'27 }562 -47,35 8V'G,,AC QUISIT I ON INC' " DBAS " [MbAR,015NS 2855, GULF W B" BLVD, 'C,L,E,ARW.ATM,,'FL-,33n9,, -8AY'r8 LV04'gi C''Ourtt,sy Nbtloo The ,City ofClearwater Planing Department has,',donean,ilispectio the pt isin�''vtola'tj'onof the fbllomuing City qqoe, N' luqh r�action is required ' n your part it w v 616tion is,,tprr!,eqqd, y",$I b 2008,,i ,ptam,,c D 'A ITE ' M,AI,,LE,D', , 1 13012068 INSPECTOR' MatthewAnderson; INSPECTOR T,ELEPH.QNE,,*�15,,6,2'-45,6,7,�,9125,04 r,. \ Foe rjvMdLWCou ridt,yu rC,b G:,,,ep I R Ila Terra resubmittal package Pagel of 2 0 0 Wells, Wayne From: Wells, Wayne Sent: Sunday,. July 13, 2008.5:02 PM To:. 'Marc Mariano' Subject: Bella Terra resubmittal package Marc -. For my original package that will be for my files, please resubmit the floor plans for the main building (prior submittal was only six sheets), as well as the plans for the cottages. For all packages (including the original. package),. submit reduced copies of the floor. plans (8.5" x 11 ") rather than large plans. That way the Board will at least have something showing them the internal layout that may relate to your written material and. my staff report.. Thanks. Wayne. - - - -- Original Message---- - From: Marc Mariano [mailto:mmariano @tbegroup.com] Sent: Monday, July 07, 2008.2:01 PM To: Wells, Wayne Cc: Alex Puerto; Dan Hammons. Subject: Bella Terra resubmittal package Wayne,. We are pulling together our resubmittal package for Bella Terra and I need to know if you again want floor plans for the main building, as we. already provided them to you the last time and they are 12 sheets. We are absolutely including floor plan sheets for the cottages,. as requested during DRC, but do we need to include floor plans for the main building again? Let me know.. Thanks,. Marc Marc A. Mariano, AICP, PP. Project Manager TBE Group, Inc.. 380. Park Place. Blvd, Suite. 300. Clearwater, FL 33759 Direct: (727) 431 -1605 Fax:.. (727) 431 -1777 7/13/2008 Della Terra resubmittal package_ Mobile:. (727) 492 -6750 Ranked in the Top. 200. of ENR's Top 500 Design Firms Visit us at www.tbeg roup.com. A Please. consider the environment before printing this e- mail. nnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnn Page 2 of 2 Please Note: Unless otherwise indicated or obvious from its nature, the information in this transmittal is confidential and is intended solely for the use of the individual(s) named above. If you, the reader of this message, are not the intended recipient, you are hereby notified that any dissemination, distribution, copying or forwarding of this transmittal is strictly prohibited. If you have received this transmittal in error, please advise the sender immediately and destroy the accompanying transmittal. Thank you.. 7/13/2008 Wells, Wayne From: Wells, Wayne Sent: Friday, June 27, 2008 3:00 PM To: 'Marc Mariano' Cc: Patni, Himanshu; Rice, Scott Subject: RE: FLD2008- 05012, 2855 Gulf to Bay Blvd. Marc - • This is to confirm the date and time (noon on July 14th) specified below. Wayne - - - -- Original Message---- - From: Marc Mariano (mailto:mmariano @ tbegroup.com] Sent: Friday, June 27, 2008 1:46 PM To: Wells, Wayne Cc: Patni, Himanshu; Rice, Scott Subject: RE: FLD2008- 05012, 2855 Gulf to Bay Blvd. Wayne, Regarding the below email, please confirm that our resubmission deadline is July 14 at noon. Thanks, Marc - - - -- Original Message---- - From: "Wayne.Wells @myClearwater.com" <Wayne.:Wells @myClearwater.com> Subj: FLD2008- 05012, 2855 Gulf to Bay Blvd. Date: Fri Jun 6, 2008 9:53 am Size: 586 bytes To: "mmariano @tbegroup.com" <mmariano @tbegroup.com> Marc - Regarding the resubmittal of the above referenced project, since this is viewed as responding to comments and not a completeness review, a revised application package addressing the DRC comments should be submitted no later than noon on June 11, 2008, for review by the DRC on July 3, 2008 (August 19, 2008; CDB meeting), or noon on July 14, 2008, for review by the DRC on August 7, 2008 (September 16, 2008, CDB meeting). Wayne M. Wells, AICP Planner III City of Clearwater 100 South Myrtle Avenue Clearwater, FL 33756 -5520 Phone: 727 - 562 -4504 Fax: 727 - 562 -4865 1 Wells, Wayne From: Wells, Wayne Sent: Monday„ June 16, 2008.3:01 PM To: 'Marc Mariano' Cc: Patni, Himanshu; Rice, Scott Subject: RE: FLD2008- 05012, 2855. Gulf to Bay Blvd. Marc - I am okay with the study. Wayne - - - -- Original Message---- - From: Marc Mariano [mailto:mmariano@tbegroup.com] Sent: Monday, June 16, 2008 2:51 PM To: Wells, Wayne Cc: Patni, Himanshu; Rice, Scott Subject: RE: FLD2008- 05012, 2855 Gulf to Bay Blvd. Wayne, FYI - I spoke with Himanshu today regarding the parking sufficiency study and provided an explanation of how the study was conducted and the resources used. He indicated that he would speak to Paul Bertels and go through the explanation, but that if you and Paul are OK with the study parameters then he was OK. Thanks, Marc Marc A. Mariano, AICP, PP Project Manager . TBE Group, Inc. 380 Park Place Blvd, Suite 300 Clearwater, FL 33759 Direct: (727) 431 -1605 Fax: (727) 431 -1777 Mobile: (727) 492 -6750 Ranked in the Top 200 of ENR's Top 500 Design Firms Visit us at www.tbegroup.coin P Please consider the environment before printing this e -mail. Please Note: Unless otherwise indicated or obvious from its nature, the information in this transmittal is confidential and is intended solely for the use of the individual(s) named above. If you, the reader of this message, are not the intended recipient, you are hereby notified that any dissemination, distribution, copying or forwarding of this transmittal is strictly prohibited. If you have received this transmittal in error, please advise the sender immediately and destroy the accompanying transmittal. Thank you. - - - -- Original Message---- - From: Wayne. Wells ®myClearwater.com [ mailto :Wayne.Wells@myClearwater.com] Sent: Friday, June 06, 2008 3:22 PM To: Marc Mariano 1 Cc: Sherry.Watkins@myClearwa0 com • Subject: FLD2008- 05012, 2855 Gulf to Bay Blvd.. Marc - Your first submission was distributed to the DRC members for their review, with their comments and discussion at yesterday's DRC meeting. You do not need to resubmit those items that are not changing due to comments (maybe such as the Engineering Report). Please submit one original set of revised documents and 11 copies. We would appreciate a response to comments also. Wayne - - - -- Original Message---- - From: Marc Mariano [mailto:mmariano@tbegroup.com] Sent: Friday, June 06, 2008 11:18 AM To: Wells, Wayne Subject: Re: FLD2008- 05012, 2855 Gulf to Bay Blvd. does that mean the full revised application and site plan package and 11 copies, or just our responses to all comments? Let me know thanks Marc Sent with Palm Treo device. - - - -- Original Message - - - -- From: "Wayne.Wells@myClearwater.com" <Wayne.Wells@myClearwater.com> Subj: FLD2008- 05012, 2855 Gulf to Bay Blvd. Date: Fri Jun 6, 2008 9:53 am Size: 586 bytes To: "mmariano@tbegroup.com" <mmariano@tbegroup.com> Marc - Regarding the resubmittal of the above referenced project, since this is viewed as responding to comments and not a completeness review, a revised application package addressing the DRC comments should be submitted no later than noon on June 11, 2008, for review by the DRC on July 3, 2008 (August 19, 2008, CDB meeting), or noon on July 14, 2008, for review by the DRC on August 7, 2008 (September 16, 2008, CDB meeting). Wayne M. Wells, AICP Planner III City of Clearwater 100 South Myrtle Avenue Clearwater, FL 33756 -5520 Phone: 727 - 562 -4504 Fax: 727 - 562 -4865 2 Wells, Wayne 0 0 From: Marc Mariano [mmariano @tbegroup.com] Sent: Monday, June 16, 2008.3:01. PM To: Patni, Himanshu; Wells, Wayne Cc: Rice, Scott; Elbo, Bennett Subject: RE:. FLD2008- 05012,. 2855. Gulf. to Bay Blvd. No, absolutely not. The 30 -40 additional spaces above that identified as our calculated need will keep all cars off internal private and /or external public streets and ensures that visitors, employees and residents have sufficient parking. Also, our campus will be gated, so regardless of the situation, no one will be parking outside of our project limits. Thanks, Marc Marc A. Mariano, AICP, PP Project Manager TBE Group, Inc. 380 Park Place Blvd, Suite 300 Clearwater, FL 33759 Direct: (727) 431 -1605 Fax: (727) 431 -1777 Mobile: (727) 492 -6750 Ranked in the Top 200 of ENR's Top 500 Design Firms Visit us at www.tbegroup.com P Please consider the environment before printing this e -mail. Please Note: Unless otherwise indicated or obvious from its nature, the information in this transmittal is confidential and is intended solely for the use of the individual(s) named above. If you, the reader of this message,. are not the intended recipient, you are hereby notified that any dissemination, distribution, copying or forwarding of this transmittal is strictly prohibited. If you have received this transmittal in error, please advise the sender immediately and destroy the accompanying transmittal. Thank you. - - - -- Original Message---- - From: Himanshu.Patni @MyClearwater.com ( mailto: Himanshu .Patni @MyClearwater.com] Sent: Monday, June 16, 2008 2:57 PM To: Marc Mariano; Wayne.Wells @myClearwater.com Cc: Scott.Rice @myClearwater.com; Bennett.Elbo @myClearwater.com Subject: RE: FLD2008- 05012, 2855 Gulf to Bay Blvd. I've spoken with Paul on this issue and we are okay with accepting the study. Correct me if I am wrong but would any overflow parking end up with cars parked on the private streets within the development? We wouldn't want them parking on Sky Harbor. Thanks Himanshu 1 TS f - - = • -- Original Message---- - From: Marc Mariano (mailto:mmariano @tbegroup.com) Sent: Monday, June 16, 2008 2:51 PM To: Wells, Wayne Cc: Patni, Himanshu; Rice, Scott Subject: RE: FLD2008- 05012, 2855 Gulf to Bay Blvd. Wayne, FYI - I spoke with Himanshu today regarding the parking sufficiency study and provided an explanation of how the study.was conducted and the resources used. He indicated that he would speak to Paul Bertels and go through the explanation, but that if you and Paul are OK with the study parameters then he was OK. Thanks, Marc Marc A. Mariano, AICP, PP Project Manager TBE Group, Inc. 380 Park Place Blvd, Suite 300 Clearwater, FL 33759 Direct:. (727) 431 -1605 Fax: (727) 431 -1777 Mobile: (727) 492 -6750 Ranked in the Top 200 of ENR's Top 500 Design Firms Visit us at www.tbegroup.com P Please consider the environment before printing this e-mail. A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A ^AAA Please Note: Unless otherwise indicated or obvious from its nature, the information in this transmittal is confidential and is intended solely for the use of the individual(s) named above. If you, the reader of this message, are not the intended recipient, you are hereby notified that any dissemination, distribution, copying or forwarding of this transmittal is strictly prohibited. If you have received this transmittal in error, please advise the sender immediately and destroy the accompanying transmittal. Thank you. - - - -- Original Message---- - From: Wayne.Wells @myClearwater.com [ mailto :Wayne.Wells @my.Clearwater.com] Sent: Friday, June 06, 2008 3:22 PM To: Marc Mariano Cc: Sherry.Watkins @myClearwater.com Subject: FLD2008- 05012, 2855 Gulf to Bay Blvd. Marc - Your first submission was distributed to the DRC members for their review, with their comments and discussion at yesterday's DRC meeting. You do not need to resubmit those items that are not changing due to comments (maybe such as the Engineering Report). Please submit one original set of revised documents and 11 copies. We would appreciate a response to comments also. Wayne - - - -- Original Message - - - -- 2 F From: Marc Mariano (mailto:m *iano @tbegroup.com] Sent: Friday, June 06, 2008 11:18 AM To: Wells, Wayne Subject: Re: FLD2008- 05012, 2855 Gulf to Bay Blvd: does that mean the full revised application and site plan package and 11 copies, or just our responses to all comments? Let me know thanks Marc Sent with Palm Treo device. - - - -- Original Message---- - From: "Wayne.Wells @myClearwater.com'I <Wayne.Wells @myClearwater.com> Subj: FLD2008- 05012, 2855 Gulf to Bay Blvd. Date: Fri Jun 6, 2008 9:53 am Size: 586 bytes To: "mmariano @tbegroup.com" <mmariano @tbegroup.com> Marc - Regarding the resubmittal of the above referenced project, since this is viewed as responding to comments and not.a completeness review, a revised application package addressing the DRC comments should be submitted no later than noon on June 11, 2008, for review by the DRC'on July 3, 2008 (August 19, 2008, CDB meeting), or noon on July 14, 2008, for review by the DRC on August 7, 2008 (September 16, 2008, CDB meeting) . Wayne M. Wells, AICP Planner III City of Clearwater 100 South Myrtle Avenue Clearwater, FL 33756 -5520 Phone: 727 - 562 -4504 Fax: 727 - 562 -4865 3 Page 1 of 1 Wells, Wayne From:. Wells, Wayne Sent:. Monday,. June 16, 2008.1:34. PM To: 'Catherine Reek' Cc: Doug Smith Subject: RE: Bella Terra -. Clarification Catherine -. The Code requirement is to. have a continuous hedge 100. % of the buffer (obviously not including any driveways). When we get into situations where certain landscape requirements cannot be fully met and. a Comprehensive Landscape Program is necessary to be submitted, we look for improvements over the minimum . standards for buffers, etc. in that location or other locations on -site where landscaping can be enhanced over the minimum. This is where we look for enhanced buffers, with tiering of plant materials, more plants than minimum standards, etc.. Wayne. - - - -- Original Message---- - From: Catherine Reek [mailto:CReek @edsaplan.com] Sent: Thursday, June 12, 2008 6:48 PM To: Wells, Wayne Cc: Doug Smith Subject: Bella Terra - Clarification Wayne, The landscape requirements read, "100% shrub coverage for the 10'. and 15' landscape buffers required along the property. lines. Does that truly mean that the entire length of that buffer must be planted out 10' in width? This is what we have interpreted it to mean, and have used those assumptions in our. calculations. In the DRC comments a 3'. hedge was mentioned as all that was required along the decorative fence. Is the 3'. hedge requirement in addition to or instead of the 10' or 15' wide 100% shrub areas? Thanks,. CATHERINE REEK ASSOCIATE, LEED AP 1512 E. BROWARD BOULEVARD, SUITE 110, FORT LAUDERDALE, FLORIDA 33301 USA TEL: 954.524.3330. FAX: 954.524.0177. creek edsap_l.an.cam www.edsaplamcom By using the embedded electronic file(s) contained herewith, the recipient assumes all risks associated with their use and, to the fullest extent permitted by law, to hold harmless and indemnify EDSA and EDSA's professional associates and consultants from and against all claims, liabilities, losses, and expenses including attorney fees, arising out of or resulting therefrom. 6/16/2008 s • Wells,. Wayne From: Marc Mariano [mmariano @tbegroup.com] Sent: Monday, June 09, 2008 9:47 AM To: Wells, Wayne Subject: RE: FLD2008- 05012, 2855 Gulf to Bay Blvd. Lets just keep that June 11 date to ourselves. Getting everything revised, copied and resubmitted would be onerous and rushed, and we don't like doing things that way. I will resubmit everything before the July 14 deadline. Thanks, Marc Marc A. Mariano, AICP, PP Project Manager TBE Group, Inc. 380 Park Place Blvd, Suite 300 Clearwater, FL 33759 Direct: (727) 431 -1605 Fax: (727) 431 -1777 Mobile: (727) 492 -6750 Ranked in the Top 200 of ENR's Top 500 Design Firms Visit us at www.tbegroup.com P Please consider the environment before printing this e -mail. Please Note: Unless otherwise indicated or obvious from its nature, the information in this transmittal is confidential and is intended solely for the use of the individual(s) named above. If you, the reader of this message, are not the intended recipient, you are hereby notified that any dissemination, distribution, copying or forwarding of this transmittal is strictly prohibited. If you have received this transmittal in error, please advise the sender immediately and destroy the accompanying transmittal. Thank you. - - - -- Original Message---- - From: Wayne.Wells@myClearwater.com [ mailto :Wayne.Wells @myClearwater.com] Sent: Friday, June 06, 2008 3:22 PM To: Marc Mariano Cc: Sherry.Watkins@myClearwater.com Subject: FLD2008- 05012, 2855 Gulf to Bay Blvd. Marc - Your first submission was distributed to the DRC members for their review, with their comments and discussion at yesterday's DRC meeting. You do not need to resubmit those items that are not changing due to comments (maybe such as the Engineering Report). Please submit one original set of revised documents and 11 copies. We would appreciate a response to comments also. Wayne - - - -- Original Message 1 44 From: Marc Mariano (mailto:Aiano @tbegroup.com] Sent: Friday, June 06, 2008 11:18 AM To: Wells, Wayne Subject: Re: FLD2008- 05012, 2855 Gulf to Bay Blvd. does that mean the full revised application and site plan package and 11 copies, or just our responses to all comments? Let me know thanks Marc Sent with Palm Treo device. - - - -- Original Message - - - -- From: "Wayne.Wells @myClearwater.com" <Wayne.Wells @myClearwater.com> Subj: FLD2008- 05012, 2855 Gulf to'B.ay Blvd. Date: Fri Jun 6, 2008 9:53 am Size: 586 bytes To: "mmariano @tbegroup.com" <mmariano @tbegroup.com> Marc - Regarding the resubmittal of the above referenced project, since this is viewed as responding to comments and not'a completeness review, a revised application package addressing the DRC comments should be submitted no later than noon on June 11, 2008, for review by the DRC on July 3, 2008 (August 19, 2008, CDB meeting), or noon on July 14, 2008, for review by the DRC on August 7, 2008 (September 16, 2008, CDB meeting). Wayne M. Wells, AICP Planner III City of Clearwater 100 South Myrtle Avenue Clearwater, FL 33756 -5520 Phone: 727 - 562 -4504 Fax: 727 - 562 -4865 2 DELTA �EINGINEERS .tune 4, 2008 John Waldo, Project Manager Santa Fe Health Care Construction & Design Services P. 0. Box 749 Gainesville, FL 32602.0749 0 One Tampa City Center. 201 Nortfir FraTiVIrn Street, Suite 11140, Tampa, FL 33602 Td: 81 3-223-67'00 Fax: 813 -223 -6767 wwv.dertae;Vrrr rs.coM RE. Bella Terra Retirement Community Letter of Certification for Load Rating of 2 Bridges Dena Project No. 2008.0,91.001 Dear Mr. Waldo: e 44 v V 6 DE C WW Based on the load testing and load rating analyses we performed for the two bridges in the Bella Terra Retirement. Community, we hereby certify that the both bridges have the capacity to safely carry all legal loads including the locally used fire truck with a ,grass vehicle weight of 80,060 pounds (40 tans). The full details of our work on these bridges are included In our report dated May 13, 2008. If you have any questions, please call me at 667 - 222 -2978. Respectfully, DELTA ENICINEERS (COA #9770) Ralph Verrastro, PE # 39784 Director of Engineering (0 -- 4- -tea$ We are a seamless extension of our cffents' organizations. 0 0 SANTAFE HEALTHCARE AvMed Health Plans Haven Hospice May 14, 2008 The Village Bayview Gardens NOTICE OF NEIGHBORHOOD PRESENTATION As a neighbor to Bayview Gardens, we invite you to. attend a Neighborhood Presentation: 6:00 p.m., Monday, June 23, 2008 Town Center of the Assisted Living Tower 2855 Gulf to Bay Boulevard Bayview Gardens Campus The purpose of the meeting is to present to the public, in an informal setting, the construction project and scope planned for the Bayview Gardens campus and to ensure that citizens and property owners have an adequate opportunity to address concerns at an early stage of the process. For additional information or assistance: Sharon Breitinger, Director Facilities, Design & Construction Services SantaFe HealthCare 352- 372 -8400 JUN A Family of PLANNIN,: to DEVELOPMENT SERVICES 4300 NW 89`h Blvd., Gainesville, FL 32606 Not - For -Profit CITY OF CLEARWATER Tel: 352 - 372 -8400 Companies Fax Cover Memo CITY OF CLEARWATER PLANNING DEPARTMENT 100 SOUTH MYRTLE AVENUE, 2ND FLOOR CLEARWATER, FL 33756 (727) 562 -4567 FAX: (727) 562 -4865 TO: M. Wells DATE: FAX: 43 1 - 1777 TELEPHONE: 431 - / (0 03 FROM: Wayne M. Wells TELEPHONE: (727) 562 -4504 SUBJECT: Af l a- i S�v w 2 l l MESSAGE: A.* NUMBER OF SHEETS (INCLUDING THIS PAGE): F :D Wells, Wayne From: Wells, Wayne Sent: Wednesday, June 04, 2008 1:43 PM To: Marc Mariano (E -mail) Subject: Allan Stowell Marc - I just faxed to you a letter Mr. Stowell has given me today regarding a noise complaint (also listed in my DRC comments). While the following is an internal email, the information in it I think is of benefit to you and your client in knowing what the issue is and potentially how to address it. Wayne - - - -- Original Message---- - From: Kronschnabl, Jeff.. Sent: Wednesday, June 04, 2008 12:42 PM To: Garriott, Kevin; Bates, Dan; Delk, Michael Cc: Wells, Wayne Subject: RE: My inaugural meeting with Mr. Allan Stowell (cell phone 644 -2700) Noise complaints are handled by the police department - I've copied Deputy Chief Williams - thanks - - - -- Original. Message---- - From: Garriott, Kevin Sent: Wednesday, June 04, 2008 12:20 PM To: Bates, Dan; Delk, Michael; Kronschnabl, Jeff Cc: Wells, Wayne Subject: RE: My inaugural meeting with Mr. Allan Stowell (cell phone 644 -2700) Our inspector went to the site this AM. Checking the a/c equipment which had a permit and was replaced in 2005. This property is going for a variance at DRC tomorrow, I believe. - - - -- Original Message - - - -- From: Bates, Dan Sent: Wednesday, June 04, 2008 8:57 AM To: Delk, Michael; Kronschnabl, Jeff Cc: Wells, Wayne; Garriott, Kevin Subject: My inaugural meeting with Mr. Allan Stowell (cell phone 644 -2700) Teammates - At about 4:50 p.m. yesterday (Tuesday, June 3, 2008) I had occasion to be walking past our CRT front counter as Inspector Phillips and Inspector McMahan were engaged in conversation / research for a subject later identified as Mr. Stowell. As it turns out, they were locating and providing Stollwell with copies of Clearwater Code 15 -08 "Noise." Stowell advised he had just finished a visit with "Wayne" in planning. Mr. Stowell was asking to speak to someone "in charge" and I identified myself. He stated that he had just returned from the "field" and was visibly upset that the Clearwater Police Officer who had responded to what turns out to be Mr. Stowell's vacant lot north of Village Inn (a property he also owns) regarding Mr. Stowell's complaint of excessive noise. Mr. Stowell explained that a large 37 acre ACLF which is T built adjacent to Mr. Stfells aforementioned vacant lot hat!'a large cold water HVAC chiller unit built near the south boundary of Stowell's vacant property and, in Stowell's opinion, the operational noise coming from said chiller unit is "deafening." Mr. Stowell's disappointment stemmed from the fact that the officer responding could not locate the Clearwater noise ordinance in a book the officer kept in the trunk of his patrol vehicle, the officer did not carry, nor did he know where to acquire a "noise measuring device" (decimeter), and the office did not carry any business cards to provide to Stowell with the officer's name and report number. Stowell went on to explain that the ACFL is going to be redeveloped soon and there is a DRC meeting regarding the project this Thursday (June 5th, 2008) of which Stowell has been noticed and plans to attend. His contention was that the chiller units present location impedes his ability to develop the aforementioned vacant lot upon which he tentatively plans to possibly build a medical office building. He was convinced that he needed a noise meter reading to substantiate his assertion. "I'll meet you out there" Stowell stated however my reply was I had no intention of traveling to his site and becoming involved in this issue. After speaking to both Janet M. and myself I asked Stowell if he was familiar with the noise complaints involving Cafe 13; located in Safety Harbor however effecting Clearwater residents. When he said he was not, I provided him with the newspaper article that I had which outlined the entire ongoing issue. I asked Stowell what he would do IF a noise meter reading did NOT substantiate his assertion that the noise was excessive (As was the case with Cafe 13). He then decided that perhaps the noise meter portion of his objection might be a risk he didn't want to take. He then went on to want to discuss the entire issue of "private roads" and I advised him it was after 5:30 p.m. and I had no useful information regarding private roads, his rights to access his own residence via a private road, whether private roads needed to be closed at least one day per year (as they do in Times Square) OR anything involving the history of the private road (apparently running through the 37 acre ACLF site). I left him with the thought that he was on the right track attending the Thursday CRT meeting and that was the best place and the best process for him to air his concerns regarding loud chiller units, sound buffers, private roads and anything else that was a concern to him. Just giving you a too long heads up regarding what was discussed in the CRT office. I found it interesting that when I asked Mr. Stowell for a business card he did not have one - but rather wrote his name and cell phone number on a yellow pad and tore it off for me. - db Dan Bates 2 .i Manager: Developmentorvices CITY OF CLEARWATER Office Telephone: (727) 562 -4723 • Wells, Wayne From: Wells, Wayne Sent: Wednesday, June 04, 2008 11:38 AM To: Marc Mariano (E -mail) Subject: FLD2008- 05012, 2855 Gulf to Bay Boulevard - Marc - • Finally, attached are the Draft DRC Comments for the above referenced project, to be heard by the DRC at 10:30 am on Thursday, June 5, 2008, in our offices. I appreciate your patience,,as this is not the only large project I have on this DRC agenda. Wayne M. Wells, AICP Planner III City of Clearwater 100 South Myrtle Avenue Clearwater, FL 33756 -5520 Phone: 727 - 562 -4504 Fax: 727 - 562 -4865 KM draft 6.5.08 c action agenda Page 1 of 3 Wells, Wayne. From: Wells, Wayne Sent: Monday, May 12, 2008.11:19 AM To: 'Marc Mariano' Subject: RE: 07024 Bella Terra - Floor Plans These are great. - - - -- Original Message---- - From: Marc Mariano [mailto:mmariano @tbegroup.com] Sent: Monday,. May 12, 2008 10:44 AM. To:. Wells, Wayne Subject: FW: 07024 Bella Terra - Floor Plans Wayne, Check these out, I think it should work. Let me know and I will print a set out and bring them over to you this afternoon. Thanks, Marc Marc A. Mariano, AICP, PP Project Manager TBE Group, Inc. 380 Park Place Blvd, Suite 300 Clearwater, FL 33759 Direct: (727) 431 -1605 Fax: (727) 539 -1294 Mobile: (727) 492 -6750 Ranked in the Top 200 of ENR's Top 500 Design Firms Visit us at www tbe�rou,p_com A Please consider the environment before printing this e-mail. nnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnn Please Note: Unless otherwise indicated or obvious from its nature, the information in this transmittal is confidential and is intended solely for the use of the individual(s) named above. If you, the reader of this message, are not the intended recipient, you are hereby notified that any dissemination, distribution, copying or forwarding of this transmittal is strictly. prohibited. If you have received this transmittal in error, please advise the sender immediately and destroy the accompanying transmittal. Thank you.. From:. Alex Puerto [mailto:puerto @threearch.com] Sent: Monday, May 12, 2008 10:22 AM To: Marc Mariano. Cc: Dan Hammons; Jorge Hernandez Subject: RE: 07024 Bella Terra - Floor Plans 5/12/2008 Page 2 of 3 Marc, Check these files. I hope this is what they are looking for. Regards alcjandro Puerto From:. Marc Mariano [mailto:mmariano @tbegroup.com] Sent: Monday, May 12, 2008.8:39. AM To: Alex Puerto Cc: Dan Hammons; Jorge Hernandez Subject: RE: 07024 Bella Terra - Floor Plans Alex, The reviewing Planner at the city asked if he could get some additiohal info on the floor plans, as follows. 1. an indication as to which units are IL and which are ALF. 2. a layout of the cottages Overall that is exactly what he is looking for, he just needs to know which units are IL and which are ALF /skilled nursing, etc. Let me know if this can be accommodated. Thanks„ Marc Marc A. Mariano, AICP, PP Project Manager TBE Group, Inc. 380 Park Place Blvd, Suite 300. Clearwater,. FL 33759 Direct: (727) 431 -1605 Fax: (727) 539 -1294 Mobile: (727) 492 -6750 Ranked in the Top 200 of ENR's Top 500 Design Firms Visit us at www.tbegroup.com A Please consider the environment before printing this e- mail. nnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnn Please. Note:. Unless otherwise indicated or obvious from its nature, the information in this transmittal is confidential and is intended solely for the use of the individual(s) named above. If you, the reader of this message, are not the intended recipient, you are hereby notified that any dissemination, distribution, copying or forwarding of this transmittal is strictly prohibited. If you have received this transmittal in error, please advise the sender immediately and destroy the accompanying transmittal.. Thank you. From:. Alex Puerto [mailto:puerto @threearch.com] . Sent:. Thursday, May 08, 2008.4:39 PM To:. Marc Mariano 5/12/2008 Subject: 07024 Bella Terra - Floor Plans Marc, Are these sheets what you need? By the way, thanks for your voice mail. I will contact Mr to do a initial review of the building layout and systems. 5/12/2008 Page 3 of 3 Garret t and set a meeting with him and the rest of the crew Alejandro E. Puerto three 4040 N. Central Expressway Suite 200 Dallas, TX 75230 214.559.4080 Main 214.393.5357 Direct 972.2597961 Cell 214.559.0990 Fax www.threearch.com a 1a I�0 o P LL 3 3 0 „ a S bella terra on the bay '= three 2008 Clearwater, florida april 23 2008 first floor plan 0 30 60 90 "S MS-D mtv roam MS-0 W-D rs—rl re MS D NIS D • a 4 0 In, VS-D Imo 9 7j 16 .6 hate 4 independent living memory support commons iback of house 00 0 00 0 IN Y In IN • >1 C) 3 ICI U 7 It K II I M K I IL -M s ..4 f IL -f IL�I a e A second floor plan n io AL 9 ,1 AL 8 J., AL A AL -8 AL ALA AL-1 B quo 00 00 0 0 0 0 N N G M � N L .. a • n� W r� L 0 o 3 L �- N A third floor plan n 0 10 61 10 �independentl Jskilled nursinc commons 1 assisted living 00 00 8 °o N N N _ 'C a Q `V L r° � Afourth floor plan n 0 30 60 90 0 0 0 0 W m ` N t a A I • >1 f� r m � w L med — nom Wd- i >Aw denl -dy d dos 11/d mlry �� cottage a first floor plan (1,898 sf) cottage floorplans 0 8 16 24 nn IJ cottage b first floor plan (2,009 sf) oo co 0 0 0 0 N N u m � N 2 m v a—' � O w O � � � I .+J v Wells, Wayne From: Wells, Wayne Sent: Thursday, May 08, 2008 11:35 AM To: Marc Mariano (E -mail) Subject: FLD2008- 05012, 2855 Gulf to Bay Blvd. Marc - Attached is the Letter of Completeness for the above referenced project. I am mailing the original letter. In order to verify information during the review of this project, please submit as soon as possible one. copy of the floor plans for the main. building. This does. not need to. be a detailed floor plan as what may be submitted for construction, but it should show the general layout of the building (common. areas, the independent living units [not in detail, but as a unit] and the assisted living units) as well as. indicating the anticipated population for the assisted living units (matching hopefully the numbers you have on the site. plan). Wayne M. Wells, A/CP Planner III City of Clearwater 100. South Myrtle Avenue Clearwater, FL 33756 -5520 Phone: 727 - 562 -4504 Fax: 727- 562 -4865 Im letter of ipleteness 5.8.0 LL CITY OF CLEORWATER o° :,r PLANNING DEPARTMENT �' MUNICIPAL SERVICES BUILDING 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE: (727) 562 -4567 FAX: (727) 562 -4576 W W W.MYCLEARWATER. C OM May 08, 2008 Tampa Bay Engineering Group Inc VIA FAX: 727 -531 -1294 380 Park Place. Blvd Suite 300 Clearwater, F133759 RE: FLD2008 -05012 -- 2855 GULF TO BAY BLVD -- Letter of Completeness Dear Tampa Bay Engineering Group Inc : The Planning Staff has entered your application into the Department's filing system and assigned the case number:. FLD2008- 05012. After a preliminary review of the submitted documents, staff has determined that the application is.complete.. The Development Review Committee (DRC) will review the application for sufficiency on June 05, 2008, in the Planning Department conference room Room 216 on the second floor of the Municipal Services Building.. The building is located at 100 South Myrtle Avenue in downtown Clearwater. You will be contacted by the Planning Department's Administrative Analyst within one week prior to the meeting date for the approximate time that your case will be reviewed. You or your representative (as applicable) must be present to answer any questions that the DRC may have regarding your application. Additional comments may be generated by the DRC at the time of the meeting. If you have any questions, please do not hesitate to contact me at 727 -562 -4504 or Wayne.Wells@myclearwater.com. Sincerely yours, Wavn Wells. AICP Planner III Letter of Completeness - FLD2008 -05012 - 2855 GULF TO BAYBLYD i Pagel of 3 Wells, Wayne From: Marc Mariano [mmariano @tbegroup.com] Sent: Monday, May 12, 2008 9:34 AM To: Wells, Wayne Subject: RE: 07024 Bella Terra - Floor Plans You know those Architects. can definitely get you a floor plan for the cottages and should be able to get each specific use id'd on the layout. Thanks,. Marc Marc A. Mariano, AICP, PP Project Manager TBE Group, Inc.. 380 Park Place Blvd, Suite 300 Clearwater, FL 33759 Direct: (727) 431 -1605. Fax: (727) 539 -1294 Mobile: (727) 492 -6750 Ranked in the Top 200 of ENR's Top 500 Design Firms Visit us at www.tbegroup.com A Please consider the environment before printing this e-mail. nnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnn Please Note: Unless otherwise indicated or obvious from its nature, the information in this transmittal is confidential and is intended solely for the use of the individual (s) named above. If you, the reader of this message, are not the intended recipient, you are hereby notified that any dissemination, distribution, copying or forwarding of this transmittal is strictly prohibited. If you have received this transmittal in error, please advise the sender immediately and destroy the accompanying transmittal. Thank you. From: Wayne.Wells @myClearwater.com [ mailto :Wayne.Wells @myClearwater.com] Sent: Monday, May 12, 2008 9:32 AM To: Marc Mariano Subject: 07024 Bella Terra - Floor Plans Marc - These generally look fine. However, is there any way to indicate what areas /units are independent living units (IL) and assisted living units (AL). Additionally, it appears the architect may be directionally impaired (the directions [N, E, S, W] on the elevations are in error also, but that will be a DRC comment). Also, can you get the floor plans for the duplex IL units ?. 5/12/2008 0 • Page 2 of 3 Wayne - - - -- Original Message---- - From: Marc Mariano [mailto:mmariano @tbegroup.com] Sent: Monday, May 12, 2008 8:55 AM To: Wells, Wayne Subject: FW: 07024 Bella Terra - Floor Plans Wayne, Take a look at these pdfs and let me know if this is what you are looking for relative to the requested floor plans. If it is I will print them out in 24x36 and drop them off this afternoon. Thanks,. Marc Marc A. Mariano, AICP, PP Project Manager TBE Group, Inc. 380 Park Place Blvd, Suite 300 Clearwater, FL 33759 Direct: (727) 431 -1605 Fax: (727) 539 -1294 Mobile: (727) 492 -6750 Ranked in the Top 200 of ENR's Top 500 Design Firms Visit us at www.tbegroup.com Please consider the environment before printing this e- mail. nnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnn Please Note: Unless otherwise indicated or obvious from its nature, the information in this transmittal is confidential and is intended solely for the use of the individual(s) named above. If you, the reader of this message, are not the intended recipient, you are hereby notified that any dissemination, distribution, copying or forwarding of this transmittal is strictly prohibited. If you have received this transmittal in error, please advise the sender immediately and destroy the accompanying transmittal. Thank you. From: Alex Puerto [mailto:puerto @threearch.com] Sent: Thursday, May 08, 2008 4:39 PM To: Marc Mariano Subject: 07024 Bella Terra - Floor Plans Marc, Are these sheets what you need? By the way, thanks for your voice mail. I will contact Mr.. Garret t and set a meeting with him and the rest of the crew to do a initial review of the building layout and systems. Alejandro E. Puerto. three. 4040 N. Central Expressway Suite 200 Dallas, TX 75230 5/12/2008 • � Page 3 of 3 214.559.4080 Main 214.393.5357 Direct 972.2597961 Cell. 214.559.0990 Fax www.threearch.com 5/12/2008 N O1GARDEN LEVEL - FLOOR PLAN KEY PLAN I — 1,1' -30' -0' Kts t three i GREYSTONE consultant WW LL E— W CU CD U J � m O BVG Acquisitions, Inc. 10096 DESIGN DEVELOPMENT K A;ZBUILDING FLOOR PLAN GARDEN LEVEL OVERALL PLAN A2.00 three i i ii it O T T - - - — - - GREYSTONE o- - - - - - - - - consultant _ o - - - - - ° IL__JL__JI ® CO e • e T — — T 7— — — 6L o-- — — — —. — — — — — W y — — — " 1 — v LU _ r 07024 APRIL 30, 2008 A I I�I I I `BVG Acquisitions, Inc. 1006DFSIGN DMOPMFM I I 1 1 1 MAIN BUILDING II FLOOR PLAN GROUND FLOOR OVERALL PLAN A2.01 of GROUND Wet'- 30' -0' FLOOR- FLOOR PLAN KEY PLAN nrs - --RIG- Nree 2008 SECOND LEVEL - FLOOR PLAN KEYPLAN 01 salel' -30 - -0• T th ree GREYSTONE consultant W W Wy U LU 0o O BVG Acquisitions, Inc. 10096 DESIGN DEVELOPMENT MAIN BUILDING FLOOR PLAN SECOND FLOOR OVERALL PLAN A2.02 01 THIRD LEVEL- FLOOR PLAN KgPLAN (D Aw th ree GREYSTONE consultant Co LL LU CD U C: m LU 0 07024 I BVG Acquisitions, Inc. I 10096 DESIGN DEVELOPMENT —ZA71BUILDING FLOOR PLAN THIRD FLOOR OVERALL PLAN A2.03 ------- ------ Id-- ----- 01 THIRD LEVEL- FLOOR PLAN KgPLAN (D Aw th ree GREYSTONE consultant Co LL LU CD U C: m LU 0 07024 I BVG Acquisitions, Inc. I 10096 DESIGN DEVELOPMENT —ZA71BUILDING FLOOR PLAN THIRD FLOOR OVERALL PLAN A2.03 01 FOURTH LEVEL- FLOOR PLAN NZP- le l •� ZO' -0' t th ree GREYSTONE consultant IM'1 �Ji. LU 2� A v U J � m O BVG Acquisitions, Inc. 10096 DESIGN DEVELOPMENT vac, MAIN BUILDING FLOOR PLAN FOURTH FLOOR OVERALL PLAN snu,nurneu: A2.04 air z s Wells, Wayne From: Alex Puerto [puerto @threearch.com] Sent: Thursday, April 03, 2008 11:38 AM To: Garriott, Kevin; Wells, Wayne Cc: Marc Mariano; Clint Ashworth; Dan Hammons Subject: 07024 Bella Terra - Roof plan and parapet walls To: Kevin Garriott and Wayne Wells City of Clearwater. Florida Page 1 of 1 • Per Marc Mariano's request, I am attaching to this message the Roof Plan and the typical wall section of the Main Building of the Bella Terra project. The design intent is to provide a pitch room with a slope 6:12 and including a continuous well to house mechanical equipment [please refer to roof plan]. The roof well creates a roof mansard that projects over the balconies and the slope produce a height of approx. 9' -0" a.f.f. [please refer to wall section]. Please feel free to call me back or reply me with your comments. Regards, 4040 N. Central a 51iito 200 Dall;hthT6 *as 752134 ' 'Te1c�i#ieri�i X14 �59�%74&lJ . lejtidro;E:,Pueita rtm61 214sS9;:0990 n puerwet reearclrc, m. aftlfuam; STATEMENT OF CONFIDENTIALITY: This message and any attachments are intended solely for the person or entity to which it is addressed and may contain confidential or privileged information. If the recipient of this message is not the addressee or a person responsible for delivering the message to the addressee, such recipient is prohibited from reading or using this message in any way. If you have received this message in error, please immediately reply to the sender saying so and delete the message from any computer. 2/9/2009 CONCRETE TILE ROOFII OVER ROOFINCI FELT C 12" CDX PLYWOOD DE 20 CIA COLD - FORMED PRE - MANUFACTURED TRUSS FRAMMCs NEADER/15EAK REFER STRUCTURAL EXTERIOR CEMENT PLASTER - DIRECT ESOP C4=RC COLUMN COVER 0 0 01) 0 0 parapet walls Page 1 of 1 0 0 Wells, Wayne From: Marc Mariano [mmariano @tbegroup.com] Sent: Wednesday, April 02, 2008 3:50 PM To: Wells, Wayne Subject: parapet walls Wayne, Refresh my memory; we had a conversation when you came to my office about parapet walls never being allowed to exceed 42 inches and the reasoning. If we proposed 48 inch parapet walls, above our roof, is that a problem? Let me know, Thanks, Marc Marc A. Mariano, AICP, PP Project Manager TBE Group, Inc. 380 Park Place Blvd, Suite 300 Clearwater, FL 33759 Direct: (727) 431 -1605 Fax: (727) 539 -1294 Mobile: (727) 492 -6750 Ranked in the Top 200 of ENR's Top 500 Design Firms Visit us at www.tbegroup.com A Please consider the environment before printing this e-mail. nnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnAAAAAAnnnnnnn Please Note:. Unless otherwise indicated or obvious from its nature, the information in this transmittal is confidential and is intended solely for the use of the individual(s) named above. If you, the reader of this message, are not the intended recipient, you are hereby notified that any dissemination, distribution, copying or forwarding of this transmittal is strictly prohibited. If you have received this transmittal in error, please advise the sender immediately and destroy the accompanying transmittal.. Thank you. 2/9/2009 • Wells, Wayne. From: Marc Mariano [mmariano @tbegroup.com] Sent: Monday, March 24, 2008 11:23 AM To: Wells, Wayne Subject: bella terra height • Page 1 of 1 Wayne, Thanks for coming out and meeting with us last Thursday. It was incredible helpful having you available face -to- face to go over the outstanding issues that EDSA had. Is there anything you need from me to assist you in making the determination of height? I can get you pdfs of the grading plan or building elevations if necessary. Let me know. Thanks, Marc Marc. A.. Mariano, AICP, PP TBE Group, Inc Project Manager Site Development 380 Park Place Blvd, Suite 300 Clearwater, FL 33759 727.431.1605 (office) 727.492.6750 (cell) 727.431.1777 (fax) www.tbegroup.com Please Note: Unless otherwise indicated or obvious from its nature, the information in this transmittal is confidential and is intended solely for the use of the recipients named above. If you, the reader of this message, are not the intended recipient, you are hereby notified that any dissemination, distribution, copying or forwarding of this transmittal is strictly prohibited. If you have received this transmittal in error, please advise the sender immediately and destroy the accompanying transmittal. Thank you. 2/9/2009 s MEMORANDUM TO: Community Development Board FROM: Wayne M. Wells, AICP go�j Planning III RE: Request for Time Extension FLD2008 -05012 — 2855 Gulf to Bay Boulevard DATE: September 7, 2010 0" Attached is information related to the request by Marc Mariano, AICP, Cardno TBE, Agent for BVG Acquisitions, Inc. (owner), for an extension of time relative to the above referenced project located at 2855 Gulf to Bay Boulevard. This application was originally approved by the Community Development Board on October 21, 2008. It is noted that, pursuant to Section 4 -407, the Planning Director has previously granted a one -year time extension in 2009. A one -year extension is being requested which would expire on October 21, 2011. Pursuant to Section 4 -407 of the Community Development Code, extensions of time "shall be for good cause shown and documented in writing." The Code further delineates that good cause "may include but are not limited to an unexpected national crisis (acts of war, significant downturn in the national economy, etc.), excessive weather - related delays, and the like." In this particular case, the applicant has indicated that the project is being delayed for economic reasons . as it relates to the downturn of the local and national economy. The Code further directs that the Community Development Board may consider whether, . significant progress on the project is being made and whether or not there _are : pending or... approved code amendments that would significantly affect the project Attachments: Letter of Request Time Extension Development Order December 24, 2009 Maps and Photos S: (Planning DepartmentlCD BIFLEX (FLD)IInactive or Finished ApplicationslGulf to Bay 2855 Bella Terra (C, 0& MDR) 2008.10 - Approved - WWI Gulf to Bay 2855 Time Extension Memorandum for 9.21. 10 CDB.doc Y 0 0 err Er 10 m ,a z g GULF -TO -BAY im■om■■■■■■mm■ w 3 �C I liLm LU IUU w f� u 3 � �I� Location Map Owner: BVG Acquisition Inc. j Case: FLD2008 -05012 i Site: 2855 Gulf to Bay Boulevard Property 31.12 Size(Acres): PIN Atlas Page: 17/29/16/03006/000 /0200 1 300A + B 0 r • LC 7_l? Llz1 _l T J— s .'k: AL M` 6 ,gyp.. zY x r.. °n.i: I ai �:•.` -tl* rye �1 Y �i R, a� J > 3. Aerial Alap C,wn --r: I BvG Accuisition Irc. Case: FLD2008 -05012 I Property Site: 2855 gulf t© Bay Boulevard 31.12 Size(Acres): PIN Atlas Page: 17/2 ?/16/03006/000/0200 1 300A + B T-1 N 565 rn ,OF AMR 7T.3-72 —I ti • • M ir w1h 405 7 404 28� 7 T1 3 FI- 4, P PN M R R T1 3 uT, �-M-- GULF-To- m 17777' Zoning Map Owner: BVG Acquisition Inc. case: FLD2008-05012 Site: 2855 Gulf to Bay Boulevard Property 31.12 1! Size (Acres): PIN: 17/29/16/03006/000/0200 Atlas Page: 300A + B • • Atlas Page: I 300A + B ' 0 407 :Retail ies ;sta4u*. ,414 I 405 Iq 411 ery Re IN, 00 %0 co t i N N N a s S GULF -TO -BAY BLVD U1141 an ant t" Retail Sal VaVant ealill -0 11 'Churac h Retail Sales, Vacani 565 Retail Sales a Fire 19ursin Stat Hodfg' Detacoed Dwelling Retail ;Sales Attached Dwellings .. 372 ......... .. ....... ti ti Existing Surrounding Uses Map Owner: BVG Acquisition Inc. Case: FLD2008-05012 Site: 2855 Gulf fo Bay Boulevard Property 31.12 Size (Acres): PIN: 17/29/16/03006/000/0200 Atlas Page: I 300A + B View looking E along N side of subject property 1. . , r r. T T1 1 View looking 14 at E side of subject property adjacent to Cress Blvd. 'thew looking'.--, at E side of drive aisle as the extension of Cross Blvd. S of ALF building 'a 9 View look ng W at parking lot on N side of subject property close to 'Julf to Bay Blvd. z_ TZA View looking SW at ALF buil -ling on subject -)roperty cl:)s:, to Gulf to Bay Blvd. View looking N at drive aisle Gs an extension of Cross Blvd_ c of ALF building 2855 Gulf to Bay Boulevard Sheet 1 of 4 FLD2008 -05012 View looking S at E aide - ) -crive aisle as the View looking NE at cxisti-i? - yfical attached View looking SW at mobi:e horses W of subject property 2855 Gsulf to Bay Boulevard FLD2-008 -05012 View looking N at existing typical attachel dwellings and parking areas (to be demolished) View looking N at parking areas W of adjacent nursing home on Cross Circle Sheet 2 of 4 View looking NE at SE corner of HarbourWood Nursing Homme from Cross Circle View looking NJ at S side of HarbourWood Nursing Horr_e f_--xn Cross Circle at Loving Lane View looking E from Sky Harbor Drive at entrance to subject property and HarbourWood Nursing Home 2855 Gulf to Bay Boulevard FLD2008 -0012 View looking S at HarbburW_-,:)d Nursing Home from Cross Circle View looking W from I ovine Lane at SE corner of HarbourWood Nursing 'Iome :-umpster area View looking S along Sky Ha----or Drive at Fire Station adjacent to V4 side of -ubject property Sheet 3 of 4 0--- View looking NW at commercial development N of subject property on N side of Gulf to Bay Blvd. View looking NE at commercial development E of subject property on N side of Gulf to Bay Blvd. 2855 Gulf to Bay Boulevard FLD2008 -05012 View looking N at commercial development N of subiect aronertv o-i N side cf Gulf to Bav Blvd. View looking E Lt Village Lin re- taurant E of subject property )-i E side of Cross Blvd. Sheet 4 of 4 Marc A. Mariano, AICP, PP Project .Manager Education/Training BS / Geography / W Virginia University, 1999 Internship / Study of Australian History & Culture / Australia Catholic University, 1999 Experience 9 Years Expertise Mr. Mariano offers a range of experience permitting and reviewing residential and non- residential land development projects for a variety of private and public sector clients. His educational and occupational planning background affords an effective and creative perspective during the site design process, as well as during the permitting and zoning approval portion of the land development process. • Certified Planner (AICP) and Licensed Professional Planning (State of New Jersey) • Over 9 Years of Land Use Planning Experience • Full Integration of Smart Growth Planning Techniques into Site Design Capabilities • Extensive Experience Implementing and Developing Comprehensive Plans, Land . • Development Ordinances and Redevelopment Plans Testified as an Expert Witness before Numerous Planning and Zoning Boards on Behaif of Private Clients TBE Group, Inc. — Clearwater, FL •. Project manager responsi -b 1 e for all subconsultant and in -house coordination elements of two park projects and a commercial land development project. • Provided testimony before the Hernando County Board of County Commissioners in support of a modification to a residential planned development project. • Coordinated efforts and provided land planning expertise to assist in the submittal of a rezoning application for a large scale mixed -use development project consisting of 1,500 residential units, 80,000 square feet of commercial space, 180,000 square feet of office space and 200 hotel rooms in the City of Tampa. Managed land planning efforts and administered comprehensive support in the production of an RFQ for the redevelopment of a 240 -acre land fill site in Pinellas County Offered guidance and ovbrsight and participated in the presentation of a RFP for a mixed -use development project in the City of Clearwater. Provide extensive client and business development functions to establish relationships with high - quality land development firms investing in the Tampa Bay region. Schoor DePalma, Inc. — Manalapan, NJ • Project Manager responsible for residential and non - residential land development projects ranging in use and scale. • Presented planning testimony in support of variances applications from municipal codes and ordinances • Submitted proposal and managed clients desirous of planning services to be provided as part of an inclusive land development application and for projects only requiring planning support. • Extensive experience writing planner reports, fiscal impact statements and community impact statements in support of; and in opposition of, various land development applications and public and private requests for ordinance amendments. • Author and co- author of township master plans and master plan revisions, zoning ordinances and ordinance revisions, affordable housing and fair snare plans and redevelopment plans for public and private clients. • Township and Planning Beard Planner for Ewing Township, Mercer County and Berkeley Township, Ocean County. City of Clearwater Planning Department — Clearwater, FL - April 2002 — March 2004 Planner 11 • Administered and presented Annexation, Comprehensive Land Use Plan Amendment, Rezoning and .Development of Regional Impact applications for review by the City Council, Board of County Commissioners and Department of Community Affairs. G R O U P 0 0 Marc A. Mariano - Resume Page 2 Assisted. applicants submitting site plan applications with compliance to the requirements of Cleat-water's Community Development Code and the Florida Building Code. Assisted with the writing of the Clearwater Downtown Redevelopment Plan; including the expansion of the Community Redevelopment Area and Tax Increment Financing District; a streetscape and wayfinding master plan; and design guidelines. City of Clearwater's planning representative on the Metropolitan Planning Organization's Technical Coordinating Committee; Pinellas Planning Council's Planner Advisory Committee; and the Pinellas Assembly's Annexation Policy /Guideline Task Force. Monmouth County Planning Board — Freehold, NJ - September 2000 — April 2002 • Reviewed site plan applications for consistency with the transportation element of the County's Growth Management Guide. • Assisted New Jersey Transit project managers on the feasibility of a rail -to -trail project. Aspen Systems Corporation — Rockville, MD - March 2000 — September 2000 Information Specialist, Office of Policy Development and Research (HUD) • Abstracted documents and periodicals for the Department of Housing and Urban Development's Office of Policy Development and Research. Devine Erby Mazlin — Sydney, New South Wales, Australia - June 1999 — July 1999 Internship with Planning and Urban Design Firm • Worked directly with Town Planners, Landscape Architects and Urban Designers on a thirteen — acre redevelopment project. • Analyzed and mapped traffic patterns and transportation links from project site to adjacent areas of the surrounding municipalities. Computer Skills • Proficient in all Microsoft Office Software Programs • ESRI ArcView GIS 9.0, 8.3, 8.0 & 3.2 and ArcEditor 8.3 & 9.0 i C. aouR • lD -Z(-N Db min LOUIS Roger Hilton, Jr. 16 Widgeon Place Safety Harbor, Florida 34695 Irhilton @tampabay.rr.com Business: 727.742.8758 CAREER OBJECTIVE President of Hilton Interests,- Inc., self - employed land use planning and development consultant (five years). EDUCATION Bachelor of Science. Eastern Michigan University, Ypsilanti, Michigan April 1979. Major Concentration: Economic Geography with Urban and Regional Planning emphasis and elective study in Land Use Design, and graphic arts. Minor Concentration: Sociology QUALIFICATIONS University background with technical, managerial and supervisory experience in research, data inventory and analysis and grant preparation and administration, development of comprehensive and strategic plan elements pursuant to Florida Statutes and Florida Administrative Code. Site plan and platting review process, building permitting, with civil engineering experience and knowledge in accordance with various land development codes, zoning regulations, grant preparation and administration, concurrency management, intergovernmental coordination, NFIP/FEMA Community Rating System Coordinator, and Hurricane Preparedness Program planning and participation. Persuasive oral and written skills. American Planning Association Member; Council for Urban Economic Development; National Development Council Accreditation, American Society of Geographers Member; Florida Planning and Zoning Member, Computer literacy: experience with several operating systems: DOS UNIX; Windows; Novell networking; BASIC Programming skills; WordPerfect, Word; Excel; Power Point; Group Wise; Lotus 1 -2 -3; Harvard Graphics; Power Point; Access; dBASE IV; Transportation modeling FSUI MS; Internet; and AUTOCAD applications; GIS applications. Twenty years of responsible planning and land development experience and land acquisition processes; redevelopment knowledge, managerial and supervisory skills, historic preservation program(s) administration; with two years cartographic supervisory experience; land planning design, land surveying and applied civil engineering experience. EMPLOYMENT HISTORY MAY 2001 — May 2006 Program Planner City of Largo Community Development Department 201 Highland Avenue P.O. Box 296 Largo, Florida 33779 -0296 SUPERVISOR Michael Staffopolous, Director (727) 393 -5636 • RESUME - page two Louis Roger Hilton, Jr. FEBRUARY 2000 — November 22, 2000 Community Development Director City of Indian Rocks Beach Community Development Department 1507 Bay Palms Boulevard City of Indian Rocks Beach, FL 33785 FEBRUARY 1983 — FEBRUARY 2000 Senior Planner City of Clearwater Economic Development Dept. P.O. Box 4748 Clearwater, Florida 33785 • SUPERVISOR Thomas E. Brobeil, City Manager City of Indian Rocks Beach 1507 Bay Palm Boulevard Indian Rocks Beach, FL 33785 (727) 595 -2517 SUPERVISOR Michael J. Roberto, City Manager Economic Development Department P.O. Box 4748 Clearwater, Florida 33785 (727) 562 -4586 EXPERIENCE, RESPONSIBIIXIUS AND ACCOMPLISHMENTS • Administration of . Building Permitting (SBCCI) and Inspections; Code Enforcement and Planning Activities • Preparation, development and maintenance of the Clearwater Comprehensive Plan • Evaluation and Appraisal Report preparation • Main Street Program and Downtown Development Board programs and activities • Planning and Zoning Board Representative • Preparation and development of the capital improvement budget and operating budget; • Sustainable Communities, New Urbanism Coordinator • Neighborhood conservation/Self Reliance programs • Historic preservation liaison to the community • Grant preparation and administration • Administration of State planning grants, Historic Preservation Grants, National Recreation Trails Grants • Site plan/plat review of residential and non - residential developments • Development of Regional Impact (DRI) Coordinator - review and compliance and Notices of Proposed Change to already existing DRIs • Preparation of Requests for proposals and qualifications (RFP /Q) • Economic Development Incentive programs including: Brownfields Program, CRA, and Enterprise Zone Program activities • Development Review Committee representative • General land use plan and zoning amendment scheduling and processing • Staff representative to the Historic Preservation Board; Planning and Zoning Board, Development Code Adjustment Board; Development Review Committee; MPO Technical Coordinating Committee; and the Clearwater City Commission • NFIP/FEMA Community Rating System Coordinator • Concurrency Management Coordinator — including long range transportation planning activities using FDOT and FSU/TMS software • Pinellas County Metropolitan Planning Organization (MPO) Planners Advisory Committee — MPO appointed MIS Technical Advisory Committee member • Pinellas Planning Council Planners Advisory Committee (PAC) 0 RESUME - page three Louis Roger Hilton, Jr. 0 • Disaster preparedness planning and Post Disaster Plans • Land Acquisition Processes in CRA — City of Clearwater • Project Development Manager for IMRglobal — 600,000 sq. ft. — Publicly traded, International Software Company — City of Clearwater • Project Development Manager for Hercules Hydraulics, Inc. — 74,000 sq. ft. — International commerce corporation — City of Clearwater • Initiated the annexation of over 2.5 square miles over $500 million in new tax revenue in less than two years - City of Largo EXPERIENCE MARCH 1981 - FEBRUARY 1983 CARTOGRAPHIC SUPERVISOR SUPERVISOR Martel Laboratories, Inc. William L. LeFever, 7100 30th Avenue North Defense Mapping Director St. Petersburg, Florida 33710 (727) 345 -0100 RESPONSIBILITIES • Supervision of 7 -14 cartographers in the color separation department • Defense Mapping Agency (DMA) • Aerial photo interpretation • National Wetlands Inventory • Individual employee training and development facilitator • Daily, weekly progress reports • Work product scheduling • Written and oral presentations • Graphic presentations EXPERIENCE JUNE 1979 - MARCH 1981 DESIGNER/LAND PLANNER SUPERVISOR Waitz & Frye, Inc. Galen Hofmann, P.E. Consulting Engineers and Planners Principal Engineer 2280 North U.S. HWY 19 Clearwater, Florida 34623 RESPONSIBILITIES • Residential site plan design. and engineering drawings design — sanitary sewer, drainage, water lines, curb and gutter, street design, fire hydrant assembly locations • Obtaining building permits • Platting preparation • Land Development Feasibility Reports • Research and application of codes and subdivision regulations • Design of planned developments — commercial and residential • Preliminary land evaluation assessment reports • Community Impact Statement Reports • Developments of Regional Impact (DRI) preparation in coordination with, state, regional and local government permitting agencies. 0 REFERENCES George Greer (Former Chairman, Pinellas County Commissioner) Circuit Judge 14500 49th Street N., Room 260 Clearwater, FL 33758 (727) 530 -6900 David P. Healey, AICP, Executive Director Pinellas Planning Council 600 Cleveland Street Clearwater, Florida 33756 (727)464 -8250 Anthony Shoemaker, Assistant County Administrator Hillsborough County 266' Floor, County Center Tampa, Florida 33601 -1110 (813) 301 -7204 Paula Harvey, AICP, Director Hillsborough County Planning and Growth Management 601 East Kennedy Boulevard P.O. Box 1110 Tampa, Florida 33601 -1110 (813) 276 -8351 • 0 0 MEMORANDUM TO: Members of the Community Development Board FROM: Wayne M. Wells, AICP, Planner III �IMJA/ DATE: October 21, 2008 RE: FLD2008- 05012, 2855 Gulf to Bay Boulevard To clarify the Staff recommendation, since Staff is not supporting a reduction to the setback and landscape buffer requirements along the east property line, the following underlined language is added: Based upon the above, the Planning Department recommends APPROVAL of the Flexible Development approval for the redevelopment of the overall 31.12 acre- property zoned Commercial (C) District, Office (0) District and proposed Medium High Density Residential (MHDR) District (companion rezoning Case No. REZ2008- 07007) to permit a total of 229 attached dwellings (Independent Living Units) (73 units existing to remain; 156 units proposed), a total of 40 nursing home beds (proposed) and a total of 170 beds of assisted living facility (94 beds existing to remain; 76 beds proposed); (A) In the Commercial (C) District with a lot area of 2.45 acres, a lot width of 200 feet along Gulf to Bay Boulevard (north) and a total of 210 feet along Cross Blvd, a front (north) setback along Gulf to Bay Blvd of four feet (to existing sign) and 28 feet (to existing pavement), a front (east) setback along Cross Blvd of one -foot (to existing pavement), a front (north) setback along Cross Blvd of 25 feet (to proposed guardhouse), a side (east) setback of five feet (to existing pavement), a side (west) setback of two feet (to existing pavement), a side (north) setback of zero feet (to existing pavement) and a building height of 81 feet (to roof deck of existing assisted living facility building), as a Comprehensive Infill Redevelopment Project in the Commercial (C) District, under the provisions of Section 2- 704.C; (B) In the proposed Medium High Density Residential (MHDR) District with a lot area of 28.33 acres, a lot width along Sky Harbor Drive of 282 feet, a reduction to the front (west) setback along Sky Harbor Drive from 25 to 21 feet (to existing building), a reduction to the side (west) setback at the southeast corner of the adjacent nursing home parcel from 10 to five feet (to proposed pavement), an increase to building height from 30 to 82 feet (to top of roof of proposed building) and a reduction to the required number of parking spaces from 583 to 426 parking spaces, as a Residential Infill Project under the provisions of Section 2- 304.G; and (C) Reductions to perimeter buffers along Cross Blvd (east) from 10 feet to one -foot (to existing pavement), along the west side from five to two feet (to existing pavement), along the north side from 10 feet to zero feet (to existing pavement) and at the southeast corner of the adjacent nursing home parcel from 10 feet to five feet (to proposed pavement), as a Comprehensive Landscape Program under the provisions of Section 3- 1202.G, and DENIAL of a reduction to the side (east) setback from 10 to five feet (to existing pavement, ) and a reduction to the perimeter buffers along the east side from seven to five feet (to existing pavement), with the following conditions: Conditions of Approval: 1. That approval of this application is subject to the approval of the companion rezoning Case No. REZ2008- 07007; 2. That the final design and color of the building be consistent with the conceptual elevations approved by the CDB; 3. That a subdivision plat be required to be approved for any future division of this property into additional lots; 4. That the existing eight -story ALF building zoned Commercial District be limited to a maximum of 94 beds and the new building be limited to a maximum of 76 ALF beds and 40 nursing home beds; FLD2008 -05012 — Page 1 of 2 5. That, prior to the issuance of any permits, the applicant assist the City with resolving the address issue for the adjacent HarbourWood Nursing Home created by the gating of the subject property; 6. That approval of this application does not waive full compliance with the parking, landscaping or underground utility requirements for the ALF area zoned Commercial District and the northern and western areas where existing attached dwellings are being retained as part of this application, however, full compliance is expected when these existing areas are redeveloped in the future; 7. That landscaping that has died or been removed without approvals identified under Case No. CDC2008 -02198 be replaced as part of the construction of these improvements, unless it is determined by the Planning Department that replacement be initiated at an earlier date; 8. That, prior to the issuance of any permits, civil and landscape plans be revised to provide a 10 -foot wide setback and landscape buffer along the eastern property line; 9. That, prior to the issuance of building permits for the duplex buildings, mechanical equipment for these new duplex buildings be screened from view in accordance with Code requirements; 10. That existing overhead utilities serving buildings along the north and west sides of the site that are being retained under this proposal be placed underground when these areas are redeveloped; 11. That any freestanding signage be a monument -style sign, designed to match the exterior materials and colors of the building, and be limited to a maximum height of six feet; 12. That, prior to the issuance of any permits, the applicant resolve water, sewer and fire line issues with the Engineering and Fire Departments; 13. That, prior to the issuance of any permits, compliance with all requirements of General Engineering, Traffic Engineering and Stormwater Engineering be met; and 14. That any applicable Public Art and Design Impact Fee be paid prior to the issuance of any permits. S. IPlanning DepartmentlCD BIFLEX (FLD)IPending casesl Up for the next CDBIGutrto Bay 2855 Bella Terra on the Bay (C, 0& MDR) - ,10.21.08 CDB - WWIGuIf to Bay 2855 Memo - Revised StaffRecommendation 10.21.08.doc FLD2008 -05012 — Page 2 of 2 � J CDB Meeting Date: October 21, 2008. �° A Case Number: FLD2008 -05012 J� Agenda Item: D2 Owner /Applicant: BVG Acquisition Inc. Representative: Marc. Mariano and Bryan Zarlenga, Tampa Bay En ni�g Group Inc. Address: 2855 Gulf -to -Bay Boulevard CITY OF CLEARWATER PLANNING DEPARTMENT STAFF REPORT GENERAL INFORMATION: REQUEST: Flexible Development approval for the redevelopment of the overall 31.12 acre - property zoned Commercial (C) District, Office (0) District and proposed Medium High Density Residential (MHDR) District (companion rezoning Case No. REZ2008- 07007) to permit a total of 229 attached dwellings (Independent Living Units) (73. units existing to remain; 156 units proposed), a total of 40 nursing home beds (proposed) and a total of 170 beds of assisted living facility (94 beds existing to remain; 76 beds proposed); (A) In the Commercial (C) District with a lot area of 2.45 acres, a lot width of 200 feet along Gulf to Bay.Boulevard (north) and a total of 210 feet along Cross Blvd, a front (north) setback along Gulf to Bay Blvd of four feet (to existing sign) and 28 feet (to existing pavement), a front (east) setback along Cross Blvd of one -foot (to existing pavement), a front (north) setback along Cross Blvd of 25 feet (to proposed guardhouse), a side (east) setback of five feet (to existing pavement), a side (west) setback of two feet (to existing pavement), a side (north) setback of zero feet (to existing pavement) and a building height of 81 feet (to roof deck of existing assisted living facility building), as a Comprehensive Infill Redevelopment Project in the Commercial (C) District, under the provisions of Section 2- 704.C; (B) In the proposed Medium High Density Residential (MHDR) District with a lot area of 28.33 acres, a lot width along Sky Harbor Drive of 282 feet, a reduction to the front (west) setback along Sky Harbor Drive from 25. to 21 feet (to existing building), a reduction to the side (east) setback from 10 to five feet (to existing pavement), a reduction to the side (west) setback at the southeast corner of the adjacent nursing home parcel from 10 to five feet (to proposed pavement), an increase to building height from 30 to 82 feet (to top of roof of proposed building) and a reduction to the required number of parking spaces from 583 to 426 parking spaces, as a Residential Infill Project under the provisions of Section 2- 304.G; and (C) Reductions to perimeter buffers along Cross Blvd (east) from 10 feet to one -foot (to existing pavement), along the east side from seven to five feet (to existing pavement), along the west side from five to two feet (to existing pavement), along the north side from 10 feet to zero feet (to existing pavement) and at the southeast corner of the adjacent nursing home parcel from 10 feet to five feet (to proposed pavement), as a Comprehensive Landscape Program under the provisions of Section 3- 1202.G. Community Development Board — October 21, 2008 FLD2008 -05012 — Page 1 of 1 • CURRENT ZONING: Commercial (C) District, Office (0) District and Medium Density Residential (MDR) District (proposed to be rezoned to Medium High Density. Residential [MHDR] District under Case No. REZ2008- 07007) CURRENT FUTURE Commercial General (CG), Residential /Office General (R/OG) and LAND USE CATEGORY: Residential Medium (RM) PROPERTY USE: Current Use: 229 Attached Dwellings (Independent Living Units) and a 94 -bed Assisted Living Facility Proposed Use: 229 Attached Dwellings (Independent Living Units) (73 units existing to remain; 156 units proposed), a total of 40 Nursing Home beds (proposed) and a total of 170 beds of Assisted Living Facility (94 beds existing to remain; 76 beds proposed). EXISTING North: Commercial (C) District SURROUNDING Retail sales, restaurant and automobile service station uses ZONING AND USES: South: N/A Water (Tampa Bay) East: Commercial (C). and Medium Density Residential (MDR) Districts Restaurant, detached dwelling and vacant land West: Commercial (C), Medium High Density Residential (MHDR), Institutional (1) and Mobile Home Park (MHP) Districts Retail sales, nursing home, fire station and mobile home uses UPDATE: Due to an advertising error, the CDB continued this application from the September 16, 2008, to the October 21, 2008, CDB meeting. ANALYSIS: Site Location and Existing Conditions: The 31.12 total acres is generally located at 2855 Gulf -to -Bay Boulevard (south side of Gulf -to -Bay 'Boulevard between Cross Boulevard [east] and Sky Harbor Drive [west]). The overall site has three zoning districts, including 2.45 acres in the northeast corner of the site adjacent to Cross Boulevard zoned Commercial (C) District, 0.34 acres in the northwest corner of the site adjacent to Sky Harbor Drive zoned Office (0) District and the remaining 28.33 -acres zoned Medium Density Residential (MDR) District. The. area that is zoned C District is currently developed with an eight -story, 94 -bed Assisted Living Facility (ALF) that will not be changed with this proposal. The area zoned O District is currently vacant land and the balance of the site, currently zoned MDR District, is developed with 62 single -story, attached dwelling buildings with a varying number of units in each building (total of 229, units) that have existed since. the mid- 1960's. The site is heavily. wooded. On December 14, 2001, the Community Development Board (CDB) approved Case No. FL 01- 10 -33, a request to Terminate the Status of Nonconformity for the existing 94 -bed ALF in the. northeast corner of the subject property. The owners had anticipated selling off the northeast 2.45 acres with this ALF to a separate entity (which has not occurred).. The adjacent HarbourWood Nursing Home was originally part of the subject property and has the same address as the subject property (2855 Gulf -to -Bay Boulevard). On April 21, 1994, City. Council approved a Zoning Atlas Amendment (Case Number Z94 -02) to Multiple - Family Residential "Sixteen" Community Development Board — October 21, 2008 FLD2008 -05012 — Page 2 of 2 (RM -16) for this 2.71 -acre area to increase the allowable density to permit the construction of a 120 -bed nursing facility at this site. On January. 5, 1996, the final site plan for Bayview Nursing Pavilion was approved which reflected the amended zoning district. Since then this facility functioned and operated with the approved density. With the adoption of the Community Development Code in January 21, 1999, the RM -16 zoning district was reclassified as the MDR District. The MDR District does not specifically authorize nursing homes as an allowable use in the District. As a result, the Bayview Nursing Pavilion became. a nonconforming use. Intending to sell the nursing home to a separate entity, the owners requested a rezoning of the 2.71 -acre area from MDR District to MHDR District for the purpose of having the nursing home as a conforming use (permitted in the MHDR District) under Case No. Z 01 -05- 01. This was subsequently rezoned by City Council and later sold to a separate entity. Since this nursing home (now the HarbourWood Nursing Home) does not front on a public road, the nursing home is accessed by an access easement. There are also other easements that provide for utilities and drainage, as well as for signage at the entrance on Sky Harbor Drive. Those properties immediately adjacent to the north that are on the south side of Gulf -to -Bay Boulevard are zoned C District and are developed with a restaurant and retail sales uses. The property immediately west of the ALF building is zoned C District and is currently vacant. Properties to the north across Gulf - to -Bay Boulevard are zoned C District and are developed with a variety of commercial uses, including restaurants, retail sales, an automobile service station and vehicle sales. The property to the east across Cross Boulevard is developed with a restaurant adjacent to Gulf -to -Bay Boulevard (zoned C District). The balance of the adjacent property to the east is zoned MDR District and is primarily vacant, but does include three detached dwellings close to the water. Properties to the west are developed with retail sales uses (Clearwater Mall; zoned C District), a City Fire Station (zoned Institutional (1) District) and a mobile home park (zoned Mobile. Home. Park (MHP) District). Development Proposal: The proposal is to redevelop the site by replacing 44 of the existing 62 attached dwelling buildings with a new, state -of -the -art building that will provide high quality adult living services to its residents. The existing eight -story, 94 -bed ALF building in the northeast corner of the site (zoned C District) will be retained, as well as 18 of the existing attached dwelling buildings containing 73 units along the northern and western portions of the site. These existing buildings to be retained as part of this development proposal may be replaced in the future, but any future proposal will need to meet Codes in effect at that future time. The proposal includes the construction of a new building that will have 138 attached dwelling units, 76 ALF beds and 40 nursing home beds. The majority of the property is currently zoned MDR District, which does not permit nursing home uses. In order to permit the inclusion of the 40 nursing home beds within the new building, the applicant is requesting to rezone the area from MDR District to MHDR District, which permits nursing home uses (Case No. REZ2008- 07007).. The development proposal includes a side setback reduction for that portion of the property requested to be rezoned to MHDR District along the east property line from 10 feet to five feet (to existing pavement) and on the west side at the southeast corner of the adjacent nursing home parcel from 10 to five feet (to proposed pavement). The proposal also includes a height increase from 30 to 82 feet for the new building and the construction of a total of nine duplex attached dwelling buildings along the southern portion of the site closer to the water (six duplex buildings) and just south of the existing ALF building (three duplex buildings). These duplex buildings will provide residents with the highest level of independent living and will include garage parking. The development proposal further includes the retention of the vehicular circulation pattern through the private drives generally as they presently exist, the gating of the property with a manned entry gate south of Cross Boulevard and the installation of gates on Cross Circle to the south of the HarbourWood Nursing Home and north of the drive that goes out to Sky Harbor Drive, as well as the relocation of Community Development Board — October 21, 2008 FLD2008 -05012 — Page 3 of 3 0 0 Loving Lane from south of the HarbourWood Nursing Home, where it presently exists on the HarbourWood Nursing Home property, to south of the HarbourWood Nursing Home property. The development proposal's compliance with the. various development standards of the Community Development Code (CDC) is discussed below. Densi : Pursuant to CDC Section 2- 701.1, the maximum residential density for properties with a designation of Commercial General (CG) land use is 24 dwelling units per acre. Pursuant to CDC. Section 2- 1001.1, the maximum residential density for properties with a future land use plan designation of Residential /Office General (R/OG) is 15 dwelling units per acre. Finally, pursuant to CDC Section 2- 401.1, the maximum residential density for properties with a future land use plan designation of Residential Medium (RM) is 15 dwelling units per acre. Based on the size of each land use area of the site, a maximum of 487 dwelling units are possible. on this overall site. When ALF and nursing home beds are equated to dwelling units (70. units), coupled with the existing/proposed 229 attached dwellings, a total of 299 dwelling units are proposed under this proposal, which is consistent with the Countywide Future Land Use Plan with regard to the maximum allowable density. Impervious Surface Ratio (I.S.R.): Pursuant to CDC Section 2- 701.1, the maximum allowable. I.S.R. in the Commercial General (CG) ' category is 0.95. Pursuant to Section 2- 1001.1 (Residential /Office. General [R/OG] category) and Section 2 -401.1 (Residential Medium [RM] category) of the Community Development Code, the maximum allowable I.S.R. in these two land use categories is 0.75. The overall existing I.S.R. is 0.382, while the proposed I.S.R. is 0.431 (based on the overall land area with CG, R/OG and RM land use categories), which is consistent with the Code provisions. Minimum Lot Area and Width: Pursuant to CDC Table 2 -704 (C District), there is no minimum lot area and width for a Comprehensive Infill Redevelopment Project use. Comparatively, for those uses listed in CDC. Table 2 -704, the minimum lot area ranges from a low of 3,500 square feet to as much as 40,000 square feet, while the minimum lot width ranges from a low of 30 feet to as much as 200 feet. That portion of the subject property zoned C District is approximately 106,722 square feet (2.45. acres) in area and has a lot width of 200 feet along Gulf -to -Bay Boulevard (north) and a total of 210 feet along Cross Boulevard. The lot area and lot width for this portion of the proposal is consistent with these Code provisions. Likewise, pursuant to CDC Table 2-404 (MHDR District), there is no minimum lot area or lot width for a Residential Infill Project use.. Comparatively, for uses listed in CDC Table 2-404, the minimum lot area is generally 15,000 square feet, while the minimum lot width is generally 150. feet. For that portion of the property proposed to be rezoned to MDR District, this is 28.33 acres in area with a lot width along Sky Harbor Drive of 282 feet. The lot area and lot width for this portion of the proposal is consistent with these Code provisions. It should be noted that the selling off of the 2.71 -acre nursing home area did not trigger the requirement to file a subdivision plat, as a subdivision is the division of a lot into three or more lots. However, should there be a desire to sell off another portion of the property, a subdivision plat will be required to be filed and approved by the City (such as the possibility of selling off the area containing the high -rise ALF commercially -zoned portion of this site). Minimum Setbacks: Due to the value of the proposed improvements, in accordance with CDC Section 3- 1401.B.3, the subject property must be brought into full compliance with the parking requirements of the Code, which includes required setbacks. Pursuant to CDC Table 2 -704 (C District), there are no required setbacks for a Comprehensive Infill Redevelopment Project use. However, from a comparative standpoint, for those uses in CDC Table 2 -704, the minimum front setback ranges between 15 — 25 feet, Community Development Board — October 21, 2008 FLD2008 -05012 — Page 4 of 4 the minimum side setback ranges between 0 — 10 feet and the minimum rear setback ranges between 10 — 20 feet. An ALF use is not listed in the C District, and although its status as a nonconforming use was terminated through Case No. FL 01- 10 -33. in 2001, there are no comparative setbacks for an ALF in the C District. The proposal includes a front (north) setback along Gulf -to -Bay Boulevard of four feet (to existing sign) and 28 feet (to existing pavement), a front (east) setback along Cross Boulevard of one -foot (to existing pavement), a front (north) setback along Cross Boulevard of 25 feet (to proposed guardhouse), a side (east) setback of five feet (to existing pavement), a side (west) setback of two feet (to existing pavement) and a side (north) setback of zero feet (to existing pavement). With the exception of the proposed guardhouse, which has been designed to be set back 25 feet from the. front property line at Cross Boulevard, all setbacks are to existing improvements (sign or pavement).. Along the eastern property line, the site abuts an existing restaurant. The side setback to pavement within the Commercial District along the east property line south of Cross Boulevard should follow the side setback the CDB approves for the proposed MHDR District area (see discussion below). Likewise, pursuant to CDC Table 2-404 for the proposed MHDR District, required setbacks for a Residential Infill Project use are 10 - 25 feet front, 0 — 10 feet side, and 0 — 15 feet rear. The proposal includes a reduction to the front (west) setback along Sky Harbor Drive from 25 to 21. feet (to existing building), a reduction to the side (east) setback from 10 to five feet (to existing pavement) and a reduction to the side (west) setback at the southeast corner of the adjacent nursing home parcel from 10 to five feet (to proposed pavement). The applicant is not proposing to redevelop the northern area at this time. The request to reduce the front setback adjacent to Sky Harbor Drive to 21 feet recognizes the existing location of the attached dwelling building. Adequate buffering exists at this location to this building to mitigate any negative impacts. Along the eastern property line, the site abuts an existing detached dwelling on primarily vacant property. The existing pavement of the internal drive for this property is located five feet from the eastern property line. The proposal includes the installation of a six -foot high decorative. fence as well as the installation of landscaping for buffering purposes within this existing five -foot wide area. The applicant is requesting a reduction to the required side setback to the existing five feet along this eastern property line. It should be noted that under the existing Medium Density Residential (MDR) District the side setback is only five feet. The increase to the required side setback of 10 feet, and the resultant request to reduce the side setback to five feet along this east side property line, is a result of the applicant's request to rezone this portion of the property to MHDR District to permit the nursing home component. While there exist established trees in close proximity to this eastern property line and pavement, it is Staff's determination that the 10 -foot setback along this eastern property line can be provided due to the requirement to meet current Code requirements. Staff does acknowledge that the roadway has existed at this location at the five -foot setback since the mid- 1960's and has not caused any negative impacts to- date (without the buffer landscaping proposed with this application). In order to provide the full 10 46ot setback, the existing roadway and parking area on the west side of the roadway would need to be moved westward five feet. While there will be impacts to existing trees on both the east and west side of this roadway, these impacts are not severe enough to damage the adjacent existing trees. As such, Staff cannot support the requested reduction to the side setback at this location along this eastern property line. The proposal includes a reduction to the side. (west) setback at the southeast corner of the adjacent nursing home parcel from 10 to five feet (to proposed pavement) due to the proposed realignment of Loving Lane. A six -foot high decorative fence and extensive landscaping is proposed adjacent to the HarbourWood Nursing Home. Staff does not have an issue with the reduction to the side setback at this location. In the future, the applicant intends to redevelop the existing ALF area, zoned C District, in the northeast corner of the site and the northern and western portion of the site where existing attached dwellings are Community Development Board — October 21, 2008 FLD2008 -05012 — Page 5 of 5 0 0 presently being retained. These existing areas have structures close to property lines not meeting required setbacks. Staff does not generally have a problem with not bringing some of these existing areas into full compliance with required setbacks at this time, but expects full compliance in the future when these areas are redeveloped. Maximum Buildin Height: Pursuant to CDC Table 2-404, the allowable height for a Residential Infill Project is 30. feet, but this height may be varied based on compliance with the Residential Infill Project criteria. The proposal includes a height increase from 30 to 82 feet. This site has substantial changes in existing grades. The applicant has calculated the average contour level for this site at 12 feet. The proposed building is primarily a four -story building. Due to slopes on this site, the east side of the building will have a garden level, which will be five stories on this side of the building. A portion of the west side of the building is designed with only three floors. The overall height of 82 feet is also measured to the highest top of towers for the new building. From the average grade level, the building is 70.5 feet to the top of the parapet roof. Some of the towers above the roof are for elevators, stairs and mechanical rooms (which by Code may be a maximum of 16 feet above the flat roof), while others are purely decorative. The adjacent HarbourWood Nursing Home is two stories in height and the commercial uses along Gulf - to -Bay Boulevard are generally one -story in height. The detached dwelling to the east of the property is one -story in height and the mobile homes to the west of this site are also one -story in height.. The adjacent fire station appears more as a two -story building due to the height necessary for the fire trucks.. As stated earlier, the existing ALF building on this site is a total of eight- stories, although it would be viewed from Gulf -to -Bay Boulevard as seven stories. The existing ALF building is. 81 feet in height to the flat roof deck. With the grade changes of the site, where the highest grades are, close to Gulf -to -Bay Boulevard, coupled with the existing commercial buildings fronting on Gulf -to -Bay Boulevard screening views of the proposed building, the impact of this building will not appear as tall as it is advertised. The location of the building is more toward the middle to southern portion of the site, further reducing the height impacts from Gulf -to -Bay Boulevard. Staff finds the proposed new building compatible with the surrounding uses and the heights of these adjacent uses. Minimum Off - Street Parking: Pursuant to CDC Table 2-404, the minimum off - street parking required for Residential Infill Projects is two spaces per dwelling unit, but the standard is a guideline that may be varied based on the Residential Infill Project criteria of Section 2404.F. The proposal includes a total of 229 attached dwelling units (independent living units) and a total of 116 new beds within the ALF and nursing home. These ALF and nursing beds equate to 39 dwellings based on conversion ratio of three beds equaling one dwelling unit.. The 229 attached dwelling units and 39 equivalent dwelling units for the ALF and nursing home beds total 268 units. At two spaces per dwelling unit, a total of 536 parking spaces are required for the residentially zoned area. At a comparative parking ratio of one off - street parking space for each two beds in the ALF in the C District (94 existing beds), there are an additional 47 off - street parking spaces required. For all uses on the subject property, there are a total of 583 required off - street parking spaces. The development proposal includes a reduction to the required number of off - street parking spaces from 583 to 426. The applicant has submitted a Parking Sufficiency Study that has analyzed the existing conditions and the proposed development, relating to parking demand. There are a total of 307 existing parking spaces serving the existing 229 attached dwelling units and 94 ALF beds in the high -rise structure at the northeast corner of the site. The proposal includes a total of 426 off - street parking spaces to support all of the end -users of the site (existing to remain and new units). Based upon the existing number of beds and dwelling units, as compared to the proposed number of beds and dwelling units, a total of 505 off - street parking spaces would be required by current Code for the existing conditions, versus a total of 583 off- street parking spaces for the proposed conditions. The Study indicates that the Community Development Board — October 21, 2008 FLD2008 -05012 — Page 6 of 6 existing parking provided in close proximity to the existing uses of the site is 0.49. spaces per bed for the existing ALF and 0.87 spaces per dwelling unit for the attached dwellings. With the proposal, the proposed off - street parking for the existing ALF will remain at 0.49 spaces per bed, proposed off - street parking for the attached dwellings to remain in the northern and western portions of the site not being redeveloped will have 1.15. spaces per dwelling unit, proposed parking for the proposed nursing home and ALF beds will have 0.50. spaces per bed and the new attached dwellings will have 1.52 spaces per dwelling unit. The Study also analyzed parking needs for a similar senior living facility in Gainesville, Florida, and based upon the Institute of Traffic Engineer's Parking Generation, 3rd Edition. The Study concludes that these comparative analyses confirm that the parking provided under this proposal will exceed the parking demands for residents, guests and facility. staff. Planning Staff agrees with the findings of the Parking Sufficiency Study. The existing development fronts on Gulf -to -Bay Boulevard, Cross Boulevard and Sky Harbor Drive. Cross Boulevard extends only 150 feet south of Gulf -to -Bay Boulevard and dead ends into this development. Cross Boulevard provides access to the parking area north of the existing ALF building and access to the Village Inn Restaurant at the southeast corner of this intersection. Cross Boulevard otherwise continues southerly onto the subject property as a private drive (Cross Circle). Cross Circle provides access to units around the perimeter of the property, including the HarbourWood Nursing Home, and to Sky Harbor Drive. An interior drive (Loving Lane) bifurcates the property to the east and south of the HarbourWood Nursing Home. The proposal includes retaining the vehicular circulation pattern through the private drives in their basic locations as they presently exist as well as gating the property with a manned entry gate south of Cross. Boulevard, and relocating Loving Lane from south of the HarbourWood Nursing Home, where it presently exists on the HarbourWood. Nursing Home property, to south of the HarbourWood Nursing Home property. This relocation will convert the existing Loving Lane on the south side of the HarbourWood Nursing Home into a dead end drive. The proposal also includes the installation of gates on Cross Circle to the south of the HarbourWood Nursing Home and on Cross Circle north of the drive that goes out to Sky Harbor Drive. The installations of these gates continue to provide. access for the HarbourWood Nursing Home from Sky Harbor Drive. However, access from Cross Boulevard to the HarbourWood Nursing Home will be severed. As stated earlier, the HarbourWood Nursing Home. and Bayview Gardens developments share the same 2855 Gulf -to -Bay Boulevard address. There do exist building permit issues due to both properties having the same address. Either the address for the HarbourWood Nursing Home or the address for the subject property should be changed to eliminate this confusion. However, changing the address for the HarbourWood Nursing Home poses significant operational issues for the nursing home due to Medicare payment schedules and regulations, as an address change means Medicare payments would be halted for approximately three months. During this time the address is being approved and changed by Medicare, the nursing home would need to float their operating cost by the nursing home, placing a significant burden on the owners /management of the HarbourWood Nursing Home. This address issue continues to be unresolved. Staff has recommended a condition of approval that this address issue be acceptably resolved prior to the issuance of any permits for this project. Mechanical Equipment: Pursuant to CDC Section 3- 201.D.1, all outside mechanical equipment must be screened so as not to be visible from public streets and/or abutting properties. The applicant is proposing mechanical equipment to be located on. the flat roof of the new building, where parapet roofs will screen such mechanical equipment.. The location of mechanical equipment for the nine new duplex units is not indicated on the plans, but may be expected to be located on the ground. The mechanical equipment for these duplex units must be screened from view in accordance with Code requirements and should be included as a condition of approval.. Based upon the above, the development proposal is consistent with the Code with regard to screening of outdoor mechanical equipment. Community Development Board — October 21, 2008 FLD2008 -05012 — Page 7 of 7 Sight Visibility Triangles: Pursuant to CDC Section 3- 904.A, to minimize hazards at the driveway intersection with Gulf -to -Bay Boulevard, no structures or landscaping may be installed which will obstruct views at a level between 30 inches above grade and eight feet above grade within 20 -foot sight visibility triangles. The proposed site and landscape design meets this requirement. Utilities: Pursuant to CDC Section 3 -911, for development that does not involve a subdivision, all utilities, including individual distribution lines, shall be installed underground unless such undergrounding is not practicable. The civil site plan for this proposal indicates that all on -site electric . and communication lines for the new building will be placed underground in conformance with this Code requirement. Existing overhead utilities for the buildings along the north and west sides being retained will remain overhead until these areas are redeveloped.. Landscaping_ Pursuant to CDC Section 3- 1202.D.1, this site is required a 15 -foot wide landscape buffer along Gulf -to -Bay Boulevard, a 10 -foot wide landscape buffer along both Cross Boulevard and Sky Harbor Drive, a 10 -foot wide buffer (or seven -foot wide with a .decorative fence /wall) adjacent to. nonresidential uses and a 10 -foot buffer adjacent to attached dwellings or like uses. This proposal includes reductions to perimeter buffers along Cross Boulevard (east) from 10 feet to one -foot (to existing pavement), along the east side from seven to five feet (to existing pavement), along the west side from five to two feet (to existing pavement), along the north side from 10 feet to zero feet (to existing pavement) and at the southeast corner of the adjacent nursing home parcel from 10 feet to five feet (to proposed pavement). Due to the deteriorating condition of the attached dwelling buildings on this campus, the redevelopment of this site has been crafted from a site and building design to maintain site roadway circulation in their current locations to minimize loss of tree canopy. The site is heavily wooded with primarily oaks. Instead of creating many buildings across this campus similar to what exists, the applicant has chosen to create one new building with multiple stories to minimize the impacts on these existing trees.. While. there will be efficiency from a building standpoint to having the residents in one building, there is also site efficiency with this design by minimizing the building footprint on the site. Parking areas for the new building will be landscaped to meet Code requirements. Due to the value of the proposed improvements, in accordance with CDC Section 3- 1202.A.3, the subject property must be brought into full compliance with the landscape requirements of the Code.. The proposal is to construct a new building with the new parking areas meeting those landscape requirements. There are existing areas of the site that are not proposed for redevelopment where landscaping does not meet these current Codes. In the future the applicant intends to redevelop the existing ALF area, zoned C District, in the northeast corner of the site and the northern and western portion of the site where existing attached dwellings are being retained. These existing areas have structures close to property lines within required buffers. The applicant is enhancing landscaping along the frontages adjacent to. Gulf -to -Bay Boulevard and Sky Harbor Drive, as these areas are those viewed by the traveling public along these roadways. Staff does not generally have a problem with not bringing some of these existing areas into full compliance at this time, but expects full compliance in the future when these areas are redeveloped. Adjacent to Gulf -to -Bay. Boulevard, the existing parking lot for the ALF building is set back 28 feet from the front property line, exceeding the 15 -foot required landscaped buffer. This existing parking lot is screened from view of Gulf -to -Bay Boulevard and Cross Boulevard by a six -foot high masonry wall. Existing landscaping on the outside of this screen wall is being enhanced along Gulf -to -Bay Boulevard, as this is the primary entrance to this property. Since the pavement of this parking lot exists one -foot off the front property line of Cross Boulevard, the request includes a reduction to the required 10 -foot landscape buffer along this roadway, as there is little area for enhanced landscaping. The existing hedge on the outside of the screen wall is being retained. Likewise, this existing parking lot is located two feet from the west property line, encroaching into the required five -foot perimeter buffer. There is an existing Community Development Board — October 21, 2008 FLD2008 -05012 — Page 8 of 8 0 hedge and other landscaping on the west side. of this parking lot. The property to the west of this existing parking lot is currently vacant (except for a billboard). Along the eastern property line, the site abuts an existing restaurant and primarily vacant property zoned for attached dwellings. A 10 -foot wide perimeter buffer, or seven -foot wide with a decorative fence /wall, is required along this eastern property line adjacent to nonresidential uses. Adjacent to attached dwellings or like uses (which Staff is considering the primarily vacant property to the east), a 10 -wide perimeter buffer is required. The existing pavement of the internal drive for this property is located five . feet from the eastern property line. The proposal includes the installation of a six -foot high decorative. fence as well as the installation of a continuous hedge and trees (planted where there are gaps within the existing tree canopy) within this existing five -foot wide area along the east property. line. The. applicant is requesting a reduction to the required buffer along this property. line from seven feet adjacent to the restaurant and from 10 feet for the primarily vacant property to the existing five -foot width. Any decision by the CDB regarding the buffer width along the east property line should be made in concert with the decision on the required side setback along this eastern property line (see also discussion under "Minimum Setbacks" above). While there exist established trees in close proximity to this eastern property line and pavement, it is Staff's determination that the seven -foot wide and 10 -foot wide buffer (and side setback to pavement) along this eastern property line can be provided. Staff does acknowledge that the roadway has existed at this location at a five -foot distance since the mid- 1960's and has not caused any issues to -date. In order to provide the full seven -foot wide and 10 -foot wide buffer, the existing roadway and parking area on the west side of the roadway would need to be moved westward two to five feet (depending on the decision regarding the required side setback to be applied). While . there will be impacts to existing trees on both the east and west side of this roadway, these impacts are not severe enough to damage the adjacent existing trees. As such, Staff cannot support the requested reduction to the perimeter buffer at this location along this eastern property line. Any approval of this application should include a condition requiring the full seven -foot and 10 -foot wide buffer along this eastern property line. The applicant is enhancing the perimeter buffer along the western property line adjacent to the City's Fire Station, HarbourWood Nursing Home and the. mobile home park. The required 10 -foot wide buffer is being maintained along this western property. line, except in one location. The proposal includes a reduction to the perimeter buffer from 10 to five feet at the southeast corner of the adjacent nursing home parcel for the realignment of Loving Lane. A six -foot high decorative fence is proposed adjacent to the HarbourWood Nursing Home. Extensive landscaping is proposed along the common property line with the nursing home. An existing six -foot chain link fence along the west property line adjacent to the mobile home park will be retained and extensive landscaping installed as part of the perimeter buffer to screen views of adjacent buildings and parking spaces. Staff does not have any issues with the reduction to the buffer width at this location. As part of the City's landscape re- inspection process, landscape materials have died or been removed without permits and have not been replaced to comply with approved landscape plans on file with the City, as identified under Case No. CDC2008- 02198. Replacement of these landscape materials will be required as part of the proposed construction of the improvements under this proposal, .unless it is determined by the Planning Department that replacement should be initiated at an earlier date. Solid Waste: With this redevelopment proposal, the applicant is proposing a compactor solid waste dumpster within an enclosure on the west side of the new building as part of the loading area. Trash throughout the campus will be collected by maintenance employees and disposed in the compactor. The proposal has been found to be acceptable by the City's Solid Waste Department.. Community Development Board — October 21, 2008 FLD2008 -05012 — Page 9 of 9 Si nape: The subject property currently includes a monument - style, freestanding sign on Gulf -to -Bay Boulevard west of Cross Boulevard and a monument - style, freestanding sign within a landscape median within the entrance driveway at Sky Harbor Drive. These signs are intended to be retained, but with a face change to reflect the name change to Bella Terra on the Bay. Environmental Features: The site contains a tidal inlet/creek that is located at the southeast corner of the property, actually extending onto the property to the east, and meandering northward through the site. to the west of the existing ALF building. This environmental feature of the site is located within FEMA flood zone AE. No residential building, existing or proposed, is located within the FEMA Flood Zone. AE. Additionally, no assisted living facility or nursing home beds are located within a designated Coastal Storm Area nor the area inundated by a category two hurricane. The applicant is providing the required wetland buffers along this tidal inlet/creek. Water /Sewer: The applicant needs to continue to work with the Engineering and Fire Departments to resolve water, sewer and fire line issues. There are issues with the water distribution system that may develop stagnation problems and looping the water main through the site to Sky Harbor Drive may resolve these issues. The proposal includes sanitary sewer lines designed under stormwater ponds, which is not desired. Additionally, a looped unrestricted water line for fire hydrants is necessary for this site. Prior to the issuance of any permits, the applicant must resolve these issues with the Engineering and Fire Departments. Code Enforcement Analysis: There is an active Code Enforcement case for. this property dealing with noncompliant landscaping (CDC2008- 02198). Any approval of this application will require the installation of landscaping to bring the site back into compliance.. Community Development Board — October 21, 2008 FLD2008 -05012 —Page 10 of 10 0 0 COMPLIANCE WITH STANDARDS AND CRITERIA: The. following table depicts the consistency of the development proposal with the standards and criteria as per CDC Sections 2 -701.1 and 2 -401.1 and Tables 2 -704 and 2 -404: Based on Comprehensive Infill Redevelopment Project and Residential Infill Project standards See analysis in Staff Report Community Development Board — October 21, 2008 FLD2008 -05012 — Page 11 of 11 Standard Proposed Consistent Inconsistent Density 24 dwelling units per acre in CG land 299 dwelling units X use; 15 dwelling units per acre in R/OG and RM land use categories (maximum of 487 dwelling units) I.S.R. 0.95 in CG land use; 0.75 in R/OG and 0.431 overall X RM land use categories Minimum N /A' C District: 2.45 acres; X Lot Area MHDR (proposed) and O Districts: 28.33 acres Minimum. N /A' Gulf -to -Bay Blvd: 200 feet X Lot Width Cross Blvd: 210 feet (total) Minimum Front: Setbacks C District: N /A' Gulf -to -Bay Blvd (north): X2 4 feet (to existing sign); and 28 feet (to existing pavement) Cross Blvd (east): I -foot (to existing pavement) Cross Blvd (north): 25 feet (to proposed guardhouse) MHDR District: 10 = 25 feet' Sky Harbor Drive (west): X2 21 feet (to existing building) Side: C District: N /A' East: X2 5 feet (to existing pavement) West: 2 feet (to existing pavement) North: Zero feet (to existing pavement) MHDR District: 0 — 10 feet' East: X2 5 feet (to existing pavement) North: 23 feet (to existing building) West: 10 feet (to existing building; and 5 feet (to pavement) Rear: C District: N /A' N/A (part of applicant's property - no X separate lots) MHDR District: 0 — 15 feet' 72 feet (to building) X Maximum C District: N /A' 81 feet (to roof deck of existing ALF X2 Height building) MHDR District: 30 feet' 82 feet (measured to the highest top V of towers for the new building) Minimum Two spaces per dwelling unit 426 parking spaces XZ Off - Street (total of 583 required parking spaces)' Parkin Based on Comprehensive Infill Redevelopment Project and Residential Infill Project standards See analysis in Staff Report Community Development Board — October 21, 2008 FLD2008 -05012 — Page 11 of 11 W 0 COMPLIANCE WITH FLEXIBILITY CRITERIA: The following table depicts the consistency of the development proposal with the Flexibility criteria as per CDC Section 2 -704.0 (Comprehensive Infill Redevelopment Project): 1 See analysis in Staff Report Community Development Board — October 21, 2008 FLD2008 -05012 — Page 12 of 12 Consistent Inconsistent 1. The development or redevelopment is otherwise impractical without deviations from X the use and/or development standards set forth in this zoning district. 2. The development or redevelopment will be consistent with the goals and policies of X the Comprehensive Plan, as well as with the general purpose, intent and basic planning objectives of this Code, and with the intent and purpose of this zoning district. 3. The development or redevelopment will not impede the normal and orderly X development and improvement of surrounding properties. 4. Adjoining properties will not suffer substantial detriment as a result of the proposed X development 5. The proposed use shall otherwise be permitted by the underlying future land use X category, be compatible with adjacent land uses, will not substantially alter the essential use characteristics of the neighborhood; and shall demonstrate compliance with one or more of the following objectives: a. The proposed use is permitted in this zoning district as a minimum standard, flexible standard or flexible development use; b. The proposed use would be a significant economic contributor to the City's economic base by diversifying the local economy or by creating jobs; c. The development proposal accommodates the expansion or redevelopment of an existing economic contributor; d. The proposed use provides for the provision of affordable housing; e. The proposed use provides for development or redevelopment in an area that is characterized by other similar development and where a land use plan amendment and rezoning would result in a spot land use or zoning designation; or f. The proposed use provides for the development of a new and/or preservation of a working waterfront use. 6. Flexibility with regard to use, lot width, required setbacks, height and off - street X parking are justified based on demonstrated compliance with all of the following design objectives: a. The proposed development will not impede the normal and orderly development and improvement of the surrounding properties for uses permitted in this zoning district; b. The proposed development complies with applicable design guidelines adopted by the City; c. The design, scale and intensity of the proposed development supports the established or emerging character of an area; d. In order to form a cohesive, visually interesting and attractive appearance, the proposed development incorporates a substantial number of the following design elements: ❑ Changes in horizontal building planes; ❑ Use of architectural details such as columns, cornices, stringcourses, pilasters, porticos, balconies, railings, awnings, etc.; ❑ Variety in materials, colors and textures; • Distinctive fenestration patterns; • Building stepbacks; and ❑ Distinctive roofs forms. e. The proposed development provides for appropriate buffers, enhanced landscape design and appropriate distances between buildings. 1 See analysis in Staff Report Community Development Board — October 21, 2008 FLD2008 -05012 — Page 12 of 12 • COMPLIANCE WITH FLEXIBILITY CRITERIA:. the development proposal with the Flexibility criteria Project): • The following table depicts the consistency of as per CDC Section 2 -4041 (Residential Infill Consistent Inconsistent 1. The development or redevelopment of the parcel proposed for development is X Inconsistent otherwise impractical without deviations from one or more of the following: X intensity; other development standards. 2. The development of the parcel proposed for development as a residential infill X project will not materially reduce the fair market value of abutting properties. 3. The uses within the residential infill project are otherwise permitted in the district. X 4. The uses within the residential infill project are compatible with adjacent lands uses. X 5. The development of the parcel proposed for development as a residential infill X project will upgrade the immediate vicinity of the parcel proposed for development. X 6. The design. of the proposed residential infill project creates a form and function which enhances the community character of the immediate vicinity of the parcel X proposed for development and the City of Clearwater as a whole. 7. Flexibility in regard to lot width, required setbacks, height and off - street parking are X justified by the benefits to community character and the immediate vicinity of the parcel proposed for development and the City of Clearwater as a whole See analysis in Staff Report COMPLIANCE WITH GENERAL STANDARDS FOR. LEVEL TWO APPROVALS:. The following table depicts the consistency of the development proposal with the General Standards for Level Two Approvals as per CDC Section 3 -913: 1 See analysis in Staff Report SUMMARY AND RECOMMENDATION: The Development Review Committee (DRC) reviewed the application and supporting materials at its meetings of June 5, 2008, and August 7, 2008, and deemed the development proposal to be sufficient to. move forward to the Community Development Board (CDB), based upon the following findings of fact and conclusions of law: Findings of Fact. The Planning Department, having reviewed all evidence submitted by the applicant and requirements of the Community Development Code, finds that there is substantial competent evidence to support the following findings of fact: Community Development Board — October 21, 2008 FLD2008 -05012 — Page 13 of 13 Consistent Inconsistent 1. The proposed development of the land will be in harmony with the scale, bulk, X coverage, density and character of adjacent properties in which it is located. 2. The proposed development will not hinder or discourage development and use of X adjacent land and buildings or significantly impair the value thereof. 3. The proposed development will not adversely affect the health or safety of persons X residing or working in the neighborhood. 4. The proposed development is designed to minimize traffic congestion. X 5. The proposed development is consistent with the community character of the X immediate vicinity. 6. The design of the proposed development minimizes adverse effects, including X visual, acoustic and olfactory and hours of operation impacts on adjacent properties. 1 See analysis in Staff Report SUMMARY AND RECOMMENDATION: The Development Review Committee (DRC) reviewed the application and supporting materials at its meetings of June 5, 2008, and August 7, 2008, and deemed the development proposal to be sufficient to. move forward to the Community Development Board (CDB), based upon the following findings of fact and conclusions of law: Findings of Fact. The Planning Department, having reviewed all evidence submitted by the applicant and requirements of the Community Development Code, finds that there is substantial competent evidence to support the following findings of fact: Community Development Board — October 21, 2008 FLD2008 -05012 — Page 13 of 13 1. The 31.12 total acres is located generally at 2855 Gulf -to -Bay Boulevard (south side of Gulf -to -Bay Boulevard between Cross Boulevard [east] and Sky Harbor Drive [west]); 2. The overall site has three zoning districts, including 2.45 acres in the northeast corner of the site adjacent to Cross Boulevard zoned Commercial (C) District, 0.34 acres in the northwest corner of the site adjacent to Sky Harbor Drive zoned Office (0) District and the 28.33 -acre balance zoned Medium Density Residential (MDR) District; 3. There is a companion request to rezone the MDR District to Medium High Density Residential (MHDR). District under REZ2008 -07007 to permit the nursing home beds desired under this proposal; 4. The area zoned Commercial District is currently developed with an eight -story, 94 -bed Assisted Living Facility (ALF), which is not proposed to be changed. The area zoned Office District is currently vacant land with no buildings located on it.. The balance of the site currently zoned MDR District is developed with 62 one -story, attached dwelling buildings with varying number of units in each building (total of 229. units) that have existed since the mid- 1960's; 5. The existing eight- story, 94 -bed ALF building in the northeast corner of the site (zoned Commercial District) will be retained with this proposal, as well as 18 of the existing attached dwelling buildings containing 73 units along the northern and western portions of the. site; 6. The proposal includes the construction of a new building that will have 138 attached dwelling units, 76 ALF beds and 40 nursing home beds; 7. The proposal includes a height increase from 30 to 82 feet for the new building. This site has substantial changes in existing grades with the average contour level for this site at 12 feet. The overall height of 82 feet is measured to the highest top of towers for the new building. From the average grade level, the building is 70.5 feet to the top of the parapet roof, 8. The proposal also includes the construction of nine duplex attached dwelling buildings along the southern portion of the site closer to the water and just south of the existing ALF building; 9. In the Commercial District, there are no required setbacks for a Comprehensive Infill Redevelopment Project use;. 10. The proposal includes a front (north) setback along Gulf -to -Bay Blvd of four. feet (to existing sign) and 28 feet (to existing pavement), a front (east) setback along Cross .Blvd of one -foot (to existing pavement), a front (north) setback along Cross Blvd of 25 feet (to proposed guardhouse), a side (east) setback of five feet (to existing pavement), a side (west) setback of two feet (to existing pavement) and a side. (north) setback of zero feet (to existing pavement); 11. In the proposed MHDR District, required setbacks for a Residential Infill Project use are 10 — 25 feet front, 0 — 10 feet side and 0 — 15 feet rear. The proposal includes a reduction to the 'front (west). setback along Sky Harbor Drive from 25 to 21 feet (to existing building), a reduction to the side (east) setback from 10 to five feet (to existing pavement) and a reduction to the side (west) setback at the southeast corner of the adjacent nursing home parcel from 10 to five feet (to proposed pavement); 12. The proposed change to the zoning of the property to MHDR District to permit the nursing home beds within the proposed new building increases the side setback to 10 feet, whereas the existing MDR District side setback is five feet; . 13. The minimum required parking for Residential Infill Projects is two parking spaces per dwelling unit, but the standard is a guideline that may be varied based on the Residential Infill Project criteria of Section 2- 404.F; 14. For all uses on the subject property, the number of overall required spaces totals 583 parking spaces. The proposal includes a reduction to the required number of parking spaces from 583 to 426 parking spaces. The applicant has submitted a Parking Sufficiency Study that has analyzed the existing conditions and the proposed development relating to parking demand; 15. This site is required a 15 -foot wide landscape buffer along Gulf -to -Bay Boulevard, a 10 -foot wide landscape buffer along Cross Boulevard and Sky Harbor Drive, a 10 -foot wide buffer (or seven -foot Community Development Board — October 21, 2008 FLD2008 -05012 — Page 14 of 14 • • wide with a decorative fence /wall) adjacent to nonresidential uses and a 10 -foot buffer adjacent to attached dwellings or like uses; 16. This proposal includes reductions to perimeter buffers along Cross Blvd (east) from 10 feet to one -foot (to existing pavement), along the east side from seven to five feet (to existing pavement), along the west side from five to two feet (to existing pavement), along the north side from 10 feet to zero feet (to existing pavement) and at the southeast corner of the adjacent nursing home parcel from 10 feet to five feet (to proposed pavement); 17. There is an active Code Enforcement case for this property dealing with noncompliant landscaping (CDC2008- 02198). Conclusions of Law. The Planning Department, having made the above findings of fact, reaches the following conclusions of law: 1. That the development proposal is consistent with the Standards as per Sections 2 -701.1 and 2 -401.1 and Tables 2 -704 and 2-404 of the Community Development Code; 2. That the development proposal is consistent with the Flexibility criteria as per Section 2 -704.0 of the Community Development Code; 3. That the development proposal is consistent with the Flexibility criteria as per Section 2 -4041 of the Community Development Code; 4. That the development proposal is consistent with the General Standards for Level Two Approvals as per Section 3 -913 of the Community Development Code; and 5. The proposal is compatible with the adjacent land uses. Based upon the above, the Planning Department recommends APPROVAL of the Flexible Development approval for the redevelopment of the overall 31.12 acre - property zoned Commercial (C) District, Office (0) District and proposed Medium High Density Residential (MHDR) District (companion rezoning Case No. REZ2008- 07007) to permit a total of 229 attached dwellings (Independent Living Units) (73 units existing to remain; 156 units proposed), a total of 40 nursing home beds (proposed) and a total of 170 beds of assisted living facility (94 beds existing to remain; 76 beds proposed); (A) In the Commercial (C) District with a lot area of 2.45 acres, a lot width of 200 feet along Gulf to Bay Boulevard (north) and a total of 210 feet along Cross Blvd, a front (north) setback along Gulf to Bay Blvd of four feet (to existing sign) and 28 feet (to existing pavement), a front (east) setback along Cross Blvd of one -foot (to existing pavement), a front (north) setback along Cross Blvd of 25 feet (to proposed guardhouse), a side (east) setback of five feet (to existing pavement), a side (west) setback of two feet (to existing pavement), a side (north) setback of zero feet (to existing pavement) and a building height of 81 feet (to roof deck of existing assisted living facility building), as a Comprehensive Infill Redevelopment Project in the Commercial (C) District, under the provisions of Section 2- 704.C; (B) In the proposed Medium High Density Residential (MHDR) District with a lot area of 28.33 acres, a lot width along Sky Harbor Drive of 282 feet, a reduction to the front (west) setback along Sky Harbor Drive from 25. to 21 feet (to existing building), a reduction to the side (west) setback at the southeast corner of the adjacent nursing home parcel from 10 to five feet (to proposed pavement), an increase to building height from 30 to 82 feet (to top of roof of proposed building) and a reduction to the required number of parking spaces from 583 to 426 parking spaces, as a Residential Infill Project under the provisions of Section 2- 304.G; and (C) Reductions to perimeter buffers along Cross Blvd (east) from 10 feet to one -foot (to existing pavement), along the west side from five to two feet (to existing pavement), along the north side from 10 feet to zero feet (to existing pavement) and at the southeast corner of the adjacent nursing home parcel from 10 feet to five feet (to proposed pavement), as a Comprehensive Landscape. Program under the provisions of Section 3- 1202.G, with the following conditions: Conditions of Approval: 1. That approval of this application is subject to the approval of the companion rezoning Case No. REZ2008- 07007;. Community Development Board — October 21, 2008 FLD2008 -05012 — Page 15 of 15 • • 2. That the final design and color of the building be consistent with the conceptual elevations approved by the CDB; 3. That a subdivision plat be required to be. approved for any future division of this property into additional lots; 4. That the existing eight -story ALF. building zoned Commercial District be limited to a maximum of 94 beds and the new building be limited to a maximum of 76 ALF beds and 40 nursing home beds; 5. That, prior to the issuance of any permits, the applicant assist the City with resolving the address issue for the adjacent HarbourWood Nursing Home created by the gating of the subject property; 6. That approval of this application does not waive full compliance with the parking, landscaping or underground utility requirements for the ALF area zoned Commercial District and the northern and western areas where existing attached dwellings are being retained as part of this application, however, full compliance is expected when these existing areas are redeveloped in the future ;. 7. That landscaping that has died or been removed without approvals identified under Case. No. CDC2008 -02198 be replaced as part of the construction of these improvements, unless it is determined by the Planning Department that replacement be initiated at an earlier date; 8. That, prior to the issuance of any permits, civil and landscape plans be revised to provide a 10 -foot wide setback and landscape buffer along the eastern property line; 9. That, prior to the issuance of building permits for the duplex buildings, mechanical equipment for these new duplex buildings be screened from view in accordance with Code requirements; 10. That existing overhead utilities serving buildings along the north and west sides of the site that are being retained under this proposal be placed underground when these areas are redeveloped ;. 11. That any freestanding signage be a monument -style sign, designed to match the exterior materials and colors of the building, and be limited to a maximum height of six feet; 12. That, prior to the issuance of any permits, the applicant resolve water, sewer and fire line issues with the Engineering and Fire. Departments; 13. That, prior to the issuance of any permits, compliance with all requirements of General Engineering, Traffic Engineering and Stormwater Engineering be met; and 14. That any applicable. Public Art and Design Impact Fee be paid prior to the issuance of any permits.. Prepared by Planning Department Staff: I�.Q t'Gifif/J Wayne M: ells, AICP, Planner III ATTACHMENTS: ❑ Location Map ❑ Aerial Map ❑ Zoning Map ❑ Existing Surrounding Uses Map ❑ Photographs of Site and Vicinity S: IPlanning DepartmentlC D BIFLEX (FLD)IPending casesl Up for the next CDBIGutf to Bay 2855 Bella Terra on the Bay (C, 0& MDR) - 10.21.08 CDB - WMGuIf to Bay 2855 Staff Report - 10.21.08 CDB.doc Community Development Board — October 21, 2008 FLD2008 -05012 — Page 16 of 16 • Wells, Wayne • From: Wells, Wayne Sent: Thursday, October 16, 2008 3:11 PM To: Chase, Susan; Dana Tallman; Doreen Dipolito; Dougall- Sides, Leslie; Frank Dame; Gina Grimes; Jordan Behar; Lutz, Deb; Michelle Smith; Moses, Brenda; Nicholas Fritsch; Richard Adelson; Sullivan, Patricia; Thomas Coates; Yellin, Catherine Cc: Watkins, Sherry; Clayton, Gina; Tefft, Robert Subject: Staff Reports for October 21, 2008, CDB meeting CDB members - Your CDB packages are being delivered to you today. One Staff Report was not included in your package and one Staff Report needs to be replaced, as follows: 1 FLD2008- 05013, 100 Coronado Drive - This Staff Report was not included in your CDB package and is attached for your consideration. 2. FLD2008- 05012, 2855 Gulf to Bay Boulevard - A Staff Report was included in your CDB package, BUT, PLEASE THROW THAT AWAY AND REPLACE IT WITH THE ATTACHED STAFF REPORT. My expert witness resume gets attached to both Staff Reports. Thanks. Wayne M. Wells, AICP Planner III City of Clearwater 100 South Myrtle Avenue Clearwater, FL 33756 -5520 Phone: 727 - 562 =4504 Fax: 727 - 562 -4865 ffln-N-1 Mill WWII Coronado Gulf to Bay Wells Wayne - D Staff Report 45 Amended Stacpert Witness R • MEMORANDUM TO: Community Development Board FROM: Wayne M. Wells, AICP �4N Planning III RE: Request for Continuance FLD2008 -05012 — 2855 Gulf to Bay Boulevard DATE: September 15, 2008 • The applicant is requesting a continuance of the above referenced application to the Community Development Board meeting on October 21, 2008 (see attached email). S: (Planning DepartmentlCD BIFLEX (FLD)IPending casesl Up for the next CDBIGWto Bay 2855 Bella. Terra on the Bay (C, 0& MDR). -. 9.16.08 CDB - WWI Gulf to Bay 2855 Memo Request for Continuance on 9.1608 CDB.doc • 0 JOHNSON, POPE, BOKOR, RUPPEL & BURNS, LLP ATTORNEYS AND COUNSELLORS AT LAW E D. ARMSTRONG III BRUCE H. BOKOR JOHN R BONNER. SR.' CHARLES A BUFORD GUY M BURNS KATHERINE E COLE JONATHAN S. COLEMAN MICHAEL T. CRONIN BRIAN R CUMWNGS ELIZABETH J. DANIELS COLLEEN M FLYNN JOSEPH W. GAYNCR' RYAN C. GRIFFIN MARION HALE REBECCA L HEIST SCOTT C. ILGENFRITZ FRANK R. JAKES TIMOTHY A JOHNSON, JR.* SHARON E. MICK ROGER A LARSON ANGELINA E. LIM MICHAEL G. LITTLE VIA E -MAIL & U.S. MAIL MCHAEL C. MARKHAM ZACHARY D. MESSA A R. "CHARLIE" NEAL F. WALLACE POPE, JR ROBERT V. POTTER, JR. JENNIFERA REH DARRYL R. RICHARDS PETER A RIVELUNI DENNIS G RUPPEL CHARLES A 'SAMARKOS SARA A SCHIFINO 911 CHESTNUT ST. • CLEARWATER, FLORIDA 33756 POST OFFICE BOX 1366 • CLEARWATER, FLORIDA 33757.1368 i TELEPHONE: (727) 461 -1818 • TELECOPIER: (727) 462 -0365 September 11, 2008 Gina Clayton City of Clearwater Planning Department P.O. Box 4748 Clearwater, FL 33758 -4748 Re: Case REZ2008 -07007 Requests for Rezoning for 2855 Gulf -to -Bay Boulevard Dear Ms. CI SCOTT SCHILTZ' KIMBERLY L SHARPE MJRRAY B. SILVERSTEIN JOAN M VECCHIOLI STEVEN H. WEINBERGER JOSEPH J. WBSSMAN STEVEN A WILLIAMISON 'OF COUNSEL FILE NO. 115968 On behalf of the applicant, BVG Acquisition, Inc., we hereby request that the referenced application be continued from the September 16, 2008 Community Development Board (CDB) hearing to the October 21, 2008 CDB hearing. I would appreciate your confirmation that this matter has been continued to the October CDB agenda. If you have any questions or need additional information, please do not hesitate to contact me. Respectfully submitted, JOHNSON, POPE, BOKOR, RUPPEL & BURNS, LLP Katherine E. Cole, Esq. cc: Sherry Watkins, City of Clearwater Troy Hart, BVG Acquisition Chris Foley, MacFarlane Ferguson McMullen TAMPA ♦ CLEARAATER ♦ ST. PETERSBURG Bella Terre on the Bay FLD2008 -05012 0 Wells, Wayne From:. Marc Mariano. [mmariano @tbegroup.com] Sent: Thursday, September 11, 2008 10:55 AM To: Watkins, Sherry Cc: Wells,. Wayne; Sharon. Breitinger; Katie. Cole; Troy Hart;. Pat Gleason;. Bryan. Zarlenga Subject: Bella Terre on the Bay FLD2008 -05012 Hi. Sherry, Page 1 ofxr I would like to. formally request that our Flex Development application (FLD2008- 05012) and the associated. Rezoning Application (REZ2008- 07007) be withdrawn from the upcoming CDB. agenda due to an advertising error.. Please make the necessary provisions to include each application on the October 21St CDB meeting agenda. Independent of this recent circumstance, we had planned on using the time prior to. the September 16th CDB hearing to continue to work with. the adjoining property owner, HarbourWood Health. and Rehab. Center, to address a few concerns they have with our proposed development application, and this only gives us additional time to satisfy their needs. If you. have any questions or need. additional information please do not hesitate to contact me. Thanks, Marc Marc A. Mariano, AICP, PP Project Manager TBE Group, Inc. 380 Park Place Blvd, Suite 300 Clearwater, FL 33759 Direct: (727) 431 -1605 Fax: (727) 431 -1777 Mobile: (727) 492 -6750 Ranked in the Top 200 of ENR's Top 500 Design Firms Visit us at www.tbearoui).com. A Please consider the environment before printing this e-mail. nnnnnnAAAAAAnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnn 9/14/2008 0 0 Wells, Wayne From: Chris Foley [MCF @macfar.com] Sent: Tuesday, September 09, 2008 8:40 AM To: Wells, Wayne Subject: RE: FLD2008- 05012, 2855 Gulf to Bay Boulevard It looks like I will be. I have been advised that Bellas Terra will not be.granting us an extension. - - - -- Original Message---- - From: Wayne.Wells @myClearwater.com [ mailto :Wayne.Wells @myClearwater.com] Sent: Monday, September 08, 2008 11:46 PM To: Chris Foley Subject: FLD2008- 05012, 2855 Gulf to Bay Boulevard Chris Are you intending to send to me a letter of objection to this application for consideration by the CDB? I understand you are talking to the applicant but I didn't know if you are going to put anything into writing to the CDB, listing your objections and any recommended solutions. If so, it would be helpful to have such letter /email by 10:00 am on Monday, September 15, 2008, so we can make copies for the CDB. Wayne M. Wells, AICP Planner III City of Clearwater 100 South Myrtle Avenue Clearwater, FL 33756 -5520 Phone: 727 - 562 -4504 Fax: 727 - 562 -4865 1 Page 1 of/ j Wells, Wayne From:. Wells, Wayne Sent: Sunday, September 14, 2008.5:18 PM To: 'Chris. Foley' Subject: FLD2008- 05012,. 2855 Gulf. to Bay Blvd Bella Terra Chris -. have been out of town and forgot to send the Staff Report to. you. I am attaching it to this email. Please be aware. this application will, be continued to the October 21, 2008, CDB meeting as the advertisement was not correct (see attached request).. I am only here Monday - Wednesday this. week and will be on vacation (and not looking at any emails) September 18 - 29, returning on September 30th.. Wayne. - - - -- Original. Message---- - From: Chris Foley. [mailto:MCF @macfar.com]. Sent: Wednesday,. September 10, 2008 10:15. AM. To:, Wells, Wayne Subject:. Hey Wayne, do we have the report available? Michael C. Foley, Esq. Macfarlane Ferguson & McMullen. P.O. Box 1669. Clearwater, FL 33757 625. Court Street Clearwater, FL 33756. Main: (727) 441 -8966. Direct:. (727) 444 -1401 Fax: (727) 461 -7970 mcf @macfar.com This electronic message transmission contains information from the law firm of Macfarlane Ferguson & McMullen and is intended only for the use of the individual or entity to which it is addressed and may contain information that is privileged, confidential and exempt from disclosure under applicable law. If the reader of this message is not the intended recipient, you are hereby notified that any dissemination or distribution of this communication to other than the intended recipient is strictly prohibited. If you have received this communication in error, please notify us immediately by collect telephone at (813) 273 -4200 or electronic mail (info @mfmlegal. com). Thank you IRS. Circular. 230 Disclosure: Any. tax advice in this communication is not intended or written by Macfarlane Ferguson & McMullen to be used, and cannot be used, by a client or any other person or entity for the purpose of (i) avoiding penalties that may be imposed under the Internal Revenue. Code or (ii) promoting, marketing or recommending to another party any transaction or other matter addressed herein. 9/14/2008 Oconditions Associated Wits* x=a FLD2008 -05012 2855 GULF TO BAY. BLVD Engineering. C ndition Steve. Doherty 562 -4773 02/29/2008 Prior to revieww by the Community Development Board: Fire Condition 07/24/2008 4 07/31/2008 Landscape 1. Revise utility plans to show that no. sanitary sewer lines will be located under ponds. 2. The privately owned water distribution system on this site as proposed may develop stagnation problems. due to. long dead end lines and limited circulation. If the developer is interested in looping the water main. via making a connection to the City water main in Sky Harbor Drive or other nearby point and removing the water meter /backflow prevention device near Gulf. to Bay Boulevard to create an unrestricted water main the City of Clearwater may be. agreeable to owning and maintaining what would become part of the pubic water system. If so,. the City may be agreeable to. assuming ownership subject to but not limited to the following: a.. The developer would make. any needed repairs /upgrades. at the developer's cost, b. An appropriate easement would be deeded to the City, and c. No water mains. would be permitted to be installed under drainage ponds. Prior to the issuance of a Building Permit: 1. Identify all sanitary sewer manholes and provide proposed pipe lengths and slopes for all sanitary pipes to be replaced. PLEASE PROVIDE PIPE LENGTH AND. SLOPES. FOR REPLACEMENT. SEWER LINES ON SHEET 5.01 2. Sidewalks are required to be installed on both sides of the roads in this development and. have a minimum width of.4 -feet. Community Development Code Sec. 3 -1907. (PREVIOUS CONDITION. NOT MET) 3. Sidewalks and sidewalk ramps adjacent to. or a part of the project shall be designed and constructed consistent with City of Clearwater Contract Specifications and Standards Index #109, including the A.D.A.. (Truncated domes per D.O.T. Index #304). (PREVIOUS CONDITION NOT MET) General. Note: If the proposed project necessitates infrastructure modifications to. satisfy site - specific water capacity and. pressure requirements and /or wastewater capacity requirements, . the modifications. shall be completed by the applicant and at their expense. If underground water mains and hydrants are to be installed, the installation shall be completed and. in- service prior to construction in accordance with Fire Department requirements.. General Note:. DRC. review is a prerequisite. for Building Permit Review; additional comments may be forthcoming upon submittal of a Building Permit Application.. Leonard Rickard 562 -4327 x3078 Not Met Show looped 8" line for fire line and fire hydrants. Acknowledge PRIOR to. CDB Not Met NOTE: Fire Hydrants. SHALL not be on a restricted. Iine.Contact Mr. Terry LaBelle. Public Utilities Coordinator @ (727) 562 - 4960.7227 8/26/2008 E -Mail dated August 25, 2008 from Raul. Mastrapa PE,LEED from Meinhardt Consulting Engineers requested the Civil drawings show the requested 8" looped system.. NOT PROVIDED Acknowledge PRIOR to CDB Fire Hydrants. SHALL not be on. a restricted line.(JFK) Not Met Public Utilities. Coordinator contact / Mr. Terry LaBelle (727) 562 -4960 Ext.7227 Acknowledge PRIOR to CDB 8/26/2008 Not shown on revised plan Acknowledge. PRIOR to CDB Print Date: 09/08/2008 Wayne Wells, AICP 727 - 562 -4504 Page 1. of 6 CaseConditons 0 Storm. Water. Condition • FLD2008 -05012 2855 GULF TO BAY BLVD Phuong Vo 562 -4752 07/24/2008 J The following shall be addressed prior to issuance. of Building. Permit: 1. Provide a copy of the approved SWFWMD. permit. 2. A proposed drainage easement drawn from. the center line of the creek to a point 25 -feet beyond the top. of bank on. either side of the creek to be dedicated to the City of Clearwater has. been shown on the revised plan. Please submit easement legal description and other required documentation to Earl. Barrett, Real Estate. Services Manager at 727 - 562 -4754 for review.. Approval of the easement documentation is required prior to the issuance of the first Certificate of Occupancy.. 3. Please submit the existing cross - access agreement between. Harbour Wood and BVG for review to determine if the document can be in -lieu of the suggested 25' private drainage easement over the pond outfall pipe of the Harbour. Wood. Nursing Center General note: 1. DRC. review is a prerequisite for Building Permit Review; additional comments may be forthcoming upon submittal of a Building Permit Application. 2. At building permit application, applicant shall submit drainage report, soil report, and any other drainage related document for review and record. Solid Waste Condition Tom Glenn 562 -4930 05/20/2008 j Please explain how all solid waste will be handled. Traffic. Eng Condition Bennett Elbo 562 -4775 07/28/2008 1. The distribution of handicap. parking stalls needs to be re- worked. For multiple building(s), . handicap parking spaces. shall be dispersed and located closest to the accessible entrances (Florida Building Code Ch.. 11 Section 11- 4.6.2). 2. On page SC6.01. handicap sign detail, change the Florida Statute number to read "318.18 ". 3. Provide ADA standard truncated domes where sidewalk crosses the roadway and /or driveway. Use FDOT 2008 Design Standards. Index 304 page 6 of 6 and provide this detail on the site plan.. See link provided: http: / /www. dot. state. fl .us /rddesign /rd /RTDS /08 /304.pdf 4. The 4 parallel parking loading spaces shall be 12' wide by 35' long. 5. On the site plan. show marked white painted directional arrows for one way circulation at the driveway at the Main CCRC building. 6. Provide an accessible route connection for buildings 4 through 9. Buildings 4 -.9 shall connect to each other and. also to the Main CCRC. building. 7. Provide a scaled. turning template for a WB -50. truck manuevering in and. out of the truck loading dock at the main ccrc building. 8.. Provide vertical height clearance of 14'. under all porte- cocheres. The above to be addressed prior to a Community. Development Board (CDB) hearing. General Note(s):. 1. Applicant shall comply with the current Transportation Impact Fee Ordinance and fee schedule and paid prior to a, Certificate of Occupancy (C.O.). 2. DRC review is a prerequisite for Building Permit Review; additional comments may be. forthcoming upon submittal of a Building Permit Application. Zoning. Condition 05/27/2008 8/25/08 - WW Wayne Wells, AICP 727 - 562 -4504 Not Met Not Met Not Met Not Met Print Date: 09/08/2008 CaseConditons Page 3 of 6 • • FLD2008 -05012 2855. GULF. TO BAY BLVD Landscape Wayne. Wells,. AICP 727 - 562 -4504 05/08/2008 J 8/25/08 -. WW Not Met Include as a condition of approval. for the existing areas to comply when redeveloped. 8/5/08 - WW Response states you are requesting a waiver to providing wheel stops. This must be made through the. Comprehensive Landscape Program... Justification must be provided; however, Staff is not supportive of such a waiver. 5/8/08. -. WW Wheel stops are required. for all parking spaces that abut landscape areas. (in addition to required curbing). This applies to both existing parking spaces to remain and new parking spaces. 06/03/2008 8/25/08 - WW Not Met Additional trees can be planted along this eastern buffer... Width to be discussed with Planning management. 8/5/08 -. WW Plans. do not document any existing canopy that would prevent the planting of trees within this buffer. Based upon site inspection of this buffer area, there is significant area south of Cross. Circle south of the high -rise ALF. building that is void. of any landscaping (other than grass) where accent trees can be planted unaffected by existing tree canopy. Upon further review with management, it is unclear why, except monetarily,. the full 10 -foot (or seven -foot wide with decorative fence) wide buffer along the east side cannot be met'by relocating the drive to the west for the 600 -foot length that the drive is presently located within the buffer. In checking with Rick Albee, there will be an impact on. the existing trees to the west of this drive, but not a severe impact.. Recommend moving the drive and other improvements over to meet the required buffer. 6/3/08 WW Sheets L3.01 and L3.03 - A 10 -foot wide landscape buffer is proposed along the east property line and the request is to reduce it to five feet. A six -foot high decorative fence is proposed within this. buffer, but no continuous hedge or shade trees every 35 feet.. Provide a continuous hedge within this five -foot area on the inside of the proposed fence (DSP may be spec'ed in this area but plans . are not clear; DSP. is too. small otherwise; Code requires shrubs as part of hedges to be 18 -24 ". high at time of planting). Provide accent trees (two accent trees = one shade tree) within. this buffer where possible. Do not plant proposed accent trees under the canopy of existing trees. 06/04/2008 N 8/25/08 & 8/5/08 - WW Not Met Include as a condition of approval that the "future development" areas will need to meet Code buffer requirements at time of redevelopment (such that this development approval does not grant a future waiver to meet requirements). 6/4/08 - WW Sheets. L3.00,. L3.01, L3.02 and L3.11 -. Landscape buffers are required along the north property line adjacent to. the commercial areas fronting on. Gulf to. Bay Blvd and along the north property line of the Harbour. Wood. Nursing Home parcel. Unclear why these areas are being ignored, . being shown as "future development ", as these areas can be planted to meet the. requirements. and preserved when these areas are developed in the future... Revise. Land Resource. Condition Rick Albee 727 - 562 -4741 08/25/2008 The submitted plans are suffice for the DRC review. A more thorough review will be performed at Not Met the building plan review stage and additional comments may be forthcoming. Parks & Recs Condition Debbie Reid 562 -4818 07/21/2008 No issues regarding P &R impact fees - number of individual residential units will be the same, square footage. of building footprint increasing by less than 1 %. 05/23/2008 J The Public Art and Design. Impact Fee is due and payable on this project prior to issuance of building permit. This fee could be substantial and it is recommended that you contact Chris Hubbard at 727 - 562 -4837 to calculate the assessment. Not Met Not Met Print Date: 09/08/2008 CaseConditons Page 2 of 6 :7 FLD2008 -05012 2855 GULF TO BAY BLVD • Zoning CondiTWe " n Wayne Wells, AICP 727 - 562 -4504 need to continue to. work on this. May need to be included as a condition of approval. 8/5/08 - WW The City is experiencing problems in issuing permits to Harbour Woods because the address is the same as Bayview Gardens, even if the parcel numbers are slightly different. The address. for Harbour Woods should really change to a Sky Harbor address. for this, and emergency response, purposes. 5/27/08 WW The proposed project intends to keep the basic internal streets. in their existing location.. The request includes a proposal to gate this community, with a primary manned gate at Cross. Blvd, a gate on Cross. Circle northeast of the access drive to Sky Harbor Drive and a gate at the south end of the Harbour. Wood. Nursing Home parcel on Cross. Blvd... The address for this site is 2855 Gulf to Bay Blvd., which is intended to be retained. However, the Harbour Wood. Nursing Home, which is on a separate parcel and is owned by another entity, is also. addressed at 2855 Gulf. to Bay Blvd (per. the phone book and their occupational license). The Property Appraiser has the Harbour Wood Nursing Home at 2861 Gulf to. Bay Blvd.. By design, the proposed gating of. the project will require Harbour Wood personnel and guests to. access that facility via Sky Harbor Drive. The address for Harbour Wood Nursing Home, therefore, should change to a Sky Harbor Drive address. Has the proposed gating and. net effect regarding an address change been / discussed with Harbour Wood management? 06/03/2008 / 8/25/08 - WW VVV Still unclear why the five -foot dimension cannot be met without a reduction to the width of the pavement. Code may not permit a pavement reduction, irrespective of Jim Keller. May need to include as a condition of approval to fix to 24 feet. 8/6/08 WW am not asking for the building to be relocated. I am asking for the pavement to meet the required five -foot setback... Proposed is 4.9 feet. Staff cannot support the reduction at this location. I am confident that, from an engineering standpoint, this required setback can be met through a minor relocation of the roadway. All trees in this area are being removed,. so that cannot be a claim. 6/3/08 - WW Sheet SC3.03 -. Proposed pavement near the southeast corner of the Nursing Home parcel does not meet the required 5 -foot side setback and the 10 -foot landscape buffer. Sheet SC3.09 states the pavement is proposed at a 4.9 -foot setback,. while that which is drawn on Sheet SC3.03 is less. than. 4.9 feet. However, unclear why such setback and buffer cannot be met and Staff cannot support a 0.1 -foot reduction to the required setback... Revise. 06/03/2008 / 8/25/08. WW Include as, a condition of approval. 8/6/08 - WW Compliance with the Code requirements for this northern area is not being waived forever with any approval of this request and any such approval will be conditioned upon compliance with Code. requirements when that area redevelops. 6/3/08 - WW Sheets SC3.01( ?), SC3.02, SC3.03. and SC3.05 - The chain link fencing along the north property line (cannot tell if it is proposed along the entire north property. line - see Sheets SC3.01 and SC3.02) and along the west property line south of the Harbour Woods Nursing Home parcel must be green or black vinyl clad and must be planted with. a continuous hedge or vine per Sections. -805.0 and D. (Sheet S3.04 indicates adequate landscaping along southwest property line). 05/08/2008 8/25/08 - WW Sight triangles still shown incorrectly.. Include as a condition of approval prior to the issuance of any permit. 8/6/08 - WW Show sight triangles on Sheets SC3.01 (on both sides of drive at Cross Blvd north of security building), L3.00. (at Sky Harbor Dr) and L3.01 (on both sides of drive at Cross Blvd north of Print Date: 09/08/2008 Page 4 of 6 Not Met Not Met Not Met CaseConditons • FLD2008 -05012 2855 GULF TO BAY BLVD • Zoning Condition Wayne Wells,. AICP 727 - 562 -4504 security building). On Sheet SC3.02 show sight triangles at street intersection of Gulf to Bay Blvd and Cross. Blvd at the property lines,. not the pavement edge. On Sheet L3.01, show Code sight triangles at street intersection of Gulf to. Bay Blvd and Cross. Blvd (not shown properly). 5/8/08 - WW On all. appropriate. site plan sheets and landscape sheets, show all required sight triangles. Ensure all objects and landscaping within the visibility triangles. meet requirements. 06/03/2008) 8/25/087 WW See response for some info.. Include as a condition of approval. 8/6/08 - WW Need to be a little more specific with what is possible. Any approval will include a condition of approval for such. 6/3/08 - WW We have been made aware by an adjoining property owner (Allan. Stowell) that an air conditioning chiller located on the northwest side of the maintenance building west of the high -rise. ALF. building is extremely noisey.. His concern is also with the closeness of the. concrete pad to the property. line.. Can the concrete pad be cut back, while still maintaining adequete area for maintenance and operational aspects of the a/c unit and can a masonry wall. a maximum of six feet in height be constructed to help mitigate the noise impacts of this a/c unit? 05/08/2008 J 8/25/08 - WW ISR in the CG category is impossible. Need to fix. 8/6/08 - WW Since these land use designations have different maximum ISR's, provide the proposed ISR per land use designation (don't see on plans). 5/8/08 - WW Sheet G1.01 - Site Data - Indicate the existing Land. Use designations on the property.. Indicate the land area (square footage and acreage) under the three land use designations /zoning districts (CG /C, R/OG /O and RM /MDR). Indicate how the overall density was calculated, including that AL units are based on three beds = one. dwelling unit,. and upon what acreage the density was calculated (if, utilizing all three land use designations /zoning districts and based on density averaging). We have to report density averaging projects. to the Pinellas Planning Council (PPC). Also, since these land use designations have different maximum. ISR's, provide the proposed. ISR per land use designation. Additionally, need to know if the number of beds /density of the nursing home outparcel is based. solely on their land area (acreage) or if any portion of their density utilized the subject property to attain their number of beds /density (we previously spoke of such issue). May be in written form. See also other Planning comments regarding this issue. Sheet SC3.00 - Indicate on the subject property the locations of the land use designations Commercial General (CG) and Residential Medium (RM) and the locations of the Zoning Districts Commercial (C) and Medium. Density Residential (MDR). 05/08/2008 8/25/08 - WW Can't find. on plans... Include as a condition of approval. 8/6/08 - WW You have answered. regarding the main building.. Please indicate. for the duplex buildings and the guard house. 5/8/08 WW Show or indicate the location of all outside mechanical equipment and required screening. 06/03/2008 J 8/25/08 & 8/6/08 - WW Agreed that the undergrounding will occur at this. time only in the. area of redevelopment. A condition of approval will be included requiring such undergrounding in future redevelopment Print Date: 09/08/2008 Page 5 of 6 Not Met Not Met Not Met Not Met CaseConditons FLD2008 -05012 2855 GULF TO BAY BLVD Zoning. Condition Wayne Wells, AICP 727 - 562 -4504 phases when they come through the process. 6/3/08 - WW Code requires the undergrounding of any on -site overhead utilities. 06/03/2008 1 8/25/08 - WW Not Met J Don't see any relocation on the plans. Include relocation to. meet required setbacks and the obtaining of after - the -fact permits. as a condition of approval. 8/6/08 - WW Need to be more specific with your response. If the gazebo and deck were constructed without the benefit of a building permit, and they are desired to be retained. in their present location, then need to include in the request and provide justification. If approved by the CDB, then after - the -fact permits will be required. If, however, there are to be changes to the existing conditions, you need to tell me what you are proposing and then. address such changed conditions in the request and justification. 6/3/08 - WW We have been made aware by an adjoining property owner (Allan. Stowell) that a gazebo and deck northwest of the high -rise ALF building has been constructed close to the property line (with the deck apparently extending onto Mr. Stowell's property) without the benefit of a building permit.. Provide documentation such. structures were constructed with a building permit, remove such structures immediately or need to request to retain such structures (later will need to obtain required after - the -fact building permits), although removing any encroaching structures. on Mr. Stow 11's property. 06/03/2008 J 8/25/08 - WW Not Met Can't see where this is addressed on the plans. Possibly include as a condition of approval. 8/6/08 & 6/3/08 - WW The City has adopted. amendments to our Comprehensive Plan prohibiting the establishment of new hospitals,. nursing homes and assisted living facilities within the Coastal. Storm Area and the area inundated by a category 2 hurricane. Need to ensure such facilities are not located within . such areas. See Catherine. Porter for information regarding Plan amending language and maps. 06/04/2008 8/25/08 - WW Not Met Include as a condition of approval "That, in compliance with State licensing requirements, the owner be. limited to a capacity of only one resident per room in the assisted living facility rooms and the nursing home rooms." 8/6/08 WW Response is that there will be only one person /bed per room in everything except the independent living units. Include as a condition of approval in the Staff Report. 6/4/08 -. WW. Based on the floor plans submitted for the main building, it is unclear what the maximum. population (ie:. maximum number of beds) is anticipated in this facility for areas other than the independent living units (attached dwellings), including the memory support, skilled nursing ( ?) and assised living units.. How. many beds per room? We need to include such population in the request. Print Date: 09/08/2008 Page 6 of 6 CaseConditons 8 -1 -08 Bella Terra DRC overview Page 1 of 5 Wells,. Wayne From: Keller, James Sent: Tuesday, August 26, 2008.9:54 AM To: Wells, Wayne Subject: FW: 8 -7 -08. Bella. Terra DRC. overview Mr. Wells, As you can see by this e-mail from Raul S. Mastrapa,PE he. concurs with the dead end lines at this project. I have left my hold until this issue can be. resolved. Thank you for your help in this matter. Respectfully, James Keller Fire Inspector II Division of Fire Prevention Services Clearwater Fire & Rescue - - - -- Original Message---- - From: Raul Mastrapa [ mailto: Raul.Mastrapa @meinhardtusa.com] Sent: Monday, August 25, 2008 10:04 AM To: Keller, James Subject: FW: 8 -7 -08 Bella Terra DRC overview Inspector Keller, Per our phone conversation, see message below where we. have asked the Civil. Engineer to provide the "loop ". If you have any ? ? ?, let me know, thanks. Raul S. Mastrapa, PE, LEED®�1P Associate Principal Meinhardt Consulting Engineers 101 NE Third Avenue, Suite 1140 Fort Lauderdale, FL 33301 (954) 765 -3433 office phone (954) 765 -3439 office. fax (305) 510 -0730 cell phone raul.mastrapa @meinhardtusa.com www_.meinhardtusa.com APlease consider your environmental responsibility - think before you print! From: Raul Mastrapa [mailto: Raul .Mastrapa @meinhardtusa.com] Sent: Monday, August 11, 2008 3:07 PM To: 'Marc Mariano'; 'Sharon Breitinger'; Troy Hart'; 'Pat Gleason'; 'Justin Nowell'; 'bach.nguyen @meinhardtusa.com'; 'steve.cook@ mein hardtusa.com'; 'Rocky Berg'; 'Alex Puerto'; 'Dan Hammons'; 'Catherine Reek'; 'Doug Smith' Cc: 'Bryan Zarlenga'; 'Michelle Giuliani'; 'Jeremy Price' Subject: RE: 8 -7 -08 Bella Terra DRC overview Marc, We have added the Fire Water Flow Test results for Hydrant # 2 to the Fire Flow Analysis Graph, please. replace 9/7/2008 8 -7 -08 Bella Terra DRC overy iew • Page 2 of 5 this revised sheet when re- submitting. Per your request, I spoke with Jim Kelher/ Fire Department this afternoon and his concern is that the current fire protection grid does not show either Hydrant # 1 or # 2 being fed by a "loop system. Fire Hydrants fed by dead end pipes are not as reliable as when fed from a loop system. Therefore, He would like to see both hydrants being fed by an eight (8 ") loop. The. Fire Mains on site need to be shown on Civil drawings, please show. the requested 8 ". underground fire main loop system feeding Hydrants 1 and 2 for the DRC re- submittal. If you have any ? ? ?, let me know,. thanks. Raul S. Mastrapa, PE, LEED ®AP Associate Principal Meinhardt Consulting. Engineers 101 NE. Third Avenue, Suite 1140 Fort Lauderdale, FL 33301 (954) 765 -3433. office. phone (954) 765 -3439. office. flax (305) 510 -0730 cell phone raul.mastrapa @meinhardtusa.com ww_w.meinhardtusa.com_ APlease consider your environmental responsibility - think before you print! From: Marc Mariano [mailto:mmariano @tbegroup.com] Sent: Friday, August 08, 2008 9:30 AM To: Sharon Breitinger; Troy Hart; Pat Gleason; Justin Nowell; Raul Mastrapa; bach.nguyen @meinhardtusa.com; steve.cook @meinhardtusa.com; Rocky Berg; Alex Puerto; Dan Hammons; Catherine Reek; Doug Smith Cc: Bryan Zarlenga; Michelle Giuliani; Jeremy Price Subject: 8 -7 -08 Bella Terra DRC overview Importance: High <<bel I a- terra_hyd rant-test. pd f>> «ENG W_300A.pdf >>. «ENG W 300B.pdf>> We are resubmitting plan sets to the City before noon August 18th. I will follow -up with additional details for the number of copies etc. . The primary issues discussed at yesterdays DRC meeting: 1. There is a change in the way the city advertises for Res Infill and Comp Infill Projects. TBE will work with the City Planner. 2. The City Utility Engineer will coordinate with the City Stormwater Engineer to determine if sewer pipe can run under the stormwater ponds. TBE will coordinate. with the City 3. We need to. acknowledge that the site is operating on a private system and that stagnation may be a problem. Also,. during future development of the northern portion of the site, the city would like a water connection to sky harbor and would really like the water system to be turned. over to the City. TBE shall make note of this acknowledgement. 4. In the northerly portion of the site where we are just replacing the sewer lines, we need to show pipe 9/7/2008 8 -7 -08 Bella Terra DRC over v. • Page 3 of 5 lengths. TBE shall provide. 5. It was determined. that we do. not need to put sidewalks on both sides of the street, but we agreed that sidewalks (minimum of 4 ft) between cottages 4 -9. would be. appropriate. TBE will place the sidewalk in this location. 6. Truncated domes. need. to be utilized in. all locations. where a sidewalk crosses a car path. TBE will take care of this. 7. ***Hydrant #2 on the westerly side of the site, near the Sky harbor entrance is not on a looped system and was not included as part of Meinhardts Fire. Flow and Hydrant Calculations, only Hydrant #1. Behind the ALF. Tower was included. A revised analysis that includes both hydrants. needs to. be included as part of the. resubmittal package on August 18th. The fire plans reviewer needs to be assured that hydrant #1 behind. the ALF is in fact on a 8" line, but that Hydrant #2 near the Sky. Harbor Entrance. is on a 6" line that does dead end. He is concerned that this line. dead ends.. Meinhardt needs to take care of this very quickly. They need to contact Jim Kelher at 727.562.4327 ext3062 to make sure he has everything he needs and he agrees with their analysis. I have attached the hydrant flow analysis (which includes both hydrant locations) as well as the city atlas showing the location of the tested hydrants for meinhardts use. 8. Building tie -ins need to be shown on landscape plan. EDSA will take care of this. 9. Notation needs to be provided for each circumstance when. utilities that are conflicting with. root systems will be grouted. Also, each preserved tree needs to be assessed again. If the Owner is comfortable,. a note should be provided on the landscape plan statino that a certified arborist we be on -site 6 months Drior to construction and during construction to ensure that the preservation plan is implements and preserved trees are safe. EDSA will take care of this. 10. The City arborist feels. that the sanitary line is still too close to tree. #357. TBE will take care. of this. 11. Wheel stops will be placed at all appropriate new parking spaces and a waiver will be requested for wheel stops at exiting spaces. TBE will take care of this. 12. Supplemental, landscaping will be place along the easterly property line in an approximate 100. linear foot spacing, located behind the 17. existing parking spaces. on Cross. blvd. EDSA will take care of this. 13. The is a general. disagreement relative to the re- alignment of Cross Blvd. That disagreement was acknowledged and we will continue. to request approval of the non - conforming buffer and setback situation created by the existing location of Cross. Blvd along Stowell's property. 14. A condition of approval will be required stating that when the. owner comes in to redevelop the northern property, it will be brought up. to current landscape and buffer code requirements. TBE will provide that initial condition language. 15. Clarify the notation. for Irrigation.. EDSA will address. 16. The city wanted the applicant to acknowledge that if handicap residents move into the existing cottages,. then ADA compliant handicap. spaces will need to be provided for those residents. They agree that for the. new development, handicap spaces are appropriately spaced and they confirmed that the cottages do not need dedicated handicap spaces. 17. The appropriate number of loading spaces needs to be provided. TBE will address this. 9/7/2008 8 -7 -08 Bella Terra DRC over v. • Page 4 of 5 18. A scaled truck turning movement plan needs to be submitted. TBE will provide. 19. A line and note clearly identifying the extent and location of the VE Flood Zone needs to be included on the site plan sheets. TBE will take care of this. 20. Addressing of the HarbourWood facility. is still an issue that the City needs to satisfy.. The Owner offered a possible solution and the City will consider. it. 21. The fire plans reviewer stated that we can reduce the size of the road by 0.1 foot to meet the side setback along the HarbourWood parcel. TBE will. take care of this. 22. Site triangle dimensions and locations need to be confirmed. TBE will take care. of this. 23. Need to provide a specific solution, if any, for the gazebo. and HVAC unit near stowells property. My suggestion is that prior to CDB remove the gazebo and leave the HVAC. unit in its existing location and. continue to request approval for the deviation. Owner needs to provide direction. 24. Clarification was provided that only 1 bed will be located in each of the Skilled. Nursing, Memory. Care, and ALF rooms. This needs to be included as a condition of approval. The Owner should draft a sentence or two that they are comfortable with for this condition. 25. The building height needs to. be. re- addressed. We may reduce the average grade in order to have a taller building approved. TBE will provide a solution. 26. Need to show all outside mechanical equipment for the cottages and guardhouse. Three /EDSA need to provide these locations. 27. Need to make sure that the proposed path from the parking lot to the ALF tower is handicap accessible, a comment in the list suggests it may not be. EDSA needs to address. this. 28. A condition of approval needs. to state that the undergrounding of electric in the northerly portion of the. site will take place when that area is redeveloped. TBE will take care of this. 29. Need to make sure that 2nd floor plans for the cottages are included in the CDB resubmittal package. Wayne could not locate them and. the Board will want them. Three will take care of this. Please review and ensure all of the above comments from yesterday's meeting, as well as the comment sheet . distributed are addressed in each disciplines plans. Thanks, Marc Marc A. Mariano, AICP, PP Project Manager TBE Group, Inc. 380. Park Place Blvd, Suite 300 Clearwater, FL 33759 9/7/2008 800Z /L /6 -nog( >lueyl °leulwsuej; 6uiAuedw000e aql Aoalsap pue Ala;elpawwl Japuas aq1 aslnpe aseald 'joija ul leulwsuej; sly; panlaoW aneq nog( ;l •pa;lglgoid Allou ;s sl leulwsueJ; sly; ;o 6ulpJennio; Jo 6uiAdoo 'uol;nqu;slp 'uogeulwasslp Aue;eq; po you Agajaq aie nog( ';ualdloai popualul agl;ou aie '96essaw sly; ;o japeai ay; 'nog( ;I •anoge paweu (s) lenpinlpul eq; ;o asn ay; jo; Alalos popua;ul sl pue lel;uappoo sl leluwsuea; sly; ul uollewjo;ul eqj 'ain;eu sl! uioa; snoingo jo pa;eolpul oslrouaq ;o ssalun :a ;oN aseald vvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvv •view -a siy; 6ui4uiad aao;aq }uawuoaInua ay; aapIsuOO aseald W uao� dnoa6aq} Jvu�nn ;e sn ;!s!n suaaid u6isea 005 dol s.MN310 OOZ dol ay; ui palueb OSL9 -Z6b (LZL) :al!goW LLL 6- 6£b (LZL) :X2=f 5096 -6£HLZL) :;Oaalo g jo s aged • flAJOAO DWQ LIJJOI U113EI 80-L -8 • Wells, Wayne From: Fresk, Sheryl Sent: Thursday, August 28, 2008 2:15 PM To: Wells, Wayne Subject: FLD2008 -05012 as IM In IM aerial.doc existing.doc Location.doc zoning.doc Sheryl A. Fresk City of Clearwater Engineering Deportment (727)562 -4763 0 0 1 9 Wells, Wayne From: Wells, Wayne Sent: Tuesday, August 26, 2008 11:36 AM To: Fresk, Sheryl Cc: Herman, Jason Subject: Map Request for FLD2008- 05012, 2855 Gulf to Bay Blvd Sheryl - Attached is a map request for Case FLD2008 -05012 for the property at 2855 Gulf to Bay Boulevard. I will bring over the paperwork. The survey you may keep. Thanks- Wayne M. Wells, A/CP Planner III City of Clearwater 100 South Myrtle Avenue Clearwater, FL 33756 -5520 Phone: 727-562-4504 Fax: 727 - 562 -4865 I FLD Map equestform.doc 0 • Flexible Development Application - Map Request Planner Name: Wayne Wells Case. Number: FLD2008 -05012 Date. Requested: August 26, 2008. Date. Requested for (date):. September 9, 2008 Maps Requested. X ❑. Location Map X❑ Aerial Map. X❑ Zoning Map X❑ Existing Surrounding. Uses. Map. Required Documents. to. be. submitted to. Engineering X❑ Legal Description X❑ Survey X❑ Map with. Proposed Site. Highlighted Map Name Owner: BVG. Acquisition. Inc. Case: FLD2008 -05012 Site: 2855 Gulf to Bay Boulevard. Property Size(Acres):. 31.12 PIN: 17/29/16/03006/000 /0200 Atlas Page: 300B. A&P&00 8 -oxwp. Z I'S r 2908 291A ® _ z : I , sR� G O � earwater 0 roe BLVD ' a I I � _- Prepared bay: e ; t 1 eI 9 P Engineerin De rtment Geographic Technology Division a a 100 S. Myrtle Ave, Clearwater, FL 33756 '• Ph: (727)5624750, Fax: (727)526.4755 ,A - - - -. - -. -..:• .; ;.... .....: ....... L'8_ J . E www.MyClearwater.com • --` ... 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I 1 T MM O � � lad j 1 t. � I 17_� Wells, Wayne • From: Albee, Rick Sent: Monday, August 25, 2008 2:13. PM To: Wells, Wayne; Buysse, Beverly A.; Buzzell, William; Clayton, Gina; Doherty, Steve; Dougall- Sides, Leslie;. Glenn, Tom; Gluski, Roberta; Kader, Art; Keller, James; Kurleman, Scott; Morris, William D.; Reid, Debbie; Rice, Scott; Rickard, Leonard; Tefft, Robert;. Watkins, Sherry Subject: RE: Resubmittal for the September 16, 2008 CDB. meeting 1314. Missouri - Conditions MET 2855 Gulf to Bay- Updated conditions. for building permit. - - - -- Original. Message---- - From: Wells, Wayne. Sent: Wednesday, August 20, 2008 8:57 AM To: Albee, Rick; Buysse, Beverly A.; Buzzell, William; Clayton, Gina;. Doherty, Steve;. Dougall- Sides, Leslie; Glenn, Tom; Gluski, Roberta;. Kader, Art; Keller, James; Kurleman, Scott; Morris, William D.; Reid, Debbie; Rice, Scott; Rickard, Leonard; Tefft, Robert; Watkins, Sherry Subject: Resubmittal for the September 16, 2008 CDB meeting DRC Members - Plans for the following cases have been resubmitted for the September 16, 2008, CDB meeting: FLD2008 -07021 - 1314 South Missouri Avenue Planner:. Robert Tefft FLD2008- 05012 -. 2855 Gulf to Bay Blvd Planner Wayne Wells have placed one copy of the case resubmittal package on the cabinets outside of Room 216 in our office for your review (please do not take it, as we need it for the CDB mail out).. Please review your comments /conditions for this case in Permit Plan and. determine if they are met.. Whether the conditions are "met' or still "not met," please affirm to Robert or myself via email. Please have these cases reviewed, if possible by 12pm on Friday, August 22, 2008. Thanks. Wayne M. Wells, A/CP Planner III City of Clearwater 100 South Myrtle Avenue Clearwater, FL. 33756 -5520 Phone: 727 - 562 -4504 Fax: 727 - 562 -4865 Wells, Wayne From: Rickard, Leonard Sent: Friday, August 22, 2008 1:46 PM To: Rickard, Leonard; Wells, Wayne; Albee, Rick; Buysse, Beverly A.; Buzzell, William; Clayton, Gina; Doherty, Steve; Dougall- Sides, Leslie; Glenn, Tom; Gluski, Roberta; Kader, Art; Keller, James; Kurleman, Scott; Morris, William D.; Reid, Debbie; Rice, Scott; Tefft, Robert; Watkins, Sherry Subject: RE: Resubmittal for the September 16, 2008 CDB meeting Correction. Please disregard first email Lenny Rickard Assistant Fire Marshal Clearwater Fire and Rescue 610 Franklin St., Clearwater, FL 33756 Office: 727 - 562 -4327 X3078 Cell: 727 - 224 -2091 - - - -- Original Message---- - From: Rickard, Leonard. Sent: Friday, August 22, 2008 1:33 PM To: Wells, Wayne; Albee, Rick; Buysse, Beverly A.;. Buzzell, William; Clayton, Gina;. Doherty, Steve;. Dougall- Sides, Leslie; Glenn, Tom; Gluski, Roberta;. Kader, Art; Keller, James; Kurleman, Scott; Morris, William D.; Reid, Debbie;. Rice, Scott;. Tefft, Robert;. Watkins, Sherry Subject: RE: Resubmittal for the September 16, 2008 CDB meeting Lenny Rickard Assistant Fire Marshal Clearwater Fire and Rescue 610 Franklin St., Clearwater, FL 33756 Office: 727 - 562 -4327 X3078 Cell: 727 - 224 -2091 - - - -- Original. Message---- - From: Wells, Wayne Sent: Wednesday, August 20, 2008 8:57 AM To: Albee, Rick; Buysse, Beverly A.;. Buzzell, William; Clayton, Gina; Doherty, Steve;. Dougall- Sides, Leslie; Glenn, Tom; Gluski, Roberta; Kader, Art;. Keller, James; Kurleman, Scott;. Morris, William D.; Reid, Debbie;. Rice, Scott; Rickard, Leonard; Tefft, Robert; Watkins, Sherry Subject: Resubmittal for the September 16, 2008 CDB meeting DRC Members - Plans for the following cases have been resubmitted. for the September 16, 2008, CDB meeting: FLD2008- 07021- 1314 South Missouri Avenue Planner: Robert Tefft [Rickard, Leonard] MET FLD2008 -05012 - 2855 Gulf to Bay Blvd Planner Wayne Wells [Rickard, Leonard] [Rickard, Leonard] NOT MET I have placed one copy of the case resubmittal package on the cabinets outside of Room 216 in our office for your review (please do not take it, as we need it for the CDB mail out). Please review your comments /conditions for this case in Permit Plan and determine if they are met. Whether the conditions are "met' or still "not met," please affirm to Robert or myself via email. Please have these cases reviewed, if possible by 12pm on Friday, August 22, 2008. Thanks.' Wayne M. Wells, A/CP Planner III City of Clearwater 100 South Myrtle Avenue Clearwater, FL 33756 -5520 Phone: 727- 562 -4504 Fax: 727 - 562 -4865 • Wells, Wayne • From: Reid, Debbie Sent: Wednesday, August 20, 2008 3:14 PM To: Wells, Wayne; Tefft, Robert Cc: Hubbard, Christopher Subject: RE: Resubmittal for the September 16, 2008 CDB meeting Please see comments below... - - - -- Original Message---- - From: Wells, Wayne Sent: Wednesday, August 20, 2008 8:57 AM To: Albee, Rick; Buysse, Beverly A.; Buzzell, William; Clayton, Gina; Doherty, Steve; Dougall- Sides, Leslie; Glenn, Tom; Gluski, Roberta; Kader, Art; Keller, James; Kurleman, Scott; Morris, William D.; Reid, Debbie; Rice, Scott; Rickard, Leonard; Tefft, Robert; Watkins, Sherry Subject: Resubmittal for the September 16, 2008 CDB meeting DRC Members - Plans for the following cases have been resubmitted for the September 16, 2008, CDB meeting: FLD2008 -07021 - 1314 South Missouri Avenue Planner: Robert Tefft [Reid, Debbie] . P &R has no issues with this project can mark conditions as "met ". FLD2008 -05012 - 2855 Gulf to Bay Blvd Planner Wayne Wells [Reid, Debbie] P&P, impact. fees are not due on this project and that. condition can be marked as "met ".. Chris, please confirm with Wayne if the public art. piece has been met or. not.. Thanks! have placed one copy of the case resubmittal package on the cabinets outside of Room 216 in our office for your review (please do not take it, as we need it for the CDB mail out). Please review your comments /conditions for this case in Permit Plan and determine if they are met. Whether the conditions are "met' or still "not met," please affirm to Robert or myself via email. Please have these cases reviewed, if possible by 12pm on Friday, August 22, 2008. Thanks. Wayne M. Wells, AICP Planner III City of Clearwater 100 South Myrtle Avenue Clearwater, FL 33756 -5520 Phone: 727 - 562 -4504 Fax: 727 - 562 -4865 • Wells, Wayne • From: Hubbard, Christopher Sent: Wednesday, August 20, 2008 3:57 PM To: Reid, Debbie; Wells, Wayne; Tefft, Robert Subject: RE: Resubmittal for the September 16, 2008 CDB meeting Importance: High FLD2008 -05012 - 2855 Gulf to Bay Blvd Planner Wayne Wells [Reid, Debbie] P &R impact fees are not due on this project and that condition can be marked as "met ". Chris, please confirm with Wayne if the public art piece has been met or not. Thanks! The developer of 2855 Gulf to Bay Blvd. has not yet contacted me regarding their decision for satisfying the Public Art and Design Program Ordinance (No. 7489 -05), therefore their public art requirement has not been met. They will have two options to comply with the Ordinance: 1) Allocate 1 % of the aggregate job value towards the purchase of on -site public artwork (maximum expenditure $200,000); or 2) Contribute 0.75% of the aggregate job value to the Public Art Discretionary Fund (maximum expenditure $200,000). Choice 1) artwork must be installed and certified prior to the issuance of a Certificate of Occupancy. Choice 2) must occur prior to. the issuance of a Building Construction Permit. Please let me know if I can help with any more information. Best wishes, Christopher - - - -- Original Message---- - From: Reid, Debbie Sent: Wednesday, August 20, 2008 3:14 PM To: Wells, Wayne; Tefft, Robert Cc: Hubbard, Christopher Subject: RE: Resubmittal for the September 16, 2008 CDB meeting Please see comments below... - - - -- Original Message---- - From: Wells, Wayne Sent: Wednesday, August 20, 2008 8:57 AM To: Albee, Rick; Buysse, Beverly A.; Buzzell, William; Clayton, Gina; Doherty, Steve; Dougall- Sides, Leslie; Glenn, Tom; Gluski, Roberta; Kader, Art; Keller, James; Kurleman, Scott; Morris, William D.; Reid, Debbie; Rice, Scott; Rickard, Leonard; Tefft, Robert; Watkins, Sherry Subject: Resubmittal for the September 16, 2008 CDB meeting DRC Members - Plans for the following cases have been resubmitted for the September 16, 2008, CDB meeting: FLD2008- 07021- 1314 South Missouri Avenue Planner: Robert Tefft [Reid, Debbie] P &R has no issues with this project - can mark conditions as "met ". FLD2008 -05012 = 2855 Gulf to Bay Blvd Planner Wayne Wells [Reid, Debbie] P &R impact fees are not due on this project and that condition can be marked as "met ". Chris, please confirm with Wayne if the public art piece has been met or not. Thanks! I have placed one copy of the case resubmittal package on the cabinets outside of Room 216 in our office for your review (please do not take it, as we need it for the CDB mail out). Please review your comments /conditions for this case. in Permit Plan an *-termine if they are met. Whether the ckitions are "met' or still "not met," please affirm to Robert or myself via email. Please have these cases reviewed, if possible by 12pm on Friday, August 22, 2008. Thanks. Wayne M. Wells, AICP Planner III City of Clearwater 100 South Myrtle Avenue Clearwater, FL 33756 -5520 Phone: 727- 562 -4504 Fax: 727 - 562 -4865 0 9 Wells, Wayne From: Wells, Wayne Sent: Wednesday, August 20, 2008 8:57 AM To: Albee, Rick; Buysse, Beverly A.; Buzzell, William; Clayton, Gina; Doherty, Steve; Dougall- Sides, Leslie; Glenn, Tom; Gluski, Roberta; Kader, Art; Keller, James; Kurleman, Scott; Morris, William D.; Reid, Debbie; Rice, Scott; Rickard, Leonard; Tefft, Robert; Watkins, Sherry Subject: Resubmittal for the September 16, 2008 CDB meeting DRC Members - Plans for the following cases have been resubmitted for the September 16, 2008, CDB meeting: FLD2008- 07021- 1314 South Missouri Avenue Planner: Robert Tefft FLD2008 -05012 - 2855 Gulf to Bay Blvd Planner Wayne Wells I have placed one copy of the case resubmittal package on the cabinets outside of Room 216 in our office for your review (please do not take it, as we need it for the CDB mail out). Please review your comments /conditions for this case in Permit Plan and. determine if they are met. Whether the. conditions are. "met". or still "not met," please affirm to Robert or myself via email. Please have these cases reviewed, if possible by 12pm on. Friday, August 22, 2008. Thanks. Wayne M.. Wells, A/CP Planner III City of Clearwater 100 South Myrtle Avenue Clearwater, FL 33756 -5520 Phone: 727 - 562 -4504 Fax: 727 - 562 -4865 0 • Page 1 of 1 Wells, Wayne From:. Eugene Son [ESon @seniorcaregroup.com] Sent: Thursday, August 07, 2008 10:02 AM To:. Wells, Wayne Cc: Watkins, Sherry Subject: Bella Terra by the Bay: 2855 Gulf to Bay Blvd; #2008 -05012 Mr. Wells,. I am contacting you on behalf. of Senior Care Group, the operator of Harbourwood Nursing. Center. Our nursing center is adjacent to the proposed. Bella. Terra development.. There is another planning meeting scheduled for today. at 1:00pm to address some. of the issues raised. at the. last planning meeting.. I. will not be. available for today's meeting,. but wish to address one issue relating to zoning of the proposed Bella Terra development.. During the previous meeting, representatives of Santa Fe. and Tampa Bay. Engineering explained that the 40 skilled nursing beds should not need to. be zoned as skilled. nursing because. they are intended for the sheltered use of the Bella Terra community rather than public community beds.. In our discussions with. our counsel, they indicated that it is customary. that the nature of the bed (skilled nursing home) rather than its use (public community vs. sheltered) dictates zoning. Would it be possible to receive some clarification on whether the City determines zoning for skilled nursing by its nature or use? . We have received oral confirmation from the. Insurance Commissioner's Office that 40 sheltered skilled nursing home beds and 150 independent living are listed in the preliminary application from Santa Fe for Bella Terra by the Bay. On the application where. it asks "how many skilled nursing home beds are mixed community /sheltered" they put ' n/a". This is an interesting response that they put in. the 'Wa ", as I cannot imagine why they would not be using the 40 skilled nursing beds as community beds. as long as they possibly could (5 years). We had to file a public records request to get the actual. document, but would request some clarification on whether the 40 beds . are open for public community use for the first 5 years,. or whether they will be sheltered solely. for Bella Terra residents. Regardless of the zoning issue, we would very much like to clear up. this. inconsistency.. Thank you in advance for your time and consideration. . Eugene Son Chief Financial. Officer Senior Care Group 1240 Marbella Plaza Drive Tampa, FL 33619 Phone: 813.341.2700, Cell:. 727.452.0031, Fax:. 813.676.0127. Email: eson @seniorcaregroup.com. 8/11/2008 t � 1.00. p m Case Number: FLD2008 -050-- 2855. GULF TO BAY BLVD • Owner(s): Bvg Acquisition Inc Dba Bayview Gardens Clearwater, FI E:. No 9 TELEPHONE:.. . No Phone, FAX:.. No Fax, E- MAIL:. No Email Representative: Tampa Bay Engineering Group Inc 380 Park Place Blvd Clearwater, F133759 TELEPHONE: 727-531-3505,. FAX:. 727 -531 -1294, E- MAIL: BZARLENGA @TBEGROUP.COM Location: 31.12 total acres located generally at 2855 Gulf to Bay Boulevard (south side of Gulf to Bay. Boulevard between Cross Boulevard [east] and Sky Harbor Drive [west]). Atlas Page:. 300B. Zoning District: C, Commercial.. Request:. Flexible Development approval for the redevelopment of the overall 31.12 acre - property. zoned Commercial (C) District, Office (0) District and proposed Medium High Density. Residential (MHDR) District (companion. rezoning Case No. REZ2008- 07007) to permit a total of 229. attached dwellings (Independent Living Units). (73. units existing to remain; 156 units proposed), a total of 40 nursing home beds and a total of 170. beds of assisted living facility. (94. beds existing to remain; 76 beds proposed) (A) in the Commercial (C) District with a lot area of 2.45. acres, a lot width of 200 feet along Gulf to Bay. Boulevard (north) and 150 feet along Cross Blvd, a front (north) setback along Gulf to Bay. Blvd of four feet (to existing sign), a front (east) setback along Cross Blvd of one -foot (to existing pavement), a front (north) setback along Cross Blvd of zero feet (to proposed guardhouse), a side (east) setback of five feet (to existing pavement), a side (west) setback of two feet (to existing pavement), a side (north) setback of zero feet (to existing building and pavement) and a building height of xx feet (to roof deck for existing assisted living facility building), as a Comprehensive Infill Redevelopment Project in the Commercial (C) District, under the provisions of Section 2- 704.C; (B) A lot area of xx acres, a lot width along Sky Harbor Drive of 282 feet, a reduction to the front (west) setback along Sky. Harbor Drive from 25. to 21 feet (to existing building), an increase to building height from 30 to. 83. feet (to. top. of roof for proposed building) and a reduction to the required number of parking spaces from xx to 426. parking spaces, as a Residential Infill Project in the proposed Medium High Density. Residential (MHDR) District, under the provisions of Section 2- 304.G; and (C) Reductions to. perimeter buffers along Cross Blvd (east) from 10 feet to one -foot (to existing pavement), along the east side from seven to five feet (to existing pavement), along the west side from five to two feet (to existing pavement), along the north side from 10 feet to zero feet (to existing building and pavement) and at the southeast corner of the adjacent nursing home parcel from 10 feet to 4.9 feet, as a Comprehensive Landscape Program under the provisions of Section 3- 1202.G. Proposed Use: Assisted living facilities Neighborhood No Registered Assocation. Association(s): TELEPHONE:. No Phone, FAX:. No Fax, E -MAIL: No Email Neighborhood Clearwater Neighborhoods Coalition Association(s): TELEPHONE: No Phone, FAX:. No Fax, E- MAIL: No Email Presenter:... Wayne Wells, Planner III Attendees. Included:. City: Wells ,Rice,Doherty,Keller,Albee,Beery Applicant:Marc Mariano,Brian Zarlenga,Justin Nowell,Troy Hart, John Clees,George Hemandez,Doug Smith,Katherine Reek,Michelle Juviani,Sarah Brietenger Guests:Allan Stowell,David Vaughn,Eugene Son,Rebecca Thone The DRC reviewed this application with the following comments: General Engineering: Development Review Agenda Thursday, August 7, 2008 Page 21 DRC Action Agmda 1.1 Prior to. review bywommunity Development Board: • 1. Revise utility plans to show that no sanitary. sewer lines will be located under. ponds. 2. The privately owned water distribution system on this site as proposed may develop stagnation problems due to long dead end lines and limited circulation. If the developer is interested in looping the water main via making a connection to the City water main in Sky Harbor Drive or other nearby point and removing the water meter/backflow prevention device near Gulf to Bay Boulevard to create an unrestricted water main the City. of Clearwater may be agreeable to owning and maintaining what would become part of the pubic. water. system. If so, the City may be agreeable to assuming ownership subject to but not limited to the following: a.. The developer would make any needed repairs /upgrades at the developer's cost, b. An appropriate easement would be deeded to the City, and c. No water mains would be permitted to be installed under drainage ponds. Prior to the issuance, of a Building Permit: 1. Identify all sanitary, sewer manholes and provide proposed pipe lengths and slopes for all sanitary pipes to be replaced. PLEASE PROVIDE PIPE LENGTH AND SLOPES FOR REPLACEMENT SEWER LINES ON SHEET 5.01 2. Sidewalks are required to be installed on both sides of the roads in this development and have a minimum width of 4 -feet. Community Development Code Sec. 3 -1907. (PREVIOUS CONDITION NOT MET) 3. Sidewalks and sidewalk ramps adjacent to or a part of the project shall be designed and constructed consistent with City of Clearwater Contract Specifications and Standards Index #109, including the A.D.A. (Truncated domes per D.O.T. Index #304). (PREVIOUS. CONDITION NOT MET) General Note: If the proposed project necessitates infrastructure modifications to satisfy site - specific water capacity and pressure requirements and/or wastewater capacity. requirements, the modifications shall be completed by the applicant and at their expense. If underground water mains and hydrants are to be installed, the installation shall be completed and in- service prior to construction in accordance with Fire Department requirements. General Note: DRC review is a prerequisite for Building Permit Review; additional comments may be forthcoming upon submittal of a Building Permit Application. Environmental: 1 . No issues. Fire: 1 . Show looped 8 ". line for fire line and fire. hydrants. Acknowledge PRIOR to. CDB NOTE: Fire. Hydrants SHALL not be on a restricted line.Contact Mr. Terry LaBelle Public Utilities Coordinator @ (727) 562 -4960 7227 2. Fire Hydrants SHALL not be on a restricted line.(JFK) Public Utilities Coordinator contact / Mr. Terry. LaBelle (727) 562 -4960 Ext.7227. Acknowledge PRIOR to CDB Harbor Master: 1. No issues. Legal: 1 . No issues. Land Resources: Development Review Agenda - Thursday, August 7, 2008 - Page 22 DRC Action Agmda 1.1 1 , 5/27/08 -Show thippsed undergroud electic on the tree preservaolan and address the possible tree impacts prior to building permit. 7/23/08 -Show the building tie -in locations ans address on the plans if trenched or directional bore. If trenched, direct lines away from trees and/or show root prune limits. Provide prior to building permit. 2. 5 /27 /08- Reasses potential impacts at every tree to be preserved. Address utility demo impacts under the trees canopies. Insure all proposed utilities are addressed, roof drains and sanitary demo at trees #361. and #366, sanitary demo at tree #352, roof drain at trees #431, 411 and 440, water lines at #440 and storm drain at tree 398.. The proposed sanitary is too close to tree #357. These are just a few examples. Revisit every tree to insure every impact is addressed prior to building permit. 7/23/08 -Still saw some areas where utility installation under trees did not show root pruning and the sanitary at tree #357 is still too close to the tree. Revisit every tree to insure every impact is addressed prior to building permit. 3. Address the proposed gas impacts at the trees to be preserved. Provide prior to building permit. Landscaping: Development Review Agenda - Thursday, August 7, 2008 - Page 23 DRC Action Agmda 1.1 1 , 8/5/08 - WW • • Response states you are requesting a waiver to providing wheel stops.. This must be made through the Comprehensive Landscape Program. Justification must be provided; however, Staff is not supportive of such a waiver. 5/8/08 WW Wheel stops are required for all parking spaces that abut landscape areas (in addition to required curbing).. This applies to both existing parking spaces to remain and new parking spaces. 2. 8/5/08 WW Response says it is shown on the plans, but that layer must not have been turned on.. There is verbiage stating where the propertyy line is, but no lines that show it. 6/3/08 - WW Landscape Sheets L3.00 - L3.05 -. Indicate the property lines on these sheets. 3 . 8/5/08 - WW Plans do not document any. existing canopy that would prevent the planting of trees within this buffer. Based upon site inspection of this buffer area, there is significant area south of Cross Circle south of the high -rise ALF building that is void of any landscaping (other than grass) where accent trees can be planted unaffected by existing tree canopy.. Upon further review with management, it is unclear why, except monetarily, the full 10 -foot (or seven -foot wide with decorative fence) wide buffer along the east side cannot be met by relocating the drive to the west for the 600 -foot length that the drive is presently. located within the buffer. In checking with Rick Albee, there will be an impact on the existing trees to the west of this drive, but not a severe impact. Recommend moving the drive. and other improvements over to meet the required buffer. 6/3/08. - WW Sheets L3.01 and L3.03 - A 10 -foot wide landscape buffer is proposed along the east property line and the request is to reduce it to five feet.. A six -foot high decorative fence is proposed within this buffer, but no continuous hedge or shade trees every 35. feet.. Provide a continuous hedge within this five -foot area on the inside of the proposed fence (DSP may be spec'ed in this area but plans are not clear; DSP is too small otherwise; Code requires shrubs as part of hedges to be 18 -24" high at time of planting). Provide accent trees (two accent trees = one shade tree) within this buffer where possible.. Do not plant proposed accent trees under the canopy of existing trees. 4. 8/5/08 - WW Include as a condition of approval that the "future development" areas will need to meet Code buffer requirements at time of redevelopment (such that this development approval does not grant a future waiver to meet requirements). 6/4/08 WW Sheets L3.00, L3.01, L3.02 and L3.11. - Landscape buffers are required along the north property. line adjacent to the. commercial areas fronting on Gulf to Bay Blvd and along the north property line of the Harbour Wood Nursing Home parcel. Unclear . why these areas are being ignored, being shown as "future development ", as these areas can be planted to meet the requirements and preserved when these areas are developed in the future. Revise. 5. 8/5/08 - WW Sheet L3.12 was not resubmitted. Unclear if the Irrigation Notes on Sheet L2.13. are being substituted for Sheet L3.12. Advise. 6/4/08 -. WW Sheet L3.12 - Irrigation system must provide 100% coverage to all landscaped areas. Parks and Recreation: 1 . No issues regarding P &R impact fees - number of individual residential units will be the same, square. footage of building footprint increasing by less than 1%. 2. The Public. Art and Design Impact Fee is due and payable on this project prior to issuance of building permit. This fee could be substantial and it is recommended that you contact Chris Hubbard at 727 -562 -4837. to calculate the assessment. Stormwater: Development Review Agenda - Thursday, August 7, 2008 - Page 24 DRC Action Agonda 1.1 The following shoe addressed prior to issuance of Building Per* 1. Provide a copy of the approved SWFWMD permit. 2. A proposed drainage. easement drawn from. the center line of the creek to a point 25 -feet beyond the top. of bank on either side of the creek to be dedicated to the City of Clearwater has been shown on the revised plan. Please submit easement legal description and other required documentation to Earl Barrett, Real Estate Services Manager at 727 -562 -4754. for review.. Approval of the easement documentation is required prior to the issuance of the first Certificate of Occupancy. 3.. Please submit the existing cross - access agreement between Harbour Wood and BVG. for review to determine if the document can be in -lieu of the suggested 25' private drainage easement over the pond outfall pipe of the Harbour Wood Nursing Center General note:. 1. DRC review is a prerequisite for Building Permit Review; additional comments may be forthcoming upon submittal of a Building Permit Application. 2. At building permit application, applicant shall submit drainage report, soil report, and any other drainage related document for review and record. Solid Waste: 1 . Please explain how all solid waste will be handled. Traffic Engineering: 1 . 1. The distribution of handicap parking stalls needs to be re- worked. For multiple building(s), handicap parking spaces shall be dispersed and located closest to the accessible entrances (Florida Building Code Ch. 11. Section 11- 4.6.2). 2.. On page SC6.01 handicap sign detail, change the Florida Statute number to read ". 318.18 ". 3.. Provide ADA standard truncated domes where sidewalk crosses the roadway and/or driveway. Use FDOT 2008 Design Standards Index 304 page 6 of 6 and provide this detail on the site plan. See link provided: http: / /www. dot. state .fl.us /rddesign/rd/RTDS /08 /304.pdf 4. The 4 parallel parking loading spaces shall be 12' wide by 35' long.. 5.. On the site plan show marked white painted directional arrows for one way circulation at the driveway at the Main CCRC building. 6. Provide an accessible route connection for buildings ,4 through 9. Buildings 4 - 9 shall connect to each other and also to the Main CCRC building. 7. Provide a scaled turning template for a WB -50 truck manuevering in and out of the truck loading dock at the main ccrc building.. 8. Provide vertical height clearance of 14' under all porte - cocheres. Planning: The above to be addressed prior to a Community. Development Board (CDB) hearing. General Note(s):. 1. Applicant shall comply with the current Transportation Impact Fee Ordinance and fee schedule and paid prior to a Certificate of Occupancy (C.O.). 2. DRC. review is a prerequisite for Building Permit Review; additional comments may. be forthcoming upon submittal of a Building Permit Application. Development Review Agenda - Thursday, August 7, 2008 Page 25 DRC Action Agenda 1.1 1 . 8/5/08 -1 WW i 0 It is my understanding from Tom Mahony in Engineering, who. is a surveyor, that the survey is to have such flood zone. information on the survey.. Based on FIRM Panel 125096- 0017D, there is Flood Zone AE 10 on the property. Needs to be shown on the survey and Master Site Plan.. Need to ensure proposed buildings meet FEMA regulations. 6/3/08 - WW Flood zone information is missing from the survey. Revise. Also reflect the flood zones onto the site plans. There appears there may be a VE flood zone, which could affect location and/or design of units on the south side of the property. 2. 8/5/08 -. WW The City is experiencing problems in issuing permits to Harbour Woods because the address is the same as Bayview Gardens, even if the parcel numbers are slightly different.. The address for Harbour Woods should really change to a Sky Harbor address for this, and emergency response, purposes. 5/27/08 WW The proposed project intends to keep the basic internal streets in their existing location. The request includes a proposal to. gate this community, with a primary manned gate at Cross Blvd, a gate on Cross Circle northeast of the access drive to. Sky Harbor Drive and a gate at the. south end of the Harbour Wood Nursing Home parcel on Cross Blvd. The address for this site. is 2855. Gulf to Bay Blvd., which is intended to be retained. However, the Harbour Wood Nursing Home, which is on a separate parcel and is- owned by another entity, is also addressed at 2855. Gulf to Bay Blvd (per the phone book and theirr occupational license).. The Property Appraiser has the Harbour Wood Nursing Home at 2861 Gulf to Bay Blvd. By design, the proposed gating of the project will require Harbour Wood personnel and guests to. access that facility via Sky Harbor Drive. The address for Harbour Wood Nursing Home, therefore, should change to a Sky Harbor Drive address. Has the proposed gating and net effect regarding an address change been discussed with Harbour Wood management? 3 . 8/6/08 - WW I am not asking for the building to be relocated. I am asking for the pavement to meet the required five -foot setback. Proposed is 4.9 feet. Staff cannot support the reduction at this location.. I am confident that, from an engineering standpoint, this required setback can be met through a minor relocation of the roadway.. All trees in this area are being removed, so that cannot be a claim. 6/3/08 - WW Sheet SC3.03. - Proposed pavement near the southeast corner of the Nursing Home parcel does not meet the required 5 -foot side setback and the 10 -foot landscape buffer.. Sheet SC3.09. states the. pavement is proposed at a 4.9 -foot setback, while that which is drawn on Sheet SC3.03. is less than 4.9. feet. However, unclear why. such setback and buffer cannot be met and Staff cannot support a 0.1 -foot reduction to the required setback.. Revise. 4. 8/6/08 -. WW Compliance with the Code requirements for this northern area is not being waived forever with any approval of this request and any such approval will be conditioned upon compliance with Code requirements when that area redevelops. 6/3/08 -. WW. Sheets. SC3.01( ?), SC3.02, SC3.03. and SC3.05. - The chain link fencing along the north property line (cannot tell if it is proposed along the entire north property line - see. Sheets SC3.01. and SC3.02) and along the west property line south of the Harbour Woods Nursing Home parcel must be. green or black vinyl clad and must be planted with a continuous hedge or vine per Sections 3 -805.0 and .D (Sheet S3.04 indicates adequate landscaping along southwest property line). 5 . 8/6/08 - WW Show sight triangles on Sheets SC3.01. (on both sides of drive at Cross Blvd north of security building), L3.00 (at Sky Harbor Dr) and L3.01. (on both sides of drive at Cross Blvd north of security building). On Sheet SC3.02 show sight triangles at street intersection of Gulf to Bay Blvd and Cross Blvd at the property lines, not the pavement edge. On Sheet L3.01, show Code sight triangles at street intersection of Gulf to Bay Blvd and Cross Blvd (not shown properly). 5/8/08 -. WW On all appropriate site plan sheets and landscape sheets, show all required sight triangles. Ensure all objects and landscaping within the visibility triangles meet requirements. Development Review Agenda -. Thursday, August 7, 2008 Page 26 DRC Action Ag.da L 1 6 . 8/6/08 - WW 0 • Need to be a little more specific with what is possible.. Any approval will include a condition of approval for such. 6/3/08 WW We have been made aware by an adjoining property owner (Allan Stowell) that an air conditioning chiller located on the northwest side of the maintenance building west of the high -rise ALF building is extremely noisey.. His concern is also with the closeness of the concrete pad to the property line.. Can the concrete pad be cut back, while still maintaining adequete area for maintenance and operational aspects of the a/c unit and can a masonry wall a maximum of six feet in height be constructed to help mitigate the noise impacts of this a/c unit? 7. 8/6/08 WW Since these land use designations have different maximum ISR's, provide the proposed ISR per land use designation (don't see on plans). 5/8/08 WW Sheet G1.01 - Site Data Indicate the existing Land Use designations on the property. Indicate the land area (square footage and acreage) under the three land use designations /zoning districts (CG /C, R/OG /O and RM/MDR).. Indicate how the overall density was calculated, including that AL units are based on three beds =. one dwelling unit, and upon what acreage the density was calculated (if utilizing all three land use designations /zoning districts and based on density averaging).. We have to report density averaging projects to the Pinellas Planning Council (PPC). Also, since these land use designations have different maximum ISR's, provide the. proposed ISR per land use designation. Additionally, need to know if the number of beds /density of the nursing home outparcel is based solely on their land area (acreage) or if any portion of their density utilized the subject property to attain their number of beds /density (we previously spoke of such issue). May be in written form. See also other Planning comments regarding this issue. Sheet SC3.00 -. Indicate on the subject property the locations of the land use designations Commercial General (CG) and Residential Medium (RM) and the locations of the Zoning Districts Commercial (C) and Medium Density Residential (MDR). 8. 7/31/08 - WW Response says the second floor plans have been submitted; however, I do not find such plans. 6/4/08 -. WW Provide the second floor plans for the duplex units (a and b floor plans). 9.. 8/6/08. - WW If the average grade has been determined to be 13.5 feet, unclear where the 83. feet height comes in.. The highest point indicated on the elevations is 80.5 feet above average elevation. Revise. Site Data on Sheet G1.01 and in written material. 6/4/08 -. WW Elevations and Height - a. Definition of "height, building or structure" requires height to be measured using the average grade elevation of the site to the top of the building. Need to determine the height of the building so we can advertise properly (see also "b ". below). b.. Based on the Code definition of "height, building or structure ", parapets may only extend a maximum of 42- inches above the flat roof of the building. In this case, and assuming under "a" above that the building height is exceeding 50 feet, the parapet/mansard roof is dimensioned at 9' -11 ".. Since this parapet/mansard roof exceeds the maximum of 42 ", the request for an increase to height would need to be determined from the average grade of the site to the top. of the parapet/mansard roof. c. Based on the Code definition of "height, building or structure ", mechanical rooms may only extend a maximum of 16 feet above the flat roof of the building. I am unaware if any of these structural projections above the flat roof deck shown on the elevations are solely mechanical rooms or purely decorative architectural features. If solely mechanical rooms, Staff cannot support heights of these mechanical rooms exceeding 16 feet above the flat roof deck (dimensioned at 19' -10" ). For purely decorative architectural features, we would need to advertise. the height of the building rather than the height of the parapet/mansard roof (see "b" above) but to the top of these decorative architectural features. Development Review Agenda - Thursday, August 7, 2008 - Page 27 DRC Action Ag.da 1.1 10 . 8/6/08. -. WW i i You have answered regarding the main building.. Please indicate for the duplex buildings and the guard house. 5/8/08 WW Show or indicate the location of all outside mechanical equipment and required screening. 11 . 8/6/08 - WW Based on the survey and site plans submitted, the proposed fence eliminates the handicap accessible path from the existing handicap parking spaces north of the high -rise ALF building adn does not replace it with a new handicap accessible path meeting Code. requirements.. Revise. 6/3/08 -1 WW Sheet SC3.02 -1 A proposed six -foot high decorative. fence is proposed along the south side of the existing parking lot north of the high -rise. ALF building, placing the parking lot outside of the. fencing.. Unclear how persons parking in this parking lot access the high -rise ALF building, especially handicap individuals.. Need to provide an accessible path meeting ADA requirements for this project to Cross Blvd (see Traffic Engineering). 12. 8/6/08 -1 WW Agreed that the undergrounding will occur at this time only in the area of redevelopment.. A condition of approval will be included requiring such undergrounding in future redevelopment phases when they come through the process. 6/3/08 - WW Code requires the undergrounding of any on -site overhead utilities. 13. 8/6/08 -1 WW Thank you for revising based on the comments below. However, staff will be advertising differently now in the future and we need for you to revise how the request is stated (see "Request on the DRC comments. Response to criteria needs to address and justify general Code requirements for that use as a point of comparison as to. what is proposed.. See me for discussion of this change. 6/4/08 - WW Attachment B. - a. Ensure all reductions to setbacks are consistent with that listed by Staff in the "request "; b. Reductions to setbacks and landscape buffers are not required for cross - access driveways; and c. Ensure all landscape buffer reductions are. consistent with that listed by Staff in the. "request ". 14. 8/6/08 -. WW Need to. be more specific with your response.. If the gazebo and deck were constructed without the benefit of a building permit, and they are desired to be retained in their present location, then need to include in the request and provide justification. If approved by the CDB, then after - the -fact permits will be required. If, however, there are to be changes to the existing conditions, you need to tell me what you are proposing and then address such changed conditions in the request and justification. 6/3/08 WW We have been made aware by an adjoining property owner (Allan Stowell) that a gazebo and deck northwest of the high -rise. ALF building has been constructed close to the property line. (with the deck apparently extending onto. Mr. Stowell's property) without the benefit of a building permit.. Provide documentation such structures were constructed with a building permit, remove such structures immediately or need to request to retain such structures (later will need to obtain required after -the -fact building permits), although removing any encroaching structures on Mr. Stowell's property. 15.. 8/6/08 & 6/3/08. - WW The. City has adopted amendments to our Comprehensive. Plan prohibiting the establishment of new hospitals, nursing homes and assisted living facilities within the Coastal Storm Area and the area inundated by a category 2 hurricane. Need to ensure such facilities are not located within such areas. See. Catherine Porter for information regarding Plan amending language and maps. Development Review Agenda -. Thursday, August 7, 2008 - Page 28 DRC Action Agmda 1.1 16 . 8/6/08. - WW 0 0 Response is that there will be only one person/bed per room in everything except the independent living units. Include. as a condition of approval in the Staff Report. 6/4/08 -. WW Based on the floor plans submitted for the main building, it is unclear what the maximum population (ie:. maximum number of beds) is anticipated in this facility for areas other than the independent living units (attached dwellings), including the memory. support, skilled nursing ( ?) and assised living units. How many beds per room? . We need to include such population in the request. 17.. Parking Sufficiency Study - After additional discussion of regulations by Planning staff, a Residential Infill Project parking requirement under the proposed MHDR District is two parking spaces per unitl. While you do . not need to change what you already have in the Study, I do need for you to calculate what the Residential Infill Project parking requirement is and indicate such in the Study. Additionally, I need such information included in the Site. Data on Sheet G 1.01. 18.. When providing responses to DRC comments, please group comments by departments, as you received such comments, rather than as submitted on July 14th. Other: No Comments Notes: Sufficient - To be placed on the 9/16/08 CDB agenda, submit 15. collated copies of the revised plans & application material addressing all above departments' comments by noon, 8/18/08.. Packets shall be collated, folded and stapled as appropriate. Development Review Agenda - Thursday, August 7, 2008 - Page 29 DRC Action Agenda 1.1 0 0 Fax Cover Memo CITY OF CLEARWATER PLANNING DEPARTMENT 100 SOUTH MYRTLE. AVENUE, 2ND FLOOR. CLEARWATER, FL 33756 (727) 562 -4567 FAX: (727) 562 -4865 TO: DATE: ® g FAX: 791 - +l p p TELEPHONE: (A - Z 7 n FROM: Wayne M. Wells TELEPHONE: (727 ) 562 -4504 SUBJECT: F-L-'p Zy 0 8 - 0 .-0 p_-z- 'Z- &S-S- (� v MESSAGE: 5 / 7 � 0 9 NUMBER OF SHEETS (INCLUDING THIS PAGE): .r 1:00 PIA Case Number: FLD2008 -050- 2855 GULF. TO BAY BLVD Owner(s): Bvg Acquisition Inc 90108 Dba Bayview Gardens Clearwater, Fl 9 TELEPHONE:. E:. . . No No Phone, FAX:.. No Fax, E- MAIL:. No Email Representative: Tampa Bay Engineering Group Inc 380 Park Place Blvd Clearwater, F133759 TELEPHONE:. 727 -531 -3505, FAX:. 727-531-1294, E- MAIL:. BZARLENGA @TBEGROUP.COM Location: 31.12 total acres located generally at 2855. Gulf to. Bay Boulevard (south side of Gulf to Bay Boulevard between Cross Boulevard [east] and Sky Harbor Drive [west]). Atlas Page: 300B Zoning District: C, Commercial Request: Flexible Development approval for the redevelopment of the overall 31.12 acre - property zoned Commercial (C) District, Office (0) District and proposed Medium High Density Residential (MHDR) District (companion rezoning Case No. REZ2008- 07007) to permit a total of 229 attached dwellings (Independent Living Units) (73 units existing to remain; 156 units proposed), a total of 40 nursing home beds and a total of 170 beds of assisted living facility (94 beds existing to remain; 76 beds proposed) (A) in the Commercial (C) District with a lot area of 2.45 acres, a lot width of 200 feet along Gulf to Bay Boulevard (north) and 150 feet along Cross Blvd, a front (north) setback along Gulf to Bay Blvd of four feet (to existing sign), a front (east) setback along Cross Blvd of one -foot (to existing pavement), a front (north) setback along Cross Blvd of zero feet (to proposed guardhouse), a side (east) setback of five feet (to existing pavement), a side (west) setback of two feet (to existing pavement), a side (north) setback of zero feet (to existing building and pavement) and a building height of xx feet (to roof deck for existing assisted living facility building), as a Comprehensive Infill Redevelopment Project in the Commercial (C) District, under the provisions of Section 2- 704.C; (B) A lot area of xx acres, a lot width along Sky Harbor Drive of 282 feet, a reduction to the front (west) setback along Sky Harbor Drive from 25 to 21 feet (to existing building), an increase to building height from 30 to 83 feet (to top of roof for proposed building) and a reduction to the required number of parking spaces from xx to 426 parking spaces, as a Residential Infill Project in the proposed Medium High Density Residential (MHDR) District, under the provisions of Section 2- 304.G; and (C) Reductions to perimeter buffers along Cross Blvd (east) from 10 feet to one -foot (to existing pavement), along the east side from seven to five feet (to existing pavement), along the west side from five to two feet (to existing pavement), along the north side from 10 feet to zero feet (to existing building and pavement) and at the southeast corner of the adjacent nursing home parcel from 10 feet to 4.9 feet, as a Comprehensive Landscape Program under the provisions of Section 3- 1202.G. Proposed Use: Assisted living facilities Neighborhood No Registered Assocation Association(s): TELEPHONE: No Phone, FAX:. No Fax, E- MAIL: No Email Neighborhood Clearwater. Neighborhoods Coalition Association(s): Clearwater, Fl 33763 1821 Springwood Cir S TELEPHONE:. No Phone, FAX: No Fax, E -MAIL: No Email Presenter: Wayne Wells, Planner III Attendees Included: City: Wells ,Rice,Doherty,Keller,Albee,Beery Applicant:Marc. Mariano,Brian Zarlenga,Justin Howell,Troy Hart, John C1ees,George Hemandez,Doug Smith,Katherine Reek,Michelle Juviani,Sarah Brietenger Guests:Allan Stowell,David Vaughn,Eugene. Son,Rebecca Thone The DRC reviewed this application with the following comments: General Engineering: Development Review Agenda - Thursday, August 7, 2008 -. Page 21 DRC Action Agenda 1.1 Prior to review byaommunity Development Board: 0 1. Revise utility. plans to show that no sanitary sewer lines will be located under ponds. 2. The privately owned water distribution system on this site as proposed may develop stagnation problems due to long dead end lines and limited circulation. If the developer is interested in looping the water main via making a connection to. the City water main in Sky Harbor Drive or other nearby point and removing the water meter/backflow prevention device near. Gulf to Bay Boulevard to create an unrestricted water main the City of Clearwater may be agreeable to owning and maintaining what would become part of the pubic. water system. If so, the City may be agreeable to assuming ownership subject to but not limited to. the following: a. The developer would make any needed repairs /upgrades at the developer's cost, b. An appropriate easement would be deeded to. the City, and c.. No water mains would be permitted to be installed under drainage ponds. Prior to the issuance of a Building Permit: 1. Identify all sanitary. sewer manholes and provide proposed pipe lengths and slopes for all sanitary pipes to be replaced. PLEASE PROVIDE PIPE LENGTH AND SLOPES FOR REPLACEMENT SEWER LINES ON SHEET 5.01 2. Sidewalks are required to be installed on both sides of the roads in this development and have a minimum width of 4- feet. Community Development Code Sec. 3 -1907. (PREVIOUS CONDITION NOT MET) 3. Sidewalks and sidewalk ramps adjacent to or a part of the project shall be designed and constructed consistent with City of Clearwater Contract Specifications and Standards Index #109, including the A.D.A. (Truncated domes per D.O.T. Index #304). (PREVIOUS CONDITION NOT MET) General Note: If the proposed project necessitates infrastructure modifications to. satisfy site - specific water capacity and pressure requirements and/or wastewater capacity requirements, the modifications shall be completed by the applicant and at their expense. If underground water mains and hydrants are to be. installed, the installation shall be completed and in- service prior to construction in accordance with Fire Department requirements. General Note: DRC review is a prerequisite for Building Permit Review; additional comments may be forthcoming upon submittal of a Building Permit Application. Environmental: No issues. Fire: 1 . Show looped 8 line for fire line and fire hydrants. Acknowledge PRIOR to CDB NOTE: Fire Hydrants SHALL not be on a restricted line.Contact Mr. Terry. LaBelle Public Utilities Coordinator @ (727) 562 -4960 7227 2. Fire Hydrants SHALL not be on a restricted line.(JFK) Public. Utilities Coordinator contact / Mr. Terry LaBelle (727) 562 -4960 Ext.7227. Acknowledge PRIOR to CDB Harbor Master: 1 . No issues. Legal: 1 . No issues. Land Resources: Development Review Agenda - Thursday, August 7, 2008 - Page 22 DRC Action Agenda I.I 1 . 5/27/08 -Show. thepsed undergroud electic on the tree preservatolan and address the possible tree impacts prior to building permit. 7/23/08 -Show the building tie -in locations ans address on the plans if trenched or directional bore. If trenched, direct lines away from trees and/or show root prune limits. Provide prior to building permit. 2. 5 /27 /08- Reasses potential impacts at every tree to be preserved. Address utility demo impacts under the trees canopies. Insure all proposed utilities are addressed, roof drains and sanitary demo at trees #361 and #366, sanitary demo at tree #352, roof drain at trees #431, 411 and 440, water lines at #440 and storm drain at tree 398. The proposed sanitary is too. close to tree #357. These are just a few examples. Revisit every tree to insure every impact is addressed prior to building permit. 7/23/08 -Still saw some areas where utility installation under trees did not show root pruning and the sanitary at tree #357 is still too close to the tree. Revisit every tree to insure every impact is addressed prior to building permit. 3. Address the proposed gas impacts at the trees to. be preserved. Provide prior to. building permit. Landscaping: Development Review Agenda Thursday, August 7, 2008 - Page 23 DRC Action Agmda I. 1 1 . 8/5/08 - WW • • Response states you are requesting a waiver to providing wheel stops.. This must be made through the Comprehensive Landscape Program. Justification must be provided; however, Staff is not supportive of such a waiver. 5/8/08 -. WW Wheel stops are required for all parking spaces that abut landscape areas (in addition to required curbing). This applies to both existing parking spaces to remain and new parking spaces. 2. 8/5/08 - WW Response says it is shown on the plans, but that layer must not have been turned on.. There is verbiage stating where the property line is, but no lines that show it. 6/3/08 - WW Landscape Sheets L3.00 - L3.05 - Indicate the property lines on these sheets. 3. 8/5/08 -. WW Plans do not document any existing canopy that would prevent the planting of trees within this buffer. Based upon site inspection of this buffer area, there is significant area south of Cross Circle south of the high -rise. ALF building that is void of any landscaping (other than grass) where accent trees can be planted unaffected by existing tree canopy. Upon further review with management, it is unclear why, except monetarily, the full 10 -foot (or seven -foot wide with decorative fence) wide buffer along the east side cannot be met by relocating the drive to the west for the 600 -foot length that the drive is presently located within the buffer. In checking with Rick Albee, there will be an impact on the existing trees to the west of this drive, but not a severe impact. Recommend moving the drive and other improvements over to meet the required buffer. 6/3/08 -. WW Sheets L3.01 and L3.03 -. A 10 -foot wide landscape buffer is proposed along the east property line and the request is to reduce it to five feet. A six -foot high decorative fence is proposed within this buffer, but no continuous hedge or shade trees every 35 feet. Provide a continuous. hedge within this five -foot area on the inside of the proposed fence (DSP may be spec'ed in this area but plans are not clear; DSP is too small otherwise; Code requires shrubs as part of hedges to be 18 -24" high at time of planting). Provide accent trees (two. accent trees =. one shade tree) within this buffer where possible.. Do not plant proposed accent trees under the canopy of existing trees. 4. 8/5/08 - WW Include as a condition of approval that the "future development" areas will need to meet Code buffer requirements at time of redevelopment (such that this development approval does not grant a future waiver to meet requirements). 6/4/08 WW Sheets L3.00, L3.01, L3.02 and L3.11 - Landscape buffers are required along the north property line adjacent to the commercial areas fronting on Gulf to Bay Blvd and along the north property line of the Harbour Wood Nursing Home parcel. Unclear why these areas are being ignored, being shown as "future development ", as these areas can be planted to. meet the requirements and preserved when these areas are developed in the future. Revise. 5 . 8/5/08 - WW Sheet L3.12 was not resubmitted. Unclear if the Irrigation Notes on Sheet L2.13. are being substituted for Sheet L3.12. Advise. 6/4/08 WW Sheet L3.12 Irrigation system must provide 100% coverage to all landscaped areas. Parks and Recreation: 1 . No. issues regarding P &R impact fees -. number of individual residential units will be the same, square footage of building footprint increasing by less than 1 %. 2. The Public Art and Design Impact Fee is due and payable on this project prior to issuance of building permit.. This fee could be substantial and it is recommended that you contact Chris Hubbard at 727 -562 -4837. to calculate the assessment. Stormwater: Development Review Agenda - Thursday, August 7, 2008 - Page 24 DRC Action Agmda 1.1 The following shoe addressed prior to issuance of Building Pero 1. Provide a copy of the approved SWFWMD. permit. 2. A proposed drainage easement drawn from the center line of the creek to a point 25 -feet beyond the top of bank on either side of the creek to be dedicated to the City of Clearwater has been shown on the revised plan.. Please submit easement legal description and other required documentation to Earl Barrett, Real Estate. Services Manager at 727 - 5624754 for review. Approval of the easement documentation is required prior to the issuance of the first Certificate of Occupancy. 3. Please submit the existing cross - access agreement between Harbour Wood and BVG for review to determine if the document can be in -lieu of the suggested 25' private drainage easement over the pond outfall pipe of the Harbour Wood Nursing Center General note:. 1.. DRC. review is a prerequisite for Building Permit Review; additional comments may be forthcoming upon submittal of a Building Permit Application. 2. At building permit application, applicant shall submit drainage report, soil report, and any other drainage related document for review and record. Solid Waste: 1 . Please explain how all solid waste. will be handled. Traffic Engineering: 1 . 1. The distribution of handicap parking stalls needs to be re- worked.. For multiple building(s), handicap parking spaces shall be dispersed and located closest to the accessible entrances. (Florida Building Code Ch. 11 Section 11- 4.6.2). 2. On page SC6.01 handicap sign detail, change the Florida Statute number to read " 318.18 ". 3. Provide ADA standard truncated domes where sidewalk crosses the roadway and/or driveway. Use FDOT 2008 Design Standards Index 304 page 6 of 6 and provide this detail on the site plan. See link provided: http: / /www. dot. state .fl.us /rddesign/rd/RTDS /08 /304.pdf 4. The 4 parallel parking loading spaces shall be 12' wide by 35' long. 5. On the site plan show marked white painted directional arrows for one- way circulation at the driveway at the Main CCRC building. 6. Provide an accessible route connection for buildings 4 through 9. Buildings 4 - 9 shall connect to each other and also to the Main CCRC building. 7. Provide a scaled turning template for a WB -50 truck manuevering in and out of the truck loading dock at the main ccrc building. 8. Provide vertical height clearance of 14'. under all porte - cocheres. Planning: The above. to be addressed prior to. a Community Development Board (CDB). hearing. General Note(s): 1. Applicant shall comply with the current Transportation Impact Fee Ordinance and fee schedule and paid prior to a Certificate of Occupancy (C.O.). 2. DRC review is a prerequisite for Building Permit Review; additional comments may be forthcoming upon submittal of a Building Permit Application. Development Review Agenda -.Thursday, August 7, 2008 - Page 25 DRC Action Agenda 1.1 1. 8/5/08 WW 0 • It is my understanding from Tom Mahony in Engineering, who is a surveyor, that the survey is to. have such flood zone information on the survey... Based on FIRM Panel 125096- 0017D, there is Flood Zone AE 10 on the property. Needs to be shown on the survey and Master Site Plan. Need to ensure proposed buildings meet FEMA regulations. 6/3/08 WW Flood zone information is missing from the survey. Revise. Also reflect the flood zones onto the site plans.. There appears there may be a VE flood zone, which could affect location and/or design of units on the south side of the property. 2. 8/5/08 -. WW The City is experiencing problems in issuing permits to Harbour Woods because the address is the same as Bayview Gardens, even if the parcel numbers are slightly different. The address for Harbour Woods should really change. to a Sky Harbor address for this, and emergency response, purposes. 5/27/08 -. WW The proposed project intends to keep the basic internal streets in their existing location. The. request includes a proposal to. gate this community, with a primary manned gate at Cross Blvd, a gate on Cross Circle northeast of the access drive to Sky Harbor Drive and a gate at the south end of the Harbour Wood Nursing Home parcel on Cross Blvd. The address for this site is 2855 Gulf to Bay Blvd., which is intended to be retained.. However, the Harbour Wood Nursing Home, which is on a separate parcel and is owned by another entity, is also addressed at 2855 Gulf to Bay Blvd (per the. phone book and their occupational license). The Property Appraiser has the Harbour Wood Nursing Home at 2861 Gulf to Bay Blvd. By design, the proposed gating of the project will require Harbour Wood personnel and guests to access that facility via Sky Harbor Drive.. The address for Harbour Wood Nursing Home, therefore, should change to. a Sky Harbor Drive address. Has the proposed gating and net effect regarding an address change been discussed with Harbour Wood management? 3 . 8/6/08. & 5/8/08 - WW Building elevations (all buildings) need to indicate the proposed exterior materials and colors (including the color name). Provide samples /swatches of proposed colors (such as color 1, 2, etc.). 4. 8/6/08 - WW I am not asking for the building to be relocated. I am asking for the pavement to meet the required five -foot setback. Proposed is 4.9 feet. Staff cannot support the reduction at this location. I am confident that, from an engineering standpoint, this required setback can be met through a minor relocation of the roadway.. All trees in this area are being removed, so that cannot be a claim. 6/3/08 - WW Sheet SC3.03 - Proposed pavement near the southeast corner of the Nursing Home parcel does not meet the required 5 -foot side setback and the 10 -foot landscape buffer. Sheet SC109 states the pavement is proposed at a 4.9 -foot setback, while that which is drawn on Sheet SC3.03 is less than 4.9. feet. However, unclear why such setback and buffer cannot be met and Staff cannot support a 0.1 -foot reduction to the required setback. Revise. 5 . 8/6/08 - WW Compliance with the Code requirements for this northern area is not being waived forever with any approval of this request and any such approval will be conditioned upon compliance with Code requirements when that area redevelops. 6/3/08. -. WW Sheets SC3.01( ?), SC3.02, SC3.03 and SC3.05 The chain link fencing along the north property. line (cannot tell if it is proposed along the entire north property line see Sheets SC3.01 and SC3.02) and along the west property line south of the Harbour Woods Nursing Home parcel must be. green or black vinyl clad and must be planted with a continuous hedge or vine per Sections 3 -805.0 and .D (Sheet S3.04 indicates adequate landscaping along southwest property line). Development Review Agenda -. Thursday, August 7, 2008 - Page 26 DRC Action Ag®da 1.1 6 . 8/6/08 - WW 0 • Show sight triangles on Sheets SC3.01 (on both sides of drive at Cross Blvd north of security building), L3.00 (at Sky Harbor Dr) and L3.01 (on both sides of drive at Cross Blvd north of security building). On Sheet SC3.02 show sight triangles at street intersection of Gulf to Bay Blvd and Cross Blvd at the property lines, not the pavement edge. On Sheet L3.01, show Code sight triangles at street intersection of Gulf to Bay Blvd and Cross Blvd (not shown properly). 5/8/08 WW On all appropriate site plan sheets and landscape sheets, show all required sight triangles. Ensure all objects and landscaping within the visibility triangles meet requirements. 7. 8/6/08 - WW Need to be a little more specific with what is possible.. Any approval will include a condition of approval for such. 6/3/08 WW We have been made. aware by an adjoining property. owner (Allan Stowell) that an air conditioning chiller located on the northwest side of the maintenance building west of the high -rise ALF building is extremely noisey. His concern is also with the closeness of the concrete pad to the property line... Can the concrete pad be cut back, while still maintaining adequete area for maintenance. and operational aspects of the a/c. unit and can a masonry. wall a maximum of six feet in height be constructed to help mitigate the noise impacts of this a/c unit? 8. 8/6/08. -. WW Since these land use designations have different maximum ISR's, provide the proposed ISR per land use designation (don't see on plans). 5/8/08 - WW Sheet G1.01 - Site Data - Indicate the existing Land Use designations on the property. Indicate the land area (square footage and acreage) under the three land use designations /zoning districts (CG /C, R/OG /O and RM/MDR).. Indicate how the overall density was calculated, including that AL units are based on three beds = one dwelling unit, and upon what acreage the density was calculated (if utilizing all three land use designations /zoning districts and based on density averaging). We have to report density averaging projects to the Pinellas Planning Council (PPC). Also, since these land use designations have different maximum ISR's, provide the proposed ISR per land use designation. Additionally, need to know if the number of beds /density of the nursing home outparcel is based solely on their land area (acreage) or if any portion of their density utilized the subject property to attain their number of beds /density (we previously spoke of such issue). May be in written form. See also other Planning comments regarding this issue. Sheet SC3.00 Indicate on the subject property the locations of the land use designations Commercial General (CG) and Residential Medium (RM) and the locations of the Zoning Districts Commercial (C). and Medium Density Residential (MDR). 9. 7/31/08 - WW Response says the second floor plans have been submitted; however, I do not find such plans. 6/4/08 - WW Provide the second floor plans for the duplex units (a and b floor plans). Development Review Agenda - Thursday, August 7, 2008 - Page 27 DRC Action Ag.da 1.1 10 . 8/6/08 - WW a i If the average grade has been determined to be 13.5 feet, unclear where the 83 feet height comes in. The highest point indicated on the elevations is 80.5 feet above average elevation. Revise Site Data on Sheet G1.01 and in written material. 6/4/08 WW Elevations and Height - a. Definition of "height, building or structure" requires height to be measured using the average grade elevation of the site to the top of the building. Need to determine the height of the building so we can advertise properly (see also "b" below). b. Based on the Code definition of "height, building or structure ", parapets may only extend a maximum of 42- inches above the flat roof of the building. In this case, and assuming under "a" above that the building height is exceeding 50 feet, the parapet/mansard roof is dimensioned at 9' -11 ".. Since this parapet/mansard roof exceeds the maximum of 42 ", the request for an increase to height would need to be determined from the average grade of the site to the top of the parapet/mansard roof. c. Based on the Code definition of "height, building or structure ", mechanical rooms may only extend a maximum of 16 feet above the flat roof of the building. I am unaware if any of these structural projections above the flat roof deck shown on the elevations are solely mechanical rooms or purely decorative architectural features.. If solely mechanical rooms, Staff cannot support heights of these mechanical rooms exceeding 16 feet above the flat roof deck (dimensioned at 19' -10 "). For purely decorative architectural features, we would need to advertise the height of the building rather than the height of the parapet/mansard roof (see "b" above) but to the top of these decorative architectural features. 11. 8/6/08 WW You have. answered regarding the main building. Please indicate for the duplex buildings and the guard house. 5/8/08. -. WW Show or indicate the location of all outside mechanical equipment and required screening. 12. 8/6/08 -. WW Based on the survey and site plans submitted, the proposed fence eliminates the handicap accessible path from the existing handicap parking spaces north of the high -rise ALF building adn does not replace it with a new handicap accessible path meeting Code requirements. Revise. 6/3/08 - WW Sheet SC3.02 - A proposed six -foot high decorative fence is proposed along the south side of the existing parking lot north of the high -rise ALF. building, placing the parking lot outside of the fencing. Unclear how persons parking in this parking lot access the high -rise ALF building, especially handicap individuals. Need to provide an accessible path meeting ADA requirements for this project to Cross Blvd (see Traffic Engineering). 13. 8/6/08 - WW Agreed that the undergrounding will occur at this time only in the area of redevelopment. A condition of approval will be included requiring such undergrounding in future redevelopment phases when they come through the process. 6/3/08 - WW Code requires the undergrounding of any on -site overhead utilities. 14. 8/6/08 WW Thank you for revising based on the comments below. However, staff will be advertising differently now in the future and we need for you to revise how the request is stated (see "Request on the DRC comments. Response to criteria needs to address and justify. general Code requirements for that use as a point of comparison as to what is proposed. See me for discussion of this change. 6/4/08 - WW Attachment B. - a. Ensure all reductions to setbacks are consistent with that listed by Staff in the "request "; b. Reductions to. setbacks and landscape buffers are not required for cross - access driveways; and c. Ensure all landscape buffer reductions are consistent with that listed by Staff in the "request ". Development Review Agenda - Thursday, August 7, 2008 - Page 28 DRC Action Agmda 1.1 Notes: 15 . 8/6/08 - WW Need to be more specific with your response. If the gazebo and deck were constructed without the benefit of a building permit, and they are desired to be retained in their present location, then need to include in the request and provide justification.. If approved by the CDB, then after -the -fact permits will be required. If, however, there are to be changes to the existing conditions, you need to tell me what you are proposing and then address such changed conditions in the request and justification. 6/3/08 - WW We have been made aware by an adjoining property owner (Allan Stowell) that a gazebo and deck northwest of the high -rise ALF building has been constructed close to the property line (with the deck apparently extending onto Mr. Stowell's property) without the benefit of a building permit. Provide documentation such structures were constructed with a building permit, remove such structures immediately or need to request to retain such structures (later will need to obtain required after - the -fact building permits), although removing any encroaching structures on Mr. Stowell's property. 16. 8/6/08 & 6/3/08 - WW The City has adopted amendments to our Comprehensive. Plan prohibiting the establishment of new hospitals, nursing homes and assisted living facilities within the Coastal Storm Area and the area inundated by a category 2 hurricane. Need to ensure such facilities are not located within such areas.. See Catherine Porter for information regarding Plan amending language and maps. 17. 8/6/08 - WW Response is that there will be only one person/bed per room in everything except the independent living units. Include as a condition of approval in the Staff Report. 6/4/08 - WW Based on the floor plans submitted for the main building, it is unclear what the maximum population (ie: maximum number of beds) is anticipated in this facility for areas other than the independent living units (attached dwellings), including the memory support, skilled nursing ( ?) and assised living units. How many beds per room ?. We need to include such population in the request. 18. Parking Sufficiency Study - After additional discussion of regulations by Planning staff, a Residential Infill Project parking requirement under the proposed MHDR District is two parking spaces per unitl. While you do not need to change what you already have in the Study, I do need for you to. calculate what the Residential Infill Project parking requirement is,and indicate such in the Study. Additionally, I need such information included in the Site Data on Sheet G1.01. 19 . When providing responses to DRC comments, please group comments by departments, as you received such comments, rather than as submitted on July 14th. Other: No Comments Development Review Agenda - Thursday, August 7, 2008 - Page 29 DRC Action Agmda 1.1 L ^ 10:30 ain dl' Case Number: FLD2008 -0500 - -- 2855 GULF TO BAY BLVD. Owner(s): Bvg Acquisition Inc Dba Bayview Gardens Clearwater, F133759 TELEPHONE: No Phone, FAX:. No Fax, E- MAIL: No Email 40 p1^.1 �. r, 0 Representative: Tampa Bay Engineering Group. Inc 380. Park Place. Blvd Clearwater, F133759 TELEPHONE:. 727 -531 -3505, FAX: 727 -531 -1294, E- MAIL: BZARLENGA @TBEGROUP.COM Location: 31.12 total acres located generally at 2855. Gulf to. Bay Boulevard (south side of Gulf to Bay Boulevard between Cross Boulevard [east] and Sky. Harbor Drive [west]). Atlas Page: 300B. Zoning District:. C, Commercial. Request: Flexible Development approval for the redevelopment of the overall 31.12 acre - property zoned Commercial (C) District, Office (0) District and Medium Density Residential (MDR) District to permit a total of 229 attached dwellings (Independent Living Units) (73 units existing to remain; 156 units proposed) and a total of 210 beds of assisted living facility (94 beds existing to remain; 116 beds proposed) with a reduction to the front (north) setback along Gulf to Bay Blvd from five to four feet (to existing sign), a reduction to the front (east) setback along Cross Blvd from 25 feet to one -foot (to existing pavement), a reduction to the front (north) setback along Cross Blvd from 25 to zero feet (to proposed guardhouse), a reduction to the side (east) setback from 10 to five feet (to existing pavement), a reduction to the side (west) setback from 10 to two feet (to existing pavement), a reduction to the side (north) setback from 10 to zero feet (to existing building and pavement) and an increase to building height from 25 to xx feet (to roof deck for existing assisted living facility building), as a Comprehensive Infill Redevelopment Project in the Commercial (C) District, under the provisions of Section 2- 704.C; and a reduction to the front (west) setback along Sky Harbor Drive from 25 to 21 feet (to existing building), an increase to building height from 30 to 74 feet (to roof deck for proposed building) and a reduction to the required number of parking spaces from 563 to 424 parking spaces, as a Residential Infill Project in the Medium Density Residential (MDR) District, under the provisions of Section 2- 304.G; Reductions to perimeter buffers along Cross Blvd (east) from 10 feet to one -foot (to existing pavement), along the east side from seven to five feet (to existing pavement), along the west side from five to two feet (to existing pavement), along the north side from 10 feet to zero feet (to existing building and pavement) and at the southeast corner of the adjacent nursing home parcel from 10 feet to 4.9 feet, as a Comprehensive Landscape Program under the provisions of Section 3- 1202.G. Proposed Use: Assisted living facilities Neighborhood No Registered Assocation Association(s): TELEPHONE: No Phone, FAX: No Fax, E- MAIL: No Email Neighborhood Clearwater Neighborhoods Coalition Association(s): Clearwater, 17133763 1821 Springwood Cir S TELEPHONE:. No Phone, FAX: No Fax, E- MAIL: No Email Presenter:. Wayne Wells, Planner III Attendees Included:. City: Wells ,Rice,Doherty,Keller,Albee,Beery Applicant:Marc Mariano,Brian Zarlenga,Justin Howell,Troy Hart, John C1ees,George Hernandez,Doug Smith,Katherine Reek,Michelle. Juviani,Sarah Brietenger Guests:Allan Stowell,David Vaughn,Eugene Son,Rebecca Thone The DRC reviewed this application with the following comments: General Engineering: Development Review Agenda -. Thursday, June 5, 2008 - Page 12 DRC Action Agmda 1.1 Prior to the issuanc0a Bulding Permit: • 1. Applicant shall obtain permanent address assignments from the Engineering Department. 2. The City of Clearwater will provide water taps, (Clearwater Code of Ordinances Section 32.095), set the water meters (Clearwater Code of Ordinances Section 32.096) and set the B.F.P.D.s (back flow prevention devices).. The applicant is responsible for the water main extension from the tap to the device. Applicant is also responsible for all associated fees and all other installation fees. 3. Provide a copy of an approved Florida Department of Environmental Protection (F.D.E.P.). permit for the installation of the domestic water main prior to issuance of a building permit. Prior to Request for, Clearance, the applicant shall be responsible for bacteriological testing of completed water mains and all fees associated with the testing. The health permit application form(s) can be found at: http: / /www.dep.state.fl.us /water /drinkingwater /fomis.htm 4. Please note the City. Engineering has on file a recorded copy of a cross - access /cross parking agreement between the subject property and the Harbour Wood Nursing home (formerly Bayview Nursing Pavilion). 5. At building permit, identify all sanitary sewer manholes and provide proposed pipe lengths and slopes for all sanitary. pipes to be replaced. 6. Where water services are to be capped, the services shall be cut and capped as close to. the water main as practical to prevent stagnation. 7. Sidewalks are required to be installed on both sides of the roads in this development and have a minimum width of 4 -feet. Community Development Code. Sec. 3 -1907. 5) Sidewalks and sidewalk ramps adjacent to or a part of the project shall be designed and constructed consistent with City of Clearwater Contract Specifications and Standards Index # 109, including the A.D.A. (Truncated domes per D.O.T. Index #304). General Note: If the proposed project necessitates infrastructure modifications to satisfy. site - specific water capacity and pressure requirements and/or wastewater capacity requirements, the modifications shall be completed by the applicant and at their expense. If underground water mains and hydrants are to be installed, the installation shall be completed and in- service prior to construction in accordance with Fire Department requirements. General Note: DRC review is a prerequisite. for Building Permit Review; additional comments may be forthcoming upon submittal of a Building Permit Application. Environmental: I . Prior to. building permit: Provide detailed erosion control measures for the construction wash down area. Fire: 1'. The porte- cacheres'must have a clear hieght of 14'. Acknowledge PRIOR TO CDB 2. Must Comply with Ordinance No. 7617 -06 Radio System Regulations for buildings, Install 911. Radio Repeater / Antenna Booster. System for emergency Fire and Police communications.Acknowledge intent to comply in letter form for file PRIOR TO CDB 3 . Provide location of Fire Department Connection. This must be a minimum of 15'. from the building in an accesible location and be within 25' to 50' of a dedicated fire hydrant. Show. on Utility pages PRIOR TO CDB. 4. All vehicle gates will be required to be equiped with a Knox Key switch and have battery. backup in the event of power outage.. Show on plan pages SC3.01,SC3.02, SC3.03, SC3.08 PRIOR TO. CDB 5 . All vehicle gates must maintain a minimum 20' clear opening. Show on pages SC3.01, SC3.02, SC3.03. & SC3.08 PRIOR TO CDB Harbor Master: 1 . No issues. Legal: 1 , No. issues. Land Resources: Development Review Agenda - Thursday, June. 5, 2008 - Page 13 0 DRC Aui- Agenda L 1 1 , Reasses potential Octs at every tree to be preserved. Address utilpemo impacts under the trees canopies. Insure all proposed utilities are addressed, roof drains and sanitary. demo at trees #361. and #366, sanitaryy demo at tree #352, roof drain at trees #431, 411 and 440, water lines at #440 and storm drain at tree 398. The proposed sanitary is too close to tree #357. These are just a few examples. Revisit every tree to insure every impact is addressed prior to building permit. 2. Show the propsed undergroud electic on the tree preservation plan and address the possible tree . impacts prior to building permit. 3. Show to remove all #1 and #2 rated trees prior to building permit. 4. Tree replacement are required for all #2.5. rated trees and above and palm trees equal 1 removed or replacements. Revise calculations prior to building permit. Landscaping: Development Review Agenda - Thursday, June 5, 2008 - Page 14 DRC Action Agmda 1.1 1 . Wheel stops are retired for all parking spaces that abut landscape * (in addition to required curbing). This applies to both existing parking spaces to remain and new parking spaces. 2. Sheet SC3.01, SC3.02, L3.00 and L3.01 - A six -foot high decorative fence is proposed extending along Sky Harbor Drive north of the project drive and then into the property along the north side of this drive and on the east side along Cross Blvd. Section 3- 804.A.3 requires a three -foot wide landscape area with a hedge on the outside of the fence on the street side of the fence. Additionally, with the amount of improvement to this property, even though the areas around this drive entrance on Sky Harbor Drive is not proposed to be renovated and is for "future development, landscaping improvements should be made at this project entrance. Revise. 3 . Landscape Sheets L3.00 L3.05 - Indicate the property lines on these sheets. 4. Sheets L3.01 and L3.03 - A 10 -foot wide landscape buffer is proposed along the east property line and the request is to. reduce it to five feet. A six -foot high decorative fence is proposed within this buffer, but no continuous hedge or shade trees every 35 feet. Provide a continuous hedge within this five -foot area on the inside of the proposed fence (DSP may be spec'ed in this area but plans are not clear; DSP. is too small otherwise; Code requires shrubs as part of hedges to. be 18 -24" high at time of planting). Provide accent trees (two accent trees = one shade tree) within this buffer where possible. Do not plant proposed accent trees under the canopy of existing trees. 5. Sheet L3.06 - Planting Schedule lists the specifications for SPX and WRX "as noted on plan ". Plan does not indicate height of these palms. Code requires a minimum height of 10 -foot clear trunk. Revise to indicate minimum height. 6. Sheet L3.06 Code requirement for accent trees is a minimum of eight -foot tall and two -inch caliper at time of planting. Planting Schedule specifications for LI, LJ and MC do not indicate these minimum standards. Revise. 7. Sheet L3.01 - Parking lot north of the existing high -rise. ALF. can be improved with landscaping within the east and west perimeter buffers (none shown).. Revise. 8. Sheet L3.11 -. If the required "interior islands required" is 28,318 sf and the "interior islands provided is 30,671 sf, with shrubs required at 50% of the "interior islands required" of 14,159 sf, unclear how. the "shrubs provided" is greater in square footage (31,866 sf) than the "interior islands provided ". of 30,671 sf. Advise /revise. 9'. Sheets L3.00, L3.01, L3.02 and L3.11 - Landscape buffers are required along the. north property line adjacent to the commercial areas fronting on Gulf to Bay Blvd and along the north property line of the Harbour. Wood Nursing Home parcel. Unclear why these areas are being ignored, . being shown as "future development ", as these areas can be planted to meet the requirements and preserved when these. areas are developed in the future.. Revise. 10. Sheet L3.02 - Seven PE are proposed along the east property line of the Harbour Wood Nursing - Home parcel.. Since PE produces sap, which people don't like dropping on their cars, recommending relocating any PE shown so that they are not closer than 20 feet to any parking area (we get many requests to remove pines for this reason; we are trying to prevent their future removal). 11 . Sheet L3.12 -. Irrigation system must provide 100% coverage to all landscaped areas. 12. Comprehensive Landscape Program - Need to identify all reductions or changes from Code landscaping requirements that are requested and the reponses to. the crteria need to address these reductions and changes in light of the criteria.. Landscape associated with the Comprehensive. Landscape Program shall exceed minimum Code requirements to offset the areas where minimum Code will not be met. Parks and Recreation: 1 . The Public Art and Design Impact Fee is due and payable on this project prior to issuance of building permit. This fee could be substantial and it is recommended that you contact Chris Hubbard at 727 -562 -4837 to calculate the assessment. Stormwater: Development Review Agenda - Thursday, June 5, 2008 - Page 15 DRC Action Agcndo I.I The following sh*addressed at Building Permit application. 1. City. of Clearwater criteria allows only 1/2 credit to be given to the existing impervious area in curve number determination. 2. Provide a copy of the approved SWFWMD. permit. 3. Show on the construction plan a drainage easement drawn from the center line of the creek to a point 25 -feet beyond the top of bank on either side of the creek to be dedicated to the City of Clearwater. Sufficient documentation shall be submitted and approved prior to issuance of the first Certificate of Occupancy. Please contact Earl Barrett at 727 -562 -4754 for further information. 4.. The City of Clearwater suggests a 25' private drainage easement over the pond outfall pipe of the Harbour. Wood Nursing Center to be dedicated to the owner of this center. Please show this easement on the construction plan and a copy of the easement document to be submitted to the City for record. General note:. 1. DRC review is a prerequisite for Building Permit Review; additional comments may be forthcoming upon submittal of a Building Permit Application. Solid Waste: 1 . Please explain how all solid waste will be handled. Traffic Engineering: 1 . Traffic. Operations Division shall require that the parking study take into account similar assisted living facilities in the Pinellas County area. The parking ratios for these facilities in the nearby area are a better reflection of what the proposed parking will be. 2. Handicapped parking stalls shall be dispersed throughout all buildings. 3. Provide a minmum of 9. handicap - parking stalls per Florida Accessibility Code for Building Construction Chapter 11, Section 1 1- 4.1.2. Also. show this on the Site Data page. 4. Provide handicap parking stall and sign details compliant with City standards. http: / /www.myclearwater. com/ gov/ depts/ pwa /engin/Production/stddet/index. asp 5. Provide ADA standard truncated domes where sidewalk crosses the roadway and/or driveway.. Use FDOT 2006 Design Standards Index 304 and provide this detail on the site plan. 6. Provide typical dimensions for parking stalls and drive aisles. The dimensional width and length of a parking stall shall be to current City standards. 7. For multiple building(s), handicapped parking spaces shall be dispersed and located closest to the accessible entrances (Florida Building Code Ch. 11 Section 11- 4.6.2). Planning: The above to be addressed prior to a Community Development Board (CDB) hearing. General Note(s): 1) Applicant shall comply with the current Transportation Impact Fee Ordinance and fee . schedule and paid prior to a Certificate of Occupancy (C.O.). 2) DRC review is a prerequisite for Building Permit Review; additional comments may be forthcoming upon submittal of a Building Permit Application. Development Review Agenda - Thursday, June. 5, 2008 - Page 16 DRC Action Agenda 1.1 1 . Show or indicate th0cation of all outside mechanical equipment Aquired screening. 2. Based on the floor plans submitted, there are "memory support" units on the first floor and "skilled nursing ". units indicated on the second and third floors. The property is zoned Medium Density Residential (MDR) District, where "nursing homes" are not a listed permissable. use.. Unclear of how the State will classify /license the "memory support" units, but if as a "nursing home" this appears to be a problem also. One cannot request such use through Residential Infill Project use, as the criteria requires requested uses to be listed within the zoning district... Nursing homes are permissable in the MHDR District. Revise. 3— Sheet G1.01 Site Data Indicate the existing Land Use designations on the property. Indicate the land area (square footage and acreage) under the three land use designations /zoning districts (CG /C, R/OG /O and RM/MDR).. Indicate how the overall density was calculated, including that AL units are based on three beds = one dwelling unit, and upon what acreage the density was calculated (if utilizing all three land use designations /zoning districts and based on density averaging). We have to report density averaging projects to the Pinellas Planning Council (PPC). Also, since these land use designations have different maximum ISR's, provide the proposed ISR per land use designation. Additionally, need to know if the number of beds /density of the nursing home outparcel is based solely on their land area (acreage) or if any portion of their density utilized the subject property to attain their . number of beds /density (we previously spoke of such issue). May be in written form. See also other Planning comments regarding this issue. Sheet SC3.00 - Indicate on the subject property the locations of the land use designations Commercial General (CG) and Residential Medium (RM) and the locations of the Zoning Districts Commercial (C) and Medium Density Residential (MDR). 4. Sheet G1.01 - Revise Site. Data Note #1 to 2855 Gulf to Bay Boulevard. 5— Please provide the math to document the HarbourWood Nursing Home density is contained on their own property.. Our occupational license indicates 120 beds.. You indicate in your response to General Applicability criteria #1 that their density is 14.7 du/acre. I do not know their acreage and am unclear if you used 3 beds = one du. If their density is not contained on their own property, need to reflect such in your density calculations for this project. Additionally, please. provide documentation that they have their required parking on their own property. Parking requirement is one space /1,000 square feet of GFA. If they do not have their required parking on their own property, since this nursing home used to be part of Morton Plant Mease property, then need to provide required parking on the subject property of this application to meet the minimum Code requirement. 6. Building elevations (all buildings) need to indicate the proposed exterior materials and colors (including the color name). Provide samples /swatches of proposed colors (such as color 1, 2, etc.). 7.. On all appropriate site plan sheets and landscape sheets, show all required sight triangles. Ensure all objects and landscaping within the visibility triangles meet requirements. 8. The proposed project intends to keep the basic internal streets in their existing location. The request includes a proposal to gate this community, with a primary manned gate at Cross Blvd, a gate on Cross Circle northeast of the access drive to. Sky Harbor Drive and a gate at the south end of the Harbour Wood Nursing Home parcel on Cross Blvd.. The address for this site. is 2855. Gulf to Bay Blvd., which is intended to be retained. However, the Harbour Wood Nursing Home, which is on a separate parcel and is owned by another entity, is also addressed at 2855 Gulf to Bay Blvd (per the phone book and their occupational license). The Property Appraiser has the Harbour Wood Nursing Home at 2861 Gulf to Bay Blvd. By design, the proposed gating of the project will require. Harbour Wood personnel and guests to access that facility via Sky Harbor Drive.. The address for Harbour Wood Nursing Home, therefore, should change to a Sky Harbor Drive address. Has the proposed gating and net effect regarding an address change been discussed with Harbour Wood management? Development Review Agenda - Thursday, June 5, 2008 - Page 17 DRC Action Agcoda 1.1 9 . We have been made *are by an adjoining property owner (Allan StO) that an air conditioning chiller located on the northwest side of the maintenance building west of the high -rise ALF building is extremely noisey. His concern is also with the closeness of the concrete pad to the property line. Can the concrete pad be cut back, while still maintaining adequete area for maintenance and operational aspects of the a/c unit and can a masonry wall a maximum of six feet in height be constructed to help. mitigate. the noise impacts of this a/c unit? 10. We have been made aware by an adjoining property owner (Allan Stowell) that a gazebo and deck northwest of the high -rise ALF building has been constructed close to the property line (with the deck apparently extending onto Mr. Stowell's property) without the benefit of a building permit. Provide documentation such structures were constructed with a building permit, remove . such structures immediately or need to request to retain such structures (later will need to obtain required after -the -fact building permits), although removing any encroaching structures on Mr. Stowell's property. 11 . Sheet G1.01 - Site Data Note #11 Since the plans indicate DER jurisdictional areas, unclear of the meaning of this note. 12. The City, has adopted amendments to our Comprehensive Plan prohibiting the establishment of new hospitals, nursing homes and assisted living facilities within the Coastal Storm Area and the area inundated by a category 2 hurricane. Need to ensure such facilities are not located within such areas. See Catherine Porter for information regarding Plan amending language and maps. 13 . Flood zone information is missing from the survey. Revise... Also reflect the flood zones onto the site plans.. There appears there may be a VE flood zone, which could affect location and/or design of units on the. south side of the property. 14. Survey and plans indicates a "Parcel 1" in the northeast corner for the high -rise ALF building. This "Parcel 1 ". is presumed to be for internal applicant purposes only, as there is no separate parcel per the Pinellas County Property Appraiser information.. Any such desire to separate this "Parcel 1" from the rest of the property (Parcel 2) requires the filing of a subdivision application with the City and compliance with all applicable Code provisions. 15. Based on the number of parking spaces indicated on Sheet SC3.00 and assuming (based on the elevations of the nine duplex buildings) four parking spaces for each duplex building, I count a total of 427 parking spaces provided. Sheet G1.01 indicates a total of 424 spaces. Reconcile parking numbers. 16. Sheet SC3.01 - A pedestrian gate is proposed at the existing sidewalk on the north side of the drive to Sky Harbor Drive close to the proposed gate.. While there are existing sidewalks on the south side. of the drive to Sky Harbor Drive, these sidewalks appear narrow (not complying with ADA width requirements). Need to provide. an accessible path meeting ADA requirements for this project to Sky Harbor Drive (see Traffic Engineering). 17. Sheet SC3.01 - A six -foot high decorative fence is proposed extending along Sky Harbor Drive north of the project drive and then into the property along the north side of this drive. There is an existing wall in this location. Unclear of the need for a double "fence /wall" at this location.. Advise. 18. Sheet SC3.02 - Unclear why the proposed guard house could not be moved back to. meet required (or greater than presently proposed) setbacks and provide the required opening width in the gate the Fire Department needs.. Advise /revise. 19. Sheet SC3.02 - A proposed six -foot high decorative fence is proposed along the south side of the existing parking lot north of the high -rise ALF building, placing the parking lot outside of the fencing.. Unclear how persons parking in this parking lot access the high -rise ALF building, especially handicap individuals. Need to provide an accessible path meeting ADA requirements for this project to Cross Blvd (see Traffic Engineering). 20. Sheet SC3.02 - Show handicap parking in the parking lot north of the high -rise ALF building, meeting Code requirements. 21 . Sheet SC3.03 - There is an existing dumpster at the southeast comer of the adjacent nursing home. Ensure the proposed decorative fence does not create isses for the trash truck turning movements. 22. Sheets SC3.01( ?), SC3.02, SC3.03 and SC3.05. - The chain link fencing along the north property. line (cannot tell if it is proposed along the entire north property line - see Sheets SC3.01. and SC3.02) and along the west property. line south of the Harbour Woods Nursing Home parcel must be green or black vinyl clad and must be planted with a continuous hedge or vine per Sections 3- 805.C. and D. (Sheet S3.04 indicates adequate. landscaping along southwest property line). Development Review Agenda - Thursday, June 5, 2008 - Page 18 DRC Action Ag.da 1.1 23 . Sheet SC3.03 - Prof1d pavement near the southeast comer of the lug Home parcel does not meet the required 5 -foot side setback and the 10 -foot landscape buffer. Sheet SC3.09 states the pavement is proposed at a 4.9 -foot setback, while that which is drawn on Sheet SC3.03. is less than 4.9 feet. However, unclear why such setback and buffer cannot be met and Staff cannot support a 0.1 -foot reduction to the required setback. Revise. 24. Code requires the undergrounding of any on -site overhead utilities. 25. Sheet L3.11 - Remove the "Parking Requirements ". from this sheet to avoid inconsistent information, as the numbers provided are inconsistent with that on Sheet G1.01 and by actual parking counts. 26. Sheet L3.03 - Relocate "wayfmding signage out of Cross Blvd. roadway. 27.. Sheet L3.10 -. While signage is not being reviewed under this FLD case, the survey and Sheet SC3.01 indicate a " signage easement" at the Sky. Harbor Drive entrance, which most likely is for the Harbour Wood Nursing Home.. Unclear how the sign indicated on this sheet for this area provides any signage for the Nursing Home. Advise. 28. Sheet SC3.03 A screen wall is indicated around the loading and dumpster area with a note to "see landscape plan ". assumably for the details for such. No such screen wall is indicated on the Landscape. Plans. Revise. 29. Sheet SC3.02 -. Assumably there will be a pedestrian gate at Cross Blvd near the guard house.. If the "pedestrian gate ". detail on Sheet L3.10 is to. be used, this is a problem with fence height.. Advise /revise. 30. Sheet SC3.03 - In order to comply with ADA accessible path requirements for the Harbour Wood Nursing Home parcel, won't a pedestrian gate be required at the sidewalk at Cross Circle (see Traffic Engineering)? 31 . Provide the second floor plans for the duplex units (a and b floor plans). 32 . Elevations and Height - a. Definition of "height, building or structure" requires height to be measured using the average grade elevation of the site to the top of the building.. Need to determine the height of the building so we can advertise properly (see also "b" below). b. Based on the Code definition of "height, building or structure ", parapets may only extend a maximum of 42- inches above the flat roof of the building. In this case, and assuming under "a ". above that the building height is exceeding 50 feet, the parapet/mansard roof is dimensioned at 9' -11 ". Since this parapet/mansard roof exceeds the maximum of 42 ", the request for an increase to height would need to be determined from the average grade of the site to the top of the parapet/mansard roof. c. Based on the Code definition of "height, building or structure ", mechanical rooms may only extend a maximum of 16 feet above the flat roof of the building. I am unaware if any of these structural projections above the flat roof deck shown on the elevations are solely mechanical rooms or purely decorative architectural features. If solely mechanical rooms, Staff cannot support heights of these mechanical rooms exceeding 16 feet above the flat roof deck (dimensioned at 19' -10"). . For purely decorative architectural features, we would need to advertise the height of the building rather than the height of the parapet/mansard roof (see "b ". above) but to the top of these decorative architectural features. 33 . Elevations - Elevations are directionally impaired (revise): a. East is really West; b. South is really North; c. West is really East; and d. North is really South. 34. Based on the floor plans submitted for the main building, it is unclear what the maximum population (ie:. maximum number of beds) is anticipated in this facility. for areas other than the independent living units (attached dwellings), including the memory support, skilled nursing ( ?) and assised living units. How many beds per room? We need to include such population in the request. 35 . Application/request Ensure the request includes the maximum number of beds that will be in the ALF (existing and proposed) and includes all setback reductions, parking reduction, height increase and landscape buffer reductions. 36. Attachment B. - a. Ensure all reductions to setbacks are consistent with that listed by Staff in the "request "; b. Reductions to setbacks and landscape buffers are not required for cross - access driveways; and c. Ensure all landscape buffer reductions are consistent with that listed by Staff in the "request ". Development Review Agenda - Thursday, June 5, 2008 - Page 19 DRC Active Agenda 1.1 37 . Parking Sufficiency *dy - a. Introduction - Harbour Wood to the west is a nursing home, not an assisted living facility; b. Existing Conditions - It is unclear if you are equating independent living units with independent living BEDS. If independent living units are attached dwellings by our Code, these dwellings could have a minimum of one person to "x" number of persons living in it.. You further refer to 323 living units (= to people ?); c. Proposed Conditions - Again, you refer. to 116 assisted living units (_. to beds ?); d. Proposed Conditions - The duplex dwellings are proposed along the south and east sides of the property, not the west. Correct? e. Was there an analysis done on the existing Bayview Gardens as to the number of units/beds, the number of persons living in the facility owning a car or cars, when the existing parking spaces are fully utilized (or empty), the use of buses for the existing facility, etc.? This would be good information relative to the existing facility. providing a comparison to the proposed conditions. 38 . Ensure the responses to the General Applicability, Comprehensive Infill Redevelopment Project and Residential Infill Project criteria address all of the requested reductions and/or increases in the individual responses, as appropriate to the criteria. Other: No Comments Notes: This application is insufficient to move forward to the CDB.. Revise all plans and application material appropriately and submit 15 new sets of materials to be scheduled for additional DRC review. Development Review Agenda - Thursday, June 5, 2008 - Page 20 DRC Action Agmda I.1 a s Wells, Wayne From: Kronschnabl, Jeff Sent: Wednesday, June 04,2008.112:42 PM To: Garriott, Kevin;. Bates, Dan; Delk, Michael Cc: Wells, Wayne Subject: RE: My inaugural meeting with Mr. Allan Stowell (cell phone 644 -2700) Noise complaints are handled by the police department -. I've copied Deputy Chief Williams - thanks - - - -- Original. Message---- - From: Garriott, Kevin. Sent: Wednesday, June 04, 2008 12:20 PM To: Bates, Dan;. Delk, Michael; Kronschnabl, Jeff Cc: Wells, Wayne Subject: RE: My inaugural meeting with Mr. Allan Stowell (cell phone 644 -2700) Our inspector went to the site this AM. Checking the a/c equipment which had a permit and was replaced in 2005.. This property is going for a variance at DRC tomorrow, I believe. - - - -- Original Message---- - From: Bates, Dan Sent: Wednesday, June 04, 2008 8:57 AM To:. Delk, Michael; Kronschnabl, Jeff Cc: Wells, Wayne; Garriott, Kevin Subject: My inaugural meeting with Mr. Allan Stowell (cell phone 644 -2700) Teammates - At. about 4:50 p.m. yesterday (Tuesday, June 3, 2008) I had occasion to be walking past our CRT front counter as Inspector Phillips and Inspector McMahan were engaged in conversation / research for. a subject later identified as Mr. Stowell.. As it turns out, they were locating and providing Stollwell with copies of Clearwater. Code 15 -08 "Noise." Stowell advised he had just finished a visit. with "Wayne ". in planning. Mr. Stowell was asking to speak to someone "in charge and I identified myself. He stated that he had just returned from the "field" and was visibly upset. that the Clearwater Police Officer who. had responded to what turns. out. to be Mr. Stowell's vacant lot north of Village Inn (a property he also owns) regarding. Mr.. Stowell's complaint of excessive noise.. Mr. Stowell explained that. a large 37 acre ACLF which is built. adjacent to Mr. Stowell's aforementioned vacant lot has. a large cold water HVAC. chiller unit built. near. the south boundary of Stowell's vacant. property and, in Stowell's opinion, the operational noise coming from said chiller unit. is. "deafening." Mr. Stowell's disappointment stemmed from the fact that the officer responding could not locate the Clearwater. noise ordinance in a book the officer kept. in the trunk of his patrol vehicle, the officer did not carry, nor did he know where to acquire a "noise measuring device ". (decimeter), and the office did not carry any business cards to provide to Stowell with the officer's. name and report. number.. 1 Stowell went on to explaothat. the ACFL is going to. be refeloped soon and there is a DRC meeting regarding the project. this Thursday (June 5th, 2008) of which Stowell. has been noticed. and plans to. attend.. His. contention was. that the chiller units present. location impedes his ability to develop. the aforementioned vacant. lot. upon which he tentatively plans to possibly build a medical office building. He was convinced that. he needed. a noise meter reading to substantiate his assertion. "I'll meet you out there ". Stowell. stated however my reply was I had no. intention of traveling to. his site and becoming involved in this. issue. After. speaking to both Janet M. and myself I asked Stowell. if he was familiar. with the noise complaints involving. Cafe 13;. located in Safety Harbor however effecting. Clearwater residents. When he said he was not, I provided him with the newspaper article that. I had which outlined the entire ongoing issue.. I asked. Stowell what he would do IF a noise meter reading. did. NOT substantiate his. assertion that the noise was excessive (As was the case with Cafe 13). He then decided that perhaps. the noise meter portion of his. objection might be a risk he didn't. want. to. take. He then went. on to. want to discuss the entire issue of "private roads and I advised him it was after 5:30 p.m. and I had no useful information regarding. private roads, his rights to. access.his own residence via a private road, whether private roads needed to be closed at least one day per year (as. they do. in Times Square) OR anything involving the history of the private road (apparently running through the 37 acre ACLF site). I left him with the thought that. he was on the right track attending. the Thursday CRT meeting and that was the best place and the best process for him to air his concerns regarding loud chiller units, sound buffers, private roads and anything else that was a concern to. him. Just giving you a too long heads. up regarding what was discussed in the CRT office.. I. found it interesting that when I asked Mr. Stowell for a business card he did not have one but rather wrote his name and cell. phone number on a yellow pad and tore it off for me. - db Dan Bates Manager:. Development Services CITY OF CLEARWATER Office Telephone: (727) 562 -4723 2 10.30 am Case Number: FLD2008 -050 2855 GULF TO BAY BLVD D . Owner(s): Bvg Acquisition Inc O Dba Bayview Gardens `� Sa Clearwater,. F133759 �� TELEPHONE: No Phone, . FAX:. No Fax, E -MAIL: No Email Representative: Tampa Bay Engineering Group. Inc 380 Park P1ace..Blvd Clearwater, F133759 TELEPHONE: 727 -531- 3505, FAX:. 727-531-1294,.E-MAIL:. BZARLENGA @TBEGROUP.COM Location: 31.12 total acres located generally at 2855 Gulf to Bay. Boulevard (south side of Gulf to Bay Boulevard between Cross Boulevard [east]. and Sky. Harbor Drive [west]). Atlas Page: 300B Zoning District: C, Commercial Request: Flexible. Development approval for the redevelopment of the overall 31.12 acre - property zoned Commercial (C) District, Office (0) District and Medium Density. Residential (MDR) District to permit a total of 229 attached dwellings (Independent Living Units). (73. units existing to remain; 156 units proposed) and a total of 210 beds of assisted living facility (94. beds existing to remain; 116 beds proposed) with a reduction to the front (north) setback along Gulf to Bay. Blvd from five to four. feet (to existing sign), a reduction to the front (east) setback along Cross Blvd from 25 feet to one -foot (to existing pavement), a reduction to the front (north) setback along Cross Blvd from 25 to zero feet (to. proposed guardhouse), a reduction to the side (east) setback from 10 to five feet (to existing pavement), a reduction to the side (west) setback from 10 to two feet (to existing pavement), a reduction to the side (north) setback from 10. to zero. feet (to. existing building and pavement) and an increase to building height from 25. to. xx feet (to. roof deck for existing assisted living facility. building), as a Comprehensive. Infill Redevelopment Project in the Commercial (C) District, under the provisions of Section 2- 704.C; and a reduction to the front (west) setback along Sky. Harbor Drive from 25 to 21 feet (to existing building), an increase to building height from 30 to 74 feet (to roof deck for proposed building) and a reduction to the required number of parking spaces from 563 to. 424 parking spaces, as a Residential Infill Project in the Medium Density. Residential (MDR) District, under the provisions of Section 2- 304.G; Reductions to perimeter buffers along Cross Blvd (east) from 10 feet to one -foot (to. existing pavement), along the east side from seven to five feet (to existing pavement), along the west side from five to two feet (to existing pavement), along the north side from 10 feet to zero feet (to existing building and pavement) and at the southeast corner of the adjacent nursing home parcel from 10. feet to 4.9 feet, as a Comprehensive Landscape Program under the provisions of Section 3- 1202.G. Proposed Use: Assisted living facilities Neighborhood No Registered Assocation Association(s): TELEPHONE: No Phone, FAX: No Fax, E -MAIL: No Email Neighborhood Clearwater Neighborhoods Coalition Association(s): Clearwater, F133763 1821 Springwood Cir S TELEPHONE: No Phone, FAX:. No Fax, E -MAIL: No Email Presenter: Wayne. Wells, Planner III Attendees Included: City: Wayne Wells, Scott Rice, Steve Doherty, Jim Keller, Rick Albee, Tom Glenn Applicant: Marc Mariano, The DRC reviewed this application with the following comments: General Engineering: Development Review Agenda Thursday, June 5, 2008 - Page 12 DRC Aclim Agmda 1.1 1. Applicant shall o0n permanent address assignments from the Enflering Department prior to submission of a building permit application. 2. The City. of Clearwater will provide water taps, (Clearwater Code of Ordinances Section 32.095), set the water meters (Clearwater Code of Ordinances Section 32.096) and set the B.F.P.D.s (back flow prevention devices)... The applicant is responsible for the water main extension from the. tap to the device. Applicant is also responsible for all associated fees and all other installation fees.. 3. Provide a copy of an approved Florida Department of Environmental Protection (F.D.E.P.) permit for the installation of the domestic water main prior to issuance of a building permit. Prior. to Request for Clearance, the applicant shall be responsible for bacteriological testing of completed water mains and all fees associated with the testing. The health permit application form(s) can be found at: http: / /www.dep. state .fl.us /water /drinkingwater /forms.htm 4. Please note the City Engineering has on file a recorded copy of a cross - access /cross parking agreement between the subject property and the Harbour Wood Nursing home (formerly Bayview Nursing Pavilion). 5. At building permit, identify all sanitary sewer manholes and provide proposed pipe lengths and slopes for all sanitary pipes to be replaced. 6. Where. water services are to. be capped, the services shall be cut and capped as close to the water main as practical to prevent stagnation. General Note: If the proposed project necessitates infrastructure modifications to satisfy site - specific water capacity. and pressure requirements and/or wastewater capacity requirements, . the modifications shall be completed by the applicant and at their. expense. If underground water mains and hydrants are to. be installed, the installation shall be completed and in- service prior to construction in accordance with Fire Department requirements. . General Note: DRC review is a prerequisite for Building Permit Review; additional comments may be forthcoming upon submittal of a Building Permit Application. Environmental: Prior to building permit: Provide detailed erosion control measures for the construction wash down area. Fire: I . The porte - cacheres must have a clear hieght of 14'. Acknowledge PRIOR TO CDB 2. Must Comply with Ordinance No. 7617 -06 Radio System Regulations for buildings, Install 911. Radio Repeater. / Antenna Booster System for emergency Fire and Police communications.Acknowledge intent to comply in letter form for file PRIOR TO CDB 3 . Add 80,000 lb. requirement to bridge comment on page CS3.02 and SC3.04. PRIOR TO CDB 4. Provide location of Fire. Department Connection. This must be a minimum of 15'. from the. building in an accesible location and be within 25' to 50' of a dedicated fire hydrant. Show on Utility pages PRIOR TO CDB. 5_ All vehicle gates will be required to be equiped with a Knox Key switch and have battery backup in the event of power outage. Show on plan pages SC3.01,SC3.02, SC3.03, SC3.08. PRIOR TO CDB 6. All vehicle gates must maintain a minimum 20' clear opening. Show on pages SC3.01, SC3.02, SC3.03 & SC3.08 PRIOR TO CDB Harbor Master: 1 . No issues. Legal: 1 . No issues. Land Resources: I_ Reasses potential impacts at every tree to be preserved. Address utility demo impacts under the trees canopies. Insure all proposed utilities are addressed, roof drains and sanitary demo at trees #361. and #366, sanitary demo at tree #352, roof drain at trees #431, 411. and 440, water lines at #440 and storm drain at tree 398. The proposed sanitary is too close to tree #357. These are. just a few examples.. Revisit every tree to insure every impact is addressed prior to building permit. 2. Show the propsed undergroud eclectic on the tree preservation plan and address the possible tree impacts prior to building permit. Development Review Agenda -. Thursday, June 5, 2008. - Page 13 DRC Action Agmda 1.1 Landscaping: • • l.. Wheel stops are required for all parking spaces that abut landscape areas (in addition to required curbing).. This applies to both existing parking spaces to remain and new parking spaces. 2. Sheet SC3.01, SC3.02, L3.00 and L3.01 - A six -foot high decorative fence is proposed extending along Sky Harbor. Drive north of the project drive and then into the property. along the north side of this drive and on the east side along Cross Blvd. Section 3- 804.A.3. requires a three -foot wide landscape area with a hedge on the outside of the fence on the street side of the fence.. Additionally, with the amount of improvement to this property, even though the areas around this drive entrance on Sky Harbor Drive is not proposed to be renovated and is for "future ". development, landscaping improvements should be made at this project entrance... Revise. 3.. Landscape Sheets L3.00 -. L3.05. -. Indicate the property lines on these sheets. 4. Sheets L3.01 and L3.03. A 10 -foot wide landscape buffer is proposed along the east property. line and the request is to reduce it to five feet. A six -foot high decorative fence is proposed within this buffer, but no continuous hedge or shade trees every 35 feet., Provide a continuous hedge within this five -foot area on the inside of the proposed fence (DSP may be spec'ed in this area but plans are not clear; DSP is too small otherwise; Code requires shrubs as part of hedges to be 18 -24" high at time of planting). Provide accent trees (two accent trees = one shade tree) within this buffer where possible. Do not plant proposed accent trees under the canopy of existing trees. 5.. Sheet L3.06 - Planting Schedule lists the specifications for SPX and WRX "as noted on plan".. Plan does not indicate height of these palms. Code requires a minimum height of 10 -foot clear trunk. Revise to indicate minimum height. 6. Sheet L3.06 -. Code. requirement for accent trees is a minimum of eight -foot tall and two -inch caliper at time of planting.. Planting Schedule specifications for LI, LJ and MC do not indicate these minimum standards.. Revise. 7. Sheet L3.01 Parking lot north of the existing high -rise ALF can be improved with landscaping within the east and west perimeter buffers (none shown). Revise. 8. Sheet L3.11 - If the required "interior islands required ". is 28,318 sf and the "interior islands provided ". is 30,671. sf, with shrubs required at 50% of the "interior islands required" of 14,159 sf, unclear how the "shrubs provided is greater in square footage (31,866 sf) than the "interior islands provided" of 30,671. sf.. Advise /revise. 9. Sheets L3.00, L3.01, L3.02 and L3.11 - Landscape buffers are required along the north property line adjacent to the commercial areas fronting on Gulf to Bay Blvd and along the north property line of the Harbour Wood Nursing Home parcel. Unclear why these areas are being ignored, being shown as "future development",, as these areas can be planted to meet the requirements and preserved when these areas are developed in the future. Revise. 10.. Sheet L3.02 - Seven PE are. proposed along the east property line of the Harbour. Wood Nursing Home parcel. Since PE produces sap, which people don't like dropping on their cars, recommending relocating any. PE shown so that they are not closer than 20 feet to any parking area (we get manyy requests to remove pines for this reason; we are trying to prevent their future removal). 11.. Sheet L3.12 - Irrigation system must provide 100% coverage to all landscaped areas. 12. Comprehensive Landscape Program - Need to identify all reductions or changes from Code landscaping requirements that are requested and the reponses to. the crteria need to address these reductions and changes in light of the criteria.. Landscape associated with the Comprehensive. Landscape Program shall exceed minimum Code requirements to offset the areas where minimum Code will not be. met. Parks and Recreation: 1'. The Public Art and Design Impact Fee is due and payable on this project prior to issuance of building permit. This fee could be substantial and it is recommended that you contact Chris Hubbard at 727 -562 -4837 to calculate the assessment. Stormwater: Development Review Agenda - Thursday, June 5, 2008 -. Page. 14 DRC Action Agenda 1.1 1'. The following shape addressed at Building Permit application. • 1. City of Clearwater criteria allows only 1/2 credit to. be given to the existing impervious area in curve number determination. 2. Provide a copy of the approved SWFWMD. permit. 3. Show on the construction plan a drainage easement drawn from the center line of the creek to. a point 25 -feet beyond the top of bank on either side of the creek to be dedicated to the City of Clearwater. Sufficient documentation shall be submitted and approved prior to issuance of the first Certificate of Occupancy. Please contact Earl Barrett at 727 -562 -4754 for further information. 4. The City of Clearwater suggests a 25' private drainage easement over the. pond outfall pipe of the Harbour Wood Nursing Center to be dedicated to the owner of this center. Please show this easement on the construction plan and a copy of the easement document to be submitted to the City for record. General note: 1. DRC review is a prerequisite for Building Permit Review; additional comments may be forthcoming upon submittal of a Building Permit Application. Solid Waste: 1 . Please explain how all solid waste will be handled. Traffic Engineering: 1. ' Traffic. Operations Division shall require that the parking study take into account similar assisted living facilities in the Pinellas County. area. The parking ratios for these facilities in the nearby area are a better reflection of what the proposed parking will be. 2. Handicapped parking stalls shall be dispersed throughout all buildings. 3.. Provide. a minmum of 9 handicap - parking stalls per Florida Accessibility. Code for Building Construction Chapter 11, Section 11- 4.1.2.. Also show this on the ". Site Data ". page. 4. Provide handicap parking stall and sign details compliant with City. standards.. http: / /www.myclearwater. com/gov/ depts/ pwa /engin/Production/stddet/index. asp 5. Provide ADA standard truncated domes where sidewalk crosses the roadway and/or driveway. Use FDOT 2006 Design Standards Index 304 and provide this detail on the site plan. 6. Provide typical dimensions for parking stalls and drive aisles. The dimensional width and length of a parking stall shall be to current City standards. 7. For multiple building(s), handicapped parking spaces shall be dispersed and located closest to the accessible entrances (Florida Building Code Ch. 11 Section 11- 4.6.2). Planning: The above to be addressed prior to a Community Development Board (CDB) hearing. General Note(s): 1) Applicant shall comply with the current Transportation Impact Fee Ordinance and fee schedule and paid prior to a Certificate of Occupancy (C.O.). 2) DRC review is a prerequisite for Building Permit Review; additional comments may be forthcoming upon submittal of a Building Permit Application. Development Review Agenda Thursday, June 5, 2008 -. Page 15 DRC Action Agenda 1.1 I . Show or indicate th0cation of all outside mechanical equipment anQuired screening. 2. Based on the floor plans submitted, there are "memory support" units on the first floor and "skilled nursing ". units indicated on the second and third floors. The property is zoned Medium Density Residential (MDR) District, where "nursing homes" are not a listed permissable use.. Unclear of how the State will classify /license the "memory support" units, but if as a "nursing home this appears to be a problem also. One cannot request such use through Residential Infill Project use, as the criteria requires requested uses to be listed within the zoning district. Nursing homes are permissable in the MHDR District.. Revise. 3— Sheet G1.01 - Site Data - Indicate the existing Land Use designations on the property. Indicate the land area (square footage and acreage) under the three land use designations /zoning districts (CG /C, R/OG /O and RM/MDR). Indicate how the overall density was calculated, including that AL units are based on three beds = one dwelling unit, and upon what acreage the density was calculated (if utilizing all three land use designations /zoning districts and based on density averaging).. We have to report density averaging projects to the Pinellas Planning Council (PPC). Also, since these land use designations have different maximum ISR's, provide the proposed ISR per land use designation. Additionally, need to know if the number of beds /density of the nursing home outparcel is based solely on their land area (acreage) or if any portion of their density utilized the subject property to attain their number of beds /density (we previously spoke of such issue). May be in written form. See also other Planning comments regarding this issue. Sheet SC3.00 -. Indicate on the subject property the locations of the land use designations Commercial General (CG) and Residential Medium (RM) and the locations of the Zoning Districts Commercial (C) and Medium Density Residential (MDR). 4.. Sheet G1.01 Revise. Site Data Note #1 to 2855 Gulf to Bay. Boulevard. 5. Please provide the math to document the HarbourWood Nursing Home density is contained on their own property. Our occupational license indicates 120 beds.. You indicate in your response to General Applicability criteria #1 that their density is 14.7 du/acre. I do not know their acreage and am unclear if you used 3 beds = one. du. If their density is not contained on their own property, need to reflect such in your density calculations for this project. 6.. 7 8. Additionally, please provide documentation that they have their required parking on their own property. Parking requirement is one space /1,000 square feet of GFA. If they do not have their . required parking on their own property, since this nursing home used to be part of Morton Plant Mease property, then need to provide required parking on the subject property of this application to meet the minimum Code requirement. Building elevations (all buildings) need to indicate the proposed exterior materials and colors (including the color name). Provide samples /swatches of proposed colors (such as color 1, 2, etc.). On all appropriate site plan sheets and landscape. sheets, show all required sight triangles. Ensure all objects and landscaping within the visibility triangles meet requirements. The proposed project intends to keep the. basic internal streets in their existing location. The request includes a proposal to gate this community, with a primary manned gate at Cross Blvd, a gate on Cross Circle northeast of the access drive. to. Sky. Harbor Drive and a gate at the south end of the. Harbour Wood Nursing Home parcel on Cross Blvd. The address for this site is 2855 Gulf to. Bay Blvd., which is intended to. be retained.. However, the Harbour. Wood Nursing Home, which is on a separate parcel and is owned by another entity, is also addressed at 2855 Gulf to Bay Blvd (per the phone book and their occupational license).. The Property Appraiser has the Harbour Wood Nursing Home at 2861 Gulf to Bay Blvd. ' By. design, the proposed gating of the project will require Harbour. Wood personnel and guests to access that facility via Sky Harbor Drive. The address for Harbour Wood Nursing Home, therefore, should change to a Sky Harbor Drive address. Has the proposed gating and net effect regarding an address change been discussed with Harbour Wood management? Development Review Agenda - Thursday, June 5, 2008 Page 16 DRC Action Agenda 1.1 9_ We have been made0are by an adjoining property owner (Allan StOO) that an air conditioning chiller located on the northwest side of the maintenance building west of the high -rise. ALF building is extremely noisey. His concern is also with the closeness of the concrete pad to the property line. Can the concrete pad be cut back, while still maintaining adequete area for maintenance and operational aspects of the a/c unit and can a masonry wall a maximum of six feet in height be constructed to help mitigate the noise impacts of this a/c unit? 10. We have been made aware by an adjoining property. owner. (Allan Stowell) that a gazebo. and deck northwest of the high -rise ALF building has been constructed close to the property line (with the deck apparently extending onto Mr. Stowell's property) without the benefit of a building permit. Provide documentation such structures were constructed with a building permit, remove . such structures immediately or need to. request to retain such structures (later will need to obtain required after- the -fact building permits), although removing any encroaching structures on Mr. Stowell's property. 11 . Sheet G1.01 - Site Data Note #11 - Since the plans indicate DER jurisdictional areas, unclear of the meaning of this note. 12. The City has adopted amendments to our Comprehensive Plan prohibiting the establishment of new hospitals, nursing homes and assisted living facilities within the Coastal Storm Area and the area inundated by a category 2 hurricane. Need to ensure such facilities are not located within such areas. See. Catherine Porter for information regarding Plan amending language and maps. 13. Flood zone information is missing from the survey. Revise. Also. reflect the flood zones onto the site plans.. There appears there may be a VE flood zone, which could affect location and/or design of units on the south side of the property. 14. Survey and plans indicates a "Parcel 1" in the northeast corner for the high -rise ALF building. This "Parcel 1" is presumed to be for internal applicant purposes only, as there is no separate parcel per the Pinellas County Property Appraiser information. Any such desire. to. separate this "Parcel 1 from the rest of the property (Parcel 2) requires the filing of a subdivision application with the City and compliance with all applicable Code provisions. 15. Based on the number of parking spaces indicated on Sheet SC3.00 and assuming (based on the elevations of the nine duplex buildings) four parking spaces for each duplex building, I count a total of 427 parking spaces provided. Sheet G 1.01 indicates a total of 424 spaces. Reconcile parking numbers. 16. Sheet SC3.01 - A pedestrian gate is proposed at the existing sidewalk on the north side of the drive to Sky Harbor Drive close to the proposed gate. While there are existing sidewalks on the south side of the drive to Sky Harbor Drive, these sidewalks appear narrow (not complying with ADA width requirements). Need to provide an accessible path meeting ADA requirements for this project to Sky. Harbor Drive (see Traffic Engineering). 17. Sheet SC3.01 - A six -foot high decorative fence is propose_ d extending along Sky Harbor Drive north of the project drive and then into the property along the north side of this drive. There is an existing wall in this location. Unclear of the need for a double "fence /wall" at this location. Advise. 18.. Sheet SC3.02 - Unclear why the proposed guard house could not be moved back to meet required (or greater than presently proposed) setbacks and provide the required opening width in the gate the Fire Department needs. Advise /revise. 19. Sheet SC3.02 - A proposed six -foot high decorative fence is proposed along the south side of the existing parking lot north of the high -rise. ALF building, placing the parking lot outside of the fencing. Unclear how persons parking in this parking lot access the high -rise. ALF. building, . especially handicap individuals. Need to provide an accessible path meeting ADA requirements for this project to Cross Blvd (see Traffic Engineering). 20. Sheet SC3.02 - Show handicap parking in the parking lot north of the high -rise ALF building, meeting Code requirements. 21.. Sheet SC3.03 - There is an existing dumpster at the southeast corner of the adjacent nursing home. Ensure the proposed decorative fence does not create isses for the trash truck turning movements. 22. Sheets SC3.01( ?), SC3.02, SC3.03 and SC3.05 -. The chain link fencing along the north property line (cannot tell if it is proposed along the. entire north property line -. see Sheets SC3.01 and SC3.02). and along the west property line south of the Harbour Woods Nursing Home. parcel must be green or black vinyl clad and must be planted with a continuous hedge or vine per Sections 3 -805.0 and .D (Sheet 53.04 indicates adequate landscaping along southwest property. line). Development Review Agenda - Thursday, June 5, 2008 - Page 17 DRC Action Agmda 1.1 23 . Sheet SC3.03 - PropOd pavement near the southeast corner of the Ag Home parcel does not meet the required 5 -foot side setback and the 10 -foot landscape. buffer. Sheet SC3.09 states the pavement is proposed at a 4.9 -foot setback, while that which is drawn on Sheet SC3.03 is less than 4.9. feet... However, unclear why. such setback and buffer cannot be met and Staff cannot support a 0.1 -foot reduction to the required setback. Revise. 24. Code requires the undergrounding of any on -site overhead utilities. 25. Sheet L3.11. - Remove the "Parking Requirements" from this sheet to avoid inconsistent information, as the numbers provided are inconsistent with that on Sheet G1.01 and by actual parking counts. 26. Sheet L3.03.7 Relocate "wayfmding signage ". out of Cross Blvd. roadway. 27. Sheet L3.10 -. While signage is not being reviewed under this FLD case, the survey and Sheet SC3.01 indicate. a "signage easement at the Sky Harbor Drive entrance, which most likely is for the Harbour Wood Nursing Home.. Unclear how the sign indicated on this sheet for this area provides any signage for the Nursing Home. Advise. 28.. Sheet SC3.03 -. A screen wall is indicated around the loading and dumpster area with a note to "see landscape plan" assumably for the details for such.. No such screen wall is indicated on the Landscape. Plans. Revise. 29. Sheet SC3.02 - Assumably there will be a pedestrian gate at Cross Blvd near the guard house.. If the "pedestrian gate ". detail on Sheet L3.10 is to be used, this is a problem with fence height. . Advise /revise. 30. Sheet SC3.03 In order to comply with ADA accessible path requirements for the Harbour Wood Nursing Home parcel, won't a pedestrian gate be required at the sidewalk at Cross Circle (see Traffic Engineering)? 31 . Provide the second floor plans for the duplex units (a and b floor plans). 32. Elevations and Height - a. Definition of "height, building or structure" requires height to be measured using the average grade elevation of the site to the top of the building. Need to determine the. height of the building so we can advertise properly (see also "b" below). b. Based on the Code definition of "height, building or structure ", parapets may only extend a maximum of 42- inches above the flat roof of the building. In this case, and assuming under "a ". above that the building height is exceeding 50 feet, the parapet/mansard roof is dimensioned at 9' -11 ". Since this parapet/mansard roof exceeds the maximum of 42 ", the request for an increase to height would need to be determined from the average grade of the site to the top of the parapet/mansard roof.. c. Based on the Code definition of "height, building or structure ", mechanical rooms may only extend a maximum of 16 feet above the flat roof of the building. I am unaware if any of these structural projections above the flat roof deck shown on the elevations are solely mechanical rooms or purely decorative architectural features.. If solely mechanical rooms, Staff cannot support heights of these mechanical rooms exceeding 16 feet above the flat roof deck (dimensioned at 19' -10 "). For purely decorative architectural features, we would need to advertise the height of the building rather than the height of the parapet/mansard roof (see "b" above) but to the top of these decorative architectural features. 33 . Elevations Elevations are directionally impaired (revise): a. East is really West; b. South is really North; c. West is really East; and d. North is really South. 34. Based on the floor plans submitted for the main building, it is unclear what the maximum population (ie: maximum number of beds) is anticipated in this facility for areas other than the independent living units (attached dwellings), including the memory support, skilled nursing ( ?) and assised living units. How many beds per room?. We need to include such population in the request. 35. Application/request Ensure the request includes the maximum number of beds that will be in the ALF (existing and proposed) and includes all setback reductions, parking reduction, height increase and landscape buffer reductions. 36. Attachment B - a.. Ensure all reductions to setbacks are consistent with that listed by Staff in the "request "; b. Reductions to setbacks and landscape buffers are not required for cross - access driveways; and c. Ensure all landscape buffer reductions are consistent with that listed by Staff in the "request ". Development Review Agenda - Thursday, June 5, 2008 - Page 18 DRC Action Agmda 1.1 Notes: 37 . Parking Sufficiency9dy - 0 a. Introduction - Harbour Wood to the west is a nursing home, not an assisted living facility; b. Existing Conditions -. It is unclear, if you are equating independent living units with independent living BEDS. If independent living units are attached dwellings by our Code, these dwellings could have a minimum of one person to "x number of persons living in it. You further refer to 323 living units (= to people ?); c. Proposed Conditions -Again, you refer to 116 assisted living units (=. to beds ?); d. Proposed Conditions -. The duplex dwellings are proposed along the south and east sides of the property, not the west. Correct? e. Was there an analysis done on the existing Bayview Gardens as to the number of units/beds, the number of persons living in the facility owning a car or cars, when the existing parking spaces are fully utilized (or empty), the use of buses for the existing facility, etc.? This would be good information relative to. the existing facility providing a comparison to the proposed conditions. 38.. Ensure the responses to the General Applicability, Comprehensive. Infill Redevelopment Project and Residential Infill Project criteria address all of the requested reductions and/or increases in the individual responses, as appropriate to the criteria. Other: No Comments Development Review Agenda -. Thursday, June 5, 2008 - Page 19 DRC Actim Agenda 1.1 CITY OF CLEARWATER PLANNING. AND DEVELOPMENT SERVICES MUNICIPAL SERVICES BUILDING 100 SOCLEARWATER, PHONE (727) 562 4567 FAX ( 72 FLORIDA 6224576 33756 ) www.myclearwater.com/epermits CASE SUMMARY OCL9331611 2855 GULF TO BAY BLVD HARBOURWOOD NURSING CENTER INC Bus phone: (727) 724 -6800 PEOPLE Role: Business Owner HARBOURWOOD NURSING CENTER INC MORTON PLANT HOSPITAL ASSOCIAT 2855 GULF TO BAY BL #31 CLEARWATER, FL 33759 FEES Assessed Amount BUSINESS TAX - RENEWAL $364.00 LICENSE FEE - RENEWAL $1,498.00 Total $1,862.00 OCCUPATIONAL LICENSE Category 053020 CONVALESCENT /NURSING HOME ACTIVITIES Date 1 Date 2 Issue License - RENEWAL Issue License - RENEWAL 01 -02 Issue License - RENEWAL Issue License Issue License - RENEWAL Renewal Notice 7/25/1997 7/97 BATCH $0.00 Renewal Notice 7/28/1998 7/98 BATCH $0.00 Renewal Notice 7/21/1999 7/99 BATCH Renewal Notice 7/18/2000 7/00 BATCH Renewal Notice 7/25/2001 7/01 BATCH PHONE: (727) 462 -7000 FAX: No Fax Amount Paid Balance Due $364.00 $0.00 $1,498.00 $0.00 $1,862.00 $0.00 Quantity 120 Date 3 8/31/1999 8/28/2001 8/25/1998 9/24/1997 8/31/2000 # Employees 0 Done Disp By DONE BLS DONE- BLS DONE BLS DONE TAW DONE Kathleen Bedini r: \Forms\ I n fo S u m m a ry. rpt rAForms \I nfoS umma ry. rpt 2855 GULF TO BAY BLVD Renewal Notice 7/27/2002 FY 02/03 BATCH Issue License - RENEWAL 9/9/2002 DONE 2002 -2003 Renewal Notice 7/11/2003 03/04 Issue License - RENEWAL 9/8/2003 DONE 2003 -2004 Renewal Notice 7/26/2004 04/05 Issue License - RENEWAL 8/13/2004 DONE 2004 -2005 w Issue License - RENEWAL 8/16/2004 DONE 2004 -2005 Renewal Notice 7/22/2005 FY2005 -2006 Issue License - RENEWAL 8/17/2005 DONE 2005 -2006 Renewal Notice 7/21/2006 2006-2007 ISSUE - Business Tax Renewal 8/17/2006 DONE 2006 -2007 Renewal Notice 6/27/2007 2007/2008 ISSUE - Business Tax Renewal 7/24/2007 DONE 2007-2008 rAForms \I nfoS umma ry. rpt Pinellas County Property App*r Information: 17 29 16 03006 000 0ja Page 2 of 5 17 / 29 / 10 / 03000 / 000 / 0205 28 -May -2008 Jim Smith, CFA Pinellas County Property Appraiser 17:12:54 Ownership Information Non - Residential Property Address, Use, and Sales RENTZ, ROBERT W OBK:.14853 OPG: 1992 RENTZ, LOIS W LIVERS, LAWRENCE E THE LIVERS, ELIZABETH 3 THE DUDIK, DAVID ETAL 1115 MARBELLA PLAZA DR EVAC; Non -EUAC TAMPA FL 33619 -7905 Comparable sales value as Prop Addr; 2861 GULF TO BAY BLVD of Jan 1, 2007, based on Census Tract; .00 sales from 2005 - 2006: 0 Sale Date OR Book/Page Price (Dual /Unq) Vac /Imp Plat Information 12/2,006 15,5251 741 100.,000 (U) I 1948: Book 024 Pgs 042- 8 /2,007 15,9221 558 233,200 (U) I 0000: Book Pga - 10/2,005 14,70712,473 6,250,000 (U) I 0000: Book Pgs - 10/2,001 11,60211,613 3,150,000 (0) U 2007 Value EXEMPTIONS Just /Market: 4,260,000 Homestead: NO Ownership % .000 Govt Exem; NO Use %: .000 Assessed /Cap: 4,260,000 Institutional Exem: NO Tax Exempt %: .000 Historic Exem; 0 Taxable; 4,260,000 Agricultural: 0 2007 Tax Information District; CU Seawall; Frontage: Clearwater view: 07 Tax: 84,932.05 Land Size Unit Land Land Land Front x Depth Price Units Meth 07 Millage: 19.9371 1) 0 x 0 8.00 118, i58. 6 S 07 Spec Asmt; .00 2) 0 x 0 .00 .00 3) 0 x 0 .00 .00 Without the Save -Our -Homes 4) 0 x 0 .00 .00 cap, 2007 taxes will be 5) 0 x 0 .00 .00 84, 932.05 6) 0 x 0 .00 .00 Without any exemptions, 2007 taxes will be ; 84, 932.05 Short Legal BASKIN'S REPLAT RESUB PT OF LOT 2 DESC FROM HE Description CDR OF LOT i TH S 397.69FT TH S39BE 356.56FT FOR POB Building Information htt,p:Hl 36.174.187.13/htbin/cgi- click ?o =1 &a =1 &b =1 &c =1 &r= .16 &s= 4 &t3 =1 &u= 0 &p =1... 5/28/2008 U Pinellas County Property App *r Information: 17 29 16 03006 000 00 Page 3 of 5 17 / 29 10 1 03000 1 000 1 0205 :01 28- May -2008 Jim Smith, CFA Pinellas County Property Appraiser 17:12:54 Commercial Card 0i of i Improvement Type: Nursing Home Property Address: 2861 GULF TO BAY BLVD Prop Use: 337 Land Use: 78 S�ructural E1�m�rt-ts Foundation Continuous Footing Floor System Slab on Grade Exterior Wall Cone Block/Stucco Height Factor 0 Party Wall None Structural -Frame Concrete Reinforced Roof Frame Flat Roof Cover Built Up /Composition Cabinet & Mill Average Floor Finish Carpet Combination Interior Finish Drywall Total Units 0 Heating & Air Heating &Cooling Pckg Fixtures 151 Bath Tile Floor + Half Wall Electric Average Description Factor Shape Factor H Design 1) Quality Average J. 00 Year Built 1;996 Effective Age 10 Other Depreciation 0 Function Depreciation 0 Economic Depreciation 15 Sub Are2ts C+amtTt�rcial E�c�ra F�a�ur�s Description Factor Area ELEU PASS Description Factor Area 1) Base Area J. 00 27,507 7) .00 0 2) Upper Stry Base Area .90 21,658 5) .06 0 3) Open Porch .30 1,764 9) .00 0 4) RECORD .00 0 10) .00 0 5) .00 0 11) .00 0 6) .00 0 12) .00 0 C+amtTt�rcial E�c�ra F�a�ur�s Map With Property Address (non- vacant) I 7*K R rt- 1 T 11 71 1 M Units Description Dimensions Price 1) ELEU PASS 30, 000.00 2) ELEU STOP 3,500.00 3) FIRESPRINK 49165SF 2.00 4) ASPHALT 28X250 1.75 5) 7,000 . 00 6) 0 . 00 Map With Property Address (non- vacant) I 7*K R rt- 1 T 11 71 1 M Units Value RCD Year 2 60,000 42,600 1,996 4 14,000 9,940 1,996 49,165 98,330 82,600 1,996 7,000 12,250 121250 0 0 0 0 0 0 0 0 0 TOTAL RECORD VALUE: 147,390 http: //l 36.174.187.13/htbin/cgi- click ?o =l &a =1 &b =1 &c =1 &r= .16 &s= 4 &t3 =1 &u= 0 &p =1... 5/28/2008 M Pinellas County Property App *r Information: 17 29 16 03006 000 00 Page 4 of 5 1/8 Mile Aerial Photograph (2002) 103006 http : //l 36.174.187.13/htbin/cgi- click ?o =1 &a =1 &b =1 &c =1 &r= .16 &s= 4 &t3 =1 &u =0 &p =l ... 5/28/2008 ':ellis County Property Apper Information: 17 29 16 C3006 000 As Page 5 of 5 Pin ell a s County Property Appraiser 1 Parcel Information h- t-):11136.174.187. _31htbinlcgi- dick? o= l &a= l &b =l &c =l -r= .15 &s= 4 &t3 =1 5,-,u =0 &mil.._ 5/?8/2008 tilim } CASE SUMMARY OCL9004781 2855 GULF TO BAY BLVD BAYVIEW GARDENS PEOPLE Role: Business Owner FEES CITY OF CLEARWATER PLANNING. AND. DEVELOPMENT SERVICES MUNICIPAL SERVICES BUILDING 100 SOUTH MYRTLE AVE. CLEARWATER, FLORIDA 33756 PHONE (727) 562 -4567 FAX (727) 562 -4576 www.myclearwater.com/epermits BVG ACQUISITION INC BAYVIEW GARDENS ATTN: C HARRINGTON 2855 GULF TO BAY BLVD CLEARWATER, FL 33759 Assessed Amount Amount Paid BUSINESS TAX - RENEWAL $1,039.40 $1,039.40 DECEMBER DELINQUENT •5 $37.45 $37.45 JANUARY DELINQUENT 5% $37.44 $37.44 LICENSE FEE - RENEWAL $6,904.05 $6,904.05 NOVEMBER DELINQUENT 5 $37.45 $37.45 OCTOBER DELINQUENT 10 $74.90 $74.90 Total $8,130.69 $8,130.69 OCCUPATIONAL LICENSE Category Quantity 091020 RENTAL: APARTMENT /30 DAYS OR 186 053010 CONGREGATE CARE FACILITIES 134 ACTIVITIES Date 1 Date 2 Date 3 Additional Requirements Needed 8/11/1998 balance due of $45.00 Issue License - RENEWAL 2/7/2001 00 -01 Issue License - RENEWAL 2/5/2000 PHONE: 727 - 533 -4734 FAX: No Fax Balance Due $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 # Employees 85 85 Done Disp By DONE DAH DONE BLS DONE BLS Additional Requirements Needed 1/26/2000 DONE WBS 8/17/99 paid 609.75 for rest. and 240 units. Last year reported 340 units. Bal. due $150.00 or proof that they only have 240 units. Judy Cunningham is to return my call 797 -74 -00 x1902. 340 units is correct, Judy requested a check for 150.00 on 1/18/00. OCL Letter Sent 216/2004 DONE Residential Rental Housing Educational Materials, updated 1/04 Renewal Notice 1/14/2000 1/14/2000 DONE MBW Issue License - RENEWAL 10/28/1998 DONE WBS Additional Requirements Needed 1/6/2000 DONE BLS question on number of units - we 340 paid for 240 rAForms \I nfoS ummary. rpt 0G,L9004781 2855 GULF TO BAY BLVD • • Phone Call 1/3/2001 DONE WBS spoke to Judy of Bayview Gardens, special notice was received however she stated she did not receive the original renewal notice AGAIN this year, same occurance last year, late fee was waived last year. I verified the mailing address is correct and she requested that I add Attn: Carey Harrington to mailing address. A check was requested for the renewal amount without late fee, when received a lettershould be sent to Carey Harrington requesting late fee balance by 1/31/01 to avoid $250.00 admin fee. The mail delivery problem appears to be within Bayview Gardens as correct mailing address is printing on the notices. ds Issue License - RENEWAL 8/28/2001 DONE BLS 01 -02 Additional Requirements Needed 8/18/2003 DONE BLS 00/01 balance due 187.24, renewal payment post marked 1/16/01, 25% late fee was waived last year, stated they did not received renewal notice both years. Our mailing address is correct. Do not waive late fee again. Letter sent 1/23/01, balance due by 2/12/01 to avoid $250.00 admin. fee. Renewal Notice 12/20/2000 12/20/2002 BLS called - wants second notice mailed Issue License Renewal Notice 7/25/1997 7/97 BATCH Renewal Notice 7/28/1998 7/98 BATCH Renewal Notice 7/21/1999 7/99 BATCH Delinquent Renewal Notice 1/5/2000 01 /00 -DLQ Renewal Notice 7/18/2000 7/00 BATCH Delinquent Renewal Notice 12/10/2000 12/00 -DLQ Renewal Notice 7/25/2001 7/01 BATCH Renewal Notice 7/27/2002 FY 02/03 BATCH Issue License - RENEWAL 02 -03 Renewal Notice 03/04 Issue License - RENEWAL 03/04 Renewal Notice 04/05 Issue License - RENEWAL 2004 -2005 Renewal Notice FY2005 -2006 Issue License - RENEWAL 2005 -2006 Renewal Notice 2006-2007 Additional Requirements Needed Inspection found: 134 - ALF clients, state #AL7002 exp 8/6/06 226 - Rental Units Dining room for ALF clients 9/3/1997 7/25/1997 7/28/1998 7/21/1999 8/14/2002 7/18/2000 8/14/2002 7/25/2001 7/27/2002 8/14/2002 7/11/2003 8/18/2003 7/26/2004 8/19/2004 7/22/2005 8/17/2005 7/21/2006 8/8/2006 DONE JMC DONE WBS DONE WBS DONE WBS DONE BLS DONE DONE DONE JAC OCL9004781 issued for: 312 - Rental Units 125 - Seat Restaurant The OCI needs to be adjusted to reflect the ALF and reduced rental units. Do they need to submit anything to Zoning for approval? r:\Forms \I nfoSum mary.rpt 0C'Z,I;;.9004,781 2855 GULF TO BAY BLVD Correspondence 9/18/2006 DONE WW Email from Judy Cunningham renumber of beds for license added to, documents attached. ISSUE - Business Tax Renewal 9/18/2006 DONE WBS 06/07 ok to issue per W Wells/ Planning Renewal Notice 6/27/2007 2007/2008 ISSUE - Business Tax Renewal 9/11/2007 DONE 2007-2008 r:\Forrns\lnfoSummary.rpt ._, Pinellas County Property App r * r Information: 17 29 16 03006 000 02 17 / 29 / 10 / 03000 / 000 / 0200 Page 2 of 69 07- May -2008 Jim Smith, CFA Pinellas County Property Appraiser 18:43:52 Ownership Information Non - Residential Property Address, Use, and Sales BUG ACQUISITION INC OBK: 14922 OPG: 1724 DBA BAYUIEW GARDENS 2855 GULF TO BAY BLVD CLEARWATER FL 33759 -4087 EVAC: C EUAC . f Comparable sales value as Prop Addr: 2861 GULF TO BAY BLUD of Jan 1, 2007, based on Census Tract: 254.05 sales from 2005 - 2006: 0 Sale Date OR Book /Page Price {Qual /UnQ} Vac /Imp Plat Information 2 /2,006 14,922/1,724 16,900,000 {U} I 1948: Book 024 Pgs 042- 9 /1,993 8,399/ 388 85,000 {U} I 0000: Book Pgs - 0 /0 0/ 0 0 { } 0000: Book Pgs - 0 /0 O/ 0 0 { } 2007 Value EXEMPTIONS Just /Market: 13,600,000 Homestead: NO Ownership % .000 Govt Exem: NO Use %: .000 Assessed /Cap: 13,600,000 Institutional Exem: NO Tax Exempt %: .000 Historic Exem: 0 Taxable: 5,085,100 Agricultural: 0 2007 Tax Information District: Cu Seawall: Frontage: Clearwater View: 07 Tax: 101,382.1 Land Size Unit Land Land Land Front x Depth Price Units Meth 07 Millage: 19.9371 1) 0 x 0 165, 000. 00 31. 57 A 07 Spec Asmt: .00 2} 0 x 0 1'000.00 8.67 A 3} 0 x 0 .00 .00 Without the Save- Our -Homes 4} 0 x 0 .00 .00 cap, 2007 taxes will be 5} 0 x 0 .00 .00 i01,382.i5 6} 0 x 0 .00 .00 Without any exemptions, 2007 taxes will be 271,144.56 Short,Legal BASKIN'S REPLAT RESUB PT OF LOT 2 DESC FROM HE Description CDR OF LOT i TH E 60FT & S 19OFT FOR POB TH E 135.2FT Building Information http: //l 36.174.187.13/btbin/cgi -scr3 ?plus =l &r= 0 %2E32 &o =l &a =1 &b =1 &c =1 &s= 4 &t3 =1... 5/7/2008 Pinellas County Property Appr r Information: 17 29 16 03006 000 0216 Page 3 of 69 RrQpgrty qnd-Land. Use Code descriptions • Buildim-, I • Building 2 • Building 3 • Building 4 • Building 5 • Building :6 • Building 7 • Building 8 • Building 9 • Building 10 • Building 11 . Building 12 0 B� -- - i uildij • Building 14 • Building 15 • Building • Building 17 • Building 18 • Building 19 • Building 20 • Building 21 • Building 22 o Building 23 o Building 24 o Building 25 0 . Building . -.i6 o Building 27 * Building 28 * Building 29 o Building 30 o Building 31 . Building 32 ........... 0 Builcing 33 & Building 34 o Building 35 0 Building 36 o Building 37 o Buildin238 0 Building 39 o Building 40 o Building 41 e Building 42 o Building 43 o Building 44 o Building 45 0 Building 46 o Building 47 o Building 48 0 Building 49 http://136.174.187.13/htbin/cgi-scr3?plus=l&r--0%2E32&o=1 &a=1 &b=1 &c=1 &s=4&t3=1... 5/7/2008 Pinellas County Property Apprig r Information: 17 29 16 03006 000 026 . Page 4 of 69 • Buildina 50 ' • Building 51 • Building 52 • Building 53 - - -- . ... . .......... • Building 54 • Building 55 • Building 56 • Building 57 • Building 58 • Building 59 • Building 60 • Building 61 • Building 62 • Building 63 Building #1 http://136.174.187.13/htbin/cgi-scr3?plus=l&r--0% 2E32&o=l&a=l&b=l&c=l&s=4&t3=l ... 5/7/2008 Pinellas County Property App 6r Information: 17 29 16 03006 000 06 Page 5 of 69 17 / 29 / 10 / 03000 / 000 / 0200 :01 07- May -2008 Jim Smith, CFA Pinellas County Property Appraiser 18:44:07 Commercial Card 01 of 63 Improvement Type: ALF C 4 Stories Property Address: 2861 GULF TO BAY BLUD Prop Use: 356 Land Use: 74 Structural E1�m�n�s Foundation Special Footing Floor System Slab on Grade Exterior Wall Conc Block/Stucco Height Factor 0 Party Wall None Structural Frame Concrete Reinforced Roof Frame Reinforced Concrete Roof Cover Built Up /Composition Cabinet & Mill Average Floor Finish Carpet Combination Interior Finish Drywall Total Units 0 Heating & Air Heating &Cooling Pckg Fixtures 312 Bath Tile Half Uall Area Electric Average Description Factor Shape Factor Rectangle 1) Quality Average 1.00 Year Built 1,966 Effective Age 30 Other Depreciation 0 Function Depreciation 0 Economic Depreciation 10 Sub Aromas Gornm4Brclal E>ctra Features Description Description Factor Area 63456 Description Factor Area 1) Base Area 1.00 10,464 7) .00 0 2) Basement .70 9,984 8) .00 0 3) Canopy .25 924 9) .00 0 4) Upper Stry Base Area .90 47,520 10) .00 0 5) .00 0 11) .00 0 6) .00 0 12) .00 0 Gornm4Brclal E>ctra Features Description Dimensions Price 1) FIRESPRINK 63456 2.00 2) ASPHALT 1,970 1.75 3) ELEU PASS 8STOPS 30,000.00 4) ELEU STOP 8STOPS 3,500.00 5) LOAD DOCK 19X8 15.00 6) COOLRH 10X16 100.00 Building #2 Units Value RCD Year 63,456 126,910 53,300 1,970 75,000 131,250 131,250 0 2 .60,000 24,000 1,970 16 56,000 22,400 1,970 152 21280 2,280 1,996 160 16,000 13,120 1,996 TOTAL RECORD VALUE: 246,350 http: / /136.174.187.131htbinlcgi -scr3 ?plus =l &r= 0 %2E32 &o =1 &a =1 &b =1 &c =1 &s= 4 &t3 =1... 5/7/2008 Pinellas County Property App 6r Information: 17 29 16 03006 000 0� Page 6 of 69 17 / 29 / 10 / 03000 / 000 / 0200 :02 07- May -2008 Jim Smith, CFA Pinellas County Property Appraiser 18:43:53 Commercial Card 02 of 63 Improvement Type: Warehouse Property Address: 0 Prop Use: 356 Land Use: 74 Structural El(E:mcnts Foundation Continuous Footing Floor System Slab on Grade Exterior Wall Prefinished Metal Height Factor 0 Party Wall None Structural. Frame Rigid Frame Roof Frame Steel Truss & Purlin Roof Cover Corrugated Metal Cabinet & Mill Average Floor Finish Concrete Finish Interior Finish None Total Units 0 Heating & Air None Fixtures 2 Bath Tile None Value. Electric Average Area Shape Factor Rectangle 1. 00 Quality _ _. :Average 7) Year Built 1,966 Effective Age 25 Other Depreciation 0 Function Depreciation 0 Economic Depreciation 10 Sub Arcas Description Factor Area Value. Description Factor Area 1) Base Area 1. 00 1, 890 7) . 00 0 2) .00 0 8) .00 0 3) .00 0 9) .00 0 4) .00 0 10) .00 0 5) .00 0 11) .00 0 6) . 00 0 12) .00 0 Commcrcial Extra FE3.-aturE3 in- Description Dimensions Price Units Value. RCD Year 1) . 00 0 0 0 0 2) .00 0 0 0 0 3) .00 0 0 0 0 4) .00 0 0 0 0 5) .00 0 0 0 0 6) .00 0 0 0 0 TOTAL RECORD VALUE: 0 Building #3 http://136.174 .187.13 /htbin/cgi -scr3 ?plus =l &r= 0 %2E32 &o =1 &a =1 &b =1 &c =1 &s= 4 &t3 =1... 5/7/2008 Pinellas County Property Apper Information: 17 29 16 03006 000 0 Page 7 of 69 17 / 2 / 16 / 03006 / 000 / 0200 :0 07- May -2008 Jim Smith, CFA Pinellas County Property Appraiser 18:43:53 Commercial Card 03 of 63 Improvement Type; Recreational Property Address; 2855 GULF TO BAY BLVD Prop Use; 356 Land Use; 74 Structural E1sm�nts Foundation Continuous Footing Floor System Slab on Grade Exterior Wall Cone Block /Stucco Height Factor 0 Party Wall None Structural Frame-None 1,964 Roof Frame Gable & Hip Roof Cover Composition Shingle Cabinet & Mill Average Floor Finish Uinyl Asbestos Tile Interior Finish Drywall Total Units 0 Heating & Air None Fixtures 4 Bath Tile None Value Electric Average Area Shape Factor Rectangle 1.00 Quality Average= :- 7) Year Built 1,964 Effective Age 25 Other Depreciation 0 Function Depreciation 0 Economic Depreciation i0 Sub ArE3as Description Factor Area Value Description Factor Area 1) Base Area 1.00 625 7) .00 0 2) . 00 0 8) .00 0 3) .00 0 9) .00 0 4) .00 0 10) .00 0 5) .00 0 11) .00 0 6) .00 0 12) .00 0 Gc)nimcrcial Extra F�aturas Description Dimensions Price Units Value RCD Year 1) .00 0 0 0 0 2) .00 0 0 0 0 3) .00 0 0 0 0 4) .00 0 0 0. 0 5) .00 0 0 0 0 6) .00 0 0 0 0 TOTAL RECORD VALUE; 0 Building #4 http: //136.174.187.13/htbin/cgi -scr3 ?plus =l &r= 0 %2E32 &o =1 &a =1 &b =1 &c =1 &s= 4 &t3 =1... 5/7/2008 Pinellas County Property App 6r Information: 17 29 16 03006 000 06 Page 8 of 69 17 / 20 / 10 / 03000 / 000 / 0200 :04 07- May -2008 Jim Smith, CFA Pinellas County Property Appraiser 18:43:54 Commercial Card 04 of 63 Improvement Type: Recreational Property Address: 0 Prop Use: 356 Land Use: 74 Structural Elamcnts Foundation Continuous Footing Floor System Slab on Grade Exterior Wall Cone Block /Stucco Height Factor 0 Party Wall Hone Structural Frame Hone:° - Roof Frame Gable & Hip Roof Cover Composition Shingle Cabinet & Mill Average Floor Finish Uinyl Asbestos Tile Interior Finish Drywall Total Units 0 Heating & Air Heating &Cooling Pckg Fixtures 4 Bath Tile Hone Area Electric Average Description Factor Shape Factor Rectangle 1) Quality Average 1.00 Year Built 1,964 Effective Age 25 Other Depreciation 0 Function Depreciation 0 Economic Depreciation i0 Sub Ara.-as CommE3 rcial E>ctra FE3a-turE3 Em- Description Dimensions Description Factor Area RCD Description Factor Area 1) Base Area 1.00 1,257 7) .00 0 2) Open Porch .30 18 8) .00 0 3) 0 .00 0 9) .00 0 4) 0 .00 0 10) .00 0 5) 6) .00 0 11) .00 0 6) .00 0 12) .00 0 CommE3 rcial E>ctra FE3a-turE3 Em- Description Dimensions Price Units Value RCD Year 1) .00 0 0 0 0 2) . 00 0 0 0 0 3) .00 0 0 0 0 4) .00 0 0 0 0 5) .00 0 0 0 0 6) .00 0 0 0 0 TOTAL RECORD VALUE: 0 Building #5 http: //l 36.174.187.13/htbin/cgi -scr3 ?plus =l &r= 0 %2E32 &o =1 &a =1 &b =1 &c =1 &s= 4 &t3 =1... 5/7/2008 Pinellas County Property App er Information: 17 29 16 03006 000 041 Page 9 of 69 17 1 29 / 10 I 03000 1 000 / 0200 :05 07- May -2008 Jim Smith, CFA Pinellas County Property Appraiser 18:43:54 Commercial Card 05 of 63 Improvement Type: Recreational Property Address: 0 Prop Use: 356 Land Use: 74 Structural E 1 am�nt s Foundation Continuous Footing Floor System Slab on Grade Exterior Wall Face Brick Height Factor 0 Party Wall Hone Structural Frame Hone =- Roof Frame Gable & Hip Roof Cover Composition Shingle Cabinet & Mill Average Floor Finish Uinyl Asbestos Tile Interior Finish, Drywall Total Units 0 Heating & Air Heating &Cooling Pckg Fixtures 4 Bath Tile Hone Area Electric Average Description Factor Shape Factor Rectangle 1) Quality . Average 1.00 Year Built 1,964 Effective Age 25 Other Depreciation 0 Function Depreciation 0 Economic Depreciation 10 Sub Arras �omm�rc.i..a1 Extra Fcaturss Description Dimensions Description Factor Area RCD Description Factor Area 1) Base Area 1.00 625 7) .00 0 2) Screen Porch .40 180 8) .00 0 3) 0 .00 0 9) .00 0 4) 0 .00 0 10) .00 0 5) 6) .00 0 11) .00 0 6) . 00 0 12) .00 0 �omm�rc.i..a1 Extra Fcaturss Description Dimensions Price Units Value RCD Year 1) .00 0 0 0 0 2) .00 0 0 0 0 3) .00 0 0 0 0 4) .00 0 0 0 0 5) :00 0 0 0 0 6) .00 0 0 0 0 TOTAL RECORD VALUE: 0 Building #6 http: / /136.174.187.13/htbinlcgi -scr3 ?plus =l &r= 0 %2E32 &o =1 &a =1 &b =1 &c =1 &s= 4 &t3 =1... 5/7/2008 Pinellas County Property Appr r Information: 17 29 16 03006 000 0 Page 10 of 69 17 / 29 / 10 / 03000 / 000 / 0200 :00 07- May -2008 Jim Smith, CFA Pinellas County Property Appraiser 18:43:55 Commercial Card 06 of 63 Improvement Type: Recreational Property Address: 0 Prop Use: 356 Land Use: 74 Structural E1�m�nts Foundation Continuous Footing Floor System Slab on Grade Exterior gall Cone Block /Stucco Height Factor 0 Party Wall None Structural Frame None Roof Frame Gable & Hip Roof Cover Composition Shingle Cabinet & Mill Average Floor Finish Uinyl Asbestos Tile Interior Finish Drywall Total Units 0 Heating & Air Heating &Cooling Pckg Fixtures 4 Bath Tile None Description Factor Electric Average 1) Shape Factor Rectangle i.00 Quality Average 7) Year Built 1,964 Effective Age 25 Other.Depreciation 0 Function Depreciation 0 Economic Depreciation 10 Sul3 ArE3as C omm c r c 1 a 1 E xt r a F eat ur o-- Em- Description Dimensions Description Factor Area RCD Description Factor Area 1) Base Area i.00 1, 010 7) . 00 0 2) Open Porch .30 15 8) .00 0 3) 0 .00 0 9) .00 0 4) 0 .00 0 10) .00 0 5) 6) .00 0 11) .00 0 6) 00 0 12) . 00 0 C omm c r c 1 a 1 E xt r a F eat ur o-- Em- Description Dimensions Price Units Value RCD Year 1) .00 0 0 0 0 2) .00 0 0 0 0 3) .00 0 0 0 0• 4) .00 0 0 0 0 5) .00 0 0 0 0 6) .00 0 0 0 0 TOTAL RECORD VALUE: 0 Building #7 http: / /136.174.187.13 /htbin/cgi -ser3 ?plus =l &r= 0 %2E32 &o =l &a =1 &b =l &c =l &s= 4 &t3 =1... 5/7/2008 Pinellas County Property App 0r Information: 17 29 16 03006 000 04 Page 11 of 69 17 / 20 / 10 03000 / 000 / 0200 :07 07- May -2008 Jim Smith, CFA Pinellas County Property Appraiser 18:43:54 Commercial Card 07 of 63 Improvement Type: Duplex /Triplex Property Address: 0 Prop Use: 356 Land Use: 74 Strucc-tural E1(--mE3nts Foundation Continuous Footing Floor System Slab on Grade Exterior Wall Cone Block /Stucco Height Factor 0 Party Wall None Struatur-al Frame None Roof Frame Gable & Hip Roof Cover Composition Shingle Cabinet & Mill Average Floor Finish Carpet Combination Interior Finish Plaster Furred Total Units 0 Heating & Air Heating &Cooling Pckg Fixtures 12 Bath Tile Half Wall Area Electric Average Description Factor Shape Factor Rectangle 1) Quality Average i. 00 Year Built 1,964 Effective Age 25 Other Depreciation 0 Function Depreciation 0 Economic Depreciation i0 Sub ArE3as Gc)mmE�:rcial Extra F�atur�s Description Dimensions Description Factor Area RCD Description Factor Area 1) Base Area i. 00 2,530 7) . 00 0 2) Open Porch .20 92 8) .00 0 3) 0 .00 0 9) .00 0 4) 0 .00 0 10) .00 0 5) 6) .00 0 11) .00 0 6) .00 0 12) .00 0 Gc)mmE�:rcial Extra F�atur�s Description Dimensions Price Units Value RCD Year 1) .00 0 0 0 0 2) .00 0 0 0 0 3) .00 0 0 0 0 4) .00 0 0 0 0 5) .00 0 0 0 0 6) .00 0 0 0 0 TOTAL RECORD VALUE: 0 Building #8 http: //136.174.187.13/htbin/cgi -scr3 ?plus =l &r= 0 %2E32 &o =1 &a =1 &b =1 &c =1 &s= 4 &t3 =1... 5/7/2008 Pinellas County Property App 0r Information: 17 29 16 03006 000 00 Page 12 of 69 17 / 29 / 10 / 03000 / 000 / 0200 :08 07- May -2008 Jim Smith, CFA Pinellas County Property Appraiser 18:43:55 Commercial Card 08 of 63 Improvement Type: Duplex/Triplex Property Address: 0 Prop Use: 356 Land Use: 74 S- truc�ural E1�m+�nts Foundation Continuous Footing Floor System Slab on Grade Exterior Wall Conc Block /Stucco Height Factor 0 Party Wall None Structural Frame- ;None Roof Frame Gable & Hip Roof Cover Composition Shingle Cabinet & Mill Average Floor Finish Carpet Combination Interior Finish Plaster Furred Total Units 0 Heating & Air Heating &Cooling Pckg Fixtures 18 Bath Tile Half Wall Area Electric Average Description Factor Shape Factor Rectangle 1) Quality Average i. 00 Year Built 1,964-- Effective Age 25 Other Depreciation 0 Function Depreciation 0 Economic Depreciation 10 Sub Aromas Commc--r+cial ExTra Fsa�ur�s Description Dimensions Description Factor Area RCD Description Factor Area 1) Base Area i. 00 3,478 7) .00 0 2) Screen Porch. .25 168 8) .00 0 3) Open Porch .20 200 9) .00 0 4) 0 . 00 0 10) .00 0 5) 6) .00 0 11) .00 0 6) .00 0 12) .00 0 Commc--r+cial ExTra Fsa�ur�s Description Dimensions Price Units Value RCD Year 1) . 00 0 0 0 0 2) .00 0 0 0 0 3) .00 0 0 0 0 4) .00 0 0 0 0 5) .00 0 0 0 0 6) .00 0 0 0 0 TOTAL RECORD VALUE: 0 Building #9 http: // 136.174.187.13 /htbin/cgi -scr3 ?plus =l &r= 0 %2E32 &o =1 &a =1 &b =1 &c =1 &s= 4 &t3 =1... 5/7/2008 Pinellas County Property Appoer Information: 17 29 16 03006 000 0 i Page 13 of 69 17 / 29 / 10 / 03000 000 / 0200 :09 07- May -2008 Jim Smith, CFA Pinellas County Property Appraiser 18:43:55 Commercial Card 09 of 63 Improvement Type: Duplex/Triplex Property Address: 0 Prop Use: 356 Land Use: 74 Structural E1�m�nts Foundation Continuous Footing Floor System Slab on Grade Exterior Wall Conc Block /Stucco Height Factor 0 Party Wall Hone Structural Frame Hone =- -_ -. Roof Frame Gable & Hip Roof Cover Composition Shingle Cabinet & Mill Average Floor Finish Carpet Combination Interior Finish Plaster Furred Total Units 0 Heating & Air Heating &Cooling Pckg Fixtures 18 Bath Tile Half Wall Area Electric Average Description Factor Shape Factor Rectangle 1) Quality Average i. 00 Year Built 1,964 Effective Age 25 Other Depreciation 0 Function Depreciation 0 Economic Depreciation 10 Sub ArE3as ornrnwer+cial Extra F2itur�s Description Dimensions Description Factor Area RCD Description Factor Area 1) Base Area i. 00 3,154 7) . 00 0 2) Enclosed Porch .60 84 8) .00 0 3) Screen Porch .25 366 9) .00 0 4) Open Porch .20 242 10) .00 0 5) 6) .00 0 11) .00 0 6) .00 0 12) .00 0 ornrnwer+cial Extra F2itur�s Description Dimensions Price Units Value RCD Year 1) .00 0 0 0 0 2) .00 0 0 0 0 3) .00 0 0 0 0 4) .00 0 0 0 0 5) .00 0 0 0 0 6) .00 0 0 0 0 TOTAL RECORD VALUE: 0 Building #10 http: // 136.174.187.13/htbin/cgi -scr3 ?plus =l &r= 0 %2E32 &o =1 &a =l &b =1 &c =l &s= 4 &t3 =1... 5/7/2008 Pinellas County Property App, *r Information: 17 29 16 03006 000 00 Page 14 of 69 17 / 29 / 10 / 03000 / 000,/ 0200 :10 07- May -2008 Jim Smith, CFA Pinellas County Property Appraiser 18:43:56 Commercial Card 10 of 63 Improvement-Type: Duplex/Triplex Property Address: 0 Prop Use: 356 Land Use: 74 S�ructural E1�rrt�n-ts Foundation Continuous footing Floor System Slab on Grade Exterior Wall Conc Block /Stucco Height Factor 0 Party Wall None Structural Frame None Roof Frame Gable & Hip Roof Cover Composition Shingle Cabinet & Mill Average Floor Finish Carpet Combination Interior Finish Plaster Furred Total Units 0 Heating & Air Heating &Cooling Pckg Fixtures 12 Bath Tile Half Wall Area Electric Average Description Factor Shape Factor Rectangle 1) Quality Average 1.00 Year Built 1,964 Effective Age 25 Other Depreciation 0 Function Depreciation 0 Economic Depreciation 10 Sub ArE3as Corrun�rcial Esc -tra F�a-tur�s Description Dimensions Description Factor Area RCD Description Factor Area 1) Base Area 1.00 2,530 7) .00 0 2) Open Porch .20 79 8) .00 0 3) 0 .00 0 9) .00 0 4) 0 .00 0 10) .00 0 5) 6) .00 0 10 .00 0 6) .00 0 12) .00 0 Corrun�rcial Esc -tra F�a-tur�s Description Dimensions Price Units Value RCD Year 1) .00 0 0 0 0 2) .00 0 0 0 0 3) .00 0 0 0 0 4) .00 0 0 0 0 5) .00 0 0 0 0 6) .00 0 0 0 0 TOTAL RECORD VALUE: 0 Building #11 http: //l 36.174.187.13/htbin/cgi -scr3 ?plus =l &r= 0 %2E32 &o =l &a =1 &b =l &c =1 &s= 4 &t3 =1... 5/7/2008 Pinellas County Property App 0r Information: 17 29 16 03006 000 0 Page 15 of 69 17 l 29 / 10 / 03000 000 0200 :11 07- May -2008 Jim Smith, CFA Pinellas County Property Appraiser 18:43:56 Commercial Card 11 of 63 Improvement Type: Duplex /Triplex Property Address: 0 Prop Use: 356 Land Use: 74 Structural E1em+E;n.ts Foundation Continuous Footing Floor System Slab on Grade Exterior Wall Cone Block /Stucco Height Factor 0 Party Wall Hone Structural Frame Hone Roof Frame Gable & Hip Roof Cover Composition Shingle Cabinet & Mill Average Floor Finish. Carpet Combination Interior Finish Plaster Furred Total Units 0 Heating & Air Wall /Floor Furnace Fixtures 18 Bath Tile Half Wall Area Electric Average Description Factor Shape Factor Rectangle 1) Quality Average -.- 1.00 Year Built 1,964 Effective Age 25 Other Depreciation 0 Function Depreciation 0 Economic Depreciation 10 Sub Aromas C ommcr c 1 a1 E >c -t r a F c at ur s s Description Dimensions Description Factor Area RCD Description Factor Area 1) Base Area 1.00 3,244 7) . 00 0 2) Enclosed Porch .60 78 8) .00 0 3) Screen Porch .25 252 9) .00 0 4) Open Porch .20 188 10) .00 0 5) Enclosed Porch .45 84 11) .00 0 6) .00 0 12) .00 0 C ommcr c 1 a1 E >c -t r a F c at ur s s Description Dimensions Price Units Value RCD Year 1) .00 0 0 0 0 2) .00 0 0 0 0 3) .00 0 0 0 0 4) .00 0 0 0 0 5) .00 0 0 0 0 6) .00 0 0 0 0 TOTAL RECORD VALUE: 0 Building #12 http: //l 36.174.187.13/htbin/cgi -scr3 ?plus =l &r= 0 %2E32 &o =1 &a =1 &b =1 &c =1 &s= 4 &t3 =1... 5/7/2008 Pinellas County Property App 0r Information: 17 29 16 03006 000 00 Page 16 of 69 17 / 29 / 16 / 03006 / 000 / 0200 :12 07- May -2008 Jim Smith, CFA Pinellas County Property Appraiser 18:43:57 Commercial Card 12 of 63 Improvement Type: Duplex /Triplex Property Address: 0 Prop Use: 356 Land Use: 74 Structural E1�m�nts Foundation Continuous Footing Floor System Slab on Grade Exterior Wall Conc Block /Stucco Height Factor 0 Party Wall Hone .-S-tructural Frame None- - Roof Frame Gable & Hip Roof Cover Composition Shingle Cabinet & Mill Average Floor Finish Carpet Combination Interior Finish Plaster Furred Total Units 0 Heating & Air Heating &Cooling Pckg Fixtures 12 Bath Tile Half Wall Area Electric Average Description Factor Shape Factor Rectangle 1) Quality —_Average. i.00 Year Built 1,964 Effective Age 30 Other Depreciation 0 Function Depreciation 0 Economic Depreciation 10 Sub ArE3 as C+amm4--r4--ial Extra F�aturss Description Dimensions Description Factor Area RCD Description Factor Area 1) Base Area i.00 2,432 7) .00 0 2) Screen Porch .25 318 8) .00 0 3) Open Porch .20 132 9) .00 0 4) 0 .00 0 10) .00 0 5) 6) .00 0 11) .00 0 6) .00 0 12) .00 0 C+amm4--r4--ial Extra F�aturss Description Dimensions Price Units Value RCD Year 1) .00 0 0 0 0 2) .00 0 0 0 0 3) .00 0 0 0 0 4) .00 0 0 0 0 5) .00 0 0 0 0 6) .00 0 0 0 0 TOTAL RECORD VALUE: 0 Building #13 http: //l 36.174 .187.13 /htbin/cgi -scr3 ?plus =l &r= 0 %2E32 &o =1 &a =1 &b =1 &c =1 &s= 4 &t3 =1... 5/7/2008 Pinellas County Property App 0r Information: 17 29 16 03006 000 00 Page 17 of 69 17 / 2 / 10 / 03000 / 000 / 0200 :1 07- May -2008 Jim Smith, CFA Pinellas County Property Appraiser 18:43:57 Commercial Card 13 of 63 Improvement Type; Duplex /Triplex Property Address; 0 Prop Use; 356 Land Use; 74 Structural E1�m�nts Foundation Continuous Footing Floor System Slab on Grade Exterior Wall Conc Block /Stucco Height Factor 0 Party Wall Hone Structural Frame Hone=. -- Roof Frame Gable & Hip Roof Cover Composition Shingle Cabinet & Mill Average Floor Finish Carpet Combination Interior Finish Plaster Furred Total Units 0 Heating & Air Heating &Cooling Pckg Fixtures 18 Bath Tile Half Wall Area Electric Average Description Factor Shape Factor Rectangle 1) Quality Average A Year Built 1,964.. Effective Age 30 Other Depreciation 0 Function Depreciation 0 Economic Depreciation 10 Silo Aromas � omrn s r c i a1 E x t r a F s at ur � s Description Dimensions Description Factor Area RCD Description Factor Area 1) Base Area 1. 00 3,154 7) . 00 0 2) Enclosed Porch. .60 156 8) . 00 0 3) Screen Porch .25 348 9) .00 0 4) Open Porch .20 188 10) .00 0 5) 6) .00 0 11) .00 0 6) . 00 0 12) .00 0 � omrn s r c i a1 E x t r a F s at ur � s Description Dimensions Price Units Value RCD Year 1) .00 0 0 0 0 2) .00 0 0 0 0 3) .00 0 0 0 0 4) .00 0 0 0 0 5) .00 0 0 0 0 6) .00 0 0 0 0 TOTAL RECORD VALUE; 0 Building #14 http: // 136.174.187.13 /htbin/cgi -scr3 ?plus =l &r= 0 %2E32 &o =1 &a =1 &b =l &c =1 &s= 4 &t3 =1... 5/7/2008 Pinellas County Property Apper Information: 17 29 16 03006 000 0 Page 18 of 69 17 / 29 / 10 / 03000 / 0.00 / 0200 :14 07- May -2008 Jim Smith, CFA Pinellas County Property Appraiser 18:43:58 Commercial Card 14 of 63 Improvement Type: Duplex /Triplex Property Address: 0 Prop Use: 356 Land Use: 74 St rust ur a1 E 1 E3ment s Foundation Continuous Footing Floor System Slab on Grade Exterior Wall Conc Block/Stucco Height Factor 0 Party Wall Hone Structural Frame. Hone Roof Frame Gable & Hip Roof Cover Composition Shingle Cabinet & Mill Average Floor Finish Carpet Combination Interior Finish Plaster Furred Total Units 0 Heating & Air Wall/Floor Furnace Fixtures 18 Bath Tile Half Wall Area Electric Average Description Factor Shape Factor Rectangle 1) Quality .. Average 1. 00 Year Built 1,964 Effective Age 30 Other Depreciation 0 Function Depreciation 0 Economic Depreciation 10 Sub Aromas +Commercial E�ctra F�atur�s Description Dimensions Description Factor Area RCD Description Factor Area 1) Base Area 1. 00 3,154 7) . 00 0 2) Enclosed Porch .60 78 8) . 00 0 3) Screen Porch .25 484 9) .00 0 4) Open Porch .20 188 10) .00 0 5) 6) .00 0 11) .00 0 6) .00 0 12) .00 0 +Commercial E�ctra F�atur�s Description Dimensions Price Units Value RCD Year 1) .00 0 0 0 0 2) . 00 0 0 0 0 3) .00 0 0 0 0 4) .00 0 0 0 0 5) .00 0 0 0 0 6) .00 0 0 0 0 TOTAL RECORD VALUE: 0 Building #15 http: //l 36.174.187.13/htbin/cgi -scr3 ?plus =l &r= 0 %2E32 &o =1 &a =1 &b =1 &c =1 &s= 4 &t3 =1... 5/7/2008 Pinellas County Property App OFr Information: 17 29 16 03006 000 06 Page 19 of 69 17 / 29 / 10 / 03000 /.000 / 0200 :15 07- May -2008 Jim Smith, CFA Pinellas County Property Appraiser 18:43:58 Commercial Card 15 of 63 Improvement Type: Duplex/Triplex Property Address: 0 Prop Use: 356 Land Use: 74 S- truc -tural E1�m�nts Foundation Continuous Footing Floor System Slab on Grade Exterior Wall Conc Block /Stucco Height Factor 0 Party Wall None Structural Frame None Roof Frame Gable & Hip Roof Cover Composition Shingle Cabinet & Mill Average Floor Finish Carpet Combination Interior Finish Plaster Furred Total Units 0 Heating & Air Heating &Cooling Pckg Fixtures 18 Bath Tile Half Wall Description Factor Electric Average 1) Shape Factor Rectangle i. 00 Quality Average 7) Year Built 1,964 Effective Age 25 Other Depreciation 0 Function Depreciation 0 Economic Depreciation 10 dub Aromas Commercial Extra FE3aturE:s Description Dimensions Description Factor Area RCD Description Factor Area 1) Base Area i. 00 3,232 7) . 00 0 2) Screen Porch .25 336 8) .00 0 3) Open Porch .20 163 9) .00 0 4) 0 .00 0 10) .00 0 5) 6) .00 0 11) .00 0 6) . 00 0 12) .00 0 Commercial Extra FE3aturE:s Description Dimensions Price Units Value RCD Year 1) .00 0 0 0 0 2) .00 0 0 0 0 3) . 00 0 0 0 0 4) .00 0 0 0 0 5) .00 0 0 0 0 6) .00 0 0 0 0 TOTAL RECORD VALUE: 0 Building #16 http: // 136.174.187.13 /htbin/cgi -scr3 ?plus =l &r= 0 %2E32 &o =1 &a =1 &b =1 &c =1 &s= 4 &t3 =1... 5/7/2008 Pinellas County Property App 4r Information: 17 29 16 03006 000 0� Page 20 of 69 17 / 2 / 10 / 03000 / 000 / 0200 :10 07- May -2008 Jim Smith, CFA Pinellas County Property Appraiser 18:44:01 Commercial Card 16 of 63 Improvement Type: Duplex /Triplex Property Address: 0. Prop Use: 356 Land Use: 74 S�ruc�ural E1�m�n-ts Foundation Continuous Footing Floor System Slab on Grade Exterior Wall Conc Block /Stucco. Height Factor 0 Party Wall Hone Structural Frame Hone Roof Frame Gable & Hip Roof Cover Composition Shingle Cabinet & Mill Average Floor Finish Carpet Combination Interior Finish Plaster Furred Total Units 0 Heating & Air Heating &Cooling Pckg Fixtures 12 Bath Tile Half Wall Area Electric Average Description Factor Shape Factor Rectangle 1) Quality : ., Average 1.00 Year Built 1,964 Effective Age 25 Other Depreciation 0 Function Depreciation 0 Economic Depreciation 10 Sub ArE3aS Commercial Extra F4B aturE3 s Description Dimensions Description Factor Area RCD Description Factor Area 1) Base Area 1.00 2,262 7) . 00 0 2) Enclosed Porch .60 156 8) .40 0 3) Screen Porch .25 120 9) .00 0 4) Open Porch .20 84 10) . 00 0 5) 6) .00 0 11) .00 0 6) .00 0 12) .00 0 Commercial Extra F4B aturE3 s Description Dimensions Price Units Value RCD Year 1) .00 0 0 0 0 2) .00 0 0 0 0 3) .00 0 0 0 0 4) . 00 0 0 0 0 5) .00 0 0 0 0 6) .00 0 0 0 0 TOTAL RECORD VALUE: 0 Building #17 http: // 136.174.187.13 /htbin/cgi -scr3 ?plus =l &r= 0 %2E32 &o =1 &a =1 &b =1 &c =1 &s= 4 &t3 =1... 5/7/2008 Pinellas County Property App 4r Information: 17 29 16 03006 000 02� Page 21 of 69 17 / 29 / 10 / 03000 / 000 / 0200 :17 07- May -2008 Jim Smith, CFA Pinellas County Property Appraiser 18:44:01 Commercial Card 17 of 63 Improvement Type: Duplex /Triplex Property Address: 0 Prop Use: 356 Land Use: 74 �- tructural E1�m�nts Foundation Continuous Footing Floor System Slab on Grade Exterior Wall Conc Block /Stucco Height Factor 0 Party Wall None Structural Frame None Roof Frame Gable & Hip Roof Cover Composition Shingle Cabinet & Mill Average Floor Finish Carpet Combination Interior Finish Plaster Furred Total Units 0 Heating & Air Heating &Cooling Pckg Fixtures 18 Bath Tile Half Wall Area Electric Average Description Factor Shape Factor Rectangle 1) Quality ,:Ave rag e i. 00 Year Built 1,964 Effective Age 25 Other Depreciation 0 Function Depreciation 0 Economic Depreciation 10 Sub PirE3as CommE3 rciaIL Ex -t ra FiB TurE3 Em- Description Dimensions Description Factor Area RCD Description Factor Area 1) Base Area i. 00 3,154 7) . 00 0 2) Enclosed Porch .60 246 8) .00 0 3) Screen Porch .25 270 9) .00 0 4) Open Porch .20 176 10) .00 0 5) 6) .00 0 11) .00 0 6) . 00 0 12) . 00 0 CommE3 rciaIL Ex -t ra FiB TurE3 Em- Description Dimensions Price Units Value RCD Year 1) .00 0 0 0 .0 2) .00 0 0 0 0 3) .00 0 0 0 0 4) .00 0 0 0 0 5) .00 0 0 0 0 6) .00 0 0 0 0 TOTAL RECORD VALUE: 0 Building #18 http :H136.174.187.131htbinlegi -scr3 ?plus =l &r= 0 %2E32 &o =1 &a =1 &b =1 &c =1 &s= 4 &t3 =1... 5/7/2008 Pinellas County Property App 4r Information: 17 29 16 03006 000 0� Page 22 of 69 17 / 29 / 10 1 03000 000 / 0200 :18 07- May -2008 Jim Smith, CFA Pinellas County Property Appraiser 18:44:02 Commercial Card 18 of 63 Improvement Type: Duplex /Triplex Property Address: 0 Prop Use: 356. Land Use: 74 S-truc-tural Elsmsn�s Foundation Continuous Footing Floor System Slab on Grade Exterior Wall Cone Block/Stucco Height Factor 0 Party Wall None Structural Frame--- :None- - - Roof Frame Gable & Hip Roof Cover Composition Shingle Cabinet & Mill Average Floor Finish Carpet Combination Interior Finish Plaster Furred Total Units 0 Heating & Air Heating &Cooling Pckg Fixtures 12 Bath Tile Half Wall Area Electric Average Description Factor Shape Factor Rectangle 1) Quality Average 1. 00 Year Built 1,964 Effective Age 25 Other Depreciation 0 Function Depreciation 0 Economic Depreciation i0 Sub Ar E3 a s �omm�rcial E�€�ra F�atur�s Description Dimensions Description Factor Area RCD Description Factor Area 1) Base Area 1. 00 2,504 7) . 00 0 2) Enclosed Porch .60 252 8) .00 0 3) Open Porch .20 132 9) .00 0 4) 0 .00 0 10) .00 0 5) 6) .00 0 11) .00 0 6) .00 0 12) .00 0 �omm�rcial E�€�ra F�atur�s Description Dimensions Price Units Value RCD Year 1) .00 0 0 0 0 2) .00 0 0 0 0 .3) .00 0 0 0 0 4) . 00 0 0 0 0 5) .00 0 0 0 0 6) .00 0 0 0 0 TOTAL RECORD VALUE: 0 Building #19 http: // 136.174.187.13 /htbin/cgi -scr3 ?plus =l &r= 0 %2E32 &o =1 &a =1 &b =1 &c =1 &s= 4 &t3 =1... 5/7/2008 Pinellas County Property App Information: 17 29 16 03006 000 0 Page 23 of 69 17 / 29 / 10 / 03000 / 000 1 0200 :10 07 -May -2008 Jim Smith, CFA Pinellas County Property Appraiser 18:44:02 Commercial Card 19 of 63 Improvement Type: Duplex /Triplex Property Address: 0 Prop Use: 356 Land Use: 74 Structural E1�m�n�s Foundation Continuous Footing Floor System Slab on Grade Exterior Wall Conc Block/Stucco Height Factor 0 Party Wall None Structural Frame None =.. -. Roof Frame Gable & Hip Roof Cover Composition Shingle Cabinet & Mill. Average Floor Finish Carpet Combination Interior Finish Plaster Furred Total Units 0 Heating & Air Heating &Cooling Pckg Fixtures 18 Bath Tile Half Wall Area Electric Average Description Factor Shape Factor Rectangle 1) Quality Average 1.00 Year Built 1,964 Effective Age 25 Other Depreciation 0 Function Depreciation 0 Economic Depreciation 10 Sub ArE3aS C+omrn�rcial Extra F�atures Description Dimensions Description Factor Area RCD Description Factor Area 1) Base Area 1.00 3,154 7) . 00 0 2) Enclosed Porch .60 330 8) .00 0 3) Screen Porch .25 174 9) .00 0 4) Open Porch .20 168 10) .00 0 5) 6) .00 0 11) .00 0 6) .00 0 12) .00 0 C+omrn�rcial Extra F�atures Description Dimensions Price Units Value RCD Year 1) .00 0 0 0 0 2) .00 0 0 0 0 3) .00 0 0 0 0 4) .00 0 0 0 0 5) .00 0 0 0 0 6) .00 0 0 0 0 TOTAL RECORD VALUE: 0 Building #20 http: //l 36.174.187.13/htbin/cgi -scr3 ?plus =l &r= 0 %2E32 &o =1 &a =1 &b =l &c =1 &s= 4 &t3 =1... 5/7/2008 Pinellas County Property App Information: 17 29 16 03006 000 0 Page 24 of 69 17 / 2 / 10 / 03000 / 000 / 0200 :20 07- May -2008 Jim Smith, CFA Pinellas County Property Appraiser 18:44:02 Commercial Card 20 of 63 Improvement Type: Duplex /Triplex Property Address: 0 Prop Use: 356 Land Use: 74 �-truc-tural E1�m�nts Foundation Continuous Footing Heating & Air. None Area Floor System Slab on Grade Fixtures 3 Exterior gall Conc Block /Stucco Bath Tile Half Wall 7) Height Factor 0 Electric Average Screen Porch Party Wall None Shape Factor Rectangle .00 Structural Frame None Quality Average .20 Roof Frame Gable & Hip Year Built 1,964 Roof Cover Composition Shingle Effective Age 25 Cabinet & Mill Average Other Depreciation 25 Floor Finish Carpet Combination Function Depreciation 25 Interior Finish Plaster Furred Economic Depreciation 0 Total Units 0 12) . 00 dub Aromas Commercial Extra F�a-tur�s Description Dimensions Description Factor Area RCD Description Factor Area 1) Base Area 1.. 00 2,396 7) . 00 0 2) Screen Porch .25 186 8) .00 0 3) Open Porch .20 48 9) .00 0 4) 0 .00 0 10) . 00 0 5) 6) .00 0 11) .00 0 6) . 00 0 12) . 00 0 Commercial Extra F�a-tur�s Description Dimensions Price Units Value RCD Year 1) .00 0 0 0 0 2) .00 0 0 0 0 3) .00 0 0 0 0 4) .00 0 0 0 0 5) .00 0 0 0 0 6) .00 0 0 0 0 TOTAL RECORD VALUE: 0 Building #21 http: //l 36.174.187.13/htbin/cgi -scr3 ?plus =l &r= 0 %2E32 &o =1 &a =1 &b =1 &c =1 &s= 4 &t3 =1... 5/7/2008 Pinellas County Property App Information: 17 29 16 03006 000 0 Page 25 of 69 17 29 10 I 03006 / 000 1 0200 :21 07- May -2008 Jim Smith, CFA Pinellas County Property Appraiser 18:44:02 Commercial Card 21 of 63 Improvement Type: Duplex /Triplex Property Address: 0 Prop Use: 356 Land Use: 74 ��ructural E1�m�n�s Foundation Continuous Footing Floor System Slab on Grade Exterior Wall Conc Block /Stucco Height Factor 0 Party Wall None Structural Frame. •None Roof Frame Gable & Hip Roof Cover Composition Shingle Cabinet & Mill Average Floor Finish Carpet Combination Interior Finish Plaster Furred Total Units 0 Heating & Air Heating &Cooling Pckg Fixtures 12 Bath Tile Half Wall Area Electric Average Description Factor Shape Factor Rectangle 1) Quality, : -. Average 1.00 Year Built 1,964 Effective Age 30 Other Depreciation 0 Function Depreciation 0 Economic Depreciation i0 Si1�J Aromas CorruTi�rcial Extra F�a -turps Description Dimensions Description Factor Area RCD Description Factor Area 1) Base Area 1.00 2,522 7) . 00 0 2) Enclosed Porch .60 72 8) .00 0 3) Screen Porch .25 16Z 9) .00 0 4) Open Porch .20 132 10) .00 0 5) 6) .00 0 11) .00 0 6) .00 0 12) .00 0 CorruTi�rcial Extra F�a -turps Description Dimensions Price Units Value RCD Year 1) .00 0 0 0 0 2) .00 0 0 0 0 3) .00 0 0 0 0 4) .00 0 0 0 0 5) .00 0 0 0 0 6) .00 0 0 0 0 TOTAL RECORD VALUE: 0 Building #22 http: //l 36.174.187.13 /htbin/cgi -scr3 ?plus =l &r= 0 %2E32 &o =1 &a =1 &b =1 &c =1 &s= 4 &t3 =1... 5/7/2008 Pinellas County Property App oer Information: 17 29 16 03006 000 0 Page 26 of 69 17 / 20 / 10 / 03000 / 000 / 0200 :22 07- May -2008 Jim Smith, CFA Pinellas County Property Appraiser 18:44:03 Commercial Card 22 of 63 Improvement Type: Duplex /Triplex Property Address: 0 Prop Use: 356 Land Use: 74 S-truc-tural E1�msn�s Foundation Continuous Footing Floor System Slab on Grade Exterior Wall Cone Block /Stucco Height Factor 0 Party Wall None Structural. -Frame None Roof Frame Gable & Hip Roof Cover Composition Shingle Cabinet & Mill Average Floor Finish Carpet Combination Interior Finish Plaster Furred Total Units 0 Heating & Air Heating &Coaling Pckg Fixtures 18 Bath Tile Half Uall Area Electric Average Description Factor Shape Factor Rectangle 1) Quality --,Average- i. 00 Year Built 1,964 Effective Age 25 Other Depreciation 0 Function Depreciation 0 Economic Depreciation i0 Sub Aromas GommE3r4--ial Extra F(3 aTvirE3 s Description Dimensions Description Factor Area RCD Description Factor Area 1) Base Area i. 00 3,154 7) . 00 0 2) Enclosed Porch .60 84 8) .00 0 3) Screen Porch .25 420 9) .00 0 4) Open Porch .20 188 10) .00 0 5) 6) .00 0 11) .00 0 6) .00 0 12) .00 0 GommE3r4--ial Extra F(3 aTvirE3 s Description Dimensions Price Units Value RCD Year 1) .00 0 0 0 0 2) .00 0 0 0 0 3) .00 0 0 0 0 4) .00 0 0 0 0 5) .00 0 0 0 0 6) .00 0 0 0 0 TOTAL RECORD VALUE: 0 Building #23 http: //l 36.174.187.13 /htbin/cgi -scr3 ?plus =l &r= 0 %2E32 &o =1 &a =1 &b =1 &c =l &s= 4 &t3 =1... 5/7/2008 Pinellas County Property App Information: 17 29 16 03006 000 0 Page 27 of 69 17 / 29 / 10 / 03000 / 000 / 0200 :23 07- May -2008 Jim Smith, CFA Pinellas County Property Appraiser 18:44:03 Commercial Card 23 of 63 Improvement Type: Duplex/Triplex Property Address: 0 Prop Use: 356 Land Use: 74 Stru+c�ural E1�m�n-ts Foundation Continuous Footing Floor System Slab on Grade Exterior Wall Conc Block/Stucco Height Factor 0 Party Wall None Structural Frame.-None 1,964 Roof Frame Gable & Hip Roof Cover Composition Shingle Cabinet & Mill Average Floor Finish Carpet Combination Interior Finish Plaster Furred Total Units 0 Heating & Air Heating &Cooling Pckg Fixtures 18 Bath Tile Half Wall Area Electric Average Description Factor Shape Factor Rectangle 1) Quality Average -. 1.00 Year Built 1,964 Effective Age 25 Other Depreciation 0 Function Depreciation 0 Economic Depreciation 10 Sub Art -aS Comrn(--rcial Extra FqBaTur�s Description Dimensions Description Factor Area RCD Description Factor Area 1) Base Area. 1.00 3,232 7) . 00 0 2) Screen Porch .25 426 8) .00 0 3) Open Porch .20 188 9) .00 0 4) 0 .00 0 10) .00 0 5) 6) .00 0 11) .00 0 6) .00 0 12) .00 0 Comrn(--rcial Extra FqBaTur�s Description Dimensions Price Units Value RCD Year 1) .00 0 0 0 0 2) .00 0 0 0 0 3) .00 0 0 0 0 4) .00 0 0 0 0 5) .00 0 0 0 0 6) .00 0 0 0 0 TOTAL RECORD VALUE: 0 Building #24 http: //l 36.174.187.13 /htbin/cgi -scr3 ?plus =l &r= 0 %2E32 &o =1 &a =1 &b =1 &c =1 &s= 4 &t3 =1... 5/7/2008 Pinellas County Property App 6r Information: 17 29 16 03006 000 04 Page 28 of 69 17 / 2 / 10 / 03000 / 000 / 0200 :24 07- May -2008 Jim Smith, CFA Pinellas County Property Appraiser 18:44:04 Commercial Card 24 of 63 Improvement Type: Duplex /Triplex Property Address: 0 Prop Use: 356 Land Use: 74 S- truc�ural E1sm�nts Foundation Continuous Footing Floor System Slab on Grade Exterior Wall Conc Block /Stucco Height Factor 0 Party Wall None Structural Frame None k: Roof Frame Gable & Hip Roof Cover Composition Shingle Cabinet & Mill Average Floor Finish Carpet Combination Interior Finish Plaster Furred Total Units 0 Heating & Air Wall /Floor Furnace Fixtures 12 Bath Tile Half Wall Area Electric Average Description Factor Shape Factor L Design 1) Quality Average i. 00 Year Built 1,964 Effective Age 25 Other Depreciation 0 Function Depreciation 0 Economic Depreciation 10 Sub Arras Commsrcial E>c -t ra FE:a-turqE--s Description Dimensions Description Factor Area RCD Description Factor Area 1) Base Area i. 00 2,334 7) . 00 0 2) Screen Porch .25 294 8) .00 0 3) Open Porch .20 109 9) .00 0 4) 0 .00 0 10) .00 0 5) 6) .00 0 11) .00 0 6) .00 0 12) .00 0 Commsrcial E>c -t ra FE:a-turqE--s Description Dimensions Price Units Value RCD Year 1) .00 0 0 0 0 2) .00 0 0 0 0 3) .00 0 0 0 0 4) .00 0 0 0 0 5) .00 0 0 0 0 6) .00 0 0 0 0 TOTAL RECORD VALUE: 0 Building #25 136.174.187.13 /htbin/cgi -scr.3 ?plus =l &r= 0 %2E32 &o =1 &a =1 &b =1 &c =1 &s= 4 &t3 =1... 5/7/2008 Pinellas County Property App *r Information: 17 29 16 03006 000 04 Page 29 of 69 17 / 29 / 10 / 03000 / 000 / 0200 :25 07- May -2008 Jim Smith, CFA Pinellas County Property Appraiser 18:44:04 Commercial Card 25 of 63 Improvement Type: Duplex /Triplex Property Address: 0 Prop Use: 356 Land Use: 74 Structural Elcmcnts Foundation Continuous Footing Floor System Slab on Grade Exterior Wall Cone Block /Stucco Height Factor 0 Party Wall None Structural • Frame Hone Roof Frame Gable & Hip Roof Cover Composition Shingle Cabinet & Mill Average Floor Finish Carpet Combination Interior Finish Plaster Furred Total Units 0 Heating & Air Wall /Floor Furnace Fixtures 12 Bath Tile Half Wall Area Electric Average Description Factor Shape Factor Rectangle 1) Quality Average_, 1.00 Year Built 1,964 Effective Age 25 Other Depreciation 0 Function Depreciation 0 Economic Depreciation i0 Sub Arras �omm�rcial Extra Fca-tures Description Dimensions Description Factor Area RCD Description Factor Area 1) Base Area 1.00 2,318 7) . 00 0 2) Enclosed Porch .60 78 8) .00 0 3) Screen Porch .25 134 9) .00 0 4) Open Porch .20 92 10) .00 0 5) 6) .00 0 11) . 00 0 6) .00 0 12) .00 0 �omm�rcial Extra Fca-tures Description Dimensions Price Units Value RCD Year 1) .00 0 0 0 0 2) . 00 0 0 0 0 3) .00 0 0 0 0 4) . 00 0 0 0 0 5) .00 0 0 0 0 6) .00 0 0 0 0 TOTAL RECORD VALUE: 0 Building #26 36.174 .187.13 /htbin/cgi -scr3 ?plus= l& r= 0% 2E32 &o= 1 &a= 1 &b= 1 &c= l &s= 4 &t3 =1... 5/7/2008 Pinellas County Property App OFr Information: 17 29 16 03006 000 0 Page 30 of 69 17 / 29 / 10 / 03000 / 000 / 0200 :20 07- May -2008 Jim Smith, CFA Pinellas County Property Appraiser 18:44:04 Commercial Card 26 of 63 Improvement Type: Duplex/Triplex Property Address: 0 Prop Use: 356 Land Use: 74 Structural E1�m�n-ts Foundation Continuous Footing Floor System. Slab on Grade Exterior ball Conc Block /Stucco Height Factor 0 Party Wall None Structural °Frame None Roof Frame Gable & Hip Roof Cover Composition Shingle Cabinet & Mill Average Floor Finish Carpet Combination, Interior Finish Plaster Furred Total Units 0 Heating & Air Heating &Cooling Pckg Fixtures 12 Bath Tile Half Wall Area Electric Average Description Factor Shape Factor Rectangle 1) Quality Average 1.00 Year Built 1,964 Effective Age 25 Other Depreciation 0 Function Depreciation 0 Economic Depreciation 10 Sub Ar c a s Commcrcial Extra Fcatures Description Dimensions Description Factor Area RCD Description Factor Area 1) Base Area 1.00 2,530 7) .00 0 2) Open Porch .20 92 8) .00 0 3) 0 .00 0 9) .00 0 4) 0 .00 0 10) .00 0 5) 6) .00 0 11) .00 0 6) .00 0 12) .00 0 Commcrcial Extra Fcatures Description Dimensions Price Units Value RCD Year 1) .00 0 0 0 0 2) .00 0 0 0 0 3) .00 0 0 0 0 4) .00 0 0 0 0 5) .00 0 0 0 0 6) .00 0 0 0 0 TOTAL RECORD VALUE: 0 Building #27 http: //l 36.174.187.13/htbin/cgi -scr3? plus =l &r= 0 %2E32 &o =1 &a =1 &b =1 &c =1 &s= 4 &t3 =1... 5/7/2008 Pinellas County Property Appler Information: 17 29 16 03006 000 06 Page 31 of 69 17 / 29 / 16 / 03000 / 000 / 0200 :27 07- May -2008 Jim Smith, CFA Pinellas County Property Appraiser 18:44:04 Commercial Card 27 of 63 Improvement Type: Duplex /Triplex Property Address: 0 Prop Use: 356 Land Use: 74 Structural E1E3mE3nts Foundation Continuous Footing Floor System Slab on Grade Exterior ball Conc Block /Stucco Height Factor 0 Party Wall None Structural Frame: =None Roof Frame Gable & Hip Roof Cover Composition Shingle Cabinet & Mill Average .Floor Finish Carpet Combination Interior Finish Plaster Furred Total Units 0 Heating & Air Heating &Cooling Pckg Fixtures 12 Bath Tile Half Wall Area Electric Average Description Factor Shape Factor Rectangle 1) Quality Average 1.00 Year Built - 1;964 Effective Age 25 Other Depreciation 0 Function Depreciation 0 Economic Depreciation 10 Sub Arc.-as Ccw msrcia1 Extra Fcatures Description Dimensions Description Factor Area RCD Description Factor Area 1) Base Area 1.00 2,530 7) . 00 0 2) Open Porch .20 92 8) .00 0 3) 0 .00 0 9) .00 0 4) 0 .00 0 10) .00 0 5) 6) .00 0 11) .00 0 6) .00 0 12) .00 0 Ccw msrcia1 Extra Fcatures Description Dimensions Price Units Value RCD Year 1) .00 0 0 0 0 2) .00 0 0 0 0 3) .00 0 0 0 0 4) .00 0 0 0 0 5) .00 0 0 0 0 6) .00 0 0 0 0 TOTAL RECORD VALUE: 0 Building #28 l 36.174.187.13 /htbin/cgi -scr3 ?plus =l &r= 0 %2E32 &o =1 &a =1 &b =1 &c =1 &s= 4 &t3 =1... 5/7/2008 Pinellas County Property Appr r Information: 17 29 16 03006 000 0� Page 32 of 69 17 / 29 / 10 / 03000 / 000 / 0200 :28 07- May -2008 Jim Smith, CFA Pinellas County Property Appraiser 18:44:05 Commercial Card 28 of 63 Improvement Type: Duplex /Triplex Property Address: 0 Prop Use: 356 Land Use: 74 S�ruc�ural E1�m�n -ts Foundation Continuous Footing Floor System Slab on Grade Exterior Wall Conc Block /Stucco Height Factor 0 Party Wall None Structural Frame None Roof Frame Gable & Hip Roof Cover Composition Shingle Cabinet & Mill Average Floor Finish Carpet Combination Interior Finish Plaster Furred Total Units 0 Heating & Air Heating &Cooling Pckg Fixtures 18 Bath Tile Half Wall Area Electric Average Description Factor Shape Factor Rectangle 1) Quality Average 1.00 Year Built 1,964 Effective Age 25 Other Depreciation 0 Function Depreciation 0 Economic Depreciation 10 Sub AroBas Comm4ar4--ial Extra F atur�s Description Dimensions Description Factor Area RCD Description Factor Area 1) Base Area 1.00 3,322 7) . 00 0 2) Screen Porch .25 324 8) .00 0 3) Open Porch .20 210 9) .00 0 4) 0 . go 0 10) . 00 0 5) 6) .00 0 11) .00 0 6) .00 0 12) .00 0 Comm4ar4--ial Extra F atur�s Description Dimensions Price Units Value RCD Year 1) .00 0 0 0 0 2) .00 0 0 0 0 3) .00 0 0 0 0 4) .00 0 0 0. 0 5) .00 0 0 0 0 6) .00 0 0 0 0 TOTAL RECORD VALUE: 0 Building #29 ,.174.187.13/htbin/cgi -scr3 ?plus =l &r- 0 %2E32 &o =1 &a =l &b =1 &c =l &s= 4 &t3 =1... 5/7/2008 Pinellas County Property Appr r Information: 17 29 16 03006 000 020 Page 33 of 69 17 / 29 / 10 / 03000 / 000 / 0200 :29 07- May -2008 Jim Smith, CFA Pinellas County Property Appraiser 18:44:05 Commercial Card 29 of 63 Improvement Type: Duplex /Triplex Property Address: 0 Prop Use: 356 Land Use: 74 Structural E1E3mq—_rtTEi Foundation Continuous Footing Floor System Slab on Grade Exterior Wall Cone Block /Stucco Height Factor 0 Party Wall Hone Structural Frame Hone -..- Roof Frame Gable & Hip Roof Cover Composition Shingle Cabinet & Mill Average Floor Finish Carpet Combination Interior Finish Plaster Furred Total Units 0 Heating & Air Wall /Floor Furnace Fixtures 18 Bath Tile Half Wall Area Electric Average Description Factor Shape Factor Rectangle 1) .Qwality ..Average i. 00 Year Built 1,964 Effective Age 25 Other Depreciation 0 Function Depreciation 0 Economic Depreciation 10 Sub Arras Ca3mm(_-rcia-1 Extra Fca -turE3 s Description Dimensions Description Factor Area RCD Description Factor Area 1) Base Area i. 00 3,073 7) . 00 0 2) Enclosed Porch .60 78 8) .00 0 3) Screen Porch .25 310 9) .00 0 4) Open Porch .20 152 10) .00 0 5) 6) .00 0 11) .00 0 6) . 00 0 12) .00 0 Ca3mm(_-rcia-1 Extra Fca -turE3 s Description Dimensions Price Units Value RCD Year 1) .00 0 0 0 0 2) .00 0 0 0 0 3) .00 0 0 0 0 4) .00 0 0 0 0 5) .00 0 0 0 0 6) .00 0 0 0 0 TOTAL RECORD VALUE: 0 Building #30 http: // 136.174.187.13 /htbin/cgi -scr3 ?plus =l &r= 0 %2E32 &o =1 &a =1 &b =1 &c =1 &s= 4 &t3 =1... 5/7/2008 Pinellas County Property Appr r Information: 17 29 16 03006 000 02M Page 34 of 69 17 / 29 / 10 / 03006 / 040 / 0200 :30 07- May -2008 Jim Smith, CFA Pinellas County Property Appraiser 18:44:06 Commercial Card 30 of 63 Improvement Type: Duplex /Triplex Property Address: 0 Prop Use: 356 Land Use: 74 Structural E1�msnts Foundation Continuous Footing Floor System Slab on Grade Exterior Wall Conc Block /Stucco Height Factor 0 Party Wall Hone Structural Frame Hone Roof Frame Gable & Hip Roof Cover Composition Shingle Cabinet & Mill Average Floor Finish Carpet Combination Interior Finish Plaster Furred Total Units 0 Heating & Air Heating &Cooling Pckg Fixtures 18 Bath Tile Half Wall Area Electric Average Description Factor Shape Factor Rectangle 1) Quality Average 1.00 Year Built 1,964 Effective Age 25 Other Depreciation 0 Function Depreciation 0 Economic Depreciation 10 Sub ArE3as C ommE3 r c i a1 E 3-c -t r a F cat ur iB s Description Dimensions Description Factor Area RCD Description Factor Area 1) Base Area 1.00 3,322 7) .00 0 2) Screen Porch .25 336 8) .00 0 3) Open Porch .20 188 9) .00 0 4) 0 .00 0 10) .00 0 5) 6) .00 0 11) .00 0 6) .00 0 12) .00 0 C ommE3 r c i a1 E 3-c -t r a F cat ur iB s Description Dimensions Price Units Value RCD Year 1) . 00 0 0 0 0 2) . 00 0 0 0 0 3) .00 0 0 0 0 4) .00 0 0 0 0 5) .00 0 0 0 0 6) .00 0 0 0 0 TOTAL RECORD VALUE: 0 Building #31 http: //l 36.174.187.13/htbin/cgi -scr3 ?plus =l &r= 0 %2E32 &o =1 &a =1 &b =1 &c =1 &s= 4 &t3 =1... 5/7/2008 Pinellas County Property Apprio r Information: 17 29 16 03006 000 02� Page 35 of 69 17 / 29 / 10 / 03000 / 000 / 0200 :31 07- May -2008 Jim Smith, CFA Pinellas County Property Appraiser 18:44:06 Commercial Card 31 of 63 Improvement Type: Duplex /Triplex Property Address: 0 Prop Use: 356 Land Use: 74 Structural E 1 �m�nt s Foundation Continuous Footing Floor System Slab on Grade Exterior Wall Conc Block /Stucco Height Factor 0 Party Wall None Structural ^Frame None - Roof Frame Gable & Hip Roof Cover Composition Shingle Cabinet & Mill Average Floor Finish Carpet Combination Interior Finish Plaster Furred Total Units 0 Heating & Air Heating &Cooling Pckg Fixtures 12 Bath Tile Half Wall Area Electric Average Description Factor Shape Factor Rectangle 1) Quality Average 1.00 Year Built 1,964 Effective Age 25 Other Depreciation 0 Function Depreciation 0 Economic Depreciation 10 Sub Aromas �omm�rcial E�ctra F�atur�s Description Dimensions Description Factor Area RCD Description Factor Area 1) Base Area 1.00 2,562 7) .00 0 2) Open Porch .20 68 8) .00 0 3) 0 .00 0 9) . 00 0 4) 0 .00 0 10) .00 0 5) 6) . 00 0 11) . 00 0 6) .00 0 12) .00 0 �omm�rcial E�ctra F�atur�s Description Dimensions Price Units Value RCD Year 1) .00 0 0 0 0 2) .00 0 0 0 0 3) .00 0 0 0 0 4) .00 0 0 0 0 5) .00 0 0 0 0 6) .00 0 0 0 0 TOTAL RECORD VALUE: 0 Building #32 http: //l 36.174.187.13/htbin/cgi -scr3 ?plus =l &r= 0 %2E32 &o =1 &a =1 &b =1 &c =1 &s= 4 &t3 =1... 5/7/2008 Pinellas County Property Apprbr Information: 17 29 16 03006 000 02jo Page 36 of 69 17 / 2 / 10 / 03000 / 000 / 0200 :32 07- May -2008 Jim Smith, CFA Pinellas County Property Appraiser 18:43:52 Commercial Card 32 of 63 Improvement Type: Duplex /Triplex Property Address: 0 Prop Use: 356 Land Use: 74 STrucctur.-il E1iem4--nts Foundation Continuous Footing Floor System Slab on Grade Exterior Wall Conc Block /Stucco Height Factor 0 Party Wall None Structural Frame None - °Gw Roof Frame Gable & Hip Roof Cover Composition Shingle Cabinet & Mill Average Floor Finish Carpet Combination Interior Finish Plaster Furred Total Units 0 Heating & Air Heating &Cooling Pckg Fixtures 12 Bath Tile Half Wall Area Electric Average Description Factor Shape Factor Rectangle 1) Quality Average 1. 00 Year Built 1,964 Effective Age 25 Other Depreciation 0 Function Depreciation 0 Economic Depreciation 10 Sub Aromas CommsrclaIL ExTra Fsal turE3 s Description Dimensions Description Factor Area RCD Description Factor Area 1) Base Area 1. 00 2,786 7) . 00 0 2) Open Porch .20 102 8) .00 0 3) 0 .00 0 9) .00 0 4) 0 .00 0 10) .00 0 5) 6) .00 0 11) .00 0 6) .00 0 12) .00 0 CommsrclaIL ExTra Fsal turE3 s Description Dimensions Price Units Value RCD Year 1) .00 0 0 0 0 2) .00 0 0 0 0 3) .00 0 0 0 0 4) . 00 0 0 0 0 5) .00 0 0 0 0 6) .00 0 0 0 0 TOTAL RECORD VALUE: 0 Building #33 J http: // 136.174.187.13 /htbin/cgi -scr3 ?plus =l &r= 0 %2E32 &o =1 &a =1 &b =1 &c =1 &s= 4 &t3 =1... 5/7/2008 Pinellas County Property App Information: 17 29 16 03006 000 0 Page 37 of 69 17 / 29 / 10 / 03000 1 000 1 0200 :33 07- May -2008 Jim Smith, CFA Pinellas County Property Appraiser 18:44:07 Commercial Card 33 of 63 Improvement Type: Duplex /Triplex Property Address: 0 Prop Use: 356 Land Use: 74 Structural Elements Foundation Continuous Footing Floor System Slab on Grade Exterior Wall Cone Block /Stucco Height Factor 0 Party Wall Hone Structural Frame Hone Roof Frame Gable & Hip Roof Cover Composition Shingle Cabinet & Mill Average Floor Finish Carpet Combination Interior Finish Plaster Furred Total Units 0 Heating & Air Heating &Cooling Pckg Fixtures 12 Bath Tile Half Wall Area Electric Average Description Factor Shape Factor L Design 1) Quality Average i. 00 Year Built 1,964 Effective Age 25 Other Depreciation 0 Function Depreciation 0 Economic Depreciation 10 Commercial E�ctra Features Description Dimensions Description Factor Area RCD Description Factor Area 1) Base Area i. 00 2,622 7) . 00 0 2) Open Porch .20 115 8) .00 0 3) 0 .00 0 9) .00 0 4) 0 .00 0 10) .00 0 5) 6) .00 0 11) .00 0 6) .00 0 12) .00 0 Commercial E�ctra Features Description Dimensions Price Units Value RCD Year 1) .00 0 0 0 0 2) .00 0 0 0 0 3) .00 0 0 0 0 4) .00 0 0 0 0 5) .00 0 0 0 0 6) .00 0 0 0 0 TOTAL RECORD VALUE: 0 Building #34 http :H136.174.187.131htbinlcgi -scr3 ?plus =l &r= 0 %2E32 &o =1 &a =1 &b =1 &c =l &s= 4 &t3 =1... 5/7/2008 Pinellas County Property Approer Information: 17 29 16 03006 000 06 Page 38 of 69 17 / 29 / 10 / 03000 / 000 / 0200 :34 07- May -2008 Jim Smith, CFA Pinellas County Property Appraiser 18:44:08 Commercial Card 34 of 63 Improvement Type: Duplex /Triplex Property Address: 0 Prop Use: 356 Land Use: 74 Structural E1�m�nts Foundation Continuous Footing Floor System Slab on Grade Exterior Wall Cone Block /Stucco Height Factor 0 Party gall None Structural F -came None Roof Frame Gable & Hip Roof-Cover Composition Shingle Cabinet & Mill Average Floor Finish Carpet Combination Interior Finish Plaster Furred Total Units 0 Heating & Air Heating &Cooling Pckg Fixtures 18 Bath Tile Half Wall Area Electric Average Description Factor Shape Factor Rectangle 1) Qual -ity Average .. . 1. 00 Year Built 1,964 Effective Age 25 Other Depreciation 0 Function Depreciation 0 Economic Depreciation to Sub Ar4Bas +C omm�r c i a1 E xt r a F� at ur � s Description Dimensions Description Factor Area RCD Description Factor Area 1) Base Area 1. 00 3, 154 7) . 00 0 2) Enclosed Porch .60 252 8) .00 0 3) Screen Porch .25 252 9) .00 0 4) Open Porch .20 188 10) .00 0 5) 6) .00 0 11) .00 0 6) .00 0 12) .00 0 +C omm�r c i a1 E xt r a F� at ur � s Description Dimensions Price Units Value RCD Year 1) .00 0 0 0 0 2) .00 0 0 0 0 3) .00 0 0 0 0 4) .00 0 0 0 0 5) .00 0 0 0 0 6) .00 0 0 0 0 TOTAL RECORD VALUE: 0 Building #35 http: // 136.174.187.13 /htbin/cgi -ser3 ?plus =l &r= 0 %2E32 &o =1 &a =1 &b =1 &c =1 &s= 4 &t3 =1... 5/7/2008 Pinellas County Property App 4r Information: 17 29 16 03006 000 06 Page 39 of 69 1 / 2 1 10 1 03000 1 000 / 0200 :35 07 -May -2008 Jim Smith, CFA Pinellas County Property Appraiser 18:44:08 Commercial Card 35 of 63 Improvement Type: Duplex /Triplex Property Address: 0 Prop Use: 356 Land Use: 74 S�ruc -tural E1�m�n -ts Foundation Continuous Footing Floor System Slab on Grade Exterior Wall Conc Block/Stucco Height Factor 0 Party Wall None -Structural Frame None - Roof Frame Gable & Hip Roof Cover Composition Shingle Cabinet & Mill Average Floor Finish Carpet Combination Interior Finish Plaster Furred Total Units 0 Heating & Air Heating &Cooling Pckg Fixtures 12 Bath Tile Half Wall Area Electric Average Description Factor Shape Factor Rectangle 1) Quality *Average 1.00 Year Built 1,964 Effective Age 25 Other Depreciation 0 Function Depreciation 0 Economic Depreciation 10 Sub Ar4Bas C+ammE3rcla1 E>c -t ra FB2l -t urpEm- Description Dimensions Description Factor Area RCD Description Factor Area 1) Base Area 1.00 2,432 7) .00 0 2) Enclosed Porch .60 72 8) .00 0 3) Screen Porch .25 252 9) .00 0 4) Open Porch .20 120 10) .00 0 5) 6) .00 0 11) .00 0 6) .00 0 12) .00 0 C+ammE3rcla1 E>c -t ra FB2l -t urpEm- Description Dimensions Price Units Value RCD Year 1) .00 0 0 0 0 2) .00 0 0 0 0 3) .00 0 0 0 0 4) .00 0 0 0 0 5) .00 0 0 0 0 6) .00 0 0 0 0 TOTAL RECORD VALUE: 0 Building #36 http://136. 174 .187.13 /htbin/cgi -scr3 ?plus =l &r= 0 %2E32 &o =1 &a =1 &b =1 &c =1 &s= 4 &t3 =1... 5/7/2008 Pinellas County Property App roer Information: 17 29 16 03006 000 0 Page 40 of 69 17 / 29 / 10 / 03000 / 000 / 0200 :0 07- May -2008 Jim Smith, CFA Pinellas County Property Appraiser 18:44:09 Commercial Card 36 of 63 Improvement Type: Duplex /Triplex Property Address: 0 Prop Use: 356 Land Use: 74 Structural E1�m�nts Foundation Continuous Footing Floor System Slab on Grade Exterior Wall Conc Block /Stucco Height Factor 0 Party ball None Structural-- Frame None Roof Frame Gable & Hip Roof Cover Composition Shingle Cabinet & Mill Average Floor Finish Carpet Combination Interior Finish Plaster Furred Total Units 0 Heating & Air Wall /Floor Furnace Fixtures 18 Bath Tile Half Wall Area Electric Average Description Factor Shape Factor Rectangle 1) Quality Average- :e..,r i. 00 Year Built 1,964 Effective Age 25 Other Depreciation 0 Function Depreciation 0 Economic Depreciation i0 Su.b Areas Commcrclal E>ctra Fcatures Description Dimensions Description Factor Area RCD Description Factor Area 1) Base Area i. 00 3, 154 7) . 00 0 2) Enclosed Porch .60 156 8) .00 0 3) Screen Porch .25 348 9) .00 0 4) Open Porch .20 188 10) .00 0 5) 6) .00 0 11) .00 0 6) .00 0 12) .00 0 Commcrclal E>ctra Fcatures Description Dimensions Price Units Value RCD Year 1) . 00 0 0 0 0 2) .00 0 0 0 0 3) .00 0 0 0 0 4) .00 0 0 0 0 5) .00 0 0 0 0 6) .00 0 0 0 0 TOTAL RECORD VALUE: 0 Building #37 http: //l 36.174.187.13/htbin/cgi -scr3 ?plus =l &r= 0 %2E32 &o =1 &a =1 &b =1 &c =1 &s= 4 &t3 =1... 5/7/2008 Pinellas County Property App rr Information: 17 29 16 03006 000 0216 Page 41 of 69 17 / 29 / 10 / 03000 / 000 / 0200 :37 07- May -2008 Jim Smith, CFA Pinellas County Property Appraiser 18:44:09 Commercial Card 37 of 63 Improvement Type: Duplex /Triplex Property Address: 0 Prop Use: 356 Land Use: 74 Structural E1�m�nts Foundation Continuous Footing Floor System Slab on Grade Exterior gall Conc Block /Stucco Height Factor 0 Party Wall Hone Structural Frame Hone Roof Frame Gable & Hip Roof Cover Composition Shingle Cabinet & Mill Average Floor Finish Carpet Combination Interior Finish Plaster Furred Total Units 0 Heating & Air Heating &Cooling Pckg Fixtures 18 Bath Tile Half Wall Area Electric Average Description Factor Shape Factor Rectangle 1) Quality Average 1.00 Year Built 1,964 Effective Age 25 Other Depreciation 0 Function Depreciation 0 Economic Depreciation 10 Sub Arras C ommcr c 1 a1 E xt r a F c at ur s Description Dimensions Description Factor Area RCD Description Factor Area 1) Base Area 1.00 3,154 7) . 00 0 2) Enclosed Porch .60 78 8) .00 0 3) Screen Porch .25 336 9) .00 0 4) Open Porch .20 188 10) .00 0 5) 6) .00 0 11) .00 0 6) .00 0 12) .00 0 C ommcr c 1 a1 E xt r a F c at ur s Description Dimensions Price Units Value RCD Year 1) .00 0 0 0 0 2) .00 0 0 0 0 3) .00 0 0 0 0 4) .00 0 0 0 0 5) .00 0 0 0 0 6) .00 0 0 0 0 TOTAL RECORD VALUE: 0 Building #38 http:/ /136.174.187.13/htbin/cgi -scr3? plus =l &r= 0 %2E32 &o =1 &a =l &b =1 &c =1 &s= 4 &t3 =1... 5/7/2008 Pinellas County Property Apper Information: 17 29 16 03006 000 04 Page 42 of 69 17 / 20 / 18 / 03000 / 000 / 0200 :38 07- May -2008 Jim Smith, CFA Pinellas County Property Appraiser 18:44:10 Commercial Card 38 of 63 Improvement Type: Duplex /Triplex Property Address: 0 Prop Use: 356 Land Use: 74 STru+c-tural E1tE!mq--nts Foundation Continuous Footing Floor System Slab on Grade Exterior Wall Conc Block /Stucco Height Factor 0 Party Wall Hone Structural Frame Hone Roof Frame Gable & Hip Roof Cover Composition Shingle Cabinet & Mill Average Floor Finish Carpet Combination Interior Finish Plaster Furred Total Units 0 Heating & Air Heating &Coaling Pckg Fixtures 12 Bath Tile Half Wall Description Factor Electric Average 1) Shape Factor L Design 1.00 Quality Average 7) Year Built 1,964 Effective Age 25 Other Depreciation 0 Function Depreciation 0 Economic Depreciation 10 Sub ArE3as CommE3 rciaIL E]{tr2l FE3aTurBEm- Description Dimensions Description Factor Area RCD Description Factor Area 1) Base Area 1.00 2,412 7) .00 0 2) Enclosed Porch .60 156 8) .00 0 3) Screen Porch .25 60 9) .00 0 4) Open Porch . 20 113 10) .00 0 5) 6) .00 0 11) .00 0 6) .00 .0 12) .00 0 CommE3 rciaIL E]{tr2l FE3aTurBEm- Description Dimensions Price Units Value RCD Year 1) .00 0 0 0 0 2) .00 0 0 0 0 3) .00 0 0 0 0 4) .00 0 0 0 0 5) .00 0 0 0 0 6) .00 0 0 0 0 TOTRL'RECORD VALUE: 0 Building #39 http: //l 36.174.187.13/htbin/cgi -scr3 ?plus =l &r= 0 %2E32 &o =1 &a =1 &b =1 &c =1 &s= 4 &t3 =1... 5/7/2008 Pinellas County Property App 6r Information: 17 29 16 03006 000 0� Page 43 of 69 17 / 29 / 16 / 03000 / 400 / 4200 :3 07- May -2008 Jim Smith, CFA Pinellas County Property Appraiser 10:44:10 Commercial Card 39 of 63 Improvement Type: Duplex /Triplex Property Address: 0 Prop Use: 356 Land Use: 74 Structural E1E3mE3nts Foundation Continuous Footing Floor System Slab on Grade Exterior Wall Conc Block /Stucco Height Factor 0 Party Wall None Structural Frame None Roof Frame Gable & Hip Roof Cover Composition Shingle Cabinet & Mill Average Floor Finish Carpet Combination Interior Finish Plaster Furred Total Units 0 Heating & Air Heating &Cooling Pckg Fixtures 12 Bath Tile Half Wall Area Electric Average Description Factor Shape Factor Rectangle 1) Quality.-, ;� • giverage 1.00 Year Built 1,964 Effective Age 25 Other Depreciation 0 Function Depreciation 0 Economic Depreciation 10 Sub ArE3 as C(3rnmgBr(--i2il Extra F�aturBs Description Dimensions Description Factor Area RCD Description Factor Area 1) Base Area 1.00 2,786 7) .00 0 2) Open Porch .20 102 8) .00 0 3) 0 .00 0 9) .00 0 4) 0 .00 0 10) .00 0 5) 6) .00 0 11) .00 0 6) .00 0 12) .00 0 C(3rnmgBr(--i2il Extra F�aturBs Description Dimensions Price Units Value RCD Year 1) . 00 0 0 0 0 2) .00 0 0 0 0 3) . 00 0 0 0 0 4) .00 0 0 0 0 5) .00 0 0 0 0 6) .00 0 0 0 0 TOTAL RECORD VALUE: 0 Building #40 http: //l 36.174.187.13 /htbin/cgi -scr3 ?plus =l &r= 0 %2E32 &o =1 &a =1 &b =l &c =1 &s= 4 &t3 =1... 5/7/2008 Pinellas County Property App r Information: 17 29 16 03006 000 0 Page 44 of 69 17 1 29 1 10 I 03000 I 000 1 0200 :40 07- May -2008 Jim Smith, CFA Pinellas County Property Appraiser 18:44:10 Commercial Card 40 of 63 Improvement Type: Duplex /Triplex Property Address: 0 Prop Use: 356 Land Use: 74 �-truc�ural E1�m�n -ts Foundation Continuous Footing Floor System Slab on Grade Exterior Wall Conc Block /Stucco Height Factor 0 Party gall Hone Struc-tu-ra•1 Frame None Roof Frame Gable & Hip Roof Cover Composition Shingle Cabinet & Mill Average Floor Finish Carpet Combination Interior Finish Plaster Furred Total Units 0 Heating & Air Heating &Cooling Pckg Fixtures 12 Bath Tile Half Wall Area Electric Average Description Factor Shape Factor Rectangle 1) Quality Aue.rage - 1. 00 Year Built 1,964 Effective Age 25 Other Depreciation 0 Function Depreciation 0 Economic Depreciation 10 Siz13 Arqeas Comm4Br4--ial Extra F�ea�ures Description Dimensions Description Factor Area RCD Description Factor Area 1) Base Area 1. 00 2,432 7) . 00 0 2) Screen Porch .25 918 8) .00 0 3) Open Porch .20 132 9) .00 0 4) 0 .00 0 10) .00 0 5) 6) . 00 0 11) .00 0 6) . 00 0 12) . 00 0 Comm4Br4--ial Extra F�ea�ures Description Dimensions Price Units Value RCD Year 1) .00 0 0 0 0 2) .00 0 0 0 0 3) .00 0 0 0 0 4) .00 0 0 0 0 5) .00 0 0 0 0 6) .00 0 0 0 0 TOTAL RECORD VALUE: 0 Building #41 http: // 136.174.187.13 /htbin/cgi -scr3 ?plus =l &r= 0 %2E32 &o =l &a =1 &b =1 &c =1 &s= 4 &t3 =1... 5/7/2008 Pinellas County Property App Information: 17 29 16 03006 000 0 Page 45 of 69 17 / 29 / 10 / 03000 / 000 / 0200 :41 07- May -2008 Jim Smith, CFA Pinellas County Property Appraiser 18:44:10 Commercial Card 41 of 63 Improvement Type: Duplex /Triplex Property Address: 0 Prop Use: 356 Land Use: 74 S�ruc�ural E1+�m�n-ts Foundation Continuous Footing Floor System Slab on Grade Exterior Wall Conc Block /Stucco Height Factor 0 Party Wall Hone Structural Frame ---one Roof Frame :Gable Roof Cover Composition Shingle Cabinet & Mill Average Floor Finish Carpet Combination Interior Finish Plaster Furred Total Units 0 Heating & Air Heating &Cooling Pckg Fixtures 12 Bath Tile Half Wall Area Electric Average Description Factor Shape Factor Rectangle 1) Quality Average _:,. „,., �,,u• 1.00 Year Built 1,564 Effective Age 25 Other Depreciation 0 Function Depreciation 0 Economic Depreciation 10 Sub Aromas C+amm4Br4--lal Extra F�aturss Description Dimensions Description Factor Area RCD Description Factor Area 1) Base Area 1.00 2,432 7) .00 0 2) Enclosed Porch .60 144 8) .00 0 3) Screen Porch .25 174 9) .00 0 4) Open Porch .20 i32 10) .00 0 5) 6) .00 0 11) .00 0 6) .00 0 12) .00 0 C+amm4Br4--lal Extra F�aturss Description Dimensions Price Units Value RCD Year 1) .00 0 0 0 0 2) .00 0 0 0 0 3) .00 0 0 0 0 4) .00 0 0 0 0 5) .00 0 0 0 0 6) .00 0 0 0 0 TOTAL RECORD VALUE: 0 Building #42 http: //l 36.174.187.13/htbin/egi -scr3 ?plus =l &r= 0 %2E32 &o =1 &a =1 &b =1 &c =1 &s= 4 &t3 =1... 5/7/2008 Pinellas County Property App r r Information: 17 29 16 03006 000 0 Page 46 of 69 17 / 20 / 10 1 03000 000 / 0200 :42 07- May -2008 Jim Smith, CFA Pinellas County Property Appraiser 18:44:11 Commercial Card 42 of 63 Improvement Type: Duplex /Triplex Property Address: 0 Prop Use: 356 Land Use: 74 Structural E1+E�m�nts Foundation Continuous Footing Floor System Slab on Grade Exterior Wall Conc Block /Stucco Height Factor 0 Party Wall None Structural Frame None Roof Frame Gable & Hip Roof Cover Composition Shingle Cabinet & Mill Average Floor Finish Carpet Combination Interior Finish Plaster Furred Total Units 0 Heating & Air Heating &Cooling Pckg Fixtures 12 Bath Tile Half Wall Area Electric Average Description Factor Shape Factor L Design 1) Quality Average 1.00 Year Built 1,964 Effective Age 25 Other Depreciation 0 Function Depreciation 0 Economic Depreciation i0 51.11f3 Aro--zaS �C+❑�rruncrcial Extra F�atur�s Description Dimensions Description Factor Area RCD Description Factor Area 1) Base Area 1.00 2,490 7) .00 0 2) Screen Porch .25 138 8) .00 0 3) Open Porch .20 113 9) .00 0 4) 0 .00 0 10) .00 0 5) 6) .00 0 11) .00 0 6) .00 0 12) .00 0 �C+❑�rruncrcial Extra F�atur�s Description Dimensions Price. Units Value RCD Year 1) .00 0 0 0 0 2) .00 0 0 0 0 3) .00 0 0 0 0 4) .00 0 0 0 0 5) .00 0 0 0 0 6) .00 0 0 0 0 TOTAL RECORD VALUE: 0 Building #43 http: //l 36.174.187.13/htbin/cgi -scr3 ?plus =l &r= 0 %2E32 &o =1 &a =1 &b =1 &c =1 &s= 4 &t3 =1... 5/7/2008 Pinellas County Property Appraf r Information: 17 29 16 03006 000 0 Page 47 of 69 17 / 29 /'16 / 03000 / 000 I 0200 :43 07- May -2008 Jim Smith, CFA Pinellas County Property Appraiser 18:44:11 Commercial Card 43 of 63 Improvement Type: Duplex/Triplex Property Address: 0 Prop Use: 356 Land Use: 74 S� ruct ur a1 E 1 �m�nt s Foundation Continuous Footing Floor System Slab on Grade Exterior Wall Cone Block /Stucco Height Factor 0 Party Wall None Structural Frame None Roof Frame Gable & Hip Roof Cover Composition Shingle Cabinet & Mill Average Floor Finish Carpet Combination Interior Finish Plaster Furred Total Units 0 Heating & Air Heating &Cooling Pckg Fixtures 12 Bath Tile Half Wall Area Electric Average Description Factor Shape Factor Rectangle 1) Quality. Average.... 1.00 Year Built 1,964 Effective Age 25 Other Depreciation 0 Function Depreciation 0 Economic Depreciation 10 Sub ArqBas Comrrt�rcial Extra F�a�ur�s Description Dimensions Description Factor Area RCD Description Factor Area 1) Base Area 1.00 2,318 7) . 00 0 2) Enclosed Porch .60 78 8) .00 0 3) Screen Porch .25 134 9) .00 0 4) Open Porch .20 76 10) .00 0 5) 6) . 00 0 11) . 00 0 6) . 00 0 12) .00 0 Comrrt�rcial Extra F�a�ur�s Description Dimensions Price Units Value RCD Year 1) .00 0 0 0 0 2) .00 0 0 0 0 3) .00 0 0 0 0 4) .00 0 0 0 0 5) . 00 0 0 0 0 6) .00 0 0 0 0 TOTAL RECORD VALUE: 0 Building #44 http: // 136.174.187.13 /htbin/cgi -scr3 ?plus =l &r= 0 %2E32 &o =1 &a =1 &b =1 &c =1 &s= 4 &t3 =1... 5/7/2008 Pinellas County Property App Information: 17 29 16 03006 000 0 Page 48 of 69 17 / 29 / 10 / 03000 / 000 1 0200 :44 07- May -2008 Jim Smith, CFA Pinellas County Property Appraiser 18:44:12 Commercial Card 44 of 63 Improvement Type: Duplex /Triplex Property Address: 0 Prop Use: 356 Land Use: 74 Structural E1�mcnts Foundation Continuous Footing Floor System Slab on Grade Exterior Wall Conc Block /Stucco Height Factor 0 Party Wall Hone Structura,l—Frame None - Roof Frame Gable & Hip Roof Cover Composition Shingle Cabinet & Mill Average Floor Finish Carpet Combination Interior Finish Plaster Furred Total Units 0 Heating & Air Heating &Cooling Pckg Fixtures 18 Bath Tile Half Wall Area Electric Average Description Factor Shape Factor Rectangle 1) Quality Average.. i. 00 Year Built x';964 Effective Age 25 Other Depreciation 0 Function Depreciation 0 Economic Depreciation 10 Sub Ar+E,as CommE;rcial Extra FE3 aturE3 s Description Dimensions Description Factor Area RCD Description Factor Area 1) Base Area i. 00 1,646 7) . 00 0 2) Open Porch .20 200 8) .00 0 3) 0 .00 0 9) .00 0 4) 0 .00 0 10) .00 0 5) 6) .00 0 11) .00 0 6) .00 0 12) .00 0 CommE;rcial Extra FE3 aturE3 s Description Dimensions Price Units Value RCD Year 1) .00 0 0 0 0 2) .00 0 0 0 0 3) .00 0 0 0 0 4) .00 0 0 0 0 5) .00 0 0 0 0 6) .00 0 0 0 0 TOTAL RECORD VALUE: 0 Building #45 http: //l 36.174.187.13/htbin/cgi -scr3 ?plus =l &r= 0 %2E32 &o =1 &a =1 &b =1 &c =1 &s= 4 &t3 =1... 5/7/2008 Pinellas County Property App tr Information: 17 29 16 03006 000 06 Page 49 of 69 17 / 29 / 10 / 03000 / 000 / 0200 :45 07- May -2008 Jim Smith, CFA Pinellas County Property Appraiser 18:44:12 Commercial Card 45 of 63 Improvement Type: Duplex /Triplex Property Address: 0 Prop Use: 356 Land Use: 74 Structural E1�m�n�s Foundation Continuous Footing Floor System Slab on Grade Exterior Wall Cone Block /Stucco Height Factor 0 Party Wall None Structural Frame-None, 1,964 Roof Frame Oabl,, & Hip Roof Cover Composition Shingle Cabinet & Mill Average Floor Finish Carpet Combination Interior Finish Plastered Direct Total Units 0 Heating & Air Heating &Cooling Pckg Fixtures 18 Bath Tile Half Wall Area Electric Average Description Factor Shape Factor Rectangle 1) _. Quality Average _.. Year Built 1,964 Effective Age 25 Other Depreciation 0 Function Depreciation 0 Economic Depreciation 10 Sub Ar oB as �C+amm�rcial Extr�i F�atures Description Dimensions Description Factor Area RCD Description Factor Area 1) Base Area 1. 00 3,316 7) . 00 0 2) Enclosed Porch .60 78 8) .00 0 3) Screen Porch .25 264 9) .00 0 4) Open Porch .20 193 10) .00 0 5) 6) .00 0 11) .00 0 6) .00 0 12) .00 0 �C+amm�rcial Extr�i F�atures Description Dimensions Price Units Value RCD Year 1) .00 0 0 0 0 2) .00 0 0 0 0 3) .00 0 0 0 0 4) .00 0 0 0 0 5) .00 0 0 0 0 6) .00 0 0 0 0 TOTAL RECORD VALUE: 0 Building #46 http: // 136.174.187.13 /htbin/cgi -scr3 ?plus =l &r= 0 %2E32 &o =1 &a =1 &b =1 &c =1 &s= 4 &t3 =1... 5/7/2008 Pinellas County Property Appr r Information: 17 29 16 03006 000 02� Page 50 of 69 1 / 29 / 10 / 03000 000 / 0200 :40 07- May -2008 Jim Smith, CFA Pinellas County Property Appraiser 18:44:12 Commercial Card 46 of 63 Improvement Type: Duplex/Triplex Property Address: 0 Prop Use: 356 Land Use: 74 Structural E1�m�nts Foundation Continuous Footing Floor System Slab on Grade Exterior Wall Cone Block/Stucco Height Factor 0 Party Wall None Structural Frame None Roof Frame Gable & Hip Roof Cover Composition Shingle Cabinet & Mill Average Floor Finish Carpet Combination Interior Finish Plaster Furred Total Units 0 Heating & Air Wall/Floor Furnace Fixtures 18 Bath Tile Half Wall Area Electric Average Description Factor Shape Factor Rectangle 1) Quality Average 1.00 Year Built 1,964 Effective Age 25 Other Depreciation 0 Function Depreciation 0 Economic Depreciation 10 Sub Ar � a s Commercial Extra FiBaturiB s Description Dimensions Description - Factor Area RCD Description Factor Area 1) Base Area 1.00 3,322 7) .00 0 2) Enclosed Porch .60 162 8) .00 0 3) Screen Porch .25 174 9) .00 0 4) Open Porch .20 188 10) .00 0 5) 6) .00 0 11) .00 0 6) .00 0 12) .00 0 Commercial Extra FiBaturiB s Description Dimensions Price Units Value RCD Year 1) .00 0 0 0 0 2) .00 0 0 0 0 3) . 00 0 0 0 0 4) .00 0 0 0 0 5) .00 0 0 0 0 6) .00 0 0 0 0 TOTAL RECORD VALUE: 0 Building #47 http: // 136.174.187.13 /htbin/cgi -scr3 ?plus =l &r= 0 %2E32 &o =1 &a =1 &b =1 &c =1 &s= 4 &t3 =1... 5/7/2008 Pinellas County Property Apprr Information: 17 29 16 03006 000 02 Page 51 of 69 17 / 20 / 10 / 03000 / 000 / 0200 :47 07- May -2008 Jim Smith, CFA Pinellas County Property Appraiser 18:44:13 Commercial Card 47 of 63 Improvement Type: Duplex /Triplex Property Address: 0 Prop Use: 356 Land Use: 74 �- truc�ural E1�m�nts Foundation Continuous Footing Heating & Air Wall /Floor Furnace Floor System Slab on Grade Fixtures 12 Exterior gall Conc Block /Stucco Bath Tile Half Wall 7) Height Factor 0 Electric Average Screen Porch Party Wall Hone Shape Factor L Design .00 Structural Frame Hone Quality Average .20 Roof Frame Gable & Hip Year Built 1,964 Roof Cover Composition Shingle Effective Age 25 Cabinet & Mill Average Other Depreciation 0 Floor Finish Carpet Combination Function Depreciation 0 Interior Finish Plaster Furred Economic Depreciation i0 Total Units 0 12) .00 Sub Ar+E,as Cornm�rcial Extra F�a�ur�s Description Dimensions Description Factor Area RCD Description Factor Area 1) Base Area 1. 00 2,387 7) . 00 0 2) Screen Porch . 25 234 8) .00 0 3) Open Porch .20 118 9) .00 0 4) 0 . 00 0 10) .00 0 5) 6) .00 0 11) .00 0 6). .00 0 12) .00 0 Cornm�rcial Extra F�a�ur�s Description Dimensions Price Units Value RCD Year 1) .00 0 0 0 0 2) . 00 0 0 0 0 3) .00 0 0 0 0 4) .00 0 0 0 0 5) .00 0 0 0 0 6) .00 0 0 0 0 TOTAL RECORD VALUE: 0 Building #48 http: // 136.174.187.13/htbin/cgi -scr3 ?plus =l &r= 0 %2E32 &o =1 &a =1 &b =1 &c =1 &s= 4 &t3 =1... 5/7/2008 Pinellas County Property App Information: 17 29 16 03006 000 0 Page 52 of 69 17 / 29 1 10 / 03000 000 / 0200 :48 07- May -2008 Jim Smith, CFA Pinellas County Property Appraiser 18:44:13 Commercial Card 48 of 63 Improvement Type; Duplex /Triplex Property Address; 0 Prop Use; 356 Land Use; 74 S-truc�ural E1�m�n-ts Foundation Continuous Footing Floor System Slab on Grade Exterior Wall Conc Block /Stucco Height Factor 0 Party Wall Hone Structural Frame Hone Roof Frame Gable & Hip Roof Cover Composition Shingle Cabinet & Mill Average Floor Finish Carpet Combination Interior Finish Plaster Furred Total Units 0 Heating & Air Wall /Floor Furnace Fixtures 12 Bath Tile Half Wall Area Electric Average Description Factor Shape Factor Rectangle 1) Quality,-, ftverage 1.00 Year Bu i." t 1,964 Effective Age 25 Other Depreciation 0 Function Depreciation 0 Economic Depreciation 10 Sub Aromas Commcercial Extra Fsa�urss Description Dimensions Description Factor Area RCD Description Factor Area 1) Base Area 1.00 2,262 7)' .00 0 2) .Enclosed Porch .60 78 B) .00 0 3) Screen Porch .25 190 9) .00 0 4) Open Porch .20 100 10) .00 0 5) 6) . 00 0 11) , 00 0 6) .00 0 12) .00 0 Commcercial Extra Fsa�urss Description Dimensions Price Units Value RCD Year 1) .00 0 0 0 0 2) . 00 0 0 0 0 3) .00 0 0 0 0 4) .00 0 0 0 0 5) .00 0 0 0 0 6) .00 0 0 0 0 TOTAL RECORD VALUE; 0 Building #49 http: //l 36.174.187.13/htbin/cgi -scr3 ?plus =l &r= 0 %2E32 &o =1 &a =1 &b =1 &c =1 &s= 4 &t3 =1... 5/7/2008 Pinellas County Property App 4r Information: 17 29 16 03006 000 0* Page 53 of 69 17 1 29 / 10 / 03000 000 1 0200 :49 07- May -2008 Jim Smith, CFA Pinellas County Property Appraiser 18:44:13 Commercial Card 49 of 63 Improvement Type: Duplex /Triplex Property Address: 0 Prop Use: 356 Land Use: 74 S- trucc-tural E1E3mE3n-ts Foundation Continuous Footing Floor System Slab on Grade Exterior Wall Conc Block /Stucco Height Factor 0 Party Wall Hone Structural Frame ;Hone Roof Frame Gable & Hip Roof Cover Composition Shingle Cabinet & Mill Average Floor Finish Carpet Combination Interior Finish Plaster Furred Total Units 0 Heating & Air Wall/Floor Furnace Fixtures 12 Bath Tile Half Wall Area Electric Average Description Factor Shape Factor L Design 1) Quality Average i. 00 Year Built 7) Effective Age 25 Other Depreciation 0 Function Depreciation 0 Economic Depreciation 10 Sub Aromas Gc)n m(--r4aial Extra FE3a -turps Description Dimensions Description Factor Area RCD Description Factor Area 1) Base Area i. 00 2,394 7) . 00 0 2) Enclosed Porch .60 156 8) .00 0 3) Screen Porch .25 78 9) .00 0 4) Open Porch .20 113 10) .00 0 5) 6) .00 0 11) .00 0 6) . 00 0 12) .00 0 Gc)n m(--r4aial Extra FE3a -turps Description Dimensions Price Units Value RCD Year 1) .00 0 0 0 0 2) .00 0 0 0 0 3) .00 0 0 0 0 4) .00 0 0 0 0 5) .00 0 0 0 0 6) .00 0 0 0 0 TOTAL RECORD VALUE: 0 Building #50 http: //l 36.174.187.13/htbin/cgi -scr3 ?plus =l &r= 0 %2E32 &o =1 &a =1 &b =1 &c =1 &s= 4 &t3 =1... 5/7/2008 Pinellas County Property App 6r Information: 17 29 16 03006 000 O Page 54 of 69 17 / 29 / 10 / 03000 / 000 I 0200 :50 07- May -2008 Jim Smith, CFA Pinellas County Property Appraiser 18:44:14 Commercial Card 50 of 63 Improvement Type: Duplex /Triplex Property Address: 0 Prop Use: 356 Land Use: 74 S�ruc�ural E1�m+E�n-ts Foundation Continuous Footing Floor System Slab on Grade Exterior Wall Cone Block /Stucco Height Factor 0 Party Wall None Structural Frame None Roof Frame Gable & Hip Roof Cover Composition Shingle Cabinet & Mill Average Floor Finish Carpet Combination Interior Finish Plaster Furred Total Units 0 Heating & Air Heating &Cooling Pckg Fixtures 12 Bath Tile Half Wall Area Electric Average Description Factor Shape Factor L Design 1) Quality Average 1.00 Year Built 1,964 Effective Age 25 Other Depreciation 0 Function Depreciation 0 Economic Depreciation 10 Sub Ar+Bas {Commercial Extra FiBa -turE3s Description Dimensions Description Factor Area RCD Description Factor Area 1) Base Area 1.00 2,472 7) .00 0 2) Enclosed Porch . 60 756 8) . 00 0 3) Open Porch .20 113 9) .00 0 4) 0 .00 0 10) .00 0 5) 6) .00 0 11) .00 0 6) .00 0 12) .00 0 {Commercial Extra FiBa -turE3s Description Dimensions Price Units Value RCD Year 1) .00 0 0 0 0 2) . 00 0 0 0 0 3) .00 0 0 0 0 4) .00 0 0 0 0 5) .00 0 0 0 0 6) .00 0 0 0 0 TOTAL RECORD VALUE: 0 Building #51 http: //l 36.174.187.13 /htbin/cgi -scr3 ?plus =l &r= 0 %2E32 &o =1 &a =1 &b =1 &c =1 &s= 4 &t3 =1... 5/7/2008 Pinellas County Property Approl r Information: 17 29 16 03006 000 0216 Page 55 of 69 17 / 29 / 10 / 03000 / 000 / 0200 :51 07- May -2008 Jim Smith, CFA Pinellas County Property Appraiser 18:44:14 Commercial Card 51 of 63 Improvement Type: Duplex/Triplex Property Address: 0 Prop Use: 356 Land Use: 74 Structural E1�mcnts Foundation Continuous Footing Heating & Air Heating &Coaling Pckg Floor System Slab on Grade Fixtures 18 Exterior ball Conc Block /Stucco Bath Tile Half Wall 7) Height Factor 0 Electric Average Enclosed Porch Party Wall None Shape Factor Rectangle .00 Structural Frame None - Quality Average .20 Roof. Frame Gable & Hip Year Built 1,964 Roof Cover Composition Shingle Effective Age 25 Cabinet & Mill Average Other Depreciation 0 Floor Finish Carpet Combination Function Depreciation 0 Interior Finish Plaster Furred Economic Depreciation 10 Total Units 0 12) .00 Sub ArE3as C ammcr c i a1 E> t r a F at ur c s Description Dimensions Description Factor Area RCD Description Factor Area 1) Base Area 1.00 3,580 7) . 00 0 2) Enclosed Porch .60 78 8) .00 0 3) Open Porch .20 188 9) .00 0 4) 0 .00 0 10) .00 0 5) 6) .00 0 11) .00 0 6) .00 0 12) .00 0 C ammcr c i a1 E> t r a F at ur c s Description Dimensions Price Units Value RCD Year 1) .00 0 0 0 0 2) .00 0 0 0 0 3) .00 0 0 0 0 4) .00 0 0 0 0 5) .00 0 0 0 0 6) .00 0 0 0 0 TOTAL RECORD VALUE: 0 Building #52 http: //l 36.174 .187.13 /htbin/cgi -scr3 ?plus =l &r= 0 %2E32 &o =1 &a =1 &b =1 &c =1 &s= 4 &t3 =1... 5/7/2008 Pinellas County Property App *r Information: 17 29 16 03006 000 0 Page 56 of 69 17 / 2 / 10 / 03000 / 000 / 0200 :52 07- May -2008 Jim Smith, CFA Pinellas County Property Appraiser 18:44:15 Commercial Card 52 of 63 Improvement Type: Duplex /Triplex Property Address: 0 Prop Use: 356 Land Use: 74 S- truc�ural E1�m�n�s Foundation Continuous Footing Floor System Slab on Grade Exterior Wall Conc Block /Stucco Height Factor 0 Party Wall Hone . -Structural Frame Hone Roof Frame Gable & Hip Roof Cover Composition Shingle Cabinet & Mill Average Floor Finish Carpet Combination Interior Finish Plaster Furred Total Units 0 Heating & Air Wall /Floor Furnace Fixtures 12 Bath Tile Half Wall Area Electric Average Description Factor Shape Factor L Design 1) Quality Average.. - 1. 00 Year 'Bu-ilt 1,964 Effective Age 25 Other Depreciation 0 Function Depreciation 0 Economic Depreciation iO Sub Aroeas C+ammE3 rciaIL Extra FB2lturBEm- Description Dimensions Description Factor Area RCD Description Factor Area 1) Base Area 1. 00 2,678 +7) . 00 0 2) Enclosed Porch .60 72 8) .00 0 3) Open Porch .20 132 9) .00 0 4) 0 .00 0 10) .00 0 5) 6) .00 0 11) .00 0 6) .00 0 12) .00 0 C+ammE3 rciaIL Extra FB2lturBEm- Description Dimensions Price Units Value RCD Year 1) .00 0 0 0 0 2) .00 0 0 0 0 3) .00 0 0 0 0 4) .00 0 0 0 0 5) .00 0 0 0 0 6) .00 0 0 0 0 TOTAL RECORD VALUE: 0 Building #53 http: //l 36.174.187.13 /htbin/cgi -scr3 ?plus =l &r= 0 %2E32 &o =1 &a =l &b =l &c =1 &s= 4 &t3 =1... 5/7/2008 Pinellas County Property App 6r Information: 17 29 16 03006 000 06 Page 57 of 69 17 / 29 / 10 / 03000 / 000 / 0200 :53 07- May -2000 Jim Smith, CFA Pinellas County Property Appraiser 18:44:14 Commercial Card 53 of 63 Improvement Type: Duplex /Triplex Property Address: 0 Prop Use: 356 Land Use: 74 S-tru�-tural E1�m�nts Foundation Continuous Footing Floor System Slab on Grade Exterior Wall Conc Block /Stucco Height Factor 0 Party Wall None S- tructural Frame None Roof Frame Gable 8c Hip Roof Cover Composition Shingle Cabinet & Mill Average Floor Finish Carpet Combination Interior Finish Plaster Furred Total Units 0 Heating & Air Wall /Floor Furnace Fixtures 12 Bath Tile Half Wall Area Electric Average Description Factor Shape Factor L Design 1) Quality Average. 1.00 Year Built 1,964 Effective Age 25 Other Depreciation 0 Function Depreciation 0 Economic Depreciation i0 Sub ArqBas Comm(arcial E>cTra F�a turps Description Dimensions Description Factor Area RCD Description Factor Area 1) Base Area 1.00 2,412 7) .00 0 2) Enclosed Porch .60 156 8) .00 0 3) Screen Porch .25 60 9) .00 0 4) Open Porch .20 113 10) .00 0 5) 6) .00 0 11) .00 0 6) .00 0 12) .00 0 Comm(arcial E>cTra F�a turps Description Dimensions Price Units Value RCD Year 1) .00 0 0 0 0 2) .00 0 0 0 0 3) .00 0 0 0 0 4) .00 0 0 0 0 5) .00 0 0 0 0 6) .00 0 0 0 0 TOTAL RECORD VALUE: 0 Building #54 http: //l 36.174.187.13/htbin/cgi -scr3 ?plus =l &r= 0 %2E32 &o =1 &a =1 &b =1 &c =1 &s= 4 &t3 =1... 5/7/2008 Pinellas County Property Appr *r Information: 17 29 16 03006 000 06 Page 58 of 69 17 / 29 / 10 / 03000 / 000 / 0200 :54 07- May -2008 Jim Smith, CFA Pinellas County Property Appraiser 1.8:44:15 Commercial Card 54 of 63 Improvement Type: Duplex /Triplex Property Address: 0 Prop Use: 356 Land Use: 74 Structural E lament s Foundation Continuous Footing Floor System Slab on Grade Exterior ball Cone Block /Stucco Height Factor 0 Party Wall None Structural Frame -None Roof Frame Gable & Hip Roof Cover Composition Shingle Cabinet & Mill Average Floor Finish Carpet Combination Interior Finish Plaster Furred Total Units 0 Heating & Air Wall /Floor Furnace Fixtures 12 Bath Tile Half Wall Area Electric Average Description Factor Shape Factor Rectangle 1) Quality Average. i. 00 Year Built i,964 Effective Age 25 Other Depreciation 0 Function Depreciation 0 Economic Depreciation 10 Sub Areas Comitiercial Extra Features Description Dimensions Description Factor Area RCD Description Factor Area 1) Base Area i. 00 2,620 7) . 00 0 2) Enclosed Porch .60 72 8) .00 0 3) Open Porch .20 88 9) .00 0 4) 0 . 00 0 10) .00 0 5) 6) .00 0 11) .00 0 6) .00 0 12) .00 0 Comitiercial Extra Features Description Dimensions Price Units Value RCD Year 1) .00 0 0 0 0 2) .00 0 0 0 0 3) .00 0 0 0 0 4) .00 0 0 0 0 5) .00 0 0 0 0 6) .00 0 0 0 0 TOTAL RECORD VALUE: 0 Building #55 http: // 136.174 .187.13 /htbin/cgi -scr3 ?plus =l &r= 0 %2E32 &o =1 &a =1 &b =l &c =1 &s= 4 &t3 =1... 5/7/2008 Pinellas County Property App 6r Information: 17 29 16 03006 000 0 Page 59 of 69 17 / 29 / 16 / 03000 / 000 / 0200 :55 07- May -2008 Jim Smith, CFA Pinellas County Property Appraiser 18:44:15 Commercial Card 55 of 63 Improvement Type: Duplex /Triplex Property Address: 0 Prop Use: 356 Land Use: 74 ST ura1 E1E3mE3 nts Foundation Continuous Footing Floor System Slab on Grade Exterior Wall Conc Block /Stucco Height Factor 0 Party Wall None Structural Frame None Roof Frame Gable & Hip Roof Cover Composition Shingle Cabinet & Mill Average Floor Finish Carpet Combination Interior Finish Plaster Furred Total Units 0 Heating & Air Wall /Floor Furnace Fixtures 18 Bath Tile Half Wall Area Electric Average Description Factor Shape Factor Rectangle 1) Quality Average 1. 00 Year Built 1,964 Effective Age 25 Other Depreciation 0 Function Depreciation 0 Economic Depreciation 10 Silt) Areas Gommc--rcial Extra Fq--a-ture:s Description Dimensions Description Factor Area RCD Description Factor Area 1) Base Area 1. 00 3,154 7) . 00 0 2) Enclosed Porch .60 78 8) .00 0 3) Screen Porch .25 426 9) .00 0 4) Open Porch .20 188 10) .00 0 5) 6) . 00 0 11) . 00 0 6) .00 0 12) .00 0 Gommc--rcial Extra Fq--a-ture:s Description Dimensions Price Units Value RCD Year 1) .00 0 0 0 0 2) .00 0 0 0 0 3) .00 0 0 0 0 4) .00 0 0 0 0 5) .00 0 0 0 0 6) .00 0 0 0 0 TOTAL RECORD VALUE: 0 Building #56 http: //l 36.174.187.13/htbin/cgi -scr3 ?plus =l &r= 0 %2E32 &o =1 &a =1 &b =1 &c =1 &s= 4 &t3 =1... 5/7/2008 Pinellas County Property Appr r Information: 17 29 16 03006 000 0U Page 60 of 69 17 / 29 / 10 / 03000 I 000 1 0200 :50 07- May -2008 Jim Smith, CFA Pinellas County Property Appraiser 18:44:16 Commercial Card 56 of 63 Improvement Type: Duplex /Triplex Property Address: 0 Prop Use: 356 Land Use: 74 S- truc-tural E1�m�nts Foundation Continuous Footing Floor System Slab on Grade Exterior Wall Cone Block /Stucco Height Factor 0 Party Wall None -Structural Frame None Roof Frame Gable & Hip Roof Cover Composition Shingle Cabinet & Mill Average Floor Finish Carpet Combination Interior Finish Plaster Furred Total Units 0 Heating & Air Wall /Floor Furnace Fixtures 18 Bath Tile Half Wall Area Electric Average Description Factor Shape Factor Rectangle 1) Quality;- ..._,, Average 1. 00 Year Built 1,964 Effective Age 25 Other Depreciation 0 Function Depreciation 0 Economic Depreciation 10 Sub ArE3as CommoBr+cial E>cTra F+�21 -turps Description Dimensions Description Factor Area RCD Description Factor Area 1) Base Area 1. 00 3, 154 7) . 00 0 2) Enclosed Porch .60 72 8) .00 0 3) Screen Porch .25 432 9) .00 0 4) Open Porch .20 188 10) .00 0 5) 6) .00 0 11) .00 0 6) .00 0 12) . 00 0 CommoBr+cial E>cTra F+�21 -turps Description Dimensions Price Units Value RCD Year 1) .00 0 0 0 0 2) .00 0 0 0 0 3) .00 0 0 0 0 4) .00 0 0 0 0 5) .00 0 0 0 0 6) .00 0 0 0 0 TOTAL RECORD VALUE: 0 Building #57 http: //l 36.174.187.13/htbin/cgi -scr3 ?plus =l &r= 0 %2E32 &o =1 &a =1 &b =1 &c =1 &s= 4 &t3 =1... 5/7/2008 Pinellas County Property Appr Information: 17 29 16 03006 000 0 Page 61 of 69 17 1 29 10 03000 / 000 / 0200 :57 07- May -2008 Jim Smith, CFA Pinellas County Property Appraiser 18:44:16 Commercial Card 57 of 63 Improvement Type: Duplex /Triplex Property Address: 0 Prop Use: 356 Land Use: 74 S-tru+ctural E1�m�n -ts Foundation Continuous Footing Floor System Slab on Grade Exterior Wall Conc Block /Stucco Height Factor 0 Party Wall None Struct•ural•Frame None - Roof Frame Gable & Hip Roof Cover Composition Shingle Cabinet & Mill Average Floor Finish Carpet Combination Interior Finish Plaster Furred Total Units 0 Heating & Air Heating &Cooling Pckg Fixtures 12 Bath Tile Half Wall Area Electric Average Description Factor Shape Factor Rectangle 1) Quality Average i. 00 Year Built 1,964 Effective Age 25 Other Depreciation 0 Function Depreciation 0 Economic Depreciation 10 Silo ArE3zmS Gc3m noBrciatl Extra F atur s Description Dimensions Description Factor Area RCD Description Factor Area 1) Base Area i. 00 2,786 7) . 00 0 2) Open Porch .20 102 8) .00 0 3) 0 .00 0 9) .00 0 4) 0 . 00 0 10) .00 0 5) 6) .00 0 11) .00 0 6) .00 0 12) .00 0 Gc3m noBrciatl Extra F atur s Description Dimensions Price Units Value RCD Year 1) .00 0 0 0 0 2) . 00 0 0 0 0 3) .00 0 0 0 0 4) .00 0 0 0 0 5) .00 0 0 0 0 6) .00 0 0 0 0 TOTAL RECORD VALUE: 0 Building #58 http: //l 36.174.187.13/htbin/cgi -scr3 ?plus =l &r= 0 %2E32 &o =1 &a =1 &b =1 &c =1 &s= 4 &t3 =1... 5/7/2008 Pinellas County Property App *r Information: 17 29 16 03006 000 040 Page 62 of 69 17 / 29 / 10 / 03000 / 000 1 0200 :58 07- May -2008 Jim Smith, CFA Pinellas County Property Appraiser 18:44:16 Commercial Card 58 of 63 Improvement Type: Duplex /Triplex Property Address: 0 Prop Use: 356 Land Use: 74 Structural E1�m�nts Foundation Continuous Footing Floor System Slab on Grade Exterior ball Conc Block /Stucco Height Factor 0 Party Wall None Structural Frame .'None Roof Frame Gable & Hip Roof Cover Composition Shingle Cabinet & Mill Average Floor Finish Carpet Combination Interior Finish Plaster Furred Total Units 0 Heating & Air Heating &Cooling Pckg Fixtures 12 Bath Tile Half Wall Area Electric Average Description Factor Shape Factor Rectangle 1) Quality Average 1.00 Year Built 7) Effective Age 25 Other Depreciation 0 Function Depreciation 0 Economic Depreciation i0 Sub ArE3as GommE3r4--lal Extr2i F�a-aturE:s Description Dimensions Description Factor Area RCD Description Factor Area 1) Base Area 1.00 2,432 7) .00 0 2) Enclosed Porch .60 144 8) .00 0 3) Screen Porch .25 174 9) .00 0 4) Open Porch .20 132 10) .00 0 5) 6) . 00 0 11) .00 0 6) . 00 0 12) , 00 0 GommE3r4--lal Extr2i F�a-aturE:s Description Dimensions Price Units Value RCD Year 1) .00 0 0 0 0 2) .00 0 0 0 0 3) .00 0 0 0 0 4) .00 0 0 0 0 5) .00 0 0 0 0 6) .00 0 0 0 0 TOTAL RECORD VALUE: 0 Building #59 http: //l 36.174.187.13/htbin/cgi -scr3 ?plus =l &r= 0 %2E32 &o =1 &a =1 &b =l &c =l &s= 4 &t3 =1... 5/7/2008 Pinellas County Property Appr Information: 17 29 16 03006 000 0 Page 63 of 69 17 / 2 / 10 / 03000 / 000 / 0200 :59 07 -May -2008 Jim Smith, CFA Pinellas County Property Appraiser 18:44:17 Commercial Card 59 of 63 Improvement Type: Duplex /Triplex Property Address: 0 Prop Use: 356 Land Use: 74 Strut -tural E'1�m�nts Foundation Continuous Footing Floor System Slab on Grade Exterior Wall Conc Block /Stucco Height Factor 0 Party gall None Structural Frame None Roof Frame Gable & Hip; Roof Cover Composition Shingle Cabinet &.Mill Average Floor Finish Carpet Combination Interior Finish Plaster Furred Total Units 0 Heating & Air Wall /Floor Furnace Fixtures 18 Bath Tile Half Wall Description Factor Electric Average 1) Shape Factor Rectangle 1.00 Quality Average _ Year Built 1,964 Effective Age 25 Other Depreciation 0 Function Depreciation 0 Economic Depreciation i0 Sub ArE�2is Go3mmiBr+cial E>ctra F 2�tur s Description Dimensions Description Factor Area RCO Description Factor Area 1) Base Area 1.00 3,154 7) . 00 0 2) Enclosed Porch .60 246 8) .00 0 3) Screen Porch .25 258 9) .00 0 4) Open Porch .20 188 10) .00 0 5) 6) .00 0 11) .00 0 6) .00 0 12) .00 0 Go3mmiBr+cial E>ctra F 2�tur s Description Dimensions Price. Units Value RCO Year 1) .00 0 0 0 0 2) .00 0 0 0 0 3) .00 0 0 0 0 4) .00 0 0 0 0 5) .00 0 0 0 0 6) .00 0 0 0 0 TOTAL RECORD VALUE: 0 Building #60 http: //l 36.174.187.13/htbiDJcgi -scr3 ?plus =l &r= 0 %2E32 &o =1 &a =1 &b =1 &c =1 &s= 4 &t3 =1... 5/7/2008 Pinellas County Property Apper Information: 17 29 16 03006 000 0 Page 64 of 69 10 17 / 20 / 10 / 03000 / 040 / 0200 :60 07- May -2008 Jim Smith, CFA Pinellas County Property Appraiser 18:44:17 Commercial Card 60 of 63 Improvement Type: Duplex /Triplex Property Address: 0 Prop Use: 356 Land Use: 74 S- tructural E1sm�n�s Foundation Continuous Footing Heating & Air Heating &Cooling Pckg Floor System Slab on Grade Fixtures 18 Exterior Wall Conc Block /Stucco Bath Tile Half Wall .7) Height Factor 0 Electric Average Screen Porch Party Wall None Shape Factor Rectangle .00 Structural Frame None Quality Average .20 Roof Frame Gable & Hip Year Built 1,964 Roof Cover Built Up /Wood Effective Age 25 Cabinet & Mill Average Other Depreciation 0 Floor Finish Carpet Combination Function Depreciation 0 Interior Finish Plaster Furred Economic Depreciation 10 Total Units 0 12) .00 Sub ArE3as Comm4--r+cial E>c-tra FE3aturE3 s Description Dimensions Description Factor Area RCD Description Factor Area 1) Base Area 1. 00 2,704 .7) . 00 0 2) Screen Porch .25 234 8) .00 0 3) Open Porch .20 110 9) .00 0 4) 0 .00 0 10) .00 0 5) 6) .00 0 11) .00 0 6) .00 0 12) .00 0 Comm4--r+cial E>c-tra FE3aturE3 s Description Dimensions Price Units Value RCD Year 1) .00 0 0 0 0 2) .00 0 0 0 0 3) .00 0 0 0 0 4) .00 0 0 0 0 5) .00 0 0 0 0 6) .00 0 0 0 0 TOTAL RECORD VALUE: 0 Building #61 http: // 136.174 .187.13 /htbin/cgi -scr3 ?plus =l &r= 0 %2E32 &o =1 &a =1 &b =1 &c =1 &s= 4 &t3 =1... 5/7/2008 Pinellas County Property App 6 r Information: 17 29 16 03006 000 0� Page 65 of 69 17 / 29 / 10 / 03000 / 000 / 0200 :01 07- May -2008 Jim Smith, CFA Pinellas County Property Appraiser 18:44:17 Commercial Card 61 of 63 Improvement Type: Duplex/Triplex Property Address: 0 Prop Use: 356 Land Use: 74 S�ruc�ural E1�m�nts Foundation Continuous Footing Floor System Slab on Grade Exterior Wall Conc Block /Stucco Height Factor 0 Party Wall None - Structura . Frame Hone -- Roof Frame Gable & Hip Roof Cover Composition Shingle Cabinet & Mill Average Floor Finish Uinyl Asbestos Tile Interior Finish Drywall Total Units 0 Heating & Air Heating &Cooling Pckg Fixtures 12 Bath Tile Hone Area Electric Average Description Factor Shape Factor Square 1) Quality 1. 00 Year Built 1,966 Effective Age 25 Other Depreciation 0 Function Depreciation 0 Economic Depreciation 10 Sub Aromas Cc�mmsrcial Extra Faatur�s Description Dimensions Description Factor Area RCD Description Factor Area 1) Base Area 1. 00 2,522 7) . 00 0 2) Enclosed Porch .60 144 8) .00 0 3) Screen Porch .25 90 9) .00 0 4) Open Porch .20 132 10) .00 0 5) 6) .00 0 11) .00 0 6) .00 0 12) . 00 0 Cc�mmsrcial Extra Faatur�s Description Dimensions Price Units Value RCD Year 1) .00 0 0 0 0 2) .00 0 0 0 0 3) . 00 0 0 0 0 4) .00 0 0 0 0 5) .00 0 0 0 0 6) .00 0 0 0 0 TOTAL RECORD VALUE: 0 Building #62 http:Hl 36.174.187.13/htbin/cgi -scr3 ?plus =l &r= 0 %2E32 &o =1 &a =1 &b =1 &c =1 &s= 4 &t3 =1... 5/7/2008 Pinellas County Property App *r Information: 17 29 16 03006 000 06 Page 66 of 69 1 / 29 / 10 / 03006 / 000 / 0200 :02 07- May -2008 Jim Smith, CFA Pinellas County Property Appraiser 18:44:18 Commercial Card 62 of 63 Improvement Type: Duplex /Triplex Property Address: 0 Prop Use: 356 Land Use: 74 Structural E1am�nts Foundation Continuous Footing Floor System Slab on Grade Exterior Wall Conc Block /Stucco Height Factor 0 Party Wall None Structural Frame None°- ,< -0.,•..,. Roof Frame Gable & Hip' Roof Cover Composition Shingle Cabinet & Mill Average Floor Finish Uinyl Asbestos Tile Interior Finish Drywall Total Units 0 Heating & Air Heating &Cooling Pckg Fixtures 18 Bath Tile None Area Electric Average Description Factor Shape Factor Square 1) -- Quality Average 1.00 Year Built 7) Effective Age 25 Other Depreciation 0 Function Depreciation 0 Economic Depreciation 10 Sub ArE: GornmgBrcial E>ctra F- atures Description Dimensions Description Factor Area RCD Description Factor Area 1) Base Area 1.00 2,522 7) .00 0 2) Enclosed Porch .60 144 8) .00 0 3) Screen Porch .25 g0 9) .00 0 4) Open Porch .20 132 10) .00 0 5) 6) .00 0 11) .00 0 6) .00 0 12) .00 0 GornmgBrcial E>ctra F- atures Description Dimensions Price Units Value RCD Year 1) .00 0 0 0 0 2) .00 0 0 0 0 3) .00 0 0 0 0 4) .00 0 0 0 0 5) .00 0 0 0 0 6) .00 0 0 0 0 TOTAL RECORD, VALUE: 0 Building #63 http: //l 36.174.187.13/htbin/cgi -scr3 ?plus =l &r= 0 %2E32 &o =1 &a =1 &b =1 &c =1 &s= 4 &t3 =1... 5/7/2008 Pinellas County Property Appoer Information: 17 29 16 03006 000 0#0 Page 67 of 69 17 / 29 / 10 / 03000 / 000 / 0200 :03 07 -May -2008 Jim Smith, CFA Pinellas County Property Appraiser 18:44:18 Commercial Card 63 of 63 Improvement Type: Warehouse Property Address: 0 Prop Use: 356 Land Use: 74 Structural E1�m�n-ts Foundation Continuous Footing Floor System Slab on Grade Exterior Wall Conc Block /Stucco Height Factor 0 Party Wall Hone Structural Frame Hone Roof Frame Gable & Hip Roof Cover Built Up /Composition Cabinet & Mill Average Floor Finish Earth Interior Finish Hone Total Units 0 Heating & Air Hone Fixtures 0 Bath Tile Hone Area Electric Average Description Factor Shape Factor Square 1) Quality .. Average 1.00 Year Built 1,966 Effective Age 25 Other Depreciation 0 Function Depreciation 0 Economic Depreciation 10 Sub Arras CornmE3r4-_ial Extra FE3 aturE3 s Description Dimensions Description Factor Area RCD Description Factor Area 1) Base Area 1.00 3,232 7) . 00 0 2) Enclosed Porch .80 252 8) .00 0 3) Screen Porch .40 174 9) .00 0 4) Open Porch .40 198 10) .00 0 5) 6) .00 0 11) .00 0 6) .00 0 12) .00 0 CornmE3r4-_ial Extra FE3 aturE3 s Description Dimensions Price Units Value RCD Year 1) .00 0 0 0 0 2) .00 0 0 0 0 3) .00 0 0 0 0 4) .00 0 0 0 0 5) .00 0 0 0 0 6) .00 0 0 0 0 TOTAL RECORD VALUE: 0 Map With Property Address (non- vacant) F*_1 ® Ft F+_1RPJ http: // 136.174.187.13 /htbin/cgi -scr3 ?plus =l &r= 0 %2E32 &o =l &a =l &b =l &c =1 &s= 4 &t3 =1... 5/7/2008 Pinellas County Property App 0r Information: 17 29 16 03006 000 06 Page 68 of 69 GULF 1/8 Mile Aerial Photograph (2002) http: // 136.174 .187.13 /htbin/cgi -scr3 ?plus =l &r= 0 %2E32 &o =1 &a =1 &b =1 &c =1 &s= 4 &t3 =1... 5/7/2008 Pinellas County Property App r Information: 17 29 16 03006 000.0 ' Page 69 of 69 http.: // 136.174.187.1.3 /htbin/cgi -scr3? plus =l &r= 0 %2E32 &o= 1.&a =1 &b =1 &c =1 &s =4 &t3 =1... 5/7/2008 M � CITY OF CLEARWATER NOTICE OF COMMUNITY DEVELOPMENT BOARD PUBLIC HEARINGS The Community Development Board of the City of Clearwater, Florida, will hold public hearings on Tuesday, October 21, 2008, beginning at 1:00 p.m., in the City Council Chambers, in City Hall, 3rd floor, 112 South Osceola Ave, Clearwater, Florida, to consider the following requests: 0 NOTE: All persons wishing to address an item need to be present at the BEGINNING of the meeting. Those cases that are not contested by the applicant, staff, neighboring property owners, etc. will be placed on a consent agenda and approved by a single vote at the beginning of the meeting. 1. (Cont'd from 9- 16 -08) BVG Acquisition Inc are requesting Flexible Development approval for the redevelopment of the'overall 31.12 acre - property zoned Commercial (C) District, Office (0) District and proposed Medium High Density Residential (MHDR) District (companion rezoning Case No. REZ2008- 07007) to permit a total of 229 attached dwellings (Independent Living Units) (73 units existing to remain; 156 units proposed), a total of 40 nursing home beds (proposed) and a total of 170 beds of assisted living facility (94 beds existing to remain; 76 beds proposed); (A) In the Commercial (C) District with a lot area of 2.45 acres, a lot width of 200 feet along Gulf to Bay Blvd (north) and a total of 210 ft along Cross Blvd, a front (north) setback along Gulf to Bay Blvd of 4 ft (to existing sign) and 28 ft (to existing pavement), a front (east) setback along Cross Blvd of one -foot (to existing pavement), a front (north) setback along Cross Blvd of 25 ft (to proposed guardhouse), a side (east) setback of 5 feet (to existing pavement), a side (west) setback of 2 feet (to existing pavement), a side (north) setback of zero feet (to existing pavement) and a building height of 81 ft (to roof deck of existing assisted living facility building), as a Comprehensive Infill Redevelopment Project in the Commercial (C) District, under the provisions of Sec. 2- 704.C; (B) In the proposed Medium High Density Residential (MHDR) District with a lot area of 28.33 acres, a lot width along Sky Harbor Dr. of 282 ft, a reduction to the front (west) setback along Sky Harbor Dr. from 25 to 21 ft (to existing building), a reduction to the side (east) setback from 10 to 5 ft (to existing pavement), a reduction to the side (west) setback at the southeast corner of the adjacent nursing home parcel from 10 to 5 ft (to proposed pavement), an increase to building height from 30 to 82 ft (to top of roof of proposed building) and a reduction to the required number of parking spaces from 583 to 426 parking spaces, as a Residential Infill Project under the provisions of Sec. 2- 304.G; and (C) Reductions to perimeter buffers along Cross Blvd (east) from 10 ft to one -foot (to existing pavement), along the east side from 7 to 5 ft (to existing pavement), along the west side from 5 to 2 ft (to existing pavement), along the north side from 10 ft to zero ft (to existing pavement) and at the southeast corner of the adjacent nursing home parcel from 10 ft to 5 ft (to proposed pavement), as a Comprehensive Landscape Program under the provisions of Sec. 3- 1202.G. Proposed Use: 229 attached dwellings (Independent Living Units) (73 units existing to remain; 156 units proposed), a total of 40 nursing home beds (proposed) and a total of 170 beds of assisted living facility (94 beds existing to remain; 76 beds proposed) at 2855 Gulf to Bay Boulevard, Baskin's Replat Resub pt of lot 2 desc from NE cor of lot 1 TH E 60FT & S 190FT for the POB TH E 135.2FT. Assigned Planner: Wayne M. Wells, AICP, Planner III. FLD2008- 05012 2. K & P Clearwater Estate, LLC is requesting (1) Flexible Development approval to Terminate the Status of a Nonconformity for density (200 overnight accommodation units; where 137 overnight accommodation units are permitted today) within the Tourist District, under the provisions of Sec. 6- 109.C; (2) Flexible Development approval to permit a 450 -unit Overnight,, Accommodation use (through an increase of the permitted density of 250 overnight accommodation N N units from the density pool created pursuant to Beach by Design), with a lot area of 119,856 sq. ft (2.75 acres), a lot width of approximately 545 ft along Coronado Dr. and 227 ft along proposed 2"' St., a front (east along Coronado Dr.) setback of zero ft (to building and pavement), a front (south along proposed 2"d St.) setback of 18.83 ft (to building), a front (west and north along S. Gulfview Blvd.) setback of zero ft (to building), a building height of 150 ft (to roof deck) and either 463 valet - only parking spaces or 455 valet -only parking spaces with 8 public parking spaces at 1.028 or 1.011 parking spaces per hotel room, respectively, as well as the allowance of a two -year time frame to submit for a building permit, as a Comprehensive Infill Redevelopment Project, under the provisions of Sec. 2- 803.C; (3) To reduce the required foundation landscaping along Coronado Dr. and S. Gulfview Blvd from 5 to zero ft (to building and pavement), as a Comprehensive Landscape Program, under the provisions of Sec. 3- 1202.G; and (4) Vacation of a portion of S. Gulfview Blvd (former bridge landing). Proposed Use: Overnight accommodation use of a total of 450 rooms (163.6 rooms /acre on total site) and a maximum of 37,000 sq. ft (0.31 FAR on total site) of amenities accessory to the hotel at a height of 150 ft (to roof deck) at 100 Coronado Dr, 201, 21.5 & 219 S. Gulfview Blvd., Lot 1, Blk A of Columbia Sub, Lloyd White Skinner Sub Lots 44 -47 Incl & Lots 90 -93 Incl, 48 -52 Incl, Lot 98, Lots 53, 54, 99 & 100, prt of Gulfview Blvd, prt of lot 101, prt of lot 55, prt of lot 102, lots 94 -97 incl, prt of vac prt of 1st Ave., part of vac pt of Coronado, and vac pt of Gulfview Blvd. Assigned Planner: Wayne M. Wells, A1CP, Planner I11. FLD2008 -05013 3. James P. & Joyce P. Gills are requesting Flexible Development approval for a new single family detached dwelling within the Low Density Residential (LDR) District with a lot area of 53,799 sq ft, (33,977 sq ft Open Space /Recreation (OSR) and 19,822 sq ft LDR), a lot width of 121 ft, a reduction to the side (north) setback from 15 ft to 3 ft (to pavement) and 5 ft (to building), a reduction to the side (south) setback from 15 ft to 10 ft (to building), a reduction to the rear (west) setback from 15 ft to zero feet (to raised pool & building) from the Coastal Construction Control Line (CCCL) and an increase in the maximum building height from 30 ft 34 ft (to midpoint of pitched roof) as a Residential Infill Redevelopment Project as per Conmzunity Development Code Section 2- 104.D. Proposed Use: Detached Dwelling at 1160 Mandalay Point Rd., Mandalay Point Sub 1st Add Lots 16, 16A, 17 & 17A. Assigned Planner: A. Scott Kurleman, Planner III. FLD2008 -08025 4. Salt Block 57 LLC is requesting (1) Termination of Status of Nonconfornlity for density (217 overnight accommodation units (as established by Cases FLD2005- 01005, FLD2005 -05047 and FLD2007- 11034); where 93 overnight accommodation units are permitted today), under the provisions of Sec.6 -109; (2) Flexible Development approval to permit a 230 -room overnight accommodation use (hotel) in the Tourist (T) District with a lot area of 81,450 sq ft/1.87 acres zoned Tourist District (2.45 total acres; 0.58 acres of total acreage zoned Open Space/Recreation District), a lot width of 236 ft, a front (east) setback of 2.5 ft (to building) and zero ft (to pavement), a side (north) setback of zero ft (to building) from the Coastal Construction Control Line (CCCL) and to permit a sidewalk 10 ft seaward of the CCCL, a side (south) setback of 16 ft (to building), 1.5 ft (to pavement) and zero ft (to privacy wall), a rear (west) setback of two ft (to building) from the CCCL and to permit concrete patios 13 ft seaward of the CCCL, a building height of 150 ft above Base Flood Elevation (BFE) to top of roof deck and 296 valet -only parking spaces at 1.286 parking spaces per hotel room, as a Comprehensive Infill Redevelopment Project, under the provisions of Sec.2- 803.C, and three driveways where the two northernmost driveways are spaced 110 ft apart and the two southernmost driveways are spaced 18 ft apart, where 125 ft is required by Sec.3 -102 and approval of a two -year development order; and (3) including the Transfer of Development Rights of eight total dwelling units (being converted to 13 overnight accommodation units) previously approved and transferred under TDR2005- 05022, including four dwelling units from 557 and 579 Cyprus Ave. one dwelling unit from 625 -627 Bay Esplanade and three dwelling N N units from 667 Bay Esplanade, under the provisions of Sec. 4 -1402. Proposed Use: Overnight accommodation use of a total of 230 rooms at 430 S. Gulfview Blvd. Lloyd White - Skinner Sub Lots 33, 34 & 35 & Pt of Lot 36 and Subm Land on W Per O.R. 765/542. Assigned Planner: Wayne M. Wells, AICP, Planner III. FLD2008 -08024 5. City of Clearwater is requesting Flexible Development approval to permit a marina for 127 slips in the Downtown (D) District wiih a reduction to the side (north) setback from 135.7 to 19 feet, a reduction to the side (south) setback from 135.7 to 7.67 feet and an increase to the maximum width from 75% of the lot width (1,017.7 feet). to 109.8% of the lot width (1,490 feet), under the provisions of Sections 2- 903.H, 3- 601.C.3 and 3 -603. Proposed Use: City Downtown Marina for 127 boat slips at 210 Drew Street, 16 -29 -15 M & B 21.10, 21.11, Jeffords & Smoyers I" Add Lots 1, 4 & 5 of all Vac Sunset Ct. R/W & Lot 2 Ext to Seawall Less Drew St, Rompon's & Baskin's Corr Map of Cswy Bus Dist, Part of Blk 2, John R. Davey's Resub Blk A, Part of Lots 2 -5 & Unplatted tract on West. Assigned Planner: Wayne M. Wells, AICP, Planner IIl. FLD2008- 08026 Interested parties may appear and be heard at the hearing or file written notice of approval or objection with the Planning Director or City Clerk prior to the hearing. Any person who decides to appeal any decision made by the Board or Council, with respect to any matter considered at such hearings, will need to request a record of the proceedings and, for such purpose, may need to ensure that a verbatim record of the proceedings is made, which record includes the testimony and evidence upon which the appeal is to be based per Florida Statute 286.0105. Community Development Code Sec 4 -206 states that party status shall be granted by the Board in quasi-judicial cases if the person requesting such status demonstrates that s/he is substantially affected. Party status entitles parties to personally testify, present evidence, argument and witnesses, cross - examine witnesses, appeal the decision and speak on reconsideration requests, and needs to be requested and obtained during the case discussion before the CDB. An oath will be administered swearing in all persons giving testimony in quasi-judicial public hearing cases. If you wish to speak at the meeting, please wait to be recognized, then state and spell your name and provide your address. Persons without party status speaking before the CDB shall be limited to three minutes unless an individual is representing a group in which case the Chairperson may authorize a reasonable amount of time up to 10 minutes. Five days prior to the meeting, staff reports and recommendations on the above requests will be available for review by interested parties between the hours of 8:30 a.m. and 4:30 p.m., weekdays, at the City of Clearwater, Planning Department, 100 S. Myrtle Ave., Clearwater, FL 33756. Please contact the case presenter, at 562 -4567 to discuss any questions or concerns about the project and/or to better understand the proposal and review the site plan. Michael Delk Cynthia E. Goudeau, MMC Planning Director City Clerk City of Clearwater P.O. Box 4748, Clearwater, FL 33758 -4748 NOTE: Applicant or representative must be present at the hearing. A COPY OF THIS AD IN LARGE PRINT IS AVAILABLE IN OFFICIAL RECORDS AND LEGISLATIVE SERVICES. ANY PERSON WITH A DISABILITY REQUIRING so so - - I REASONABLE ACCOMMODATION IN ORDER TO PARTICIPATE IN THIS MEETING SHOULD CALL (727) 562 -4093 WITH THEIR REQUEST. To learn more about presenting to Clearwater boards and City Council, go to http:// clearwater .granicus.comNiewPublisher.php ?view id =11 and click on "Resident Engagement Video." You can also check the informational video out from any Clearwater public library. Ad: 10/09/08 ABSOLUTE PROPERTY HOLDINGS INC 12950 RACE TRACK RD STE 201 TAMPA FL 33626 - 1307 ALTIC, RONALD L BYRD, DEBORAH D 380 ELIZABETH AVE S CLEARWATER FL 33759 - 4009 BARKER, RICHARD A 585 SKY HARBOR DR # 317 CLEARWATER FL 33759 - 3949 BAZZANO, JOHN C BAZZANO, DOROTHY R 13732 CARRYBACK DR DADE CITY FL 33525 - 6279 BELCASTRO, GRACE 585 SKY HARBOR DR # 427 CLEARWATER FL 33759 - 3900 BLASKO, NANCY J 585 SKY HARBOR DR # 143 CLEARWATER FL 33759 - 3947 BRODERICK, ROGER B DUKE, STEPHEN B 5514 PARK BLVD PINELLAS PARK FL 33781 - 3326 BURANDT, WILLIAM BURANDT, CLAIRE 585 SKY HARBOR DR # 204 CLEARWATER FL 33759 - 3906 CALLAGHAN, WILLIAM S JR CALLAGHAN, MILDRED 1 585 SKY HARBOR DR # 312 CLEARWATER FL 33759 - 3907 CLEARWATER NEIGHBORHOODS D2008- 05012/REZ2008- 07007: 154 AKINS, AUDREY E 33726 STATE ST FARMINGTON MI 48335 - 3558 AMENTA, ALICE 585 SKY HARBOR DR # 423 CLEARWATER FL 33759- 3900 BAUDER, KATHLEEN L 585 SKY HARBOR DR # 431 CLEARWATER FL 33759 - 3900 BEATTY, JANET 585 SKY HARBOR DR # 318 CLEARWATER FL 33759 - 3907 BERTRAM,SANDRA 585 SKY HARBOR DR # 421 CLEARWATER FL 33759 - 3900 BRADY, JAMES P 585 SKY HARBOR DR # 209 CLEARWATER FL 33759 - 3948 BROOKS, CLIFFORD H 585 SKY HARBOR DR # 114 CLEARWATER FL 33759 - 3905 BVG ACQUISITION INC 2855 GULF TO BAY BLVD CLEARWATER FL 33759 - 4087 CENTRO NP CLEARWATER MALL LLC 420 LEXINGTON AVE 7TH FL NEW YORK NY 10170 - 0799 COALITION COATES I.INC PRESIDENT, SHELLEY KUROGHLIAN 621 BAY ESPLANADE 1821 SPRINGWOOD CIRCLE S CLEARWATER FL 33767 - 1617 CLEARWATER, FL 33763 *ALDRICH, STANLEY E 585 SKY HARBOR DR # 128 CLEARWATER FL 33759 - 3905 ANDERSEN, MARIA INGRID 190 JET DR PALMETTO FL 34221 - BAUDER, WILLIAM E BULGER, MARGARET M 585 SKY HARBOR DR # 417 CLEARWATER FL 33759 - 3900 BEJMA, RALPH BEJMA, FRANCES 585 SKY HARBOR DR # 230 CLEARWATER FL 33759 - 3906 BETHEL PRESBYTERIAN CHURCH 2905 GULF TO BAY BLVD CLEARWATER FL 33759 - 4239 BRAY, DONNIE L BRAY, SANDRA A 994 LAKE FOREST RD CLEARWATER FL 33765 - BROUN, WILLIAM A BROUN, ANTONINA 895 SKYLOCH DR S DUNEDIN FL 34698 - 8141 CALF, JANICE 585 SKY HARBOR DR # 405 CLEARWATER FL 33759 - 3900 CLANT INC PO BOX 916464 LONGWOOD FL 32791 - 6464 CONTRERAS, FERNANDO C CONTRERAS, JESSICA T 332 ELIZABETH AVE CLEARWATER FL 33759 - 4009 • 0 COSTELLO, JOHN J COTTON, DOROTHY J COUNTS, CHARLES V 585 SKY HARBOR DR # 407 COTTON, JEFFREY C COUNTS, PATRICIA CLEARWATER FL 33759 - 3900 585 SKY HARBOR DR # 120 585 SKY HARBOR DR #226 CLEARWATER FL 33759 - 3905 CLEARWATER FL 33759 - 3906 CURRENT OWNER DEE, JUDITH A DETZLER, LINDA 321 DAVID AVE 585 SKY HARBOR DR # 425 585 SKY HARBOR DR # 225 CLEARWATER FL 33759 - 4006 CLEARWATER FL 33759 - 3900 CLEARWATER FL 33759 - 3948 DUNN, JANETTE D LIVING TRUST DURKIN, JAMES P DOMZALSKI, ROBERT DUNN, JANNETTE D THE DURKIN, MARY D 3292 E LAKE RD 42 WINDCREST DR DUNKIRK NY 14048 - 7101 CALLE MONTANA NE CECIL PA 15321 - 1,162 ALBUQUERQUE NM 87113 - 1275 EBERT, DANIEL J ENGLISH, ELIZABETH A FAMILY INTEREST, THE INC MAIN E STE N EBERT, SUE ELLEN VEARIL, WILLIAM E JR FAM FAM 585 SKY HARBOR DR # 306 585 SKY HARBOR DR # 131 DUNEDIN FL STE - 5698 CLEARWATER FL 33759 - 3907 CLEARWATER FL 33759 - 3947 FERNANDES, ABEL FISK, PEARL B THE FITZWATER, JANICE R FERNANDES, VIRGINIA A WOLF, GLORIA J 585 SKY HARBOR DR # 325 613 ROTHERHAM WAY CLEARWATER FL 33759 - 3949 585 SKY HARBOR DR # 328 HUDSON MA 01749 - 2869 CLEARWATER FL 33759 - 3907 FREELAND, MARY LUCILLE CARTER FULLEN, ELEANOR W GLEN ELLEN MBL HOME PARK 5126 ELTON DR 115 TRENTON AVE 800 E NORTHWEST HIGHWAY # 204 SOUTH PORT NC 28461 - 9033 LAVALLETTE NJ 08735 - 2722 MT PROSPECT IL 60056 - 3457 GOGARTY, JOHN GORDON, CONSTANCE L GROW FINANCIAL FEDERAL CREDIT GOGARTY, STEVEN 585 SKY HARBOR DR # 329 PO BOX 89909 30 LYNNCREST CIR CLEARWATER FL 33759 - 3949 TAMPA FL 33689 - 0415 CECIL PA 15321 - 1123 GUSS, AIDA M HALL, PRISCILLA A HALL, STEPHEN E SR 637 N WREN AVE 585 SKY HARBOR DR # 302 HALL, MARY F PALATINE IL 60067 - 3544 CLEARWATER FL 33759 - 3907 585 SKY HARBOR DR # 413 CLEARWATER FL 33759 - 3900 HAMPTON CENTER INC HEFFEL, DONALD F HIRT, TINA L 3001 EXECUTIVE DR # 250 ROSMAIT, CAROL L 585 SKY HARBOR DR CLEARWATER FL 33762 - 5324 10323 WHITNALL EDGE DR # 101 CLEARWATER FL 33759 - 3918 FRANKLIN WI 53132 - 1260 HOFFIUS, ROBERT H HUMPHRIES, STEVE JOHNSON, NORMAN P HOFFIUS, DORIS A HUMPHRIES, SHARON CHESNUTT, JAMES C 775 W BELTON AVE 47 N PINE CIR 585 SKY HARBOR DR # 116 MUSKEGON MI 49441 - 4701 BELLEAIR FL 33756 - 1639 CLEARWATER FL 33759 - 3905 • NEVILL, SHARON SKINNER SKINNER, TARA L 585 SKY HARBOR DR # 411 CLEARWATER FL 33759 - 3900 OUR HOUSES TOO LLC 5128 PURITAN RD TAMPA FL 33617 - PETE & SHORTY'S CLEARWATER INC 107 HAMPTON RD STE 200 CLEARWATER FL 33759 - 4960 R &GLC 9183 WATERASH LN PINELLAS PARK FL 33782 - 4327 RAY, EILEEN M RAY, DREXEL G 6211 S HURON RIVER DR S ROCKWOOD MI 48179 - 9507 ROBINSON, RONALD A SCHIMMELPFENNEG, JO -ANNE 4610 STILLWELL AVE LANSING MI 48911 - 2837 SAGER, ROBERT L SAGER, ELINOR M 884 CUMBERLAND AVE PETERBOROUGH ON K9H 7132 00001 - CANADA SCHAFER,ROBERTA 4414 W RIDGEWOOD DR .PARMA OH 44134 - 4122 SCOTT, MICHAEL J SCOTT, KATHERINE M 2147 S 57TH ST WEST ALLIS WI 53219 - 1534 NIGRO, JOSEPH A JR NIGRO, JUDITH E 585 SKY HARBOR DR # 223 CLEARWATER FL 33759 - 3948 PALIOTTI, DENNIS J PALIOTTI, LINDA J 585 SKY HARBOR DR # 409 CLEARWATER FL 33759 - 3900 PIIRTO, ERIC PIIRTO, DEVON 585 SKY HARBOR DR # 112 CLEARWATER FL 33759 - 3905 RACETRAC PETROLEUM INC PO BOX 22845 OKLAHOMA CITY OK 73123 - 1845 RENTZ, ROBERT W RENTZ, LOIS W 1115 MARBELLA PLAZA DR TAMPA FL 33619 - 7905 ROSMAIT, RUSSELL L 201 ELMWOOD DR PITTSBURG KS 66762 - 5517 SAN MARTIN, CAROL M SAN MARTIN, ADAN C 585 SKY HARBOR DR # 105 CLEARWATER FL 33759 - 3947 SCHROEDER, MARTIN 1215 WELLS ST WAUPACA WI 54981 - SEALER, JOHN E SEAGER, JEAN C 705 SANDRA LN #166 NORTH TONAWANDA NY 14120 - 6493 • OSTRANDER, EMILY L 224 TIMBERLANE DR PALM HARBOR FL 34683 - PERRY, DAVID CHRIS 391 ELIZABETH AVE CLEARWATER FL 33759 - 4010 POTTER, ROSEMARY L 585 SKY HARBOR DR # 133 CLEARWATER FL 33759 - 3947 RAINVILLE, MONIQUE C 585 SKY HARBOR DR # 219 CLEARWATER FL 33759 - 3948 RICE, JOAN 6226 LONE OAK DR BETHESDA MD 20817 - 1744 ROWAND, EMERY SR GRAUMANN, ROBERT 585 SKY HARBOR DR # 331 CLEARWATER FL 33759 - 4924 SCHAEFER,ROBERTA 585 SKY HARBOR DR # 313 CLEARWATER FL 33759 - SCIRE, NANCY 585 SKY HARBOR DR # 200 CLEARWATER FL 33759 - 3906 SHERRIER, RAYMOND F SHERRIER, ESTHER A 585 SKY HARBOR DR # 126 CLEARWATER FL 33759 - 3905 SHORT, WILLIAM L SIMA, RICHARD SKY HARBOR ESTATES CORP INC SHORT, MARCI L 585 SKY HARBOR DR # 101 585 SKY HARBOR DR # 433 585 SKY HARBOR DR # 321 CLEARWATER FL 33759 - 3947 CLEARWATER FL 33759 - 3947 CLEARWATER FL 33759 - 3949 • KELLEHER, LEWIS J KELLEHER, LUCILLE G 585 SKY HARBOR DR # 135 CLEARWATER FL 33759 - 3947 LA FORGE, RUTH J 585 SKY HARBOR DR # 140 CLEARWATER FL 33759 - 3905 LEE, BETTY A 585 SKY HARBOR DR #134 CLEARWATER FL 33759 - 3905 LIMBER, JOHN M LIMBER, SARA J 679 N MORGAN ST MEADVILLE PA 16335 - 2120 LOEFFLER, ROBERT E LOEFFLER, MADELINE 4371 GABOR DR WARREN MI 48092 - 5117 KEYS, RICHARD A KEYS, JOYCE M 4325 S OTTER CREEK LA SALLE MI 481'45 - 9780 LARREA, NANCY P TRUST 1308 ST ANDREWS DR ROCKLEDGE FL 32955 - LEE, JAMES R LEE, MARY A 585 SKY HARBOR DR # 119 CLEARWATER FL 33759 - 3947 LIMITED PROPERTIES INC PO BOX 4946 CLEARWATER FL 33758 - 4946 LUTZ, PATRICIA 585 SKY HARBOR DR # 419 CLEARWATER FL 33759 - 3900 MARC MARIANO AND BRYAN MARKS, WILLIAM H ZARLENGA, TAMPA BAY MARKS, ROZELLA ENGINEERING GROUP INC. 1841 GREENHILL DR 380 PARK PLACE BLVD, SUITE 300, CLEARWATER FL 33755 - 2207 CLEARWATER, FL 33759 MAYHEW, JAMES A MAYHEW, THELMA L 1207 TAMRACK TRL CHARLOTTE MI 48813 - 8366 MC CUE, BEATRICE 585 SKY HARBOR DR # 309 CLEARWATER FL 33759 - 3949 MC MULLEN, D GUY PROP INC PO BOX 91 CLEARWATER FL 33757 - 0091 NAYLOR, PETER MC CARTHY, GWENDOLYN C STEPHENS, JERRY W 585 SKY HARBOR DR # 330 CLEARWATER FL 33759 - 3907 MC CUNE, DONALD MC CLINE, BARBARA 22005 INKSTER RD FARMINGTON MI 48336 - 6033 MC QUAID, RUSSELL E MC QUAID, JACQUELINE L 585 SKY HARBOR DR # 118 CLEARWATER FL 33759 - 3905 NAYLOR, KAREN NELSON, ROBERT H BOX 34 52 CRANE COUNTRY LN 11101 IROQUOIS WAY ROSSEAU ROAD ON POC 1 KO 00001 LARGO FL 33774 - 4416 CANADA • KRIEG, ORVILLE S KRIEG, NANCY E 585 SKY HARBOR DR # 125 CLEARWATER FL 33759 - 3947 LATOUR, SUSANNE 324 POPLAR AVE STURBRIDGE MA 01566 - 1458 LEPPING, ROSE M 585 SKY HARBOR DR # 124 CLEARWATER FL 33759 - 3905 LLOYD, GRIFFITH LLOYD, HILDA J 585 SKY HARBOR DR # 327 CLEARWATER FL 33759 - 3949 M B INVESTMENTS LTD PO BOX 91 CLEARWATER FL 33757 - 0091 MATCHETT, KENNETH N MATCHETT, BARBARA R 585 SKY HARBOR DR # 429 CLEARWATER FL 33759 - 3900 MC CLELLAN, JAMES S MC CLELLAN, JERILYNN K 9270 SHAMROCK LN CLARKSTON MI 48348 - 2546 MC DONALD, ELMER MC DONALD, BONNIE 1385 S ROBIN WAY RUSHVILLE IN 46173 - 8511 NAGLE, SHELLEY A 585 SKY HARBOR DR # 221 CLEARWATER FL 33759 - 3948 NEVILL, PAUL 585 SKY HARBOR DR # 304 CLEARWATER FL 33759 - 3907 SMITH, CAROL ANN ROSE SMITH, ALLEN ROSS 585 SKY HARBOR DR # 109 CLEARWATER FL 33759 - 3947 SNELGROVE, JACK SNELGROVE, LOU 2447 SELWYN BAY LN RR #1 LAKEFIELD ON KOL 2H0 00001 - CANADA STOWELL PROPERTIES LLC 2873 THORNTON RD CLEARWATER FL 33759 - 4049 TROWBRIDGE, MAX C TROWBRIDGE, LOUISE F 23267 CORA AVE FARMINGTN HLS MI 48336 - 3305 VOGEL, JOHANNA F 585 SKY HARBOR DR # 213 CLEARWATER FL 33759 - 3948 WALLAKER, DONNA 585 SKY HARBOR DR # 311 CLEARWATER FL 33759 - 3949 WEI, BENJAMIN C WEI, MARGOT C LOT 99 585 SKY HARBOR DR CLEARWATER FL 33759 - 3947 SMITH, WILLIAM J SMITH, MARY 585 SKY HARBOR DR # 139 CLEARWATER FL 33759 - 3947 SOHN, MICHAEL N SOHN, NANCY M 3838 MANITOU # 355 LAKELAND MI 48143 - SWEET, W HAZEN SWEET, LONA M 265 ELM AVE ELMHURST IL 60126 - 2647 U S RESTAURANT PROP PO BOX 166289 IRVING TX 75016 - 6289 WAELDE, MARILYN J 4047 SUNFISH DR LAPEER MI 48446 - 9619 WARD, DONALD WARD, EDNA 585 SKY HARBOR DR # 217 CLEARWATER FL 33759 - 3948 WEM, RITA M 585 SKY HARBOR DR # 141 CLEARWATER FL 33759 - 3947 WILKINSON, JOHN W REVOCABLE LI WOLLOWICK, HERBERT E WILKINSON, JOHN W THE WOLLOWICK, JANE B 585 SKY HARBOR DR # 103 104 DRIFTWOOD LN CLEARWATER FL 33759 - 3947 LARGO FL 33770 - 2601 WOOMER, PAUL E WOOMER, JUNE 1 585 SKY HARBOR DR # 207 CLEARWATER FL 33759 - 3948 WRIGHT, KENNETH L 585 SKY HARBOR DR # 314 CLEARWATER FL 33759 - 3907 SNEBERGER, WILLIAM G THE SNEBERGER, DORETHEA M THE 585 SKY HARBOR DR # 132 CLEARWATER FL 33759 - 3905 ST PETERSBURG, CITY OF PO BOX 2842 ST PETERSBURG FL 33731 - 2842 TARGET CORP PO BOX 9456 MINNEAPOLIS MN 55440 - 9456 UNTI, PHILLIP W UNTI, BARBARA M 585 SKY HARBOR DR #224 CLEARWATER FL 33759 - 3906 WALKER, JOYCE MANSELL, ERNEST 505 SKY HARBOR DR # 211 CLEARWATER FL 33759 - WARD, MAE C TRUST WARD, MAE BOECK THE 585 SKY HARBOR DR # 138 CLEARWATER FL 33759 - 3905 WESTBROOK, RALPH F WESTBROOK, CHARLOTTE 585 SKY HARBOR DR # 218 CLEARWATER FL 33759 - 3906 WOMBACHER, JOHN D WOMBACHER, ELEANOR 585 SKY HARBOR DR.# 129 CLEARWATER FL 33759 - 3947 WYATT REAL ESTATE SERVICES INC 1211 WESTSHORE BLVD STE 314 TAMPA FL 33607 - 4615 YOUNG, GEORGIA ZAJAC, MARIAN ZANELLA, BYRON F 585 SKY HARBOR DR # 305 HADLEY, DOLORES ZANELLA, PATRICIA A CLEARWATER FL 33759 - 1113 JEFFERSON ST 1818 22ND AVE S WEST BEND WI 53090 - 1423 ESCANABA MI 49829 - 1927 • ZIELINSKI, EUGENE SLOAN,.DEBRA 1000 APPLECREEK LN DES PLAINES IL 60016 - 6717 • CITY OF CLEARWATER NOTICE OF COMMUNITY DEVELOPMENT BOARD PUBLIC HEARINGS The Community Development Board of the City of Clearwater, Florida, will hold public hearings on Tuesday, September 16, 2008, beginning at 1:00 p.m., in the City Council Chambers, in City Hall, 3rd floor, 112 South Osceola Ave, Clearwater, Florida, to consider the following requests: NOTE: All persons wishing to address an item need to be present at the BEGINNING of the meeting. Those cases that are not contested by the applicant, staff, neighboring property owners, etc. will be placed on a consent agenda and approved by a single vote at the beginning of the meeting. 1. BVG Acquisition Inc. (Marc Mariano and Bryan Zarlenga, Tampa Bay Engineering Group Inc.) are requesting Flexible Development approval for the redevelopment of the overall 31.12 acre - property zoned Commercial (C) District, Office (0) District and proposed Medium High Density Residential (MHDR) District (companion rezoning Case No. REZ2008- 07007) to permit a total of 229 attached dwellings (Independent Living Units) (73 units existing to remain; 156 units proposed), a total of 40 nursing home beds (proposed) and a total of 170 beds of assisted living facility (94 beds existing to remain; 76 beds proposed); (A) In the Commercial (C) District with a lot area of 2.45 acres, a lot width of 200 feet along Gulf to Bay Blvd (north) and a total of 210 ft along Cross Blvd, a front (north) setback along Gulf to Bay Blvd of 4 feet (to existing sign) and 28 ft (to existing pavement), a front (east) setback along Cross Blvd of 1 -foot (to existing pavement), a front (north) setback along Cross Blvd of 25 ft (to proposed guardhouse), a side (east) setback of 5 ft (to existing pavement), a side (west) setback of 2 ft (to existing pavement), a side (north) setback of zero feet (to existing pavement) and a building height of 81 ft (to roof deck of existing assisted living facility building), as a Comprehensive Infill Redevelopment Project in the Commercial (C) District, under the provisions of Sec 2- 704.C; (B) A lot area of 28.33 acres, a lot width along Sky Harbor Dr. of 282 ft, a reduction to the front (west) setback along Sky Harbor Dr. from 25 to 21 ft (to existing building), an increase to building height from 30 to 82 ft (to top of roof of proposed building) and a reduction to the required number of parking spaces from 583 to 426 parking spaces, as a Residential Infill Project in the proposed Medium High Density Residential (MHDR) District,'. under the provisions of Sec. 2- 304.G; and (C) Reductions to perimeter buffers along Cross Blvd (east) from 10 ft to 1 -ft (to existing pavement), along the east side from 7 to 5 feet (to existing pavement), along the west side from 5 to 2 ft (to existing pavement), along the north side from 10 ft to zero feet (to existing pavement) and at the southeast corner of the adjacent nursing home parcel from 10 ft to 5 ft (to proposed pavement), as a Comprehensive Landscape Program under the provisions of Sec 3- 1202.G. [Proposed Use: 229 attached dwellings (Independent Living Units) (73 units existing to remain; 156 units proposed), a total of 40 nursing home beds (proposed) and a total of 170 beds of assisted living facility (94 beds existing to remain; 76 beds proposed] at 2855 Gulf to Bay Blvd, Baskin's Replat Resub pt of lot 2 desc from NE cor of lot 1 TH E 60FT & S 190FT for the POB TH E 132.2FT. Assigned Planner: Wayne M. Wells, AICP, Planner III. FLD2008 -05012 2. Harrison, George Realty Co. (Dr. Kazi Hassan) are requesting Flexible Development approval for a medical clinic within the Commercial (C) District with a lot area of 48,320 square feet, a lot width of 512 feet, a building height of 25 feet, front (east) setbacks of 9.58 feet (to building) and 11 feet (to parking), side (north) setbacks of 149 feet (to building) and 10 feet (to parking), side (south) setbacks of 116 feet (to building) and 5.99 feet (to parking), rear (west) setbacks of 4.47 feet (to building) and 2.5 feet (to parking), with 47 off - street parking spaces as a Comprehensive Infill Redevelopment Project as per Community Development Code Section 2- 704.C.. (Proposed Use: Medical Clinic) at 1314 South Missouri Avenue, Lakeview Heights Blk E, Lots 17 thru 24 Incl & Blk J, Lot 24 & E'' /2 Vac Alley Lying Between Blks E & J Less E 10 ft for Rd. Assigned Planner: Robert G. Tefft, Development Review Manager. FLD2008 -07021 3. City of Clearwater are requesting Flexible Development approval for a public facility use within the Institutional (I) District with a lot area of 283,140 square feet, a lot width of 1,075 feet, a maximum building height of 50 feet, front (east) setbacks of 16 feet (to building) and 20 feet (to pavement), side (north) setbacks of 123 feet (to building) and zero feet (to existing pavement), side (south) setbacks of 153 feet (to building) and 11 feet (to pavement), and rear (west) setbacks of 260 feet (to building) and 60 feet (to pavement), with 37 off - street parking spaces as a Comprehensive Infill Redevelopment Project as per Community Development Code Section 2- 1204.A; as well as a waiver to the interior landscaping requirements, and a partial waiver to the perimeter landscaping requirements where the existing landscape materials would be determined to be an acceptable perimeter buffer, as a Comprehensive Landscape Program under the provisions of Community Development Code Section 3- 1202.G. (Proposed Use: Public Facility) at 1640 N. Arcturas Ave., Pinellas Groves Nw 1/4, Lot 12, part of Lot 5 Less Rd On E part of Lot 6, part of Lot 11, a 15 Ft Vac Rd on S of Lot 11 & 12 (12/29/15/70182 /200/81200) Assigned Planner: Scott Kurleman, Planner III. FLD2008 -08028 Interested parties may appear and be heard at the hearing or file written notice of approval or objection with the Planning Director or City Clerk prior to the hearing. Any person who decides to appeal any decision made by the Board or Council, with respect to any matter considered at such hearings, will need to request a record of the proceedings and, for such purpose, may need to ensure that a verbatim record of the proceedings is made, which record includes the testimony and evidence upon which the appeal is to be based per Florida Statute 286.0105. Community Development Code Sec 4 -206 states that party status shall be granted by the Board in quasi-judicial cases if the person requesting such status demonstrates that s/he is substantially affected. Party status entitles parties to personally testify, present evidence, argument and witnesses, cross - examine witnesses, appeal the decision and speak on reconsideration requests, and needs to be requested and obtained during the case discussion before the CDB. An oath will be administered swearing in all persons giving testimony in quasi-judicial public hearing cases. If you wish to speak at the meeting, please wait to be recognized, then state and spell your name and provide your address. Persons without party status speaking before the CDB shall be limited to three minutes unless an individual is representing a group in which case the Chairperson may authorize a reasonable amount of time up to 10 minutes. Five days prior to the meeting, staff reports and recommendations on the above requests will be available for review by interested parties between the hours of 8:30 a.m. and 4:30 p.m., weekdays, at the City of Clearwater, Planning Department, 100 S. Myrtle Ave., Clearwater, FL 33756. Please contact the case presenter, at 562 -4567 to discuss any questions or concerns about the project and/or to better understand the proposal and review the site plan. Michael Delk Cynthia E. Goudeau, MMC Planning Director City Clerk City of Clearwater P.O. Box 4748, Clearwater, FL 33758 -4748 NOTE: Applicant or representative must be present at the hearing. • • A COPY OF THIS AD IN LARGE PRINT IS AVAILABLE IN OFFICIAL RECORDS AND LEGISLATIVE SERVICES. ANY PERSON WITH A DISABILITY REQUIRING REASONABLE ACCOMMODATION IN ORDER TO PARTICIPATE IN THIS MEETING SHOULD CALL (727) 562 -4093 WITH THEIR REQUEST. To learn more about presenting to Clearwater boards and City Council, go to http:// clearwater .granicus.com/ViewPublisher.php ?view id =11 and click on "Resident Engagement Video." You can also check the informational video out from any Clearwater public library. Ad: 9/4/08 ABSOLUTE PROPERTY HOLDINGS INC 12950 RACE TRACK RD STE 201 TAMPA FL 33626 - 1307 ALTC, RONALD L BYRD, DEBORAH D 380 ELIZABETH AVE S CLEARWATER FL 33759 - 4009 BARKER, RICHARD A 585 SKY HARBOR DR # 317 CLEARWATER FL 33759 - 3949 BAZZANO, JOHN C BAZZANO, DOROTHY R 13732 CARRYBACK DR DADE CITY FL 33525 - 6279 BELCASTRO, GRACE 585 SKY HARBOR DR # 427 CLEARWATER FL 33759 - 3900 BLASKO, NANCY J 585 SKY HARBOR DR # 143 CLEARWATER FL 33759 - 3947 BRODERICK, ROGER B DUKE, STEPHEN B 5514 PARK BLVD PINELLAS PARK FL 33781- 3326 BURANDT, WILLIAM BURANDT, CLAIRE 585 SKY HARBOR DR # 204 CLEARWATER FL 33759 - 3906 CALLAGHAN, WILLIAM S JR CALLAGHAN, MILDRED 1 585 SKY HARBOR DR # 312 CLEARWATER FL 33759 - 3907 CLEARWATER NEIGHBORHOODS F L D2008- 05012/R EZ2008- 07007: 154 4?KINS, AUDREY E 33726 STATE ST FARMINGTON MI 48335 - 3558 AMENTA, ALICE 585 SKY HARBOR DR # 423 CLEARWATER FL 33759 - 3900 BAUDER, KATHLEEN L 585 SKY HARBOR DR # 431 CLEARWATER FL 33759 - 3900 BEATTY, JANET 585 SKY HARBOR DR # 318 CLEARWATER FL 33759 - 3907 BERTRAM, SANDRA 585 SKY HARBOR DR # 421 CLEARWATER FL 33759 - 3900 BRADY, JAMES P 585 SKY HARBOR DR # 209 CLEARWATER FL 33759 - 3948 BROOKS, CLIFFORD H 585 SKY HARBOR DR # 114 CLEARWATER FL 33759 - 3905 BVG ACQUISITION INC 2855 GULF TO BAY BLVD CLEARWATER FL 33759 - 4087 CENTRO NP CLEARWATER MALL LLC 420 LEXINGTON AVE 7TH FL NEW YORK NY 10170 - 0799 COALITION COATES I INC PRESIDENT, SHELLEY KUROGHLIAN 621 BAY ESPLANADE 1821 SPRINGWOOD CIRCLE S CLEARWATER FL 33767 - 1617 CLEARWATER, FL 33763 IOLDRICH, STANLEY E 585 SKY HARBOR DR # 128 CLEARWATER FL 33759 - 3905 ANDERSEN, MARIA INGRID 190 JET DR PALMETTO FL 34221 - BAUDER, WILLIAM E BULGER, MARGARET M 585 SKY HARBOR DR # 417 CLEARWATER FL 33759 - 3900 BEJMA, RALPH BEJMA, FRANCES 585 SKY HARBOR DR # 230 CLEARWATER FL 33759 - 3906 BETHEL PRESBYTERIAN CHURCH 2905 GULF TO BAY BLVD CLEARWATER FL 33759 - 4239 BRAY, DONNIE L BRAY, SANDRA A 994 LAKE FOREST RD CLEARWATER FL 33765 - BROUN, WILLIAM A BROUN, ANTONINA 895 SKYLOCH DR S DUNEDIN FL 34698 - 8141 CALF, JANICE 585 SKY HARBOR DR # 405 CLEARWATER FL 33759 - 3900 CLANT INC PO BOX 916464 LONGWOOD FL 32791 - 6464 CONTRERAS, FERNANDO C CONTRERAS, JESSICA T 332 ELIZABETH AVE CLEARWATER FL 33759 - 4009 COSTELLO, JOHN J COTTON, DOROTHY J COUNTS, CHARLES V 585 SKY HARBOR DR # 407 COTTON, JEFFREY C COUNTS, PATRICIA CLEARWATER FL 33759 - 3900 585 SKY HARBOR DR # 120 585 SKY HARBOR DR #226 CLEARWATER FL 33759 - 3905 CLEARWATER FL 33759 - 3906 CURRENT OWNER DEE, JUDITH A DETZLER, LINDA 321 DAVID AVE 585 SKY HARBOR DR # 425 585 SKY HARBOR DR # 225 CLEARWATER FL 33759 - 4006 CLEARWATER FL 33759 - 3900 CLEARWATER FL 33759 - 3948 DUNN, JANETTE D LIVING TRUST DURKIN, JAMES P DOMZALSKI, ROBERT DUNN, JANNETTE D THE DURKIN, MARY D 3292 E LAKE RD 42 WINDCREST DR DUNKIRK NY 14048 - 7101 CALLS MONTANA NE CECIL PA 15321 - 1162 ALBUQUERQUE NM 87113 - 1275 EBERT, DANIEL J ENGLISH, ELIZABETH A FAMILY INTEREST, THE INC EBERT, SUE ELLEN VEARIL, WILLIAM E JR 2141 MAIN ST STE N 585 SKY HARBOR DR # 306 585 SKY HARBOR DR # 131 DUNEDIN FL 34698 - 5698 CLEARWATER FL 33759 - 3907 CLEARWATER FL 33759 - 3947 FERNANDES, ABEL FISK, PEARL B THE FITZWATER, JANICE R FERNANDES, VIRGINIA A WOLF, GLORIA J 585 SKY HARBOR DR # 325 6B ROTHERHAM WAY CLEARWATER FL 33759 - 3949 585 SKY HARBOR DR # 328 HUDSON MA 01749 - 2869 CLEARWATER FL 33759 - 3907 FREELAND, MARY LUCILLE CARTER FULLEN, ELEANOR W GLEN ELLEN MBL HOME PARK 5126 ELTON DR 115 TRENTON AVE 800 E NORTHWEST HIGHWAY # 204 SOUTH PORT NC 28461 - 9033 LAVALLETTE NJ 08735 - 2722 MT PROSPECT IL 60056 - 3457 GOGARTY, JOHN GORDON, CONSTANCE L GROW FINANCIAL FEDERAL CREDIT GOGARTY, STEVEN 585 SKY HARBOR DR # 329 PO BOX 89909 30 LYNNCREST CIR CLEARWATER FL 33759 - 3949 TAMPA FL 33689 - 0415 CECIL PA 15321 - 1123 GUSS, AIDA M HALL, PRISCILLA A HALL, STEPHEN E SR 637 N WREN AVE 585 SKY HARBOR DR # 302 HALL, MARY F PALATINE IL 60067 - 3544 CLEARWATER FL 33759 - 3907 585 SKY HARBOR DR # 413 CLEARWATER FL 33759 - 3900 HAMPTON CENTER INC HEFFEL, DONALD F HIRT, TINA L 3001 EXECUTIVE DR # 250 ROSMAIT, CAROL L 585 SKY HARBOR DR CLEARWATER FL 33762 - 5324 10323 WHITNALL EDGE DR # 101 CLEARWATER FL 33759 - 3918 FRANKLIN WI 53132 - 1260 HOFFIUS, ROBERT H HUMPHRIES, STEVE JOHNSON, NORMAN P HOFFIUS, DORIS A HUMPHRIES, SHARON CHESNUTT, JAMES C 775 W BELTON AVE 47 N PINE CIR 585 SKY HARBOR DR # 116 MUSKEGON MI 49441 - 4701 BELLEAIR FL 33756 - 1639 CLEARWATER FL 33759 - 3905 KELLEHER, LEWIS J KELLEHER, LUCILLE G 585 SKY HARBOR DR # 135 CLEARWATER FL 33759 - 3947 LA FORGE, RUTH J 585 SKY HARBOR DR # 140 CLEARWATER FL 33759 - 3905 LEE, BETTY A 585 SKY HARBOR DR #134 CLEARWATER FL 33759 - 3905 LIMBER, JOHN M LIMBER, SARA J 679 N MORGAN ST MEADVILLE PA 16335 - 2120 LOEFFLER, ROBERT E LOEFFLER, MADELINE 4371 GABOR DR WARREN MI 48092 - 5117 KEYS, RICHARD A KEYS, JOYCE M 4325 S OTTER CREEK LA SALLE MI 48145 - 9780 LARREA, NANCY P TRUST 1308 ST ANDREWS DR ROCKLEDGE FL 32955 - LEE, JAMES R LEE, MARY A 585 SKY HARBOR DR # 119 CLEARWATER FL 33759 - 3947 LIMITED PROPERTIES INC PO BOX 4946 CLEARWATER FL 33758 - 4946 LUTZ, PATRICIA 585 SKY HARBOR DR # 419 CLEARWATER FL 33759 - 3900 MARC MARIANO AND BRYAN MARKS, WILLIAM H ZARLENGA, TAMPA BAY MARKS, ROZELLA ENGINEERING GROUP INC. 1841 GREENHILL DR 380 PARK PLACE BLVD, SUITE 300, CLEARWATER FL 33755 - 2207 CLEARWATER, FL 33759 MAYHEW, JAMES A MAYHEW, THELMA L 1207 TAMRACK TRL CHARLOTTE MI 48813 - 8366 MC CUE, BEATRICE 585 SKY HARBOR DR # 309 CLEARWATER FL 33759 - 3949 MC MULLEN, D GUY PROP INC PO BOX 91 CLEARWATER FL 33757 - 0091 NAYLOR, PETER MC CARTHY, GWENDOLYN C STEPHENS, JERRY W 585 SKY HARBOR DR # 330 CLEARWATER FL 33759 - 3907 MC CLINE, DONALD MC CUNE, BARBARA 22005 INKSTER RD FARMINGTON MI 48336 - 6033 MC QUAID, RUSSELL E MC QUAID, JACQUELINE L 585 SKY HARBOR DR # 118 CLEARWATER FL 33759 - 3905 NAYLOR, KAREN NELSON, ROBERT H BOX 34 52 CRANE COUNTRY LN 11101 IROQUOIS WAY ROSSEAU ROAD ON POC 1 KO 00001 LARGO FL 33774 - 4416 CANADA KRIEG, ORVILLE S KRIEG, NANCY E 585 SKY HARBOR DR # 125 CLEARWATER FL 33759 - 3947 LATOUR, SUSANNE 324 POPLAR AVE STURBRIDGE MA 01566 - 1458 LEPPING, ROSE M 585 SKY HARBOR DR # 124 CLEARWATER FL 33759 - 3905 LLOYD, GRIFFITH LLOYD, HILDA J 585 SKY HARBOR DR # 327 CLEARWATER FL 33759 - 3949 M B INVESTMENTS LTD PO BOX 91 CLEARWATER FL 33757 - 0091 MATCHETT, KENNETH N MATCHETT, BARBARA R 585 SKY HARBOR DR # 429 CLEARWATER FL 33759 - 3900 MC CLELLAN, JAMES S MC CLELLAN, JERILYNN K 9270 SHAMROCK LN CLARKSTON MI 48348 - 2546 MC DONALD, ELMER MC DONALD, BONNIE 1385 S ROBIN WAY RUSHVILLE IN 46173 - 8511 NAGLE, SHELLEY A 585 SKY HARBOR DR # 221 CLEARWATER FL 33759 - 3948 NEVILL, PAUL 585 SKY HARBOR DR # 304 CLEARWATER FL 33759 - 3907 • Cl NEVILL, SHARON SKINNER NIGRO, JOSEPH A JR OSTRANDER, EMILY L SKINNER, TARA L NIGRO, JUDITH E 585 SKY HARBOR DR # 411 585 SKY HARBOR DR # 223 224 M HARBOR F 34 CLEARWATER FL 33759 - 3900 CLEARWATER FL 33759 - 3948 PALM HARBOR FL 34683 - OUR HOUSES TOO LLC 5128 PURITAN RD TAMPA FL 33617 - PETE & SHORTY'S CLEARWATER INC 107 HAMPTON RD STE 200 CLEARWATER FL 33759 - 4960 R &GLC 9183 WATERASH LN PINELLAS PARK FL 33782 - 4327 RAY, EILEEN M RAY, DREXEL G 6211 S HURON RIVER DR S ROCKWOOD MI 48179 - 9507 ROBINSON, RONALD A SCHIMMELPFENNEG, JO -ANNE 4610 STILLWELL AVE LANSING MI 48911 - 2837 SAGER, ROBERT L SAGER, ELINOR M 884 CUMBERLAND AVE PETERBOROUGH ON K9H 7132 00001 - CANADA SCHAFER, ROBERTA 4414 W RIDGEWOOD DR PARMA OH 44134 - 4122 SCOTT, MICHAEL J SCOTT, KATHERINE M 2147 S 57TH ST WEST ALLIS WI 53219 - 1534 PALIOTTI, DENNIS J PALIOTTI, LINDA J 585 SKY HARBOR DR # 409 CLEARWATER FL 33759 - 3900 PIIRTO, ERIC PIIRTO, DEVON 585 SKY HARBOR DR # 112 CLEARWATER FL 33759 - 3905 RACETRAC PETROLEUM INC PO BOX 22845 OKLAHOMA CITY OK 73123 - 1845 RENTZ, ROBERT W RENTZ, LOIS W 1115 MARBELLA PLAZA DR TAMPA FL 33619 - 7905 ROSMAIT, RUSSELL L 201 ELMWOOD DR PITTSBURG KS 66762 - 5517 SAN MARTIN, CAROL M SAN MARTIN, ADAN C 585 SKY HARBOR DR # 105 CLEARWATER FL 33759 - 3947 SCHROEDER, MARTIN 1215 WELLS ST WAUPACA WI 54981 - SEAGER, JOHN E SEAGER, JEAN C 705 SANDRA LN #166 NORTH TONAWANDA NY 14120 - 6493 PERRY, DAVID CHRIS 391 ELIZABETH AVE CLEARWATER FL 33759 - 4010 POTTER, ROSEMARY L 585 SKY HARBOR DR # 133 CLEARWATER FL 33759 - 3947 RAINVILLE, MONIQUE C 585 SKY HARBOR DR # 219 CLEARWATER FL 33759 - 3948 RICE, JOAN 6226 LONE OAK DR BETHESDA MD 20817 - 1744 ROWAND, EMERY SR GRAUMANN, ROBERT 585 SKY HARBOR DR # 331 CLEARWATER FL 33759 - 4924 SCHAEFER, ROBERTA 585 SKY HARBOR DR # 313 CLEARWATER FL 33759 - SCIRE, NANCY 585 SKY HARBOR DR # 200 CLEARWATER FL 33759 - 3906 SHERRIER, RAYMOND F SHERRIER, ESTHER A 585 SKY HARBOR DR # 126 CLEARWATER FL 33759 - 3905 SHORT, WILLIAM L SIMA, RICHARD SKY HARBOR ESTATES CORP INC SHORT, MARCI L 585 SKY HARBOR DR # 101 585 SKY HARBOR DR # 433 585 SKY HARBOR DR # 321 CLEARWATER FL 33759 - 3947 CLEARWATER FL 33759 - 3947 CLEARWATER FL 33759 - 3949 SMITH, CAROL ANN ROSE SMITH, ALLEN ROSS 585 SKY HARBOR DR # 109 CLEARWATER FL 33759 - 3947 SNELGROVE, JACK SNELGROVE, LOU 2447 SELWYN BAY LN RR #1 LAKEFIELD ON KOL 2H0 00001 - CANADA STOWELL PROPERTIES LLC 2873 THORNTON RD CLEARWATER FL 33759 - 4049 TROWBRIDGE, MAX C TROWBRIDGE, LOUISE F 23267 CORA AVE FARMINGTN HLS MI 48336 - 3305 VOGEL, JOHANNA F 585 SKY HARBOR DR # 213 CLEARWATER FL 33759 - 3948 WALLAKER, DONNA 585 SKY HARBOR DR # 311 CLEARWATER FL 33759 - 3949 WEI, BENJAMIN C WEI, MARGOT C LOT 99 585 SKY HARBOR DR CLEARWATER FL 33759 - 3947 • SMITH, WILLIAM J SMITH, MARY 585 SKY HARBOR DR # 139 CLEARWATER FL 33759 - 3947 SOHN, MICHAEL N SOHN, NANCY M 3838 MANITOU # 355 LAKELAND MI 48143 - SWEET, W HAZEN SWEET, LONA M 265 ELM AVE ELMHURST IL 60126 - 2647 U S RESTAURANT PROP PO BOX 166289 IRVING TX 75016 - 6289 WAELDE, MARILYN J 4047 SUNFISH DR LAPEER MI 48446 - 9619 WARD, DONALD WARD, EDNA 585 SKY HARBOR DR # 217 CLEARWATER FL 33759 - 3948 WEM, RITA M 585 SKY HARBOR DR # 141 CLEARWATER FL 33759 - 3947 WILKINSON, JOHN W REVOCABLE LI WOLLOWICK, HERBERT E WILKINSON, JOHN W THE WOLLOWICK, JANE B 585 SKY HARBOR DR # 103 104 DRIFTWOOD LN CLEARWATER FL 33759 - 3947 LARGO FL 33770 - 2601 WOOMER, PAUL E WOOMER, JUNE 1 585 SKY HARBOR DR # 207 CLEARWATER FL 33759 - 3948 WRIGHT, KENNETH L 585 SKY HARBOR DR # 314 CLEARWATER FL 33759 - 3907 0 SNEBERGER, WILLIAM G THE SNEBERGER, DORETHEA M THE 585 SKY HARBOR DR # 132 CLEARWATER FL 33759 - 3905 ST PETERSBURG, CITY OF PO BOX 2842 ST PETERSBURG FL 33731 - 2842 TARGET CORP PO BOX 9456 MINNEAPOLIS MN 55440 - 9456 UNTI, PHILLIP W UNTI, BARBARA M 585 SKY HARBOR DR #224 CLEARWATER FL 33759 - 3906 WALKER, JOYCE MANSELL, ERNEST 505 SKY HARBOR DR # 211 CLEARWATER FL 33759 - WARD, MAE C TRUST WARD, MAE BOECK THE 585 SKY HARBOR DR # 138 CLEARWATER FL 33759 - 3905 WESTBROOK, RALPH F WESTBROOK, CHARLOTTE 585 SKY HARBOR DR # 218 CLEARWATER FL 33759 - 3906 WOMBACHER, JOHN D WOMBACHER, ELEANOR 585 SKY HARBOR DR # 129 CLEARWATER FL 33759 - 3947 WYATT REAL ESTATE SERVICES INC 1211 W ESTSHORE BLVD STE 314 TAMPA FL 33607 - 4615 YOUNG, GEORGIA ZAJAC, MARIAN ZANELLA, BYRON F 585 SKY HARBOR DR # 305 HADLEY, DOLORES ZANELLA, PATRICIA A CLEARWATER FL 33759 - 1113 JEFFERSON ST 1818 22ND AVE S WEST BEND WI 53090 - 1423 ESCANABA M 149829 - 1927 ZIELINSKI, EUGENE SLOAN,DEBRA 1000 APPLECREEK LN DES PLAINES IL 60016 - 6717 w - A i Wells, Wayne From: Watkins, Sherry Sent: Friday, October 17, 2008 4:12 PM To: Chase, Susan;. Zitouni, Trish;. Dana Tallman; Doreen Dipolito; Dougall- Sides, Leslie; Frank Dame; Gina Grimes; Jordan Behar; Lutz, Deb; Michelle Smith; Nicholas Fritsch; Richard Adelson; Stafford, Shawn; Thomas. Coates; Yellin, Catherine Cc: 'Irhilton @tampabay.rr.com Wells, Wayne Subject: Letter received from Alllan Stowell for FLD2008 -05012 Good. Afternoon CDB. Members, have attached a letter received from Allan. Stowell in reference to case FLD2008- 05012 - 2855 Gulf to Bay Boulevard. Letter Allan Stowell.tif Thank you, Sherry Watkins Administrative Analyst Planning Department 727 -562 -4582 October 16; 2008 Wayne M. Wells, Planner Ill City of Clearwater Planning Dept. P.O. Box 4748 Clearwater, Florida 33758 RE: Objection to 5 ft. variance request — Case # FLD 2008 = 0501 Dear Mr. Wells: This :letter serves as official notice of objection to: + The reduction to the side (east) setback along Sky Harbor Drive from 10 to 5 feet (to existing pavement) requested by BVG .Acquisition, Inc., and . * The reduction to perimeter buffers along Cross Boulevard along the east side from 7 to 5 feet (to existing pavement) .requested by BVG AcT is ti on Inc, - While I do not object to the rezoning of the property, I do object to any and all reductions m setback requirements, particularly in required buffer areas as required by the Code. I have received notice of the public hearing before .the CDB and I will. be attending the public hearing as scheduled. Sincerely; Allan. J. towell TO: FAX COVER MEMO CITY OF CLEARWATER PLANNING DEPARTMENT .100 S. MYRTLE AVE., 2 "d Floor CLEARWATER, FL 33756 (727) 562 -4567 FAX: (727) 562 -4865 vi FAX: %R1- +100 '7 Z-le- � 0ig Phone: 7 FRO k ao z — �--S-0 4-- DATE: W 0 g SUBJECT: Z �3 5' Gil 9-� 4 MESSAGE: 0(4- A r 1-9 12.! )Q S OP NUMBER OF PAGES(INCLUDING THIS PAGE) l 9 J. NIGRO October 10, 2008 Michael Delk, Planning Director City of Clearwater P 0 Box 4748 Clearwater, FL 33758 -4748 Dear Mr. Delk, 585 Sky Harbor Drive 223 Clearwat17; FL 33759 727 - 81219608 - l� OCT DEVELOPMENT SERVICES CITY OF CLEgRyVATER We are writing in response to the notice of community development we received 10/08/2008, which is continued from 9/16/08, from BVG Acquisition, Inc. As we are a neighbor in very close proximity to this development site, we have grave concerns over the following: 1. The projected length of the project. 2. The tolerance for construction noise. This second concern deals with the hours per day that construction will take place, the days per week that construction will take place and the noise that will be generated as a result of the construction. 3. The debris and dirt created. Noise is our greatest concern. We do not wish to be subjected to the constant, day in /day out pounding, jack - hammering, machinery- generated hum, drilling, etc. that is normally associated with the type of construction this project suggests. We already must deal with the constant noise and dirt associated with airplanes flying directly overhead, due to the proximity of the Clearwater /St. Petersburg Airport. This project will interfere with our lives and nearly everything that we do at Sky Harbor Estates. This is a retirement community. Therefore, its residents are in and about their homes twenty -four hours per day. How will BVG Acquisition, Inc. address these concerns? What offer do they make to control the noise and pollution, as well as to resolve other issues that may arise as a result of this construction on an on -going basis? What rights, if any, do we have as neighbors to ascertain that construction does not take place at odd hours? How are these rules to be enforced? • I will thank you, in advance for your consideration of these concerns and answers to the questions we have posed. Sincerely, Joseph Nigro Judith Nigro _ goo Qr . /VY&-7 -- PIANNNCIDUDWIM CITY OF CO EA tER e�_. _H_l1�l�'� —C 1 0�3 ACT 3•o i 25 - No_sCTlo�— S_i GIGS sG_eyn -0-77-0-- -- ____ -- __._ G.�iT.� T .<��,:,.��?�I.�iLu.� Gv/T� Ci7Y � CLufT2 . �LA�v�v�,�G� ESC PGAi.✓�'D ...� -1-hL4T nw 4C T.yd" /�aiuTi�iNCs sn��.�►c, .b�p6 . iire¢ .4DJo�,v� •, G GO�✓GvtsTF SL.O.d _ - - - -A� �._ f ' r1 y> .T,a��_�,p.r,�s Gie�1LG 6.rL U.y<% Ot/ l�� rsG✓8��. ?.sys Nf9,�F .� y �� ,�.....,.._._._.. 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T�� _P_o1✓C a-, DE's ,gs� _ .T%/s -9 &7A4 e-V jai �o,ir_� ox�I w�y�� E�Tro -v 3 - /So 1� _ ..� �•� , ,sic Lv �?i� f �'�'6� .cif G__r�.o� � �.e�,zr Ti�� ,r3Fa►Pvt� �Y poi �s r/.�c,�tr�r /�.vo .�s..�'uc t.� m _..w.�_____�_�__�QaO_d /vvT C�?t!�6 i9�/- �•�6'D�.1%E �°lo.BL�._� /8%s1°rlFfT1!i6s�✓!�__ _.._�_�_ ___ 4.. �U /+�v� S- Fl/319G� Asl�ca� �%G._G- O_/_t�[�T!G.U_(�'r A'V ��li�%14�D•V!'J?L�"idT/BIL�/ ...___Y.____._..__..e !1 i { AS ,�,! €•,G -..ov . 9ny_ _ �3.a��o��%G.o.��o�.4r.GY .T19t�v�a .. - - - - _Til/ill -s:9.�tir Av- f %c f �- & -- ��'O�1/.('7iZVCTEG r �/y� /i!. 41u� Zrnox�lGc�2� A . -exne5 69z'e'ver __._.____^ L�t2D_o�•y D GG j - Lv�IG -� i0�9�OV- 9 Fo e,0 M,CO3GP� S TD Y- PItO�,nLT- - - -- _.__.. �.?ry /1 S'T�G- C.�`U��' Gv�l /3aiGT _l a�i� �9 �ai�vi %►!G._P��iu,re ?�'�.LUry.�.– E o�v - .�c�Q_u�se£b �O �.— .tf,��.v ?�� -r �9 �.�i��/ /li�7J ✓3��•_,�rii�T ___ _- ---_._ _. _�_7l_?g AEG O:p�i(�2/7'i�w GODS r-� Gt�O•D - -- — tic 1 ET 'To /1, .w _____ – _ _z�� V_�u �� T6 G�'ivE .Tr_� ,�'E'��"'r Ate E•t�T_- ST9Tir1 /1 .____.__ - - -_ –�_._ � 3urT �f� �O_U!�•• S'T�� . GO�+m��Tf �°�i/9.GD�w6 ��' lyUr%°i - - -- - - - � /_GLF�_s. G/ti�'• S /_3EGl�GT' ?�� Z_v19�c,�,��tL /v�Em -r_a _l_3F T.3�`«,�__ —_ �.�•✓ �Z rT /D•z�.�v�c v f _ % >r G'B�iTUU�t of dyz. %9-jT_'ai vi -- f?l9%tiG_c_lS • -- �� /.��EQI 7'd 13 .t�•y"�lid /OitJ �?l�G AAo . - REC Y�� _--------- .- . -__ -_. DEVELOPMENT STANDARDS Section 3 -1504. Graffiti prohibited; removal required. A. No person may paint, draw, or otherwise apply graffiti to any wall, post, column; or other building or structure, or to a tree, or other exte- rior surface, publicly or privately owned, within the City of Clearwater. B. Graffiti found upon privately -owned prop- erty within. the city shall be removed by the property owner or, if the owner is not in posses- sion of the property, by the tenant or any adult person acting as the agent or property manager for the owner or the tenant, within ten calendar days following service of notice to such person of the existence of graffiti upon such property. C. Graffiti found upon city -owned public prop- erty shall be removed by the appropriate city department within ten calendar days following discovery of the existence of such graffiti. If graf- fiti is found upon public property not owned by the city, the city manager shall give notice of such graffiti to the owner and shall request the prompt removal of the graffiti. Section 3 -1505. Reserved. Editor's note —Ord. No. 6417 -99, § 10, adopted Aug. 19, 1999, repealed § 3 -1505, which pertained to prohibited accu- mulations. See the Table of Amendments. Section 3 -1506. Exceptions. The provisions of section 3 -1503, relating to weeds, undergrowth or similar plant material shall not apply to the following: A. Any lands within the incorporated area of the city which are over five acres in area and in an undeveloped state; as used in this paragraph, the term "undeveloped state" shall mean land which is in a natural state and land which has never been cut or mowed; B. Wetlands and environmentally sensitive areas as designated in the city's compre- hensive plan; C. Any parcel of land within the incorpo- rated area of the city which is undevel- Errata $ 3 -` 1 oped and which is primarily in a natural state of vegetation, and which is not oth- erwise in violation of section 3 -1505. (Ord. No. 6526 -00, § 1, 6- 15 -00; Ord. No. 7449 -05, § 24, 12- 15 -05) Section 3 -1507. Inoperative vehicles on pub- lic property. A. The keeping, storing, or parking of an inop- erative vehicle on any public property is hereby declared to be a nuisance. It shall be unlawful for any person to keep, store, park, or allow to remain on public property any inoperative vehicle. B. This section may be enforced by any law enforcement officer, traffic infraction officer, or code enforcement inspector. A law enforcement officer, traffic enforcement officer or code enforce- ment inspector is authorized to remove, have removed, or impounded any inoperative vehicle which reasonably appears to be in violation of this section. Any law enforcement officer, traffic infrac- tion enforcement officer, or code enforcement spector who intends to remove, have remove impounded any inoperative vehicle under this section shall comply with the procedures provided for in F.S. Ch. 705, as that chapter relates to the impounding of property located on public prop- erty. Traffic infraction enforcement officers and code enforcement inspectors are hereby autho- rized and designated by the city to administer the provisions of F.S.. Ch. 705, as they relate to lost, abandoned or inoperative vehicles. C. The provisions of section 3 -1505 shall not apply to abandoned or inoperative motor vehicles or boats found upon the public streets or public property within the city, which shall be subject to the notice and removal procedures set forth in F.S. §§ 705.102 through 705.104. (Ord. No. 7605 -06, § 28, 4- 20 -06) Section 3 -1508. Noise. A. Prohibited generally. It shall be unlawful for any person to willfully make, continue or cause to be made or continued any loud and raucous noise that can be heard upon the public streets, sidewalks, or rights -of -way, in any pub ' park, in any school or public building, in church or hosp o in any dwelling and tha' CD3:63 r .• }, ()1 2008 ENT 4 1 i F C12&#:4 e -I'C'R 53-1508 0 COMMUNITY DEVELOPMENT CODE can be heard at a distance of 100 feet or more from the source of the noise, measured in a straight line from the radio, loudspeaker, motor, horn, or other noise source. The term "loud and raucous noise" shall mean any sound which because of its volume level, duration and character, annoys, disturbs, injures or endangers the comfort, health, peace or safety of reasonable persons of ordinary sensibilities within the limits of the city. The term includes, but is not limited to, the kinds of loud and raucous noise generated by the activities enumerated in subsection B when the loud and raucous noise can be heard at a distance of 100 feet or more from the source of the noise, mea- sured in a straight line from the radio, loud- speaker, motor, horn, or other noise source, but not including activities enumerated in subsection D of this section. B. The following noises, as limited by Section 3- 1508A, are declared to be public nuisances in violation of this section: 1. Engine exhaust. The discharge into the open air of the exhaust of any steam engine or stationary internal combustion engine except through a muffler or other device that will effectively prevent loud and raucous noises therefrom. 2. Pile drivers, etc. The operation between the hours of 6:00 p.m. and 7:00 am. on any day or at any time on Sunday, of any pile driver, steam shovel, pneumatic ham- mer, derrick, dredge, steam or electric hoist . or other heavy equipment so as to create a loud and raucous noise. 3. Blowers, etc. The operation of any blower or power fan or any'internal combustion engine, unless the noise from such blower, fan or engine is equipped with a muffler device sufficient to prevent loud and rau- cous noise 4. Horns, signaling devices, etc. The re- peated sounding of any horn, whistle or other audible signaling device so as to create a loud and raucous noise. 5. Radios, amplifiers, phonographs, etc. The using, operating or permitting to be played, used or operated any radio, amplifier, Errata CD3:64 • musical instrument, phonograph or other device for the producing or reproducing of sound such that speech or music emitted by the device is identifiable in terms of words or melody so as to create a loud and raucous noise. 6. Sound trucks. No amplifier or loudspeaker in, upon or attached to a truck or other device for amplifying sound shall be oper- ated or permitted to operate within the city such that speech or music emitted by the device is identifiable in terms of words or melody so as to create a loud and raucous noise. 7. Yelling, shouting, etc. Yelling, shouting, whistling or singing at any time or place so as to create a loud and raucous noise between the hours of 10:00 p.m. and 7:00 a.m. on any day. 8. Animals, birds, etc. The keeping of any animal or bird which habitually makes a loud and raucous noise. 9. Defect in vehicle or load. The use of any motor vehicle so out of repair, so loaded or in such manner as to create loud grating, grinding, rattling or other noise or distur- bance which is not equipped with a muf- fler so as to prevent a loud and raucous noise. 10. Construction or repairing of buildings. The erection including excavation, demo- lition, alteration or repair of any building so as to create a loud and raucous noise other than between the hours of 7:00 a.m. and 6:00 p.m. on any day or at any time on Sunday, except in case of urgent necessity in the interest of public health and safety and then only with a permit from the building official, which permit may be granted for a period not to exceed three working days or less while the emergency continues and which permit may be re- newed for successive periods of three days or less while the emergency continues. If the building official should determine that the public health and safety necessitates 6 � . . Elm t rr A Ile m..: s. �J laR t� 3� 2 a' dJ r r � r b� T` G�4 �rrc S� ye"g"4i ' ..�.. � psi s,� OVA Al I_A.-) i Sr^VL_L: 1Ue; 04/29/08---12:46p F'i_OTTLD. 1ue, 04/29/08-4-:02p BY: jt,al a, " { �v R � i c r� Al I_A.-) i Sr^VL_L: 1Ue; 04/29/08---12:46p F'i_OTTLD. 1ue, 04/29/08-4-:02p BY: jt,al a, " { �v c rwa�iS • t �u S�3z�Y.r;.n. „st »sat I IIrig IiIII'j7 IIIrolo IIw, lip II.. ........ IIt.T I 4 .r IIIWIN II-,Lrjaq,N� w -4 IIAlc 1_4 t,11. ILL A IIIiv W III-Ij r t-4�t I', IIItIIv, I.,rz. ItIIIItlz P.,-k ILI I" tw iT, . A I It I IINFO I OL IIWIN, IIlZ4 M�4 IIre V 171 IItIIlI17 IIW( V4, 1w I! AM& Lim" M It4i t K Ik m I I I _jI.%V11 :4 IItI .T. 7h I , a rm II............. . I ttIIIIIIIII I "awl II I MOM. I 4 .r IIIWIN II-,Lrjaq,N� w -4 IIAlc 1_4 t,11. ILL A IIIiv W III-Ij r t-4�t I', IIItIIv, I.,rz. ItIIIItlz P.,-k ILI I" tw iT, . A I It I IINFO I OL IIWIN, IIlZ4 M�4 IIre V 171 IItIIlI17 IIW( V4, 1w I! AM& Lim" M It4i t K Ik m I I I _jI.%V11 :4 IItI .T. 7h I , a rm II............. . I ttIIIIIIIII I "awl II I MOM. / SHEET INDEX TREE REMOVAL PLANS 1-1.00 Tree Removal Plan 1-1.01 Tree Removal Plan 1-1.02 Tree Removal Plan 1-1.03 Tree Removal Plan 1-1.04 Tree Removal Plan 1-1.05 Tree Removal Plan 1-1.06 Tree Removal Schedule 1-1.07 Tree Removal Schedule 1-1.08 Tree Removal Schedule OTHER DOCUMENTS Reduced Color Landscape Plan -,4, DRC Comment Responses Comprehensive Landscape Application r. SITE PLAN APPROVED CASE # ?=g20JL-QSD 12-- CASE TYPE DRC DATE CDB DATE SIGNATURE DATE�yB KEY MAP N TS 90' 7V LD6?00 8 50�� °o three 4040 N. Central Expwy I Dallas, Texas I 214.559.4080 I 214.559.0990 suite 200 75204 telephone facsimile Greystone Communities SantaFe HealthCare air, G R D U P C/v // Engineering • Transportedon Environmental • P/ann /ng 380 Park Place Boulevard, Suite 300 Clearwater, Florida, 33759 www.tbegroup.com - 800.861.8314 License No. 3843 ES k 1512 E. Broward Blvd. Fort Lauderdale, Florida, 33301 www.edsaplan.com - 954.524.3330 13 a E LL r -�_ C-') � L J U) cu j- N _ Cz U a 13 PROJECT NO.: 07024 DATE: August 18, 2008 SEAL: (I%° try - OWNER: BVG Aquisitions, Inc. PHASE: DRC SUBMITTAL SHEET DESCRIPTION: INDEX SHEET SHEET NUMBER: L0.00 V C= 0 ; z0 U TREE PRESERVATION PLANS L2.00 Preservation Plan L2.01 Preservation Plan L2.02 Preservation Plan L2.03 Preservation Plan L2.04 Preservation Plan L2.05 Preservation Plan L2:06 , Preservation Schedule L2.07 Preservation Schedule L2.08 Preservation Schedule L2.09 Preservation Schedule L2.10 Preservation Schedule ` L2.11 Preservation Schedule,- L2.12 Preservation Schedule _. L2.13 Preservation Details and Notes f LANDSCAPE PLANS t L3.00 Landscape Plan L3.01 Landscape Plan = .•. L3.02 , Landscape Plan L3.03 Landscape Plan - r L3.04 Landscape Plan L3.05 Landscape Plan ; L3.06 Planting Schedule L3.07 Landscape DetailsEaind Notes,, r r o � L3.08 , r Landscape Details and Notes f L3.09 Landscape Details and Notes L3.10 Landscape Details and Notes rt L3.11 Landscape Calculations OTHER DOCUMENTS Reduced Color Landscape Plan -,4, DRC Comment Responses Comprehensive Landscape Application r. SITE PLAN APPROVED CASE # ?=g20JL-QSD 12-- CASE TYPE DRC DATE CDB DATE SIGNATURE DATE�yB KEY MAP N TS 90' 7V LD6?00 8 50�� °o three 4040 N. Central Expwy I Dallas, Texas I 214.559.4080 I 214.559.0990 suite 200 75204 telephone facsimile Greystone Communities SantaFe HealthCare air, G R D U P C/v // Engineering • Transportedon Environmental • P/ann /ng 380 Park Place Boulevard, Suite 300 Clearwater, Florida, 33759 www.tbegroup.com - 800.861.8314 License No. 3843 ES k 1512 E. Broward Blvd. Fort Lauderdale, Florida, 33301 www.edsaplan.com - 954.524.3330 13 a E LL r -�_ C-') � L J U) cu j- N _ Cz U a 13 PROJECT NO.: 07024 DATE: August 18, 2008 SEAL: (I%° try - OWNER: BVG Aquisitions, Inc. PHASE: DRC SUBMITTAL SHEET DESCRIPTION: INDEX SHEET SHEET NUMBER: L0.00 V C= 0 ; z0 U three 4040 N. Central Expwy Dallas, Texas 2 55 14.9AO80 214.559.0990 suite 200 75204 telephone facsimile Greystone Communities SantaFe HealthCare r ID , 17 G R 0 U P Clvll EngIneering • Transportation Environmental • planning 380 Park Place Boulevard, Suite 300 Clearwater, Florida, 33759 www.tbegroup.com — 800.861.8314 License No. 3843 ED 1512 E. Broward Blvd. Fort Lauderdale, Florida, 33301 www.edsaplan.com - 954.524.3330 13 E LL CU Ua CU as U- CZ u co (3 PROJECT NO.: 07024 DATE: August 18, 2008 SEAL: OWNER: BVG Aquisitions, Inc. PHASE: DRC SUBMITTAL SHEET DESCRIPTION: TREE REMOVAL PLAN SHEET NUMBER: L1.00 0 C= C= Zo CL three 4040 N. Central Expwy ( Dallas, Texas I 214.559.4080 ( 214.559.0990 suite 200 75204 1 telephone facsimile Greystone Communities SantaFe HealthCare G R 0 U P CNI Englneering • Transportatlon Env/ronmental • Planning 380 Park Place Boulevard, Suite 300 Clearwater, Florida, 33759 www.tbegroup.com — 800.861.8314 License No. 3843 EDSff-\\-1 1512 E. Broward Blvd. Fort Lauderdale, Florida, 33301 www.edsaplan.com - 954.524.3330 13 G < E I v L J V ICU U� t>, U- Cz cn PROJECT NO.: 07024 DATE: August 18, 2008 SEAL: t`1ti,E! ,eee rr�ltlltll V OWNER: BVG Aquisitions, Inc. PHASE: DRC SUBMITTAL SHEET DESCRIPTION: TREE REMOVAL PLAN SHEET NUMBER: L1.01 a- Uj o 0 ' d O %U a. three 4040 N. suite OOExPwy I Dallas, Texas I 2 4.559AO80 I 21f 55559.0990 Greystone Communities SantaFe HealthCare air, 9 1! G R 0 U P Clvll Englneer/ng • Transportation Environmental • PlannJng 380 Park Place Boulevard, Suite 300 Clearwater, Florida, 33759 www.tbegroup.com — 800.861.8314 License No. 3843 EIDS 1512 E. Broward Blvd. Fort Lauderdale, Florida, 33301 www.edsaplan.com - 954.524.3330 13 E J E LL fY ICU gc...•,m C LL Cz PROJECT NO.: 07024 DATE: August 18, 2008 SEAL: f� •• •4• OWNER: BVG Aquisitions,'Inc. PHASE: DRC SUBMITTAL SHEET DESCRIPTION: TREE REMOVAL PLAN SHEET NUMBER: L1.02 OM OME w �5 CKZ `D CA.0 three 4040 N. central OOExpwy I Dallas, I 2 4.559 telephone I 21f 555 .09990 suite Greystone Communities SantaFe HealthCare G R o v P C /v// EngJneerIng • Transportadon Envlronmenta/ • P/annJng 380 Park Place Boulevard, Suite 300 Clearwater, Florida, 33759 www.tbegroup.com — 800.861.8314 License No. 3843 1 EIDSA 1512 E. Broward Blvd. Fort Lauderdale, Florida, 33301 www.edsaplan.com - 954.524.3330 13 _f J < E J E X0 0) L— (U ICU Cz CCS ma+n Q L., i PROJECT NO.: 07024 DATE: August 18, 2008 SEAL: • OWNER: BVG Aquisitions, Inc. PHASE: DRC SUBMITTAL SHEET DESCRIPTION: TREE REMOVAL PLAN SHEET NUMBER: L1.03 1-- IZAI OO C= t n 1�+ F l r f W �. UK QC • �-- (!S 9. O _ z Im O �. I.- z Ira LLJ a� P -w y.j C6 three 4040 N. suite 200ExPwy I Dallas, I 214.559.4080 telephone I 21f 55559.09990 Greystone Communities SantaFe HealthCare air, G R 0 U P Clvll Englneer/ng • Transportation Environmental • Planning 380 Park Place Boulevard, Suite 300 Clearwater, Florida, 33759 www.tbegroup.com — 800.861.8314 License No. 3843 1512 E. Broward Blvd. Fort Lauderdale, Florida, 33301 www.edsaplan.com - 954.524.3330 < !_ ■ LL r C � L LU 'J CU _ a " v) CU - ct3 Q PROJECT NO.: 07024 DATE: August 18, 2008 SEAL: 11, V OWNER: BVG Aquisitions, Inc. PHASE: DRC SUBMITTAL SHEET DESCRIPTION: TREE REMOVAL PLAN SHEET NUMBER: L1.04 Im O �. I.- z Ira LLJ a� P -w y.j C6 three 4040 N. suite 200 75204 ( Dallas, Texas 12 telephone 080 I 21facsimile .0990 Greystone Communities SantaFe HealthCare G R 0 U P Clvil Engineering • Transportation Environmental • Planning 380 Park Place Boulevard, Suite 300 Clearwater, Florida, 33759 www.tbegroup.com — 800.861.8314 License No. 3843 EFD--))) t s� 1512 E. Broward Blvd. Fort Lauderdale, Florida, 33301 www.edsaplan.com - 954.524.3330 E3 r `a C < E J E LL U CU 4 � CU Cz Ct PROJECT NO.: 07024 DATE: August 18, 2008 SEAL: # b10, OWNER: BVG Aquisitions, Inc. PHASE: DRC SUBMITTAL SHEET DESCRIPTION: TREE REMOVAL PLAN SHEET NUMBER: L1.05 w- w cm / y LU Oil RE E':;) OM 5" z YU TREE REMOVAL SCHEDULE No. Caliper (In.) Common Name Scientific Name Rating Remain Relocate Remove 1 1 Queen Palm Syagrus romanzoffianum 3.5 Remain Remove 2 1 Queen Palm Syagrus romanzoffianum 3.5 Remain Remove 3 7 Live Oak Quercus virginiana 3.0 Remain Remove 4 8 Sweet Gum Liquidambar styraciflua 2.5 Remain Remove 5 7 Sweet Gum Liquidambar styraciflua 2.5 Remove 6 9 Sweet Gum Liquidambar styraciflua 3.0 Remain Remove 7 5 Live Oak Quercus virginiana 2.5 Remain Remove 8 15 Crape Myrtle Lagerstroemia indica 3.5 Remain Remove 9 5 Live Oak Quercus virginiana 2.5 Remain Remove 10 20 Ligustrum Ligustrum lucidum 3.5 Remain Remove 11 14 Sand Live Oak Quercus geminata 3.5 Remain Remove 12 11 Norfolk Island Pine Araucaria heterophylla 1.0 Remain Remove 13 8 Southern Red Cedar Juniperus silicicola 2.0 Remain Remove 14 5 Live Oak Quercus virginiana 2.0 Remain Remove 15 5 Live Oak Quercus virginiana 3.5 Remain Remove 16 16 Live Oak Quercus virginiana 3.5 Remain Remove 17 7 East Palatka Holly Ilex x attenuata 'East Palatka' 1.0 Remain Remove 18 1 Queen Palm Syagrus romanzoffianum 2.0 Remain Remove 19 5 Southern Magnolia Magnolia grandiflora 3.0 Remain Remove 20 8 Ligustrum Ligustrum lucidum 1.5 Remain Remove 21 7 Ligustrum Ligustrum lucidum 2.0 Remain Remove 22 10 Laurel Oak Quercus laurifolia 2.5 Remain Remove 23 22 Live Oak Quercus virginiana 3.0 Remain 24 22 Live Oak Quercus virginiana 3.0 Remain Remove 25 23 Live Oak Quercus virginiana 3.0 Remain Remove 26 37 Live Oak Quercus virginiana 3.0 Remain Remove 27 13 Pignut Hickory Carya glabra 2.5 Remain Remove 28 11 Shrub Quercus lauriflora 2.5 Remain Remove 29 27 Live Oak Quercus virginiana 3.0 Remain Remove 30 1 32 Live Oak Quercus virginiana 3.5 Remain Remove 31 33 Live Oak Quercus virginiana 3.5 Remain 32 1 Queen Palm Syagrus romanzoffianum 2.0 Remain Remove 33 16 Live Oak Quercus virginiana 3.0 Remain Remove 34 19 Live Oak Quercus virginiana 3.0 Remain Remove 35 30 Live Oak Quercus virginiana 3.0 Remain 36 42 Live Oak Quercus virginiana 2.5 Remain 37 26 Live Oak Quercus virginiana 3.0 Remain 38 18 Live Oak Quercus virginiana 3.5 Remain Remove 39 1 Queen Palm Syagrus romanzoffiana 2.5 Remove 40 27 Live Oak Quercus virginiana 3.0 Remain 41 30 Live Oak Quercus virginiana 4.0 Remain Remove 42 29 Live Oak Quercus virginiana 2.5 Remove 43 1 20 Live Oak Quercus virginiana 3.5 Remain Remove 44 24 Live Oak Quercus virginiana 3.5 Remove 45 17 Water Oak Quercus nigra 3.0 Remain Remove 46 7 Ligustrum Ligustrum lucidum 2.5 Remove 47 10 Ligustrum Ligustrum lucidum 3.0 Remain Remove 48 8 Ligustrum Ligustrum lucidum 3.0 Remain Remove 49 8 Ligustrum Ligustrum lucidum 3.0 Remain Remove 50 10 Ligustrum Ligustrum lucidum 2.0 Remain Remove 51 10 Ligustrum Ligustrum lucidum 3.0 Remain Remove 52 2 Canary Island Date Palm Phoenix canariensis 3.5 Remain Remove 53 2 Canary Island Date Palm Phoenix canariensis 4.0 Remain Remove 54 2 Canary Island Date Palm Phoenix canariensis 3.0 Remain Remove 55 11 Persimmon Diospyros virginiana 3.0 Remain Remove 56 12 Persimmon Diospyros virginiana 3.0 Remain 57 36 Live Oak Quercus virginiana 3.5 Remain Remove 58 20 Live Oak Quercus virginiana 2.0 Remove 59 2 Canary Island Date Palm Phoenix canariensis 3.5 Remain Remove 60 23 Live Oak Quercus virginiana 3.5 Remain Remove 61 24 Live Oak Quercus virginiana 3.0 Remain Remove 62 31 Live Oak Quercus virginiana 3.5 Remain Remove 63 22 Water Oak Quercus nigra 2.5 Remain Remove 64 32 Live Oak Quercus virginiana 3.0 Remain Remove 65 1 Queen Palm Syagrus romanzoffianum 3.0 Remain Remove 66 13 Live Oak Quercus virginiana 3.5 Remain Remove 67 19 Live Oak Quercus virginiana 3.5 Remain 68 24 Live Oak Quercus virginiana 3.0 Remain Remove 69 22 Live Oak Quercus virginiana 3.0 Remain Remove 70 8 East Palatka Holly Ilex x attenuata 'East Palatka' 1.0 Remove 71 10 East Palatka Holly Ilex x attenuata 'East Palatka' 1.0 Remain Remove 72 4 East Palatka Holly Ilex x attenuata 'East Palatka' 1.0 Remain Remove 73 5 East Palatka Holly Ilex x attenuata 'East Palatka' 1.0 Remain Remove 74 4 East Palatka Holly Ilex x attenuata 'East Palatka' 1.0 Remove 75 12 Laurel Oak Quercus lauriflora 2.5 Remain Remove 76 5 East Palatka Holly Ilex x attenuata 'East Palatka' 1.0 Remain Remove 77 1 Chinese Fan Palm Livistona chinensis 3.0 Remain Relocate 78 12 Southern Red Cedar Juniperus silicicola 2.0 Remain Remove 79 8 Chinese Holly Ilex comuta 2.0 Remove 80 8 Chinese Holly Ilex comuta 2.0 Remove 81 17 Water Oak Quercus nigra 2.0 Remain Remove 82 1 Queen Palm Syagrus romanzoffiana 3.5 Remove 83 7 Live Oak Quercus virginiana 2.0 Remove 84 7 Live Oak Quercus virginiana 2.5 Remain Remove 85 5 Crape Myrtle Lagerstroemia indica 3.0 Remain Remove 86 1 Queen Palm Syagrus romanzoffiana 2.5 Remain Remove 87 1 Queen Palm Syagrus romanzoffiana 2.5 Remain Remove 88 4 Citrus spp Citrus 2.0 Remain Remove 89 24 Longleaf Pine Pinus palustris 4.0 Remain Remove 90 4 Nagi Podocarpus Podocarpus nagi 3.0 Remain Remove 91 7 Nagi Podocarpus Podocarpus nagi 3.0 Remain Remove 92 1 Queen Palm Syagrus romanzoffiana 3.0 Remain Remove 93 4 East Palatka Holly Ilex x attenuata 'East Palatka' 1.0 Remain Remove 94 28 Live Oak Quercus virginiana 305 Remain Remove 95 1 Queen Palm Syagrus romanzoffiana 3.0 Remain 96 1 Washington Palm Washingtonia robusta 3.5 Remain Remove 97 12 Citrus spp Citrus 3.0 Remain Relocate Remove 98 6 Citrus spp Citrus 2.0 Relocate Remove 99 35 Live Oak Quercus virginiana 1.0 Remove 100 33 Live Oak Quercus virginiana 1.0 Remove 101 24 Live Oak Quercus virginiana 1.0 Remain Remove 102 14 Sand Live Oak Sabal palmetto 3.5 Remain Remove 103 24 Sand Live Oak Sabal palmetto 3.5 Remain Remove 104 15 Sand Live Oak Sabal palmetto 3.5 Remain Remove 105 2 Chinese Fan Palm Livistonia chinensis 3.5 Remain Remove 106 28 Laurel Oak Quercus lauriflora 2.0 Remove 107 21 Hong Kong Orchid Bauhinia blakeana 2.0 Remain Remove 108 24 Ear Tree Enterolobium contortisliquum 1.0 Remain Remove 109 10 Laurel Oak Quercus lauriflora 2.5 Remain Remove 110 10 Laurel Oak Quercus lauriflora 3.0 Remain Remove 111 10 Laurel Oak Quercus lauriflora 3.0 Remain Remove 112 15 Crape Myrtle Lagerstroemia indica 3.5 Remain Remove 113 6 Crape Myrtle Lagerstroemia indica 3.0 Remain Remove 114 10 Crape Myrtle Lagerstroemia indica 3.0 Remain 115 12 Crape Myrtle Lagerstroemia indica 3.0 Remain Remove 116 10 Laurel Oak Quercus lauriflora 3.0 Remain Remove 117 21 Water Oak Quercus nigra 3.0 Remain Remove 118 13 Red Bottlebrush Callistemon citrinus i 2.5 Remain Remove 119 1 1 Queen Palm Syagrus romanzoffiana 3.0 Remain 120 4 East Palatka Holly Ilex x attenuata 'East Palatka' 1.0 Remain Remove 121 4 East Palatka Holly Ilex x attenuata 'East Palatka' 1.0 Remain Remove 122 8 Live Oak Quercus virginiana 3.0 Remain Remove 123 17 Longleaf Pine Pinus palustris 3.0 Remain Remove 124 10 Live Oak Quercus virginiana 3.0 Remain 125 24 Longleaf Pine Pinus palustris 4.0 Remain Remove 126 4 East Palatka Holly Ilex x attenuata 'East Palatka' 1.0 Remove 127 1 Queen Palm Syagrus romanzoffiana 1.5 Remove 128 15 Live Oak Quercus virginiana 3.0 Remain 129 11 Laurel Oak Quercus lauriflora 2.5 Remain Remove 130 12 Nagi Podocarpus Podocarpus nagi 2.0 Remain Remove 131 12 Laurel Oak Quercus lauriflora 2.5 Remain Remove 132 23 Live Oak Quercus virginiana 4.0 Remain 133 27 Water Oak Quercus nigra 2.0 Remain Remove 134 24 Laurel Oak Quercus lauriflora 2.5 Remain Remove 135 30 Laurel Oak Quercus lauriflora 2.5 Remain Remove 136 21 Live Oak Quercus virginiana 3.0 , Remain 137 19 Live Oak Quercus virginiana 3.5 Remain 138 1 Queen Palm Syagrus romanzoffiana 3.0 Remain 139 25 Laurel Oak Quercus lauriflora 2.0 Remain Remove 140 1 Queen Palm Syagrus romanzoffiana 2.0 Remove 141 8 Laurel Oak Quercus lauriflora 3.0 Remain 142 1 Queen Palm Syagrus romanzoffiana 3.0 Remain Remove 143 4 East Palatka Holly Ilex x attenuata 'East Palatka' 1.0 Remove 144 10 Nagi Podocarpus Podocarpus nagi 2.5 Remain Remove 145 4 East Palatka Holly Ilex x attenuata 'East Palatka' 1.0 Remove 146 10 Ear Tree Ulmus parvifolisa 'Drake' 1.0 Remove 147 12 Ear Tree Ulmus parvifolisa 'Drake' 1.0 Remove 148 13 East Palatka Holly Ilex x attenuata 'East Palatka' 1.0 Remove 149 7 Drake Elm Ulmus parvifolisa 'Drake' 2.5 Remain Remove 150 6 Drake Elm Ulmus parvifolisa 'Drake' 2.5 Remain Remove 151 4 Drake Elm Ulmus parvifolisa 'Drake' 3.0 Remain 152 7 Laurel Oak Quercus lauriflora 2.0 Remove 153 28 Live Oak Quercus virginiana 3.5 Remain Remove 154 4 Crape Myrtle Lagerstroemia indica 3.0 Remain Remove 155 5 Crape Myrtle Lagerstroemia indica 3.0 Remain Remove 156 1 Queen Palm Syagrus romanzoffiana 2.0 Remain Remove 157 1 Queen Palm Syagrus romanzoffiana 3.0 Remain 158 6 Ligustrum Ligustrum lucidum 3.0 Remain Remove 159 12 Nagi Podocarpus Podocarpus nagi 2.5 Remove 160 24 Laurel Oak Quercus lauriflora 3.0 Remain Remove 161 11 Nagi Podocarpus Podocarpus nagi 2.0 Remove 162 5 East Palatka Holly Ilex x attenuata 'East Palatka' 1.0 Remove 163 60 Ear Tree Ulmus parvffolisa 'Drake' 1.0 Remove 164 15 Live Oak Quercus virginiana 3.0 Remain Remove 165 24 Live Oak Quercus virginiana 3.5 Remain Remove 166 2 Canary Island Date Palm Phoenix canariensis 2.5 Remove 167 11 Live Oak Quercus virginiana 2.0 Remove 168 31 Sand Live Oak Sabal palmetto 4.0 Remain 169 30 East Palatka Holly Ilex x attenuata 'East Palatka' 1.0 Remove 170 9 Camphor Cinnamomum camphora 0.0 Remove 171 8 Citrus spp Citrus 2.5 Remove 172 10 Live Oak Quercus virginiana 3.0 Remain Remove 173 2 Canary Island Date Palm Phoenix canariensis 3.0 Remain Remove 174 24 Live Oak Quercus virginiana 3.0 Remain Remove 175 41 Laurel Oak Quercus lauriflora 2.0 Remove 176 4 Crape Myrtle Lagerstroemia indica 3.0 Remain Remove 177 5 Crape Myrtle Lagerstroemia indica 3.0 Remain Remove 178 6 Crape Myrtle Lagerstroemia indica 3.0 Remain 179 7 Crape Myrtle Lagerstroemia indica 3.0 Remain Remove 180 4 Crape Myrtle Lagerstroemia indica 2.0 Remove 181 6 East Palatka Holly Ilex x attenuata 'East Palatka' 1.0 Remove 182 32 Live Oak Quercus virginiana 4.0 Remain Remove 183 15 Camphor Prunus caroliniana 0.0 Remove 184 5 Red Bottlebrush Callistemon citrinus 2.0 Remove 185 10 Live Oak Quercus virginiana 3.0 Remain Remove 186 13 Live Oak Quercus virginiana 2.0 Remain Remove 187 11 Live Oak Quercus virginiana 3.0 Remain 188 12 Live Oak Quercus virginiana 3.0 Remain Remove 189 15 Live Oak Quercus virginiana 2.5 Remain Remove 190 14 Live Oak Quercus virginiana 3.0 Remain Remove 191 12 Live Oak Quercus virginiana 2.5 Remain Remove 192 1 12 Live Oak Quercus virginiana 2.5 Remove 193 5 East Palatka Holly Ilex x attenuata 'East Palatka' 1.0 Remain Remove 194 5 Red Bottlebrush Callistemon citrinus 3.0 Remain Remove 195 8 Red Bottlebrush Callistemon citrinus 2.5 Remove 196 10 Red Bottlebrush Callistemon citrinus 3.0 Remain 197 8 East Palatka Holly Ilex x attenuata 'East Palatka' 1.0 Remove 198 12 Water Oak Quercus nigra 2.5 Relocate Remove 199 18 Water Oak Quercus nigra 2.5 Relocate Remove 200 9 Live Oak lQuercus virginiana 2.0 Remove 201 10 Live Oak Quercus virginiana 2.5 Remain 202 5 East Palatka Holly Ilex x attenuate 'East Palatka' 1.0 Remove 203 8 East Palatka Holly Ilex x attenuata'East Palatka' 1.0 Remove 204 5 East Palatka Holly Ilex x attenuate 'East Palatka' 1.0 Remove 205 18 Live Oak Quercus virginiana 2.5 Remove 206 25 Sand Live Oak Quercus geminata 2.5 Remove 207 2 Canary Island Date Palm Phoenix canariensis 3.0 Remain 208 6 Laurel Oak Quercus lauriflora 3.0 Remain 209 7 Laurel Oak Quercus lauriflora 3.0 Remain 210 10 Laurel Oak Quercus lauriflora 2.5 Remove 211 4 East Palatka Holly Ilex x attenuata 'East Palatka' 1.0 Remove 212 4 East Palatka Holly Ilex x attenuata 'East Palatka' 1.0 Remove 213 5 East Palatka Holly Ilex x attenuata 'East Palatka' 1.0 Remove 214 1 Queen Palm Syagrus romanzoffiana 3.0 Remain 215 25 Longleaf Pine Pinus palustris 1.0 Remove 216 7 Cherry Laurel Prunus caroliniana 1.5 Remove 217 8 Water Oak Quercus nigra 2.0 Remove 218 48 Live Oak Quercus virginiana 4.5 Remain 219 1 Pindo Palm Butia capitata 3.0 Remain 220 8 Laurel Oak Quercus lauriflora 3.0 Remain 221 8 Laurel Oak Quercus lauriflora 3.0 Remain 222 10 Laurel Oak Quercus lauriflora 2.5 Remove 223 1 Queen Palm Syagrus romanzoffiana 3.0 Remain 224 10 Laurel Oak Quercus lauriflora 3.0 Remain 225 6 East Palatka Holly Ilex x attenuata 'East Palatka' 1.0 Remove 226 8 East Palatka Holly Ilex x attenuata 'East Palatka' 1.0 Remove 227 8 East Palatka Holly Ilex x attenuata 'East Palatka' 1.0 Remove 228 6 Crape Myrtle Lagerstroemia indica 3.0 Remain 229 6 Crape Myrtle Lagerstroemia indica 3.0 Remain 230 17 Longleaf Pine Pinus palustris 3.5 Remain 231 19 Longleaf Pine Pinus palustris 4.0 Remain 232 8 Crape Myrtle Lagerstroemia indica 3.0 Remain 233 4 Crape Myrtle Lagerstroemia indica 3.0 Remain 234 9 Crape Myrtle Lagerstroemia indica 3.0 Remain 235 6 Crape Myrtle Lagerstroemia indica 3.0 Remain 236 22 Sand Live Oak Sabal palmetto 3.5 Remain 237 13 Sand Live Oak Sabal palmetto 3.5 Remain 238 6 Sand Live Oak Sabal palmetto 3.0 Remain 239 16 Sand Live Oak Sabal palmetto 3.5 Remain 240 23 Laurel Oak Quercus lauriflora 2.0 Remove 241 1 Queen Palm Syagrus romanzoffiana 3.0 Remain 242 22 Laurel Oak Quercus lauriflora 2.5 Remove 243 9 Laurel Oak Quercus lauriflora 2.5 Remove 244 30 Live Oak Quercus virginiana 2.5 Remain 245 7 Chinese Tallow Sapium sebiferum 0.0 Remove 246 6 Chinese Tallow Sapium sebiferum 0.0 Remove 247 13 Chinese Tallow Sapium sebiferum 0.0 Remove 248 12 Chinese Tallow Sapium sebiferum 0.0 Remove 249 14 Live Oak Quercus virginiana 3.0 Remain 250 16 Live Oak Quercus virginiana 3.0 Remain 251 28 Live Oak Quercus virginiana 2.5 Remain 252 17 Norfolk Island Pine Araucaria heterophylla 1.0 Remove 253 13 Southern Magnolia Magnolia grandiflora 2.0 Remove 254 1 Queen Palm Syagrus romanzoffiana 2.0 Remove 255 1 Queen Palm Syagrus romanzoffiana 1.5 Remove 256 16 Live Oak Quercus virginiana 3.0 Remain 257 12 Live Oak Quercus virginiana 3.0 Remain 258 8 Norfolk Island Pine Araucaria heterophylla 1.0 Remove 259 20 East Palatka Holly Ilex x attenuata 'East Palatka' 1.0 Remove 260 8 Laurel Oak Quercus lauriflora 2.5 Remove 261 6 Live Oak Quercus virginiana 2.5 Remove 262 7 Live Oak Quercus virginiana 2.0 Remove 263 22 East Palatka Holly Ilex x attenuata 'East Palatka' 1.0 Remove 264 15 Live Oak Quercus virginiana 1.5 Remove 265 14 Laurel Oak Quercus lauriflora 2.0 Remove 266 16 Ear Tree Ulmus parvifolisa 'Drake' 1.0 Remove 267 24 Water Oak Quercus nigra 2.0 Remove 268 1 18 Sand Live Oak Sabal palmetto 4.5 Remain 269 7 Magnolia Magnolia 1.5 Remove 270 16 Jacaranda Jacaranda mimosifolia 1.0 Remove 271 15 Cherry Laurel Prunus caroliniana 2.0 Remove 272 18 Chinese Tallow Tdadica sebifera 0.0 Remove 273 11 Cherry Laurel Prunus caroliniana 1.5 Remove 274 14 Nagi Podocarpus Podocarpus nagi 2.0 Remove 275 17 Cherry Laurel Prunus caroliniana 1.0 Remove 276 1 Queen Palm Syagrus romanzoffiana 2.5 Remove 277 7 Live Oak Quercus virginiana 2.5 Remove 278 20 Longleaf Pine Pinus palustris 4.5 Remain 279 4 Crape Myrtle Lagerstroemia indica 3.0 Remove 280 12 Live Oak Quercus virginiana 2.5 Remove 281 8 Cherry Laurel Prunus caroliniana 1.5 Remove 282 1 Queen Palm Syagrus romanzoffiana 1.5 Remove 283 9 Cherry Laurel Prunus caroliniana 1.5 Remove 284 5 Cherry Laurel Prunus caroliniana 2.0 Remove 285 7 Cherry Laurel Prunus caroliniana 2.0 Remove 286 9 Laurel Oak Quercus lauriflora 3.0 Remain 287 11 Crape Myrtle Lagerstroemia indica 3.0 Remain 288 7 Live Oak Quercus virginiana 2.5 Remove 289 8 Live Oak Quercus virginiana 2.5 Remove 290 13 Hong Kong Orchid Bauhinia blakeana 1.0 Remove 291 8 Live Oak Quercus virginiana 3.0 Remove 292 10 Norfolk Island Pine Araucaria heterophylla 1.0 Remove 293 21 Live Oak Quercus virginiana 4.0 Remain 294 11 Live Oak Quercus virginiana 3.0 Remove 295 7 Live Oak Quercus virginiana 2.0 Remove 296 51 Live Oak Quercus virginiana 4.5 Remain 297 2 Canary Island Date Palm Phoenix canariensis 3.0 Remove 298 2 Canary Island Date Palm Phoenix canariensis 3.0 Relocate 299 2 Canary Island Date Palm Phoenix canariensis 3.0 Relocate 300 7 Citrus spp Citrus 2.0 Remove three v 4040 N. suite 200 I Dales, 75204 Texas I 2 telephone 0 I 214facsirdle Greystone Communities SantaFe HealthCare 1 ro Ir G R O U P Clvll Engineeift • Transportodon Envlionmontal • Planning 380 Park Place Boulevard, Suite 300 Clearwater, Florida, 33759 www.tbegroup.com - 800.851.8314 License No. 3843 EIDSAI 1512 E. Broward Blvd. Fort Lauderdale, Florida, 33301 www.edsaplan.com - 954.524.3330 E .J E LL C) CD J cu CU a' W U_ CZ U M CD l PROJECT NO.: 07024 DATE: August 18, 2008 SEAL: - l"'O,-III I,. i MVa • 6 OWNER: BVG Aquisitions, Inc. PHASE: DRC SUBMITTAL SHEET DESCRIPTION: TREE REMOVAL SCHEDULE SHEET NUMBER: L1.06 0 w �s CD C= a;7 co 9 = Ki �o j�- U TREE REMOVAL SCHEDULE - CONTINUED 301 6 Citrus spp Citrus 2.0 Remove 302 46 Live Oak Quercus virginiana 4.0 Remain 303 30 Live Oak Quercus virginiana 4.5 Remain Remove 304 6 Indian Rosewood Dalbergia sissoo 1.0 Remove 305 6 Chinese Tallow Triadica sebifera 1.0 Relocate Remove 306 1 Queen Palm Syagrus romanzoffiana 2.5 Remove 307 12 Live Oak Quercus virginiana 3.5 Remain Remove 308 22 Live Oak Quercus virginiana 2.5 Remove 309 1 Queen Palm Syagrus romanzoffiana 3.0 Remain Remove 310 11 Live Oak Quercus virginiana 2.5 Remain Remove 311 11 Live Oak Quercus virginiana 2.5 Remain Remove 312 10 Live Oak Quercus virginiana 2.5 Remain Remove 313 18 Live Oak Quercus virginiana 2.5 Remain Remove 314 17 Live Oak Quercus virginiana 2.5 Remain Remove 315 31 Live Oak Quercus virginiana 3.5 Remove 316 49 Live Oak Quercus virginiana 2.5 Remain Remove 317 38 Live Oak Quercus virginiana 3.0 Remain Remove 318 24 Live Oak Quercus virginiana 3.0 Remain Remove 319 26 Live Oak Quercus virginiana 3.0 Remain 320 7 Ligustrum Ligustrum lucidum 3.0 Remain Relocate Remove 321 17 Live Oak Quercus virginiana 3.5 Remain Remove 322 13 Laurel Oak Quercus lauriflora 2.5 Remain Remove 323 24 Live Oak Quercus virginiana 2.5 Remain 324 40 Live Oak Quercus virginiana 2.5 Remain 325 1 Sabal Palm Sabal palmetto 3.0 Remain 326 13 Live Oak Quercus virginiana 2.5 Remain Remove 327 24 Laurel Oak Quercus lauriflora 2.0 Remove 328 23 Live Oak Quercus virginiana 3.0 Remain Remove 329 1 Queen Palm Syagrus romanzoffiana 2.0 Remove 330 8 Laurel Oak Quercus lauriflora 2.5 Remove 331 4 East Palatka Holly Rex x attenuata 'East Palatka' 1.0 Remain Remove 332 4 East Palatka Holly Rex x attenuata 'East Palatka' 1.0 Remain Remove 333 5 East Palatka Holly Rex x attenuata 'East Palatka' 1.0 Remain Remove 334 5 East Palatka Holly Rex x attenuata 'East Palatka' 1.0 Remove 335 8 Southern Magnolia Magnolia grandiflora 3.5 Remain Remove 336 32 East Palatka Holly Rex x attenuata 'East Palatka' 1.0 Remain Remove 337 20 Live Oak Quercus virginiana 2.5 Remain Remove 338 41 Live Oak Quercus virginiana 2.5 Relocate Remove 339 1 Queen Palm Syagrus romanzoffiana 3.0 Remain Relocate Remove 340 18 Sand Live Oak Quercus geminata 3.0 Remain Remove 341 11 Laurel Oak Quercus lauriflora 2.5 Remain Remove 342 13 Water Oak Quercus nigra 2.0 Remove 343 343 Live Oak Quercus virginiana 2.5 Remove 344 1 Sabal Palm Sabal palmetto 3.0 Remain Remove 345 18 Water Oak Quercus nigra 2.0 Remain Remove 346 1 7 Norfolk Island Pine Araucaria heterophylla 1.0 Remove 347 14 Laurel Oak Quercus lauriflora 3.0 Remain Remove 348 14 Chinese Tallow Triadica sebifera 1.0 Remain Remove 349 1 Queen Palm Syagrus romanzoffiana 3.0 Remain Remove 350 2 Canary Island Date Palm Phoenix canariensis 3.0 Remain Relocate 351 36 East Palatka Holly Rex x attenuata 'East Palatka' 1.0 Remove 352 29 laurel Oak Quercus lauriflora 3.0 Remain Remove 353 15 Laurel Oak Quercus lauriflora 2.5 Remove 354 2 Sabal Palm Sabal palmetto 3.0 Remain Remove 355 4 East Palatka Holly Rex x attenuata 'East Palatka' 1.0 Remain Remove 356 26 Live Oak Quercus virginiana 2.5 Remain Relocate 357 22 Live Oak Quercus virginiana 2.5 Remain 358 2 Chinese Fan Palm Livistona chinensis 4.0 Remain Relocate Remove 359 6 Laurel Oak Quercus lauriflora 1.5 Remain Remove 360 8 Laurel Oak Quercus laurillora 3.5 Remain Remove 361 58 Live Oak Quercus virginiana 3.0 Remain Remove 362 2 Chinese Fan Palm Livistona chinensis 3.5 Remain Remove 363 2 Chinese Fan Palm Livistona chinensis 3.5 Remain Remove 364 25 Drake Elm Ulmus parafolisa 'Drake' 3.0 Remove 365 16 Drake Elm Ulmus parvifolisa 'Drake' 2.0 Remove 366 25 Drake Elm Ulmus parvifolisa 'Drake' 3.0 Remain Remove 367 39 Live Oak Quercus virginiana 3.5 Remain Remove 368 1 Washington Palm Washingtonia robusta 3.0 Remain Remove 369 53 Live Oak Quercus virginiana 2.0 Remain Remove 370 7 Crape Myrtle Lagerstroemia indica 3.0 Remain Remove 371 4 Crape Myrtle Lagerstroemia indica 3.0 Remain Remove 372 8 Crape Myrtle Lagerstroemia indica 3.0 Remain Relocate Remove 373 12 Crape Myrtle Lagerstroemia indica 3.0 Remain Remove 374 11 Crape Myrtle Lagerstroemia indica 3.0 Remain Remove 375 8 Crape Myrtle Lagerstroemia indica 2.5 Remain Remove 376 7 Crape Myrtle Lagerstroemia indica 2.5 Remain Remove 377 9 Golden Rain Tree Koelreuteria paniculata 2.0 Remain Remove 378 12 Red Maple Acer rubrum 2.5 Remain Remove 379 1 Washington Palm Washingtonia robusta 4.5 Remain Remove 380 1 Washington Palm Washingtonia robusta 3.5 Remove 381 1 Washington Palm Washingtonia robusta 3.5 Remove 382 29 Live Oak Quercus virginiana 2.0 Remain Remove 383 16 Live Oak Quercus virginiana 1.5 Remain Remove 384 25 Live Oak Quercus virginiana 3.5 Remain Remove 385 24 Live Oak Quercus virginiana 3.5 Remain Remove 386 1 21 Live Oak Quercus virginiana 3.5 Remain Remove 387 50 Live Oak Quercus virginiana 4.0 Remain Remove 388 19 Live Oak Quercus virginiana 2.5 Remain Remove 389 29 Live Oak Quercus virginiana 3.0 Remain Remove 390 29 Live Oak Quercus virginiana 3.5 Remove 391 20 Live Oak Quercus virginiana 2.5 Remain Remove 392 2 Chinese Fan Palm Livistona chinensis 4.0 Remain Relocate Remove 393 2 Chinese Fan Palm Livistona chinensis 4.0 Remain Relocate Remove 394 2 Chinese Fan Palm Livistona chinensis 4.0 Relocate Remove 395 1 Washington Palm Washingtonia robusta 2.0 Remain Remove 396 1 Washington Palm Washingtonia robusta 3.5 Remain Remove 397 15 Laurel Oak Quercus laurillora 3.5 Remain Remove 398 35 Live Oak I Quercus virginiana 4.0 Remain Remove 399 18 Live Oak Quercus virginiana 2.5 Remain Remove 400 12 Live Oak Quercus virginiana 2.0 Rema Remove 401 5 Lime Oak Quercus virginiana 1.5 Remove 402 11 Live Oak Quercus virginiana 3.0 Remain 403 5 Live Oak Quercus virginiana 2.0 Remove 404 9 Live Oak Quercus virginiana 2.0 Remove 405 12 Live Oak Quercus virginiana 2.0 Relocate Remove 406 14 Stump Quercus virginiana 0.0 Remove 407 11 Laurel Oak Quercus lauriflora 2.5 Remain Remove 408 9 Live Oak Quercus virginiana 2.0 Remove 409 6 Laurel Oak Quercus lauriflora 0.5 Remain Remove 410 29 Live Oak Quercus virginiana 4.0 Remain Remove 411 33 Live Oak Quercus virginiana 4.0 Remain Remove 412 1 12 Live Oak Quercus virginiana 2.0 Remain Remove 413 15 Live Oak Quercus virginiana 2.0 Remain Remove 414 8 Live Oak Quercus virginiana 1.5 Remain Remove 415 10 Laurel Oak Quercus lauriflora 2.0 Remove 416 12 Laurel Oak Quercus lauriflora 1.0 Remain Remove 417 11 Water Oak Quercus nigra 0.5 Remain Remove 418 17 Live Oak Quercus virginiana 2.5 Remove 419 16 Live Oak Quercus virginiana 3.5 Remain 420 24 Live Oak Quercus virginiana 3.0 Remain Remove 421 15 Live Oak Quercus virginiana 2.5 Remain Remove 422 18 Live Oak Quercus virginiana 2.5 Remain Remove 423 10 Live Oak Quercus virginiana 3.0 Remain 424 33 Live Oak Quercus virginiana 3.0 Remain 425 5 Cheny Laurel Prunus caroliniana 2.0 Remain 426 6 Cherry Laurel Prunus caroliniana 2.0 Remain Remove 427 10 Live Oak Quercus virginiana 2.0 Remove 428 8 Laurel Oak Quercus lauriflora 1.0 Remove 429 23 Laurel Oak Quercus lauriflora 2.0 Remove 430 13 Live Oak Quercus virginiana 2.0 Remove 431 29 Live Oak Quercus virginiana 3.0 Remain Remove 432 24 Live Oak Quercus virginiana 2.5 Remain 433 62 Live Oak Quercus virginiana 2.5 Remain Remove 434 1 1 Queen Palm Syagrus romanzoffiana 2.0 Remove 435 32 Live Oak Quercus virginiana 2.0 Remain Remove 436 32 Live Oak Quercus virginiana 4.0 Remain 437 20 Camphor Cinnamomum camphora 0.0 Remain Remove 438 6 Viburnum Viburnum 3.0 Relocate Remove 439 6 Laurel Oak Quercus lauriflora 3.0 Remain Relocate 440 10 Southern Magnolia Magnolia grandiiora 3.5 Remain 441 19 Avocado Persea americana 1.5 Remain Remove 442 6 Crape Myrtle Lagerstroemia indica 3.5 Remove 443 6 Crape Myrtle Lagerstroemia indica 4.0 Remove 444 8 Laurel Oak Quercus lauriflora 3.5 Remain 445 10 Fire Thom Pyracantha coccinea 3.0 Remain Remove 446 6 Crape Myrtle Lagerstroemia indica 3.0 Remove 447 35 Live Oak Quercus virginiana 3.0 Remain Remove 448 67 Live Oak Quercus virginiana 2.0 Remain Remove 449 24 Live Oak Quercus virginiana 3.5 Remain Remove 450 62 Live Oak Quercus virginiana 3.5 Remain 451 1 Washington Palm Washingtonia robusta 0.0 Remove 452 28 Water Oak Quercus nigra 2.0 Remove 453 14 Live Oak Quercus virginiana 2.5 Remove 454 17 Slash Pine Pinus elliottii 3.0 Remain 455 16 Laurel Oak Quercus lauriflora 3.0 Remain 456 31 Live Oak Quercus virginiana 3.0 Remain Relocate 457 29 Live Oak Quercus virginiana 3.0 Remain 458 8 Live Oak Quercus virginiana 1.5 Remain Remove 459 9 Live Oak Quercus virginiana 2.0 Remain Remove 460 23 Live Oak Quercus virginiana 3.5 Remain 461 34 Live Oak Quercus virginiana 1.0 Remain Remove 462 28 Water Oak Quercus nigra 1.0 Remain Remove 463 12 Live Oak Quercus virginiana 2.0 Remove 464 12 Water Oak Quercus nigra 2.0 Remove 465 13 Live Oak Quercus virginiana 2.5 Remove 466 13 Live Oak Quercus virginiana 3.0 Remain Remove 467 24 Live Oak Quercus virginiana 3.0 Remain Remove 468 24 Live Oak Quercus virginiana 3.5 Remain 469 26 Live Oak Quercus virginiana 3.5 Remain Remove 470 29 Live Oak Quercus virginiana 4.0 Remain 471 25 Live Oak Quercus virginiana 3.5 Remain 472 36 Live Oak Quercus virginiana 3.0 Remain Relocate 473 2 Canary Island Date Palm Phoenix canariensis 4.5 Remain 474 2 Canary Island Date Palm Phoenix canariensis 3.5 Remain Remove 475 44 Live Oak Quercus virginiana 2.5 Remain Remove 476 26 Live Oak Quercus virginiana 3.5 Remain Remove 477 39 Live Oak Quercus virginiana 3.0 Remain Remove 478 29 Live Oak Quercus virginiana 3.0 Remain Remove 479 28 Live Oak Quercus virginiana 3.5 Remain Remove 480 24 Live Oak Quercus virginiana 3.5 Remove 481 21 Water Oak Quercus nigra 2.0 Remove 482 12 Chinese Tallow Triadica sebifera 0.0 Remain Remove 483 9 Chinese Tallow Triadica sebifera 0.0 Remove 484 37 Live Oak Quercus virginiana 2.5 Remain Remove 485 12 Persimmon Diospyros virginiana 3.0 Remain Remove 486 18 Live Oak Quercus virginiana 2.0 Remain Remove 487 26 Live Oak Quercus virginiana 3.5 Remain Remove 488 22 Live Oak Quercus virginiana 3.0 Remain Remove 489 29 Live Oak Quercus virginiana 4.0 Remain Remove 490 12 Live Oak Quercus virginiana 2.0 Remove 491 24 Water Oak Quercus nigra 2.5 Remain Remove 492 23 Live Oak Quercus virginiana 3.0 Remain Remove 493 36 Live Oak Quercus virginiana 3.0 Remain Remove 494 18 Live Oak Quercus virginiana 1.0 Remove 495 1 Sabal Palm Sabal palmetto 3.5 Remain Remove 496 1 Washington Palm Washingtonia robusta 3.5 Remain Remove 497 1 Washington Palm Washingtonia robusta 0.5 Remove 498 25 Laurel Oak Quercus lauriflora 3.5 Remain Remove 499 31 Water Oak Quercus nigra 1.5 Remove 500 1 26 Live Oak Quercus virginiana 3.0 Rema Remove 501 8 Citrus spp Citrus 2.0 Remove 502 26 Live Oak Quercus virginiana 3.0 Remain 503 51 Water Oak Quercus nigra 1.5 Remove 504 36 Laurel Oak Quercus lauriflora 2.0 Remove 505 2 Canary Island Date Palm Phoenix canariensis 3.5 Relocate 506 11 Live Oak Quercus virginiana 2.0 Remove 507 13 Live Oak Quercus virginiana 2.5 Remove 508 26 Live Oak Quercus virginiana 3.0 Remove 509 2 Canary Island Date Palm Phoenix canariensis 4.0 Remain 510 20 Live Oak Quercus virginiana 3.0 Remove 511 19 Live Oak Quercus virginiana 3.0 Remove 512 24 Live Oak Quercus virginiana 3.0 Remain 513 36 Live Oak Quercus virginiana 3.5 Remain 514 2 Canary Island Date Palm Phoenix canariensis 3.5 Remain 515 19 Live Oak Quercus virginiana 1.5 Remove 516 20 Live Oak Quercus virginiana 3.0 Remain 517 16 Live Oak Quercus virgimana 3.0 Remain 518 32 Live Oak Quercus virginiana 2.0 Remove 519 12 Live Oak Quercus virginiana 2.5 Remain 520 1 Washington Palm Washingtonia robusta 0.0 Remove 521 20 Laurel Oak Quercus lauriflora 3.0 Remain 522 17 Red Maple Callistemon citrinus 3.0 Remain 523 28 Laurel Oak Quercus lauriflora 3.0 Remain 524 15 Live Oak Quercus virginiana 2.5 Remain 525 1 Sabal Palm Sabal palmetto 4.0 Remain 526 26 Live Oak Quercus virginiana 3.5 Remove 527 46 Live Oak Quercus virginiana 2.0 Remove 528 12 Laurel Oak Quercus lauriflora 3.0 Remove 529 13 Southern Magnolia Magnolia grandiflora 2.5 Remove 530 36 Live Oak Quercus virginiana 3.0 Remove 531 15 Camphor Cinnamomum camphora 0.0 Remove 532 2 Canary Island Date Palm Phoenix canariensis 3.5 Remain 533 23 Water Oak Quercus nigra 1.0 Remove 534 30 American Elm Ulmus americana 2.5 Remove 535 2 Canary Island Date Palm Phoenix canariensis 3.0 Remain 536 42 Laurel Oak Quercus lauriflora 2.5 Remain 537 Coastal Plain Willow Salix caroliniana n/a Remain 538 23 Live Oak Quercus virgimana 3.0 Relocate 539 20 Live Oak Quercus virginiana 3.0 Remain 540 63 Live Oak Quercus virginiana 2.5 Remain 541 19 Live Oak Quercus virginiana 3.5 Remain 542 13 Live Oak Quercus virginiana 0.5 Remove 543 9 Live Oak Quercus virginiana 2.0 Remove 544 36 Live Oak Quercus virginiana 3.5 Remain 545 24 Live Oak Quercus virginiana 3.0 Remain 546 9 East Palatka Holly Ilex x attenuata 'East Palatka' 1.0 Remove 547 1 Queen Palm Syagrus romanzoffiana 2.0 Remove 548 5 East Palatka Holly Ilex x attenuata 'East Palatka' 1.0 Remove 549 8 Ligustrum Ligustrum lucidum 4.0 Remove 550 12 Live Oak Quercus virginiana 3.5 Remain 551 6 Crape Myrtle Lagerstroemia indica 3.5 Remove 552 6 Chinese Tallow Triadica sebifera 0.0 Remove 553 13 Southern Red Cedar Juniperus silicicola 2.5 Remove 554 21 Water Oak Quercus nigra 3.5 Remain 555 28 Sand Live Oak Sabal palmetto 4.5 Remain 556 6 Crape Myrtle Lagerstroemia indica 3.0 Relocate 557 18 Longleaf Pine Pinus palustris 3.5 Remain 558 18 Longleaf Pine Pinus palustris 3.5 Remain 559 18 Longleaf Pine Pinus palustris 2.5 Remain 560 23 Longleaf Pine Pinus palustris 4.0 Remain 561 20 Longleaf Pine Pinus palustris 3.5 Remain 562 26 Longleaf Pine Pinus palustris 3.5 Remain 563 17 Live Oak Quercus virginiana 2.0 Remove 564 19 Live Oak Quercus virginiana 1.5 Remove 565 11 Cuban Laurel Ficus retusa 0.0 Remove 566 22 Southern Red Cedar Juniperus silicicola 1.5 Remove 567 1 Queen Palm Syagrus romanzoffiana 3.0 Remove 568 9 Live Oak Quercus virginiana 4.0 Remain 569 22 Camphor Cinnamomum camphora 0.0 Remove 570 48 Laurel Oak Quercus lauriflora 3.0 Remain 571 12 Live Oak Quercus virginiana 2.5 Remain 572 11 Live Oak Quercus virginiana 3.5 Relocate 573 9 Live Oak Quercus virginiana 3.0 Remain 574 12 Citrus spp Citrus 1.5 Remove 575 26 Live Oak Quercus virginiana 3.0 Remove 576 6 Citrus spp Citrus 0.5 Remove 577 9 Camphor Cinnamomum camphora 0.0 Remove 578 23 Live Oak Quercus virginiana 3.5 Remove 579 22 Live Oak Quercus virginiana 3.0 Remove 580 1 Queen Palm Syagrus romanzoffiana 2.5 Remove 581 1 Queen Palm Syagrus romanzoffiana 3.0 Remove 582 29 Sand Live Oak Sabal palmetto 3.5 Remain 583 27 East Palatka Holly Ilex x attenuata 'East Palatka' 1.0 Remove 584 30 Laurel Oak Quercus lauriflora 2.0 Remove 585 12 Arborvitae Platycladus orientalis 3.0 Remove 586 1 Queen Palm Syagrus romanzoffiana 2.0 Remove 587 8 Citrus spp Citrus 3.0 Remove 588 14 Southern Red Cedar Juniperus silicicola 3.5 Remove 589 40 Chinaberry Melia azedarach 0.0 Remove 590 22 Southern Red Cedar Juniperus silicicola 1.5 Remove 591 18 Live Oak Quercus virginiana 3.5 Remain 592 10 Avocado Persea americana 1.5 Remove 593 15 Water Oak Quercus nigra 3.0 Remove 594 7 Drake Elm Ulmus parvifolisa 'Drake' 3.0 Remove 595 6 Chinese Juniper Juniperus chinensis 'torulosa' 3.0 Remove 596 19 Live Oak Quercus virginiana 2.5 Remove 597 18 Live Oak Quercus virginiana 2.5 Remove 598 24 Live Oak Quercus virginiana 3.0 Remove 599 1 Queen Palm Syagrus romanzoffiana 2.0 Remove 600 2 Chinese Fan Palm Livistona chinensis 4.0 Remove three 4040 N. Central Expwy I Dallas. Texas 1 214 .559AO80 I 214.559.0990 suite 200 75204 telephone facsimile Greystone Communities SantaFe HealthCare G R 0 U P C/vf/ Engwoerfng • Tranepartat/an Envftnmenta/ • P/ann/ng 380 Park Place Boulevard, Suite 300 Clearwater, Florida, 33759 www.tbegroup.com - 800.861.8314 License No. 3843 E 11 5 1512 E. Broward Blvd. Fort Lauderdale, Florida, 33301 www.edsaplan.com - 954.524.3330 13 _a c E J LL i � =�•g U Q ca a) U) d ILL. Cz U c/n ii PROJECT NO.: 07024 DATE: August 18, 2008 SEAL: •s •�' OWNER: " BVG Aquisitions, Inc. PHASE: DRC SUBMITTAL SHEET DESCRIPTION: TREE REMOVAL SCHEDULE SHEET UMBER: L1.Q7 Q Vt Lu ON) r LL, C= c� C= CI O 06 TREE REMOVAL SCHEDULE - CONTINUED 601 1 Washington Palm Washingtonia robusta 2.5 Remove 602 1 Washington Palm Washingtonia robusta 2.5 Remove 603 1 Washington Palm Washingtonia robusta 2.5 Remove 604 1 Washington Palm Washingtonia robusta 2.5 Remove 605 1 Washington Palm Washingtonia robusta 2.5 Remove 606 74 Live Oak Quercus virginiana 3.0 Remove 607 22 Water Oak Quercus nigra 2.0 Remove 608 28 Live Oak Quercus virginiana 2.0 Remove 609 19 Live Oak Quercus % irginiana 2.5 Remove 610 20 Live Oak Quercus virginiana 2.5 Remove 611 12 Live Oak Quercus virginiana 3.0 Remove 612 12 Live Oak Quercus virginiana 3.0 Relocate 613 14 East Palatka Holly Ilex x attenuata 'East Palatka' 1.0 Remove 614 24 Laurel Oak Quercus lauriflora 2.5 Remove 615 14 Live Oak Quercus virginiana 3.0 Remove 616 13 Live Oak Quercus virginiana 2.5 Remove 617 52 Live Oak Quercus virginiana 2.5 Remove 618 7 Citrus spp Citrus 2.0 Remove 619 5 Citrus spp Citrus 2.5 Remove 620 12 Italian Cypress Cupressus sempervirens 2.0 Remove 621 12 Italian Cypress Cupressus sempervirens 2.0 Remove 622 24 Water Oak Quercus nigra 0.5 Remove 623 8 Drake Elm Ulmus parvifolisa 'Drake' 1.5 Remove 624 21 Water Oak Quercus nigra 3.0 Remove 625 26 Sand Live Oak Quercus geminata 2.0 Remove 626 5 East Palatka Holly Ilex x attenuata 'East Palatka' 1.0 Remove 627 6 East Palatka Holly Ilex x attenuata 'East Palatka' 1.0 Remove 628 5 East Palatka Holly Ilex x attenuata 'East Palatka' 1.0 Remove 629 4 East Palatka Holly Ilex x attenuata 'East Palatka' 1.0 Remove 630 26 Live Oak Quercus virginiana 3.5 Remove 631 22 Camphor Cinnamomum camphora 0.0 Remove 632 19 Live Oak Quercus virginiana 2.5 Remove 633 18 Chinese Tallow Triadica sebifera 0.0 Remove 634 5 East Palatka Holly Ilex x attenuata 'East Palatka' 1.0 Remove 635 48 Ear Tree Enterolobium contortisliquum 1.0 Remove 636 1 Queen Palm Syagrus romanzoffiana 2.5 Remove 637 36 East Palatka Holly Ilex x attenuata 'East Palatka' 1.0 Remove 638 20 Live Oak Quercus virginiana 1.5 Remove 639 20 East Palatka Holly Ilex x attenuata 'East Palatka' 1.0 Remove 640 9 Citrus spp Citrus 3.0 Remove 641 25 Live Oak Quercus virginiana 3.0 Remain 642 27 Live Oak Quercus virginiana 3.0 Remain 643 37 ILive Oak Quercus virginiana 4.0 Remain three 4040 N. central 0 Expwy I Dallas, 75204�e 12 telephone 0 I 21faca milled e Greystone Communities SantaFe HealthCare IE G R 0 U P C /v0/ Engdiieering • Tronsport ©don Envftnmento/ • P/cni&g 380 Park Place Boulevard, Suite 300 Clearwater, Florida, 33759 www.tbegroup.com - 800.861.8314 License No. 3643 EIDS� 1512 E. Broward Blvd. Fort Lauderdale, Florida, 33301 www.edsaplan.com - 954.524.3330 I i I � E E LL U � nL' LLJ C/) ♦V LL- CZ C U Cz CD u) Q PROJECT NO.: 07024 DATE: August 18, 2008 SEAL: J OWNER: BVG Aquisitions, Inc. PHASE: DRC SUBMITTAL SHEET DESCRIPTION: TREE REMOVAL SCHEDULE SHEET UMBER: L1.08 ii 00 jq a C� � Cs� 4 82 N �� 0 + `c a U 'W mWA111331WAIMMIRIMMMIRMNIM' 1. EXISTING UNDERGROUND UTILITY LINES SHOULD LEGEND REMAIN ABANDONED TO PREVENT DEMO FROM X X X X X ROOT PRUNE LINE IMPACTING EXISTING TREE ROOTS 2. PROFESSIONAL ARBORIST SHOULD BE ON SITE DURING CONSTRUCTION TO ENSURE SPECIAL (�o EXISTING TREE TO REMAIN MEASURES ARE TAKEN TO PRESERVE EXISTING TREES , / Gq IFAM J M �5, SETS ♦� ♦♦ ♦10I � ♦sei�i ♦i ♦i ` Ai ♦� x EXISTING TREE TO BE REMOVED DUE TO DISTURBANCE EXISTING TREE TO BE REMOVED DUE TO ARBORIST RECOMMENDATION ' -- EXISTING TREE TO BE ••.�. \ - -- _ - ® RELOCATED I `L ^'AiC% �v 0 " I 1p, - S/ 0. c3e p . 8 . effF.ofi . 0 <01 i i ♦i ♦i ♦i s I 11 I I I I I I I I I I 'I I 4 i G'' ,rA� ♦� ♦� ♦� ♦� t PROPOSED UNDERGROUND ELECTRIC UTILITY PROPOSED STORMWATER UTILITY PROPOSED SANITARY UTILITY PROPOSED GAS UTILITY PROPOSED PLUMBING UTILITY PROPOSED WATER UTILITY EXISTING UTILITIES TO REMAIN ABANDONED EXISTING OVERHEAD LINES TO BE REMOVED \ ` \ \ ...`• ````_ / OFFER ar RUS �ti'�C ♦ ♦ ♦ ?i► ♦bll► ►��.. �� it ♦+� INA k% ME 1h WLA .�� ° � ♦ ♦ ♦ ♦A ♦ ♦ ♦!+ ♦ ♦ ♦♦ ♦ ♦4�► ♦ ♦ ♦ ♦A ♦♦ ♦NSA ♦ ♦�l ♦��:� s � s ►i? ♦vim ♦i3��.�+�►..��i� -� r-��3 ♦i► ♦ ♦ ♦�1 • • �► �_ ��A• �A• �! ��_ ��i�A? i�� =4��iA•1�b�4��A•�A•dA•�A•� !�A•`�►•�_ FUTU�E PHASE EXISTING TO F-,E�1AIN KEY MAP N TS 0 OF- a REs r 24' p�• S REpCq T 4 i 2 30' Nl ME A ♦ ♦ ♦ ♦�1♦ ♦ ♦ ♦ ♦ ♦ MONO ♦ ♦, ♦ ♦ ♦ ♦ ♦�. iffl ►♦♦♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦.��' ♦ ♦ ♦+�� ♦ ♦ ♦ ♦ ♦ ♦ ♦♦ ♦ ♦MAP im\law" ► ♦ ♦ ♦ ♦oii ?i►S ♦♦ ♦ ♦� ? ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦♦ ,� 'A go 101111 !a ♦ ♦♦ EW-0 ►S��ii�i�. i�► i♦♦♦ i,► 9*♦♦♦ 1► ♦�►Q► ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦�� ♦'►Q ♦ ♦ ♦ ♦ ♦♦ ♦ ? ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦♦ ♦iii z, a► ti ♦ ♦ ♦ ♦� a o �`� ♦��►`'�:'`�I►. 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FAMANANA MAN t- T 6 , C a , ra to I I I ♦�� it 7 J, • � •♦♦♦♦♦♦♦,♦ j;�' ♦♦ ♦♦�e♦��y�• ' % , AZI z 0 �= I ' • 1�! / /' UTILITY WILL BE ADJUSTED TO AVOID EXISTING TREES V AZ i , Q , ' f _- rl , If , '' a /I 1 I ,4 I ,I f I I I I r • I I I / �r /fit If, , I r , I \\ r r � / Gq IFAM J M �5, SETS ♦� ♦♦ ♦10I � ♦sei�i ♦i ♦i ` Ai ♦� x EXISTING TREE TO BE REMOVED DUE TO DISTURBANCE EXISTING TREE TO BE REMOVED DUE TO ARBORIST RECOMMENDATION ' -- EXISTING TREE TO BE ••.�. \ - -- _ - ® RELOCATED I `L ^'AiC% �v 0 " I 1p, - S/ 0. c3e p . 8 . effF.ofi . 0 <01 i i ♦i ♦i ♦i s I 11 I I I I I I I I I I 'I I 4 i G'' ,rA� ♦� ♦� ♦� ♦� t PROPOSED UNDERGROUND ELECTRIC UTILITY PROPOSED STORMWATER UTILITY PROPOSED SANITARY UTILITY PROPOSED GAS UTILITY PROPOSED PLUMBING UTILITY PROPOSED WATER UTILITY EXISTING UTILITIES TO REMAIN ABANDONED EXISTING OVERHEAD LINES TO BE REMOVED \ ` \ \ ...`• ````_ / OFFER ar RUS �ti'�C ♦ ♦ ♦ ?i► ♦bll► ►��.. �� it ♦+� INA k% ME 1h WLA .�� ° � ♦ ♦ ♦ ♦A ♦ ♦ ♦!+ ♦ ♦ ♦♦ ♦ ♦4�► ♦ ♦ ♦ ♦A ♦♦ ♦NSA ♦ ♦�l ♦��:� s � s ►i? ♦vim ♦i3��.�+�►..��i� -� r-��3 ♦i► ♦ ♦ ♦�1 • • �► �_ ��A• �A• �! ��_ ��i�A? i�� =4��iA•1�b�4��A•�A•dA•�A•� !�A•`�►•�_ FUTU�E PHASE EXISTING TO F-,E�1AIN KEY MAP N TS 0 OF- a REs r 24' p�• S REpCq T 4 i 2 30' Nl ME A ♦ ♦ ♦ ♦�1♦ ♦ ♦ ♦ ♦ ♦ MONO ♦ ♦, ♦ ♦ ♦ ♦ ♦�. iffl ►♦♦♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦.��' ♦ ♦ ♦+�� ♦ ♦ ♦ ♦ ♦ ♦ ♦♦ ♦ ♦MAP im\law" ► ♦ ♦ ♦ ♦oii ?i►S ♦♦ ♦ ♦� ? ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦♦ ,� 'A go 101111 !a ♦ ♦♦ EW-0 ►S��ii�i�. i�► i♦♦♦ i,► 9*♦♦♦ 1► ♦�►Q► ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦�� ♦'►Q ♦ ♦ ♦ ♦ ♦♦ ♦ ? ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦♦ ♦iii z, a► ti ♦ ♦ ♦ ♦� a o �`� ♦��►`'�:'`�I►. Q �a "►t`�d►i ♦ ♦IH ? ♦ ♦ ♦A♦ ♦�e�t►ai ♦!► ♦♦ t�� ♦� ��1AAy1 ► ►♦iy► ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦9 ♦ � `1►d► ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦! �`►�►''►►= ��i"►�'�•a�i. ♦ �►. i♦,, �♦♦♦ A�►♦ i�♦♦ y► i��, Q��, �i ♦i�� + ♦ ♦ ♦ ♦r► ♦i�yC ►i ♦ ♦ ♦!►i ♦ ♦ ♦ ♦ ♦y♦ ♦ ` ♦�► ♦�er►a ♦ ♦� ►� 'ii s '"'', ►Q♦ ♦isue. ��iy�►�i�► ♦ ♦ ♦ ♦�.��►� �► ♦�Q�♦ ♦iii ♦ ♦ ♦�1► ♦9♦ ♦ ♦.-•♦��►� ►♦ ♦♦♦♦♦♦♦ ti, ♦:a ♦n ..�♦� ♦�- sue..- •♦♦♦♦♦ ♦♦♦ � =a�►�; �`�.��'a iii':'ii ♦i ♦♦ ` ; '' ♦/♦► ♦ii ♦i♦MAMA N -4 i��!� ♦i ♦i ♦i ♦iii �♦; � 3. ♦�` CW9 1011,j W A ♦ ♦ ♦A't . _► ♦♦ A �► �. , ♦ ♦ ♦h ♦iii ♦ ♦is ♦•0 ♦♦ ♦� ♦�� ♦� ♦� ♦� ,� ♦� ♦� ♦�t��3'� ♦� ♦1 ♦�1 ►� ♦� ♦�♦ �,� ♦� �� ♦ ♦ ♦� !�� Iii, N. FAMANANA MAN t- T If E TRUNK J BARRICADE ELEV.\ tTYPJ + 5• TRUNK / ELEv. +215/0 t Gov. hIf Al three 4040 N. Central Expwy I Dallas, Texas I 214.559.4080 I 214.559.0990 suite 200 75204 telephone facsimile Greystone Communities SantaFe HealthCare G R 0 U P CIO# Engii► ing • TANnoportahon Envlronnwte/ • P/snnhg 380 Park Place Boulevard, Suite 300 Clearwater, Florida, 33759 www.tbegroup.com — 800.861.8314 License No. 3843 1512 E. Broward Blvd. Fort Lauderdale, Florida, 33301 www.edsaplan.com - 954.524.3330 O Q tJ M cn L C f�` W -= �W _ a C6 a� ILL_ ccs Q f PROJECT NO.: 07024 DATE: August 18, 2908 SEAL: OWNER: BVG Aquisitions, Inc. PHASE: DRC SUBMITTAL SHEET DESCRIPTION: TREE PRESERVATION PLAN SHEET NUMBER: L2.00 6 a C a , ra to ♦ ♦�� 7 J, • � •♦♦♦♦♦♦♦,♦ Q♦♦♦ s ♦1`1i�i� ♦�r��♦ ♦♦ ♦♦�e♦��y�• O 0 z �U If E TRUNK J BARRICADE ELEV.\ tTYPJ + 5• TRUNK / ELEv. +215/0 t Gov. hIf Al three 4040 N. Central Expwy I Dallas, Texas I 214.559.4080 I 214.559.0990 suite 200 75204 telephone facsimile Greystone Communities SantaFe HealthCare G R 0 U P CIO# Engii► ing • TANnoportahon Envlronnwte/ • P/snnhg 380 Park Place Boulevard, Suite 300 Clearwater, Florida, 33759 www.tbegroup.com — 800.861.8314 License No. 3843 1512 E. Broward Blvd. Fort Lauderdale, Florida, 33301 www.edsaplan.com - 954.524.3330 O Q tJ M cn L C f�` W -= �W _ a C6 a� ILL_ ccs Q f PROJECT NO.: 07024 DATE: August 18, 2908 SEAL: OWNER: BVG Aquisitions, Inc. PHASE: DRC SUBMITTAL SHEET DESCRIPTION: TREE PRESERVATION PLAN SHEET NUMBER: L2.00 6 a C a , ra to e c 7 O 0 z �U NOTES: 1. EXISTING UNDERGROUND UTILITY LINES SHOULD REMAIN ABANDONED TO PREVENT DEMO FROM IMPACTING EXISTING TREE ROOTS 2. PROFESSIONAL ARBORIST SHOULD BE ON SITE DURING CONSTRUCTION TO ENSURE SPECIAL MEASURES ARE TAKEN TO PRESERVE EXISTING TREES Q (J'� P r� 21 / G-- ►@ a � n ' � V �` i r \ n / / % i r r '- MNK _18.5' \ TRUNK 4 / _ J J / W" if d , � Y J � � Y 0 JUW / FT / 5. p °' ELEV. - c i X / / - I N LEGEND TREE BARRICADES PROPOSED UNDERGROUND ELECTRIC UTILITY PROPOSED STORMWATER UTILITY `,�H�',�F� ROOT PRUNE LINE C (:DEXISTING TREE TO REMAIN PROPOSED GAS UTILITY PROPOSED PLUMBING UTILITY EXISTING TREE TO BE REMOVED PROPOSED WATER UTILITY x DUE TO DISTURBANCE EXISTING UTILITIES TO REMAIN ABANDONED EXISTING TREE TO BE REMOVED — EXISTING OVERHEAD LINES KEY MAP 30' ® DUE TO ARBORIST RECOMMENDATION NTS TO BE REMOVED ® EXISTING TREE TO BE RELOCATED r C) a'q Y r-__ e� �D , , , , / / , \ \ \ r _j � S R. 1263 0 3 6�� 0 BUFFER 10' SerBAr ,0, 1 S'i< BUFFER k • : t . \ \ \ \ \ TRUNK ELEV. +295' `: 21 \ G-- ►@ a � n ' � V �` i \ n f Z \ \ \.y,yy.�,yy EV. \ \ '- MNK _18.5' \ TRUNK `' ---ELEV. \ q' \ \ ` ELEV. A •• __ _ ELEY. \ \ \ +285' \ \ \ \ \ 1 _ _; ; TRUNK 1 ELEY. 0 _' _ \ 0 ,0, 1 S'i< BUFFER k • : t . \ \ \ \ \ TRUNK ELEV. +295' `: 21 G-- ►@ a � n ' � V �` i r / n f Z ` 1 C � ! r , 1 r r r r r r r , / t / r o ♦�►It♦ ♦♦ ♦ ♦ ♦ M ♦t ♦ ♦♦ , , OF IF. #12015r, 04 1 /' ► ♦ ♦ ♦ ♦ ♦ ♦ ♦� ♦ ♦ ♦.V ♦ ♦ ♦ ♦ ♦ ♦t1♦ ♦ ♦♦ ♦ ♦♦ �` ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦♦ ♦♦ ♦fib► ♦�O ♦ ♦ ♦7► ♦r►�► <r' ;:;;4:,; ��♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦ ♦��" ♦�0*5MI ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦�� ♦ ♦ ♦ ♦♦ ♦ ♦� ♦♦ �� ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦♦ ;y ♦ ♦9S ♦� ♦ ♦ ♦ ♦$$��♦ ♦QED ♦�$ ♦�•D� ♦ ♦♦ !♦ ♦ ♦ ♦i ♦i ♦i ♦i♦ iii ♦iii!♦ ♦i�i►i ♦i ♦i ♦i ♦i ♦i♦ iii♦ i♦♦ i ♦i ♦i ♦i♦♦ ♦i ♦♦di�i'�i!Asa'i ♦i °t♦ iii ♦i ♦i ♦i ♦i ♦i ♦i ♦i ♦iii ♦i ♦i ♦i ♦i ♦i ♦i ♦� ♦i�.�i ♦i ♦i�i� IN RAF 0_41 ♦ i ♦i ♦i ♦i`: ♦•i;♦ ♦i ♦i ♦i ♦i ♦i�°�!�, : ♦!.♦'!♦ ♦i ♦��►.'♦ ♦i ♦seiii ♦ice♦ ♦ice ♦�i ♦i ♦i ♦i ♦i ♦i♦ iii ♦i ♦i ♦i ♦i ♦i ♦i ♦i ♦i ♦ ♦ ♦i�o!♦ ♦i ♦i - ♦ ♦ ♦ ♦ ♦ ♦�� ♦�� ♦ ♦�s.� ♦� ♦� ♦ ♦ ♦♦ ♦♦ i ♦ ♦t► ♦ ♦♦ ♦ ♦ ♦♦ ♦♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦d ♦� ♦♦ Ow ANA NO AN 101 1 r"' 1 0410490410 1 IN .41 KNOW INE ;'1 1904 8100CRIN, i� �: = ♦ate �♦S ♦�!�$�I/�Q�` ply♦ �1r��♦♦♦♦♦♦♦♦♦♦ A♦,, ��i�6♦`• G��g♦♦♦♦♦♦ 07�♦ Q♦♦♦♦♦:♦♦:♦♦:♦♦♦♦♦ �1� ♦♦♦ ♦♦: ♦IN ♦C ♦0♦' ♦� ♦�� ♦� ♦♦♦ ♦♦♦ ♦,► ♦ ♦♦ ♦ ♦�� ♦o�D ♦di ♦$ ♦ ♦ ♦9 ♦IN ♦rll► ♦ ♦�... ♦ ♦�iC♦A ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦� MEMO C0 0 rr ; n , (/ r r n / n / n ! n , q r rr / n ! n ! n ! 4 r r 7 I / r (r � 110' BUFFER / 10' SE r&,4 ck three 4040 N. Central Expwy I Dallas, Texas ( 214.559.4080 I 214.559.0990 suite 200 75204 telephone facsimile Greystone Communities SantaFe HealthCare 0 R 0 U P Clvll Enfikeering • Transportation Environmental - Planning 380 Park Place Boulevard, Suite 300 Clearwater, Florida, 33759 www.tbegroup.com — 800.861.8314 License No. 3843 1512 E. Broward Blvd. Fort Lauderdale, Florida, 33301 www.edsaplan.com - 954.524.3330 U CD LI N CLI C: U C/o Q PROJECT NO.: 07024 DATE: August 18, 2008 SEAL: F OWNER BVG Aquisitions, Inc. PHASE: DRC SUBMITTAL SHEET DESCRIPTION: TREE PRESERVATION PLAN SHEET NUMBER: L2.01 21 G-- ►@ a � 0 `U i f Z 30' 1 a WW E E M 5 yz�i t V1INWE WENIANWM IN NNW IVA- IMA 'IVA MA KEY MAP N TS LEGEND TREE BARRICADES ROOT PRUNE LINE EXISTING TREE TO REMAIN EXISTING TREE TO BE REMOVED X DUE TO DISTURBANCE EXISTING TREE TO BE REMOVED ® DUE TO ARBORIST RECOMMENDATION ® EXISTING TREE TO BE RELOCATED PROPOSED UNDERGROUND ELECTRIC UTILI PROPOSED STORMWATER UTILITY PROPOSEu uAS UTILITY PROPOSED PLUMBING UTILITY PROPOSED MATER UTILITY EXISTING UTILITIES TO REMAIN ABANDONED EXISTING OVERHEAD LINES TO BE REMOVED NOTES: 1. EXISTING UNDERGROUND UTILITY LINES SHOULD REMAIN ABANDONED TO PREVENT DEMO FROM IMPACTING EXISTING TREE ROOTS 2. PROFESSIONAL ARBORIST SHOULD BE ON SITE DURING CONSTRUCTION TO ENSURE SPECIAL MEASURES ARE TAKEN TO PRESERVE EXISTING TREES r lid _ , v ! / - ! , 5 T1 , y +26.0' _ n i ' uit- 'I'; ni T rte- �•-- i • D �/ <v/ + �� It .. - - -- � r— � � �'� /' \�5 \`-'- - : ` ' D j ! 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I i 56 a 0 - -- �- 2 6 `d`.._ ,t , ♦ A ,l �o�a �� '� '� `. `� TRUNK ELEV. 30.0 p L EL > \` -�U \1` I% ''��{/ SET q 1\ I n j , I \\ 1 I - `, a, , `5 `, ELEV.�" C �{ \ ' 1\ \l V. 55, \ '�, `'��'- aU ,,5 �FFeR a \ \ It II I \ \ \ \ N \\ II I\ 2 l ® II �\ o`a` r 1 ELE +26 it •• � 1�5,,'• \ \55 \ 'S ��%�% U6/� V II _ I I 1 i , �' ' I ? „� 0 UGC !! ` I11 I \ lair- Q 1 11 I \ 1 \ \55`:• %'' S�5 `5 55 , - � ,, i 7\117 QI j ! I III Ih I r,.�. -- -`_1_ -1 I I fl 1 11 ♦\ \ \\ „\ ` ` TA IP ! L j ♦` ! 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Central Expwy I Dallas, Texas I 214.559.4080 I 214.559.0990 suite 200 75204 telephone facsimile Greystone Communities SantaFe HealthCare 0 R 0 U P Clvil Engbeermg • Transportation Environmental • Plannbi8 380 Park Place Boulevard, Suite 300 Clearwater, Florida, 33759 www.tbegroup.com — 800.861.8314 License No. 3843 1512 E. Broward Blvd. Fort Lauderdale, Florida, 33301 www.edsaplan.com - 954.524.3330 rj E LLp i i j cn C: C6 O C/) Q f Q PROJECT NO.: 07024 DATE: August 18, 2008 SEAL: 5 \1` '0 . t r OWNER: BVG Aquisitions, Inc. PHASE: DRC SUBMITTAL SHEET DESCRIPTION: TREE PRESERVATION PLAN SHEET NUMBER: L2.02 h E5 Lf l V !J L. cr L� �l V �- r ��NA� �iyAj�il ��ij�: aAjAjAjAjAAA��AjAAAAAj ;!►jA�AAAAAAAAAAN �AAA�i' Odd► AAAAAAAAAAAADAAAAAAAA� .NAAAAAAA� ... / ►� " - -- �AAA��AA�AO► . AAAAA AA�A:A:A; / �AAAA�!d�A,�AAAA AAAAAE AAA r ► i �, AAAAA AA NA AAN I � � 'I � AAAAA AAAAA � �,,�,, - _ �► � - ,r _ ��AAh♦ AAA/ � �� _ 'ri,�" '� `' � '�AA�A'�AAAAA AAS►AAAAA� � � � , /� �> � �U• / 1 - • ,��►�.; �;�" / _ AAQ�AAAA AAAAAAArAA i, /� �� f ., �� \ � �, � ` � ; ' 1►� ►AAAAA LAA i L A _ ,� A4►�AAAA`►AA� fill Am � � `.- � � � •��• � : � , � � '�'% +� + *� \� °ate •+ r rA�AOff � 1 ALLOW 4' BETWEEN ep BARRICADE AND NEW CONSTRUCTION AREA —TRLW ELEV. \ 'J;p--, TREE TO 5E Wi7iOVED O RECOMMENDATION 5 fluter: AWORIST (TYP.) • • ; JREE 5ARRICADE lip fill fill J - - ► _ �� ! �� / � \� _ __- X1.1■ ., - , • �� ON • ■ . . . e 1 rol 1 .. �/ J11 5H L Mfiliji INN IL .! � r � v ally :� �11b \ =r�`�r — y• ' • �i�i�i�i��,i�i�i�i�i�i�, � +r �., °p_,e�a =: ' ••) 1, �b �� /� - �I'�I�I��I�i �I�I�I�IV 1 •t -'1�1, 16('.�' ' - - _- - - � 1' - , _ ��i�i��,_, •�� t■u. ■ „— . _ - — � � icy_ — — ` �' , ' i � �J/1 •� .. , . —�� .�:�il lid:! _ .. iii ;�•� : >T IN 0A4 - Ul.lilllil ILA Xv. 4331 P, --S; Emrq-. 1 V,-, IT - -) — 11 u - C. - ,� -- - �.;�!' � • � . /•ate! � i � ■��[ �, _ "Ir.,•11111 I��i H1 ■ ��l n h � ;'� — � — 1 �� `.1\�� , Z� ■ ■ _ .■ . r�5 1. - Tee I I Vii _ Li iI IIr1t� ► IN111111 i/- , �' 47 .. In:-Y ■.- 11111'/1:1I�, i�g; c r I I 1 I F i ®r 1111111F 111111111F 01-�Vlldlklffim�� ,1 TRUNK / 51 3 5� 3 ---ELEV. / +165' CO/ ( / 113 0 R NE / LINE (TYP.) PERIMETER FENCE TO 1 / ACCOMADATE EXISTINCS TREE �i 7 (TYP.) /1 / TRUNK / / ELEV. ;/ 16 +125 XISTING OVERHEAD LINES TO BE REMOVED CAREFULLY FROM EXISTING BRANCHES (TYP.) / TREE BARRICADE rl / (TYP.) I / KEY MAP N TS LEGEND E TREE BARRICADES ROOT PRUNE LINE X X X X X OEXISTING TREE TO REMAIN TREE TO BE REMOVED OEXISTING x DUE TO DISTURBANCE TREE TO BE REMOVED OEXISTING DUE TO ARBORIST RECOMMENDATION TREE TO BE OEXISTING RELOCATED 30' PROPOSED UNDERGROUND ELECTRIC UTILITY PROPOSED STORMWATER UTILITY PROPOSED GAS UTILITY PROPOSED PLUMBING UTILITY PROPOSED WATER UTILITY EXISTING UTILITIES TO REMAIN ABANDONI EXISTING OVERHEAD LINES TO BE REMOVED NOTES: 1. EXISTING UNDERGROUND UTILITY LINES SHOULD REMAIN ABANDONED TO PREVENT DEMO FROM IMPACTING EXISTING TREE ROOTS 2. PROFESSIONAL ARBORIST SHOULD BE ON SITE DURING CONSTRUCTION TO ENSURE SPECIAL MEASURES ARE TAKEN TO PRESERVE EXISTING TREES Aqw three 4040 N. to 200 Exp,wy I Dallas, TTee-as I 214.559.4080 telephone I 214.559.0990 acs ml Greystone Communities SantaFe HealthCare a G R 0 U P C/vi/ Engineering Tranoportat+on Env/ronmenta/ P /&fining 380 Park Place Boulevard, Suite 300 Clearwater, Florida, 33759 www.tbegroup.com — 800.861.8314 License No. 3843 1512 E. Broward Blvd. Fort Lauderdale, Florida, 33301 www.edsaplan.com - 954.524.3330 i o Q E J LL C0 C3 o c ^' -6-j __j to o c U) a) W Lj- ( %%% ♦) M V c CZ cn Q 0 PROJECT NO.: 07024 DATE: August 18, 2008 SEAL: OWNER: BVG Aquisitions, Inc. PHASE: DRC SUBMITTAL SHEET DESCRIPTION: TREE PRESERVATION PLAN SHEET NUMBER : L2.03 z ae ac �- CL • ,C0 tL O QO V 30' KEY MAP N TS LEGEND TREE BARRICADES X HX X X ROOT PRUNE LINE OEXISTING TREE TO REMAIN OEXISTING TREE TO BE REMOVED DUE TO DISTURBANCE OEXISTING TREE TO BE REMOVED DUE TO ARBORIST RECOMMENDATION OEXISTING TREE TO BE RELOCATED PROPOSED UNDERGROUND ELECTRIC UTILITY PROPOSED STORMWATER UTILITY PROPOSED PLUMBING UTILITY PROPOSED WATER UTILITY EXISTING UTILITIES TO REMAIN ABANDONED EXISTING OVERHEAD LINES TO BE REMOVED NOTES: 1. EXISTING UNDERGROUND UTILITY LINES SHOULD REMAIN ABANDONED TO PREVENT DEMO FROM IMPACTING EXISTING TREE ROOTS 2. PROFESSIONAL ARBORIST SHOULD BE ON SITE DURING CONSTRUCTION TO ENSURE SPECIAL MEASURES ARE TAKEN TO PRESERVE EXISTING TREES AM FARN WIR W4 W, lqo i*� LIN WE MOR 1 '04 7� jugg ' SK�Kr�-- _ ,, ' IMF � - ► �1�'�' - �� ,��:W� - � ��G'� — II RA-1 v ��iiilIIIIIM tam NAM Ilif0z; — ��'II•:;,�. wn _„ Q �. yr r,.:,Ti \'.._o L° a ,.. � � ♦. \ \� "WI Ali ` ',�. EWA tzl fit _ is —Me TA I 1 a �;�� • ' ` r -Lir �••.allllllr ism I - ! `,w" OAF IL � 1R .: �. • • — ` • V E ENE F -44W ree 4 1 4040 N. Central Expwy Da117 s I 2 e80 214559.0990 suite 200 I 5204 telephone I acs mil Greystone Communities SantaFe HealthCare G R 0 U P C /aJ Tisnsportst/on Env/ron~ta/ Plem*ig 380 Park Place Boulevard, Suite 300 Clearwater, Florida, 33759 www.tbegroup.com — 800.861.8314 License No. 3843 1512 E. Broward Blvd. Fort Lauderdale, Florida, 33301 www.edsaplan.com - 954.524.3330 1 < �_ J f 0 LL i l ! U CY) L i w �--� co U) NA — LA- Cz U Cn Q PROJECT NO.: 07024 DATE: August 18, 2008 SEAL: t l OWNER: BVG Aquisitions, Inc. PHASE: DRC SUBMITTAL SHEET DESCRIPTION: TREE PRESERVATION PLAN SHEET NUMBER: L2.04 z cm ,.,, (D LU .-- oLEE � 0 zo 'cl z Q. I / ��`40 EL •V. 40.0' / 11 - -�, F ELEV. = 15.5Q If I n '' 5EEt � S IPE INSTRUC I t I ' r F0�,4RRI aDE / ' INS, auENCE / \ - _ Q onrjll r ELEV. j I 6' t / , Ey �\ r TRUNK I 1/ 44, I- v 6 �3 113 5 ' ELEV. / ! ,/ / jj I it 4P 1J y I II < ' / ' ' d / I Y / / it � r r, dd It / II ydd ,, i X69 5 TRUNK / ELEV. N. / r,II it 49 , , /�I II , - -- -- r 6 5 SEre ELEV. / / q �K /%1 - , 5.50 �� I TRUNK ELEV. ULF •,.,' `'' ' - - ELEV. ,o / Will �. r! > l 2 o +4.0' / ,,¢ EV. 513 0 +145' '' �, / �,' �/ ' EY.� 9 ' I / i TRUNK 6� ,, ` % > 0 40 D ELEV. / % ,�{�•i3• ` /� %8• �� bpi, / , � / � ; _ _ _ _------------------------ - �----- - - - - -- - - - - -- �- r \ , ELEY. �� /1 r,' \\ \\� -,' y L ELEV. P>>- 0.25,,', / / I C)" /5 9 /lf�� ¢ ri8r TRUNK ELEV. +8.0' / CD y 1 - TRUNK ELEV. +1.0' �o' , \\ \ 1s TRUNK ELEV. +1.0' - - •.� Q TRUNK ' o 0) �' So ELEV. TRUNK LEV NO R -EXqu / l SI VE 1 f/v 9 TION POND 'Sa8 r J r � ELEV I / l Il 1 / 5 • I N 9 i i r• KEY MAP N TS LEGEND X HHHE ROOT PRUNE LINE OEXISTING TREE TO REMAIN OEXISTING TREE TO BE REMOVED DUE TO DISTURBANCE OEXISTING TREE TO BE REMOVED DUE TO ARBORIST RECOMMENDATION OEXISTING TREE TO BE RELOCATED PROPOSED UNDERGROUND ELECTRIC UTILITY PROPOSED STORMWATER UTILITY ' PROPOSED GAS UTILITY PROPOSED PLUMBING UTILITY PROPOSED WATER UTILITY EXISTING UTILITIES TO REMAIN ABANDONED EXISTING OVERHEAD LINES TO BE REMOVED NOTES: 1. EXISTING UNDERGROUND UTILITY LINES SHOULD REMAIN ABANDONED TO PREVENT DEMO FROM IMPACTING EXISTING TREE ROOTS 2. PROFESSIONAL ARBORIST SHOULD BE ON SITE DURING CONSTRUCTION TO ENSURE SPECIAL MEASURES ARE TAKEN TO PRESERVE EXISTING TREES 30' FN.lentral ree AW- wy I Da llas, Texas I 214.559.4080 I 214.559.0990 suite 200 75204 telephone facsimile Greystone Communities SantaFe HealthCare GROUP C1vdf Ei?j*76& ng • Transportation Environments/ - planning 380 Park Place Boulevard, Suite 300 Clearwater, Florida, 33759 www.tbegroup.com — 800.861.8314 License No. 3843 1512 E. Broward Blvd. Fort Lauderdale, Florida, 33301 www.edsaplan.com - 954.524.3330 a J C U- L: ^ L C ) co a: W to Cn 0 PROJECT NO.: 07024 DATE: August 1 8, 2008 SEAL: OWNER: BVG Aquisitions, Inc. PHASE: DRC SUBMITTAL SHEET DESCRIPTION: TREE PRESERVATION PLAN SHEET NUMBER: L2.05 cm tiu cv, (� '-U �.1 O 0 v PRESERVATION SCHEDULE No. Caliper (In.) Common Name Scientific Name Rating Remain Relocate Remove Cable & Bracing Barricade Root Pruning Canopy Elevation (15) Special Instructions 1 1 Queen Palm Syagrus romanzoffianum 3.5 Remain No special instructions needed, falls within green space 2 1 Queen Palm Syagrus romanzoffianum 3.5 Remain No special instructions needed, falls within green space 3 7 Live Oak Quercus virginiana 3.0 Remain No special instructions needed, falls within green space 4 8 Sweet Gum Liquidambar stymciflua 2.5 Remove 5 7 Sweet Gum Liquidambar stymciflua 2.5 Remove 6 9 Sweet Gum Liquidambar styraciflua 3.0 Remain No special instructions needed, falls within green space 7 5 Live Oak Quercus virginiana 2.5 Remain X Structural pruning to be performed by a trained arborist 8 15 Crape Myrtle Lagerstroemia indica 3.5 Remain No special instructions needed, falls within green space 9 5 Live Oak Quercus virginiana 2.5 Remove 10 20 Ligustrum Ligustrum lucidum 3.5 Remain No special instructions needed, falls within green space 11 14 Sand Live Oak Quercus geminata 3.5 Remain Existing conditions to remain 12 11 Norfolk Island Pine Araucaria heterophylla 1.0 Remove 13 8 Southern Red Cedar Juniperus silicicola 2.0 Remove 14 5 Live Oak Quercus virgimana 2.0 Remove 15 5 Live Oak Quercus virginiana 3.5 Remain Existing conditions to remain 16 16 Live Oak Quercus virginiana 3.5 Remain Existing conditions to remain 17 7 East Palatka Holly Ilex x attenuata 'East Palatka' 1.0 Remove 18 1 Queen Palm Syagrus romanzoffianum 2.0 Remove 19 5 Southern Magnolia Magnolia grandiflora 3.0 Remain Existing conditions to remain 20 8 Ligustrum Ligustrum lucidum 1.5 Remove 21 7 Ligustrum Ligustrum lucidum 2.0 Remove 22 10 Laurel Oak Quercus laurifolia 2.5 Remove 23 22 Live Oak Quercus virginiana 3.0 Remain Existing conditions to remain 24 22 Live Oak Quercus virginiana 3.0 Remain Existing conditions to remain 25 23 Live Oak Quercus virginiana 3.0 Remain Existing conditions to remain 26 37 Live Oak Quercus virginiana 3.0 Remain Just outside the property line 27 13 Pignut Hickory Carya glabra 2.5 Remove 28 Shrub Remain Existing conditions to remain 29 27 Live Oak Quercus virginiana 3.0 Remain Existing conditions to remain 30 32 Live Oak Quercus virginiana 3.5 Remain Existing conditions to remain 31 33 Live Oak Quercus virginiana 3.5 Remain Existing conditions to remain 32 1 Queen Palm Syagrus romanzoffianum 2.0 Remove 33 16 Live Oak Quercus virginiana 3.0 Remain Existing conditions to remain 34 19 Live Oak Quercus virginiana 3.0 Remain Existing conditions to remain 35 30 Live Oak Quercus virginiana 3.0 Remain Existing conditions to remain 36 42 Live Oak Quercus virgimana 2.5 Remain Existing conditions to remain 37 26 Live Oak Quercus virginiana 3.0 Remain Existing conditions to remain 38 18 Live Oak Quercus virginiana 3.5 Remain X X Existing concrete walk to remain, see plan fur root pruning along new curb radius 39 1 Queen Palm Syagrus romanzoffiana 2.5 Remove 40 27 Live Oak Quercus virginiana 3.0 Remain X X X Remove #39 from below canopy with light equipment, root prune as shown on plan for new driveway, and proposed electrical lines 41 30 Live Oak Quercus virginiana 4.0 Remain X X Remove existing sidewalk with light equipment away from the tree, root prune as shown on plan for new driveway and proposed electrical lines 42 29 Live Oak Quercus virginiana 2.5 Remove 43 20 Live Oak Quercus virginiana 3.5 Remove 44 24 Live Oak Quercus virginiana 3.5 Remove 45 17 Water Oak Quercus nigra 3.0 Remain X Remove existing concrete slab with light equipment away from the tree, root prune as shown on plan for new sidewalk and proposed electrical lines 46 7 Ligustrum Ligustrum lucidum 2.5 Remove 47 10 Ligustrum Ligustrum lucidum 3.0 Remain X X Remove sidewalk and #46 with light equipment away from tree, root prune as shown for new sidewalk, existing sanitary line to remain abandoned and filled 48 8 Ligustrum Ligustrum lucidum 3.0 Remain X Remove existing sidewalk with light equipment away from tree, root prune as shown on plan for new sidewalk, existing sanitary line to remain abandoned and filled 49 8 Ligustrum Ligustrum lucidum 3.0 Remain X Remove existing sidewalk with light equipment away from tree, root prune as shown on plan for new sidewalk, existing sanitary line to remain abandoned and filled 50 10 Ligustrum Ligustrum lucidum 2.0 Remove 51 10 Ligustrum Ligustrum lucidum 3.0 Remain X Remove existing sidewalk with light equipment away from tree, root prune for proposed electrical lines and new sidewalk as shown on plan 52 2 Canary Island Date Palm Phoenix canariensis 3.5 Remain X No special instructions needed, falls within green space 53 2 Canary Island Date Palm Phoenix canariensis 4.0 Remain X No special instructions needed, falls within green space 54 2 Canary Island Date Palm Phoenix canariensis 3.0 Remain X No special instructions needed, falls within green space 55 11 Persimmon Diospyros virginiana 3.0 Remove 56 12 Persimmon Diospyros virginiana 3.0 Remain No special instructions needed, falls within green space 57 36 Live Oak Quercus virginiana 3.5 Remain X Remove #55 & #58 with light equipment away from the tree, elevate canopy for new building, cable and brace 58 20 Live Oak Quercus virginiana 2.0 Remove 59 2 Canary Island Date Palm Phoenix canariensis 3.5 Remain X X Cabling and bracing to be performed by ISA Certified Arborist 60 23 Live Oak Quercus virginiana 3.5 Remain X X Cabling and bracing to be performed by ISA Certified Arborist, no barricade needed, falls on bank of creek 61 24 Live Oak Quercus virginiana 3.0 Remain X X Cabling and bracing to be performed by ISA Certified Arborist 62 31 Live Oak Quercus virginiana 3.5 Remain X X Cabling and bracing to be performed by ISA Certified Arborist 63 22 Water Oak Quercus nigra 2.5 Remove 64 32 Live Oak Quercus virginiana 3.0 Remain Existing conditions to remain 65 1 Queen Palm Syagrus romanzoffianum 3.0 Remain Existing conditions to remain 66 13 Live Oak Quercus virginiana 3.5 Remain Existing conditions to remain 67 19 Live Oak Quercus virginiana 3.5 Remain Existing conditions to remain 68 24 Live Oak Quercus virginiana 3.0 Remain Existing conditions to remain 69 22 Live Oak Quercus virginiana 3.0 Remain Existing conditions to remain 70 8 East Palatka Holly Ilex x attenuata 'East Palatka' 1.0 Remove 71 10 East Palatka Holly Ilex x attenuata 'East Palatka' 1.0 Remove 72 4 East Palatka Holly Ilex x attenuata 'East Palatka' 1.0 Remove 73 5 East Palatka Holly Ilex x attenuata 'East Palatka' 1.0 Remove 74 4 East Palatka Holly Ilex x attenuata 'East Palatka' 1.0 Remove 75 12 Laurel Oak Quercus lauriflora 2.5 Remove 76 5 East Palatka Holly Ilex x attenuata 'East Palatka' 1.0 Remove 77 1 Chinese Fan Palm Livistona chinensis Relocate 78 12 Southern Red Cedar Juniperus silicicola 2.0 Remove 79 8 Chinese Holly llex cornuta 2.0 Remove 80 8 Chinese Holly Ilex cornuta 2.0 Remove 81 17 Water Oak Quercus nigra 2.0 Remove 82 1 Queen Palm Syagrus romanzoffiana 3.5 Remove 83 7 Live Oak Quercus virginiana 2.0 Remove 84 7 Live Oak Quercus virginiana 2.5 Remain X X X No special instructions needed, falls within green space 85 5 Crape Myrtle Lagerstroemia indica 3.0 Remain X No special instructions needed, falls within green space 86 1 Queen Palm Syagrus romanzoffiana 2.5 Remove 87 1 Queen Palm Syagrus romanzoffiana 2.5 Remove 88 4 Citrus spp Citrus 2.0 Remove 89 24 Longleaf Pine Pinus palustris 4.0 Remain X X X Barricade and root prune as shown on plan for new parking area 90 4 Nagi Podocarpus Podocarpus nagi 3.0 Remain X No special instructions needed, falls within green space, existing sanitary line to remain abandoned and filled 91 7 Nagi Podocarpus Podocarpus nagi 3.0 Remain X No special instructions needed, falls within green space 92 1 Queen Palm Syagrus romanzoffiana 3.0 Remain Existing conditions to remain 93 4 East Palatka Holly Ilex x attenuata 'East Palatka' 1.0 Remove 94 28 Live Oak Quercus virginiana 3.5 Remain Existing conditions to remain 95 1 Queen Palm Syagrus romanzoffiana 3.0 Remain Existing conditions to remain 96 1 Washington Palm Washingtonia robusta 3.5 Remain Existing conditions to remain 97 12 Citrus spp Citrus 3.0 Remain Existing conditions to remain 98 6 Citrus spp Citrus 2.0 Remove 99 35 Live Oak Quercus virginiana 1.0 Remove 100 33 Live Oak Quercus virginiana 1.0 Remove TREES TO REMAIN TREES TO BE REMOVED TREES TO BE RELOCATED PRESERVED TREES RECOMMENDED FOR REMOVAL three 4040 Nsuite 200 I Da 75204 I 21 telephone I 214Z59.0990 Greystone Communities SantaFe HealthCare ir -I- E L9 LD G R 0 U P C /v// Englneerhg • TroagvivrtoHon Env/ronm,antla/ • P /ginning 360 Park Place Boulevard, Suite 300 Clearwater, Florida, 33759 www.tbegroup.com - 800.881.8314 License No. 3843 EDSA, 1512 E. Broward Blvd. Fort Lauderdale, Florida, 33301 www.edsaplan.com - 954.524.3330 �rz+G _a rl� E LL � J CU t � c�- � CU (D U- c CDCn ccs PROJECT NO.: 07024 DATE: August 18, 2008 SEAL: ,Y i U. k I OWNER: BVG Aquisitions, Inc. PHASE: DRC SUBMITTAL SHEET DESCRIPTION: PRESERVATION SCHEDULE SHEET NUMBER: L2.06 �Q O F-- Z u, C 0 o CV c.ra Q � PRESERVATION SCHEDULE 101 24 Live Oak Quercus virginiana 1.0 Remove 102 14 Sand Live Oak Sabal palmetto 3.5 Remain Existing conditions to remain 103 24 Sand Live Oak Saba[ palmetto 3.5 Remain Existing conditions to remain 104 15 Sand Live Oak Sabal palmetto 3.5 Remain Existing conditions to remain 105 2 Chinese Fan Palm Livistonia chmensis 3.5 Remain Existing conditions to remain 106 28 Laurel Oak Quercus lauriflora 2.0 Remove 107 21 Hong Kong Orchid Bauhinia blakeana 2.0 Remove 108 24 Ear Tree Enterolobium contortisliquum 1.0 Remove 109 10 Laurel Oak Quercus lauriflora 2.5 Remove 110 10 Laurel Oak Quercus lauriflora 3.0 Remain Existing conditions to remain 111 10 Laurel Oak Quercus lauriflora 3.0 Remain Existing conditions to remain 112 15 Crape Myrtle Lagerstroemia indica 3.5 Remain Existing conditions to remain 113 6 Crape Myrtle Lagerstroemia indica 3.0 Remain Existing conditions to remain 114 10 Crape Myrtle Lagerstroemia indica 3.0 Remain Existing conditions to remain 115 12 Crape Myrtle Lagerstroemia indica 3.0 Remain Existing conditions to remain 116 10 Laurel Oak Quercus lauriflora 3.0 Remain Existing conditions to remain 117 21 Water Oak Quercus nigra 3.0 Remain Existing conditions to remain 118 13 Red Bottlebrush Callistemon citrinus 2.5 Remove 119 1 Queen Palm Syagrus romanzoffiana 3.0 Remain Existing conditions to remain 120 4 East Palatka Holly Ilex x attenuata 'East Palatka' 1.0 Remove 121 4 East Palatka Holly Ilex x attenuata 'East Palatka' 1.0 Remove 122 8 Live Oak Quercus virginiana 3.0 Remain X Demolition around tree to be done with light equipment, barricade as shown on plan 123 17 Longleaf Pine Pinus palustris 3.0 Remove 124 10 Live Oak Quercus virginiana 3.0 Remain X X Remove existing concrete pad with light equipment, root prune as shown for new parking lot 125 24 Longleaf Pine Pinus palustris 4.0 Remain X X Remove existing sidewalk with light equipment first, then construct barricade for new construction 126 4 East Palatka Holly Ilex x attenuata 'East Palatka' 1.0 Remove 127 1 Queen Palm Syagrus romanzoffiana 1.5 Remove 128 15 Live Oak Quercus virginiana 3.0 Remain Existing conditions to remain 129 11 Laurel Oak Quercus lauriflora 2.5 Remove 130 12 Nagi Podocarpus Podocarpus nagi 2.0 Remove 131 12 Laurel Oak Quercus lauriflora 2.5 Remove 132 23 Live Oak Quercus virginiana 4.0 Remain Existing conditions to remain 133 27 Water Oak Quercus nigra 2.0 Remove 134 24 Laurel Oak Quercus lauriflora 2.5 Remove 135 30 Laurel Oak Quercus lauriflora 2.5 Remove 136 21 Live Oak Quercus virginiana 3.0 Remain Existing conditions to remain 137 19 Live Oak Quercus virginiana 3.5 Remain Existing conditions to remain 138 1 Queen Palm Syagrus romanzoffiana 3.0 Remain Existing conditions to remain 139 25 Laurel Oak Quercus lauriflora 2.0 Remove 140 1 Queen Palm Syagrus romanzoffiana 2.0 Remove 141 8 Laurel Oak Quercus lauriflora 3.0 Remain Existing conditions to remain 142 1 Queen Palm Syagrus romanzoffiana 3.0 Remain X Barricade and root prune as shown on plan for new curbing 143 4 East Palatka Holly Ilex x attenuata 'East Palatka' 1.0 Remove 144 10 Nagi Podocarpus Podocarpus nagi 2.5 Remove 145 4 East Palatka Holly Ilex x attenuata 'East Palatka' 1.0 Remove 146 10 Ear Tree Ulmus parvifolisa 'Drake' 1.0 Remove 147 12 Ear Tree Ulmus parvifolisa 'Drake' 1.0 Remove 148 13 East Palatka Holly Ilex x attenuata 'East Palatka' 1.0 Remove 149 7 Drake Elm Ulmus parvifolisa 'Drake' 2.5 Remove 150 6 Drake Elm Ulmus parv[folisa 'Drake' 2.5 Remove 151 4 Drake Elm Ulmus parvifolisa 'Drake' 3.0 Remain Existing conditions to remain 152 7 Laurel Oak Quercus lauriflora 2.0 Remove 153 28 Live Oak Quercus virginiana 3.5 Remain Existing conditions to remain 154 4 Crape Myrtle Lagerstroemia indica 3.0 Remain Existing conditions to remain 155 5 Crape Myrtle Lagerstroemia indica 3.0 Remain Existing conditions to remain 156 1 Queen Palm Syagrus romanzoffiana 2.0 Remove 157 1 Queen Palm Syagrus romanzoffiana 3.0 Remain Existing conditions to remain 158 6 Ligustrum Ligustrum lucidum 3.0 Remain Existing conditions to remain 159 12 Nagi Podocarpus Podocarpus nagi 2.5 Remove 160 24 Laurel Oak Quercus lauriflora 3.0 Remain Existing conditions to remain 161 11 Nagi Podocarpus Podocarpus nagi 2.0 Remove 162 5 East Palatka Holly Ilex x attenuata 'East Palatka' 1.0 Remove 163 60 Ear Tree Ulmus parvifolisa 'Drake' 1.0 Remove 164 15 Live Oak Quercus virginiana 3.0 Remain Existing conditions to remain 165 24 Live Oak Quercus virginiana 3.5 Remain Existing conditions to remain 166 2 Canary Island Date Palm Phoenix canariensis 2.5 Remove 167 11 Live Oak Quercus virginiana 2.0 Remove 168 31 Sand Live Oak Sabal palmetto 4.0 Remain Existing conditions to remain 169 30 East Palatka Holly Ilex x attenuata 'East Palatka' 1.0 Remove 170 9 Camphor Cinnamomum camphora 0.0 Remove 171 8 Citrus spp Citrus 2.5 Remove 172 173 10 2 Live Oak Canary Island Date Palm Quercus virginiana Phoenix canariensis 3.0 3.0 Remain Remain No special instructions needed, falls within green space Existing conditions to remain 174 24 Live Oak Quercus virginiana 3.0 Remain Existing conditions to remain 175 41 Laurel Oak Quercus lauriflora 2.0 Remove 176 177 178 179 180 4 5 6 7 4 Crape Myrtle Crape Myrtle Crape Myrtle Crape Myrtle Crape Myrtle Lagerstroemia indica Lagerstroemia indica Lagerstroemia indica Lagerstroemia indica Lagerstroemia indica 3.0 3.0 3.0 3.0 2.0 Remain Remain Remain Remain Remove No special instructions needed, falls within green space No special instructions needed, falls within green space No special instructions needed, falls within green space No special instructions needed, falls within green space 181 6 East Palatka Holly Ilex x attenuata'East Palatka' 1.0 Remove 182 32 Live Oak Quercus virginiana 4.0 Remain Existing conditions to remain 183 15 Camphor 0.0 Remove 184 185 5 10 Red Bottlebrush Live Oak Callistemon citrinus Quercus virginiana 2.0 3.0 Remain Remove Existing conditions to remain 186 187 13 11 Live Oak Live Oak Quercus virginiana Quercus virginiana 2.0 3.0 Remain Remove Existing conditions to remain 188 189 12 15 Live Oak Live Oak Quercus v[rginiana Quercus virginiana 3.0 2.5 Remain Remain Existing conditions to remain Existing conditions to remain 190 191 14 12 Live Oak Live Oak Quercus virginiana Quercus virginiana 3.0 2.5 Remain Remain Existing conditions to remain Existing conditions to remain 192 193 12 5 Live Oak East Palatka Holly Quercus virginiana Ilex x attenuata 'East Palatka' 2.5 1.0 Remove Remove 194 195 196 197 198 199 200 5 8 10 8 12 18 9 Red Bottlebrush Red Bottlebrush Red Bottlebrush East Palatka Holly Water Oak Water Oak Live Oak Callistemon citrinus Callistemon citrinus Callistemon citrinus Ilex x attenuata 'East Palatka' Quercus nigra Quercus nigra Quercus virginiana 3.0 2.5 3.0 1.0 2.5 2.5 2.0 Remain Remain Remove Remove Remove Remove Remove Existing conditions to remain Existing conditions to remain TREES TO REMAIN TREES TO BE REMOVED TREES TO BE RELOCATED PRESERVED TREES RECOMMENDED FOR REMOVAL ,45it three 4040 N. Cenbrall I Dallas, 752049 I 2 4 a 9.4060 I 2149.0990 Greystone Communities SantaFe HealthCare G R 0 U P C /v// Eng /neerbg • Transportot/on Environmental • Planing 380 Park Place Boulevard, Suite 300 Clearwater, Florida, 33759 www.tbegroup.com - 800.881.8314 License No. 3843 EIDSAI 1512 E. Broward Blvd. Fort Lauderdale, Florida, 33301 www.edsaplan.com - 954.524.3330 13 (rf >> ii < E _I LLC) � Il` c Q C/) co - (D U cn 13 PROJECT NO.: 07024 DATE: August 18, 2008 SEAL: OWNER: BVG Aquisitions,•Inc. PHASE: DRC SUBMITTAL SHEET DESCRIPTION: PRESERVATION SCHEDULE SHEET NUMBER: L2.07 w �LU U L_ I-- L C L 0 z V PRESERVATION SCHEDULE 201 10 Live Oak Quercus virginiana 2.5 Remain Existing conditions to remain 202 5 East Palatka Holly Ilex x attenuata'East Palatka' 1.0 Remove 203 8 East Palatka Holly Ilex x attenuata'East Palatka' 1.0 Remove 204 5 East Palatka Holly Ilex x attenuata'East Palatka' 1.0 Remove 205 18 Live Oak Quercus virginiana 2.5 Remove 206 25 Sand Live Oak Quercus geminata 2.5 Remove 207 2 Canary Island Date Palm Phoenix canariensis 3.0 Remain Existing conditions to remain 208 6 Laurel Oak Quercus lauriflora 3.0 Remain Existing conditions to remain 209 7 Laurel Oak Quercus lauriflora 3.0 Remain Existing conditions to remain 210 10 Laurel Oak Quercus lauriflora 2.5 Remove 211 4 East Palatka Holly Ilex x attenuata'East Palatka' 1.0 Remove 212 4 East Palatka Holly Ilex x attenuata'East Palatka' 1.0 Remove 213 5 East Palatka Holly Ilex x attenuata'East Palatka' 1.0 Remove 214 1 Queen Palm Syagrus romanzoffiana 3.0 Remain Existing conditions to remain 215 25 Longleaf Pine Pinus palustris 1.0 Remove 216 7 Cherry Laurel Prunus caroliniana 1.5 Remove 217 8 Water Oak Quercus nigra 2.0 Remove 218 48 Live Oak Quercus virginiana 4.5 Remain Existing conditions to remain 219 1 Pindo Palm Butia capitata 3.0 Remain Existing conditions to remain 220 8 Laurel Oak Quercus lauriflora 3.0 Remain Existing conditions to remain 221 8 Laurel Oak Quercus lauriflora 3.0 Remain Existing conditions to remain 222 10 Laurel Oak Quercus lauriflora 2.5 Remove 223 1 Queen Palm Syagrus romanzoffiana 3.0 Remain Existing conditions to remain 224 10 Laurel Oak Quercus lauriflora 3.0 Remain Existing conditions to remain 225 6 East Palatka Holly Ilex x attenuata'East Palatka' 1.0 Remove 226 8 East Palatka Holly Ilex x attenuata'East Palatka' 1.0 Remove 227 8 East Palatka Holly Ilex x attenuata'East Palatka' 1.0 Remove 228 6 Crape Myrtle Lagerstroemia indica 3.0 Remain Existing conditions to remain 229 6 Crape Myrtle Lagerstroemia indica 3.0 Remain Existing conditions to remain 230 17 Longleaf Pine Pinus palustris 3.5 Remain Existing conditions to remain 231 19 Longleaf Pine Pinus palustris 4.0 Remain Existing conditions to remain 232 8 Crape Myrtle Lagerstroemia indica 3.0 Remain Existing conditions to remain 233 4 Crape Myrtle Lagerstroemia indica 3.0 Remain Existing conditions to remain 234 9 Crape Myrtle Lagerstroemia indica 3.0 Remain Existing conditions to remain 235 6 Crape Myrtle Lagerstroemia indica 3.0 Remain Existing conditions to remain 236 22 Sand Live Oak Sabal palmetto 3.5 Remain Existing conditions to remain 237 13 Sand Live Oak Sabal palmetto 3.5 Remain Existing conditions to remain 238 6 Sand Live Oak Sabal palmetto 3.0 Remain Existing conditions to remain 239 16 Sand Live Oak Sabal palmetto 3.5 Remain Existing conditions to remain 240 23 Laurel Oak Quercus lauriflora 2.0 Remove 241 1 Queen Palm Syagrus romanzoffiana 3.0 Remain Existing conditions to remain 242 22 Laurel Oak Quercus lauriflora 2.5 Remove 243 9 Laurel Oak Quercus lauriflora 2.5 Remove 244 30 Live Oak Quercus virginiana 2.5 Remain Existing conditions to remain 245 7 Chinese Tallow Sapium sebiferum 0.0 Remove 246 6 Chinese Tallow Sapium sebiferum 0.0 Remove 247 13 Chinese Tallow Sapium sebiferum 0.0 Remove 248 12 Chinese Tallow Sapium sebiferum 0.0 Remove 249 14 Live Oak Quercus virginiana 3.0 Remain Existing conditions to remain 250 16 Live Oak Quercus virginiana 3.0 - Remain Existing conditions to remain 251 28 Live Oak Quercus virginiana 2.5 Remain Existing conditions to remain 252 17 Norfolk Island Pine Araucaria heterophylla 1.0 Remove 253 13 Southern Magnolia Magnolia grandiflora 2.0 Remove 254 1 Queen Palm Syagrus romanzoffiana 2.0 Remove 255 1 Queen Palm Syagrus romanzoffiana 1.5 Remove 256 16 Live Oak Quercus virginiana 3.0 Remain Existing conditions to remain 257 12 Live Oak Quercus virginiana 3.0 Remain Existing conditions to remain 258 8 Norfolk Island Pine Araucaria heterophylla 1.0 Remove 259 20 East Palatka Holly Ilex x attenuata'East Palatka' 1.0 Remove 260 8 Laurel Oak Quercus lauriflora 2.5 Remove 261 6 Live Oak Quercus wirginiana 2.5 Remove 262 7 Live Oak Quercus virginiana 2.0 Remove 263 22 East Palatka Holly Ilex x attenuata'East Palatka' 1.0 Remove 264 15 Live Oak Quercus virginiana 1.5 Remove 265 14 Laurel Oak Quercus lauriflora 2.0 Remove 266 16 Ear Tree Ulmus parvifolisa 'Drake 1.0 Remove 267 24 Water Oak Quercus nigra 2.0 Remove 268 18 Sand Live Oak Sabal palmetto 4.5 Remain Just outside the property line 269 7 Magnolia Magnolia 1.5 Remove 270 16 Jacaranda Jacaranda mimosifolia 1.0 Remove 271 15 Cherry Laurel Prunus caroliniana 2.0 Remove 272 18 Chinese Tallow Tdadica sebifera 0.0 Remove 273 11 Cherry Laurel Prunus caroliniana 1.5 Remove 274 14 Nagi Podocarpus Podocarpus nagi 2.0 Remove 275 17 Cherry Laurel Prunus caroliniana 1.0 Remove 276 1 Queen Palm Syagrus romanzoffiana 2.5 Remove 277 7 Live Oak Quercus virginiana 2.5 Remove 278 20 Longleaf Pine Pinus palustris 4.5 Remain X X Remove existing sidewalk with light equipment, root prune as shown on plan for new road and parking area, existing sanitary line to remain abandoned and filled 279 4 Crape Myrtle Lagerstroemia indica 3.0 Remove 280 12 Live Oak Quercus virginiana 2.5 Remove 281 8 Cherry Laurel Prunus caroliniana 1.5 Remove 282 1 Queen Palm Syagrus romanzoffiana 1.5 Remove 283 9 Cherry Laurel Prunus caroliniana 1.5 Remove 284 5 Cherry Laurel Prunus caroliniana 2.0 Remove 285 7 Cherry Laurel Prunus caroliniana 2.0 Remove 286 9 Laurel Oak Quercus lauriflora 3.0 Remain X No special instructions needed, falls within green space 287 11 Crape Myrtle Lagerstroemia indica 3.0 Remain X Perimeter chain -link fence will be adjusted on -site to accommodate tree 288 7 Live Oak Quercus % irginiana 2.5 Remove 289 8 Live Oak Quercus virginiana 2.5 Remove 290 13 Hong Kong Orchid Bauhinia blakeana 1.0 Remove 291 8 Live Oak Quercus virginiana 3.0 Remove 292 10 Norfolk Island Pine Araucaria heterophylla 1.0 Remove 293 21 Live Oak Quercus virginiana 4.0 Remain X X Remove existing sidewalk with light equipment, then add barricade, root prune as shown on plan for new parking area 294 11 Live Oak Quercus virginiana 3.0 Remove 295 7 Live Oak Quercus virginiana 2.0 Remove 296 51 Live Oak Quercus virginiana 4.5 Remain X X Remove existing building from beneath canopy, root prune as shown on plan for new road and parking area 297 2 Canary Island Date Palm Phoenix canariensis 3.0 Remove 298 2 Canary Island Date Palm Phoenix canariensis 3.0 Relocate 299 2 ICanary Island Date Palm Phoenix canariensis 3.0 Relocate 300 1 7 ICitrus spp I Citrus 2.0 Remove TREES TO REMAIN TREES TO BE REMOVED TREES TO BE RELOCATED PRESERVED TREES RECOMMENDED FOR REMOVAL three 4040 Nsuits 200 I Da�75204 a 21 telephone I 27facaintle90 Greystone Communities SantaFe HealthCare LY IE G R 0 U P Clvff Engineeift • Transportation Envlronmente/ • P /annfng 380 Park Place Boulevard, Suite 300 Clearwater, Florida, 33759 www.tbegroup.com - 800.861.8314 License No. 3843 EIDSAI 1512 E. Broward Blvd. Fort Lauderdale, Florida, 33301 www.edsaplan.com - 954.524.3330 13 E J E LL J CU CD &� CU ia_' CZ c M CD Q ;l PROJECT NO.: 07024 DATE: August 18, 2008 SEAL: 0%" OWNER: BVG Aquisitions, Inc. PHASE: DRC SUBMITTAL SHEET DESCRIPTION: PRESERVATION SCHEDULE SHEET NUMBER: L2.08 M I-- w eZ3 C, " W C J L _> 7 C9 W Ut n: • - 'o �" PRESERVATION SCHEDULE 301 6 Citrus spp Citrus 2.0 Remove 302 46 Live Oak Quercus virginiana 4.0 Remain X X X Remove existing sidewalk with light equipment, barricade trees as shown for new building construction, remove barricades for garden construction, existing sanitary line to remain abandoned and fi 303 30 Live Oak Quercus virginiana 4.5 Remain X X Remove existing sidewalk with light equipment, barricade trees as shown for new building construction, remove barricades for garden construction, existing sanitary line to remain abandoned and fi 304 6 Indian Rosewood Dalbergia sissoo 1.0 Remove 305 6 Chinese Tallow Triadica sebifera 1.0 Remove 306 1 Queen Palm Syagrus romanzoffiana 2.5 Remove 307 12 Live Oak Quercus virginiana 3.5 Remove 308 22 Live Oak Quercus virginiana 2.5 Remove 309 1 Queen Palm Syagrus romanzoffiana 3.0 Remove 310 11 Live Oak Quercus virginiana 2.5 Remove 311 11 Live Oak Quercus virginiana 2.5 Remove 312 10 Live Oak Quercus virginiana 2.5 Remove 313 18 Live Oak Quercus virginiana 2.5 Remove 314 17 Live Oak Quercus virginiana 2.5 Remain X Root prune for new parking area, tree falls wiihin parking island 315 31 Live Oak Quercus virginiana 3.5 Remove 316 49 Live Oak Quercus virginiana 2.5 Remain X Cabling and bracing to be performed by ISA Certified Arborist 317 38 Live Oak Quercus virginiana 3.0 Remain No special instructions needed, falls into a green space 318 24 Live Oak Quercus virginiana 3.0 Remain No special instructions needed, falls into a green space 319 26 Live Oak Quercus virginiana 3.0 Remain No special instructions needed, falls into a green space 320 7 Ligustrum Ligustrum lucidum 3.0 Relocate 321 17 Live Oak Quercus virginiana 3.5 Remain X Perimeter chain -link fence will be adjusted on -site to accommodate trees 322 13 Laurel Oak Quercus lauriflora 2.5 Remain X Root prune as shown on plan for new parking area 323 24 Live Oak Quercus virginiana 2.5 Remain Just outside the property line 324 40 Live Oak Quercus virginiana 2.5 Remain X X Cable and brace, remove existing sidewalk with light equipment, barricade for protection 325 1 Sabal Palm Sabal palmetto 3.0 Remain X No special instructions needed, falls into a green space 326 13 live Oak Quercus virginiana 2.5 Remain X X Perimeter chain -link fence will be adjusted on -site to accommodate trees 327 24 Laurel Oak Quercus lauriflora 2.0 Remove X 328 23 Live Oak Quercus virginiana 3.0 Remain X Perimeter chain -link fence will be adjusted on -site to accommodate trees 329 1 Queen Palm Syagrus romanzoffiana 2.0 Remove 330 8 Laurel Oak Quercus lauriflora 2.5 Remove 331 4 East Palatka Holly Ilex x attenuata 'East Palatka' 1.0 Remove 332 4 East Palatka Holly Ilex x attenuata 'East Palatka' 1.0 Remove 333 5 East Palatka Holly Ilex x attenuata 'East Palatka' 1.0 Remove 334 5 East Palatka Holly Ilex x attenuata'East Palatka' 1.0 Remove 335 8 Southern Magnolia Magnolia grandiflora 3.5 Remain X X Root prune as shown on plan for new sidewalk, retaining wall will maintain existing grade at base of tree, existing sanitary line to remain abandoned and filled 336 32 East Palatka Holly Ilex x attenuata 'East Palatka' 1.0 Remove 337 20 Live Oak Quercus virginiana 2.5 Remove 338 41 Live Oak Quercus virginiana 2.5 Remove 339 1 Queen Palm Syagrus romanzoffiana 3.0 Remove 340 18 Sand Live Oak Quercus geminata 3.0 Remove 341 11 Laurel Oak Quercus lauriflora 2.5 Remove 342 13 Water Oak Quercus nigra 2.0 Remove 343 343 Live Oak Quercus virginiana 2.5 Remove 344 1 Sabal Palm Sabal palmetto 3.0 Remove 345 18 Water Oak Quercus nigra 2.0 Remove 346 7 Norfolk Island Pine Araucaria heterophylla 1.0 Remove 347 14 Laurel Oak Quercus lauriflora 3.0 Remove 348 14 Chinese Tallow Triadica sebifera 1.0 Remove 349 1 Queen Palm Syagrus romanzoffiana 3.0 Remove 350 2 Canary Island Date Palm Phoenix canariensis 3.0 Relocate 351 36 East Palatka Holly Ilex x attenuata 'East Palatka' 1.0 Remove 352 29 laurel Oak Quercus lauriflora 3.0 Remain X X Root prune as shown on plan for new sidewalk, retaining wall will maintain existing grade at base of tree, existing sanitary lines to remain abandoned and filled 353 15 Laurel Oak Quercus lauriflora 2.5 Remove 354 2 Sabal Palm Saba[ palmetto 3.0 Remove 355 4 East Palatka Holly Ilex x attenuata 'East Palatka' 1.0 Remove 356 26 Live Oak Quercus virginiana 2.5 Remain X X X Remove existing concrete pad with light equipment, barricade trees for new sidewalk construction 357 22 Live Oak Quercus virginiana 2.5 Remain X X X Remove existing concrete pad with light equipment, barricade trees for new sidewalk construction, root prune for proposed road as shown on plan 358 2 Chinese Fan Palm L[vistona chinensis 4.0 Relocate 359 6 Laurel Oak Quercus lauriflora 1.5 Remove 360 8 Laurel Oak Quercus lauriflora 3.5 Remove 361 58 Live Oak Quercus virginiana 3.0 Remain X X X X Elevate canopy on north side to accommodate new building, root prune for new building and retention pond, existing sanitary lines to remain abandoned and filled 362 2 Chinese Fan Palm Livistona chinensis 3.5 Remain X Remove existing concrete walk with light equipment 363 2 Chinese Fan Palm Livistona chinensis 3.5 Remain X X Remove existing concrete walk with light equipment, root prune on south side to accommodate existing building demolition 364 25 Drake Elm Ulmus parvifolisa 'Drake' 3.0 Remove 365 16 Drake Elm Ulmus parvifolisa 'Drake' 2.0 Remove 366 25 Drake Elm Ulmus parvifolisa 'Drake' 3.0 Remain Remove existing sidewalk with light equipment, elevate canopy on north side for new building, root prune as shown on plan, existing sanitary lines to remain abandoned and filled 367 39 Live Oak Quercus virginiana 3.5 Remain X X Remove existing sidewalk with light equipment, root prune as shown on plan for retaining wall, wall will maintain grade, existing sanitary line to remain abandoned and filled 368 1 Washington Palm Washingtonia robusta 3.0 Remove 369 53 Live Oak Quercus virginiana 2.0 Remove 370 7 Crape Myrtle Lagerstroemia indica 3.0 Remove 371 4 Crape Myrtle Lagerstroemia indica 3.0 Remove 372 1 8 Crape Myrtle Lagerstroemia indica 3.0 Remove 373 12 Crape Myrtle Lagerstroemia indica 3.0 Remove 374 11 Crape Myrtle Lagerstroemia indica 3.0 Remove 375 8 Crape Myrtle Lagerstroemia indica 2.5 Remove 376 7 Crape Myrtle Lagerstroemia indica 2.5 Remove 377 9 Golden Rain Tree Koelreuteria paniculata 2.0 Remove 378 12 Red Maple Acer rubrum 2.5 Remove 379 1 Washington Palm Washingtonia robusta 4.5 Remain No special instruction, tree falls within green space 380 1 Washington Palm Washingtonia robusta 3.5 Remove 381 1 Washington Palm Washingtonia robusta 3.5 Remove 382 29 Live Oak Quercus virginiana 2.0 Remove 383 16 Live Oak Quercus virginiana 1.5 Remain X No special instruction, tree falls within green space 384 25 Live Oak Quercus virginiana 3.5 Remain X No special instruction, tree falls within green space 385 24 Live Oak Quercus virginiana 3.5 Remain X Remove sidewalk with light equipment, tree falls within green space 386 21 Live Oak Quercus virginiana 3.5 387 50 Live Oak Quercus virginiana 4.0 Remain X X X Remove sidewalk with light equipment, tree falls within green space 388 19 Live Oak Quercus virginiana 2.5 Remove 389 29 live Oak Quercus virginiana 3.0 Remove 390 29 Live Oak Quercus Virginiana 3.5 Remove 391 20 Live Oak Quercus virginiana 2.5 Remove 392 2 Chinese Fan Palm Livistona chinensis 4.0 Relocate 393 2 Chinese Fan Palm Livistona chinensis 4.0 Relocate 394 2 Chinese Fan Palm Livistona chinensis 4.0 Relocate 395 1 Washington Palm Washingtonia robusta 2.0 Remove 396 1 Washington Palm Washingtonia robusta 3.5 Remove 397 15 Laurel Oak Quercus lauriflora 3.5 Remain X X X Remove sidewalk with light equipment, elevate canopy for new building construction 398 35 Live Oak Quercus virginiana 4.0 Remain X X X Elevate canopy to accommodate new building, 399 18 Live Oak Quercus virginiana 2.5 Remain X No special instruction needed, falls within green space 400 12 Live Oak Quercus virginiana 2.0 Remove TREES TO REMAIN TREES TO BE REMOVED TREES TO BE RELOCATED PRESERVED TREES RECOMMENDED FOR REMOVAL th ree 4040 N. Central Expwy Dallas, Texas 214559.4080 214559.0990 suite 200 75204 I telephone I facsimile Greystone Communities SantaFe HealthCare 2J719 17 G R 0 U P C /v!/ Engineeift • Transportadon EOV1lonment01 • P /ennfng 3B0 Park Place Boulevard, Suite 300 Clearwater, Florida, 33759 www.tbegroup.com - 800.861.8314 License No. 3843 1EIDSAI 1512 E. Broward Blvd. Fort Lauderdale, Florida, 33301 www.edsaplan.com - 954.524.3330 < E J E LL ft u 9 U LU ICU c "l�ft W CU U , qm, Cn [3 PROJECT NO.: 07024 DATE: August X18, `2'0M ° SEAL: t , Z I I I .A °. all •^ } •• + },Ai 'fr6711� ( i OWNER: BVG Aquisitions, Inc. PHASE: DRC SUBMITTAL SHEET DESCRIPTION: PRESERVATION SCHEDULE SHEET NUMBER: L2.09 f- z N p o fry In C'-4 �LU , Q U PRESERVATION SCHEDULE 401 5 Live Oak Quercus virginiana 1.5 Remove �t� LY --4 U O"_ , 402 11 Live Oak Quercus virginiana 3.0 Remain Falls directly on property line, perimeter chain -link fence will be adjusted on -site to accommodate trees 403 5 Live Oak Quercus virginiana 2.0 Remove 404 9 Live Oak Quercus virginiana 2.0 Remove 405 12 Live Oak Quercus virginiana 2.0 Remove 406 14 Stump 0.0 Remove 407 11 Laurel Oak Quercus lauriflora 2.5 Remain Falls directly on property line, perimeter chain -link fence will be adjusted on -site to accommodate trees 408 9 Live Oak Quercus virginiana 2.0 Remove 409 6 Laurel Oak Quercus lauriflora 0.5 Remove 410 1 29 Live Oak Quercus virginiana 4.0 Remain X X Root prune as shown on plan, and elevate canopy for new buildling, cable and brace 411 33 Live Oak Quercus virginiana 4.0 Remain X X X Root prune as shown on plan, and elevate canopy for new buildling, cable and brace, elevate canopy on northern side, building roof drain above ground 412 12 Live Oak Quercus virginiana 2.0 Remove 413 15 Live Oak Quercus virginiana 2.0 Remove 414 8 Live Oak Quercus virginiana 1.5 Remove 415 10 Laurel Oak Quercus lauriflora 2.0 Remove 416 12 Laurel Oak Quercus lauriflora 1.0 Remove 417 11 Water Oak Quercus nigra 0.5 Remove 418 17 Live Oak Quercus virginiana 2.5 Remove 419 16 Live Oak Quercus virginiana 3.5 Remain X No special instruction needed, falls within green space 420 24 Live Oak Quercus virginiana 3.0 Remain X No special instruction needed, falls within green space 421 15 Live Oak Quercus virginiana 2.5 Remove 422 18 Live Oak Quercus virginiana 2.5 Remove 423 10 Live Oak Quercus virginiana 3.0 Remain Falls directly on property line, perimeter chain -link fence will be adjusted on site to accommodate trees 424 33 Live Oak Quercus virginiana 3.0 Remain X No special instruction needed, falls within green space 425 5 Cherry Laurel Prunus caroliniana 2.0 Remain Falls directly on property line, perimeter chain -link fence will be adjusted on -site to accommodate trees 426 6 Cherry Laurel Prunes caroliniana 2.0 Remain Falls directly on property line, perimeter chain -link fence will be adjusted on -site to accommodate trees 427 10 Live Oak Quercus virginiana 2.0 Remove 428 8 Laurel Oak Quercus lauriflora 1.0 Remove 429 23 Laurel Oak Quercus lauriflora 2.0 Remove 430 13 Live Oak Quercus virginiana 2.0 Remove 431 29 Live Oak Quercus virginiana 3.0 Remain X X X Root prune as shown on plan, elevate canopy for new building, elevate canopy on southeast side, building roof drain above ground 432 24 Live Oak Quercus virginiana 2.5 Remain X X X Root prune as shown on plan for new building and sidewalk, elevate canopy for new building 433 62 Live Oak Quercus virginiana 2.5 Remain X X X Root prune as shown on plan for new road 434 1 Queen Palm Syagrus romanzof6ana 2.0 Remove 435 32 Live Oak Quercus virginiana 2.0 Remove 436 32 Live Oak Quercus virginiana 4.0 Remain X X X Remove curbing and concrete pad with light equipment, do not fill over roots, tree falls within green space, existing sanitary line to remain abandoned and filled 437 20 Camphor Cinnamomum camphora 0.0 Remove 438 6 Viburnum Viburnum Remove 439 6 Laurel Oak Quercus lauriflora 3.0 Relocate 440 10 Southern Magnolia Magnolia grandiflora 3.5 Remain X X Falls within green space, root prune for new driveway and electrical lines 441 19 Avocado Persea americana 1.5 Remove 442 6 Crape Myrtle Lagerstroemia indica 3.5 Remove 443 6 Crape Myrtle Lagerstroemia indica 4.0 Remove 444 8 Laurel Oak Quercus lauriflora 3.5 Remain Remove concrete sidewalk with light equipment, root prune for new sidewalk, existing sanitary line to remain abandoned and filled 445 10 Fire Thorn Pyracantha coccinea Remove 446 6 Crape Myrtle Lagerstroemia indica 3.0 Remove 447 35 Live Oak Quercus virginiana 3.0 Remain X X X X Remove existing sidewalk with light equipment, elevate canopy on both sides for two new buildings, cable and brace, existing sanitary line to remain abandoned and filled 448 67 Live Oak Quercus virginiana 2.0 Remain X X Remove existing sidewalk with light equipment, cable and brace to ensure structural stability 449 24 Live Oak Quercus virginiana 3.5 Remain X Remove existing sidewalk with light equipment 450 62 Live Oak Quercus virginiana 3.5 Remain X Remove existing sidewalk with light equipment, existing sanitary line to remain abandoned and filled 451 1 Washington Palm Washingtonia robusta 0.0 Remove 452 28 Water Oak Quercus nigra 2.0 Remove 453 14 Live Oak Quercus virginiana 2.5 Remove 454 17 Slash Pine Pinus elliottii 3.0 Remain X X Remove existing sidewalk with light equipment 455 16 Laurel Oak Quercus lauriflora 3.0 Remain X X Remove existing sidewalk with light equipment 456 31 Live Oak Quercus virginiana 3.0 Remain X X X Elevate canopy to accommodate new building, remove sidewalk with light equipment, root prune as shown 457 29 Live Oak Quercus virginiana 3.0 Remain X X Remove existing sidewalk with light equipment 458 8 Live Oak Quercus virginiana 1.5 Remove 459 9 Live Oak Quercus virginiana 2.0 Remove 460 23 Live Oak Quercus virginiana 3.5 Remain No special instruction needed, tree falls within green space 461 34 Live Oak Quercus virginiana 1.0 Remove 462 28 Water Oak Quercus nigra 1.0 Remove 463 12 Live Oak Quercus virginiana 2.0 Remove 464 12 Water Oak Quercus nigra 2.0 Remove 465 13 Live Oak Quercus virginiana 2.5 Remove 466 13 Live Oak Quercus virginiana 3.0 Remain No special instruction needed, tree falls within green space 467 24 Live Oak Quercus virginiana 3.0 Remain X No special instruction needed, tree falls within green space 468 24 Live Oak Quercus virginiana 3.5 Remain X X No special instruction needed, tree falls within green space 469 26 Live Oak Quercus virginiana 3.5 Remain X X Root prune in preparation for proposed retention pond, 470 29 Live Oak Quercus virginiana 4.0 Remain X X Root prune in preparation for proposed retention pond 471 472 473 474 475 476 477 25 36 2 2 44 26 39 Live Oak Live Oak Canary Island Date Palm Canary Island Date Palm Live Oak Live Oak Live Oak Quercus virginiana Quercus virginiana Phoenix canariensis Phoenix canariensis Quercus virginiana Quercus virginiana Quercus virginiana 3.5 3.0 4.5 3.5 2.5 3.5 3.0 Remain Remain Remain Remain Remain Remain Remain X X X X X X No special instruction needed, tree falls within green space Root prune in preparation for proposed retention pond, existing sanitary line to remain abandoned and filled No special instruction needed, tree falls within green space No special instruction needed, tree falls within green space No special instruction needed, tree falls within green space Tree falls in green space, perimeter fence will need to be adjusted on -site to avoid tree Just outside of property line 478 29 Live Oak Quercus virginiana 3.0 Remain Just outside of property line 479 480 28 24 Live Oak Live Oak Quercus virginiana Quercus virginiana 3.5 3.5 Remain Remove X X Remove existing sidewalk with light equipment, carefully remove #480 from adjacent area, root prune for new sidewalk and proposed sanitary line 481 21 Water Oak Quercus nigra 2.0 Remove 482 12 Chinese Tallow Tdadica sebifera 0.0 Remove 483 9 Chinese Tallow Tdadica sebifera 0.0 Remove 484 37 Live Oak Quercus virginiana 2.5 Remain X X Elevate canopy for new building 485 12 Persimmon Diospyros virginiana 3.0 1 Remain No special instructions needed, falls within green space 486 18 Live Oak Quercus virginiana 2.0 Remain X Remove vines and maintain 487 26 Live Oak Quercus virginiana 3.5 Remain X X Elevate canopy for new building 488 22 Live Oak Quercus virginiana 3.0 Remain X X Elevate canopy for new building 489 490 29 12 Live Oak Live Oak Quercus virginiana Quercus virginiana 4.0 2.0 Remain Remove X X X Elevate canopy for new building on either side, existing sanitary, line to remain abandoned and filled 491 492 493 494 24 23 36 18 Water Oak Live Oak Live Oak Live Oak Quercus nigra Quercus virginiana Quercus virginiana Quercus virginiana 2.5 3.0 3.0 1.0 Remain Remain Remove Remove X X X X X Root prune as shown on plan for retaining wall, elevate canopy for new building Root prune as shown on plan for retaining wall, elevate canopy for new building 495 1 Sabal Palm Sabal palmetto 3.5 Remain No barricade needed, falls on bank of creek 496 497 1 1 Washington Palm Washington Palm Washingtonia robusta Washingtonia robusta 3.5 0.5 Remain Remove Remove #497 from beneath canopy 498 499 25 31 Laurel Oak Water Oak Quercus lauriflora Quercus nigra 1 3.5 1.5 1 Remain Remove X X Remove existing sidewalk with light equipment, elevate canopy for new building, root prune for existing building and proposed electical lines as shown on plan TREES TO REMAIN TREES TO BE REMOVED Tree #425: "It is located on the property line and as the cherry laurel is not prone to structural failure it could remain." TREES TO BE RELOCATED Tree #426: "It is located on the property line and as the cherry laurel is not prone to structural failure it could remain." Tree #448: "The overall form and live crown ratio are above average and this tree could be preserved if it falls into a green area and it is cabled and braced to ensure structural stability." PRESERVED TREES RECOMMENDED FOR REMOVAL Tree #486: "This tree could be preserved due to its location in the flood plain and will improve if the vines are removed and it is maintained properly." three 4040 N. Central Expwy I Dallas, Texas I 214559.4080 200 I 214.559.0990 suite 75204 telephone facsimile Greystone Communities SantaFe HealthCare G R o u P C /v// Eng/neer/ng Transportation Env/ionmonta/ P/ann/ng 380 Park Place Boulevard, Suite 300 Clearwater, Florida, 33759 www.tbegroup.com - 800.861.8314 License No. 3843 EID55/41 1512 E. Broward Blvd. Fort Lauderdale, Florida, 33301 www.edsaplan.com - 954.524.3330 c It E LL v o> L LU J CU cn (U u. - ro cn PROJECT NO.: 07024 DATE: August 18, 2008 SEAL: ��'' •r - OWNER: BVG Aquisitions, Inc. PHASE: DRC SUBMITTAL SHEET DESCRIPTION: PRESERVATION SCHEDULE SHEET NUMBER : L2.10 w CXn ` ^J �t� LY --4 U O"_ , � L PRESERVATION SCHEDULE 500 26 Live Oak Quercus virginiana 3.0 Remain X X Root prune for proposed electrical lines and retention pond as shown on plan 501 8 Citrus spp Citrus 2.0 Remove 502 26 Live Oak Quercus virginiana 3.0 Remain X X Remove #501 from beneath canopy, root prune and elevate canopy for new building, proposed electrical lines and retention pond 503 51 Water Oak Quercus nigra 1.5 Remove 504 36 Laurel Oak Quercus lauriflora 2.0 Remove 505 2 Canary Island Date Palm Phoenix canariensis 3.5 Relocate 506 11 Live Oak Quercus virginiana 2.0 Remove 507 13 Live Oak Quercus virginiana 2.5 Remove 508 26 Live Oak Quercus virginiana 3.0 Remove 509 2 Canary Island Date Palm Phoenix canariensis 4.0 Remain Retaining wall will maintain existing grade 510 20 Live Oak Quercus virginiana 3.0 Remove 511 19 Live Oak Quercus % irginiana 3.0 Remove 512 24 Live Oak Quercus virginiana 3.0 Remain X X Remove sidewalk with light equipment, root prune for new building construction 513 36 Live Oak Quercus virginiana 3.5 Remain X X X Elevate canopy for new building 514 2 Canary Island Date Palm Phoenix canariensis 3.5 Remain No barricade needed, falls along bank of creek 515 19 Live Oak Quercus virginiana 1.5 Remove 516 20 Live Oak Quercus virginiana 3.0 Remain X No special instructions needed, falls within green space 517 16 Live Oak Quercus virginiana 3.0 Remain X No special instructions needed, falls within green space 518 32 Live Oak Quercus virginiana 2.0 Remove 519 12 Live Oak Quercus virginiana 2.5 Remain No special instructions needed, falls within green space 520 1 Washington Palm Washingtonia robusta 0.0 Remove 521 20 Laurel Oak Quercus lauriflora 3.0 Remain X Remove existing wooden dock, tree within ravine, barricade only needed at top of bank, existing stormwater pipe to remain abandoned and filled 522 17 Red Maple Callistemon citrinus 3.0 Remain X Remove existing wooden dock, tree within ravine, barricade only needed at top of bank, existing stormwater pipe to remain abandoned and filled 523 28 Laurel Oak Quercus lauriflora 3.0 Remain X Remove existing wooden dock, tree within ravine, barricade only needed at top of bank 524 15 Live Oak Quercus virginiana 2.5 Remain X No special instructions needed, falls within green space 525 1 Sabal Palm Sabal palmetto 4.0 Remain X No special instructions needed, falls within green space 526 26 Live Oak Quercus virginiana 3.5 Remove 527 46 Live Oak Quercus virginiana 2.0 Remove 528 12 Laurel Oak Quercus lauriflora 3.0 Remove 529 13 Southern Magnolia Magnolia grandiflora 2.5 Remove 530 36 Live Oak Quercus virginiana 3.0 Remove 531 15 Camphor Cinnamomum camphora 0.0 Remove 532 2 Canary Island Date Palm Phoenix canariensis 3.5 Remain X No special instructions needed, falls within green space 533 23 Water Oak Quercus nigra 1.0 Remove 534 30 American Elm Ulmus americana 2.5 Remove 535 2 Canary Island Date Palm Phoenix canariensis 3.0 Remain X Remove existing sidewalk with light equipment, root prune as shown on plan 536 42 Laurel Oak Quercus lauriflora 2.5 Remain X X Needs an undisturbed rooting area equal to one foot radius for each inch of trunk diameter 537 Coastal Plain Willow Salix caroliniana n/a Remain X No barricade needed, falls on bank of creek 538 23 Live Oak Quercus virginiana 3.0 Relocate 539 20 Live Oak Quercus virginiana 3.0 Remain X Tree falls on bank of creek, barricade only needed on top of bank side 540 63 Live Oak Quercus virginiana 2.5 Remain X X Tree falls on bank of creek, barricade only needed on top of bank side 541 19 Live Oak Quercus virginiana 3.5 Remain X Tree falls on bank of creek, barricade only needed on top of bank side 542 13 Live Oak Quercus virginiana 0.5 Remove 543 9 Live Oak Quercus virginiana 2.0 Remove 544 36 Live Oak Quercus virginiana 3.5 Remain X X Tree falls on bank of creek, barricade only needed on top of bank side 545 24 Live Oak Quercus virginiana 3.0 Remain X Tree falls on bank of creek, barricade only needed on top of bank side 546 9 East Palatka Holly Ilex x attenuata 'East Palatka' 1.0 Remove 547 1 Queen Palm Syagrus romanzoffiana 2.0 Remove 548 5 East Palatka Holly Ilex x attenuata 'East Palatka' 1.0 Remove 549 8 Ligustrum Ligustrum lucidum 4.0 Remove 550 12 Live Oak Quercus virginiana 3.5 Remain Root prune as shown on plan for new parking areas 551 6 Crape Myrtle Lagerstroemia indica 3.5 Remove 552 6 Chinese Tallow Tdadica sebifera 0.0 Remove 553 13 Southern Red Cedar Juniperus silicicola 2.5 Remove 554 21 Water Oak Quercus nigra 3.5 Remain Root prune as shown on plan for new parking areas 555 28 Sand Live Oak Sabal palmetto 4.5 Remain Root prune as shown on plan for new parking areas 556 6 Crape Myrtle Lagerstroemia indica 3.0 Relocate 557 18 Longleaf Pine Pinus palustris 3.5 Remain X No special instructions needed, falls within green space 558 18 Longleaf Pine Pinus palustris 3.5 Remain X No special instructions needed, falls within green space 559 18 Longleaf Pine Pinus palustris 2.5 Remain X No special instructions needed, falls within green space 560 23 Longleaf Pine Pinus palustris 4.0 Remain X X Root prune as shown on plan for new parking areas 561 20 Longleaf Pine Pinus palustris 3.5 Remain X No special instruction needed, falls within green space 562 26 Longleaf Pine Pinus palustris 3.5 Remain X X No special instruction needed, falls within green space 563 17 Live Oak Quercus virginiana 2.0 Remove X X 564 19 Live Oak Quercus virginiana 1.5 Remove 565 1 11 Cuban Laurel Ficus retusa 0.0 Remove 566 22 Southern Red Cedar Juniperus silicicola 1.5 Remove 567 1 Queen Palm Syagrus romanzoffiana 3.0 Remove 568 9 Live Oak Quercus virginiana 4.0 Remain X No special instructions needed, falls within green space 569 22 Camphor Cinnamomum camphora 0.0 Remove 570 48 Laurel Oak Quercus lauriflora 3.0 Remain X X X X Remove existing sidewalk with light equipment, root prune as shown on plan for new sidewalk and road 571 12 Live Oak Quercus virginiana 2.5 Remain X X X Remove existing sidewalk with light equipment, root prune as shown on plan for new sidewalk and parking area 572 11 Live Oak Quercus virginiana 3.5 Relocate 573 9 Live Oak Quercus virginiana 3.0 Remain X Barricade with one side open to leave room for utility installation 574 12 Citrus spp Citrus 1.5 Remove 575 26 Live Oak Quercus virginiana 3.0 Remove 576 6 Citrus spp Citrus 0.5 Remove 577 9 Camphor Cinnamomum camphora 0.0 Remove 578 23 Live Oak Quercus virginiana 3.5 Remove 579 22 Live Oak Quercus virginiana 3.0 Remove 580 1 Queen Palm Syagrus romanzoffiana 2.5 Remove 581 1 Queen Palm Syagrus romanzoffiana 3.0 Remove 582 29 Sand Live Oak Sabal palmetto 3.5 Remain X X Root prune as shown on plan for new road, elevate canopy to 15' above new road, existing sanitary line to remain abandoned and filled 583 27 East Palatka Holly Ilex x attenuata 'East Palatka' 1.0 Remove 584 30 Laurel Oak Quercus lauriflora 2.0 Remove 585 12 Arbonntae Platycladus orientalis 3.0 Remove 586 1 Queen Palm Syagrus romanzoffiana 2.0 Remove 587 8 Citrus spp Citrus 3.0 Remove 588 14 Southern Red Cedar Juniperus silicicola 3.5 Remove 589 40 Chinaberry Melia azedarach 0.0 Remove 590 22 Southern Red Cedar Juniperus silicicola 1.5 Remove 591 18 Live Oak Quercus virginiana 3.5 Remain X Remove existing building carefully, root prune as shown on plan for new sidewalk, existing stormwater and sanitary pipe to remain abandoned and filled 592 10 Avocado Persea americana 1.5 Remove 593 15 Water Oak Quercus nigra 3.0 Remove 594 7 Drake Elm Ulmus panrifolisa 'Drake' 3.0 Remove 595 6 Chinese Juniper Juniperus chinensis 'torulosa' 3.0 Remove 596 19 Live Oak Quercus virginiana 2.5 Remove 597 18 Live Oak Quercus virginiana 2.5 Remove 598 24 Live Oak Quercus virginiana 3.0 Remove 599 1 Queen Palm Syagrus romanzoffiana 2.0 Remove 600 2 IChinese Fan Palm Livistona chinensis 4.0 Remove TREES TO REMAIN TREES TO BE REMOVED TREES TO BE RELOCATED PRESERVED TREES RECOMMENDED FOR REMOVAL three 4040 Nsuite 200 I Da�75204 e I 21 telephone I 2tfaceimileM Greystone Communities SantaFe HealthCare 7 D 1 IE G R 0 U P C /vff Eng /needhg • Transportation Env/ronmenfa/ • Planning 380 Park Place Boulevard, Suite 300 Clearwater, Florida, 33759 www.tbegroup.com - 800.861.8314 License No. 3843 EIDSAI 1512 E. Broward Blvd. Fort Lauderdale, Florida, 33301 www.edsaplan.com - 954.524.3330 _a E J E LL J CAS U LU v> L J CU c f cn Q' U `z U Cz Q PROJECT NO.: 07024 DATE: August 18, 2008 SEAL: •,e eea `� ilk, • °`,1 OWNER: BVG Aquisitions, Inc. PHASE: DRC SUBMITTAL SHEET DESCRIPTION: PRESERVATION SCHEDULE SHEET NUMBER: L2.11 e•- m w 3 �� gO a PRESERVATION SCHEDULE 601 1 Washington Palm Washingtonia robusta 2.5 Remove 602 1 Washington Palm Washingtonia robusta 2.5 Remove 603 1 Washington Palm Washingtonia robusta 2.5 Remove 604 1 Washington Palm Washingtonia robusta 2.5 Remove 605 1 Washington Palm Washingtonia robusta 2.5 Remove 606 74 Live Oak Quercus virginiana 3.0 Remove 607 22 Water Oak Quercus nigra 2.0 Remove 608 28 Live Oak Quercus virginiana 2.0 Remove 609 19 Live Oak Quercus virginiana 2.5 Remove 610 20 Live Oak Quercus virginiana 2.5 Remove 611 12 Live Oak Quercus virginiana 3.0 Remove 612 12 Live Oak Quercus virginiana 3.0 Relocate 613 14 East Palatka Holly Ilex x attenuata 'East Palatka' 1.0 Remove 614 24 Laurel Oak Quercus lauriiora 2.5 Remove 615 14 Live Oak Quercus virginiana 3.0 Remove 616 13 Live Oak Quercus virginiana 2.5 Remove 617 52 Live Oak Quercus virginiana 2.5 Remove 618 7 Citrus spp Citrus 2.0 Remove 619 5 Citrus spp Citrus 2.5 Remove 620 12 Italian Cypress Cupressus semperNrens 2.0 Remove 621 12 Italian Cypress Cupressus sempenArens 2.0 Remove 622 24 Water Oak Quercus nigra 0.5 Remove 623 8 Drake Elm Ulmus parvifolisa 'Drake' 1.5 Remove 624 21 Water Oak Quercus nigra 3.0 Remove 625 26 Sand Live Oak Quercus geminata 2.0 Remove 626 5 East Palatka Holly Ilex x attenuata 'East Palatka' 1.0 Remove 627 6 East Palatka Holly Ilex x attenuata 'East Palatka' 1.0 Remove 628 5 East Palatka Holly Ilex x attenuata 'East Palatka' 1.0 Remove 629 4 East Palatka Holly Ilex x attenuata 'East Palatka' 1.0 Remove 630 26 Live Oak Quercus virginiana 3.5 Remove 631 22 Camphor Cinnamomum camphora 0.0 Remove 632 19 Live Oak Quercus virginiana 2.5 Remove 633 18 Chinese Tallow Triadica sebifera 0.0 Remove 634 5 East Palatka Holly Ilex x attenuata 'East Palatka' 1.0 Remove 635 48 Ear Tree Enterolobium contortisliquum 1.0 Remove 636 1 Queen Palm Syagrus romanzoffiana 2.5 Remove 637 36 East Palatka Holly Ilex x attenuata 'East Palatka' 1.0 Remove 638 20 Live Oak Quercus virginiana 1.5 Remove 639 20 East Palatka Holly Ilex x attenuata 'East Palatka' 1.0 Remove 640 9 Citrus spp Citrus 3.0 Remove 641 25 Live Oak Quercus virginiana 3.0 Remain X X Remove existing sidewalk with light equipment first , then add barricade for protection, root prune for new road, existing sanitary line to remain abandoned and filled 642 27 Live Oak Quercus virginiana 3.0 Remain X X Root prune as shown on plan, elevate canopy as needed for new building 643 37 Live Oak lQuercus virginiana 4.0 Remain X X X Elevate canopy for new building, root prune as shown on plan TREES TO REMAIN TREES TO BE REMOVED TREES TO BE RELOCATED PRESERVED TREES RECOMMENDED FOR REMOVAL three 4040 N. Central ExM llas, Texa4.559A4.559.09 suite I 75204 s I 21 telephone e0 I 27facsimile90 200 Greystone Communities SantaFe HealthCare D G R 0 U P Clv# Engineering • Trensport©t/on Environmentol • Planning 380 Park Place Boulevard, Suite 300 Clearwater, Florida, 33759 www.tbegroup.com - 800.861.8314 License No. 3843 EIDV-d 1512 E. Broward Blvd. Fort Lauderdale, Florida, 33301 www.edsaplan.com - 954.524.3330 < E J E LL U +a � W LIU -�-' ICU 0 cn (U U CZ PROJECT NO.: 07024 DATE: August 18, 2008 SEAL: `�,,,,, _ ► ,. OWNER: BVG Aquisitions, Inc. PHASE: DRC SUBMITTAL SHEET DESCRIPTION: PRESERVATION SCHEDULE SHEET NUMBER: L2.12 r- Z ne co in Uj Uj �u z® 0- U NOTES: L EXISTING GRADE TO BE MAINTAINED UNDER TREE CRMN IF POSSIBLE 2. IF WATER IS IMPOUNDED, PROVIDE DRAINAGE BUT MINIMIZE ROOT CUTTINGL RETAINING WALL AT DRIPLINE - OR AS FAR AWAY AS POSSIBLE NEW GRADE FORMER Q PR M BRANCHES AS F;FMIRED DEPENDING ON AMOUNT OR ROOT a DRAINAGE TREE PROTECTION - Raised Grade near Tree Section NOTE: TREES ADJACENT TO UTILITY TRENCHES MAY 1;EQUIRE BRACNG: TO ENSURE STABILITY. CONTRACTOR TO YERRIFYY TIME STABILITY AFTER TFerA EXCAVATION. TRENCHING NEAR EXISTING TREE TO REMAIN Section e' 0a V Or_ COCTON L TOP RAIL /-GALV. P IPECOrNECTION AS SHOWY -20'0a L 9 GA TIE HARE -24- 2- MR 9 GAUGE CHAINLIM FENCE FABRIC VINYL COATED, COLOR (BLAW a ALL TYR LINE POST 2' ocl. GALY. BOTTOM RAILI- 50--f GALY. PIPE I I AWE TYPICAL. j 3 POST TREE BARRICADE - 4' TALL CHAIN LINK FENCE Section / Elevation RAIL EXISTING TREE GRADE TO BE MAINTAINED ;EE CROWN F POSSIBLE 3LE DRAINAGE - NEW GRADE - SLOPE FORMER GRAPE .. Scale N.T.S ALL EXPOSED ROOTS WTI-IN ROOT PROTECTION ZONE SHALL BE HAND PRUNED TO HAYE A SMOOTH CLEAN CUT WITHOUT TEARING: OR SPLITTW& ALL UTILITY TRENCHES TO BE BACK- FILLED WITH SPECIFIED PLANTING SOIL ROOT PROTECTION ZONE (WITHIN 128 OF TRENCH) r CAP r BAND 9 BAR POST Scale N.T.S NOTES: L ALL DARE FABRIC AND FENCE HARDWARE SHALL BE INSTALLED ON THE OUTSIDE 2. DW0CAM TO BE INSTALLED AT Y OF'ITE DRIPLINE OF ALL EXISTING TREES TO REMAIN UNLESS OTHMSE NOTED IN PRESERVATION TABLE Scale N.T.S NOTES: L ANY TREE WHICH SUSTAINS DAMAGE TO 4M OR MORE OF ROOTS WILL DE. 2. ANY ROOT REMOVAL OR DAMAGE SHOULD BE COMPENSATED BY FMINC: 13RANCNES AND FML043 TREE. CONSTRICTION PROCESS: EXrFRM CARE SHOULD BE TAKEN NOT TO COMPACT EARTH UTHN CROWN OF TREE IF NO &NR OWD!Nrs BARRIER IS PROVIDED, CARE SHOULD 5E TAKEN NOT TO OPERATE EC U PMENT OR STORE MATERIALS UT14N CROWN SPREAD OF TME. IF THIS AREA SHOULD BE COMPACTED, IT WOULD BE NECESSARY TO AERATE 11-E SOIL THOROUGI•ILY IN TFE ROOT ZONE OM"EDIATELY AFTER CONSTTa1CTIOK CERTAIN TREE SPECIES ARE SEYEfMLY AFFECTED BY MANIPULATION OF T'HE WATER TABLE AND GREAT CARE SHOULD BE TAKEN TO MNIMIZE THIS CONDITION. 11L 0 RETAINING WALL AT DRIPLINE OR AS FAR AWAY AS POSSIBLE FOR'tER GRADE PRUNE BRANCHES AS REOXIMD DEPENDING: ON AMOUNT OR ROOT DRAMAGE TREE PROTECTION - Lowered Grade near Tree Section tu 4 R. i FINISHED GRADE (CONDITION VARIES) 4' THIC CAP STONE BLOCK EXISTING GRADE TO BE MAINTAINED UNDER TREE CROWN tF POSSIBLE TOP OF SLOPE AT DRIPLIINE OR AS FAR AWAY AS POSSIBLE I Scale N.T.S ANCHOR'STONE CUT SERIES DIAMOND PRO' CONC MODULAR RETAINING WALL BY ANCHOR SYSTEMS (952 - 933 - 88(15) TYPICAL MODULAR BLOCK (8"X12 ") COLOR TO BE SELECTED BY LANDSCAPE ARCHITECT EXTENT OF GEOSYNITIETIC REW- ORCEMENT �, b" 1 L 2' -0" RETAINING !WALLS Section i . ,� .4 • FINISHED GRADE (CONDITION VARIES) U2' EXPANSION JOINT (ALONG PAYING) 4" DIA DRAM (ELEV. VARIES) COMPACTED GRANULAR BASE LEVELING PAD IRRIGATION LINES EXISTNG TREE DRIP LNE EXISTING TREE ROOTS RADIAL IRRIGATION DESIGN FOR EXISITNG TREES Plan Scale N.T.S Scale N.T.S FRESERVATION NOTES 1. ALL PRUNING SHALL CONFIRM WITH ANSI A300 PRUNING STANDARDS AND WILL BE PERFORMED BY OR UNDER THE DIRECT SUPERVISION OF AN ISA CERTIFIED ARBORIST. 2. CONTRACTOR 514ALL STAKE OUT ALL BUILDING AND EDGE OF PAVEMENT PRIOR TO ROOT PRUNING AND CANOPY ELEVATION. 3. ALL CROWN ELEVATION, ROOT PRUNING AND BARRICADES 514OULD BE PERFORMED AND INSTALLED BEFORE HEAVY EQUIPMENT IS BROUGHT IN FOR CONSTRUCTION. 4. A PROTECTIVE BARRIER IN THE FORM OF A CHAIN LINK FENCE SHALL BE PLACED AROUND ALL PROTECTED TREES PRIOR TO LAND PREPARATION OR CONSTRUCTION ACTIVITIES AS SPECIFIED N THE PRESERVATION TABLE. 5. PROTECTIVE BARRIERS ARE TO BE CONSTRUCTED USING A CHAN LNK FENCE. UPRIGHT POSTS ARE TO BE AT LEAST FIVE FEET IN LENG71-1 WITH A MINIMUM OF ONE FOOT ANCHORED IN THE GROUND AND FOUR FEET ABOVE GROUND. UPRIGHT POSTS ARE TO BE PLACED AT A MAXIMUM DISTANCE OF EIGHT FEET APART. 6. WHENEVER A PROTECTIVE BARRIER 15 REQUIRED, IT SHALL REMAIN IN PLACE UNTIL ALL CONSTRUCTION ACTIVITY 15 TERMINATED. THE AREA WITHIN THE BARRIER LIMITS SHALL REMAIN UNDISTURBED BY ANY ACTIVITY DURING CONSTRUCTION. -1. EXOTIC PLANT SPECIES MAY BE REMOVED IF PROVIDING WRITTEN CONSENT 15 OBTAINED FROM THE COMMUNITY DEVELOPMENT COORDINATOR. 8. PRIOR TO THE ERECTION OF ANY REQUIRED PROTECTIVE BARRIER, ALL SURFACE FOREIGN MATERIAL TRASH OR DEBRIS SHALL BE REMOVED FROM THE AREAS TO BE ENCLOSED BY THE BARRIER AND AFTER ERECTION OF THE BARRIER NO SUCH MATERIAL OR LITTER SHALL BE PERMITTED TO REMAIN WITHIN TWr= PROTECTED AREA NO EQUIPMENT, CHEMICALS, SOIL DEPOSITS OR CONSTRUCTION MATERIALS SHALL BE PLACED WITHIN SUCH PROTECTIVE BARRIERS. S. NO SIGNS, BUILDING PERMITS, WIRES, OR OTHER ATTACHMENTS OF ANY KIND SHALL BE ATTACHED TO ANY PROTECTED TREE OR PALM. GUY WIRES DESIGNED TO PROTECT TREES ARE EXCLUDED HOWEVER FROM THIS PROHIBITION. 10. AT ALL TIMES, DUE CARE SHALL BE TAKEN TO PROTECT THE CRITICAL ROOT ZONE OF TREES PROTECTED ON THIS PROPERTY. 11. ALL TREES THAT ARE TO BE RELOCATED SHALL BE MAINTAINED FOR A MINIMUM OF TWELVE WEEKS AFTER ROOT PRUNING PRIOR TO RELOCATION. 12. ALL TREES TO REMAIN IN PLACE WITHIN THE PROJECT LIMITS THAT ARE IN NEED OF CANOPY ELEVATION AS NOTED IN THE PRESERVATION SCHEDULE SHALL BE PRUNED WITHIN 60 DAYS OF NOTICE TO PROCEED. 13. ALL TREES TO BE RELOCATED SHALL BE PRUNED ON A SCHEDULE THAT MAXIMIZES ACCLIMATIZATION TIME PRIOR TO RELOCATION. 14. BARRICADE ALL EXISTING TREES TO REMAIN AS NOTED IN PRESERVATION SCHEDULE AND PER DETAIL. ROOT FRUNING NOTES: 1. WHEN THE CRITICAL ROOT ZONE WILL BE DISTURBED, AFFECTED ROOTS MUST BE SEVERED BY CLEAN PRUNING CUTS AT THE PONT WHERE CONSTRUCTION IMPACTS THE ROOTS. ROOTS CAN BE PRUNED BY UTILIZING TRENCHING EQUIPMENT DESIGNED FOR THIS PURPOSE OR BY HAND DIGGING A TRENCH AND PRUNING ROOTS WITH A PRUNING SAW, CHAIN SAW, OR OTHER EQUIPMENT DESIGNED FOR PRUNING. 2. ROOTS LOCATED WITHIN A CRITICAL ROOTS ZONE THAT WILL BE IMPACTED BY CONSTRUCTION MUST BE PRUNED TO A DEPTH OF 18 INCHES BELOW THE EXISTING GRADE OR TO THE DEPTH OF DISTURBANCE IF LESS THAN 18 INCHES FROM THE EXISTING': GRADE. 3. WHEN UNDER3ROUND UTILITY LINES ARE TO BE INSTALLED WITHIN THE CRITICAL ROOT ZONE, THE ROOT PRUNING REQUIREMENTS MAY BE WAIVED IF THE LINES ARE INSTALLED VIA TUNNELING OR DIRECTIONAL BORING AS OPPOSED TO OPEN TRENCHING. IRRIGATION NOTES 1. ALL TREES TO BE RELOCATED ARE TO BE PROVIDED WITH AN TEMPORARY IRRIGATION SYSTEM WHICH PROVIDES 2 BUBBLER HEADS FED BY PVC PIPE TO EACH TREE. 2. HAND WATERING SHALL BE PERFORMED TO AVOID LAPSES SHOULD THE AUTOMATIC SYSTEM BE INOPERABLE FOR MORE THAN 24 HOURS. 3. IF IRRIGATION SYSTEM 15 CONNECTED TO THE PUBLIC POTABLE WATER SUPPLY SYSTEM IT SHALL INCLUDE A BACK FLOW PREVENTOR AT THE SERVICE CONNECTION. 4. ALL IRRIGATION SYSTEMS SHALL BE INSTALLED 50 AS TO MINIMIZE SPRAY UPON ANY IMPERVIOUS SURFACE, SUCH AS SIDEWALKS AND PAVED AREAS. 5. ALL IRRIGATION SYSTEMS SHALL INCLUDE A RAIN SENSOR/514UT OFF DEVICE TO AVOID IRRIGATION DURING PERIODS OF SUFFICIENT RAINFALL. 6. UNDERGROUND IRRIGATION SHALL NOT BE INSTALLED MORE THAN 12" BELOW GROUND WITHIN THE DRIP LINES OF EXISTING TREES. -T. GROUNDCOVERS PLANTED IN NEW IRRIGATION AREAS SHALL BE WATERED IN BY HAND FOR THREE MONTHS. S. RECLAIMED WATER IS AVAILABLE AND SHALL BE USED FOR IRRIGATION PURPOSES. S. CONTRACTOR 15 RESPONSIBLE FOR HAND WATERING DURING CONSTRUCTION IF THE IRRIGATION SYSTEM 15 NOT FULLY OPERATIONAL. 10. IRRIGATION SYSTEMS WILL BE INSTALLED FOR ALL LANDSCAPED AREAS. three 4040 N. Central Expwy I Dales, Texas I 214559.4080 I 214559.0990 suite 200 75204 telephone facsimile Greystone Communities SantaFe HealthCare 21 r LD'f G R 0 U P C 1v01 Englneering Trensportat/on Envlronmontal Planning 380 Park Place Boulevard, Suite 300 Clearwater, Florida, 33759 www.tbegroup.com — 800.861.8314 License No. 3843 EIDS& 1512 E. Broward Blvd. Fort Lauderdale, Florida, 33301 www.edsaplan.com - 954.524.3330 � F-1: 11) a E J (�{ E �! n n U c r, LW J ICU cn CU ^♦ m W CZ c Cz Q i PROJECT NO.: 07024 DATE: July 14, 2008 SEAL: G��I`' ' 1 sa . c^ OWNER: BVG Aquisitions, Inc. PHASE: DRC SUBMITTAL SHEET DESCRIPTION: PRESERVATION DETAILS SHEET NUMBER : L2.13 m ® _C U 0 E 0 b 0 4 three - -Ag&6.- - 4040 N. to �I Expwy I Dallas, Texas I 2 4.559 telephone 080 I 214.55 .09990 Greystone Communities SantaFe HealthCare ffl IE air D G R 0 U P CIvII Eng/neering - Transportation Environmental - Planning 380 Park Place Boulevard, Suite 300 Clearwater, Florida, 33759 www.tbegroup.com — 800.861.8314 License No. 3843 EDSAN 1512 E. Broward Blvd. Fort Lauderdale, Florida, 33301 www.edsaplan.com - 954.524.3330 13 i O LL w C ^\ ICU CD ICUJ L1_ W Q 13 PROJECT NO.: 07024 DATE: August 18, 2008 SEAL: ��(��z► {��►�p'�� Y i 4, • re — ea OWNER: BVG Aquisitions, Inc. PHASE: DRC SUBMITTAL SHEET DESCRIPTION: LANDSCAPE PLAN SHEET NUMBER: L3.01 p Lu Z> F ... j • Q 1 -� 1 OL0 I .1 ...• °U it 4 :!'� t �� ,%% •JI'��i�l�lllf�ll) �, I,Illl�si,. d /Illllhllllli + /�/� �: , � Illlyr.l�, 1 -�I �i�►.s� ►�:��n�llllllll�, : �� /�il��l'►��,� � .iilll��i�. .. Greystone Communifi(�. • .,,li II �� II'lll�ll ��h SantaFe HealthCare ` e 11 ,% <Mom _._ ....,�......� � ►• .:.: 111 ��i��..,��/J - - , - � 1 Oalvar 1 Kim ml art oAr SHEET DESCRIPTION: f i j J /i 1 I ►ibb. i II 20 ffK �/ 1 �� .. � I ♦ F / out ml ,. /, `i.,,, , , � � _ / � -ten► � II j �` �(' � ,•�'�� r5�, III �' � �; � ��:,� I ��)� ��_. � ��.�- '�j� � � IIIII�I�I %li I �� ®ea- f�'�r`�i��T��r�l'.�'�:.� s:�:per / /�.�'��::��i.��►�; { /:� %tip ®�.'��d ® ® / % /,l /.r2 ,XWAl!UMAil"jlll E �� ur' ��® A / , jj i %:�:�'��s� I�`��j`` I N" P aw �� `:_�(�� 11110. r.;.i �� !I l /, •� , ✓f /•r;� OR ell OEM !lh 17' Pot ollal Im lw*� 67 I a a 4W three 4040 N. Central Expwy I Dallas, Texas I 214.559.4080 I 214.59.0990 suite 200 75204 telephone facsimile Greystone Communities SantaFe HealthCare 7 LD - E G R 0 U P Civil Engineering • Transportation En vlronmen tel • Planning 380 Park Place Boulevard, Suite 300 Clearwater, Florida, 33759 www.tbegroup.com — 800.861.8314 License No. 3843 EIDS/k. 1512 E. Broward Blvd. Fort Lauderdale, Florida, 33301 www.edsaplan.com - 954.524.3330 11 } r I a E E LL c D CD �f c ^♦ e:_I � i •> Vim! J \V 4 .., cf) ca LL- ra `z U Q PROJECT NO.: 07024 DATE: August 18, 2008 SEAL: 1 •_R a OWNER: BVG Aquisitions, Inc. PHASE: DRC SUBMITTAL SHEET DESCRIPTION: LANDSCAPE PLAN SHEET NUMBER: L3.04 Ma W r� LU O Q- cwt XW three 4040 N. Central Expwy I Dallas, Texas I 214.559.4080 I 214.559.0990 suite 200 75204 telephone facsimile Grey stone Communities SantaFe HealthCare D G R 0 U P Clvll Engineering • Transportation Environmental • Planning 380 Park Place Boulevard, Suite 300 Clearwater, Florida, 33759 www.tbegroup.com — 800.861.8314 License No. 3843 EDSA 1512 E. Broward Bbd. Fort Lauderdale, Florida, 33301 www.edsaplan.com - 954.524.3330 o LL � L c ^♦ J ICU U) ICU L.L � CTJ cz Q PROJECT NO.: 07024 DATE: August 18, 2008 SEAL: ,, ; �,.r�t�rrrr•,,r OWNER: BVG Aquisitions, Inc. PHASE: DRC SUBMITTAL SHEET DESCRIPTION: LANDSCAPE PLAN SHEET NUMBER: L3.05 M 0 z� /oI UJI �Ia C, 2 0 n. PLANTING SCHEDULE Key I Qty. lBotanical Name lCommon Name ISpecifications Spacing lRemarks Native Suggested* LARGE TREES 380 Park Place Boulevard, Suite 300 Clearwater, Florida, 33759 AR 30 Acer rubrum Florida Red Maple 65 gal., 12' ht. x 5' spr., 3" caliper As shown on plans Full /Single, Straight Trunk MG 40 Magnolia grandiflora Southern Magnolia 45 gal., 10' ht. x 5' spr., 3" caliper As shown on plans Full /Single, Straight Trunk QD QV 70 Quercus virginiana Live Oak 65 gal., 12' ht. x 6' spr., 3" caliper As shown on plans Full /Single, Straight Trunk D U UP 15 JUImus parvifolia 'Drake' jDrake Elm 45 gal., 10' ht. x 5' spr., 3" caliper As shown on plans Full /Single, Straight Trunk SMALL /ORNAMENTAL TREES J Ll 58 Lagerstromia indica Crape Myrtle 30 gal., 8' ht. x 4 spr. 2" caliper As shown on plans Multi- trunk, Full all Li 8 Ligustrum japonicum Japanese Privet 30 gal., 8' ht. x 6' spr. 2" caliper As shown on plans Full, Multi -trunk QD MC 29 Myrica cerifera Wax Myrtle 30 gal., 8' Ht. x 4' spr. 2" caliper As shown on plans Full, Tree Form ED PALMS SPX 44 ISabal palmetto Sabal Palm FG, min. 10' CT As shown on plans Full, Hurricane Cut © p WRX 31 lWashingtonia robusta Washington Palm B &B, min. 10' CT lAs shown on plans Full LARGE SHRUBS AZV 173 Alpinia zerumbet'variegata' Variegated Shell Ginger 3 gal., 24' ht. x 24' spr. 36" o.c. Full SHEET NUMBER : ID CRA 197 Crinum asiaticum Crinum Lily 7 gal., 30" ht. x 36" spr., 36" o.c. Full d QD GJM 38 Gardenia augusta ' Miami Supreme' Miami Supreme Gardenia 3 gal., 36" ht x 24" spr. 30" o.c. Full GAJ 54 Gardenia jasminoides Cape Jasmine 3 gal., 36" ht x 24' spr. 30" o.c. Full LCX 5 Livistona chinensis Chinese Fan Palm 7 gal., 3' ht. x 3' spr. 42" o.c. Full RHX 205 Rhapis excelsa Lady Palm 7 gal., 4 0. A. 42' o.c. Full QD STN 53 Strelitzia nicolai White Bird of Paradise 7 gal., 4 ht. x 36" spr. 40" o.c. Full VIO 491 Viburnum odoratissimum Sweet Viburnum 3 gal., 30" ht. x 24" spr. 36" o.c. Full VOA 201 Viburnum odoratissi mum 'Awabuki' Sweet Viburnum 'Awabuki' 3 gal., 30" ht. x 24" spr. 36" o.c. Full MEDIUM SHRUBS ALN 12 Allamanda neriifolia Bush Trumpet 3 gal., 12" ht. x 12" spr. 36" o.c. BSE 127 Blechnum serrulatum Swamp Fern 3 gal., 12" ht. x 12" spr. 12" o.c. Full, Wet Areas CAS 597 Camellia sasanqua Sasanqua Camellia 7 gal., 36" ht. x 24" spr. 24' o.c. Full CFA 358 Cyrtomium falcatum Holly Fern 1 gal., 12" ht. x 12" spr. 18" o.c. Full LOC 465 Loropetalum chinense Loropetalum Pizzazz 7 gal., 30" ht. x 30" spr. 30" o.c. Full NEX 277 Nephrolepis exaltata Boston Fern 1 gal, 12" ht. x 12" spr. 18" O.C. Full OCI 1203 Osmunda cinnamomea Cinnamon Fern 3 gal., 12" ht. x 12" spr. 12" o.c. Full, Wet Areas PTC 600 Pittosporum tobira 'Compacta' Compact Green Pittosporum 3 gal., 18" ht. x 18" spr. 24' o.c. Full RIN 177 Rhaphiolepis indica Dwarf Indian Hawthorn 3 gal., 18" ht. x 24' spr. 24' o.c. Full RHG 152 Rhododendron 'George L. Tabor' George L. Tabor Azalea (White /Pink) 3 gal., 18" ht. x 18" spr. 30" o.c. Full RAD 17 Rumohra adiantiformis Leatherleaf Fern 1 gal., 12" ht. x 12" spr. 24' o.c. Full ZAF 822 Zamia floridana Coontie 3 gal., 18" ht. x 18" spr. 24' o.c. Full p ZAM 46 jZamia furturacea Cardboard Plant 17 gal., 3' 0. A. 136" o.c. Full SMALL SHRUBS ASE 2942 Aspidistra elatior Cast Iron Plant 3 gal., 12" ht. x 12" spr. 18" o.c. Full BMI 397 Buxus microphylla Little Leaf Boxwood 3 gal., 12" ht. x 12" spr. 18" O.C. Full HEW 1875 Hemerocallis "Wilson's Yellow" Day Lily "Wilson's Yellow" 1 gal., 12" ht. x 12" spr. 12" o.c. Full IVS 584 Ilex wmitoria 'Schellings' "Schellings Dwarf' Yaupon Holly 3 gal., 18" ht. x 18" spr. 24" o.c. Full L1 Q JCP 318 IJuniperus chinensis " Parsonii" Parsonii Juniper 3 gal., 18" ht. x 18" spr. 24' o.c. Full TAM 1883 ITrachelospermum jasminoides Confederate Jasmine 3 gal., 18" ht. x 18" spr. 18" o.c. Full O GROUNDCOVERS AND VINES APG 3039 Arachis pintoi 'Golden Glory' Golden Glory Perennial Peanut 1 gal., 6" ht. x 6" spr. 18" o.c. Full FIP 729 Ficus pumila Creeping Ficus 1 gal., 8" ht. x 10" spr. 18" o.c. Full LAM 2450 Lantana montevidensis Purple Lantana 1 gal., 12" ht. x 12" spr. 12" o.c. Full LMU 2858 Liriope muscari Lilyturt 1 gal., 12" ht. x 12" spr. 12" o.c. Full OPJ 4479 Ophiopogon japonicus Mondo Grass 1 gal., 12" ht. x 12" spr. 12" o.c. Full THE 963 Thunbergia erecta King's Mantle 1 gal., 12" ht. x 12" spr. 18" o.c. Full TAS 4738 Trachelospermum asiaticum Dwarf Conf. Jasmine 1 gal., 12" ht. x 12" spr. 12" o.c. Full ORNAMENTAL GRASSES MUC 162 Muhlenbergia capillaris Muhly Grass 1 gal., 12" ht. x 12" spr. 24' o.c. Full SPB 173 Spartina bakeri Sand Cordgrass 3 gal., 24' ht. x 24' spr. 30" o.c. Full TRD 492 Tripsacum dactyliodes Fakahatchee Grass 3 gal., 16" ht. x 16" spr. 30" o.c. Full Suggested planting by the Plant Guide of the Southwest Florida Water Management District 4W. three 1Z W Central 040N. eu to 00�' I Dallas 75204�e I 2 telephone I 21fecsirdle Greystone Communities SantaFe HealthCare �p C G R 0 U P Clvll Eng /neering • Transportetlon Environmental • Planning 380 Park Place Boulevard, Suite 300 Clearwater, Florida, 33759 www.tbegroup.com — 800.861.8314 License No. 3843 ED5/° , 1512 E. Broward Blvd. Fort Lauderdale, Florida, 33301 www.edsaplan.com - 954.524.3330 r- I LL U J ICU C/) CU CZ M Q PROJECT NO.: 07024 DATE: August 18, 2008 SEAL: ,,�Willl t), , OWNER: BVG Aquisitions, Inc. PHASE: DRC SUBMITTAL SHEET DESCRIPTION: PLANTING SCHEDULE SHEET NUMBER : L3.06 Z. 1Z W �s 9 �p C CI LLA O� 120° PLAN 120° .1 U N WASHONTONIA PALM Section \ t�k�� \�iE_ . - - -I . r I �'�III i • r • I�� 19`'�a71 �/" =� 1/ — ♦ . • Ill € // ,• I — . � . �� n• _ � ( u • �IU -� / III ` , ��' ��, � r • • • � • ��`� �` • � �� ill. � � - � .a � � -- -- E III�IIIIIIIII► ;.�; ./ . � IlLilllllllll'�` � ��.� I � — � � �• III ��w`��I _ LARGE SHRUB Section Scale N TS E: NAL TREE STAKING DETAILS ND PLACEMENT TO BE PPROVED BY THE LA ONTRACTOR SHALL ASSURE 'ERCOLATION OF ALL PLANTING 'ITS PRIOR TO INSTALLATION. 2" NYLON STRAPPING THREE- 2114aX8' STAKES 3" MULCH AS SPECIFIED SOIL BERM TO HOLD WATER FINISHED GRADE - SOD CONDITION (SEE GRADING PLAN) 545 OR CONTAINERIZED (SEE SPECIFICATIONS FOR ROOT BALL REQUIREMENTS). PREPARED PLANTING SOIL AS SPECIFIED AUGER PER SPECS FOR PERCOLATION Scale N TS SABAL PALM Section PLAN 1200 120' ` -.1 Scale N TS NOTE: CONTRACTOR SHALL ASSURE PERCOLATION "t ALL PLANTING PITS IOR TO INSTALLATION. LARGE SHADE TREE Section 4YLON STRAPPING - 4PPED 360 AROUND aNK BEFORE TYING - 4P a LATERAL BRANCH 11NIMUM 4' -6' HT. ISH GRADE TO BE MAINTAINED LOW ROOT CROWN MULCH AS SPECIFIED 124" FROM TRUNK IL BERM TO HOLD rER K 4" X 3' STAKES 21ED 3" BELOW (SHED GRADE. ISHED GRADE - P CONDITION 'E GRADING PLAN) 3 OR CONTAINERIZED :E SPECIFICATIONS Z ROOT BALL 21IREMENTS). SPARED PLANTING IL AS SPECIFIED. sER PER SPECS ry PERCOLATION Scale N TS CLUSTER PALM Section MULCH CONTINUES - SHRUB BED CONDITION SMALL TREE Section 5RACING PLAN •ice s: 120' 120' %rl�Z- \SI PREPARED PLANTINGS SOIL AS SPECIFIED. Scale N TS NOTE 1. CONTRACTOR SHALL ASSURE 120' PERCOLATION OF ALL PLANTING PITS PRIOR TO INSTALLATION. 2. FINAL TREE STAKING DETAILS AND PLACEMENT TO BE APPROVED BY THE LANDSCAPE ARCHITECT. 2" NYLON STRAPPING - WRAPPED 360' AROUND TRUNK BEFORE TYING - a MINIMUM 3' -0" TO 4' -0" HT. THREE - 2" x 4" x S' -0" STAKES SPACED EVENLY AROUND TREE 3" MULCH AS SPECIFIED MIN. 2' -0" FROM TRUNK BERM SOIL TO HOLD WATER FINISHED GRADE - SOD CONDITION (SEE GRADING PLAN) I— III —III 1545 OR CONTAINERIZED (SEE SPECIFICATIONS FOR ROOT BALL REQUIREMENTS). PREPARED PLANTING SOIL AS SPECIFIED. Scale N TS three 4040 N. Central Expwy I Dallas. Texas 1214.559A080 1 214559.0990 sulte 200 75204 telephone facsimlle Greystone Communities SantaFe HealthCare G R 0 U P C/vll Englneering - Tranepo"adon EnWronmental - Planning 380 Park Place Boulevard, Suite 300 Clearwater, Florida, 33759 www.tbegroup.com — 800.861.8314 License No. 3843 EDSU U 1512 E. Bmward Blvd. Fort Lauderdale, Florida, 33301 www.edsaplan.com - 954.524.3330 �n E J LL L IJ CU g� CU U Cz _ U Cz 0 a C3 PROJECT NO.: 07024 DATE: August 18, 2008 SEAL: 'r - • � 1 Q) :6 OWNER: BVG Aquisitions, Inc. PHASE: DRC SUBMITTAL SHEET DESCRIPTION: LANDSCAPE DETAILS AND NOTES SHEET NUMBER: L3.07 r 4 a Z> i-Z w 0 '~ '"' W z �--- 36 (SETBACK FOR SHRUBS PLANTED 24" O.C. OR GREATER) (SETBACK FOR GROUNDCOVER AND ANNUALS) am PLANT SPACING Section ©.©.© mi©i© M"O:C: PROVIDE MIN. 18" SPACING z E BETWEEN DIFFERENT PLANT TYPES. NOTE: ALL SHRUBS AND GROUNDCOVER MASSES TO USE TRIANGULAR SPACING EXCEPT WHERE NOTED REFER TO PLANT LIST FOR INDIVIDUAL PLANT SPACING 'X'. CURB OR EDGE OF PAVEMENT. Scale N TS NOTE: 1. FINAL TREE STAKING DETAILS AND PLACEMENT TO BE APPROVED BY OWNER. 2. CONTRACTOR SHALL ASSURE PERCOLATION OF ALL PLANTING PITS PRIOR TO INSTALLATION. PROTECT TREE TRUNK WITH BLACK RUBBER HOSE. qO GAUGE WIRE TWO 2" X 4" X (v' STAKES PAINTED BROWN / BLACK / GREEN AS SPECIFIED 3" MINIMUM OF MULCH. SOIL BERM TO HOLD WATER FINISHED GRADE (SEE GRADING PLAN) OR CONTAINERIZED ROOT I BALL - Q - PREPARED PLANTING SOIL ,I AS l r, PINE TREE Scale NTS Section MULCH DETAIL Section NOTE: CONTRACTOR SHALL ASSURE PERCOLATION OF ALL PLANTING PITS/BEDS PRIOR TO INSTALLATION. TYR SHRUB AND GROUNDCOVER M", l • I SOD (PROVIDE CLEAN, SMOOTH EDGE BETWEEN SOD AND MULCHED AREAS). PLANTING SOIL 3 MULCH (SEE SPECIFICATIONS) COMPLETELY REMOVE EXISTING SOD AS REQUIRED PRIOR TO PLACING MULCH. PLANTING SOIL (FINE RAKED AND FREE OF WEEDS AND OTHER DELETERIOUS MATERIALS, SEE SPECIFICATIONS) NOTE: ALL MULCH SHALL BE FREE OF FIRE ANTS. Scale N TS PLANT MATERIAL SHALL BE PLANTED 2" HIGH WITH SOIL MOUNDING UP To THE TOP OF ROOT BALL. Y MINIMUM OF MULCH SOIL BERM TO HOLD WATER MINIMUM DEPTH OF 12" PLANTING SOIL FOR GROUNDCOVER BED. EXCAVATE ENTIRE BED SPECIFIED FOR GROUND - COVER BED. FINISHED GRADE (SEE GRADING F s rl 1!,!r • \r opr•� III: illllllllll � A111111G11 � illlllllllli; illllll';1 foC' ::•, � f�' !;� i ice' ;; i ice' t PREPARED PLANTING SOIL AS SPECIFIED. NOTE: WHEN GROUNDCOVERS AND SHRUBS USED IN MASSES ENTIRE BED TO BE EXCAVATED TO RECEIVE PLANTING SOIL AND PLAN MATERIAL - EXCEPT WHEN SPECIFIED, SEE PLANT LIST. Scale N TS three s . 4040 N. I 12 tee po I 21 suite 0 7504 he fa Greystone Communities SantaFe HealthCare D G R 0 U P CIvII Englneerfog - TrnnaportoUon Envfronmentel - Plonning 380 Park Place Boulevard, Suite 300 Clearwater, Florida, 33759 www.tbegroup.com — 800.861.8314 License No. 3843 EIDS/41 1512 E. Broward Blvd. Fort Lauderdale, Florida, 33301 www.edsaplan.com - 954.524.3330 E J LL0 J CU Cn CU c .� U Cn CD PROJECT NO.: 07024 DATE: August 18, 2008 SEAL: 1 -�. 4, r OWNER: BVG Aquisitions, Inc. PHASE: DRC SUBMITTAL SHEET DESCRIPTION: LANDSCAPE DETAILS AND NOTES SHEET NUMBER: L3.08 Wa LU as O O GENERAL PLANTING NOTES 1. The Contractor shall be responsible for verifying all underground utilities prior to digging in an area. The Contractor shall notify all necessary utility companies a minimum 48 hours prior digging for verification of an underground utilities, Irrigation and all other obstructions ana to coordinate with owner's representative prior to initiating operations. Drawings were completed according to the best information available at the time of preparing these documents. Survey of existing condition provided by others. 2. The Contractor is to ensure proper watering and maintenance of all new and relocated materials throughout the entirre warranty period. 3. Contractor is to report any discrepancies between the construction drawings and field conditions to the Owner and /or their Representative immediately. 4. Contractor shall familiarize themselves with existing site conditions prior to initiatingg work. All existing elements to remain shall be protected from any damage throughout all construction phases unless otherwise noted. Contractor shall be responsible for any damage to items that are to remain. 5. Landscape Contractor shall coordinate all work with related contractors and with the general construction of the project in order not to impede the progress of the work of others or the Contractor's own work. Landscape Contractor shall provide schedule of his/her work two weeks in advance of beginning landscape trade construction. 6. Contractor is responsible for the removal of all existing gground cover from all planting beds prior to the planting of new material. Contractor 3ha II be responsible to replace all portions of existing landscape and hardscape areas damaged to the satisfaction of the Owner's Representative. -1. Contractor is responsible for the maintenance of all plant materials, including temporary irrigation and fer lizatron If necessary during construction. S. The Contractor shall bear all costs of testing of soils, amendments, etc. associated with the work and included In the specifications. Prior to commencement of the landscape plantingg work the Contractor shall provide complete soil tests with recommendations for the installation area. 9. All lent material that may need to be replaced shall be in full and strict accordance to Florida No. 1 grade, according to the "Grades and Standards for Nursery Plants ", published by tf'ie Florida Department of Agriculture and Consumer Services,. Plant material In some cases may exceed Florida No. 1 grade In order to meet the minimum requirements for the project. 10. Landscape Contractor shall field stake the location of trees and all shrub beds prior to initiating installation for the review and approval of the Owner and /or the Landscape Architect. 11. Landscape Contractor shall field adjust location of plant material as necessary to avoid damage to all existing underground utilities and /or existing above ground elements. AIF changges required shall -be completed at the Contractor's expense and shall be coordinated with the Owner and /or the Landscape Architect. 12. Any substitutions in size and /or plant material must be approved by the City of Clearwater and /or Landscape Architect prior to modification of the contract, purchasing and delivery of plants. All plants will be subject to approval by Landscape Architect and /or Owner's ise�resentative before planting can begin. Plant materials to submitted as alternates must no include any plant considered to be Invasive to South Florida's native plant communities. 13. Contractor shall refer to the landscape planting details, general notes and the project manual and /or specifications for further and complete landscape planting instructions. 14. Landscape Contractor shall coordinate all planting work with permanent or temporary irrigation work Landscape Contractor shall be responsible for all hand watering as required to supplement irrigation watering and rainfall. Landscape Contractor a all be responsible for hand watering in all planting areas, regardless of the status of existing or proposed irrigation. 15. Landscape Contractor shall clean the work areas at the end of each working day. Rubbish and debris shall be collected and deposited off -site daily. All materials, products and equipment shall be stored in an organized fashion as directed by the Owners Representative. 16. Landscape Contractor shall regrade all areas disturbed by plant removal, relocation and /or installation work Landscape Contractor shall replace (by equal size and quality) any and all existingg plant material disturbed or damaged by plant removal, relocation, and /or TnstallatTon work i�. Site distance concerns must be maintained for clear site visibilityy from thirty (30) inches to seventy - two (12) inches, tree trunks excluded as specified in City of Fort Lauderdale codes and /or Florida Department of Transportation (FOOT). Contractor to utilize planting setback requirements as specified by FOOT. IS. Gu Tng / staking practices shall not permit nails, screws, wires etc. , to penetrate outer surface of tree or palm. Trees or palms rejected due to this practice shall be replaced at the Contractor's expense. 19. Burlap material, wire cages, plastic straps, etc. , must be cut and removed from top one - third (1/3) of root ball. 20. Trees grown in grow bags or grow bag type material are not allowed. 21. All planting materials shall be Florida Grade • 1 as defined by the "Florida State Plant Board Standards for Nursery Stock" and "Grades and Standards for Nursery Plants," State of Florida, Department of Agriculture. 22. All landscape and specifications shall meet or exceed the minimum requirements as shown in the City of Clearwater codes. 23. The Contractor shall not relocate or demolish any existing trees or palms on site before appropriate tree relocation and clearing and grubbing permits are obtained from the City of Clearwater. Contractor is responsible for tree removal, relocation and any applicable bonding to the Crty of Clearwater. The following uidelines shall be utilized to ensure successful transplanting of trees designed for transplanting: a. Any tree bein relocated shall not be unnecessarily damaged during removal, transport or replanting of that tree. b. If the trees have a dormant period, they should be transplanted during that time. Trees should not be transplanted during periods of strong, dry winter winds or during droughts. c. Adequate space for root and crown development sha I I be provided. d. Trees shall be root and canopy pruned according to sound arboricultural standards prior to transplanting. e. During and following transplanting, the root ball shall be kept moist at all times. F. Transplanted trees shall be braced for at least one (1) year. g. Transplanted trees shall not be fertilized at planting time, but shall be watered sufficiently until the tree growth is re- established. h All crown pprunin shall be done in accordance with National Arbori-t Association standards or palm ttuning in acordance with city standards and /or he c standards listed in "Arboriculture Second Edition" by Richard W. Harris, as amended. 24. The Contractor shall be responsible for the guarantee of all lent material for a period of twelve (12) months from the date substantial completion. Substantial completion constitutes the beginning of guarantee period. 25. All Existing_ trees to remain shall be protected byy installing protective barriers around the drip line o trees. The protective barriers shall -be seen basil _y by operators of trucks and other equipment. Protective barriers shall be constructed -of sturdy materials (not flag ing or ribbons) and shall be installed prior to and maintenance throughout construction and /or land development: a. Do not store or use materials or equipment within the drip line of any tree to be relocated on site unless the activity To being done to protect trees. b. Do not c1lockarge or contaminate the soil within the drip line of any tree to be relocated on site with any construction materials such as paint, solvents, petroleum products, asphalt, concrete, mortar, or other materials that may cause adverse impacts. c. Clearing f vegetation within the drip line of trees desigqnffted for preservation shall only be by hand or ITg-ht rubber wheeled equipment that will not damage tree roots. d. Make no attad'ments, other than those of a protective and non - damaging nature, to any tree to be retained on the site. e. Do not change the natural grade above the root system within -the drip line of any tree to be retained on site unless it can be demonstrated to the CIty that it will not damage the tree. F. Avoid any encroachments, excavations or severe grade change within the drip line of preserved s ees unless it can be demonstrated to the City of Clearwater that it will not impact any tree. 26. Plant size specifications take precedence over container size. 21. Contractor to verify quantities and report any discrepancies to Owner and /or Landscape Architect. 28. Contractor to remove exotic species as identified in Pinellas County Department of Planning and Environmental Protection codes within the project limits. 29. Applicable standards: All materials, construction methods and workmanship -shall meet or exceed the information provided in the contract documents and specifications. in addition, all materials, construction methods and workmanship shall meet or exceed the applicable portions of the following documents- 1. Florida Department of Transportation Standard Specifications for Road And 5ridge Construction, the most current edition, as amended. 2.Florida Department of Transportation Road and Traffic Design Standards, the most current edition, as amended. 3.Florrda Department of Transportation - Florida Highway Landscape Guide, the most current edition. If discrepancies exist the more stringent specification shall apply. 30. All ground cover shall have a minimum 5096 coverage at installation and 10096 coverage in 6 months. 31. Excavate all planting islands to a minimum of 24" and backfill with specified planting mix. N MI P1 4== 1 1 11D X 1. All plants noted for removal shall be removed and properly disposed of off -site at contractor's expense unless otherwise noted. 2. Apply Roundup (manufactured by Monsanto Corp. or equal.) according o manufacturer's rate and specification within limits of all areas to be planted. Protect existing plants to remain from overspray or spray within root zone. Contractor to ensure total weed eradication. 3. Before replacing topsoil, rake subsoil surface clear of stones (1" diameter and larger), debris, rubbish, and remaining roots from removed plant material. 4. Scarify subsoil to a depth of two inches (2 "). 5. Contractor to apply "Surflan" or equal, or approved pre - emergent herbicide In accordance with manufacturer's rate and specifications. 6. Planting soil mix for trees, shrubs, and groundcover shall consist of a thoroughly blended mixture of- a. Pa IM Mix c. Trees / Shrubs/ Groundcover 9096 clean D.O.T. sand 1096 clean DOT sand 1096 approved topsoil/Florida 3096 Approved Topsoil/ Florida Peat mixture Peat mixture -I. Florida peat shall be free of deleterious materials that would be harmful to plant rowth, shall be free of nematodes, shall be of uniform quality, and shall have a pH value -between 53 and 6.5 (as determined in accordance with A5TM E10). Florida peat shall be sterilized to make free of all viable nut grass and other undesirable weeds. a. Topsoil shall be natural, fertile, agricultural soil capable of sustaining vigorous plant growth It shall be of uniform composition throughout, with admixture of subsoil. It shall be free of stones, lumps, live plants an their roots, snicks, and other extraneous matter. Spread topsoil mixture to minimum depth of two inches (2 ") in all areas to be landscaped with turf and shrubs. Remove all rocks and other objects over one inches (111) in diameter. g. Smooth all soil mixture to five inches (5 ") below top of surrounding pavement edges. This allows room for 3" of mulch and 2" clear space below top of pavement. 10. Smooth topsoil mixture to two inches (29 below finish grade In areas to be sodded. 11. Topsoil shall not be extreme) acid or alkaline, nor contain toxic substances which may be harmful to plant growth The topsoil pH shall be In the range of pH 55 to 6.5. If necessary, the Contractor shall apply the appropriate soil amendments adjusting sort pH to assure a pH range of 5.5 to 6.5. 12. Finish grade all topsoil areas to a smooth, even surface, assuring positive drainage away from the structures and eliminate any low areas which may collect water. 13. Contractor shall assure percolation and drainage of all planting pits prior to planting. Contractor will be responsible for all plants lost due to the lack of percolation. 14. Contractor shall remove all staking of trees and palms after twelve (12) months of substantla I completion. PLANTING 5FECIFICATION5 1. The contractor shall familiarize himself/berself with the site conditions and verify them to his/her satisfaction. 2. Prior to construction, the Contractor To responsible for locating all underground utilities and shall avoid damage to all utilities during construction. Should the Contractor cause damage to any utilities, the Contractor shall notify Owner and /or Landscape Architect and make necessary repairs as quickly as practicable. 3. The Contractor is responsible for maintaining, in full all planting areas (rncludin wateringg, seraying, mulching, mowing, fertilizing, etc.) until the Job is accepted, In full, by Owner anca /or Landscape Architect. 4. All root balls shall conform to the size standards set forth in "American Standards for Nursery Stock ". 5. All plant material shall be protected duringq transport and delivery to final location with shade cloth or other acceptable means of-windburn prevention. 6- All trees must be guyed or staked as shown in the details. 1. All plant material shall be installed in a sound, workman -like manner and according to accepted ood planting and tree relocation procedures with the quality of plant materials as hereinaft q er described All elements of landscaping shall be installed so as to meet all applicable ordinances and code requirements. S. There shall be no chains or cables used on trees or palms. Handle with two inch (211) minimum width nylon straps or equal. S. Contractor shall assure drainage and percolation of all planting pits prior to installation of plant material. Contractor shall fill all tree pits with water before planting to assure that proper drainage and percolation is available. Correct if required to assure percolation. Contractor Is responsible for replacement of all plants lost due to inadequate drainage conditions. 10. Contractor to request final acceptance of project In writing. If all work To satisfactory and complete in accordance with conditions of contract documents, then the Owner, and /or Landscape Architect shall declare the project substantially complete. 11. Contractor to replace rejected plant material within two (2) weeks of written notice. 12. Contractor shall mulch all plant material throughout and completely to a three inch (311) depth of loose, weed free sterilized melaleuca mulch three 4040 N. Central 200 y I 75204 12 telephone I 21f mirnilee Greystone Communities SantaFe HealthCare G R 0 U P C/vi/ EngSneering • Transportation Em,fronmenta/ • P/ann/ng 380 Park Place Boulevard, Suite 300 Clearwater, Florida, 33759 www.thegroup.com - 800.861.8314 License No. 3843 EDSA, 1512 E. Broward Blvd. Fort Lauderdale, Florida, 33301 www.edsaplan.com - 954.524.3330 Q < E J E LL 6.c U � L J ♦V i� CU U i CZ cn CD 4 PROJECT NO.: 07024 DATE: August 18, 2008 SEAL: OWNER BVG Aquisitions, Inc. PHASE: DRC SUBMITTAL SHEET DESCRIPTION: LANDSCAPE DETAILS AND NOTES SHEET NUMBER: L3.09 Z :.�� Q) 1_y 4 ►�. �• a. ci;) C' 0 PERIMETER FENCE Section CCNO M CIX" W PRT9CW CAP OEY= PRSCd6T OONR010 GAP, M *W AD M WAMV 1 R M TO MATCH =X& COLOR It FI M AMWV® SY LOVISCAM ARCH= SERVICE YARD WALL Section EXIEMW CENM PICKET WORW Or 4W6 CONCiSIEFOU" NDUb1RM DRIVE ferV C> 15- R00" rTYP.) GTA YARD P06T CAP IM I — PLAT CAP — 'y 601IAFE � J NDUSiRi& t7i41VE WVET S X4M FOR CONCRETE COLLL N W RIM= CAR 6=04 PAMASI TO MATIM B=Wj FACADE 6ma. PICKET FEWE FROM MiRUIMAL RM 90M RY f1AS1ER LLALGD (1.6A4.729 -Db$) STATE RN CE MILE IC N V-Oe LHOW c�t�7�L,,OA�R� A��D "M TO BE DETERew by V.M�F ARGREGT Scale NTS MME COLLI'N V/ "1181 6T GAP my= AN CONC = CAP; PNED AND HWAM BL,OacwH�raaalra. REt�oRCeetr 610000RNE41701114=15dDNi C12OR4MM 'TO BE APPROVED sY LArMCAM ACMW 6•WX*9 CM KDW 61114 43 ROARTIE GAP TO F0171FR Fi.L ALL CUO UT14 OM MM EWAM JOM (AM PAVWJ FN&W QUIX 1VASE8) VA781WROM MRSUE TO RU DO M ON ALL YERT" 64FAGE6 GIP.CONCI�iE FiJa'tN' FCar6Ys 4I�Tlrlr or 87R1C6igAL EWAHM b• MAVIL 15=1 GL1'PAGM 610611ADE Scale NTS FACE B7 FACE PERIMETER FENCE - PEDESTRIAN CATE Section s -s Im POET GIP P. C- r a o V mom �v LL ROOD TYPE FER 6PECF1G4T10NSL z. ALL ATTACHMEM AND FASTerEM PER 61RZIURAL E1ONM S LIMER CMRiEiM &M ARE MN11 "ROR AESTI = FURFCM ONLY. 67RIGTW& _ aecEU D00R 04WNMR W SIB AS REOLIM. 4. ALL FRUM AND MATE14" TO B$ APPR74D BY LANDSCAPE ARCR= & 61M PICKET GATE FROM 11120 NTAL MN MWLADEV"M 11JOW B1f M46T8i MW fl-6 0 -M-NO) STATE GWAE VMS GATT N V-ar UMM W ie- FEMM 4 6TRAJGIIT MP.CMM AND MW TO M PEI 4ED BY LANDSCAPE ARCMEGT A1CH W STRAP ICaIM w PFM= GAP - PANrASIMMM BIILDNG FAG4M 78• r_ ..Guest Parking 4 Cottages I —1 7 Vthlcu4v Dreetarv�lDreetarv�l �Vetyeullr Dlreetlon,V WAYFINDINC SICNACE Section Scale NTS s - -- '� 1 Scale NTS I 120 . mr•�IF s tiR next VM rearm GREEN VINYL CHAIN LINK FENCE Scale NTS Section 7 T a i t d t ENTRY SIGN Section tv1AIN IDCNTITY - GDIf to Day i31A L FHJNT LLEVAi KJN SCALE: V- V -U' SE1F. EIEVrT O\ Scale NTS N?1E6. L ALLCMFAM*V FM HAO041tE 81141111 11E NBTALLM ON IM 0051M % dM41UCADE 1O!! OF Al UE e�i06TM IM W FVM IN 5-66 ODIN= NOT® N P11431CtAM TARE y� —�Iwrr P. C- r a o _.,tIIL1Ll'F\iFµLri , sn �v � 2'DIA. CANDY CanE�� 'HALL erREEr�pE a- n M MIMI t ?8 CKNESS GCB' -TG S "RJCTURA_ MAX A-LP NUV tc-0Q011r>46N6 _ aecEU D00R F �ti'; A WA RAN" -- m SCM Room /--NG S 4AIGNI COU'JNG MWLADEV"M I.e— ]e• —e.l SIC a 94- IJCJ4RGCOM - _ - - - - -- BAL_AST CONi- ART11E11T 780 AAII IN CXNISS 7C" DIA it 11 o fF1 `-SAG CLASS LENS VATh iDU, V+ ILS III 1 J _ AND EASY CPLV RNGED DOOR FCR RE- LAWNG s i� SOCFFi mo I�.F NAT -AGE t75 Gtl SCSI <G YGLTAGE t7� U5 INISM OUCS 16' • t' A FLUTED PO-- 188 WALL - MIOKVES$ 60b' -TB S- RLCTU14AL C4A7_ ALUIJINJAI PCi VALJ.D I SNa.- JNII CUVSIRJC IIUV I LU T. 411 ACCT SS ACCESS DOOR SECLRCD SICC_ j i I , ALLEN '•EAD SCREYS li- %AGOVN RASC 875 RCCR 7i1CKNESS — -- 'GUR ANCIIGt t&%—SS A \0 ONE CRCUND LJC y� —�Iwrr P. C- r a o _.,tIIL1Ll'F\iFµLri , sn Loop, � erREEr�pE a- Im MIMI j ,BOLT j� tc-0Q011r>46N6 _ aecEU D00R F �ti'; A WA RAN" -- m SCM Room MWLADEV"M I.e— ]e• —e.l SIC a 94- IJCJ4RGCOM W nb�YO,NK•Yr I.a.a tJrn Fa, o,n PILA3 15-114' r 413 mm� 28.12" )24 mm STREET LIGHT AND BOLLARD LIGHT Section AVAILABLE YNFJDU3 4 L)r]im AMWA STANLEY 1316FIOTGIN RDAD PORT LAUDEFmWA. FL Mj 954. 414 -0.M "till XJGWW%= 6TE LJr;i11t3 1 8911LGiLIE PTLA! AVALAW MUM CNW AW 7l16te" 111M taOly LAloe63AE1L 78., ffi4- 474 -�OEi 1� Scale NTS °! ' O N T--HIE BAY flarb d HEALTH & REHAB OUrWOO CENTER 1 S�D']N7 q IDENTRV EP:e- �tiy S' j 7. A` A 11I II Ilia Hlll \II .111af�l�otu' \ \r�oa�l -- - .I.IIK .-- �- :G'T't�ti.,A2.2V.A •C- +LY.O,'4xW.•IY:u. -a.> SE07h7ARY IDENTITY -5 tLRIbV 2 msa:tct+ .r. � A_ t 3N -e , ENTRY SIGN Section 4 11 SFCCNOARY Ir.ENTTiY - Wrd- ._ Scale NTS three 4040 N. suite 1 12 p O I 27 200 75204 telephone facslmf{e Greystone Communities SantaFe HealthCare AMaF, G R 0 U P CIV/I Eng/noor/ng rMnoportntlon EnVlronmental • P /rmning 380 Park Place Boulevard, Suite 300 Clearwater, Florida. 33759 www.tbagroup.com — 800.861.8314 License No. 3843 1512 E. Broward Blvd. Fort Lauderdale, Florida, 33301 www.edsaplan.com - 954.524.3330 ' � c E J E LL CU CD (D W d 13 PROJECT NO.: 07024 DATE: August 18, 2008 SEAL: C_I ( J) .._ I X11 ✓ i � _ I I OWNER : BVG Aquisitions, Inc. PHASE: DRC SUBMITTAL SHEET DESCRIPTION: LANDSCAPE DETAILS AND NOTES SHEET NUMBER L3.10 P. C- r a o _.,tIIL1Ll'F\iFµLri , sn � .IN�A.__•.1,V) � c, 4 11 SFCCNOARY Ir.ENTTiY - Wrd- ._ Scale NTS three 4040 N. suite 1 12 p O I 27 200 75204 telephone facslmf{e Greystone Communities SantaFe HealthCare AMaF, G R 0 U P CIV/I Eng/noor/ng rMnoportntlon EnVlronmental • P /rmning 380 Park Place Boulevard, Suite 300 Clearwater, Florida. 33759 www.tbagroup.com — 800.861.8314 License No. 3843 1512 E. Broward Blvd. Fort Lauderdale, Florida, 33301 www.edsaplan.com - 954.524.3330 ' � c E J E LL CU CD (D W d 13 PROJECT NO.: 07024 DATE: August 18, 2008 SEAL: C_I ( J) .._ I X11 ✓ i � _ I I OWNER : BVG Aquisitions, Inc. PHASE: DRC SUBMITTAL SHEET DESCRIPTION: LANDSCAPE DETAILS AND NOTES SHEET NUMBER L3.10 P. C- r a o Q>%L / I L:; Up L.J P} � s r r r ° f m - \ /7 10' LANDDSGAPE BUFFER REQUIREMENT MET / 10' LANDSCAPE BUFFER Perimeter Planting Width Shrub Beds REQUIREMENT NOT MET Calculated Trees Required UNABLE TO MEET DUE TO UNKNOWN PLANS Requirement Required 10' LANDSCAPE BUFFER FOR FUTURE DEVELOPMENT after Preservation Collector Right -of -Way REQUIREMENT DUE TO EXISTING REQUIRED TREES 8,760 SF 5,740 SF PARKING LOT LOCATION PROVIDED ELSENHERE ON 4 V� (28,318 SF / 150 SF) (188 Required - 41 Preserved *) PLAN UNABLE TO MEET 10' T o 15' LANDSCAPE BUFFER REQUIREMENT MET WITH _ LANDSCAPE BUFFER 10' eq Y 13 ENTRY LANDSCAPE 9,120 SF REQUIREMENT DUE TO f 29 Vp STATEMENT SRF_EK /RAVINE AREA (1,199LF x 10') I -. ` "r AND EXI- STING, -_,' Non- Residential & 1,789 LF \._ -- it / POWERLINES --_- 10,855 SF 51 46Preserved***} Attached Dwellings (with decorative fence) (1,789 LF x 7') (1,789 LF /35 O.C.) UNABLE TO MEET 10 LANDSCAPE BUFFER REQUIREMENT DUE TO ---•6 I PA EX STING FAR LOT .P� LOCATION r Z ` - //' C>`\` I'�+ .Ea % ZZ ` - ��6 trr �r i / w l / ° Y ^�,r �f' rr , �. -�cya `l ` \ •� ' ii 't ®� j„ i i l r .�> _.qiP rr/ v_ r+ fa,.. ` ' _ _` ' �.•� �"`\v -- \ }� \ ` \\ O °•`, �°°! �°�° } ; / a / Pr , / }cr.. r , r `.`✓ -c \" `@ - /7r \ +ice/ • `?-'6, , yy''\ '> ` \ \ �` i Y .ISO \ o i r ____ �.'i r ` \�`1 •,,•• ,, \ 17 /ir r� ter' � + i +. / r �. _ \�' {:" ii"� \e \, \ �\ ° � ` \ \, 1.� \ \\ � f�/./� ` -t -- } \��\r'� \�\ r ____ _ � i � �a �_ -max ri� � �% /'_.._...•. �../ .. / �,. /� � , °'� rj° c �r� 1'. �+ \ \ \ +, ':___ _r- \ - Z- ---� %'LV i �� O ° +`x =� {gip <a "i_� � ...% / • \ _ _ > \ .",. ® °° � /�j� \ k.,''.. • -n� - �['�� \ -1\ \ �i� / %,• ; { iii'; � \ _}- O - . / ,z UNABLE TO MEET \ a`� �� \ %: - • ° -� % �� /�/!� �„ / „ ' i /// °� , i BUFFER DUE TO EXISTING COTTAGE AND -A' / SIDEWALK LOCATION \ / ^ //' / ✓ r\� .`vim ^� -T' LANDSCAPE BUFFER REQUIREMENT MET \ ♦ �. ( /!,. ('! /...:•./ % %'' EXCEPT AT CORNER DUE TO EXISTING ROAD �= LOCATION , , � - �, -_� � /; / f UNABLE TO ° j ` .�� % /.._ / PROPOSE TREE =i • 1 I / ALONG BUFFER DUE TO EXISTING rtm � S ',v- 'rte'- ^ \ \._ -C� \\ i '� i/ �Q�� _x..- � � ',•„' _. .,._�,. / , _ / / ` i" CANOPY COVERAGE �\ yA x e.n ' i :i \\ / a -�.. °° = � ;i � � �,'�� -= - �° :mss'.- � � .'}°�. _ .•. : >"y'::, %• ,i, - sa Ae- F loop T. Kv P 1 LEGEND 10' LANDSCAPE BUFFER REQUIREMENT MET 5""", - 95-w-': AW j% 1Ai /�/ AV r ,./ r „ / Vehicular Use Area Interior Islands Buffer Requirement (15') \ j Buffer Requirement (10') , _ P BAY �- A M \ QLD Buffer Requirement (7' with decorative fence) UNABLE TO MEET 7' LANDSGAPE BUFFER REQUIREMENT DUE TO EXISTING ROAD LOGATI ON NO LANDSCAPE BUFFER REQUIREMENT AT WATER BODY EDGE LANDSCAPE CALCULATIONS PERIMETER LANDSCAPE *Tree Survey Numbers 3, 6, 7, 8, 10, 182, 173, 174 * *Tree Survey Numbers 1, 2, 316, 317, 318, 319, 321, 322, 324, 325, 326, 327, 328, 426, 425, 424, 423, 407, 406, 405, 404, 403, 402, 401, 400, 187, 249, 250, 185, 188, 190, 419, 420, 189, 190, 26, 25, 24, 23 ** *Tree Survey Numbers 286, 287, 476, 257, 256, 11 INTERIOR LANDSCAPE Proposed VUA 283,188 SF Interior Islands Perimeter Planting Width Shrub Beds Shrub Beds Calculated Trees Required Adjacent Land Use Length Requirement Required Provided Required Trees after Preservation Collector Right -of -Way 584 LF 15' 8,760 SF 5,740 SF 17 9 *) (28,318 SF / 150 SF) (188 Required - 41 Preserved *) (584 LF x 15') (584 LF / 35' O.C.) (17 Required - 8 Preserved Non - Residential & 2,389 LF 10' 11,990 SF 9,120 SF 68 29 Attached Dwellings (1,199LF x 10') (1,199 LF /35' O.C.) (68 Required - 39 Preserved**) Non- Residential & 1,789 LF 7' 12,523 SF 10,855 SF 51 46Preserved***} Attached Dwellings (with decorative fence) (1,789 LF x 7') (1,789 LF /35 O.C.) ( 51 Required *Tree Survey Numbers 3, 6, 7, 8, 10, 182, 173, 174 * *Tree Survey Numbers 1, 2, 316, 317, 318, 319, 321, 322, 324, 325, 326, 327, 328, 426, 425, 424, 423, 407, 406, 405, 404, 403, 402, 401, 400, 187, 249, 250, 185, 188, 190, 419, 420, 189, 190, 26, 25, 24, 23 ** *Tree Survey Numbers 286, 287, 476, 257, 256, 11 INTERIOR LANDSCAPE Proposed VUA 283,188 SF Interior Islands Interior Islands Shrubs Shrubs Calculated Required Trees Required Required Provided Required Provided Trees after Preservation 28,318 SF 30,671 SF 14,159 SF 27,514 SF 188 Trees 147 (10% of VUA) (50% of 30,671 SF) (28,318 SF / 150 SF) (188 Required - 41 Preserved *) *Tree Survey Numbers 142, 278, 293, 125, 124, 89, 85, 84, 314, 563, 560, 559, 558, 557, 561, 562, 555, 554, 550, 571, 570, 582, 45, 40, 41, 479, 513, 512, 502, 475, 296, 303, 472, 367, 335, 356, 357, 433, 440, 436, 641 TOTAL LANDSCAPE REQUIREMENTS Perimeter Tree Requirement Interior Tree Requirement Total Tree Requirement Total Trees Provided 83 147 230 230* *155 Canopy Trees, 84 Palms / 3 = 28 Equivalent Canopy Trees, 95 Ornamental Trees/ 2 = 47 Equivalent Canopy Trees TREE REPLACEMENT Trees Removed (Rated 2.5 -5.0)* Total Caliper Inches Removed Total Caliper Inches Replaced ** Caliper Inches to Mitigate 145 1,898!' 739" 1,159" *Trees Removed (Rated 2.5 -5.0): See Tree Preservation Plan for Numbers of Trees * *155 Canopy Trees x 3" = 465 Cal. Inches, 84 Palms x 1" = 84 Cal. Inches, 95 Ornamental Trees x 2" = 190 Cal. Inches PLANT TYPES Canopy Trees Ornamental Palm Trees Provided Trees Provided Provided 155(68%) 47(20%) 28(12%) 0 ( 95 Om. Trees / 2) (84 Palms / 3) KEY MAP N TS 100' !iO4' 4440 Nsuite t6cpwy I Da1175204'�s 12 t ephone 4 I 21facs mile . Cenral � Greystone Communities SantaFe HealthCare Tff G R O U P Civil Engineering • Transportation Environmental • Planning 380 Park Place Boulevard, Suite 300 Clearwater, Florida, 33759 www.tbegroup.com - 800.861.8314 License No. 3843 1512 E. Broward Blvd. Fort Lauderdale, Florida, 33301 www.edsaplan.com - 954.524.3330 LL - CD w. u CU u C0 W r . 4 stf PROJECT NO.: 07024 DATE: August 18, 2008 SEAL: t 7µ U OWNER: BVG Aquisitions, Inc. 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Lu' .4 L �a to a rninum window P. U ------- ----- 1, A -- ------- ----- - ------------ --- ON p C jr' ------------ --- - - - - - - - - - - - jan M, L 0 rn ;0 rn ro ON L T' d floor second fflo, ecvond ,o( or ---- - ------ Plpv 10, PIP 1() elev: 10' 1 elev: 10'-10" 0 - - -------------- - b oor first floor --V first fl -elevCV-0- "e e .t iv t back elevation P1. side elevation rn� Z! LLS LIJ 0 0 0 2j; Z 0 cottage 2 elevations 0 8 16 24 cottage 3 floorplans 1 6 24 00 00 00 4-J M cottage 3 0 second floor plan O= IMPIA", 'I 'WI r� M M� xr front elevation back elevation cottage 3 elevations 8 1 6 24 screened porch I r ubm., I side elevation CO C* N N CO SZ- +-J V) Cc) MWIIIIIII m. Q Y�Wbsf guard house elevations 11 1 l ' 87 00 00 Im y f� gpd guard house elevations 11 1 l ' 87 00 00 Im SECTION 17 TOWNSHIP 29 SOUTH RANGE 16 EAST GRAPHIC SCALE PINELLAS COUNTY, FLORIDA D 25 50 ,aa POINT OF BEGINNING ( IN FEET ) F.I.R, b //8" oe ,a P o, ryy ee 1 = 50 ft.. `\ LB p21'29 + :d1' +��° +'�� S. 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I , A C\ 4� \\ rlyY'• 29.80 , \ 10' `0. �� X t ''1•,t' 7 0 he 1 ; t •.'` 2 /♦ pk 1• / % 1 i •C r ate Inlet 91 tij0' +d'`y� I o i 4 \° \ I '�' \ + % %inv E. - 23.12 .^112' ',1 `i / t� h ' S ?! °9 \ �- di e1' / 9 \5 , tn•'•'. ♦ r \ \ V top -25.2 vr'' � { >n9 + r x. ) `I 1 W A �• , W / �' \ ' ♦ �' MV. N. - .18 1 "\ 1 'tJr• g. i dt` \ a,�.b �4 , i ^l° 1 i4', :iQ 1 .}. ,b4F L :,' p , i \ +/• + q •} /, /�� , �k O�r + , \ (i • . ' ' W P \ \ I Inv N - 2234 ry y / 2 P ��11�� y �- . I h 1 0 p/ \ Ko i� 4 278.1' �•4' • `/ .� d� + .+ ek b1 \ iiC \1 \ .jrdlr' :bdt $\ +� a o to(\ 64" s I eS i� ti 1 \ o a . \ i i + q't' \ ny W - 21.124' ' , % <� 4• 1 1 9r P 1� t . + , I ,rk , ,' s' 1 \ t . * 1. 1 \ ` ,i0 \ „ c in �t ,/1 I !'I �' 2 it + / t ♦ r d .'.tS}'': • �. NOT 1 N C L U D E D � ` >� q . , d')y ,k ,� , ,��' o geta Mlat + i } �\ fi / ,Z w �d- °' + y DESCRIPTION as furnished �, , . ' , :' 0• ++ \\ �- + 1(' >r ,_y' i+l`r '�`�� °. \ ,�'t b 1yr \\ 1e ryh y,, 754'11' O, 9 I tip - 21.33 1 0° \t ^ �.. ? t .� \ �t , 71 y 1 t \P ; oo \•' ° t� °° / >{o + /tqb$� ( ) r ,'. • . \ , + \ O[, . h-)A IL + \ .A•Lgl JOv�k/ \ 0 . 3� I� /fi tI 6 /A, A +inv W. - 11.72 1 1 s \i�G \e a `r` 1 `t +'Ci 1 1 `' y'\ gbi ` 5 ' y / e o q �' +1 Parcel No. 1' �� -,� .,�, M + \ ., ,4 +C . /, .n14 nh• IY(av _ r .r, * -. s� 4 di. + cf' Y. plX\ I ri I 1 + .. a�' . �,, d+ o ,► e f A tract of land lying within Section 17, Township 29 South, Range 16 East, Pinellas County, Florida, and being more particularly described as follows: NOTES: Commence at the Northwest corner of Block 2 of "A RESUB OF BASKIN'S REPLAT ", as recorded in Plot Book 24, page 42, of the Public Records 1. TYPE OF SURVEY: TOPOGRAPHIC SURVEY of Pinellas County, Florida; thence North 89'46' 01" East along the North line of said Block 2, 1206.41 feet for a POINT OF BEGINNING, thence 2. DATE OF SURVEY. NOVEMBER 14, 2005 continue North 89'46' 01" East a distance of 200.00 feet; thence leaving said line South 00'37' 03" West a distance of 150.02 feet; thence 3. SURVEY CREW: FRANCISCO GARCIA, DAN LANG, DAN McINTURFF, TOM RYAN, MIKE GROSS . North 89'46' 01" East a distance of 60.01 feet; thence South 00'37' 03" West a distance of 260.00 feet; thence South 89'46' 01' West a 22.60 30,25 4. ELEVATIONS SHOWN HEREON ARE IN FEET AND REFER TO THE NORTH AMERICAN VERTICAL rev. -1.95 DATUM OF 1988 N. distance of 191.21 feet; thence North 38' 27' 39" West a distance of 330.94 feet; thence North 89'46' 01" East a distance of 139.84 feet; t]ev. -1.95 .10 ( A.V.D., 88) Top of wall Elev. -1.30 12.80' S. REFERENCE BENCHMARKS: thence North 00'37' 03" East a distance of 150.02 feet to the POINT OF BEGINNING. Elev.- 4.25 NATIONAL GEODETIC SURVEY BENCHMARK 'COURTNEY B' ELEVATION = 3.66' Parcel No.2: NATIONAL GEODETIC SURVEY BENCHMARK 'COURTNEY M' ELEVATION = 4.45' A tract of land I 'n within Section 17, Townshi 29 South, Ran a 16 East, Pinellas Count , Florida and bein more articular) described as -Elev. -0.10 6. NO UNDERGROUND INSTALLATIONS OR IMPROVEMENTS HAVE BEEN LOCATED EXCEPT y 9 p 9 y 9 p y Bev. -0.10 Elev. -0.40 mo in AS SHOWN. follows: Bottom Commence at the Northwest corner of Block 2 of "A RESUB OF BASKIN'S REPLAT ", as recorded in Plot Book 24, page 42, of the Public Records Elev.= 2.20 7. NO INSTRUMENTS OF RECORD REFLECTING EASEMENTS, RIGHT OF WAY AND/OR OWNERSHIP of Pinellas County, Florida; thence North 89'46' 01" East along the North line of said Block 2, 1206.41 feet, thence continue North 89'46'01" WERE FURNISHED TO THIS SURVEYOR EXCEPT AS SHOWN. 8. THIS SURVEY DOES NOT REFLECT NOR DETERMINE OWNERSHIP. East o distance of 200.00 feet; thence leaving sold line South 00'37' 03' West a distance of 150.02 feet; thence North 89'46' 01" East a (� C II II c IIpII 9. ALL MEASUREMENTS, DISTANCES, ELEVATIONS AND FEATURES SHOWN WERE PERFORMED IN distance of 60.01 feet; thence South 00' 37' 03" West a distance of 260.00 feet for a POINT OF BEGINNING; thence continue South 00' 37' 03" I V . E . Wier W a I I - Deta i I A S ■ E • Wier W a i I - D eta i I B STRICT ACCORDANCE WITH THE MINIMUM TECHNICAL STANDARDS SET FORTH IN CHAPTER West a distance of 967.93 feet; thence South 69'21' 23" West a distance of 314.28 feet; thence South 52'28' 54" West a distance of 215.00 Not t0 SCale 61G17 -6, FLORIDA ADMINISTRATIVE CODE. feet; thence North 39' Oil 06" West a distance of 654.81 feet; thence North 50° 58' 50' East a distance of 52.16 feet; thence North 34' 14' 53" Not to Scale 10. USE OF THIS SURVEY BY ANYONE OTHER THAN THOSE PREPARED FOR WILL BE THE RE -USERS SOLE RISK WITHOUT LIABILITY TO THE SURVEYOR. �,,, -, } West a distance of 40.00 feet; thence North 13' 41' 04" East a distance of 21.51 feet; thence North 50'45' 48" East a distance of 154.86 feet; 11. THERE MAY BE ITEMS DRAWN OUT OF SCALE TO GRAPHICALLY SHOW THEIR LOCATION. � :it- �r.;� °'',"- thence North 61' 21' 53" East a distance of 4.55 feet; thence North 39' 11' 48' East a distance of 22.26 feet; thence North 42' 12' 55" West a 12• MERIDIAN BASED ON THE NORTH BOUNDARY OF THE SUBJECT PROPERTY AS BEARING �; �. � �''° distance of 67.34 feet; thence North 31' 09' 17" West a distance of 141.97 feet; thence North 27' 02' 41" West a distance of 181.44 feet; N89'46'03 "W. STATE PLANE VALUES ARE TIED TO THE FLORIDA STATE PLANE COORDINATE thence South 42'07' 22" West a distance of 113.46 feet; thence South 82' 16' 09" West a distance of 112.08 feet; thence North 27'46' 45" West SYSTEM (GRID) WEST ZONE NORTH AMERICAN DATUM 1983 -1991 ADJUSTMENT 1990 AND WERE • " " 7f3! jJ `i a distance of 13.51 feet; thence South 65'46 35 West a distance of 25.55 feet; thence North 23-27'38- West a distance of 34.80 feet; thence DERIVED FROM COORDINATES PUBLISHED BY THE NATIONAL GEODETIC SURVEY FOR STATIONS `7"'i South 62' 091 34" West a distance of 88.09 feet; thence North 39'01'06" West a distance of 260.77 feet; thence North 00'13' 59' West a 'COURTNEY B' AND 'COURTNEY M'. PQ,'`; , ; , " � distance of 282.35 feet; thence North 89'46' 01" East a distance of 135.20 feet; thence South 41' 34' 50" East a distance of 34.65 feet; _, r_ „ ?•: thence North 48' 24' 08" East a distance of 99.89 feet; thence North 89' 46' 01" East a distance of 771.29 feet; thence South 38' 27' 39" ` -1 East a distance of 330.94 feet; thence North 89' 46' 01" East a distance of 191.21 feet to the POINT OF BEGINNING. SHEET 1 OF 2 SHEETS } W (0 W W U Q ao0 9 w a O m H N L0 O 0- o In 0 O � LLJ to 11 C7 Z CY 0 (D _ , T_ r- v a 6 0 Z .+- � U(43) CLL. cn N O 0- 0 O � LLJ to U C7 Z CY 0 (D v a U 0 > I\, U: N U O Ll) t d- W N dM- E r- N I.L. C N Q H C6 o LL / Z W Z Z >_ M a 0 Q LL inwzaa \ W.cpz¢0 O a .+Z9�Z � 0 Q otn�ZV) a Lil W JO5l:2 W • Q 2uJalro P am- U 0)--- -< d W Li '°•d mo Z Q a'. ,'2� W V-go_0 � � f 4 U J - = (n z E za Jair m I +a? _ . 0 -C , �. , ' ri°o Z , - . r'�� , o;0' W co l - C0 `� >:zk >;m 't, c 6,� •: D '- L J - , a. `, V -� Zk c" 1� tb� , xp ; . 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(S.R. 60) CROSS �- ��_ CIRCLE 6 7 bMNeins 30 g6 1� 1 9X; I 4 no 74 rre a/d.__ ryx q^ c uN aNF', Du P° °e °y9 JpD��D�tiv o�L • W 0 41 n° beA es0pen�� 10 5 j /'V / / bvddn9 no_1 ?�69 O M 04, \6 bMPding no 45 4 residences /. /.e 1661 -/ Al o bcti o'DN pA \ \° �y J id S bugdn 5 r°sl ancs60 �rO• � 76 OJ i rim / bk n �es56 tlA,dpS�' 1A. D O N 1I 6 N Exl UTILITY �— POLE ) N b Gs , ldP9 �<ae 2 b3 ` Eestse Cf... 04 ° ° °0ej5 Mi \9 E X T IR .-1 A , � 1 e oy \� 0 C 5 4 L4 E AE 9.0' ZONE VE EL. = 9.0' m R C E L 0 o� ZONE A EL= 9. ■ / b 0• 3 \ of \. UNF- 0UODING g�P� / MEINHARDT ® ® Consulting Engineers 101 NE 3rd Ave Suite 1140 Fort Lauderdale, FL 33301 Tele: 954.765.3433 Fax: 954.765.3439 www.meinhardtusa.com PROJECT # 707501 EB# 25980 JAMES M. MINDUR, P.E. 62639 Ad 0MR, I 16 BUIMNG SETBACK UNE Q > w J 0 m lV^J VJ 0 0 O � o a', o —ZONE X > n \/ P 0 QP 0 0V DEMO SITE PLAN - [ELECTRICAL 0�1 SCALE: 1" = 60'- 0" LEGEND EXISTING ELECTRICAL OVERHEAD LINE TO REMAIN EXISTING ELECTRICAL OVERHEAD LINE TO BE REMOVED GENERAL NOTES A. REFER TO CIVIL ENGINEER'S DRAWINGS FOR EXACT UTILITIES EASEMENT LOCATIONS. B. WHEN REMOVING EXISTING OVERHEAD LINES, REMOVE THE UTILITY POLES AND ALL ASSOCIATED POLE MOUNTED EQUIPMENT. KEY PLAN N.T.S. three A- 1040 N. Central ExpwyDallas, Texal214.559.40801214.559.0990 suite 200 I 75204 I telephone I facsimile GREYSTONE t r w V r s 1 i o Y _� I U Cz Cz LV I� PROJECT NO. 07024 DATE : JULY 11, 2008 SEAL: ��QJ�?JSFO �0� ��0 (� Ct VO �\C-OS�. \5�\�QJ�Q �'2�OQQ�GO� �O OWNER BVG Acquisitions, Inc. PHA'Sb% CONSTRUCTION J DOCUMENTS SHEET DESCRIPTION : DEMO SITE PLAN ELECTRICAL SHEET NUMBER : ES1.00 Digital File: ©COPYRIGHT three 2008 h 4h cE^ M bA c00u y'1 �JD`�4�ti A , � 1 e oy \� 0 C 5 4 L4 E AE 9.0' ZONE VE EL. = 9.0' m R C E L 0 o� ZONE A EL= 9. ■ / b 0• 3 \ of \. UNF- 0UODING g�P� / MEINHARDT ® ® Consulting Engineers 101 NE 3rd Ave Suite 1140 Fort Lauderdale, FL 33301 Tele: 954.765.3433 Fax: 954.765.3439 www.meinhardtusa.com PROJECT # 707501 EB# 25980 JAMES M. MINDUR, P.E. 62639 Ad 0MR, I 16 BUIMNG SETBACK UNE Q > w J 0 m lV^J VJ 0 0 O � o a', o —ZONE X > n \/ P 0 QP 0 0V DEMO SITE PLAN - [ELECTRICAL 0�1 SCALE: 1" = 60'- 0" LEGEND EXISTING ELECTRICAL OVERHEAD LINE TO REMAIN EXISTING ELECTRICAL OVERHEAD LINE TO BE REMOVED GENERAL NOTES A. REFER TO CIVIL ENGINEER'S DRAWINGS FOR EXACT UTILITIES EASEMENT LOCATIONS. B. WHEN REMOVING EXISTING OVERHEAD LINES, REMOVE THE UTILITY POLES AND ALL ASSOCIATED POLE MOUNTED EQUIPMENT. KEY PLAN N.T.S. three A- 1040 N. Central ExpwyDallas, Texal214.559.40801214.559.0990 suite 200 I 75204 I telephone I facsimile GREYSTONE t r w V r s 1 i o Y _� I U Cz Cz LV I� PROJECT NO. 07024 DATE : JULY 11, 2008 SEAL: ��QJ�?JSFO �0� ��0 (� Ct VO �\C-OS�. \5�\�QJ�Q �'2�OQQ�GO� �O OWNER BVG Acquisitions, Inc. PHA'Sb% CONSTRUCTION J DOCUMENTS SHEET DESCRIPTION : DEMO SITE PLAN ELECTRICAL SHEET NUMBER : ES1.00 Digital File: ©COPYRIGHT three 2008 SITE r�' is I LRH', fi,POWER / \ 01 :, �r NERGY D R MEINHARDT Consulting Engineers 101 NE 3rd Ave Suite 1140 Fort Lauderdale, FL 33301 Tele: 954.765.3433 Fax: 954.765.3439 www.meinhardtusa.com PROJECT # 707501 EB# 25980 JAMES M. MINDUR, P.E. 62639 DATE: GENERAL NOTES A. REFER TO CIVIL ENGINEER'S DRAWINGS FOR EXACT UTILITIES EASEMENT LOCATIONS. B. COORDINATE WITH POWER COMPANY FOR UTILITY TRANSFORMER PAD LOCATION AND INSTALLATION DETAILS. C. COORDINATE WITH TELEPHONE AND CABLE TV COMPANIES FOR SERVICE CONDUITS ROUTING AND CONNECTION REQUIREMENTS. D. (2) 5' PVC UNDERGROUND DUCT TYPICAL FOR ALL PRIMARY UNDERGROUND RUNS. L EGEi'moD :RGY POWER UTILITY COMPANY OVERHEAD LINE — EXISTING -'&- °&--uz-°&- POWER UTILITY COMPANY UNDERGROUND LINES - NEW "'°"SEEM°""' UNDERGROUND SERVICE LINES - NEW ❑MH ELECTRICAL MANHOLE - NEW ® PAD MOUNTED TRANSFORMER STATION - NEW KEY PLAN N.T.S. three r 040 N. Central ExpwyDallas, Texan 214.559.40801 214.559.0990 suite 200 I 75204 I telephone I facsimile GREYSTONE 0 Cf 20T it E € E I� o LL v �} Q) LU 0 C) I C Q� U Cn PROJECT NO. 07024 DATE : JULY 11, 2008 SEAL QOM O ��0 C' 115 O�Q1-r✓O� �O OWNER BVG Acquisitions, Inc. PHASF�J O% CONSTRUCTION DOCUMENTS SHEET DESCRIPTION : SITE PLAN ELECTRICAL POWER SHEET NUMBER : ES2.00 Digital File: ©COPYRIGHT three 2008 ,., IL PLANNING DF_PARTNILNT Marc Mariano, AICP, PP TBE Group, Inc. 380 Park Place Boulevard, Suite 300 Clearwater, FL 33759 CITY OF CLEARWATER POST OFFICE BOX 4748, CLEARWATER, FLORIDA 33758 -4748 MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVF,NUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 562 -4567 FAx (727) 562 -4865 RE: Development Order - Case FLD2008 -05012 2855 Gulf to Bay Boulevard Dear Mr. Mariano: October 24, 2008 E 9 I� 'fin D A V [31 Xlr% � 6a •� � � �+ FL ®2008 -05012 BELLA TIERRA ON THE BAY Zoning: C :atlas# 3008 This letter constitutes a Development Order pursuant to Section 4- 206.D.6 of the Community Development Code. On October 21, 2008, the Community Development Board (CDB) reviewed your request and APPROVED the Flexible Development application for the redevelopment of the overall 31.12 acre - property zoned Commercial (C) District, Office (0) District and proposed Medium High Density Residential (NMR) District (companion rezoning Case No. REZ2008- 07007) to permit a total of 229 attached dwellings (Independent Living Units) (73 units existing to remain; 156 units proposed), a total of 40 nursing home beds (proposed) and a total of 170 beds of assisted - living facility (94 beds existing to remain; 76 beds proposed); (A) In the Commercial (C) District with a lot area of 2.45 acres, a lot width of 200 feet along Gulf to Bay Boulevard (north) and a total of 210 feet along Cross Blvd, a front (north) setback along Gulf to Bay Blvd of four feet (to existing sign) and 28 feet (to existing pavement), a front (east) setback along Cross Blvd of one -foot (to existing pavement), a front (north) setback along Cross Blvd of 25 feet (to proposed guardhouse), a side (east) setback of five feet (to existing pavement), a side (west) setback of two feet (to existing pavement), a side (north) setback of zero feet (to existing pavement) and a building height of 81 feet (to roof deck of existing assisted living facility building), as a Comprehensive Infill Redevelopment Project in the Commercial (C) District, under the provisions of Section 2- 704.C; (B) In the proposed Medium High Density Residential (MHDR) District with a lot area of 28.33 acres, a lot width along Sky Harbor Drive of 282 feet, a reduction to the front (west) setback along Sky Harbor Drive from 25 to 21 feet (to existing building), a reduction to the side (west) setback at the southeast corner of the adjacent nursing home parcel from 10 to five feet (to proposed pavement), an increase to building height from 30 to 82 feet (to top of roof of proposed building) and a reduction to the required number of parking spaces from 583 to 426 parking spaces, as a Residential Infill Project under the provisions of Section 2- 304.G; and (C) Reductions to perimeter buffers along Cross Blvd (east) from 10 feet to one -foot (to existing pavement), along the west side from five to two feet (to existing pavement), along the north side from 10 feet to zero feet (to existing pavement) and at the southeast corner of the adjacent nursing home parcel from 10 feet to five feet (to proposed pavement), as a Comprehensive Landscape Program under the provisions of Section 3- 1202.G, and DENIED a reduction to the side (east) setback from 10 to five feet (to existing pavement) and a reduction to the perimeter buffers along the east side from seven to five feet (to existing pavement). �r�i • a. October 24, 2008 Mariano — Page 2 As part of their decision, the CDB included the following Findings of Fact, Conclusions of Law and Conditions of Approval: Findings of Fact: 1. The 31.12 total acres is located generally at 2855 Gulf -to -Bay Boulevard (south side of Gulf -to -Bay Boulevard between Cross Boulevard [east] and Sky Harbor Drive [west]); 2. The overall site has three zoning districts, including 2.45 acres in the northeast corner of the site adjacent to Cross Boulevard zoned Commercial (C) District, 0.34 acres in the northwest corner of the site adjacent to Sky Harbor Drive zoned Office (0) District and the 28.33 -acre balance zoned Medium Density Residential (MDR) District; 3. There is a companion request to rezone the MDR District to Medium High Density Residential (MHDR) District under REZ2008 -07007 to permit the nursing home beds desired under this proposal; 4. The area zoned Commercial District is currently developed with an eight -story, 94 -bed Assisted Living Facility (ALF), which is not proposed to be changed. The area zoned Office District is currently vacant land with no buildings located on it. The balance of the site currently zoned MDR District is developed with 62 one -story, attached dwelling buildings with varying number of units in each building (total of 229 units) that have existed since the mid- 1960's; 5. The existing eight -story, 94 -bed ALF building in the northeast corner of the site (zoned Commercial District) will be retained with this proposal, as well as 18 of the existing attached dwelling buildings containing 73 units along the northern and western portions of the site; 6. The proposal includes the construction of a new building that will have 138 attached dwelling units, 76 ALF beds and 40 nursing home beds; 7. The proposal includes a height increase from 30 to 82 feet for the new building. This site has substsubstantial chancres in existing grarles with the average onntnnr leeral Fnr this city �t 11 fPPf. 'r . antial -..» .b .... ... existing b• .. .... ..... ........b.. ............. I......I — ......a —te at — ...vt . the overall height of 82 feet is measured to the highest top of towers for the new building. From the average grade level, the building is 70.5 feet to the top of the parapet roof, 8. The proposal also includes the construction of nine duplex attached dwelling buildings along the southern portion of the site closer to the water and just south of the existing ALF building; 9. In the Commercial District, there are no required setbacks for a Comprehensive Infill Redevelopment Project use;. 10. The proposal includes a front (north) setback along Gulf -to -Bay Blvd of four feet (to existing sign) and 28 feet (to existing pavement), a front (east) setback along Cross Blvd of one -foot (to existing pavement), a front (north) setback along Cross Blvd of 25 feet (to proposed guardhouse), a side (east) setback of five feet (to existing pavement), a side (west) setback of two feet (to existing pavement) and a side (north) setback of zero feet (to existing pavement); 11. In the proposed MHDR District, required setbacks for a Residential Infill Project use are 10 — 25 feet front, 0 — 10 feet side and 0 — 15 feet rear. The proposal includes a reduction to the front (west) setback along Sky Harbor Drive from 25 to 21 feet (to existing building), a reduction to the side (east) setback from 10 to five feet (to existing pavement) and a reduction to the side (west) setback at the southeast corner of the adjacent nursing home parcel from 10 to five feet (to proposed pavement); 12. The proposed change to the zoning of the property to MHDR District to permit the nursing home beds within the proposed new building increases the side setback to 10 feet, whereas the existing MDR District side setback is five feet; 13. The minimum required parking for Residential Infill Projects is two parking spaces per dwelling unit, but the standard is a guideline that may be varied based on the Residential Infill Project criteria of Section 2- 404.F; ' �R October 24, 2008 Mariano — Page 3 14. For all uses on the subject property, the number of overall required spaces totals 583 parking spaces. The proposal includes a reduction to the required number of parking spaces from 583 to 426 parking spaces. The applicant has submitted a Parking Sufficiency Study that has analyzed the existing conditions and the proposed development relating to parking demand; 15. This site is required a 15 -foot wide landscape buffer along Gulf -to -Bay Boulevard, a 10 -foot wide landscape buffer along Cross Boulevard and Sky Harbor Drive, a 10 -foot wide buffer (or seven -foot wide with a decorative fence /wall) adjacent to nonresidential uses and a 10 -foot buffer adjacent to attached dwellings or like uses; 16. This proposal includes reductions to perimeter buffers along Cross Blvd (east) from 10 feet to one -foot (to existing pavement), along the east side from seven to five feet (to existing pavement), along the west side from five to two feet (to existing pavement), along the north side from 10 feet to zero feet (to existing pavement) and at the southeast corner of the adjacent nursing home parcel from 10 feet to five feet (to proposed pavement); 17. There is an active Code Enforcement case for this property dealing with noncompliant landscaping (CDC2008- 02198). Conclusions of Law: 1. That the development proposal is consistent with the Standards as per Sections 2 -701.1 and 2 -401.1 and Tables 2 -704 and 2-404 of the Community Development Code; 2. That the development proposal is consistent with the Flexibility criteria as per Section 2 -704.0 of the Community Development Code; 3. That the development proposal is consistent with the Flexibility criteria as per Section 2 -404.F of the Community Development Code; 4. That the development proposal is consistent with the General Standards for Level Two Approvals as nvr q'artinn Z_Q1 i of tha C nmmnnit T)av I -nmant (`-A— —A 5. The proposal is compatible with the adjacent land uses. Conditions of Approval: 1. That approval of this application is subject to the approval of the companion rezoning Case No. REZ2008- 07007; 2. That the final design and color of the building be consistent with the conceptual elevations approved by the CDB; 3. That a subdivision plat be required to be approved for any future division of this property into additional lots; 4. That the existing eight -story ALF building zoned Commercial District be limited to a maximum of 94 beds and the new building be limited to a maximum of 76 ALF beds and 40 nursing home beds; 5. That, prior to the issuance of any permits, the applicant assist the City with resolving the address issue for the adjacent HarbourWood Nursing Home created by the gating of the subject property; 6. That approval of this application does not waive full compliance with the parking, landscaping or underground utility requirements for the ALF area zoned Commercial District and the northern and western areas where existing attached dwellings are being retained as part of this application, however, full compliance is expected when these existing areas are redeveloped in the future; 7. That landscaping that has died or been removed without approvals identified under Case No. CDC2008 -02198 be replaced as part of the construction of these improvements, unless it is determined by the Planning Department that replacement be initiated at an earlier date; 8. That, prior to the issuance of any permits, civil and landscape plans be revised to provide a 10 -foot wide setback and landscape buffer along the eastern property line; V October 24, 2008 Mariano — Page 4 9. That, prior to the issuance of building permits for the duplex buildings, mechanical equipment for these new duplex buildings be screened from view in accordance with Code requirements; 10. That existing overhead utilities serving buildings along the north and west sides of the site that are being retained under this proposal be placed underground when these areas are redeveloped; 11. That any freestanding signage be a monument -style sign, designed to match the exterior materials and colors of the building, and be limited to a maximum height of six feet; 12. That, prior to the issuance of any permits, the applicant resolve water, sewer and fire line issues with the Engineering and Fire Departments; 13. That, prior to the issuance of any permits, compliance with all requirements of General Engineering, Traffic Engineering and Stormwater Engineering be met; and 14. That any applicable Public Art and Design Impact Fee be paid prior to the issuance of any permits. Pursuant to Section 4-407, an application for a building permit or other approvals shall be made within one year of Flexible Development approval (October 21, 2009). All required certificates of occupancy shall be obtained within two years of the date of issuance of the initial building permit. The building permit must be obtained within six months of the initial permit application. This timeframe to obtain the initial building permit may be extended for an additional six months for cause by the Community Development Coordinator. Time frames do not change with successive owners. The Community Development Coordinator may grant an extension of time for the Flexible Development approval for a period not to exceed one year and only within the original period of validity. The issuance of this Development Order does not relieve you of the necessity to obtain any building permits or pay any impact fees that may be required. In order to facilitate the issuance of any permit or license affected by this approval, please bring a copy of this letter with you when applying for any permits or license, that ren7lirP this nr'or develonment apnrnvnl, Additionally, an appeal of a Level Two approval (Flexible Development) may be initiated pursuant to Section 4 -502.13 by the applicant or by any person granted parry status within 14 days of the date of the CDB meeting. The filing of an application/notice of appeal shall stay the effect of the decision pending the final determination of the case. The appeal period for your case expires on November 4, 2008 (14 days from the date of the CDB meeting). If you have any questions, please do not hesitate to call Wayne M. Wells, Planner III, at 727 -562 -4504. You can access zoning information for parcels within the City through our website: NNmtw.myclearwater.com/.gov/'deptsi'planniag. ncerely, Michael Delk, AICP Planning Director S. IPlanning DepartmentlC D BIFLEX (FLD)IInactive or Finished ApplicationslGulf to Bay 2855 Bella Terra (C, 0& MDR) -Approved - WWIGulf to Bay 2855 Development Order 10.24.08.doc ,n,:.. CITY OF C LEARWATER POST OFFICE Box 4748, CLEARWATER, FLORIDA 33758 -4 448 MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLEAVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 562-4567 FAx (727) 562 -4865 PLANNING DEPARTDIENT October 24, 2008 Marc Mariano, AICP, PP TBE Group, Inc. 380 Park Place Boulevard, Suite 300 Clearwater, FL 33759 RE: Development Order - Case FLD2008 -05012 2855 Gulf to Bay Boulevard Dear Mr. Mariano: This letter constitutes a Development Order pursuant to Section 4- 206.D.6 of the Community Development Code. On October 21, 2008, the Community Development Board (CDB) reviewed your request and APPROVED the Flexible Development application for the redevelopment of the overall 31.12 acre - property zoned Commercial (C) District, Office (0) District and proposed Medium High Density Residential (MEDR) District (companion rezoning Case No. REZ2008- 07007) to permit a total of 229 attached dwellings (Independent Living Units) (73 units existing to remain; 156 units proposed), a total of 40 nurs;nrt home beds (rrorosedl and a total of 170 beds of st °f' I; r f 'l,+ 1°^ b a *' � F aSSi� . u iVi .g •uc111L y t �� Ue ex iv remain; 76 beds proposed); (A) In the Commercial (C) District with a lot area of 2.45 acres, a lot width of 200 feet along Gulf to Bay Boulevard (north) and a total of 210 feet along Cross Blvd, a front (north) setback along Gulf to Bay Blvd of four feet (to existing sign) and 28 feet (to existing pavement), a front (east) setback along Cross Blvd of one -foot (to existing pavement), a front (north) setback along Cross Blvd of 25 feet (to proposed guardhouse), a side (east) setback of five feet (to existing pavement), a side (west) setback of two feet (to existing pavement), a side (north) setback of zero feet (to existing pavement) and a building height of 81 feet (to roof deck of existing assisted living facility building), as a Comprehensive Infill Redevelopment Project in the Commercial (C) District, under the provisions of Section 2- 704.C; (B) In the proposed Medium High Density Residential (MHDR) District with a lot area of 28.33 acres, a lot width along Sky Harbor Drive of 282 feet, a reduction to the front (west) setback along Sky Harbor Drive from 25 to 21 feet (to existing building), a reduction to the side (west) setback at the southeast corner of the adjacent nursing home parcel from 10 to five feet (to proposed pavement), an increase to building height from 30 to 82 feet (to top of roof of proposed building) and a reduction to the required number of parking spaces from 583 to 426 parking spaces, as a Residential Infill Project under the provisions of Section 2- 304.G; and (C) Reductions to perimeter buffers along Cross Blvd (east) from 10 feet to one -foot (to existing pavement), along the west side from five to two feet (to existing pavement), along the north side from 10 feet to zero feet (to existing pavement) and at the southeast corner of the adjacent nursing home parcel from 10 feet to five feet (to proposed pavement), as a Comprehensive Landscape Program under the provisions of Section 3- 1202.G, and DENIED a reduction to the side (east) setback from 10 to five feet (to existing pavement) and a reduction to the perimeter buffers along the east side from seven to five feet (to existing pavement). Tom«!; N CO o M 3 cQ n� Fn D O Z 2 M W D C 0 o C0 -ii o4i 00 �C F O nn " I W0 ECG ED ��00 �4% 10. October 24, 2008 Mariano — Page 2 As part of their decision, the CDB included the following Findings of Fact, Conclusions of Law and Conditions of Approval: Findinp,s of Fact: 1. The 31.12 total acres is located generally at 2855 Gulf -to -Bay Boulevard (south side of Gulf -to -Bay Boulevard between Cross Boulevard [east] and Sky Harbor Drive [west]); 2. The overall site has three zoning districts, including 2.45 acres in the northeast corner of the site adjacent to Cross Boulevard zoned Commercial (C) District, 0.34 acres in the northwest corner of the site adjacent to Sky Harbor Drive zoned Office (0) District and the 28.33 -acre balance zoned Medium Density Residential (MDR) District; 3. There is a companion request to rezone the MDR District to Medium High Density Residential (MHDR) District under REZ2008 -07007 to permit the nursing home beds desired under this proposal; 4. The area zoned Commercial District is currently developed with an eight -story, 94 -bed Assisted Living Facility (ALF), which is not proposed to be changed. The area zoned Office District is currently vacant land with no buildings located on it. The balance of the site currently zoned MDR District is developed with 62 one -story, attached dwelling buildings with varying number of units in each building (total of 229 units) that have existed since the mid- 1960's; 5. The existing eight -story, 94 -bed ALF building in the northeast corner of the site (zoned Commercial District) will be retained with this proposal, as well as 18 of the existing attached dwelling buildings containing 73 units along the northern and western portions of the site; 6. The proposal includes the construction of a new building that will have 138 attached dwelling units, 76 ALF beds and 40 nursing home beds; 7. The proposal includes a height increase from 30 to 82 feet for the new building. This site has .,If lzi:m ql (`fl'i1nup,: ltl PYlCT1TQ (T'53nPC 17IMI Me AVPYA(JP (`rinfnllr 1-7.1 il1T flhiC clip Ot 1-1 -F--t overall height of 82 feet is measured to the highest top of towers for the new building. From the average grade level, the building is 70.5 feet to the top of the parapet roof, 8. The proposal also includes the construction of nine duplex attached dwelling buildings along the southern portion of the site closer to the water and just south of the existing ALF building; 9. In the Commercial District, there are no required setbacks for a Comprehensive Infill Redevelopment Project use;. 10. The proposal includes a front (north) setback along Gulf -to -Bay Blvd of four feet (to existing sign) and 28 feet (to existing pavement), a front (east) setback along Cross Blvd of one -foot (to existing pavement), a,front (north) setback along Cross Blvd of 25 feet (to proposed guardhouse), a side (east) setback of five feet (to existing pavement), a side (west) setback of two feet (to existing pavement) and a side (north) setback of zero feet (to existing pavement); 11. In the proposed MHDR District, required setbacks for a Residential Infill Project use are 10 — 25 feet. front, 0 — 10 feet side and 0 — 15 feet rear. The proposal includes a reduction to the front (west) setback along Sky Harbor Drive from 25 to 21 feet (to existing building), a reduction to the side (east) setback from 10 to five feet (to existing pavement) and a reduction to the side (west) setback at the southeast corner of the adjacent nursing home parcel from 10 to five feet (to proposed pavement); 12. The proposed change to the zoning of the property to MHDR District to permit the nursing home beds within the proposed new building increases the side setback to 10 feet, whereas the existing MDR District side setback is five feet; 13. The minimum required parking for Residential Infill Projects is two parking spaces per dwelling unit, but the standard is a guideline that may be varied based on the Residential Infill Project criteria of Section 2- 4041; October 24, 2008 Mariano — Page 3 14. For all uses on the subject property, the number of overall required spaces totals 583 parking spaces. The proposal includes a reduction to the required number of parking spaces from 583 to 426 parking spaces. The applicant has submitted a Parking Sufficiency Study that has analyzed the existing conditions and the proposed development relating to parking demand; 15. This site is required a 15 -foot wide landscape buffer along Gulf -to -Bay Boulevard, a 10 -foot wide landscape buffer along Cross Boulevard and Sky Harbor Drive, a 10 -foot wide buffer (or seven -foot wide with a decorative fence /wall) adjacent to nonresidential uses and a 10 -foot buffer adjacent to attached dwellings or like uses; 16. This proposal includes reductions to perimeter buffers along Cross Blvd (east) from 10 feet to one -foot (to existing pavement), along the east side from seven to five feet (to existing pavement), along the west side from five to two feet (to existing pavement), along the north side from 10 feet to zero feet (to existing pavement) and at the southeast corner of the adjacent nursing home parcel from 10 feet to five feet (to proposed pavement); 17. There is an active Code Enforcement case for this property dealing with noncompliant landscaping (CDC2008- 02198). Conclusions of Law: 1. That the development proposal is consistent with the Standards as per Sections 2 -701.1 and 2 -401.1 and Tables 2 -704 and 2-404 of the Community Development Code; 2. That the development proposal is consistent with the Flexibility criteria as per Section 2 -704.0 of the Community Development Code; 3. That the development proposal is consistent with the Flexibility criteria as per Section 2 -404.F of the Community Development Code; 4. That the development proposal is consistent with the General Standards for Level Two Approvals as nPr \vrfi nn {_V'I { nt 4ha 1 'nmmnnit-a �avalnrmant (''nlia• �n`i 5. . The proposal is compatible with the adjacent land uses. Conditions of Approval: 1. That approval of this application is subject to the approval of the companion rezoning Case No. REZ2008- 07007; 2. That the final design and color of the building be consistent with the conceptual elevations approved by the CDB; 3. That a subdivision plat be required to be approved for any future division of this property into additional lots; 4. That the existing eight -story ALF building zoned Commercial District be limited to a maximum of 94 beds and the new building be limited to a maximum of 76 ALF beds and 40 nursing home beds; 5. That, prior to the issuance of any permits, the applicant assist the City with resolving the address issue for the adjacent HarbourWood Nursing Home created by the gating of the subject property; 6. That approval of this application does not waive full compliance with the parking, landscaping or underground utility requirements for the ALF area zoned Commercial District and the northern and western areas where existing attached dwellings are being retained as part of this application, however, full compliance is expected when these existing areas are redeveloped in the future; 7. That landscaping that has died or been removed without approvals identified under Case No. CDC2008 -02198 be replaced as part of the construction of these improvements, unless it is determined by the Planning Department that replacement be initiated at an earlier date; 8. That, prior to the issuance of any permits, civil and landscape plans be revised to provide a 10 -foot wide setback and landscape buffer along the eastern property line; October 24, 2008 Mariano — Page 4 9. That, prior to the issuance of building permits for the duplex buildings, mechanical equipment for these new duplex buildings be screened from view in accordance with Code requirements; 10. That existing overhead utilities serving buildings along the north and west sides of the site that are being retained under this proposal be placed underground when these areas are redeveloped; 11. That any freestanding signage be a monument -style sign, designed to match the exterior materials and colors of the building, and be limited to a maximum height of six feet; 12. That, prior to the issuance of any permits, the applicant resolve water, sewer and fire line issues with the Engineering and Fire Departments; 13. That, prior to the issuance of any permits, compliance with all requirements of General Engineering, Traffic Engineering and Stormwater Engineering be met; and 14. That any applicable Public Art and Design Impact Fee be paid prior to the issuance of any permits. Pursuant to Section 4 -407, an application for a building permit or other approvals shall be made within one year of Flexible Development approval (October 21, 2009). All required certificates of occupancy shall be obtained within two years of the date of issuance of the initial building permit. The building permit must be obtained within six months of the initial permit application. This timeframe to obtain the initial building permit may be extended for an additional six months for cause by the Community Development Coordinator. Time frames do not change with successive owners. The Community Development Coordinator may grant an extension of time for the Flexible Development approval for a period not to exceed one year and only within the original period of validity. The issuance of this Development Order does not relieve you of the necessity to obtain any building permits or pay any impact fees that may be required. In order to facilitate the issuance of any permit or license affected by this approval, please bring a copy of this letter with you when applying for any peiiii5 %s or licenses irlai rr'i1111Yr inig pntir c1r_.ve_tipmen approvgi_ Additionally, an appeal of a Level Two approval (Flexible Development) may be initiated pursuant to Section 4 -502.13 by the applicant or by any person granted party status within 14 days of the date of the CDB meeting. The filing of an application/notice of appeal shall stay the effect of the decision pending the final determination of the case. The appeal period for your case expires on November 4, 2008 (14 days from the date of the CDB meeting). If you have any questions, please do not hesitate to call Wayne M. Wells, Planner III, at 727 -562 -4504. You can access zoning information for parcels within the City through our website: u,NN,w.i-n-yelearwater.com/goN,/depts/plannii2g. nccrely, Michael Delk, AICP Planning Director S:IPlanning DepartmentlCD BIFLEX (FLD)Vnactive or Finished Applications l Gulf to Bay 2855 Bella Terra (C, 0& MDR) -Approved - WMGuIf to Bay 2855 Development Order 10.24.08.doc CITY OF CLEARWATER POST OFFICE Box 4748, CLEARWATER, FLORIDA 33758-41,48 MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVEWE, CLEARWATER, FLORIDA 331 TELEPHONE (727) 562 -4567 FAx (727) 562 -4865 PLANNING DHPARTMLNT October 24, 2008 Marc Mariano, AICP, PP TBE Group, Inc. 380 Park Place Boulevard, Suite 300 Clearwater, FL 33759 RE: Development Order - Case FLD2008 -05012 2855 Gulf to Bay Boulevard Dear Mr. Mariano: This letter constitutes a Development Order pursuant to Section 4- 206.D.6 of the Community Development Code. On October 21, 2008, the Community Development Board (CDB) reviewed your request and APPROVED the Flexible Development application for the redevelopment of the overall 31.12 acre - property zoned Commercial (C) District, Office (0) District and proposed Medium High Density Residential (MHDR) District (companion rezoning Case No. REZ2008- 07007) to permit a total of 229 attached dwellings (Independent Living Units) (73 units existing to remain; 156 units proposed), a total of 40 nursing home beds ;prok'osed; and a total of 170 beds of assisted living L ,hty (94 weds existing tv remain; 76 beds proposed); (A) In the Commercial (C) District with a lot area of 2.45 acres, a lot width of 200 feet along Gulf to Bay Boulevard (north) and a total of 210 feet along Cross Blvd, a front (north) setback along Gulf to Bay Blvd of four feet (to existing sign) and 28 feet (to existing pavement), a front (east) setback along Cross Blvd of one -foot (to existing pavement), a front (north) setback along Cross Blvd of 25 feet (to proposed guardhouse), a side (east) setback of five feet (to existing pavement), a side (west) setback of two feet (to existing pavement), a side (north) setback of zero feet (to existing pavement) and a building height of 81 feet (to roof deck of existing assisted living facility building), as a Comprehensive Infill Redevelopment Project in the Commercial (C) District, under the provisions of Section 2- 704.C; (B) In the proposed Medium High Density Residential (MHDR) District with a lot area of 28.33 acres, a lot width along Sky Harbor Drive of 282 feet, a reduction to the front (west) setback along Sky Harbor Drive from 25 to 21 feet (to existing building), a reduction to the side. (west) setback at the southeast corner of the adjacent nursing home parcel from 10 to five feet (to proposed pavement), an increase to building height from 30 to 82 feet (to top of roof of proposed building) and a reduction to the required number of parking spaces from 583 to 426 parking spaces, as a Residential Infill Project under the provisions of Section 2- 304.G; and (C) .Reductions to perimeter buffers along Cross Blvd (east) from 10 feet to one -foot (to existing pavement), along the west side from five to two feet (to existing pavement), along the north side from 10 feet to zero feet (to existing pavement) and at the southeast corner of the adjacent nursing home parcel from 10 feet to five feet (to proposed pavement), as a Comprehensive Landscape Program under the provisions of Section 3- 1202.G, and DENIED a reduction to the side (cast) setback from 10 to five feet. (to existing pavement) and a reduction to the perimeter buffers along the east side from seven to five feet (to existing pavement). as :4 October 24, 2008 Mariano — Page 2 As part of their decision, the CDB included the following Findings of Fact, Conclusions of Law and Conditions of Approval: Findinp,s of Fact: 1. The 31.12 total acres is located generally at 2855 Gulf -to -Bay Boulevard (south side of Gulf -to -Bay Boulevard between Cross Boulevard [east] and Sky Harbor Drive [west]); 2. The overall site has three zoning districts, including 2.45 acres in the northeast corner of the site adjacent to Cross Boulevard zoned Commercial (C) District, 0.34 acres in the northwest corner of the site adjacent to Sky Harbor Drive zoned Office (0) District and the 28.33 -acre balance zoned Medium Density Residential (MDR) District; 3. There is a companion request to rezone the MDR District to Medium High Density Residential (MHDR) District under REZ2008 -07007 to permit the nursing home beds desired under this proposal; 4. The area zoned Commercial District is currently developed with an eight -story, 94 -bed Assisted Living Facility (ALF), which is not proposed to be changed. The area zoned Office District is currently vacant land with no buildings located on it. The balance of the site currently zoned MDR District is developed with 62 one - story, attached dwelling buildings with varying number of units in each building (total of 229 units) that have existed since the mid- 1960's; 5. The existing eight -story, 94 -bed ALF building in the northeast corner of the site (zoned Commercial District) will be retained with this proposal, as well as 18 of the existing attached dwelling buildings containing 73 units along the northern and western portions of the site; 6. The proposal includes the construction of a new building that will have 138 attached dwelling units, 76 ALF beds and 40 nursing home beds; 7. The proposal includes a height increase from 30 to 82 feet for the new building. This site has l'lifll l:1 T1 f7Al (`.11 .'171UPC 7T1 PY1CT71'lU Ul"a 11PC XXTI 1 Tne '.117PT',1RP (`Al'lt/�11T iP[ /PI for TIl1C Site 7t 'I l YPC+t The overall height of 82 feet is measured to the highest top of towers for the new building. From the average grade level, the building is 70.5 feet to the top of the parapet roof, 8. The proposal also includes the construction of nine duplex attached dwelling buildings along the southern portion of the site closer to the water and just south of the existing ALF building; 9. In the Commercial District, there are no required setbacks for a Comprehensive Infill Redevelopment Project use; 10. The proposal includes a front (north) setback along Gulf -to -Bay Blvd of four feet (to existing sign) and 28 feet (to existing pavement), a front (east) setback along Cross Blvd of one -foot (to existing pavement), a front (north) setback along Cross Blvd of 25 feet (to proposed guardhouse), a side (east) setback of five feet (to existing pavement), a side (west) setback of two feet (to existing pavement) and a side (north) setback of zero feet (to existing pavement);, 11. In the proposed MHDR District, required setbacks for a Residential Infill Project use are 10 — 25 feet front, 0 — 10 feet side and 0 — 15 feet rear. The proposal includes a reduction to the front (west) setback along Sky Harbor Drive from 25 to 21 feet (to existing building), a reduction to the side (east) setback from 10 to five feet (to existing pavement) and a reduction to the side (west) setback at the southeast corner of the adjacent nursing home parcel from 10 to five feet (to proposed pavement); 12. The proposed change to the zoning of the property to MHDR District to permit the nursing home beds within the proposed new building increases the side setback to 10 feet, whereas the existing MDR District side setback is five feet; 13. The minimum required parking for Residential Infill Projects is two parking spaces per dwelling unit, but the standard is a guideline that may be varied based on the Residential Infill Project criteria of Section 2- 404.17; Ii October 24, 2008 Mariano — Page 3 14. For all uses on the subject property, the number of overall required spaces totals 583 parking spaces. The proposal includes a reduction to the required number of parking spaces from 583 to 426 parking spaces. The applicant has submitted a Parking Sufficiency Study that has analyzed the existing conditions and the proposed development relating to parking demand; 15. This site is required a 15 -foot wide landscape buffer along Gulf -to -Bay Boulevard, a 10 -foot wide landscape buffer along Cross Boulevard and Sky Harbor Drive, a 10 -foot wide buffer (or seven -foot wide with a decorative fence /wall) adjacent to nonresidential uses and a 10 -foot buffer adjacent to attached dwellings or like uses; 16. This proposal includes reductions to perimeter buffers along Cross Blvd (east) from 10 feet to one -foot (to existing pavement), along the east side from seven to five feet (to existing pavement), along the west side from five to two feet (to existing pavement), along the north side from 10 feet to zero feet (to existing pavement) and at the southeast corner of the adjacent nursing home parcel from 10 feet to five feet (to proposed pavement); 17. There is an active Code Enforcement case for this property dealing with noncompliant landscaping (CDC2008- 02198). Conclusions of Law: 1. That the development proposal is consistent with the Standards as per Sections 2 -701.1 and 2 -401.1 and Tables 2 -704 and 2-404 of the Community Development Code; 2. That the development proposal is consistent with the Flexibility criteria as per Section 2 -704.0 of the Community Development Code; 3. That the development proposal is consistent with the Flexibility criteria as per Section 2 -404.F of the Community Development Code; 4. That the development proposal is consistent with the General Standards for Level Two Approvals as nPr \Pr`inn 4 -V 1 i nt flhP mJ I ) '1n n�n 1 1— . .... I - - ... ivvray.t 5. The proposal is compatible with the adjacent land uses. Conditions of Approval: 1. That approval of this application is subject to the approval of the companion rezoning Case No. REZ2008- 07007; 2. That the final design and color of the building be consistent with the conceptual elevations approved by the CDB; 3. That a subdivision plat be required to be approved for any future division of this property into additional lots; 4. That the existing eight -story ALF building zoned Commercial District be limited to a maximum of 94 beds and the new building be limited to a maximum of 76 ALF beds and 40 nursing home beds; 5. That, prior to the issuance of any permits, the applicant assist the City with resolving the address issue for the adjacent HarbourWood Nursing Home created by the gating of the subject property; 6. That approval of this application does not waive full compliance with the parking, landscaping or underground utility requirements for the ALF area zoned Commercial District and the northern and western areas where existing attached dwellings are being retained as part of this application, however, full compliance is expected when these existing areas are redeveloped in the future; 7. That landscaping that has died or been removed without approvals identified under Case No. CDC2008 -02198 be replaced as part of the construction of these improvements, unless it is determined by the Planning Department that replacement be initiated at an earlier date; 8. That, prior to the issuance of any permits, civil and landscape plans be revised to provide a 10 -foot wide setback and landscape buffer along the eastern property line; y October 24, 2008 Mariano — Page 4 9. That, prior to the issuance of building permits for the duplex buildings, mechanical equipment for these new duplex buildings be screened from view in accordance with Code requirements; 10. That existing overhead utilities serving buildings along the north and west sides of the site that are being retained under this proposal be placed underground when these areas are redeveloped; 11. That any freestanding signage be a monument -style sign, designed to match the exterior materials and colors of the building, and be limited to a maximum height of six feet; 12. That, prior to the issuance of any permits, the applicant resolve water, sewer and fire line issues with the Engineering and Fire Departments; 13. That, prior to the issuance of any permits, compliance with all requirements of General Engineering, Traffic Engineering and Stormwater Engineering be met; and 14. That any applicable Public Art and Design Impact Fee be paid prior to the issuance of any permits. Pursuant to Section 4-407, an application for a building permit or other approvals shall be made within one year of Flexible Development approval (October 21, 2009). All required certificates of occupancy shall be obtained within two years of the date of issuance of the initial building permit. The building permit must be obtained within six months of the initial permit application. This timeframe to obtain the initial building permit may be extended for an additional six months for cause by the Community Development Coordinator. Time frames do not change with successive owners. The Community Development Coordinator may grant an extension of time for the Flexible Development approval for a period not to exceed one year and only within the original period of validity. The issuance of this Development Order does not relieve you of the necessity to obtain any building permits or pay any impact fees that may be required. In order to facilitate the issuance of any permit or license affected by this approval, please bring a copy of this letter with you when applying for any peiiiLiis qr iii :rrl.qe5 inni rriliiir� inic pnnr deyr:icipmt-.n'r_ apprnvAl_ Additionally, an appeal of a Level Two approval (Flexible Development) may be initiated pursuant to Section 4 -502.13 by the applicant or by any person granted party status within 14 days of the date of the CDB meeting. The filing of an application/notice of appeal shall stay the effect of the decision pending the final determination of the case. The appeal period for your case expires on November 4, 2008 (14 days from the date of.the CDB meeting). If you have any questions, please do not hesitate to call Wayne M. Wells, Planner III, at 727 -562 -4504. You can access zoning information for parcels within the City through our website: www.myclearwater.com/.izoN,/'deptsiplannin g. ; Michael Delk, AICP Planning Director S: (Planning DepartmentlC D BIFLEX (FLD)Unactive or Finished Applications lGulf to Bay 2855 Bella Terra (C, 0& MDR) -Approved - WMGuIf to Bay 2855 Development Order 10.24.08.doc �e' O ENGINEERING REPORT IN SUPPORT OF A . SWFWMD ENVIRONMENTAL RESOURCE PERMIT STANDARD GENERAL PERMIT, AND CITY OF CLEARWATER DEVELOPMENT PERMIT ��tJFST FLp'Pi Q 0 :- °_ kka rwater L C N CO -n I k.) 9�ncern 7 n 1 CIO n --i Co FOR: O Cl ) D o 0 o BELLA TERRA ON THE BAY z to irl 2855 GULF TO BAY BLVD. CLEARWATER, FL 33759 U3 � ICI�1 CLIENT: ""< W CIO BVG ACQUISITION, INC. ,rw 4300 NW 89 BLVD. W GAINESVILLE, FL 32606 SUBMITTED BY: TBE Group, Inc. 380 Park Place Boulevard, Suite 300 Clearwater, FL 33759 MAY 2, 2008 °n MA's! 01 %fn FLD2008 -05012 BELLA TIERRA ON T HE BAY -4� Zoning: C atlas# 300B SITE PLAN APPROVED CASE # CASE TYPE � v � CRC DATE CDO DATE of o 09 SIGNATURE DATE c� Jorge FL REG. N . 59 98 0 ii Date: d d Z 0 • �: hI . TABLE OF CONTENTS ENVIRONMENTAL RESOURCE PERMIT APPLICATION (Sections A, C and E) ENGINEERING REPORT r LETTER OF AUTHORIZATION Date: Aril 14, 2008 RE: BVG ACQUISTION, INC. DB /A BELLA TERRA ON THE BAY TO WHOM IT MAY CONCERN: Please be advised by this correspondence that TBE GROUP, INC., and it's authorized representatives — JORGE HERNANDEZ, PE, are authorized to act as Agents and Operations, Maintenance Entities on behalf of BVG ACQUISITION INC., for the purpose of the SWFWMD Stormwater Permit for the above - referenced property: Signature(s) Of Owners: Vice Chairman 4300 N.W. 89TH BLVD. Address GAINESVILLE FL 32606 -0749 City State Zip STATE OF FLORIDA ) COUNTY OF ALACHUA ) Sworn to and subscribed before me this 14th day of April A.D,, Q& Z, ......... ��..e....,,�. NANCY B. RUSSELL e �.0.f. V � '• (S W4/00 Bonded thr . Florida No tary An n.. 1W .1 ..................... 0040.008000. �c =,. S Notary Phnd, State of Florida Print, Type or Stamp Name of Notary Public Personally Known X or Type of Identification Produced My commission expires: C: \Documents and Settings \nrussell \Local Settings \Temp \GWViewer \SWFWMD_Ltr of Auth.doc k I I SECTION A PART 1: Are any of the activities described in this application proposed to occur in, on or over wetlands or other surface waters? ❑ yes 0 no Is this application being filed by or on behalf of an entity eligible for a fee reduction? ❑ yes R1 no PART 2: A. Type of Environmental Resource Permit requested (check at least one) • Noticed General - include information requested in Section B. • Standard General (single family dwelling) - include information requested in Sections C and D. lir Standard General (all other projects) - include information requested in Sections C and E. • Standard General (minor systems) - include information requested in Sections C and H. • Standard General (borrow pits) - include information requested in Sections C and I. • Individual (single family dwelling) - include information requested in Sections C and D. • Individual (all other projects) - include information requested in Sections C and E. • Individual (borrow pits) - include information requested in Sections C and I. • Conceptual - include information requested in Sections C and E. • Mitigation Bank (construction) - include information requested in Section C and F. (If the proposed mitigation bank involves the construction of a surface water management system requiring another permit listed above, check the appropriate box and submit the information requested by the applicable section.) • Mitigation Bank (conceptual) - include information requested in Section C and F. B. Type of activity for which you are applying (check at least one) ❑ Construction or operation of a new system, including dredging or filling in, on or over wetlands and other surface waters. (If reapplying for an expired, denied or withdrawn permit/application, please provide previous permit # ) 13 Alteration or operation of an existing system which was not previously permitted by SWFWMD or DEP. ❑ Modification of a system previously permitted by SWFWMD or DEP. Provide previous permit # and check applicable modification type. ❑ Alteration of a system ❑ Extension of permit duration ❑ Abandonment of a system ❑ Construction of additional phases of a system ❑ Removal of a system C. Are you requesting authorization to use State owned Submerged Lands? ❑ yes ® no If yes, include the information requested in Section G. D. For activities in, on or over wetlands or other surface waters, check type of federal dredge and fill permit requested: ❑ Individual ❑ Programmatic General ❑ General ❑ Nationwide ® Not applicable E. Are you claiming to qualify for an exemption? ❑ yes f7 no If yes, provide rule number if known: FORM 547.27/ERP(9/07) Section A - Page 1 of 5 ENVIRONMENTAL RESOURCE PERMIT APPLICATION SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT 2379 BROAD STREET, BROOKSVILLE, FL 34604 -6899 (352) 796 -7211 OR FLORIDA WATS 1 (800) 423 -1476 7 'vt4 R� 4GEN1 FOR AGENCY USE ONLY ACOE Application # DEPNVMD 'Application # ,Date Received Date Received Proposed Project Latitude Fee Received $ Proposed Project Longitude Fee Receipt # SECTION A PART 1: Are any of the activities described in this application proposed to occur in, on or over wetlands or other surface waters? ❑ yes 0 no Is this application being filed by or on behalf of an entity eligible for a fee reduction? ❑ yes R1 no PART 2: A. Type of Environmental Resource Permit requested (check at least one) • Noticed General - include information requested in Section B. • Standard General (single family dwelling) - include information requested in Sections C and D. lir Standard General (all other projects) - include information requested in Sections C and E. • Standard General (minor systems) - include information requested in Sections C and H. • Standard General (borrow pits) - include information requested in Sections C and I. • Individual (single family dwelling) - include information requested in Sections C and D. • Individual (all other projects) - include information requested in Sections C and E. • Individual (borrow pits) - include information requested in Sections C and I. • Conceptual - include information requested in Sections C and E. • Mitigation Bank (construction) - include information requested in Section C and F. (If the proposed mitigation bank involves the construction of a surface water management system requiring another permit listed above, check the appropriate box and submit the information requested by the applicable section.) • Mitigation Bank (conceptual) - include information requested in Section C and F. B. Type of activity for which you are applying (check at least one) ❑ Construction or operation of a new system, including dredging or filling in, on or over wetlands and other surface waters. (If reapplying for an expired, denied or withdrawn permit/application, please provide previous permit # ) 13 Alteration or operation of an existing system which was not previously permitted by SWFWMD or DEP. ❑ Modification of a system previously permitted by SWFWMD or DEP. Provide previous permit # and check applicable modification type. ❑ Alteration of a system ❑ Extension of permit duration ❑ Abandonment of a system ❑ Construction of additional phases of a system ❑ Removal of a system C. Are you requesting authorization to use State owned Submerged Lands? ❑ yes ® no If yes, include the information requested in Section G. D. For activities in, on or over wetlands or other surface waters, check type of federal dredge and fill permit requested: ❑ Individual ❑ Programmatic General ❑ General ❑ Nationwide ® Not applicable E. Are you claiming to qualify for an exemption? ❑ yes f7 no If yes, provide rule number if known: FORM 547.27/ERP(9/07) Section A - Page 1 of 5 0 PART 3: A. Owner(s) of ?Land B. Applicant (if other than owner) NAME NAME Stephen J. de'Montmollin COMPANY AND TITLE COMPANY AND TITLE BVG Acquisition, Inc. ADDRESS ADDRESS 4300 NW 89th Blvd. CITY, STATE, ZIP CITY, STATE, ZIP Gainesville, FL 32606 TELEPHONE ( 352 ) 372 -8400 TELEPHONE ( ) FAX ( 352 ) 337 -8610 FAX ( ) C. Agent Authorized to Secure Permit (if an agent D. Consultant (if different from agent) is used) NAME NAME Jorge Hernandez COMPANY AND TITLE COMPANY AND TITLE TBE Group, Inc. ADDRESS ADDRESS 380 Park Place Blvd, Suite 300 CITY, STATE, ZIP CITY, STATE, ZIP Clearwater, FL 33759 TELEPHONE ( 727 ) 431 -1612 TELEPHONE ( ) FAX ( 727 ) 431 -1777 FAX ( ) 'PART 4: ,Project linformation A. Name of project, including phase if applicable: Bella Terra on the Bay B. Is this application for part of a multi -phase project? ❑ yes 0 no C. Total applicant -owned area contiguous to the project: 31.12 acres +D. Total project area for which a permit is sought: 16.48 acres E. Total impervious area for which a permit is sought: q_65 acres F. Total area (metric equivalent for federally funded projects) of work in, on or over wetlands or other surface waters: N/A acres or square feet hectares or square meters) G. Total number of new boat slips proposed: NIA FORM 547.27/ERP(9/07) Section A - Page 2 of 5 PART 5: ProjectiLocation (use additional sheets, if needed) County(ies) Pinellas Section(s) 17 Township _9g S Range 16 E Section(s) Township Range Land Grant name, if applicable Tax Parcel Identification'Number 172916030060000200 Street address, road, or other location 9855 (1 ilf to Rai/ Blvd City, ZIP Code, if applicable Clearwater. 33759 PART 6: Identity of Applicants Is the permit applicant one of the following (please check if applicable): ✓ Florida corporation Florida limited liability company Florida limited partnership Florida general partnership Foreign corporation /partnership Trust If so, please include with application documentation of status of applicant to legally operate in the State of Florida (e.g., copy of last corporate annual report submitted to the Florida Department of State). PART 7: 'Describe in General Terms the Proposed ;Project, System or Activity: The proposed construction will include the demolition of the existing assisted living units within the project area, and the construction of an Assisted Living Facility building, and nine (9) two -story villas. Stormwater detention ponds with effluent filtration are proposed to provide treatment and attenuation (where applicable) of the project basin area (16.48 acres). Pond 'A' dry detention pond was designed to retain the treatment volume of 1/2" over the entire 7.26 acre north basin area and attenuate the 25 year 24 hour storm event. Pond 'B' dry detention pond was designed to retain the treatment volume of 3/" over the entire 1.33 acre basin area. Ponds 'C -1' and 'C -2' dry detention ponds were designed to retain the treatment volume of 3/" over the entire 4.90 acre basin area. Pond 'D' dry detention pond was designed to retain the treatment volume of 3/" over the entire 0.83 acre basin area. Pond 'E' dry detention pond was designed to retain the treatment volume of 3/" over the entire 2.16 acre basin area. FORM 547.27/ERP(9/07) Section A - Page 3 of 5 1 !PART 8: A. If there have been any pre - application meetings for the proposed project, with regulatory staff, please list the date(s), location(s), and names of key staff and project representatives. Date(s) Location(s) Names 02/05/08 SWFWMD Tampa Reg, Rohin McGill SWFWMD AlhPrto MartinP7 SWFWMD MirhPllP Giuliani, TRF Gmijp, Inr. InrgP HPmanriP7 TRF (' rntip Inc B. If this project has been previously reviewed through the FDOT Efficient Transportation Decision Making (ETDM) process, provide the ETDM project review number(s) assigned by FDOT: N/A C. Please identify by number any'MSSW/WRM (dredge & fill) /ERP /ACOE permits or applications pending, issued or denied and any related enforcement actions at the proposed project site. Agency Date Number/ Type Action Taken N/A ED. Note: The following information is required for proiects proposed to occur in on or over wetlands that need a federal dredge and fill permit and /or authorization to use state owned submerged lands. Please provide the names, addresses and ZIP codes of property owners whose property directly adjoins the project (excluding applicant) and /or is located within a 500 foot radius of the project boundary (for proprietary authorizations, if any). Please provide a drawing identifying each owner and adjoining property lines. (Use additional sheets, if needed). 1• N/A 2. 3. 4, 5. 6. FORM 547.27/ERP(9/07) Section A - Page 4 of 5 1 t 1 [I I 1 ,_,.iII&I A. By signing this application form, I am applying, or I am applying on behalf of the owner or applicant, for the permit and /or proprietary authorizations identified above, according to the supporting data and other incidental information filed with this application. I am familiar with the information contained in this application, and represent that such information is true complete and accurate. I understand that knowingly making any false statement or representation in the application is a violation of Section 373.430, F.S. and 18 U.S.C. Section 1001. 1 understand this is an application and not a permit and work prior to approval is a violation. I understand that this application and any permit or proprietary authorization issued pursuant thereto, does not relieve me of any obligation for obtaining any other required federal, state, water management district or local permit prior to commencement of construction. I agree, or I agree on behalf of the owner or applicant, to operate and maintain the permitted system unless the permitting agency authorizes transfer of the permit to a responsible operation entity. B. AN AGENT MAY SIGN ABOVE ONLY IF THE FOLLOWING IS COMPLETED: I hereby designate and authorize the agent listed above to act on my behalf, or on behalf of my corporation, as the agent in the processing of this application for the permit and /or proprietary authorization indicated above; and to furnish, on request, supplemental information in support of the application. In addition, I authorize the above - listed agent to bind me, or my corporation, to perform any requirement which may be necessary to procure the permit or authorization indicated above. See Letter of Authorization Typed /Printed Name of Owner, Applicant or Agent Corporate Title, if applicable Signature of Owner or Applicant Date C. PERSON AUTHORIZING ACCESS TO THE PROPERTY MUST COMPLETE THE FOLLOWING: I either own the property described in this application or I have legal authority to allow access to the property, and I consent, after receiving prior notification, to any site visit on the property by agents or personnel from the Department of Environmental Protection, the Southwest Florida Water Management District and the U.S. Army Corps of Engineers necessary for the review and inspection of the proposed project specified in this application. I authorize these agents or personnel to enter the property as many times as may be necessary to make such review and inspection. Further, I agree to provide entry to the project site for such agents or personnel to monitor authorized work if a permit is granted. D. By: Date: Phone: 1 certify that the engineering features of this surface water management system have been designed by me or under my responsible charge and in my professional opinion conform with sound engineering principles and all applicable rules and specifications. I further agree that I or my engineering firm will furnish the applicant/ permittee with a set of guidelines and sch dules for maintenance and operation of the surface water management system. <s. F ;life t 7-0 1431FIT6 -i 0 t FORM 547.27/ERP(9/07) Jorge Hemandez 59898 Name (please type) FL P.E. No. TBE Group, Inc. Company Name 380 Park Place Blvd, Suite 300 E ' Company Address <, Clearwater, FL 33759 City, State, ZIP Section A - Page 5 of 5 ENVIRONMENTAL RESOURCE PERMIT APPLICATION SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT 2379 BROAD STREET • BROOKSVILLE, FL 34609 -6899 (904) 796 -7211 OR FLORIDA WATS 1 (800) 423 -1476 SECTION C ENVIRONMENTAL RESOURCE PERMIT NOTICE OF RECEIPT OF APPLICATION This information is required in addition to that required in other sections of the application. Please submit five copies of this notice of receipt of application and all attachments. PLEASE SUBMIT ALL INFORMATION ON 8 1/2" BY 11" PAPER. Project Name: BELLA TERRA ON THE BAY County: PINELLAS Owner: BVG ACQUISITION, INC. Applicant: BVG ACQUISTION INC. Applicant Address: 4300 NW 89TH BLVD., GAINESVILLE, FL 32606 1. Indicate the project boundaries on a USGS quadrangle map, reduced or enlarged as necessary to legibly show the entire project. If not shown on the quadrangle map, provide a location map, that shows a north arrow, a graphic scale, Section(s), Township(s), and Range(s), and detail sufficient to allow a person unfamiliar with the site to find it. SEE ATTACHED USGS QUADRANGLE MAP 2. Provide the, names of all wetland or other surface waters that would be dredged, filled, impounded, diverted, drained or would receive discharge (either directly or indirectly), or would otherwise be impacted by the proposed activity, and specify if they are in an Outstanding Florida Water or Aquatic Preserve: SEE ENGINEERING REPORT ATTACHED FOR ENVIRONMENTAL INVESTIGATION. TEMPORARY IMPACTS PROPOSED = 500 SQUARE FEET 3. Attach a depiction (plan and section views), which clearly shows the works or other facilities proposed to be constructed. The depiction must use a scale sufficient to show the location and type of works. SEE ATTACHED CONSTRUCTION PLANS 4. Briefly describe the proposed project (such as "construct a deck with boatshelter", "replace two existing culverts ", "construct surface water management system to serve 150 acre residential development"): CONSTRUCT SURFACE WATER MANAGEMENT SYSTEMS WITH EFFLUENT FILTRATION TO SERVE 16.48 ACRE PROJECT AREA. 5. Specify the acreage of wetlands or other surface waters, if any, that are proposed to be disturbed, filled, excavated, or otherwise impacted by the proposed activity: NO IMPACTS PROPOSED SEE ENGINEERING REPORT AND CONSTRUCTION PLANS FOR FURTHER DETAILS. 6. Provide a brief statement describing any proposed mitigation for impacts to wetlands and other surface waters: NOT APPLICABLE FOR AGENCY USE ONLY Application Name: Application Number: Office where the application can be inspected: NOTE TO NOTICE RECIPIENT: The information in this notice has been submitted by the applicant and has not been verified by the Southwest Florida Water Management District. It may be subject to change prior to final agency action. FORM 547.27/ERP(8 -94)C Page 1 of 1 J: \02026\ 02026002.00 \DOC \Permits \SWF47MD \ERP App1ications \SWFWMD- SECTC.d0C 1 ENVIRONMENTAL RESOURCE PERMIT APPLICATION SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT 2379 BROAD STREET • BROOKSVILLE, FL 34609 -6899 (904) 796 -7211 OR FLORIDA WATS 1 (800) 423 -1476 SECTION E INFORMATION FOR STANDARD GENERAL OR INDIVIDUAL (INCLUDING CONCEPTUAL) ENVIRONMENTAL RESOURCE PERMITS FOR PROJECTS NOT RELATED TO A SINGLE FAMILY DWELLING UNIT I The information requested below is for projects requiring either a standard general or individual environmental resource permit (ERP) not related to an individual, single family dwelling unit, duplex or quadruplex. Certain categories of information requested may not be applicable to all applications. In addition the level of detail required will vary depending on the nature and location of the site and the activity proposed. Conceptual approvals generally do not require the same level of detail as a construction permit. However, providing more detail will reduce the need for additional information being requested at a later date. Please 1 submit all information on paper no larger than 24" x 36 ". A. Site Information 1. Provide a map(s) of the project area and vicinity delineating USDA/SCS soil types. SEE ATTACHED USGS MAP 2. Provide recent aerials, legible for photo interpretation with a scale of 1" = 400 ft, or more detailed, with project boundaries delineated on the aerial. SEE ATTACHED USGS MAP 3. Identify the seasonal high water or mean high tide elevation and normal pool or mean low tide elevation for each on -site wetland or surface water, including receiving waters into which runoff will be discharged. Include date, datum, and method used to determine these elevations. SEE ATTACHED CONSTRUCTION DRAWINGS AND POND CROSS SECTION PLANS 4. Identify the wet season high water table at appropriate locations on the project site. Include date, datum, and method used to determine these elevations. SEE ATTACHED CONSTRUCTION DRAWINGS AND POND CROSS SECTIONS B. Environmental Considerations 1. Provide results of any wildlife surveys that have been conducted on the site and any comments pertaining to the project from the Florida Game and Fresh Water Fish Commission or the U.S. Fish and Wildlife Service (USF &W). See Engineering Report for Environmental Investigation performed on site. 2. Provide a description of how water quantity, quality, hydroperiod, and habitat will be maintained in on -site wetlands and other surface waters that will be preserved or remain undisturbed. Best management practices including, but not limited to, hay bales and silt screening will be used along limits of construction to protect the existing ditch. The contractor will be responsible for establishing these controls prior to construction, maintaining them, and removing them after construction is complete. 3. Provide a narrative of any proposed mitigation plans, including purpose, maintenance, monitoring, and construction sequence and techniques, and estimated Costs. Not Applicable 4. Describe how boundaries of wetlands or other surface waters were determined. If there has been a jurisdictional declaratory statement, a formal wetland determination, a formal determination, a validated informal determination, or a revalidated jurisdictional determination, provide the identifying number. Wetland jurisdictional boundaries were established on -site by William Copeland of SWFWMD and approved on November 2, 2007 (Petition No. 42030075.001).See Engineering Report Appendix 'C'. J:\ 02026\ 02026002.00 \DOC \Permits \SWFWMD \ERP Applications \SWFWMD- SECTE.doc FORM 547.27 \ERP(8 -94)E Page 1 of 5 t 1 5. Summarize impacts to wetlands and other surface waters: a. For all projects with wetlands or other surface waters on site, complete Table 1, 2 and 3, as applicable — Tables 1 is complete and follows this section. b. For docking facilities or other structures constructed over wetlands or other surface waters, complete Table 4; C. For shoreline stabilization projects; complete Table 5. 7. Proposed impacts to wetlands and other surface waters. . See attached Engineering Report Environmental Narrative. Temporary impacts proposed = 500 SF with the construction of outfall structure B -7. 8. Locations of buffer zones abutting wetlands. See attached Construction Plans. J• 9. Pre and post - development drainage patterns and basin boundaries. Show the direction of flow, including any off -site runoff being routed through or around the system and connections between wetlands and other surface waters. See attached Paving, Grading, and Drainage Plans, and Engineering Report with Calculations. 10. Location of all water management areas with details of size, side slopes and design water depths. See attached Paving, Grading, and Drainage Plans, and Engineering Report with Calculations. 11. Location and details of all water control structures, control elevations, any seasonal water level regulation schedules and the location and description of benchmarks (minimum of one benchmark per structure). See attached Paving, Grading, and Drainage Plans, and Engineering Report with Calculations. 12. Location, dimensions and elevations of all proposed structures, including docks, seawalls, utility lines, roads and buildings. See attached Construction Plans, and Engineering Report with Calculations. 13. Location, size and design capacity of the internal water management facilities. See attached Paving, Grading, and Drainage Plans, detail plans, and Engineering Report with Calculations. J:\ 02026\ 02026002.00 \DOC \Permits \SWFWMD \ERP Applications \SWFWMD- SECTE.doc ORM 547.27 \ERP(8 -94)E Page 2 of 5 C. Plans Provide clear, detailed plans for the proposed system which include specifications, plan, cross - section and profile views of the proposed project. The plans must be signed and sealed by an appropriate registered professional as required by law. These plans should show or include the following, as applicable: 1. Project and total land area boundaries, including distances and orientation from roads or other land marks. See attached Construction Plans. 2. Existing land use, land cover, and on -site natural communities, including wetlands, other surface waters, aquatic communities, and uplands (acreage and percentages). Use the USF &W Service's Classification of Wetlands and Deepwater Habitats of the United States for wetlands or other surface waters on the project site. Assign each wetland or other surface water a unique identification number which is consistent in all exhibits. See attached Engineering Report 3. Existing topography extending at least 100 feet off site and includes adjacent wetlands and other surface waters. All topography shall include the location and a description of known benchmarks, referenced to NGVD. For systems waterward of mean high water (MHW) or seasonal high water, show water depths at mean low water (MLW) in tidal areas or normal pool in non -tidal areas. For docking facilities show the location, depths and access to the nearest navigational channel. See attached Survey and Construction Plans. 4. Floodplain boundary and approximate flooding elevations if the project is in the known floodplain of a stream or other water course. Identify the 100 -year flood elevation and floodplain boundary of any lake, stream or other watercourse located on or adjacent to the site. See attached Survey and Construction Plans. 3. Boundaries of wetlands and other surface waters within the project area. Distinguish those wetlands and other surface waters that have been delineated by any binding wetland determination. See attached Construction Plans and Engineering Report Wetland jurisdictional boundaries were established on -site by William Copeland of SWFWMD and approved on November 2, 2007 (Petition No. 42030075.001). 6. Proposed land use, land cover and natural communities, including wetlands, other surface waters, undisturbed uplands, aquatic communities, impervious surfaces, and water management areas (acreage and percentages). Use the same classification system and identification number used in i C.2. above . See attached Engineering Report 7. Proposed impacts to wetlands and other surface waters. . See attached Engineering Report Environmental Narrative. Temporary impacts proposed = 500 SF with the construction of outfall structure B -7. 8. Locations of buffer zones abutting wetlands. See attached Construction Plans. J• 9. Pre and post - development drainage patterns and basin boundaries. Show the direction of flow, including any off -site runoff being routed through or around the system and connections between wetlands and other surface waters. See attached Paving, Grading, and Drainage Plans, and Engineering Report with Calculations. 10. Location of all water management areas with details of size, side slopes and design water depths. See attached Paving, Grading, and Drainage Plans, and Engineering Report with Calculations. 11. Location and details of all water control structures, control elevations, any seasonal water level regulation schedules and the location and description of benchmarks (minimum of one benchmark per structure). See attached Paving, Grading, and Drainage Plans, and Engineering Report with Calculations. 12. Location, dimensions and elevations of all proposed structures, including docks, seawalls, utility lines, roads and buildings. See attached Construction Plans, and Engineering Report with Calculations. 13. Location, size and design capacity of the internal water management facilities. See attached Paving, Grading, and Drainage Plans, detail plans, and Engineering Report with Calculations. J:\ 02026\ 02026002.00 \DOC \Permits \SWFWMD \ERP Applications \SWFWMD- SECTE.doc ORM 547.27 \ERP(8 -94)E Page 2 of 5 D. Construction Schedule and Techniques Provide a construction schedule and a description of construction techniques, sequencing and equipment. This information should specifically include the following: 1. Method for installing any pilings, seawall slabs or riprap. N/A 2. Schedule of implementation of a temporary or permanent erosion and turbidity control measures. SEE ATTACHED CONSTRUCTION DRAWINGS 3. Method and type of material to be excavated for work in wetlands or other surface waters. Work included consists of removal, disposal, and treatment of exotic and nuisance vegetation at different locations throughout the project site. Exotic and nuisance plants include, Brazilian pepper, punk trees, austrailian pines, carrotwood, moonflower, and wild balsam apple. The contractor shall use approved removal methods that miniumize the spread of regenerative plant material or seeds. 4. Source and type of fill material to be used for work in wetlands and other surface waters. Fill material brought in from other resources. 5. Dewatering plan including: duration of dewatering; the methods for containing the discharge, methods of isolating dewatering areas, and time dewatering structures will be in place. A Water Use permit may be required for dewatering. See attached Construction Plans 6. Methods for transporting equipment and materials to and from the work site. If barges are required for access, provide the low water depths and draft of the fully loaded barge. N/A 7. Demolition plan for any existing structures to be removed. SEE ATTACHED DEMOLITION AND EROSION CONTROL PLAN 8. Provide the name and address of the person who will construct the proposed project. BOVIS LEND LEASE, INC. / 4221 WEST BOY SCOUT BLVD., SUITE 730, TAMPA, FL 33607 9. Identify the schedule and party responsible for completing construction monitoring, record drawings, and as -built certifications for the project. BOVIS LEND LEASE, INC. / 4221 WEST BOY SCOUT BLVD., SUITE 730, TAMPA, FL 33607 J:\ 02026\ 02026002.00 \DOC \Permits \SWFWMD \ERP Applications \SWFWMD- SECTE.doc FORM 547.27 \ERP(8 -94)E Page 3 of 5 14. Existing and proposed rights -of -way and easements for the system, including all on -site and off -site areas to be reserved for water management purposes. See attached Construction Plans. 15. Receiving waters or surface water management systems into which runoff from the developed site will be discharged. Tampa Bay - See attached Construction Plans. 16. Location and details of the erosion, sediment and turbidity control measures to be implemented during each phase of construction and all permanent control measures to be implemented in post - development conditions. See attached Erosion Control and Demolition Plans. 17. Location, grading, design water levels, and planting details of all mitigation areas. Not Applicable 18. Site grading details, including perimeter grades. See attached Paving, Grading, and Drainage Plans 19. Temporary and permanent disposal sites for any excavated material. See attached Erosion Control and Demolition. Contractor will dispose of unmarked trees, shrubs, and other non- Hazardous combustible material in accordance with applicable laws and regulations. Mulching in place will often be a requirement or option for disposal. 20. Details of the dewatering plan including: delineation of areas to be dewatered, location(s) of dewatering facilities and discharge. See attached Erosion Control and Demolition 21. For marina facilities, location of any sewage pumpout facilities, fueling facilities, boat repair /maintenance facilities, and fish cleaning stations. N/A 22. Location and description of any existing off -site features, such as structures, buildings, wetlands, other surface waters, stormwater ponds, which might be affected by or affect the proposed construction or development. See attached Construction Plans. 23. Master development plan, for phased projects. N/A D. Construction Schedule and Techniques Provide a construction schedule and a description of construction techniques, sequencing and equipment. This information should specifically include the following: 1. Method for installing any pilings, seawall slabs or riprap. N/A 2. Schedule of implementation of a temporary or permanent erosion and turbidity control measures. SEE ATTACHED CONSTRUCTION DRAWINGS 3. Method and type of material to be excavated for work in wetlands or other surface waters. Work included consists of removal, disposal, and treatment of exotic and nuisance vegetation at different locations throughout the project site. Exotic and nuisance plants include, Brazilian pepper, punk trees, austrailian pines, carrotwood, moonflower, and wild balsam apple. The contractor shall use approved removal methods that miniumize the spread of regenerative plant material or seeds. 4. Source and type of fill material to be used for work in wetlands and other surface waters. Fill material brought in from other resources. 5. Dewatering plan including: duration of dewatering; the methods for containing the discharge, methods of isolating dewatering areas, and time dewatering structures will be in place. A Water Use permit may be required for dewatering. See attached Construction Plans 6. Methods for transporting equipment and materials to and from the work site. If barges are required for access, provide the low water depths and draft of the fully loaded barge. N/A 7. Demolition plan for any existing structures to be removed. SEE ATTACHED DEMOLITION AND EROSION CONTROL PLAN 8. Provide the name and address of the person who will construct the proposed project. BOVIS LEND LEASE, INC. / 4221 WEST BOY SCOUT BLVD., SUITE 730, TAMPA, FL 33607 9. Identify the schedule and party responsible for completing construction monitoring, record drawings, and as -built certifications for the project. BOVIS LEND LEASE, INC. / 4221 WEST BOY SCOUT BLVD., SUITE 730, TAMPA, FL 33607 J:\ 02026\ 02026002.00 \DOC \Permits \SWFWMD \ERP Applications \SWFWMD- SECTE.doc FORM 547.27 \ERP(8 -94)E Page 3 of 5 I E. Drainage Information 1. Provide pre - development and post - development drainage calculations, signed and sealed by an appropriate registered professional, as follows: a. Runoff characteristics, including area, runoff curve number or runoff coefficient, and time of concentration for each drainage basin; b. Seasonal high water table elevations including aerial extent and magnitude of any proposed water table drawdown; C. Normal, wet season, and design storm elevations of receiving waters; d. Design storms used including rainfall depth, duration, frequency, and distribution; e. Runoff hydrograph(s) for each drainage basin, for all required design storm event(s); f. Stage- storage computations for any area such as a reservoir, close basin, detention, area, or channel, used in storage routing; g. Stage- discharge computations for any storage areas at a selected control point, such as control structure or natural restriction; h. Flood routings through on -site conveyance and storage areas; L Water surface profiles in the primary drainage system for each required design storm event(s); j. Runoff peak rates and volumes discharged from the system for each required design storm event(s); k. Tail water history and justification (time and elevation); I. Pump specifications and operating curves for range of possible operating conditions (if used in system). SEE ATTACHED ENGINEERING REPORT AND APPENDICES 2. Provide the results of any percolation tests, where appropriate, and soil borings that are representative of the actual site conditions. SEE ATTACHED ENGINEERING REPORT AND APPENDICES 3. Provide the acreage and percentage of the total project, of the following: SEE ATTACHED CONSTRUCTION PLANS AND ENGINEERING REPORT a. impervious surfaces, excluding wetlands; 9.65 AC b. pervious surfaces (green areas not including wetlands); 5.45 AC C. lakes, canals, retention areas, other open water areas; 1.38 AC d. wetlands. 0 AC 4. Provide an engineering analysis of floodplain storage and conveyance (if applicable), including: a. Hydraulic calculations for all proposed traversing works; b. Backwater water surface profiles showing upstream impact of traversing works; C. Location and volume of encroachment within regulated floodplain(s); d. Plan for compensating floodplain storage, if necessary, and calculations required for determining minimum building and road flood elevations. 5. Provide an analysis of the water quality treatment system including: a. A description of the proposed stormwater treatment methodology that addresses the type of treatment, pollution abatement volumes, and recovery analysis; SEE ATTACHED ENGINEERING REPORT AND APPENDICES b. Construction plans and calculations that address stage- storage and design elevations, which demonstrate compliance with the appropriate water quality treatment criteria. SEE ATTACHED ENGINEERING REPORT AND APPENDICES 6. Provide a description of the engineering methodology, assumptions and references for the parameters listed above, and a copy of all such computations, engineering plans, and specifications used to analyze the system. If a computer program is used for the analysis, provide the name of the program, a description of the program, input and output data, two diskette copies, if available, and justification for model selection. SEE ATTACHED ENGINEERING REPORT AND APPENDICES J:\ 02026\ 02026002.00 \DOC \Permits \SWFWMD \ERP Applications \SWFWMD- SECTE.doc FORM 547.27 \ERP(8 -94)E Page 4 of 5 G. Water Use 1. Will the surface water system be used for water supply, including landscape irrigation, recreation, etc.? No 2. If a Water Use Permit has been issued for the project, state the permit number. N/A 3. If a Water Use Permit has not been issued for the project, indicate if a permit will be required and when the application will be submitted. N/A 4. Indicate how any existing wells located within the project site will be utilized or abandoned. N/A J:\ 02026\ 02026002.00 \DOC \Permits \SWFWMD \ERP Applications \SWFWMD- SECTE.doc FORM 547.27 \ERP(8 -94)E Page 5 of 5 F. Operation and Maintenance and Legal Documentation 1. Describe the overall maintenance and operation schedule for the proposed system. SEE ATTACHED ENGINEERING REPORT AND APPENDICES AND CONSTRUCTION PLANS 2. Identify the entity that will be responsible for operating and maintaining the system in perpetuity, if different than the permittee. Provide a draft document enumerating the enforceable affirmative obligations of the entity to properly operate and maintain the system for its expected life and document the entity's financial responsibility for long term maintenance. If the proposed operation and maintenance entity is not a property owner's association, provide proof of the existence of an entity, or the future acceptance of the system by an entity which will operate and maintain the system. If a property owner's association is the proposed operation and maintenance entity, provide copies of the articles of incorporation for the association and copies of the declaration, restrictive covenants, deed restrictions, or other operational documents that assign responsibility for the operation and maintenance of the system. Provide information ensuring the continued adequate access to the system for maintenance purposes. Before transfer of the system to the operating entity will be approved, the permittee must document that the transferee will be bound by all terms and conditions of the permit. BVG ACQUISITION, INC. (SEE ENGINEERING REPORT APPENDIX A (OWNERSHIP DOCUMENTATION) AND APPENDIX N (STORMWATER MANAGEMENT SYSTEM OPERATION AND MAINTENANCE INSTRUCTION LETTER) 3. Provide copies of all proposed conservation easements, storm water management system easements, property owner's association documents, and plats for the property containing the proposed system. SEE ATTACHED ENGINEERING REPORT AND APPENDICES 4. Indicate how water and waste water service will be supplied. Letters of commitment from off -site suppliers must be included. SEE ATTACHED CONSTRUCTION PLANS 5. Provide a copy of the boundary survey and /or legal description and acreage of the total land area of contiguous property owned /controlled by the applicant, including the project site. SEE ATTACHED CONSTRUCTION PLANS 6. Provide a copy of the deed or other evidence of ownership, or in the case of an applicant, evidence of an easement or other documents evidencing authorization to perform the proposed work. SEE ATTACHED ENGINEERING REPORT APPENDIX A G. Water Use 1. Will the surface water system be used for water supply, including landscape irrigation, recreation, etc.? No 2. If a Water Use Permit has been issued for the project, state the permit number. N/A 3. If a Water Use Permit has not been issued for the project, indicate if a permit will be required and when the application will be submitted. N/A 4. Indicate how any existing wells located within the project site will be utilized or abandoned. N/A J:\ 02026\ 02026002.00 \DOC \Permits \SWFWMD \ERP Applications \SWFWMD- SECTE.doc FORM 547.27 \ERP(8 -94)E Page 5 of 5 i■�I � >.r it �II� � � �r � � r r �. � � � � r Table 1 Project Impact Summary WL & SW ID WL & SW WL & SW SIZE WL & SW PERMANENT TEMPORARY MITIGATION ID TYPE (ac.) ON SITE ACRES NOT IMPACTS TO WL IMPACTS TO WL IMPACTED & SW & SW IMPACT SIZE IMPACT IMPACT SIZE (ft,?) IMPACT E (acres) CODE ��s�a_•.;�;_=a�i r-,� (�il�i� �� - - - - - � , WL1 510 1.40 acres 1.399 acres Structure B -7 0 500 ft, WL = Wetland; SW = Surface water; ID = Identification number, letter, etc. Wetland Type: Use an established wetland classification system and, in the comments section below, indicate which classification system is being used. Impact Code (Type): D = dredge; F =fill; H = change hydrology; S = shading; C = clearing; 0 = other. Indicate the final impact if more than one impact type is proposed in a given area. For example, show F only for an area that will first be demucked and then backfilled. Note: Multiple entries per cell are not allowed, except in the "Mitigation ID" column. Any given acreage of wetland should be listed in one row only, such that the total of all rows equals the project total for a given category (column). For example, if Wetland No. 1 includes multiple wetland types and multiple impact codes are proposed in each type, then each proposed impact in each wetland type should be shown on a separate row, while the size of each wetland type found in Wetland No. 1 should be listed in only one row. Comments: There are 500 ftZ of temporary wetland impacts proposed. Upon completion of construction activities, the impact area will be returned to grade and allowed to revegetate naturally. ENGINEERING REPORT TABLE OF CONTENTS USGS / SITE VICINITY MAP PROJECT OVERVIEW 1 EXISTING CONDITIONS 1 -4 PROPOSED MODIFICATIONS 4 -12 CONCLUSION 13 Figure 1: SWFWMD Aerial with Contours Map Figure 2: Pre - development Basin Map Figure 3: Post Development Node Map APPENDICES: Appendix A: Appendix B: Appendix C: Appendix D: Appendix E: Appendix F: Appendix G: Appendix H: Appendix I: Appendix J: Appendix K: Appendix L: Appendix M: Appendix N: Ownership Documentation FDEP Documentation — Determination of State Owned Lands SWFWMD Final Agency Action Transmittal Letter for Fonnal Determination of Wetlands Tierra, Inc Geotechnical Reports Pre Development Drainage Calculations Basin `A' / Pond `A' Post Development Drainage Calculations Basin `B' / Pond `B' Post Development Drainage Calculations Basin `C' / Ponds `C -1' and `C -2' Post Development Drainage Calculations Basin `D' / Pond `D' Post Development Drainage Calculations Basin `B' / Pond `B' Post Development Drainage Calculations Post Development ICPR storm routing calculations Storm CAD calculations storm pipe systems FDEP Notice of Intent (NPDES) Form Stormwater Management System Operation and Maintenance Instructions EXHIBITS: USGS Location Map Aerial Maps: 2007, 1997, 1968, 1965 Land Use and Land Cover Map Protected Species Map FEMA Map Soils Map APPENDICES: Appendix A: Appendix B: Appendix C: Appendix D: Appendix E: Appendix F: Appendix G: Appendix H: Appendix I: Appendix J: Appendix K: Appendix L: Appendix M: Appendix N: Ownership Documentation FDEP Documentation — Determination of State Owned Lands SWFWMD Final Agency Action Transmittal Letter for Fonnal Determination of Wetlands Tierra, Inc Geotechnical Reports Pre Development Drainage Calculations Basin `A' / Pond `A' Post Development Drainage Calculations Basin `B' / Pond `B' Post Development Drainage Calculations Basin `C' / Ponds `C -1' and `C -2' Post Development Drainage Calculations Basin `D' / Pond `D' Post Development Drainage Calculations Basin `B' / Pond `B' Post Development Drainage Calculations Post Development ICPR storm routing calculations Storm CAD calculations storm pipe systems FDEP Notice of Intent (NPDES) Form Stormwater Management System Operation and Maintenance Instructions m = m m = m m m m m = = m m m = = m = Dunedin W., L —'JI 8ddq.p.,t Dunedin (R) ISO 14257. wO� J- F IF 7— -tP.m, Rd 70 rt— Safety Harbor IL Im Im R % Clearwater 5 ^8 rr low 7.r7. r -{ ' I Subject Site L- ocation 1 =-4 IJ All' —7 Largo S.Uth HIPPOM 41 AY 2 0 km J pzz=z=_ 0 TI 1-1 Yi 0- it 'A I SIL FTI 11;� L-o TAnNtOA- 3 A BELLA -r6(IaA —j THE a,%-( rE 2855 Gulf to Bay Bouelvard, :31ear\./at-3r C3 14 C3 Li 10 PinellasCounty, Florida Om ■i USGS / Site Vicinity Map INTRODUCTION ' BVG Acquistion, Inc. is proposing to redevelop property located on the south side of Gulf to Bay Boulevard (Blvd.) (State Road 60) approximately 3,000 feet east of U.S. Highway 19 North at 2855 Gulf to Bay Blvd. in the City of Clearwater, an incorporated municipality located within Pinellas County, ' Florida (see attached USGS Location Map, Aerial Maps, Land Use and Land Cover exhibits). The property is located in Section 17, Township 29 South, Range 16 East and the property area consists of approximately 31.12 Acres. The Tax Parcel Identification No. is 17/29/16/03006/00002 /00. Ownership ' Documentation is located in Appendix `A'. This engineering report is the supporting documentation for a Southwest Florida Water Management District ( SWFWMD) Environmental Resource Permit (ERP) Standard General Permit, and City of Clearwater Flexible Development Permit. EXISTING CONDITIONS Currently the subject site is developed and consists of approximately 62 residential dwellings (229 independent living units) and ancillary uses that were constructed in the mid- 1960's. The site consists of trees, landscaping, parking areas, internal roadways, and an existing conveyance ditch located at the east side of the property (see attached Aerial Exhibits). The project site includes Cross Circle Drive, Cross Blvd., and ' Loving Lane, internal roads at the north, south, and west, respectively. Adjacent properties to the subject site are as follows: To the north, the properties consist of commercial development and Gulf to Bay Blvd. (S.R. 60); to the south, consist of residential property and Old Tampa Bay; to the west, consist of Harbor Wood Nursing Center (previous Environmental Resource Permit (ERP) Permit No. 40015274.000), commercial development, and residential property. To the east, consist of residential property and commercial development. The northeast comer of the subject site consists of an Assisted Living Facility (ALF) that will not be disturbed with the construction of Bella Terra. Currently, stormwater runoff for the project area is not treated or attenuated (see attached SWFWMD Aerial ' with contours map and Figure One: Pre - Development Basin Map). The existing storm water conveyance ditch at the east side of the property flows north to south into Tampa Bay. The existing topographic survey and contours indicate that stormwater runoff from the north end of the project area flows south to southeast 1 into the existing ditch system that drains south into Tampa Bay, and stormwater runoff from the south end of the project area flows south to southeast and ultimately into Tampa Bay. ' Existing Ditch System On -Site The existing ditch conveyance system at the east side of the project area begins at the south side of Gulf to Bay Blvd. and flows south into Tampa Bay. According to the Florida Department of Environmental Protection (FDEP) Bureau of Survey and Mapping Division of State Lands, the records on file within the Title and Land Records Section indicate that the subject site appears to be within the boundaries of the lands described in Deed 22229(278 -52), and proprietary requirements that would normally apply to state lands do not apply to this area (see FDEP Documentation located in Appendix `B'). The existing ditch contains two (2) weir structures located at the north side of Cross Circle and the north side of Cross Blvd. (see Paving, Grading, and Drainage Plan sheet SC4.02 and sheet SC4.04 for existing weir details). These two (2) weirs will not be disturbed during the construction of Bella Terra and will remain. Existing Environmental Considerations On -Site Scheda Ecological Associates, Inc. (Scheda) scientists conducted and environmental site review of the parcel in August 2005. During the site visit, no protected wildlife was observed. Prior to the site visit, the Florida Fish and Wildlife Conservation Commission (FWCC), United States Fish and Wildlife Service (USFWS), ' and Florida Natural Areas Inventory (FNAI) element occurrence wildlife databases were reviewed. The only IJ:\ 02026\ 02026002 .00\DOC\Pennits \SWFWMD\ERP ENG REPORT \ENG - REPORT- 05- 02- 2008.docI protected wildlife recorded within a one -mile radius of the site was the Telemetry manatee habitat (see ' attached Protected Species exhibit for locations ). However, drainage features (e.g., ditch blocks and culverts), and temporary impacts are not anticipated to affect the manatee. Additionally, the steep -cut slopes and the dense growth of Brazilian pepper within the wetlands /surface waters on site do not appear to be ' suitable for wading bird nesting or foraging habitat. The wetland jurisdictional boundaries for the parcel were reviewed by Mr. William Copeland of the Southwest Florida Water Management District ( SWFWMD) and approved on November 2, 2007 (Petition No. 42030075.001). See Appendix `C' for SWFWMD Final Agency Action Transmittal Letter for Formal Determination of Wetlands and Other Surface Waters. The Federal Emergency Management Agency (FEMA) Flood Insurance Rate Maps (FIRM), for the Pinellas County Incorporated Area Community Panel Number 12103C0128G, Panel 128 of 327, effective date September 3, 2003, shows the subject property to be above and within Zone X and Zone AE (Elevation 9) ' (see attached FEMA Exhibit). Based on the United States Geological Survey (USGS), topographic map, the ground surface elevation at ' the property is approximately +25 feet National Geodetic Vertical Datum (NGVD, 1929) (see attached USGS Exhibit). ' Pinellas County Soil Survey Based on a review of the Pinellas County Soil Survey, it appears that there are four (4) primary soil- mapping units noted within the vicinity of the project site (see attached Soils Exhibit). These soils are as follows: ' Astatula Fine Sand (As) — This unit consists of nearly level to gently sloping sandy soil and is on low ridges and isolated knolls. A seasonal high water table rises above 40 inches during wet periods and then falls below 60 inches. ' Myakka Fine Sand (My) — This soil is nearly level and poorly drained. It is on broad plains on the flatwoods. The slope is 0 to 2 percent. In most years, a seasonal high water table fluctuates from the soils surface to a depth of 10 inches for 1 to 4 months and recedes to a depth of 40 inches during prolonged dry periods. ' Oldsmar Fine Sand (Om) — This is a nearly level, poorly drained soil on broad low ridges in the flatwoods. The water table is at a depth of less than 10 inches for 1 or 2 months during wet periods and at 10 to 30 inches for 2 to 6 months in most years. Most areas are periodically wet. ' Placid Fine Sand Pn — This is a nearly level, very poorly drained soil in depressions, sloughs, ( ) Y p and swamps. The water table is within a depth of 10 inches for 2 to 9 months in most years, and the lowest areas are covered with water for 2 to 6 months. As shown on the Soils exhibit attached, the project area consists mostly of Astatula. A small ' portion of the southeast area of the project consists of Oldsmar, and the existing ditch is located in the Placid soil area. J:\ 02026 \02026002.00\DOC \Permits \SWFWMD\ERP ENG REPORT\ENG- REPORT- 05- 02- 2008.doc ' 2 Geotechnical Investi ag tion Tierra, Inc., reports of subsurface soils exploration are located in Appendix `D'. The soil sampling was performed in general accordance with American Society for Testing and Materials (ASTM) Test ' Designation D -1586 titled "Penetration Test and Split - Barrel Sampling of Soils" (SPT). Twelve (12) Horizontal Hydrualic Conductivity and twelve (12) Vertical Hydraulic Conductivity tests were performed within the proposed drainage detention pond locations. Note that the locations of all boring tests are identified on the Paving, Grading, and Drainage Plans and Pond Cross Section Plans attached. The groundwater levels were measured in the borings at depths of approximately 2 to 6 feet below the ground surface. Based on Tierra's observations of the soil samples collected in the borings, the measured ' groundwater levels reported on the soil profiles on Sheet 2 of the Tierra Report dated February 25, 2008, are perched water levels. It is estimated that a perched seasonal high groundwater table will occur 1 to 2 feet above "the existing clayey soils. PRE - DEVELOPMENT DRAINAGE ANALYSIS ' The project stormwater basin areas total approximately 16.48.acres. As shown on the attached Pre - Development Basin Map and SWFWMD Aerial with contours map, the existing topographic survey and contours indicate that stormwater runoff from the north end of the project area (Basin `A') and northeast end ' (Basin `B') flows south to southeast into the existing ditch system that drains south into Tampa Bay, and stormwater runoff from the south end of the project area flows south to southeast and ultimately into Tampa Bay (see Pre Development Drainage Calculations located in Appendix `B'). The existing conditions for the 16.48 project stormwater basin areas are as follows: t ITEM EXISTING BASIN AREA 16.48 AC IMPERVIOUS AREA 9.65 AC PERVIOUS AREA 6.83 AC POND AREA 0 Pre - Development Peak Discharge Flow Rates The north end of the project area (Basin `A') was analyzed for pre - development peak discharge rate for the 25 -year 24 -hour storm event. The southeast and south project areas (Basin's `B', `C', `D', and `E') do not require pre - development peak discharge rate analysis since post development stormwater runoff from these areas will be guided to flow directly into Tampa Bay and attenuation is not required. ' BASIN `A' —North Project Area: 7.26 AC The Curve Number (CN) calculation for Basin `A', which totals approximately 7.26 acres, are located in Appendix `E'. The pre - development peak discharge rate for the 25- year 24 -hour storm event was calculated for the 7.26 -acre Basin `A' area using nine (9) inches of rainfall and the SCS Type B Florida modified rainfall distribution (see Pre - Development calculations using ICPR Version 3.02 located in Appendix `E'). J:\ 02026 \02026002.00\DOC \Permits \SWFWMD\ERP ENG REPORT\ENG- REPORT- 05- 02- 2008.doe 3 BASIN `A' curve number and pre- development peak discharge rate (QPRE BASIN `A' ) are as follows: BASIN A BASIN A Pre - Development Pre - Development Curve Number C Peak Discharge Rate Existing Conditions 36.51 CFS CN = 90.25 0.31 PROPOSED CONDITIONS The proposed construction will include the demolition of the existing assisted living units within the project area, and the construction of an Assisted Living Facility building, and nine (9) two -story villas (see`.Site Plans attached). The Assisted Living Facility at the northeast corner of the property north of Cross Circle will remain and will not be disturbed with the construction of Bella Terra. The existing Harbour Wood Nursing Center (ERP No. 40015274.000) adjacent to the west of the project area is not within the property owned area and will not be disturbed. Note that Harbour Wood stormwater pond contains an outfall structure with a discharge pipe that flow east through the Bella Terra property and discharges to the existing ditch at the west side of the property and north of Cross Blvd. The existing stormwater pipe within the project area will be removed and replaced in -kind to discharge into the existing ditch (see Demolition and Paving, Grading and Drainage Plans). Stormwater detention ponds with effluent filtration are proposed to provide treatment and attenuation (where applicable) of the project area (see Construction Sequence Pond Excavation Sheet SC2.12 and Construction Paving, Grading, and Drainage Plan Sheets). The project stormwater basin areas total approximately 16.48 acres. As shown in the Post Development Basin. Map, the project area has been divided in five (5) stormwater basin areas. The treatment volume of each project basin area will be provided by a stormwater detention pond with an isolated underdrain system designed to meet the requirements of the City of Clearwater and SWFWMD. The stormwater systems have been designed to decrease the pollutant load contribution to the receiving waters of Tampa Bay. The proposed modifications are as follows: BASIN MPERVIOUS (ACRES) PERVIOUS (ACRES) POND (ACRES) TOTAL BASIN AREA ACRES CURVE NUMBER A 4.37 2.58 0.31 7.26 93.11 B 0.38 0.83 0.12 1.33 89.44 C -1 1.52 0.14 0.18 1.84 97.13 C -2 2.21 0.36 0.49 3.06 96.67 D 0.42 0.33 0.08 0.83 92.63 E 0.75 1.21 0.20 2.16 f--90.34 TOTALS 9.65 5.45 1.38 16.48 J:\ 02026\ 02026002 .00\DOC\Permits \SWFWMD\ERP ENG REPORT\ENG- REPORT- 05- 02- 2008.doc 4 -7 WATER QUALITY RESULTS — BASIN `A' / POND `A' ' BASIN `A' (POND `A') —North Project Area: 7.26 AC ' Dry detention Pond `A' was designed to retain the treatment volume of 1/2" over the entire 7.26 acres (see Basin `A'/Pond `A' Calculations located in Appendix `F'). Treatment Volume Required: Basin Area = 316,246 SF = 7.26 AC 316,246 SF x [(1/2 ")/12 "] = 13,177 CF = 0.30 AC -FT ' Treatment Volume Provided: Top Area of Treatment = 8,645 SF Elev. 17.10 ' Bottom Area of Treatment = 4,280 SF Elev. 15.00 Depth of Pond = 2.1 FT Treatment Volume Provided = (8,645 + 4,280)/2 x 2.1 = 13, 434 CF = 0.31 AC -FT The proposed dry detention Pond `A' was designed to have the bottom elevation at 15.0' and top of bank at elevation at 19.2'. Excavation of Pond `A': According to Tierra, Inc.'s Geotechnical Report dated February 25, 2008 (located in Appendix `D'), it is estimated that a perched seasonal high groundwater table will occur 1 to 2 feet above the existing clayey soil layer. Boring APB -7 soil profile indicates clayey sand within the proposed stormwater Pond `A' area. Therefore, Pond `A' area will be excavated to a depth of elevation 10.25' (approximately 6.75' below existing grade). Fill containing fine aggregate with a uniformity coefficient of 1.5 or greater and an effective grain size of 0.2 to 5.5 millimeters in diameter will replace the existing soil. The vertical permeability rate (K) for the aggregate is to be 30 feet per day and will meet FDOT Section 902 -2 of the standard FDOT specifications (see Construction Plan Sheet SC4.07). The following is a breakdown of BASIN `A' / POND `A': ITEM PROPOSED Basin `A' 7.26 AC Impervious Area 4.37 AC Pervious Area 2.58 AC Pond `A' 0.31 AC Weighted CN 93.11 WATER QUALITY RECOVERY ANALYSIS — BASIN `A' / POND `A' Pond `A' will have approximately 305 LF of wrapped underdrain to control the seasonal high water table encroachment (see Pond `A' underdrain calculations located in Appendix `F'). The treatment volume will draw down in approximately 14.2 hours, which meets the SWFWMD requirements. Water Quality drawdown will also occur via the fine aggregate fill that will be placed within Pond `A' area. Staging of the mounded groundwater will percolate to a dry condition within 72 hours (see Pond `A' drawdown calculations using Ponds 3.3 located in Appendix `F'). The water quality underdrain system and fine aggregate fill within Pond `A' will provide for the desired water quality recovery. J:\ 02026\ 02026002 .00\DOC\Permits \SWFWMD\ERP ENG REPORT\ENG- REPORT- 05- 02- 2008.doc 5 WATER QUALITY RESULTS — BASIN `B' / POND `B' BASIN `B' (POND `B'): 1.33 AC ' Dry detention Pond `B' was designed to retain the treatment volume of 3/4" over the entire 1.33 acre basin area (see Basin `B'/Pond `B' Calculations located in Appendix `G'). Treatment Volume Required: Basin Area = 57,935 SF = 1.33 AC 57,935 SF x [(3/4 ")/12 "] = 3,621 CF = 0.08 AC -FT ' Treatment Volume Provided: Top Area of Treatment = 3,986 SF Elev. 8.10 Bottom Area of Treatment = 2,685 SF Elev. 7.00 Depth of Pond = 1.1 FT Treatment Volume Provided = (3,986 + 2,685)/2 x 1.1 = 3,621 CF = 0.08 AC -FT The proposed dry detention Pond `B' was designed to have the bottom elevation at 7.0' and top of bank at elevation at 9.2'. n L 11 Excavation of Pond `B': According to Tierra, Inc.'s Geotechnical Report dated February 25, 2008 (located in Appendix `D'), it is estimated that a perched seasonal high groundwater table will occur 1 to 2 feet above the existing clayey soil layer. Boring APB -9 soil profile indicates organics and clay within the proposed stormwater Pond `B' area. Therefore, Pond `B' area will be excavated to a depth of elevation 3.0' (approximately 6.00' below existing grade). Fill containing fine aggregate with a uniformity coefficient of 1.5 or greater and an effective grain size of 0.2 to 5.5 millimeters in diameter will replace the existing soil. The vertical permeability rate (K) for the aggregate is to be 30 feet per day and will meet FDOT Section 902 -2 of the standard FDOT specifications (see Construction Plan Sheet SC4.08). The following is a breakdown of BASIN `B' / POND `B': ITEM PROPOSED Basin `B' 1.33 AC Impervious Area 0.38 AC Pervious Area 0.83 AC Pond `B' 0.12 AC Weighted CN 89.44 WATER QUALITY RECOVERY ANALYSIS — BASIN `B' / POND `B' Pond `B' will have approximately 154 LF of wrapped underdrain to control the seasonal high water table encroachment (see Pond `B' underdrain calculations located in Appendix `G'). The treatment volume will draw down in approximately 8.2 hours, which meets the SWFWMD requirements. Water Quality drawdown will also occur via the fine aggregate fill that will be placed within Pond `B' area. Staging of the mounded groundwater will percolate to a dry condition within 24 hours (see Pond `B' drawdown calculations using Ponds 3.3 located in Appendix `G'). The water quality underdrain system and fine aggregate fill within Pond `B' will provide for the desired water quality recovery. J:\ 02026\ 02026002 .00\DOC\Permits \SWFWMD\ERP ENG REPORT\ENG- REPORT- 05- 02- 2008.doc 6 1 WATER QUALITY RESULTS — BASIN `C' / PONDS `C -1' AND `C -2 BASIN `C' (PONDS `C -1' and `C -2'): 4.90 AC ' Dry detention Ponds `C -1' and `C -2' were designed to retain the treatment volume of 3/4" over the entire 4.90 acre basin area (see Basin `C- 1'/Ponds `C -1' and `C -2' Calculations located in Appendix `H'). ' TreatmenfVolume Required: Basin Area = 213,444 SF = 4.90 AC 213,444 SF x [(3/4 ")/12 "] = 13,340 CF = 0.31 AC -FT Treatment Volume Provided at Pond `C -1': Top Area of Treatment = 6,017 SF Elev. 16.00 Bottom Area of Treatment = 4,445 SF Elev. 15.00 Depth of Pond = 1.0 FT Pond `C -1' Treatment Volume Provided = (6,017 + 4,445)/2 x 1.0 = 5,231 CF = 0.12 AC -FT Treatment Volume Provided at Pond `C -2': Top Area of Treatment = 18,315 SF Elev. 23.40 See Water Quality Calculations located in Appendix `H' Pond `C -2' Treatment Volume Provided = 9,917 CF = 0.23 AC -FT Total Treatment Volume Provided in both Ponds `C -1' and `C -2': 5,231 CF + 9,917 CF - 15,148 CF = 0.35 AC -FT The proposed dry detention Pond `C -1' was designed to have the bottom elevation at 15.0' and top of bank at elevation at 17.0'. The proposed dry detention Pond `C -2' was designed to have the bottom elevation at 20.5' (sump) and 23.0' and top of bank at elevation 24.5'. Excavation of Ponds `C -1' and `C -2': According to Tierra, Inc.'s Geotechnical Report dated February 25, 2008 and January 9, 2008 (located in Appendix `D'), it is estimated that a perched seasonal high groundwater table will occur 1 to 2 feet above the existing clayey soil layer. Boring APB -4 (taken at Pond `C -I') soil profile indicates organics and clay within the proposed stormwater Pond `C -1' area. Therefore, Pond `C -1' area will be excavated to a depth of elevation 10.75' (approximately 6.25' below existing grade). Borings PB -3, PB -5 and B -21 (taken at Pond `C -2') soil profile indicates clay within the proposed stormwater Pond `C -2' area. Therefore, Pond `C -2' will,be excavated to a depth of elevation 17.50' (approximately 7.50' below existing grade). Fill containing fine aggregate with a uniformity coefficient of 1.5 or greater and an effective grain size of 0.2 to 5.5 millimeters in diameter will replace the existing soil. The vertical permeability rate (K) for the aggregate is to be 30 feet per day and will meet FDOT Section 902 -2 of the standard FDOT specifications (see Construction Plan Sheets SC4.09 and SC4.10). The following is a breakdown of BASIN `C' / PONDS `C -1' and `C -2': ITEM PROPOSED Basin `C -1' 1.84 AC Impervious Area 1.52 AC Pervious Area 0.14 AC Pond `C -1' 0.18 AC Weighted CN 97.13 J:\ 02026\ 02026002 .00\DOC\Permits \SWFWMD\ERP ENG REPORT,ENG- REPORT- 05- 02- 2008.doc 7 f 1 ITEM PROPOSED Basin `C -2' 3.06 AC Impervious Area 2.21 AC Pervious Area 0.36 AC Pond `C -2' 0.49 AC Weighted CN 96.67 WATER QUALITY RECOVERY ANALYSIS — BASIN `C' / POND `C -1' Pond `C -1' will have approximately 184 LF of wrapped underdrain to control the seasonal high water table encroachment (see Pond `C -1' underdrain calculations located in Appendix `H'). The treatment volume will ' draw down in approximately 10.0 hours, which meets the SWFWMD requirements. Water Quality drawdown will also occur via the fine aggregate fill that will be placed within Pond `C -1' area. Staging of the mounded groundwater will percolate to a dry condition within 96 hours (see Pond `C -1' drawdown calculations using Ponds 3.3 located in Appendix `H'). The water quality underdrain system and fine aggregate fill within Pond `C -1' will provide for the desired water quality recovery (see Construction Plan Sheet SC4.09). WATER QUALITY RECOVERY ANALYSIS — BASIN `C' / POND `C -2' Pond `C -2' will have approximately 490 LF of wrapped underdrain to control the seasonal high water table encroachment (see Pond `C -2' underdrain calculations located in Appendix `H'). The treatment volume will draw down in approximately 5.6 hours, which meets the SWFWMD requirements. Water Quality drawdown will also occur via the fine aggregate fill that will be placed within Pond `C -2' area. Staging of the mounded groundwater will percolate to a dry condition within 36 hours (see Pond `C -2' drawdown calculations using Ponds 3.3 located in Appendix `H'). The water quality underdrain system and fine aggregate fill within Pond `C -2' will provide for the desired water quality recovery (see Construction Plan Sheet SC4.10). WATER QUALITY RESULTS — BASIN `D' / POND `D' BASIN `D' (POND `D'): 0.83 AC Dry detention Pond `D' was designed to retain the treatment volume of 3/4" over the entire 0.83 acre basin area (see Basin `D'/Pond `D' calculations located in Appendix `I'). Treatment Volume Required: Basin Area = 3 6,15 5 SF = 0.83 AC 36,155 SF x [(3/4 ")/12 "] = 2,260 CF = 0.05 AC -FT Treatment Volume Provided at Pond `D': Top Area of Treatment = 2,707 SF Elev. 9.00 Bottom Area of Treatment = 1,874 SF Elev. 8.00 Depth of Pond = 1.0 FT Pond `D' Treatment Volume Provided = (2,707 + 1,874)/2 x 1.0 = 2,284 CF = 0.052 AC -FT The proposed dry detention Pond `D' was designed to have the bottom elevation at 8.0' and top of bank at elevation at 10.0'. J:\ 02026\ 02026002 .00 \DOC\Permits \SWFWMD\ERP ENG REPORT\ENG- REPORT- 05- 02- 2008.doc 8 Excavation of Pond `D': According to Tierra, Inc.'s Geotechnical Report dated February 25, 2008 (located in Appendix `D'), it is estimated that a perched seasonal high groundwater table will occur 1 to 2 feet above the existing clayey soil layer. Boring APB -3 (taken at Pond `D') soil profile indicates clay within the proposed stormwater ' Pond `D' area. Therefore, Pond `D' area will be excavated to a depth of elevation 5.0' (approximately 4.00' below existing grade). Fill containing fine aggregate with a uniformity coefficient of 1.5 or greater and an effective grain size of 0.2 to 5.5 millimeters in diameter will replace the existing soil. The vertical I permeability rate (K) for the aggregate is to be 30 feet per day and will meet FDOT Section 902 -2 of the standard FDOT specifications (see Construction Plan Sheet SC4.11). The following is a breakdown of BASIN `D' / POND `D': ITEM PROPOSED Basin `D' 0.83 AC Irn ervious Area 0.42 AC Pervious Area 0.33 AC Pond `D' 0.08 AC Weighted CN 92.63 WATER QUALITY RECOVERY ANALYSIS — BASIN `D' / POND `D' Pond `D' will have approximately 67 LF of wrapped underdrain to control the seasonal high water table encroachment (see Pond `D' underdrain calculations located in Appendix `I'). The treatment volume will ' draw down in approximately 11.2 hours, which meets the SWFWMD requirements. Water Quality drawdown will also occur via the fine aggregate fill that will be placed within Pond `D' area. ' Staging of the mounded groundwater will percolate to a dry condition within 24 hours (see Pond `D' drawdown calculations using Ponds 3.3 located in Appendix `I'). The water quality underdrain system and fine aggregate fill within Pond `D' will provide for the desired water quality recovery. WATER QUALITY RESULTS — BASIN `E' / POND `E' BASIN `E' (POND `E'): 2.16 AC Dry detention pond Pond `E' was designed to retain the treatment volume of 3/4" over the entire 2.16 acre basin area (see Basin `E'/Pond `E' calculations located in Appendix `J'). Treatment Volume Required: Basin Area = 94,090 SF = 2.16 AC 94,090 SF x [(3/4 ")/12 "] = 5,881 CF = 0.13 AC -FT Treatment Volume Provided at Pond `E': Top Area of Treatment = 4,208 SF Elev. 7.10 Bottom Area of Treatment = 6,588 SF Elev. 6.00 Depth of Pond = 1.1 FT ' Pond `E' Treatment Volume Provided = (4,208 + 6,588)/2 x 1.1 = 5,935 CF = 0.14 AC -FT The proposed dry detention Pond `E' was designed to have the bottom elevation at 6.0' and top of bank at elevation at 8.0'. J:\ 02026\ 02026002 .00\DOC\Permits \SWFWMD\ERP ENG REPORT\ENG- REPORT- 05- 02- 2008.doe 9 Excavation of Pond `E': According to Tierra, Inc.'s Geotechnical Report dated February 25, 2008 (located in Appendix `D'), it is estimated that a perched seasonal high groundwater table will occur 1 to 2 feet above the existing clayey soil layer. Borings PB -4 and APB -6 (taken at Pond `B') soil profiles indicates clay and organics within the proposed stormwater Pond `E' area. Therefore, Pond `E' area will be excavated to a depth of elevation 3.0' (approximately 5.00' below existing grade). Fill containing fine aggregate with a uniformity coefficient of 1.5 or greater and an effective grain size of 0.2 to 5.5 millimeters in diameter 1 will replace the existing soil. The vertical permeability rate (K) for the aggregate is to be 30 feet per day and will meet FDOT Section 902 -2 of the standard FDOT specifications (see Construction Plan Sheet SC4.12). "I The following is a breakdown of BASIN `E' / POND 'E': ITEM PROPOSED Basin `E' 2.16 AC Impervious Area 0.75 AC Pervious Area 1.21 AC Pond `D' 0.20 AC Weighted CN 90.34 WATER QUALITY RECOVERY ANALYSIS — BASIN `E' / POND `E' Pond V will have approximately 214 LF of wrapped underdrain to control! the seasonal hl&vvater table encroachment (see Pond `E' underdrain calculations located in Appendix `J'). The treatment volume will draw down in approximately 8.9 hours, which meets the SWFWMD requirements. Water Quality drawdown will also occur via the fine aggregate fill that will be placed within Pond `B' area. Staging of the mounded groundwater will percolate to a dry condition within 36 hours (see Pond `E' drawdown calculations using Ponds 3.3 located in Appendix `J'). The water quality underdrain system and fine aggregate fill within Pond `B' will provide for the desired water quality recovery. POST DEVELOPMENT DRAINAGE ANALYSIS As shown in the Post Development Basin Map attached, the project area has been divided in five (5) stormwater basin areas. In the post development conditions, Basin `A' (Pond `A') will discharge into the existing ditch system at the east side of the project area. Basin `B' (Pond `B'), Basin `C' (Ponds `C -1' and `C -2'), Basin `D' (Pond `D'), and Basin `E' (Pond `E') will discharge directly into Tampa Bay. Basin `A' (Pond `A') will attenuate the 25 year 24 hour storm event. Basin `B' (Pond `B'), Basin `C' (Ponds `C -1' and `C -2'), Basin `D' (Pond `D'), and Basin `E' (Pond `E') will not require attenuation; however, in order to determine peak stage elevations, the 25 year storm event was routed through these proposed ponds (see Appendix `K' for Post Development Drainage Calculations). Post Development Storm Routing Analysis: BASIN 'A'/ POND `A': Pond `A' proposed dry detention pond was designed to attenuate the 25 year, 24 hour storm event. In accordance with SWFWMD, and the City of Clearwater, the post development peak discharge from proposed dry detention Pond `A' will be limited to the pre - development peak discharge from the same event. The 25 year 24 hour design storm was routed for the basin area (7.26- acres) using nine (9) inches of rainfall and the J:\ 02026\ 02026002 .00\DOC\Permits \SWFWMD\ERP ENG REPORT\ENG- REPORT- 05- 02- 2008.doe 10 0 SCS Type H Florida modified rainfall distribution (see Appendix `K' for Pond `A''ICPR Post Development Storm Routing Calculations). The post development peak discharge rate of Pond `A' was determined to be 35.93 CFS, which is less than the pre development peak discharge rate of 36.51 CFS. Pond `A' stormwater discharge will be routed through an FDOT Type `H' modified control structure with an oil skimmer located around the structure (see detail on Plan Sheet SC6.05). The top elevation of the outfall structure was set at the water quality elevation and was designed to maintain a maximum stage of 17.8' at Pond `A', allowing for 16.8 inches of freeboard. Note that Pond `A' will discharge directly into the existing ditch system via a 24" RCP storm pipe (see Paving, Grading, and Drainage Plans). Pond `A' has met the 25 year 24 hour storm duration, and post - discharge rate does not exceed the pre - discharge rate. Post Development Storm Routing Analysis: BASIN `B' / POND `B': As stated above, Pond `B' proposed dry detention pond does not require attenuation since post development discharge will be directly into Tampa Bay. The 25 year, 24 hour storm event was routed through Pond `B' to determine the maximum stage elevation (see Appendix `K' for Post Development Drainage Calculations). Pond `B' stormwater discharge will be routed through an FDOT Type `C' modified control structure with an oil skimmer located around the structure (see detail on Plan Sheet SC6.05). The top elevation of the outfall -.N strwcture was set at the water quality elevation and was designed to maintain a maximum stage of 8.4' at " `Pond `B', allowing for 9.6 inches of freeboard. Note that Pond `B' will discharge directly into Tampa Bay via a 24" RCP storm pipe (see Paving, Grading, and Drainage Plans). Post Development Storm Routing Analysis: BASIN `C' /PONDS `C -1' and `C -2': As stated above, Pond `C -1' and Pond `C -2' proposed dry detention ponds do not require attenuation since post development discharge will be directly into Tampa Bay. The 25 year, 24 hour storm event was routed through both ponds to determine the maximum stage elevation (see Appendix `K' for Post Development Drainage Calculations). Pond `C -2' will be interconnected via an FDOT Type `D' modified control structure (with an oil skimmer around the structure) to Pond `C -1' (see Paving, Grading, and Drainage Plans). At Pond `C -1' stormwater discharge will be routed through an FDOT Type `H' modified control structure with an oil skimmer located around the structure (see detail on Plan Sheet SC6.06). The top elevation of the outfall structure at Pond `C -2' was set at the water quality elevation and was designed to maintain a maximum stage of 23.85', allowing for 7.8 inches of freeboard. The top elevation of the outfall structure at Pond `C -1' was set at the water quality elevation and was designed to maintain a maximum stage of 16.5', allowing for 6.0 inches of freeboard. Note that Pond `C -1'. will discharge directly into Tampa Bay via a 36" RCP storm pipe. Post Development Storm Routing Analysis: BASIN 'D'/ POND `D': As stated above, Pond `D' proposed dry detention pond does not require attenuation since post development discharge will be directly into Tampa Bay. The 25 year, 24 hour storm event was routed through Pond `D' to determine the maximum stage elevation (see Appendix `K' for Post Development Drainage Calculations). Pond `D' stormwater discharge will be routed through an FDOT Type `D' modified control structure with an oil skimmer located around the structure (see detail on Plan Sheet SC6.07). The top elevation of the outfall structure was set at the water quality elevation and was designed to maintain a maximum stage of 9.2' at Pond `D', allowing for 9.6 inches of freeboard. Note that Pond `D' will discharge directly into Tampa Bay via a 24" RCP storm pipe (see Paving, Grading, and Drainage Plans). Post Development Storm Routing Analysis: BASIN 'E'/ POND `E': As stated above, Pond `E' proposed dry detention pond does not require attenuation since post development discharge will be directly into Tampa Bay. The 25 year, 24 hour storm event was routed through Pond `E' to determine the maximum stage elevation (see Appendix `K' for Post Development Drainage Calculations). J:\ 02026\ 02026002 .00\DOC\Pennits \SWFWMD\ERP ENG REPORT\ENG- REPORT -05 -02 -2008. doe 11 f '. I. 1 Pond `E' stormwater discharge will be routed through an FDOT Type `D' modified control structure with an oil skimmer located around the structure (see detail on Plan Sheet SC6.07). The top elevation of the outfall structure was set at the water quality elevation and was designed to maintain a maximum stage of 7.5' at Pond `E', allowing for 6 inches of freeboard. Note that Pond `E' will discharge directly into Tampa Bay via a 24" RCP storm pipe (see Paving, Grading, and Drainage Plans). The following is a summary of results for the 25 year -24 hour Post Development storm routing results: Pond ID Maximum Stage (25 yr -24 hr) (Feet) Inflow Rate Pre - Development Allowable discharge (CFS) Discharge Rate Post - Development Maximum Positive (CFS) Top of Bank (Feet) Freeboard (Inches) Pond A 17.8 36.51 35.93 19.2 16.8 Pond B 8.4 9.2 9.6 Pond C -1 16.5 17.0 6.0 Pond C -2 23.85 24.5 7.8 Pond D 9.2 10.0 9.6 Pond E 7.5 8.0 6.0 POST DEVELOPMENT STORM DRAIN INLETS AND STORM PIPE DESIGN The internal storm sewer system within the project area has been designed to comply with the City of Clearwater requirement for a design storm frequency of 10 years. Appendix `L' contains the Storm CAD calculations for the storm pipe systems. PROPOSED ENVIRONMENTAL IMPACTS One (1) 500 square foot temporary wetland/surface water impact is proposed as part of the proposed construction of stormwater outfall structure B -7 (see Paving, Grading, and Drainage Plan Sheet SC4.04). All disturbed soil will be stabilized upon completion of all outfall control structures construction. During construction, best management practices (BMP) such as turbidity barriers and silt screens will be used in order to prevent potential secondary water quality impacts (see attached Paving, Grading, and Drainage Plans for locations and descriptions of all proposed BMPs). A 25 foot average (15 foot minimum) width buffer will be maintained between the upland development and on -site wetlands. POLLUTION PREVENTION Pollution prevention from the proposed construction activities will be implemented in accordance with SWFWMD Basis of Review Subsection 2.8.4, and is identified on the attached Construction Surface Water Management/Stormwater Pollution Prevention Plan Sheet SC7.00. The Florida Department of Environmental Protection (FDEP) Notice of Intent (NOI) to use Generic Permit for Stormwater Discharge from Large and Small Construction Activities (Rule 62- 621.300 (4), F.A.C.) has been submitted to FDEP and a copy of this NOI is located in Appendix `M'. J:\ 02026\ 02026002 .00 \DOC\Permits \SWFWMD\ERP ENG REPORT\ENG- REPORT- 05- 02- 2008.doc 12 CONCLUSION ' The proposed new construction area of Bella Terra on the Bay will not impact the surrounding environment in a negative manner by the provisions of new stormwater management systems for treatment and attenuation (Basin `A' Pond `A' only) of the increased stormwater runof. The stormwater systems have been designed to decrease the pollutant load contribution to the receiving waters of Tampa Bay. The stormwater management system will satisfy the treatment requirements of SWFWMD and the City of Clearwater. Scheda Ecological Associates, Inc. investigation of the site has concluded that there are no documented occurrence of protected species within or adjacent to the site, nor were any protected species observed during field reviews. Natural habitat within the site consists primarily of nuisance exotic species. BVG Acquisition, Inc. will be responsible for managing the new stormwater management facilities associated with Bella Terra on the Bay. The Stormwater Management System Operation and .Maintenance Instructions are located in Appendix `N'. 11 J:\ 02026\ 02026002 .00\DOC\Permits \SWFWMD\ERP ENG REPORT\ENG- REPORT- 05- 02- 2008.doc 13 _.. _ EXHIBITS = = m m r == m m= m m r= = = = = = M—dln W., L-- J r. . :L 04down 61 114 Dunedin Qj 14261 k, • OL Safely Hai '41 D,lh-.d C ... h... T—,pedstlnn 4 Di (4 ev 91 1 & SUbr 5 8111-1"Rd ject Site Location W81yD, I E; R-Y D. La Ai rug I 233 Pr S-1h HighPO'k r.mi- 9��L ire 64 Id 9.�d" uh'mt- Ij <n D43 -P . v. ! F-- iv. 7w r IF v NW j rl . - M * b '7 7 Q In TAMPA Z'4y OLD W R*vWmO"=Ii" Z �0- BELLA --rE;XIZA O-J Tvia CrA.•j 2855 Gulf to Bay Bouelvard, Clearwater PinellasCounty, Florida USGS / Site Vicinity Map %SL.L,Pr Tc22A op -MG tom' 285s Gulf to Bay Bouelvard, Clearwater — G R O U P N PirellasCounty, Florida Aerial Photograph - 1997 m = = = m = = = = = = m r = = r BE L L Ce TC z re A o� iN� SAt `.S 2853 Gulf to Bay Bouelvard, Clearwater G R ® u J= -(w PinellasCounty, Florida Aerial Photograph -1968 r ♦ . _ r r s u ry t r. ro. { t � .Vh � ar+• r 7• i• �:i 4 ` � ... °Ain: r E r • , d` ,a p J wye S ! t 4011, 40 Ik I-NMI 11:231 11 RI T F ". ! 751■Uine reTsTFTiiIMBSI: u of � 7. Ao, • _ 1 0 �.. +fir -,�'�' � ±^• �'� '�-- � r ,i �' - ffi R. i - , 0 At f r - 00 r ., - -� •'a►, ■�Y [= Pmject Location 4 0 FLUCFCS FLUCFCS Code/Description 1100, RESIDENTIAL LOW DENSITY <2 DWELLING UNITS 1200, RESIDENnALMED DENSITY2 ->5 DVELLING UNIT 1300. RESIDENTIAL HIGH DENSITY y - u f E 00 1400 COMMERCIALAN D SERVICES A' o ' _ 1800 RECREATIONAL 'V 1900, OPEN LAND A 4340, HARDWOOD CONIFER MIXED v IRS 5300, RESERVOIRS U j t 5400, BAYS AND ESTUARIES Y ,* 6410, FRESHWATER MARSHES 'Q. 6510, TIDAL FLATSISUBMERGED SHALLOW PLATFORM 81 D0, TRANSPORTATION Feet 3 k, � 0 150 300 600 Data Source: 2006 SWFWMD 9 Ima a Source: 2006 True Color 6 inch m m U w BE LL. ��A°- LAND USE AND LAND COVER. of Pinellas County, Florida 5 1frr- _ Project Boundary N Y�, Bald Eagle Nest 2006 r "' >.. , '• ` � :�• _,t � Bald Eagle 330ft "No Sight Zone" -�+ +�%� `,• Bald Eayle 660R "No Activity Zone" Manatee Telemetry "}V - —0 Aerial Survey 1995 This project location is within the manatee consultation area. t x Feet •yam h , �� - it `� 2�t �. 0 1,250 2,500 5,000 Data Source: FGDL .a J k, r + f 'rjJ-�-� � , 4. * image Source: zutro I rue t;olor b Inrn 4_ �' kV r��:I�7 yam.. , • "J" R � � .. * - � ��-7' p 1. _� +• ...� �y� , v ' t3ELLA TE"A D Pinellas County, Florida L M� A PROTECTED SPECIES AE 9) \ APPROXIMATE SCALE 500 0 500 ZONE AE;;�� I I IIIIIIIIIIIIIIIII NATIONAL FLOOD INSURANCE PROGRAM (EL 9) ; ;;' ^ ZONE X II ?RD1W_T ARGA 1 Pinellas County Unincorporated Areas 125139 FIRM FLOOD INSURANCE RATE MAP PINELLAS COUNTY, FLORIDA AND INCORPORATED AREAS PANEL 128 OF 327 (SEE MAP INDEX FOR PANELS NOT PRINTED) CONTAINS: COMMUNNY NUMBER PANEL SUFFIX OLEABwATEP,Cm OF 125808 0128 G 1ARGO, OiY OF 1151]] 0128 G PINELLM COUNTY 1]8W 0128 G ZONE X Notice ro U,,,: n, MM NUMBER aIMw belmv diould b. med ti r t Q when rIncN m .rd the COMMUNTTY NUMBER shove !t 1 �' , Y �Y ,i1TS yKf US drA Yli .bove -Id E. aaw on imua appB ftln Tol 1ha aublacl MAP NUMBER i Z 5 tg L s 1it1r ,el ,. Z N� Q 12103CO128G _.I EFFECTIVE DATE: (n ri N. SEPTEMBER 3, 2003 Federal Emergency Management Agency This is an official copy of a portion of the above referenced flood map. It was extracted using F -MIT On -Line. This map does not reflect changes or amendments which may have been made subsequent to the date on the title block. For the latest product information about National Flood Insurance Program flood maps check the FEMA Flood Map Store at www.msc.fema.gov rl Alf. -` . .,, -. - 1 1[�1 -t; flit M. me a. .F $ 6'4� T_ +� • -145 'R'� ,' '; - i y w 4e_1+ MAP *'po S "'' • r 01 4 LE ND' r "PMjeCtLon6on soils s w. rrvutID h111ts bl h Soil MUIURMscripoon a w i 103002,ADAMSVILLE 1 C 103005, ASTATULA VARIANT . ;pli r -• I1 s T � 103014, IMMOKALEE r e • * 1 1 10301 8, MYAKKA !. 103020, OLDSMAR 103021, ORLANDO VARIANT ^' E` . 103022, PALM BEACH ' V 103026, PLACID 1-. 103043, WABASSO N _ Feet 0 150 300 600 , I � � -" �. Data Source: USDA 1 ImageSourc�:2006True Color 6inch n n A ELLS TER/zA SOILS MAP D Pinellas County, Florida FIGURE 1: SWFWMD AERIAL WITH CONTOURS MAP -1-b o c" � � FIGURE 2: PRE - DEVELOPMENT BASIN MAP �UL- 1 1 i FIGURE 3: POST DEVELOPMENT BASIN MAP APPENDIX A Ownership Documentation D r i I #: 2006049711 BK: 14922 PG: 1724, 02/09/2006 at 11:33 AM, RECORDING 4 PAGES $35.50 D DOC STAMP COLLECTION $118300.00 KEN BURKE, CLERK OF COURT PINELLAS COUNTY, FL BY DEPUTY CLERK: CLKDU04 35- sO � � ,6D ;1 This instrument prepared by - (Samue P. Queirolo' 'Y HOLLAND & KNIGHT. LP P. 0. Box 1288 Tampa, FL 334617A88 i 172916- 03006 =000-200 L. • t• / Property ApprAi f;0 's Parcel Identifrcafibri, Number(s) SPECIAL WARRANTY DEED ~The Grantor, Morton Plant Mease Life Services, Inc., a Florida not - for -profit corporation (d/b /a Bayview Gardens, successor by merger to Bayview Gardens I3nus6'g, Inc., Congregational House, Inc., and Morton Plant Life Services, Inc.), whose mailing address is 300 Pinellas Street, Clearwater, FL 33756, in ;consideration of ten dollars and other valuable considerations received from the Grantee, hereby grants and conveys to the Grantee, BVG Acquisition Inc., a Florida J`zrot-for-profit corporation, whose mailing address is 4300 N. W. 89th Blvd., Gainesville, FL 32606 -0749, the real property in Pinellas County, Florida, described on attached Exhibit A. As against all persons claiming by, through, or under the Grantor, the Grantor hereby covenants that the property is free of all encumbrances, subject to lien for real estate taxes not yet due and payable and to all other matters set forth on attached Exhibit B, that lawful seisin of and good right to convey the property are vested in the Grantor, and that the Grantor hereby fully warrants the title to the property and will defend the same against the lawful claims of all persons claiming by, through, or under tthe Grantor. Dated this 3\ day of M009"'� 2006. Signed in the presence of Morton Plant Mease Life Services, Inc. a Florida not - for -profit corporation By: Denton W. Crockett, Jr., as its President PINELLAS COUNTY FL OFF. REC. BK 14922 PG 1725 STATE OF FLORIDA \ COUNTY OF The foregoing instrument was acknowledged before me this day of �ar►�.�. 2 OQ0 ' ,key Denton W. Crockett, Jr., as President of Morton Plant Mease Life Servieos.,r ` Inc., a Florida not - for - profit corporation, d/b /a Bayview Gardens, successor xb`y merger to Bayview Gardens Housing, Inc., Congregational House, Inc., end= 'Morton Plant Life Services, Inc., on behalf of the not - for - profit corporation;' ; fie or she is personally known to me/has produced do r •'x `` .. l ` a i as identification. ' (SEAL) N' Printedfryped ame: Notary Public -State of Commission Number: My Commission Expires: #3524970 vl ' WcOMMiSSfprN R cgol DD ,• P" .fh�`�' BONDED Augu, '? E S 7UTRO� 2006 YFAIN INSUpAN WC I PINELLAS COUNTY FL OFF. REC. BK 14922 PG 1726 5 , ,r i ` J EXHIBIT A Parcel No. 1: A tract of land lying within Section 17, Township 29 South, Range 16 East, Pinellas County, Florida, and being more particularly) IesAtbed as follows: Commence at the Northwesycomer of Block 2 of "A RESUB OF BASKIN'S REPLAT ", as recorded in Plat Book 24, page 42;;of & Public Records of Pinellas County, Florida; thence North 89" 46'01" East along the North lirie,k si id Block 2, 1206.41 feet for a POINT OF BEGINNING; thence continue North 89 ° 46'01" Ea$t"istince of 200.00 feet; thence leaving said line South 00° 37'03" West a distance of 150.02 feet; theri& orth 890 46'01" East a distance of 60.01 feet; thence South 00° 37'03" West a distance of 260;00 feet; thence South 89° 46'01" West a distance of 191.21 feet; thence North 380 2739" West a distaice of 330.94 feet; thence North 89'46'01" East a distance of 139.84 feet; thence North 00° 37'03" E sia distance of 150.02 feet to the POINT OF BEGINNING. A tract�q(I nd lying within Section 17, Township 29 South, Range 16 East, Pinellas County, Florida, and being,:r dre particularly described as follows: Co#nmenee at the Northwest comer of Block 2 of "A RESUB OF BASKIN'S REPLAT ", as recorded in ,- .. ;Plat Book 24, page 42, of the Public Records of Pinellas County, Florida; thence North 890 46'01" East albng'the North line of said Block 2, 1206.41 feet; thence continue North 89046'01" East a distance of '210:00 feet; thence leaving said line South 00° 3703" West a distance of 150.02 feet; thence North 89° < J 6' O1" East a distance of 60.01 feet; thence South 00° 37' 03" West a distance of 260.00 feet for a '-•POINT OF BEGINNING; thence continue South 00° 37'03" West a distance of 967.93 feet; thence South 69° 21'23" West a distance of 314.28 feet; thence South 52° 28'54" West a distance of 215.00 feet; thence North 39° 01'06" West a distance of 654.81 feet; thence North 50° 58'50" East a distance of 52.16 feet; thence North 34° 14'53" West a distance of 40.00 feet; thence North 13° 41'04" East a distance of 21.51 feet; thence North 50° 45'48" East a distance of 154.86 feet; thence North 610 21'53" East a distance of 4.55 feet; thence North 39° 11' 48" East a distance of 22.26 feet; thence North 42° 12'55" West a distance of 67.34 feet; thence North 31° 09' 17" West a distance of 141.97 feet; thence North 27° 02'41 " West a distance of 181.44 feet; thence South 42° 07' 22" West a distance of 113.46 feet; thence South 82° 16'09" West a distance of 112.08 feet; thence North 27° 46' 45" West a distance of 13.51 feet; thence South 650 46' 35" West a distance of 25.55 feet; thence North 23° 27'38" West a distance of 34.80 feet; thence South 62° 09'34" West a distance of 88.09 feet; thence North 39° 01'06" West a distance of 260.77 feet; thence North 00° 13'59" West a distance of 282.35 feet; thence North 89° 46'01" East a distance of 135.20 feet; thence South 41° 34'50" East a distance of 34.65 feet; thence North 48° 24'08" East a distance of 99.89 feet; thence North 89° 46'01" East a distance of 771.29 feet; thence South 38° 27' 39" East a distance of 330.94 feet; thence North 89 46'01" East a distance of 191.21 feet to the POINT OF BEGINNING. Parcel No. 3: Non - Exclusive perpetual casement(s) for ingress, egress, and utilities as set forth in Declaration of Non - Exclusive Easements and Maintenance Agreement, recorded in Official Records Book 11602, Page 1568, of the Public Records of Pinellas County, Florida. i t PINELLAS COUNTY FL OFF. REC. BK 14922 PG 1727 1 i_ l .[ Y ,z R EXHIBIT B i i 1. Easement(s) granted-- o;the City of Clearwater recorded July 2, 1963, in Official Records Book 1712, Page 345';°Gf the Public Records of Pinellas County, Florida. 2. Easement(s) .iOanfkd to the City of Clearwater recorded June 16, 1965, in Official Records Book..2174; Page 498, of the Public Records of Pinellas County, Florida. 3. Easement(s) granted to the City of Clearwater recorded September 9, 1965, in Official Records '3oak2224, Page 664, of the Public Records of Pinellas County, Florida. 4. Easement(9- granted to Florida Power and Light Company recorded October 22, 1965, in Oiiciil .R,4ords Book 2252, Page 636, of the Public Records of Pinellas County, Florida. 5. Ei"s d, eAt(s) granted to Florida Power Corporation recorded July 12, 1966, in Official Aecotds,Book 2419, Page 280, of the Public Records of Pinellas County, Florida. 6. E'as6ment(s) granted to Florida Power Corporation recorded November 14, 1973, in ";Official Records Book 4103, Page 53, of the Public Records of Pinellas County, Florida. 7. ` Easement(s) granted to the City of Clearwater recorded July 15, 1975 in Official Records -Book 4309, Page 63, of the Public Records of Pinellas County, Florida. 8. Terms, covenants, conditions and other matters contained in the Cable Lease Agreement recorded January 6, 1984, in Official Records Book 5677, Page 101, of the Public Records of Pinellas County, Florida. 9. Easement(s) granted to Florida Power Corporation recorded December 1, 1995 in Official Records Book 9180, Page 511, of the Public Records of Pinellas County, Florida. 10. Easement(s) granted to the City of Clearwater recorded December 14, 1985, in Official Records Book 9192, Page 2174, of the Public Records of Pinellas County, Florida. 11. Easement(s) granted to the City of Clearwater recorded August 21, 1996 in Official Records Book 9440, Page 506, of the Public Records of Pinellas County, Florida. 12. Terms, covenants, conditions, easement(s) and other matters contained in the Declaration of Non - Exclusive Easements and Maintenance Agreement recorded October 1, 2001, in Official Records Book 11602, Page 1568, of the Public Records of Pinellas County, Florida. 13. Terms, covenants, conditions, easement(s) and other matters contained in the Declaration of Non - Exclusive Cross Access Easements and Maintenance Agreement recorded February 8, 2002, in Official Records Book 11831, Page 868, of the Public Records of Pinellas County, Florida. 14. Terms, covenants, conditions and other matters contained in the Easement Agreement recorded May 28, 2002, in Official Records Book 12023, Page 1386, of the Public Records of Pinellas County, Florida. 15. Easement(s) as disclosed by document recorded December 27, 1967, in Official Records �.' Book 2741, Page 742, of the Public Records of Pinellas County, Florida. it I #: 2006184857 BK: 15124 PG: 2159, 05/16/2006 at 04:24 PM, RECORDING 4 PAGES $35.50 KEN BURKE, CLERK OF COURT PINELLAS COUNTY, FL BY DEPUTY CLERK: .r CLKDMC5 y ,E THIS INSTRUMENT WAS PREPARtj JAMES D. SALTER, ESQUIRE. SALTER, FEIBER, MURPHY, ` HUTSON & MENET, P.A. P. 0. BOX 357399 GAINESVILLE, FL 32635 -7399 .�4 TF}(00F7EEMENT, entered into as of the 12'h dayof May, 2006, between BVG ACQUISITION, INC., a Florida .:66 for profit corporation ( "Borrower ") whose address is c /o/ SantaFe Healthcare, Inc., 4300 NW 89'" Blvd' *1Al inesville, Florida, 32606, and MERCANTILE BANK,.(the "Lender ") whose address is 7515 W. University "Avenue, Gainesville, Florida, 32607. WITNESSETH: ` WHEREAS; Borrower. is the present owner of the real property described on attached Exhibit "A", :.and.the Lender is the owner and holder of a mortgage of even date herewith, covering the said premises, `vithjch said mortgage secures a loan ( "mortgage loan ") in the original principal sum of SEVENTEEN MILLION IiREE HUNDRED SIXTY TWO THOUSAND AND NO /100 DOLLARS ($17,362,000.00) made bythe Lender `to.Borrower, and WHEREAS, as additional security for the aforesaid mortgage loan, the Lender has required from Borrower the execution of this assignment of the leases, rents and profits from the mortgaged premises; NOW THEREFORE, in order further to secure the payment of the indebtedness of Borrower to the Lender and in consideration of the making of the loan represented by the aforesaid mortgage and the note secured thereby, and in further consideration of the sum of One Dollar ($1.00) paid by the Lender to Borrower, the receipt of which is hereby acknowledged, Borrower does hereby sell, assign, transfer and set over unto the Lender all of Borrower's right, title and interest in and to rents, issues, profits, revenues, royalties, rights and benefits from the aforesaid mortgaged premises, and all leases of the mortgaged premises now made, executed or written, whether written or verbal, or to be made hereafter, whether written or verbal. This assignment will become op erative upon an default being made b Borrower underthe terms of aforesaid mortgage or the note secured thereby if such default shall continue beyond any applicable notice and cure period, and will remain in full force and effect so long as any default continues to exist in the matter of the making of any of the payments or the performance of any of the covenants set forth in the aforesaid mortgage i or the note secured thereby. Until such times as this assignment may become operative, Borrower shall have the right to operate and manage the mortgaged premises and to collect the rents and profits from the mortgaged premises. 1. Fn f urtherance of the foregoing assignment, B orrower h ereby authorizes the Lender, by its employees, or agents, at its option, after the occurrence of a default as aforesaid if such default shall continue beyond any applicable notice and cure period, to enter upon the mortgaged premises and to collect, in the name of Borrower or in its own name as Assignee, the rents accrued but unpaid and in arrears at the date of such default, as well as the rents thereafter accruing and becoming payable during the period for the con- tinuance of the said or any other default; and to this end, Borrower further agrees that it will facilitate in all reasonable ways the collection by the Lender of said rents, and will, upon request by the Lender, execute a written notice to each tenant directing the tenant to pay rent to the Lender. 2. The Lender shall, after payment of all proper reasonable and verifiable charges and expenses, and after the accumulation of a reserve to meet taxes, assessments, water, rents and fire and liability insurance 2 1 PINELLAS COUNTY FL OFF. REC. BK 15124 PG 2160 I v N'z 3 in requisite amounts, credit the net iii odnt of income received by it from the mortgaged premises by virtue of this assignment, to any amounts,.due and owing to it by Borrower under the terms of the mortgage and the note secured thereby, but the nner.•�of the application of such net income and what items shall be credited, shall be determined in the soled shit lion of the Lender. The Lender shall not be accountable for more monies than it actually receives from,111'e mortgaged premises; nor shall it be liable for failure to collect rents. The Lender shall make reasonable effort to collect rents, reserving, however, within its own discretion, the right to determine the method--of collection and the extent to which enforcement of collection of delinquent rents shall be prosecuted. 3. In the event, hpwbver, that Borrower shall reinstate the mortgage loan completely in good standing, having complied viith.all' the terms, covenants and conditions of the said mortgage and the note secured thereby, then ths- Lender within one (1) month after demand in writing shall re- deliver possession of the mortgaged premises't&Borrower who shall remain in possession unless and until another default occurs and continues beyon,& any applicable notice and cure period, at which time the Lender may, at its option, again take posse §lion �fthe mortgaged premises under authority of this instrument. g :. B' Qrrower h ereby c ovenants a nd w arrants t o t he L ender t hat i t h as not executed a ny p rior assignmgnt;,"ol "the leases or pledge of the rentals of the mortgaged premises. Borrower also hereby covenagf$ and agrees not to collect the rent of the said mortgaged premises in advance, other than as required -.ta be paid in advance by the terms of any rental agreement, and further agrees not to do any other act which would materially destroy or impair the benefits to the Lender of this assignment. Borrower expressly covenants' and agrees that it will not alter, modify or amend the terms, or any of them, of any of the leases ai gvt3..0escribed without first obtaining the written consent of the Lender to such alteration, modification or �`am,en.dment, which consent shall not be unreasonably withheld. z '.> 5. It is not the intention of the parties hereto that any entry by the Lender upon the mortgaged premises under the terms of this instrument shall constitute the said the Lender a "mortgagee in possession" contemplation of law, except at the option of Lender. 6. This assignment shall remain in full force and effect as long as the mortgage debt to the Lender remains unpaid in whole or in part, including any extension or renewal of the mortgage loan and the note secured thereby. 7. The provisions of this instrument shall be binding upon Borrower and its legal representatives, successors and assigns, and upon the Lender and its successors and assigns. The word "Borrower" shall be construed to mean any one or more persons or parties who are holders of the legal title or equity of redemption to or in the aforesaid mortgaged premises. The word "Note" shall be construed to mean the instrument, whether note or bond, given to evidence the indebtedness held by the Lender against the mortgaged premises; and the word "Mortgage" shall be construed to mean the instrument securing the said indebtedness, owned and held by the Lender, whether such instrument be mortgage, loan deed, trust deed, vendor's lien or otherwise. It is understood and agreed that a full and complete release of the aforesaid mortgage shall operate as a full and complete release of all the Lender's rights and interests hereunder and that after said mortgage has been fully released this instrument shall be void and of no further effect. IN WITNESS WHEREOF, the parties of the first part have executed this agreement in manner and form proper and sufficient in law. Signed, sealed and delivered in the presence of: Witness Sign Name PlObve Witness Print Name Below IMCL 4*8 � v�ta�eo BVG ACQUISITION, INC. By: / Michael . Gallagher As Its President PINELLAS COUNTY FL OFF. REC. EK 15124 PG 2161 Win s; Sign AbovAbove lint I Na lWe STATE OF FLORIDA COUNTY OF ALACH The foreggihg"4nstrument was acknowledged before me this 12'h day of May, 2006, by Michael P. Gallagher, as Rreild.64-- of BVG Acquisition, Inc., a Florida not for profit corporation, on behalf of said corporation. S6ch on(s): known to me. produced as(Tdetification jen999 J. Bolduc Pri ame Her H 231 to Public, 4tate mission # DD369 ,6f Florida October 24, 2008 ommission%E-.<pires: Serial Number, if any: `K SalterMercanfile Bank12006 BVG LOWColl Assgn Rentsmpd 3 PINELLAS COUNTY FL OFF. REC. BK 15124 PG 2162 .t / S r � c 'S L3 C y EXHIBIT A Parcel No. 1 �i A tract of land lying kvitf ai Section 17, Township 29 South, Range 16 East, Pinellas County, Florida, and being more g4kt:a' W'arly described as follows: Commence at 6ie1Qrtbwest corner of Block 2 of "A RESUB OF BASKIN'S REPLAT ", as recorded in Plat Book 24„.pagE. 4�, of the Public Records of Pinellas County, Florida; thence North 89° 46'01" East on t e`Iorth line of said Block 2, 1206.41 feet for a POINT OF BEGINNING; thence cont* nue No #tai :BUJ ° 46' 01" East a distance of 200.00 feet; thence leaving said line South 00° 37' 03" West a c� stance of 150.02 feet; thence North 89° 46' 01" East a distance of 60.01 feet; thence South 00° 37',63" -..est a distance of 260.00 feet; thence South 890 46'01" West a distance of 19121 feet; thence ofth 380 27' 39" West a distance of 330.94 feet; thence North 89° 46' 01" East a distance of 139.84 %et ;Ahence North 000 37'03" East a distance of 150.02 feet to the POINT OF BEGINNING; Pia &del N6. 2: A•tract,of land lying within Section 17, Township 29 South, Range 16 East, Pinellas County, Florida, ,:'and -being more particularly described as follows: �, . '6gnimence at the Northwest corner of Block 2 of "A RESUB OF BASKIN'S REPLAT ", as recorded in ,Yl4t Book 24, page 42, of the Public Records of Pinellas County, Florida; thence North 89° 46' 01 East along the North line of said Block 2, 1206.41 feet; thence continue North 89'46'01" East a distance of 200.00 feet; thence leaving said line South 00° 37'03" West a distance of 150.02 feet; thence North 89° 46'01" East a distance of 60.01 feet; thence South 00° 37'03" West a distance of 260.00 feet for a POINT OF BEGINNING; thence continue South 00° 37'03" West a distance of 967.93 feet; thence South 69° 21'23" West a distance of 314.28 feet; thence South 52° 28'54" West a distance of 215.00 feet; thence North 39° 01' 06" West a distance of 654.81 feet; thence North 50° 58' 50" East a distance of 52.16 feet; thence North 34° 14'53" West a distance of 40.00 feet; thence North 13° 41'04" East a distance of 21.51 feet; thence North 50° 45'48" East a distance of 154.86 feet; thence North 61° 21'53" East a distance of 4.55 feet; thence North 39° 11'48" East a distance of 22.26 feet; thence North 42° 12' 55" West a distance of 67.34 feet; thence North 31° 09' 17" West a distance of 141.97 feet; thence North 27° 02' 41" West a distance of 181.44 feet; thence South 42° 07' 22" West a distance of 113.46 feet; thence South 82° 16'09" West a distance of 112.08 feet; thence North 27° 46' 45" West a distance of 13.51 feet; thence South 65° 46'35" West a distance of 25.55 feet; thence North 23° 27' 38" West a distance of 34.80 feet; thence South 62° 09' 34" West a distance of 88.09 feet; thence North 39° 01'06" West a distance of 260.77 feet; thence North 00° 13' 59" West a distance of 282.35 feet; thence North 89° 46'01" East a distance of 135.20 feet; thence South 41° 34' 50" East a distance of 34.65 feet; thence North 48° 24'08" East a distance of 99.89 feet; thence North 89° 46' 01" East a distance of 771.29 feet; thence South 38° 27' 39" East a distance of 330.94 feet; thence North 89° 46'0 1" East a distance of 191.21 feet to the POINT OF BEGINNING; Parcel No. 3= Non - Exclusive perpetual easement(s) for ingress, egress, and utilities as set forth in Declaration of Non-Exclusive Easements and Maintenance Agreement, recorded in Official Records Book 11602, Page 1568, of the Public Records of Pinellas County, Florida. t a 1 I #: 2006184858 BK: 15124 PG: 2163, 05/16/2006 at 04:24 PM, RECORDING 3 PAGES $27.00 KEN BURKE, CLERK OF COURT PINELLAS COUNTY, FL BY DEPUTY CLERK: CLKDMC5 STATE OF FLORIDA UNIFORM COMMERCIAL CODE FINANCING STATEMENT FORM °�,} A. NAME & DAYTIME PHONE NUMBER OF CONTACT P<1;R501N JAMES D. SALTER. ESQUIRE (352) 376 -8201 B' SEND ACKNOWLEDGMENT TO: Name SALTER, FEIBER, MURPHY, HUTSON & Mlokf) P;A. Address P.O. BOX 357399 Address City /State/Zip GAINESVILLE, FL 3263'5 - 7399 ^. THE ABOVE SPACE IS FOR FILING OFFICE USE ONLY ___��... �.....� �. ... ....... ..:ue- w•nrnr r14n v cur I1G�T/l� 4111 \IC Mw nn 4h\ _ r%- 41r4 Ahh -A.fu nr C/.mh,nn AhmGQ Ia. ORGANIZATION'S NAME BVG ACQUISITION, INC., a Florlda riot ]`i !r rofit corporation 1a. ORGANIZATION'S NAME 1 b. INDIVIDUAL'S LAST NAME ? ETA FIRST NAME FIRST NAME MIDDLE NAME SUFFIX ,,. "i CITY STATE POSTAL CODE COUNTRY 1c. MAILING ADDRESS ± i ~; , ~ ` CITY FL STATE POSTAL CODE COUNTRY 4300 NW 89' Blvd. '' GAINESVILLE 2e. TYPE OF ORGANIZATION FL 32606 USA 1d. TAX ID# ' ' REQUIRED ADD'L INFO Ia. TYPE OF ORGANIZATION 1f. JURISDICTION OF ORGANIZATION 1g. ORGANIZATIONAL ID# ~ :fkE: ORGANIZATION Ea None NOT FOR PROFIT N05000010812 59- 3605781 FIEBTOR CORPORATION FLORIDA None unrnr �,.0 v r�uc —ro O 41A RAC /7.. nD Oh\ _ nn A1nf Ahh —info nr r:nmhine NamRA 2a. ORGAN IZATIbN'S'NAM E 1a. ORGANIZATION'S NAME 2b, INDNICUAL'$LAST NAME FIRST NAME FIRST NAME MIDDLE NAME SUFFIX ,,. "i CITY STATE POSTAL CODE COUNTRY 2c. MAILING ADDRESS CITY FL STATE POSTAL CODE COUNTRY 2d. TAX ID# REQUIRED ADD'L INFO 2e. TYPE OF ORGANIZATION 2f. JURISDICTION OF ORGANIZATION 2g. ORGANIZATIONAL ID# RE: ORGANIZATION DEBTOR Ea None __ – _1 A-1-1— e/Ml wocnr n411 V nWC CCCI IDCn DADTV NAAAF 13a OP 3h1 4. This FINANCING STATEMENT covers the following collateral: All furniture, fixtures, equipment now or hereafter on real property more particularly described on Exhibit W attached hereto. 5. ALTERNATE DESIGNATION (if applicable) 1a. ORGANIZATION'S NAME Mercantile Bank 1b. INDIVIDUAL'S LAST NAME FIRST NAME MIDDLE NAME SUFFIX 1c. MAILING ADDRESS CITY STATE POSTAL CODE COUNTRY 7515 W. University Avenue GAINESVILLE FL 32607 USA 4. This FINANCING STATEMENT covers the following collateral: All furniture, fixtures, equipment now or hereafter on real property more particularly described on Exhibit W attached hereto. 5. ALTERNATE DESIGNATION (if applicable) SIGNOR MBAILEE/BAILOR N 8 AG. LIEN e NON UGC FILING LE YER t/. F IorIOa uVGVn1Cm l AR T .71 AMr IMA - TVU All documentary stamps due and payable or to become due and payable pursuant to s. 201.22 F.S., have been paid. Florida Documentary Stamp Tax is not required. T. OPTIONAL FILER REFERENCE DATA 05- 1736.2 STAlunean FnRM . FORM UCC -1 (REV. 1212001) - Filing Officer Copy Approved by the Secretary of State, State of Florida j PINELLAS COUNTY FL OFF. REC. BK 15124 PG 2164 r! EXHIBIT "A" To UCC -1 Financing Statement between the Debtor, BVG ACQUISITION, INC., and the Secured Party, MERCANTILE BANK. DESCRIPTION OF COLLATERAL The colla 'ter�l consists of the following property, whether now or hereafter existing, created, or acquired, >hn connection with or located on or about the real property described on Exhibit "A�'' (�'hek Land ") attached hereto. 1. ,A(Vbu,ildings, structures, and improvements of every nature whatsoever now or hereafter situated on the Land, and all furniture, furnishings, fixtures, machinery, equipmeht; inventory and materials on site, and .personal property of every nature whtsoever now or hereafter owned by the Debtor's and located in, on, or used or intended t6-6' sed in connection with or with the operation of said property, buildings, structures r s�ther improvements, including all extensions, additions, improvements, betterments, z.. `renewals, and replacements to any of the foregoing, and all of the right, title and interest ;r3fthe Debtors in any such personal property or fixtures subject to a conditional sales ,....contract security interest or similar lien of claim together with the benefit of any deposits or payments now or hereafter made by the Debtors or on their behalf; 2. All the tenements, hereditaments, easements and appurtenances thereunto belonging, or in any wise appertaining, and the rents issues, and profits thereof, and also all the estate, right title , interest and all claims and demands whatsoever, as well in law as in equity of said Debtors in and to the same, and every part and parcel thereof, and also specifically but not byway of limitation all gas and electric fixtures, radiators, heaters, water pumps, air conditioner equipment, machinery, boilers, ranges, elevators and motors, bath tubs, sinks, water closets, water basins, pipes, faucets, and other plumbing and heating fixtures, mantels, refrigerating plants and ice boxes, window screens, screen doors, venetian blinds, cornices, storm shutters and awnings, which are now or may hereafter pertain to or be used with, in or on the Land, even though they may be detached or detachable are shall be deemed to be fixtures and accessories to the freehold and part of the realty. 3. All rents, royalties, issues, profits, revenue, income and other benefits from the property described in paragraph one (1) hereinabove. 4. All right, title and interest of Debtor in and to any and all leases, rents, royalties, issues, profits, revenues, income and other benefits now or hereafter derived from or affecting the land or improvements, together with all monies payable thereunder. iPINELLAS COUNTY FL OFF. REC. BK 15124 PG 2165 r S t t ... 1. �r�r tZ EXHIBIT A Parcel No. 1: A tract of land lying`within Section 17, Township 29 South, Range 16 East, Pinellas County, Florida, and being more:•p ti' ' arly described as follows: Commence at,,tTe hwest corner of Block 2 of "A RESUB OF BASIURS REPLAT ", as recorded in Plat Book 24•,. age 12, of the Public Records of Pinellas County, Florida; thence North 89° 46' 01" East along:•ihe N1Z ' "th line of said Block 2, 1206.41 feet for a POINT OF BEGINNING; thence continue, lV6,eth $J ° 46'01" East a distance of 200.00 feet; thence leaving said line South 000 37'03" West a dis arce of 150.02 feet; thence North 89° 46'01" East a distance of 60.01 feet; thence South 00" 37,!,- 0` Weft a distance of 260.00 feet; thence South 89° 46'01" West a distance of 191.21 feet; thenca >lVoYth 38° 27'39" West a distance of 330.94 feet; thence North 89° 46'01" East a distance of 139:88 feet'7t ence North 00° 37'03" East a distance of 150.02 feet to the POINT OF BEGINNING; PE6rgeLN6. 2: !'[Y tract of land lying within Section 17, Township 29 South, Range 16 East, Pinellas County, Florida, an °tltbeing more particularly described as follows: * Cnnimence at the Northwest corner of Block 2 of "A RESUB OF BASKIN'S REPI.AT ", as recorded in Plat Book 24, page 42, of the Public Records of Pinellas County, Florida; thence North 89° 46' 01" -East along the North line of said Block 2, 1206.41 feet; thence continue North 890 46'0111 East a distance of 200.00 feet; thence leaving said line South 000 37'03" West a distance of 150.02 feet; thence North 890 46'01" East a distance of 60.01 feet; thence South 00° 37'03" West a distance of 260.00 feet for a POINT OF BEGINNING; thence continue South 00" 37' 03" West a distance of 967.93 feet; thence South 69° 21' 23" West a distance of 314.28 feet; thence South 52° 28' 54" West a distance of 215.00 feet; thence North 39° 01'06" West a distance of 654.81 feet; thence North 50° 58' 50" East a distance of 52.16 feet; thence North 349 14'53" West a distance of 40.00 feet; thence North 13° 41' 04" East a distance of 21.51 feet; thence North 50° 45'4811 East a distance of 154.86 feet; thence North 610 21'53" East a distance of 4.55 feet; thence North 390 11'4811 East a distance of 22.26 feet; thence North 42° 12'55" West a distance of 67.34 feet; thence North 31° 09'17" West a distance of 141.97 feet; thence North 27° 02'41" West a distance of 181.44 feet; thence South 42° 07' 22" West a distance of 113.46 feet; thence South 82° 16'09" West a distance of 112.08 feet; thence North 27° 46' 45" West a distance of 13.51 feet; thence South 65° 46' 35" West a distance of 25.55 feet; thence North 23° 27' 38" West a distance of 34.80 feet; thence South 62° 09' 34" West a distance of 88.09 feet; thence North 39° 01' 06" West a distance of 260.77 feet; thence North 00° 13'59" West a distance of 282.35 feet; thence North 89" 46'01" East a distance of 135.20 feet; thence South 410 34' 50" East a distance of 34.65 feet; thence North 48° 24' 08" East a distance of 99.89 feet; thence North 89'46'01" East a distance of 771.29 feet; thence South 38° 27'39" East a distance of 330.94 feet; thence North 89° 46' 01" East a distance of 191.21 feet to the POINT OF BEGINNING; Parcel No. 3: Non-Exclusive perpetual easement(s) for ingress, egress, and utilities as set forth in Declaration of Non-Exclusive Easements and Maintenance Agreement, recorded in Official Records Book 11602, Page 1568, of the Public Records of Pinellas County, Florida. APPENDIX B FDEP Documentation — Determination of State Owned Lands a Jeb Bush Governor Department of Environmental Protection Bryan Zarlenga, PE TBE Group 380 Park Place Blvd, Suite 300 Clearwater, Florida 33759 Marjory Stoneman Douglas Building 3900 Commonwealth Boulevard Colleen M. Castille Tallahassee, Florida 32399 -3000 Secretary January 2, 2007 RE: 17/29/16/03006/000 /0200; 2861 Gulf to Bay Blvd Dear Mr. Zarlenga: This letter is in response to your recent inquiry requesting a determination of state owned lands in Section 17, Township 29 South, Range 16 East; Pinellas County. Records on file within the Title and Land Records Section indicate that the subject site appears to be within the boundaries of the lands described in Deed 22229(278 -52). Therefore, we recommend that the proprietary requirements that would normally apply to state lands not apply to this area. For this opinion we have relied only on records in our central repository. Additional records will be reviewed if provided. This opinion is not a disclaimer of state owned lands. Should you have any questions regarding this determination, please contact Donelle White, GOC I, at mail station 108 at the above address or call at (850) 245 -2788. Sincerely, Terry E. Wilkinson, Chief Bureau of Survey and Mapping Division of State Lands Attachment: Map, deed TEW /dw Cc: DEP- SLERP- Southwest District SFWMD- Brooksville, Florida F: \TITLE \Donelle \Jan -Mar 2007 \pinellas \bryan zarlenga @ the group 1- 2- 07.doc "More Protection, Less Process" Printed on recycled paper. O "30- ma Lu m w -M go m FORM 9-131 'af t4e ?rd ?rnFvj3=en1 Aul� Jaf toe Mate of Atm*a DEED NO. 22.z2_9.-_(.2-7.8-52) Trustees of the Internal Im- provement ALL MEN BY THESE PRESENTS: That the undersigned, the Fund of the State of Florida, under authority of law, for and in consideration of the sum of s. and other qood and valuable cons idera i�jns t, Ten and 00/100 Dollars, them in hand paid by ............ . ........ . ......... ...... OL ... . ...... .. Rinellas State of... ........ .... Florida - - - - _ ........ have granted, of the County bargained and sold, and do by these presents grant, bargain, sell and convey, unto the succe Ora BAY BLUFFS ESTATES .......... ........................... . ............ ... . ........ and il s .............. and assigns, the ffollowiag described ....... lands, to-wit: Id Tampa Bay in Section 17, Township 29 A parcel of submerged land in 0 County, Florida, more particularly de- South, Range 16 East, Pinellas scribed as follows: From the West Quarter Corner of said Section 17, run North 89046'01" East along the East-West centerline of said Section 17 a distance of 2755.49 feet to the center of said Section 17; thence �outh d0i2st00'13" of East along the North-South centerline of said Section 17, a ance 1174.44 feet; thence south 39001106" East along the Southwesterly line of Lot 2 of Resubdivision of Baskin's Replat as recorded in plat Book 24 Page 42 Public Records of Pinellas County, Florida, a distance of 561.78 feet to the mean high water mark of old Tampa Bay and the P.O.B. East along the extension of the said Thence continue South 39001106 distance of 236.63 feet; thence South 300 southwesterly line of Lot 2 a feet to the bulkhead line as established by the Pinellas County Water an 00 ' I East, a distance of 815.0 and Navigation Control Authority in meeting �proved Trutees of the Iterna January 8, 1959 and formally al thence s northeasterly n along l said Improvement Fund in meeting May 19, 19by 59; the bulkhead line being a curve to the right of 3400 feet, radius chord bearing North 41015143" East, chord distance 438.03 feet, arc length 438.33 feet; thence North 30000' west a distance of 674.29 feet to the intersection with the southerly extension of the easterly line of said Lot 2 of Resubdivision of Baskin's Replat; thence North 0037103" East along said southerly extension 359.07 feet, more or less, to the mean high water mark of old Tampa Bay; thence southwesterly along said mean high water mark 662 feet, more or less, to the Point of Beginning; 9.66 - -------- --- ..........__.._..__....__..... .......acres, more or less, and lying cont'ining-- . z . t " in said State of Florida. and being " the County Of ... ..... in TO HAVE AND To HOLD the above granted and described premises forever. SAVING AND RESERVING unto the said Trustees of the Internal Improvement Fund of the State of Florida, and their successors, title to an undivided three-fourths of all Phosphate, minerals and metals, and title to an undivided one-half of all petroleum that may be in, on or under the above described land, with the privilege to mine and develop the same. OTHER RESERVATIONS: None IN TESTIMONY WHEREOF, the said Trustees have hereunto oubscribed their names and affixed their seal and have caused the seal of THE DEPARTMENT OF AGRICULTURE OF THE 18th STATE OF - FLORIDA to be hereunto affixed, at the Capitol, in the City of Tallahassee, on this the -_ -day 01 ixtThree .... June A. D. Nineteen Hun _y- .._...........__.......__ ......... . ... . .. . ..... (SEALI Gov r (SEAL: Comptroller (SEAL: (SEAL) ft_USTEES�E I.* FUND- (SEAL DEPARTMENT OF AGRICULTURE (SEAL &Mmiesioner of Agriculture As and . Composing the TRUSTEES OF F T THE INTETARNAL IMpROVEMEN' FUND OHE STE OF FLORIDA output ArcIMS HTML Viewer Ma I I Page 1 of 1 Ilittp: / /gisweb. dep. state.fl.us/ servlet /com.esri. esrimap. Esrimap? ServiceNaine =BTLDS Overview& ClientVersio... 1/2/200 Legend -mat F.1 A Selected Features BASE.TIGER ROADS 20 l a ►- ,iwir BASE. INTERSTATES Publi-- Land Survey Syslem . *� *i _ _ *t, 1 T ip 2004 Cobt 1>000 D AREAS BASE,CITY LIMITS .. Counties AlabarnaCounly Area I I Page 1 of 1 Ilittp: / /gisweb. dep. state.fl.us/ servlet /com.esri. esrimap. Esrimap? ServiceNaine =BTLDS Overview& ClientVersio... 1/2/200 APPENDIX C SWFW ID Final Agency Action Transmittal Letter for Formal Determination of Wetlands 9 V, ' Jennifer E. Closshey Treasurer, Hillsborough Thomas G. Dabney Sarasota 1 . I 1 1 1 1 Patricia M. Glass Manatee Heidi B. McCrea Hillsborough Ronald E. Oakley Pasco Sallie Parks Pinellas Maritza Rovira•Forino Hillsborough Patsy C. Symons DeSoto David L. Moore Executive Director William S. Bilenky General Counsel November 2, 2007 Stephen J. deMontmollin BVG Acquisitions, Inc. 4300 Northwet 89th Boulevard Gainesville, FL 32606 2379 Broad Street, Brooksville, Florida 34604 -6899 (352) 796 -7211 or 1- 800 - 423 -1476 (FL only) SUNCOM 628 -4150 TDD only 1- 800 - 231 -6103 (FL only) On the Internet at., WaterMatters.org Sarasota Service Office 6750 Fruitville Road Sarasota, Florida 34240 -9711 (941) 377 -3722 or 1 -800. 320 -3503 (FL only) SUNCOM 531 -6900 Tampa Service Office 7601 Highway 301 North Tampa, Florida 33637 -6759 (813) 985.7481 or 1- 800 -836 -0797 (FL only) SUNCOM 578 -2070 Subject: Final Agency Action Transmittal Letter for Formal Determination of Wetlands and Other Surface Waters Petition No.: 42030075.001 Project Name: Clearwater Redevelopment Project (a.k.a. Bayview Gardens) County: Pinellas Sec/Twp /Rge: 17/29S/1 6E Dear Mr. deMontmollin: This letter constitutes notice of Final Agency Action for Approval of the above referenced Petition for Formal Determination of Wetlands and Other Surface Waters. This approval does not authorize any construction activities or constitute conceptual approval of any anticipated projects. Construction, alteration, operation, removal or abandonment of a surface water management system requires a permit from the District pursuant to Rule 40D- 4.041, Florida Administrative Code, (F.A.C.), and Section 373.413, Florida Statutes, (F.S.), unless exempt pursuant to 40D- 4.051, F.A.C., or 373.406, F.S. You or any person whose substantial interests are affected by the District's action regarding a petition may- request an administrative hearing in accordance with Sections 120.569.and 120.57, Florida Statute, (F.S.), and Chapter 28 -106, Florida Administrative Code, (F.A.C.), of the Uniform Rules of Procedure. A request for hearing must: (1) explain how the substantial interests of each person requesting the hearing will be affected by the District's action, or proposed action, (2) state all material facts disputed by the person requesting the hearing or state that there. are no disputed facts, and (3) otherwise comply with Chapter 28 -106, F.A.C. Copies of Sections 28- 106.201 and 28- 106.301, F.A.C..are enclosed for your reference. A request for hearing must be filed with (received by) the Agency Clerk of the District at the District's Brooksville address within 21 days of receipt of this notice. Receipt is deemed to be the fifth day after the date on which this notice is deposited in the United States mail. Failure to file a request for hearing within this time period shall constitute a waiver of any right you or such person may have to request a hearing under Sections 120.569 and 120.57, F.S. Mediation pursuant to Section 120.573, F.S., to settle an administrative dispute regarding the District's action in this matter is not available prior to the filing of a request for hearing. �T FL Southwest Florida Chair, Hernando Neil Combee =. ,,. Water Management District Todd Pressman Secretary, Pinellas An Equal Bartow Service Office Lecanto Service Offce opportunity Employer 170 Century Boulevard Suite, 226 ' Bartow, Florida 33830 -7700 3600 West Sovereign Path (863) 534 -1448 or Lecanto, Florida 34461.8070 1.800 -492 -7862 (FL only) (352) 527 -8131 SUNCOM 572 -6200 ' Jennifer E. Closshey Treasurer, Hillsborough Thomas G. Dabney Sarasota 1 . I 1 1 1 1 Patricia M. Glass Manatee Heidi B. McCrea Hillsborough Ronald E. Oakley Pasco Sallie Parks Pinellas Maritza Rovira•Forino Hillsborough Patsy C. Symons DeSoto David L. Moore Executive Director William S. Bilenky General Counsel November 2, 2007 Stephen J. deMontmollin BVG Acquisitions, Inc. 4300 Northwet 89th Boulevard Gainesville, FL 32606 2379 Broad Street, Brooksville, Florida 34604 -6899 (352) 796 -7211 or 1- 800 - 423 -1476 (FL only) SUNCOM 628 -4150 TDD only 1- 800 - 231 -6103 (FL only) On the Internet at., WaterMatters.org Sarasota Service Office 6750 Fruitville Road Sarasota, Florida 34240 -9711 (941) 377 -3722 or 1 -800. 320 -3503 (FL only) SUNCOM 531 -6900 Tampa Service Office 7601 Highway 301 North Tampa, Florida 33637 -6759 (813) 985.7481 or 1- 800 -836 -0797 (FL only) SUNCOM 578 -2070 Subject: Final Agency Action Transmittal Letter for Formal Determination of Wetlands and Other Surface Waters Petition No.: 42030075.001 Project Name: Clearwater Redevelopment Project (a.k.a. Bayview Gardens) County: Pinellas Sec/Twp /Rge: 17/29S/1 6E Dear Mr. deMontmollin: This letter constitutes notice of Final Agency Action for Approval of the above referenced Petition for Formal Determination of Wetlands and Other Surface Waters. This approval does not authorize any construction activities or constitute conceptual approval of any anticipated projects. Construction, alteration, operation, removal or abandonment of a surface water management system requires a permit from the District pursuant to Rule 40D- 4.041, Florida Administrative Code, (F.A.C.), and Section 373.413, Florida Statutes, (F.S.), unless exempt pursuant to 40D- 4.051, F.A.C., or 373.406, F.S. You or any person whose substantial interests are affected by the District's action regarding a petition may- request an administrative hearing in accordance with Sections 120.569.and 120.57, Florida Statute, (F.S.), and Chapter 28 -106, Florida Administrative Code, (F.A.C.), of the Uniform Rules of Procedure. A request for hearing must: (1) explain how the substantial interests of each person requesting the hearing will be affected by the District's action, or proposed action, (2) state all material facts disputed by the person requesting the hearing or state that there. are no disputed facts, and (3) otherwise comply with Chapter 28 -106, F.A.C. Copies of Sections 28- 106.201 and 28- 106.301, F.A.C..are enclosed for your reference. A request for hearing must be filed with (received by) the Agency Clerk of the District at the District's Brooksville address within 21 days of receipt of this notice. Receipt is deemed to be the fifth day after the date on which this notice is deposited in the United States mail. Failure to file a request for hearing within this time period shall constitute a waiver of any right you or such person may have to request a hearing under Sections 120.569 and 120.57, F.S. Mediation pursuant to Section 120.573, F.S., to settle an administrative dispute regarding the District's action in this matter is not available prior to the filing of a request for hearing. Judith C. Whitehead Chair, Hernando Neil Combee Vice Chair, Polk Todd Pressman Secretary, Pinellas ' Jennifer E. Closshey Treasurer, Hillsborough Thomas G. Dabney Sarasota 1 . I 1 1 1 1 Patricia M. Glass Manatee Heidi B. McCrea Hillsborough Ronald E. Oakley Pasco Sallie Parks Pinellas Maritza Rovira•Forino Hillsborough Patsy C. Symons DeSoto David L. Moore Executive Director William S. Bilenky General Counsel November 2, 2007 Stephen J. deMontmollin BVG Acquisitions, Inc. 4300 Northwet 89th Boulevard Gainesville, FL 32606 2379 Broad Street, Brooksville, Florida 34604 -6899 (352) 796 -7211 or 1- 800 - 423 -1476 (FL only) SUNCOM 628 -4150 TDD only 1- 800 - 231 -6103 (FL only) On the Internet at., WaterMatters.org Sarasota Service Office 6750 Fruitville Road Sarasota, Florida 34240 -9711 (941) 377 -3722 or 1 -800. 320 -3503 (FL only) SUNCOM 531 -6900 Tampa Service Office 7601 Highway 301 North Tampa, Florida 33637 -6759 (813) 985.7481 or 1- 800 -836 -0797 (FL only) SUNCOM 578 -2070 Subject: Final Agency Action Transmittal Letter for Formal Determination of Wetlands and Other Surface Waters Petition No.: 42030075.001 Project Name: Clearwater Redevelopment Project (a.k.a. Bayview Gardens) County: Pinellas Sec/Twp /Rge: 17/29S/1 6E Dear Mr. deMontmollin: This letter constitutes notice of Final Agency Action for Approval of the above referenced Petition for Formal Determination of Wetlands and Other Surface Waters. This approval does not authorize any construction activities or constitute conceptual approval of any anticipated projects. Construction, alteration, operation, removal or abandonment of a surface water management system requires a permit from the District pursuant to Rule 40D- 4.041, Florida Administrative Code, (F.A.C.), and Section 373.413, Florida Statutes, (F.S.), unless exempt pursuant to 40D- 4.051, F.A.C., or 373.406, F.S. You or any person whose substantial interests are affected by the District's action regarding a petition may- request an administrative hearing in accordance with Sections 120.569.and 120.57, Florida Statute, (F.S.), and Chapter 28 -106, Florida Administrative Code, (F.A.C.), of the Uniform Rules of Procedure. A request for hearing must: (1) explain how the substantial interests of each person requesting the hearing will be affected by the District's action, or proposed action, (2) state all material facts disputed by the person requesting the hearing or state that there. are no disputed facts, and (3) otherwise comply with Chapter 28 -106, F.A.C. Copies of Sections 28- 106.201 and 28- 106.301, F.A.C..are enclosed for your reference. A request for hearing must be filed with (received by) the Agency Clerk of the District at the District's Brooksville address within 21 days of receipt of this notice. Receipt is deemed to be the fifth day after the date on which this notice is deposited in the United States mail. Failure to file a request for hearing within this time period shall constitute a waiver of any right you or such person may have to request a hearing under Sections 120.569 and 120.57, F.S. Mediation pursuant to Section 120.573, F.S., to settle an administrative dispute regarding the District's action in this matter is not available prior to the filing of a request for hearing. ' Permit No.: 42030075.001 Page 2 of 2 November 2, 2007 If you have any questions concerning this approval, please contact William M. Copeland at the Tampa Service ' Office, extension 2029. Since ely, Alba E. Mas, P.E., Director ' Tampa Regulation Department AEM:WMC:gjn Enclosures: Approved Formal Determination of Wetlands and Other Surface Waters w /Attachments ' Noticing Packet (42.00 -064) Sections 28- 106.201 and 28- 106.301, F.A.C. cc: File of Record 42030075.001 ' Bryan L. Zarlenga, P.E., TBE Group, Inc. Eric Hickman, Florida Department of Environmental Protection Blake M. Meinecke, Scheda Ecological Associates, Inc. [I 1 1 1 1 n n t SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT FORMAL DETERMINATION OF WETLANDS AND OTHER SURFACE WATERS NO. 42030075.001 EXPIRATION DATE: FORMAL DETERMINATION ISSUED DATE: November 2, 2012 November 2, 2007 This Formal Determination of Wetlands and Other Surface Waters No. 42030075.001 is issued under the provisions of Section 373.421, Florida Statutes, (F.S.), and Rule 40D -4.042 and Section 3.4 of the Environmental Resource Permit Basis of Review, Florida Administrative Code, (F.A.C.). This Formal Determination consists of the District's determination of the locations on the property of the landward extent (boundaries) of wetlands and other surface waters based on the documentation consisting of a certified survey submitted by the Petitioner. This Formal Determination does not authorize any construction activities or constitute conceptual approval of any anticipated projects. Construction, alteration, operation, removal or abandonment of a surface water management system requires a permit from the District pursuant to Rule 40D- 4.041, F.A.C., and Section 373.413, F.S, unless exempt pursuant to 40D- 4.051, F.A.C. or 373.406, F.S. This Formal Determination does not in any way establish boundaries of sovereign submerged lands. PROJECT NAME: Clearwater Redevelopment Project (a.k.a. Bayview Gardens) GRANTED TO: BVG Acquisitions, Inc. 4300 Northwet 89th Boulevard Gainesville, FL 32606 ABSTRACT: The approximate boundaries of the landward extent of wetlands and surface waters were identified and established by applying the rule criteria of Chapter 62 -340, F.A.C., by Jason Sean Lancaster of Scheda ' Ecological Associates, Inc. District Environmental Scientist William M. Copeland conducted agency verification of the wetland and surface water boundaries during an on -site inspection on January 5, 2006. A re- inspection was conducted on September 14, 2007. A certified survey signed and sealed by Kelly O. McClung, PSM of Suncoast Land Surveying, Inc., was received on October 2, 2007 and is appended as Attachment A. The 30.11 -acre M.O.L. project area contains two wetlands /surface water areas. The total acreage of wetlands /surface waters is 1.66 acres M.O.L. The site is dominated by a surface water ditch conveyance with an herbaceous understory, and a portion of the mangrove dominated wetlands contiguous with Old Tampa Bay. A stormwater treatment pond, authorized by MSSW No. 4015274.000 is also located within the property boundary. COUNTY: SEC/TWP /RGE: PROJECT SIZE: WETLAND AND OTHER SURFACE WATER ACRES: CURRENT LAND USE: DATE PETITION FILED: Pinellas 17/29S/16E 30.11 Acres 1.66 Multi- family Residential September 4, 2007 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Permit No.: 42030075.001 Page 2 of 2 November 2, 2007 Pursuant to Subsection 373.421 (4), F.S., the Governing Board may revoke the Formal Wetland Determination upon a finding that the Petitioner has submitted inaccurate information to the District. The Formal Wetland Determination shall be binding for the stated duration provided physical conditions on the property do not change so as to alter the boundaries of wetlands and other surface waters during that period. Attachment A: Documents depicting the landward extent (boundaries) of wetlands and other surface waters are hereby incorporated into this petition by reference and the Petitioner shall comply with them. Authorized Signature 1 t 1 APPENDIX D Tierra, Inc. Geotechnical Reports I . p 1 TIERRA ' January 9, 2008 TBE Group, Inc. ' 380 Park Place Boulevard, Suite 300 Clearwater, Florida 33759 ' Attn: Mr. Brian Zarlenga, PE RE: Geotechnical Engineering Services Report ' Bella Terra Pinellas County, Florida. Tierra Project No.: 6511 -05 -270 ' Mr. Zarlenga: Tb e Pursuant to your authorization, Tierra, Inc. has completed the geotechnical engineering study for the above referenced project. The results of the study are provided herein. 1 Should there be any questions regarding the report, please do not hesitate to contact our office at (813) 989 -1354. Tierra would be pleased to continue providing geotechnical services throughout the implementation of the project. We look forward to working with you ' and your organization on this and future projects. 0 . Respectfully Submitted, TiiERRA, mrc. Kevi . Lo, P.E. Senior Geotechnical Engineer Florida License No. 56959 i Z- 2S -o`6 Kevin H. Scott, P.E. Geotechnical Engineer Florida License No. 65514 7805 Professional Place • Tampa, FL 33637 Phone (813) 989 -1354 e Fax (813) 989 -1355 F 1 TABLE OF CONTENTS t ' PROJECT DESCRIPTION ................................................................ ..............................1 ProjectInformation ......................................................................... ..............................1 Scope of Services... ...................................................................................................... 1 ' SUBSURFACE CONDITIONS General Site Information ................................................................ ..............................3 Pinellas County Soil Survey ........................................................... ..............................3 Subsurface Conditions ................................................................... ..............................4 Groundwater Information ................................................ ............................... ..............5 ' LABORATORY TESTING ................................................................. ..............................6 General ......................................................................................... ............................... 6 EVALUATION AND RECOMMENDATIONS ..................................... ..............................6 - General .......................................................................................... ..............................6 SitePreparation ............................................................................. ..............................7 Foundation Recommendations ....................................................... ..............................7 Settlement...............:............................................................:........ .....:......................... 8 FloorSlab ....................................................................................... ..............................9 Pavement Considerations ............................ ............................... ... ..............................9 Lateral Earth Pressure .............................10 .................................................................. CONSTRUCTION CONSIDERATIONS ........................................... .............................10 F 1 General......................................................................................... .............................10 Fill Placement and Subgrade Preparation .................................... .............................10 .. ' Structural Fill ................................................................................. .............................12 Excavations................................................................................... .............................13 REPORT LIMITATIONS ................... ................................................ .............................13 APPENDIX ' Boring Location Plan and Soil Profiles ' F 1 Geotechnical Engineering Services Report Bella Terra Pinellas County, Florida Tierra Project No.: 6511 -05 -270 Page 1 of 13 _ PROJECT DESCRIPTION Project Information The project site consists of an approximate 30 acre parcel located south of Gulf to Bay Boulevard and east of Sky Harbor Drive in Clearwater, Florida. Tierra previously submitted a geotechnical engineering services /site feasibility report dated November 15, 2005 for the subject project site. Subsequent to the submittal of the site feasibility report, changes were made to the proposed development including building locations and sizes. The project as we now understand it, consists of the design and construction of one (1) four -story building and nine (9) two -story cottages. It is our understanding that the 4 -story structure will be supported by load bearing walls. Based on the information provided, maximum wall loads. for this structure will be 13 kips per foot. Structural loads for the two -story cottages were not available at the time of this report. However, we have assumed these structures will be supported by load bearing walls with maximum loads less than 3 kips per foot. Based on the provided grading information, it is our understanding that proposed finished grades in the 4 -story building area will be approximately +28 feet NGVD29 with the exception of the garden level located on the east side of the building where proposed finished grades will be +17.5 feet NGVD29. Based on the survey information provided at the boring locations, it appears that approximately 1 foot to 15 feet of fill will be required to establish the proposed finished grades. Proposed finished grades in the areas of the proposed cottages range from approximately +28 feet NGVD to +12 feet NGVD29. Based on the survey information provided at the boring locations performed in the vicinity of the cottages, it appears that up to 6 feet of fill will be required to establish finished grades in these areas. In addition to the proposed structures, the design will include access roads and stormwater swales /ponds. The geotechnical engineering services associated with the proposed swales /ponds are-not included in this report; however, this information should be included in a subsequent report once locations, depths and sizes of the proposed swales /ponds have been established and geotechnical evaluations have been completed. If any of the above site information has changed please notify Tierra so that we may amend this report, if necessary. Scope of Services The objective of our study will be to obtain information concerning subsurface conditions throughout the project site in order base engineering estimates and recommendations in each of the following areas: 1. Feasibility of utilizing shallow foundations and slab on grade for support of the proposed structures. Geotechnical Engineering Services Report Bella Terra Pinellas County, Florida ' Tierra Project No.: 6511 -05 -270 Page 2 of 13 2. Design parameters required for shallow foundation systems including allowable ' bearing pressures, foundation sizes, foundation levels and soil compaction recommendations. 3. General suitability of materials. for use as structural fill, pavement subgrade fill and general backfill. Recommendations for placement and compaction of approved fill materials. 4. General location and description of otentiall deleterious materials discovered p p Y in the borings which may interfere with construction progress, pavement and structure performance, including existing fills or surficial organics. 5. Identification of groundwater levels. 6.. General construction considerations. In order to meet the preceding objectives, we propose to provide the following services: 1. Reviewed readily available published soils and topographic information. This 1 published information was obtained from the appropriate Florida Quadrangle Map published by the United States Geological Survey (USGS) and the Soil Survey of Pinellas County, Florida, published by the United States Department ' of Agriculture (USDA) Soil Conservation Service (SCS). 2. Reviewed the previous "Geotechnical Engineering Services Report — Site Feasibility Study" dated November 15, 2005. Some of the boring data from the previous report has been incorporated into this report. 3. Executed a program of subsurface exploration consisting of borings, subsurface sampling and field. testing. Subsequent to the commencement of this project in November 2007, we performed eight (8) Standard Penetration Test (SPT) borings to depths ranging from approximately 40 to 60 feet below the existing ground surface within the footprint of the proposed four -story building, and four ' (4) SPT borings to depths of approximately 40 feet within the vicinity of the proposed cottages. In addition, we also performed nine (9) auger borings to a depth of approximately 5 feet within the proposed new pavement areas. 4. Collected. four (4) undisturbed (Shelby Tube) samples. 5. Visually classified the samples in the laboratory using the Unified Soil Classification System (USCS). Performed a limited laboratory testing program to confirm the visual classifications. Identified soil conditions at each boring location. 6. Performed two (2) consolidation tests on the undisturbed samples collected from the borings. Geotechnical Engineering Services Report Bella Terra Pinellas County, Florida Tierra Project No.: 6511 -05 -270 Page 3 of 13 7. Collected groundwater level measurements at each of the boring locations. 8. Prepared this geotechnical engineering report in accordance with the scope of services herein that summarizes the course of study pursued, the field and laboratory data generated, subsurface conditions encountered and our engineering recommendations in each of the pertinent topic areas. The scope of our services did not include an environmental assessment for determining the presence or absence of wetlands or hazardous or toxic materials in the soil, bedrock, groundwater, or air, on or below or around this site. The scope of our services did not include determination of the potential for sinkhole_ activity. Any statements in this report or on the boring logs regarding odors, colors, unusual or suspicious items or conditions are strictly for the information of our client. SUBSURFACE CONDITIONS General Site Information The project site is currently occupied by several single story apartment style residential structures along with existing pavement areas. Existing site grades generally slope from the northwest downward towards the southern portion of the site and the creek that is situated along the eastern portion of the property. Based on the "Clearwater, Florida" USGS Quadrangle Map, ground 'elevations at the project site generally range from approximately +0 feet (sea level) to +35 feet National Geodetic Vertical Datum of 1929 (NGVD 29). Pinellas County Soil Survey Based on a review of the Pinellas County Soil Survey, it appears that there are four (4) primary soil- mapping units noted within the vicinity of the project site. The general soil descriptions are presented in the sub - sections and table below, as described in the Soil Survey. Astatula Fine Sand (As) — This unit consists of nearly level to gently sloping sandy soil and is on low ridges and isolated knolls. A seasonal high water table rises above 40 inches during wet periods and then falls below 60 inches. Myakka Fine Sand (MV) — This soil is nearly level and poorly drained. It is on broad plains on the flatwoods. The slope is 0 to 2 percent. In most years, a seasonal high water table fluctuates from the soils surface to a depth of 10 inches for 1 to 4 months and recedes to a depth of 40 inches during prolonged dry periods. Oldsmar Fine Sand (Om) — This is a nearly level, poorly drained soil on broad low ridges in the flatwoods. The water table is at a depth of less than 10 inches for 1 or 2 months during Geotechnical Engineering Services Report Bella Terra Pinellas County, Florida Tierra Project No.: 6511 -05 -270 Page 4 of 13 wet periods and at 10 to 30 inches for 2 to 6 months in most years. Most areas are periodically wet. Placid Fine Sand (Pn) — This is a nearly level, very poorly drained soil in depressions, sloughs, and swamps. The water table is within a depth of 10 inches for 2 to 9 months in most years, and the lowest areas are covered with water for 2 to 6 months. Pinellas County USDA Soil Survey Information USDA Map Unit Soil Classification Permeability (in /hr) pH Seasonal High Groundwater Depth (in) USCS AASHTO Depth (in) Duration (Months) As 0 -80 SP -SM, SP A -3 >20 4:5 -6.0 40 to 60 6 to: 12 My 0 -16. SP, SP -SM A -3 6.3 -20 4.5 -6.5 <10 1 to 4 16 -25 SP -SM, SM A -3, A -2 -4 0.63 -2.0 4.5 -6.5 25 -84 SP -SM, SP A -3 6.3 -20 4.5 -6.5 Om 0 -34 SP A -3 6.3 -20 4.5 -5.5 <10 1 to 2 34 -44 SP -SM, SM A -3, A -2 -4 2.0 -6.3 4.5 -6.5 44 -65 SM -Sc, SC A -2 -6 0.63 -2.0 6.1 -8.4 Pn 0 -17 SP, SP -SM A -3 6.3 -20 .4.5 -5.5 <10 2 to 6 17 -80 SP, SP -SM I A -3 6.3 -20 4.5 -5.5 It should be noted that information contained in the USDA Soil Survey (issued September 1972) may be outdated. Recent development in the project vicinity may have modified existing soils or surface /subsurface drainage, and therefore, this information may not be -� reflective of current subsurface conditions. Subsurface Conditions The subsurface conditions within the footprint of the proposed 4 -story building and nine (9) proposed cottage buildings were explored using twelve (12) SPT borings performed to depths ranging from approximately 40 to 60 feet below the ground.surface. In addition, nine (9) auger borings were performed to a depth of approximately 5 feet below the existing ground surface in the proposed new parking and pavement areas. The borings were located in the field by a representative of Tierra with the aid of handheld Global Positioning System (GPS) equipment. The approximate boring locations are presented on Sheet 1 in the Appendix. �. During our previous site feasibility study performed in November 2005, a total of 15 SPT borings were performed in the project vicinity. We have also included the majority of these borings in this report, as applicable. The approximate boring locations are also presented on Sheet 1 in the Appendix. 1 ' Geotechnical Engineering Services Report Bella Terra Pinellas County, Florida ' Tierra Project No.: 6511 -05 -270 Page 5 of 13 The SPT borings were performed with the use of truck - mounted drill rigs using Bentonite Mud drilling procedures. The soil sampling was performed in general accordance with American Society for Testing and Materials (ASTM) Test Designation D -1586 titled "Penetration Test and Split- Barrel Sampling of Soils." SPT resistance N- values were taken continuously in the initial 10 feet and at intervals of 5 feet thereafter. In some of the SPT borings, the upper 4 feet, were performed with a hand auger to detect any near surface ' underground utilities which may be present. The auger borings were performed by manually twisting a bucket auger into the ground typically in 6 inch increments. The soil samples were classified in the field and transported to our laboratory for review. I The soil strata encountered in the borings performed at the proposed development are summarized in the following table: Stratum Number Soil Description USCS Light Gray to Dark Brown to Tan Fine SAND to SAND With Silt SP /SP -SM 2 Light Gray to Brown Clayey Fine SAND Sc 3 Light Green to Gray CLAY CH /GL 4 Gray to Green Gray to Brown Silty Fine SAND SM 5 Highly Weathered LIMESTONE -- * 6 Dark Brown Sand with some Organics and Clay FILL *The USCS does not have. classification for Limestone. The subsurface soil stratification is of a generalized nature to highlight the major subsurface stratification features and material characteristics. The soil profiles included in the Appendix should be reviewed for specific information at individual boring. locations. These profiles include soil descriptions, stratifications and penetration resistances. The stratifications shown on the boring profiles represent the conditions only at the actual boring locations. Variations may occur and should be expected between boring locations. The stratifications represent the approximate boundary between subsurface materials and the actual transition may be gradual. Groundwater Information The groundwater levels were measured in several of the borings at elevations of approximately +29 feet to +5 feet NGVD29. The fluctuation can be attributed to the significant changes in the site grades. In some of the borings, groundwater levels were not apparent due to the drilling methods utilized and the clay soils present onsite. The presence of the clayey substrata will allow surface water to perch above the clayey soils. Perched groundwater conditions will occur following significant rain events with surface water and groundwater more evident at natural collection areas and lower elevations. The groundwater can mound at elevations relative to the depth of the confining clay layers. It should be noted that groundwater levels tend to fluctuate during periods of prolonged drought and extended rainfall and may be affected by man -made influences. In addition, a Geotechnical Engineering Services Report Bella Terra Pinellas County, Florida 1 Tierra Project No.: 6511 -05 -270 Page 6 of 13 seasonal effect will also occur in which higher groundwater levels are normally recorded in rainy seasons. If more accurate groundwater levels are required, temporary piezometers will need to be installed and monitored over a period of at least two weeks. LABORATORY TESTING General Representative soil samples collected from the borings were classified and stratified in general accordance with the USCS Soil Classification System. Our classification was based on visual observations, using the results from the laboratory testing as confirmation. These tests included grain -size analyses, Atterberg Limits, and natural moisture content ' and organic content determinations. In addition, consolidation tests were performed on undisturbed samples obtained from the borings to evaluate the potential for long -term consolidation of the clayey soils encountered at this site. The following list summarizes the i laboratory tests performed by type and number: • Grain -Size Analysis 13 • Atterberg Limits 16 • Natural Moisture Content 21 m Organic Content 3 • Consolidation Tests 2 Summarized laboratory test results are presented with the soil profiles in the Appendix. EVALUATION AND RECOMMENDATIONS General Based on our understanding of the proposed loads and finished site grades, the foundations and floor slabs may bear on sandy soils placed and compacted as described in the subsequent sections of this report. The results of the borings generally indicate that the native soils will provide adequate support for the proposed fill heights and the lightly loaded shallow foundation systems when prepared in accordance with the recommendations provided herein. However, clay soils were encountered at depths as shallow as near the existing grades to 12 feet below existing grades. Laboratory tests indicate that these soils may shrink/swell when exposed to varying moisture conditions. Depending on final grades and proposed excavation depths, these soils may require overexcavation and replacement with approved fill soils in order to reduce the potential effects of shrink/swell cycles. The building pad area for the proposed structures along with the proposed pavement areas will require proper site preparation before development including establishment and verification of the recommended clearances between finished elevations and the top of the clay layer. Our recommendations for site preparation, foundation design criteria, Geotechnical Engineering Services Report Bella Terra Pinellas County, Florida Tierra Project No.: 6511 -05 -270 Page 7of13 settlement, floor slabs and construction considerations are presented in the following report sections. Site Preparation Prior to construction, the location of any existing underground utilities within the ' construction area should be established. Material suitable for re -use may be stockpiled, however, any material stockpiled for re -use shall be tested for conformance to material specifications as indicated in the following sections of this report. Provisions should then be made to relocate any interfering utility lines within the construction area to appropriate locations and backfilling the resulting excavations with compacted structural fill. In this regard, it should be noted that if abandoned underground pipes are not properly removed or plugged, they might serve as conduits for subsurface erosion, which subsequently may result in excessive settlement. -� As a minimum, it is recommended that the clearing operations extend to the depth needed to remove material considered deleterious at least 5 feet beyond the proposed development area. Deleterious materials to be removed include roots, organics, pavement and structure remnants (including existing foundations, slabs, or any underground utilities), stumps or other buried debris. Clay soils were encountered in the borings beginning at depths ranging from approximately near the existing grades to 12 feet below existing grades. Care should be taken to avoid disturbing the clay soils. In addition, if clay soils are encountered in excavations, surface water should be diverted to avoid contact with the exposed clay layer. If soft/yielding clay soils are encountered during construction, they should be overexcavated to firm underlying soils and the resulting excavations backfilled with approved compacted fill soils. Fill placement and subgrade preparation recommendations are presented in the "Construction Considerations" Section of this report. Foundation Recommendations Based on our evaluation and analyses, the soils encountered in the borings should be capable of supporting the proposed structural loads on shallow foundations after proper subgrade preparation, including vibratory surface compaction. Based on the anticipated construction and proposed loading conditions, field results indicate shallow foundations may be designed for a net maximum .allowable bearing pressure of 2,500 psf. The foundation and floor slab should bear on properly placed and compacted cohesionless (sand) structural fill. The existing near surface sandy soils should be improved by compaction after clearing operations to improve foundation support and reduce total and differential settlement. Compaction criteria are presented under the Construction Considerations Section of this report. ' Geotechnical Engineering Services Report Bella Terra Pinellas County, Florida Tierra Project No.: 6511 -05 -270 Page 8 of 13 All footings should be embedded so that the bottoms of the foundations are a minimum of ' 18 inches below adjacent compacted grades on all sides. In addition, the bottom elevation of the foundations should be established at least three (3) feet above the clay soils. Strip ' or wall footings should be a minimum of 18 inches wide and pad or column footings should be a minimum of 30 inches wide. The minimum footing sizes should be used regardless of whether or not the foundation loads and allowable bearing pressures dictate a smaller size. These minimum footing sizes tend to provide adequate bearing area to develop bearing capacity and account for minor variations in the bearing materials. All footings should be constructed in a dry fashion. All footing excavations should be covered during rain events. Uncovered excavations may become oversaturated and difficult to compact during rain events. Surface run -off water should be drained away from the excavations and not allowed to pond. It is important that the structural elements be centered on the footings such.that the load is transferred evenly unless the footings are proportioned for eccentric loads. 1 During foundation construction, each foundation excavation should be inspected to confirm the proper clearance between the bottom of the foundation and the clay soils. If clay is observed within three (3) feet of the proposed bottom of footing elevation, then the clay soils should be overexcavated to provide the recommended clearance. The proposed bottom of footing elevation should be re- established by backfilling with at least 12 inches of approved compacted fill. When excavating footings adjacent to existing footings, the depth of the bottom excavation should not exceed the depth of the bottom of the existing footing. Where excavation exceeds the depth of an isolated footing, the excavation should be performed at a minimum spacing of a line drawn at a 2H:1 V slope from the bottom of the excavation toward the existing footing (the excavation should not be closer than twice the difference of the depth. of the existing and proposed isolated footing bottom elevations). Where excavation exceeds the depth of a continuous footing, the footing should be excavated in i sections, as necessary to maintain stability of the continuous footing. Settlement Provided the recommended site preparation operations are properly performed and the recommendations previously stated are utilized,.the total settlement of wall footings should not exceed approximately 1 inch. Based on the consolidation tests performed, long -term settlement due to the consolidation of the clay soils encountered in the borings is anticipated to be on the order of /4 inch to' /2 inch. The majority of the expected settlement (i.e. short-term settlement) should occur during construction as dead loads are imposed. Differential settlement is estimated to be on the order of 1 -inch per 100 feet of wall footing (0.0008 inches per inch of wall footing). The Structural Engineer should design the placement and size of reinforcement steel with regards to the anticipated maximum total and differential settlement. If final loading conditions differ from the loads assumed above, Tierra should be given the opportunity to review and amend (if .necessary) our Irecommendations. ' Geotechnical Engineering Services Report Bella Terra Pinellas County, Florida Tierra Project No.: 6511 -05 -270 Page 9 of 13 Floor Slab The proposed floor slabs should not be rigidly connected to any existing floor slab, and may be safely supported as a slab -on -grade provided any undesirable materials are removed and replaced with controlled structural fill. The Stratum 3 clay soils are high plastic and have the potential for shrinking /swelling under varying moisture fluctuations. In this regard, the proposed floor slabs should not bear within three (3) feet of the clay soils (Stratum 3) encountered in the borings. It is also recommended that the floor slab bearing soils be covered by a lapped polyethylene sheeting in order to minimize the potential for floor dampness which can affect the performance of glued tile and carpet (if any are used). This membrane should consist of a minimum six (6) mil single layer of non - corroding, non - deteriorating sheeting material placed to minimize seams and to cover all of the soil below the building floor. This membrane should be cut in a cross shape for pipes or other penetrations; the membrane should extend to within one -half inch of all pipes or other penetrations. All seams of the membrane should be lapped at least 12 inches. Punctures or tears in the membrane should be repaired with the same or compatible material. Pavement Considerations 1 I n general, following the completion of the recommende d clearing and grading operations and fill placement, the compacted fill and natural shallow sandy soils should be acceptable for construction and support of a flexible (limerock, crushed concrete, or shell base) type pavement section. However, due to the shrink/swell potential of the clayey soils (Stratum 3) encountered in several of the borings performed across the site, pavement grades will need to be established to allow for at least 24 inches between the bottom of the proposed base layer and the clayey soils. If this is not possible, then excavation of the clayey soils will be required to establish the required separation. Any fill utilized to elevate the cleared pavement areas to subgrade elevation should consist of reasonably clean (maximum 12% passing #200 sieve sizes) fine sands uniformly compacted to a minimum depth of 12 inches to a minimum density of 98% of the modified Proctor maximum dry density. In flexible pavement areas we recommend 12 inches of ' Type B stabilized subgrade (LBR = 40 %) below the base course. Traffic should not be allowed on the subgrade as the base is placed to avoid rutting. The subgrade should be checked for soundness and be true to line and grade prior to the placement of the base course. The choice of pavement base type will depend on final pavement grades. If a minimum separation of 18 inches between the bottom of the base and the seasonal high groundwater level is obtained, then a limerock, shell, or crushed concrete base can be utilized. A soil cement base should be utilized if the separation between final grade and ' the seasonal high groundwater is a minimum of 12 inches and less than 18 inches. Base material elevations should not be designed for saturated conditions. If the designer wishes to have base material closer than 12 inches to the SHGWT, then an uhderdrain system should be utilized that will maintain the 12 inches of separation. Limerock and shell base material should meet Florida Department of Transportation (FDOT) requirements including Geotechnical Engineering services Report Bella Terra . Pinellas County, Florida ' Tierra Project No.: 6511 -05 -270 Page 10 of 13 compaction to a minimum density of 98% of the Modified Proctor maximum dry density and a minimum Limerock Bearing Ratio (LBR) of 100 %. Crushed concrete should be graded in accordance with FDOT Standard Specification Section 901 -5: As a guideline for pavement design, we recommend that the base course be a minimum of 6 inches thick in parking ' areas and 8 inches thick in heavily traveled drives. Before paving, the base should be checked for soundness. The asphaltic concrete structural course should consist of at least one and one -half (1 Y2) inches of Type S or SP asphaltic concrete material. The asphaltic concrete should meet standard FDOT material requirements and placement procedures as outlined in the current FDOT Standard Specifications for Road and Bridge Construction. ' Actual pavement section thickness should be provided by the design civil engineer based on traffic loads, volume, and the owners design life requirements. The above sections represent minimum thicknesses representative of typical load and construction practices -' and as such periodic maintenance should be anticipated. All pavement materials and construction procedures should conform to the FDOT or appropriate city or county requirements. Lateral Earth Pressure Based on the borings, the upper soils at the site consist primarily of sandy soil with loose to medium dense relative densities. For drained loading conditions, lateral earth pressure coefficients may be taken as 0.5 at -rest, 0.33 for active pressure, and 3.0 for passive pressure. Assuming a moist soil weight of 110 pcf, then equivalent fluid pressures of 55 pcf, 36.3 pcf, and 330 pcf may be used for the at -rest, active, and passive earth pressure cases. A coefficient of sliding friction of 0.36 is recommended CONSTRUCTION CONSIDERATIONS General It is recommended Tierra be retained to provide observation and testing of construction activities involved in the foundation earthwork, and related activities of this project. Tierra cannot accept any responsibility for any conditions, which deviate from those described -in this report, if not engaged to provide construction observation and testing for this project. Fill Placement and Subgrade Preparation The following are our recommendations for overall site preparation and mechanical densification work for the construction of the proposed improvements based on the anticipated construction and our test boring results. These recommendations should be used as a guideline for the project general specifications prepared by the design engineer. 1. The site should be cleared; this primarily includes removing any deleterious materials currently on the site. It is recommended that any unsuitable material be ' Geotechnical Engineering Services Report Bella Terra Pinellas County, Florida Tierra Project No.: 6511 -05 -270 Page 11 of 13 removed to the satisfaction of Tierra prior to beginning construction at the site. It is rimportant that tree stumps and pavement and structure remnants be removed in their entirety. Resulting excavations should be backfilled with compacted structural fill. As a minimum, it is recommended that the clearing operations extend at least five (5) feet beyond the development perimeters. 2. Following the clearing operations, the exposed existing subgrade should be evaluated and proofrolled as directed by representatives of Tierra to confirm that all unsuitable materials have been removed. The proofrolling should consist of compaction using a fully loaded 2 cubic yard capacity front end loader or equivalent. 3. Careful observations should be made during proofrolling to help Identify any areas 1 of soft yielding soils that may require over excavation and replacement. Priorto any field operations, we' recommend that a survey be performed (including pictures and /or video) of the existing structures (including utilities) located adjacent to the proposed construction. Documentation should be made of anyfoundation problems or cracking noted by the owners and the survey crews. It is also recommended that a follow -up photographic survey be performed after the construction activities. 4. The proofrolling equipment should make a minimum of eight (8) overlapping passes over the structure and pavement areas with the successive passes aligned perpendicular. It is recommended that within the building area, the natural ground, to a minimum depth of one (1) foot below stripped grade, be compacted to a dry density of at least 98% of the modified Proctor maximum dry density. In areas ' where clay soils are exposed during grading, these areas may be compacted with a sheeps -foot roller 5. Following satisfactory completion of the initial compaction, the structure and pavement areas may be brought up to finished subgrade levels, if needed, using structural fill. Imported fill should consist of fine sand with less than 12% passing the No. 200 sieve, free of rubble, organics, clay, debris and other unsuitable material. Fill should be tested and approved prior to_ acquisition. Approved sand fill should be placed in loose lifts not exceeding 12 inches in thickness and should be compacted to a minimum density of 98% of the modified Proctor maximum dry density. Density tests to confirm compaction should be performed in each fill lift before the next lift is placed. ' 6. Prior to beginning compaction, soil moisture contents may need to be controlled in g 9 p Y order to facilitate proper compaction. If additional moisture is necessary to achieve compaction objectives, then water should be applied in such a way that it will not cause erosion or removal of the subgrade soils. Moisture content within the percentage range needed to achieve compaction is recommended prior to compaction of the natural ground and fill. 7. After compaction and proofrolling, the building foundation excavations can begin. ' Foundation excavations should be observed by the geotechnical engineer or a ' Geotechnical Engineering Services Report Bella Terra Pinellas County, Florida Tierra Project No.: 6511 -05 -270 Page 12 of 13 representative to explore the extent of any loose, soft, or otherwise unsuitable ' materials and to confirm the recommended clearance to the clay stratum, if present. If the foundation excavations appear suitable as load bearing materials, the bottom of the foundation excavations should be compacted to a minimum density of 98% of ' the modified Proctor maximum dry density for a minimum depth of one (1) foot below the bottom of the footing depth, as determined by field density compaction ' tests. 8. If soft pockets are encountered in the footing excavations, the unsuitable materials should be removed and the proposed footing elevation may be re- established by backfilling. This backfilling may be done with a very lean concrete or with a well - compacted, suitable fill such as clean sand, gravel, or crushed MOT No. 57 or FDOT No. 67 stone. Sand backfill should be compacted to a minimum density of ' 98% of the modified Proctor maximum dry density. -' 9. Immediately prior to reinforcing steel placement, it is suggested that the bearing surfaces of all footing and floor slab areas be compacted using hand operated mechanical tampers. In this manner, any localized areas, which have been 1 loosened by excavation operations, should be adequately re- compacted. 10. Backfill soils placed adjacent to footings orwalls should be carefully compacted with a light rubber -tired roller or vibratory plate compactorto avoid damaging the footings or walls. Approved sand fills to provide foundation embedment constraint should be placed in loose lifts not exceeding 6 inches and should be compacted to a minimum density of 95% of the modified Proctor maximum dry density. Tierra should be retained to provide on -site observation of earthwork and ground modification activities. Density tests should be performed in the top one (1) foot of compacted existing ground, each fill lift, and the bottom of foundation excavations. It is important that Tierra be retained to observe that the subsurface conditions are as we have discussed herein, and that foundation construction ground modification and fill placement are in accordance with our recommendations. Structural Fill All materials to be used for structural fill or backfill should be evaluated and, if necessary, tested by Tierra prior to placement to determine if they are suitable for the intended use. Suitable fill materials should consist of fine to medium sand with less than 12% passing the No. 200 sieve, free of rubble, organics, clay, debris and other unsuitable material. In general, the majority of the fine sands (Stratum 1, SP /SP -SM), can be moved and used for grading purposes, site leveling, general engineering fill, structural fill and backfill in other areas, provided the fill is free of organic materials,. clay, debris or any other material deemed unsuitable for construction. All fill should be placed in accordance with the Irecommendations provided in this report. ' Geotechnical Engineering Services .Report Bella Terra Pinellas County, Florida Tierra Project No.: 6511 -05 -270 Page 13 of 13 Excavations In Federal Register, Volume 54, No. 209 (October 1989), the United States Department of ' Labor, Occupational Safety and. Health Administration (OSHA) amended its "Construction Standards for Excavations, 29 CFR, Part 1926, Subpart P ". This document was issued to better ensure the safety of workmen entering trenches or excavations. It Is mandated by this federal regulation that excavations, whether they be utility trenches, basement excavations or footing excavations, be constructed in accordance with the current OSHA guidelines. It is our understanding that these regulations are being strictly enforced and If they are not closely followed, the owner and the contractor could be liable for substantial penalties. ' The contractor is solely responsible for designing and constructing stable, temporary excavations and should shore, slope, or bench the sides of the excavations as required to maintain stability of both the excavation sides and bottom. The contractors "responsible ' persons ", as defined in 29 CFR Part 1926, should evaluate the soil exposed in the excavations as part of the contractor's safety procedures. In no case should slope height, slope inclination, or excavation depth, including utility trench excavation depth, exceed 1 those specified in all local, state, and federal safety regulations. We are providing this information solely as a service to our client. Tierra does not assume ' responsibility for construction site safety or the contractor's or other party's compliance with local, state, and federal safety or other regulations. REPORT LIMITATIONS The analyses, conclusions and recommendations contained in this report are professional opinions based on the site conditions and project layout described herein and further assume that the conditions observed in the exploratory borings are representative of the subsurface conditions throughout the site, i.e., the subsurface conditions elsewhere on the site are the same as those disclosed by the borings. If, during. construction, subsurface conditions different from those encountered in the exploratory borings are observed or ' appear to be present beneath excavations, we should be advised at once so that we can review these conditions and reconsider our recommendations where necessary. This report was prepared for the exclusive use of TBE Group, Inc. for evaluating the design of the project as it relates to the geotechnical aspects discussed herein. It should be made available to prospective contractors for information on factual data only and not as a warranty of subsurface conditions included in this report. Unanticipated soil conditions may require that additional expense be made to attain a properly constructed project. Therefore, some contingency fund is recommended to accommodate such potential extra ' costs. APPENDIX ' Boring Location Plan and Soil Profiles 1. L 1 35 30 25 20 15 10 5 0 z z w 0 w LL z z 0 5 a w -10 -15 -20 -25 -30 -35 -40 t ' SOIL PROFILES B -20 ** B -21 ** B -22 ** B -23 ** DRAWN BY: APPROVED BY: ENGINEER OF RECORD: SW KHS KEVIN H. SCOTT, P.E. FLORIDA LICENSE NO.: CHECKED BY: DATE: 65514 JRA JAN 2008 11 \2005 Files 6511.05 -270 CADD 6511.0 - \ \ \ 5 270.dwg, 507E PROFILES (3), 1/9/2008 7:18:44 PM E NMC =27.7 B -24 ** N I 4 26 19 50 B -25 ** B -26 ** N I GNA NMC =16.3 7 �J OWN PI =11 14 FOR O 14 �j . 11 NMC =42.0 LL =87 4 O PI =62 7 /R, eo =1.213 Cs =0.074 %% 15 %% O %j . 25 O 4 26 19 50 B -25 ** B -26 ** N I GNA NMC =16.3 7 �J LL =26 PI =11 14 j% O 14 �j . 11 NMC =42.0 LL =87 4 O PI =62 eo =1.213 Cs =0.074 %% 15 %% O %j . 25 O 4 / 2 24 O 40 78 TIERR .)♦ SCALE: 7805 Professional Place NOTED Tampa, Florida 33637 Phone: 813- 989 -1354 Fax:613.989 -1355 FL CerL No.: 6486 B -27 PROJECT NUMBER: 6511 -05 -270 LEGEND LIGHT GRAY TO DARK BROWN TO TAN FINE SAND OTO FINE SAND WITH SILTS (SPISP -SM) LIGHT GRAY TO BROWN CLAYEY FINE SAND (SC) 35 O /� ® LIGHT GREEN TO GRAY CLAY (CH /CL) 30 (� 25 Oq GRAY TO GREEN GRAY TO I BROWN SILTY FINE SAND (SM) ® HIGHLY WEATHERED LIMESTONE 20 O 15 O ® DARK BROWN SAND WITH SOME ORGANICS AND CLAY (FILL) 10 A- WITH CEMENTED SANDS B- WITH LIMESTONE FRAGMENTS 5 C- WITH SHELL GROUNDWATER TABLE c� ? SP UNIFIED SOIL CLASSIFICATION SYSTEM (ASTM D 2488) 0 w GROUP SYMBOL AS DETERMINED BY VISUAL REVIEW U- K- ' GNE GROUNDWATER TABLE NOT ENCOUNTERED z 0 -5 a GNA GROUNDWATER NOT APPARENT DUE TO DRILLING J METHOD USED w -10 50 /4 NUMBER OF BLOWS FOR 4 INCHES OF PENETRATION 100 LOSS OF CIRCULATION OF DRILLING FLUID (100 %) -15 CASING NGVD NATIONAL GEODETIC VERTICAL DATUM OF 1929 -20 * BORINGS PERFORMED NOV 2005 ** BORINGS PERFORMED NOWDEC 2007 -25 -200 PERCENT PASSING NO. 200 SIEVE NMC NATURAL MOISTURE CONTENT ( %) -30 OC ORGANIC CONTENT( %) LL LIQUID LIMIT ( %) -35 PI PLASTICITY INDEX Cs SWELL INDEX 4 -40 2D INITIAL VOID RATIO I GEOTECHNICAL ENGINEERING SERVICES BELLA TERRA SHEET 4 PINELLAS COUNTY, FLORIDA 35 30 25 20 15 10 5 a z w 0 W Z z O 5 w -10 -15 -20 -25 -30 -35 -40 B -11 N I ZH �B O mm• B -12* N I HA-- 5z HA 5 ..:. 15 B -13 N I DRAWN BY: APPROVED BY: ENGINEER OF RECORD: SW KHS KEVIN H. SCOTT, P.E. FLORIDA LICENSE NO.: CHECKED BY: DATE: 65514 JRA JAN 2008 511 \2005 Fles\ 6511 -05- 270 \CADD \6511- 05.270.dwg, SOIL PROFILES 2), 119/2008 7:18:29 PM 34 3B 39 SOIL PROFILES B -16 ** B -17 ** T IERRA rofessional Piaee , Florida 33637 p hone813- 989 -1354 Fax:813. 989.1355 : No.: 6486 B -18 ** N I GNA HA `i NMC =13.2 HA %/ O LL =32 %/ P1 =i3 13 14 10 VON RIMINI mI NMI mm NMI SCALE: NOTED B -19 ** N I GNA ® O . 1�■ gym• Nom ■ mm m PROJECT NUMBER: 6511 -05 -270 LEGEND s LIGHT GRAY TO DARK BROWN TO TAN FINE SAND O TO FINE SAND WITH SILTS (SP /SP -SM) t LIGHT GRAY TO BROWN CLAYEY FINE SAND (SC) I 35 O ® LIGHT GREEN TO GRAY CLAY (CH /CL) ' 3 30 I O I GRAY TO GREEN GRAY TO 25 I BROWN SILTY FINE SAND (SM) O ® HIGHLY WEATHERED LIMESTONE 20 i O ® DARK BROWN SAND WITH SOME 6 is ORGANICS AND CLAY (FILL) 10 A- WITH CEMENTED SANDS 8- WITH LIMESTONE FRAGMENTS C - WITH SHELL 5 Q GROUNDWATER TABLE zi SP UNIFIED SOIL CLASSIFICATION SYSTEM (ASTM D 2488) 0 F I GROUP SYMBOL AS DETERMINED BY VISUAL REVIEW W w I GNE GROUNDWATER TABLE NOT ENCOUNTERED z s O GNA GROUNDWATER NOT APPARENT DUE TO DRILLING > METHOD USED w w 50/4 NUMBER OF BLOWS FOR 41NCHES OF PENETRATION -10 4j-00 LOSS OF CIRCULATION OF DRILLING FLUID (100 %) 15 I I CASING NGVD NATIONAL GEODETIC VERTICAL DATUM OF 1929 -20 * BORINGS PERFORMED NOV 2005 ** BORINGS PERFORMED NOVIDEC 2007 -25 -200 PERCENT PASSING NO. 200 SIEVE NMC NATURAL MOISTURE CONTENT ( %) t -30 OC ORGANIC CONTENT( %) LL LIQUID LIMIT ( %) I PI PLASTICITY INDEX -35 Cs SWELL INDEX eo INITIAL VOID RATIO -40 i a i GEOTECHNICAL ENGINEERING SERVICES BELLA TERRA SHEET 3 PINELLAS COUNTY, FLORIDA i HA I O HA 17 i Q 15 / 20 % 14 16 / ONMC - 200 =87.6 =53.1 13 LL =94 8 PI =64 3 O 34 5014 DRAWN BY: APPROVED BY: ENGINEER OF RECORD: SW KHS KEVIN H. SCOTT, P.E. FLORIDA LICENSE NO.: CHECKED BY: DATE: 65514 JRA JAN 2008 511 \2005 Fles\ 6511 -05- 270 \CADD \6511- 05.270.dwg, SOIL PROFILES 2), 119/2008 7:18:29 PM 34 3B 39 SOIL PROFILES B -16 ** B -17 ** T IERRA rofessional Piaee , Florida 33637 p hone813- 989 -1354 Fax:813. 989.1355 : No.: 6486 B -18 ** N I GNA HA `i NMC =13.2 HA %/ O LL =32 %/ P1 =i3 13 14 10 VON RIMINI mI NMI mm NMI SCALE: NOTED B -19 ** N I GNA ® O . 1�■ gym• Nom ■ mm m PROJECT NUMBER: 6511 -05 -270 LEGEND s LIGHT GRAY TO DARK BROWN TO TAN FINE SAND O TO FINE SAND WITH SILTS (SP /SP -SM) t LIGHT GRAY TO BROWN CLAYEY FINE SAND (SC) I 35 O ® LIGHT GREEN TO GRAY CLAY (CH /CL) ' 3 30 I O I GRAY TO GREEN GRAY TO 25 I BROWN SILTY FINE SAND (SM) O ® HIGHLY WEATHERED LIMESTONE 20 i O ® DARK BROWN SAND WITH SOME 6 is ORGANICS AND CLAY (FILL) 10 A- WITH CEMENTED SANDS 8- WITH LIMESTONE FRAGMENTS C - WITH SHELL 5 Q GROUNDWATER TABLE zi SP UNIFIED SOIL CLASSIFICATION SYSTEM (ASTM D 2488) 0 F I GROUP SYMBOL AS DETERMINED BY VISUAL REVIEW W w I GNE GROUNDWATER TABLE NOT ENCOUNTERED z s O GNA GROUNDWATER NOT APPARENT DUE TO DRILLING > METHOD USED w w 50/4 NUMBER OF BLOWS FOR 41NCHES OF PENETRATION -10 4j-00 LOSS OF CIRCULATION OF DRILLING FLUID (100 %) 15 I I CASING NGVD NATIONAL GEODETIC VERTICAL DATUM OF 1929 -20 * BORINGS PERFORMED NOV 2005 ** BORINGS PERFORMED NOVIDEC 2007 -25 -200 PERCENT PASSING NO. 200 SIEVE NMC NATURAL MOISTURE CONTENT ( %) t -30 OC ORGANIC CONTENT( %) LL LIQUID LIMIT ( %) I PI PLASTICITY INDEX -35 Cs SWELL INDEX eo INITIAL VOID RATIO -40 i a i GEOTECHNICAL ENGINEERING SERVICES BELLA TERRA SHEET 3 PINELLAS COUNTY, FLORIDA i SOIL PROFILES DRAWN BY: SW APPROVED BY: KHS B -1* B -2* FLORIDA LICENSE NO.: B -4* DATE 65514 B -5* B -6* 35 ' N GREEN TO GRAY CLAY (CHICL) N 7: \6511\2005 Fles\ 6511- 05- 270\CADD \6511- 05- 27D.dwg, SOIL PROFILES (1), 1/92008 7:18:14 PM , GNE N OFM GRAY TO GREEN GRAY TO N BROWN SILTY FINE SAND (SM) 30 N 30 5 O® HIGHLY WEATHERED LIMESTONE 25 1 1 J O ® DARK BROWN SAND WITH SOME ORGANICS AND CLAY (FILL) 20 2D A- WITH CEMENTED SANDS 15 i B- WITH LIMESTONE FRAGMENTS HA , ,', WITH SHELL 10 w z Q GROUNDWATER TABLE zz 'SP UNIFIED SOIL CLASSIFICATION SYSTEM (ASTM D 2488) HA ..:. O W D GNE d GROUNDWATER TABLE NOT ENCOUNTERED 7HA GNA O HA ... 1 I 5014 25 SHA ... OHA 4f-00 LOSS OF CIRCULATION OF DRILLING FLUID (100 9/6) 14 I I CASING SZHA NIGVD 1A -15 * 1 22 I... ** I 15 20 1 -200 PERCENT PASSING NO. 200 SIEVE O 7 i 4 O 4 1 l I I 4 LIQUID LIMIT ( %) 20 19 Cs HA i eD 1 8 GEOTECHNICAL ENGINEERING SERVICES 11 TERRA SHEET 2 I-INELLAS COUNTY, FLORIDA 19 O 2 14 j 2 O - 200 =89.3 HA ' % 15 �% NMC =52.2 S 15 18 / LL =106 HA o 19 P1 =71 7 z 5 200 =78.8 3 O 10 10 Lu 10 NMC =36.4 23 z o LL =65 PI =34 32 O3 O g O 14 a > 5 32 56 w w 34 8 35 3 O 5 015 0 39 32 58 36 -5 42 70 -10 5015 15 -20 DRAWN BY: SW APPROVED BY: KHS ENGINEER OF RECORD: KEVIN H. SCOTT, P.E. ' FLORIDA LICENSE NO.: CHECKED BY. DATE 65514 JRA JAN 2008 LIGHT GRAY TO BROWN CLAYEY FINE SAND (SC) ' GLIGHT GREEN TO GRAY CLAY (CHICL) 35 7: \6511\2005 Fles\ 6511- 05- 270\CADD \6511- 05- 27D.dwg, SOIL PROFILES (1), 1/92008 7:18:14 PM , B -7* N HA ••• SHA I B -8 N I HA;•'•• O .• 1 SHA 4 ; �/. // O6 . /� T IERRA rofessional Place Tampa, Florida 33637 Phone: 813- 989 -1354 Fax: 813.989 -1355 FL Cert No.: 6486 B -9 * B -10* SZ 27 • HA O O HA ... g 3 33 2 7 10 50/4 27 O 34 27 / 28 16 SCALE: NOTED PROJECT NUMBER: 6511 -05 -270 I ' LEGEND r Oq • • . LIGHT GRAY TO DARK BROWN TO TAN FINE SAND TO FINE SAND WITH SILTS (SPISP -SM) 1 2? LIGHT GRAY TO BROWN CLAYEY FINE SAND (SC) GLIGHT GREEN TO GRAY CLAY (CHICL) 35 �l OFM GRAY TO GREEN GRAY TO I BROWN SILTY FINE SAND (SM) 30 5 O® HIGHLY WEATHERED LIMESTONE 25 1 1 J O ® DARK BROWN SAND WITH SOME ORGANICS AND CLAY (FILL) 20 2D A- WITH CEMENTED SANDS 15 i B- WITH LIMESTONE FRAGMENTS ? C- WITH SHELL 10 w z Q GROUNDWATER TABLE zz 'SP UNIFIED SOIL CLASSIFICATION SYSTEM (ASTM D 2488) 5 e GROUP SYMBOL AS DETERMINED BY VISUAL REVIEW W D GNE d GROUNDWATER TABLE NOT ENCOUNTERED GNA GROUNDWATER NOT APPARENT DUE TO DRILLING 0 METHOD USED I 5014 NUMBER OF BLOWS FOR 4 INCHES OF PENETRATION -5 4f-00 LOSS OF CIRCULATION OF DRILLING FLUID (100 9/6) -10 I I CASING NIGVD NATIONAL GEODETIC VERTICAL DATUM OF 1929 -15 * 1 BORINGS PERFORMED NOV 2005 ** I BORINGS PERFORMED NOVIDEC 2007 20 1 -200 PERCENT PASSING NO. 200 SIEVE NMC NATURAL MOISTURE CONTENT ( %) iOC ORGANIC CONTENT ( %) LL LIQUID LIMIT ( %) PI PLASTICITY INDEX Cs SWELLINDEX i eD 1 INITIAL VOID RATIO GEOTECHNICAL ENGINEERING SERVICES BELLA TERRA SHEET 2 I-INELLAS COUNTY, FLORIDA 1 t t NOTE: BASE MAP PROVIDED BY TBE GROUP, INC. BORING LOCATION PLAN 0 200' t PLAN SCALE T IERRA SCALE: rofessional Place NOTED , Florida 33637 : 813- 989 -1354 Fax: 813- 989 -1355 FL Cert. No.: 6486 LEGEND �F APPROXIMATE LOCATION OF SOIL BORING PROJECT NUMBER- GEOTECHNICAL ENGINEERING SERVICES 6511 -05 -270 BELLA TERRA PINEI_LAS COUNTY, FLORIDA SHEET DRAWN BY: APPROVED BY: ENGINEER OF RECORD: SW KHS KEVIN H. SCOTT, P.E. FLORIDA LICENSE NO.: CHECKED BY: DATE: 6551 A VJJ Y JRA JAN 2008 ]: \6511\20D5 Files\ 6511.05- 270 \CADD \6511- 05.270.dwg, BORING LOCATION PLAN, 2/252008 2:58:15 PM BORING LOCATION PLAN 0 200' t PLAN SCALE T IERRA SCALE: rofessional Place NOTED , Florida 33637 : 813- 989 -1354 Fax: 813- 989 -1355 FL Cert. No.: 6486 LEGEND �F APPROXIMATE LOCATION OF SOIL BORING PROJECT NUMBER- GEOTECHNICAL ENGINEERING SERVICES 6511 -05 -270 BELLA TERRA PINEI_LAS COUNTY, FLORIDA SHEET � TIERRA ' February 25, 2008 TBE Group, Inca ' 380 Park Place Boulevard, Suite 300 Clearwater, Florida 33759 ' Attn: Mr. Brian Zarlenga, PE RE: Geotechnical Engineering Services Report Bella Terra — Proposed Ponds Pinellas County, Florida Tierra Project No.: 6511 -05 -270 Mr. Zarlen g a: ' Pursuant to your authorization, Tierra, Inc. has completed the geotechnical engineering study for the above referenced project. The results of the study are provided herein. Should there be any questions regarding the report, .please do not hesitate to contact our office at (813) 989 -1354. Tierra would be pleased to continue providing geotechnical services throughout the implementation of the project. We look forward to working with you ' and your organization on this and future projects. Respectfully Submitted, TIERRA, iNc. z-^ Z 5 ' Henri V. Jean, P.E. _ Kevin H. Scott, P.E. Principal Geotechnical Engineer Senior Geotechnical Engineer Florida License No. 55420 Florida License No. 65514 1 7805 Professional Place • Tampa, FL 33637 ' Phone (813) 989 -1354 • Fax (813) 989 -1355 TABLE OF CONTENTS General Site Information ................................................................ .......... .....................3 Pinellas County Soil Survey ........................................................... ..............................3 SubsurfaceConditions ................................................................... ..............................4 Groundwater Information ..............................:................................ ..............................5 PERMEABILITY TESTING ............................................................... ..............................5 PROJECT DESCRIPTION ................................................................. ..............................1 Horizontal Hydraulic Conductivity .............:..................................... ..............................5 ProjectInformation ......................................................................... ..............................1 ..............................6 Scopeof Services ..............................1 .......................................................................... SUBSURFACE CONDITIONS .......................................................... ..............................3 General Site Information ................................................................ .......... .....................3 Pinellas County Soil Survey ........................................................... ..............................3 SubsurfaceConditions ................................................................... ..............................4 Groundwater Information ..............................:................................ ..............................5 PERMEABILITY TESTING ............................................................... ..............................5 L Horizontal Hydraulic Conductivity .............:..................................... ..............................5 Vertical Hydraulic Conductivity ....................................................... ..............................6 EVALUATION AND RECOMMENDATIONS ..................................... ..............................7 7 General......................................................................................... ............................... OnSite Soil Suitability .................................................................... ..............................7 Excavations....................... ...:........................... ....................... ............................... ......7 REPORT LIMITATIONS .................................................................... ..............................8 APPENDIX Boring Location Plan.and Soil Profiles L Geotechnical Engineering Services Report Bella Terra — Proposed Ponds Pinellas County, Florida Tierra Project No.: 6511 -05 -270 Page 1 of 8 ' PROJECT DESCRIPTION Project Information The project site consists of an approximate 30 acre parcel located south of Gulf to Bay Boulevard and east of Sky Harbor Drive in Clearwater, Florida. The project as we eunderstand it consists of the design and construction of one (1) four -story building and nine (9) two -story cottages. In addition to the proposed structures, the design will include ., access roads and stormwater swales /ponds. Based on the provided grading information, it is our understanding that proposed finished grades in the 4 -story building area will be approximately +28 feet NGVD29 with the ' exception of the garden level located on the east side of the building where proposed finished grades will.be +17.5 feet NGVD29. We understand that approximately 1 foot to 15 feet of fill will be required to establish the proposed finished grades. Proposed finished grades in the areas of the proposed cottage areas range from approximately +28 feet NGVD to +12 feet NGVD29. We understand that up to 6 feet of fill will be required to establish finished grades in these areas. Tierra previously submitted a Geotechnical Engineering Services Report (Tierra Report No. 6511 -05 -270), dated January 9, 2008 which addressed the proposed structure and pavement areas. This report focuses on the proposed pond areas. If any of the above site information has changed please notify Tierra so that we may amend this report, if necessary. ' Scope of Services The objective of our study will be to obtain information concerning subsurface conditions ' throughout the project site in order base engineering estimates and recommendations in each of the following areas: 1 1. General suitability of materials for use as structural fill, pavement subgrade fill and general backfill. Recommendations for placement and compaction of approved fill materials. 2. General location and description of potentially deleterious materials discovered in the borings which may interfere with construction progress, pavement and structure performance, including existing fills or surficial organics. 3. Identification of groundwater levels and estimation of Seasonal High Groundwater levels. 4. General construction considerations. ' Geotechnical Engineering Services Report Bella Terra — Proposed Ponds Pinellas County, Florida ' Tierra Project No.: 6511 -05 -270 Page 2 of 8 ' 5. Determine the vertical and horizontal hydraulic conductivity of the near surface soils within the vicinity of the proposed ponds. In order to meet the preceding objectives, we propose to provide the following services: 1. Reviewed readily available published soils-and topographic information. This ' published information was obtained from the appropriate Florida Quadrangle Map published by the United States Geological Survey (USGS) and the Soil Survey of Pinellas County, Florida, published by the United States Department of Agriculture (USDA) Soil Conservation Service (SCS), 2. Executed a program of subsurface exploration consisting of borings, subsurface sampling and field testing. For this portion of the project, we performed four (4) ' Standard Penetration Test (SPT) borings. to a depth of approximately. 15 feet below the existing ground surface within four of the proposed pond areas, and eleven (11) auger borings to depths of approximately 5'/z to 7' /Z feet within the remainder of the pond areas. 3. Performed twelve (12) field vertical permeability tests and twelve (12) horizontal field permeability tests within the vicinity of the proposed pond areas. 4. Visually classified the samples in the laboratory using the Unified Soil Classification System (USCS). Performed a limited laboratory testing program to confirm visual classifications. Identified soil conditions at each boring location. 5. Collected groundwater level measurements at each of the boring locations. ' 6. Prepared this 9 eotechnical engineering report in accordance with the scope of services herein that summarizes the course of study pursued, the field and ' laboratory data generated, subsurface conditions encountered and our engineering recommendations in each of the pertinent topic areas. The scope of our services did not include an environmental assessment for determining the presence or absence of wetlands or hazardous or toxic materials in the soil, bedrock, groundwater, or air, on or below or around this site. The scope of our services did not include determination of the potential for sinkhole activity. Any statements in this report or on the boring logs regarding odors, colors, unusual or suspicious items or conditions are strictly for the information of our client. 1 ' Geotechnical Engineering Services Report Bella Terra — Proposed Ponds Pinellas County, Florida Tierra Project No.: 6511 -05 -270 Page 3 of 8 ' SUBSURFACE CONDITIONS General Site Information ' The project site is currently occupied by several single story apartment style residential structures along with existing pavement areas. Existing site grades generally slope from ' the northwest downward towards the southern portion of the site and the creek that is situated along the eastern portion of the property. Based on the "Clearwater, Florida" USGS Quadrangle Map, ground elevations at the project site generally range from ' approximately +0 feet (sea level) to +35 feet National Geodetic Vertical Datum of 1929 (NGVD 29). Pinellas County Soil Survey ' Based on a review of the Pinellas County Soil Survey, it appears that there are four (4) primary soil- mapping units noted within the vicinity of the project site. The general soil descriptions are presented in the sub - sections and table below, as described in the Soil Survey. Astatula Fine Sand (As) —This unit consists of nearly level to gently sloping sandy soil and is on low ridges and isolated knolls. A seasonal high water table rises above 40 inches during wet periods and then falls below 60 inches. ' Myakka Fine Sand (My) — This soil is nearly level and poorly drained. It is on broad plains on the flatwoods. The slope is 0 to 2 percent. In- most years, a seasonal high water table fluctuates from the soils surface to a depth of 10 inches for 1 to 4 months and recedes to a depth of 40 inches during prolonged dry periods. Oldsmar Fine Sand (Om) —This is a nearly level, poorly drained soil on broad low ridges in the flatwoods. The water table is at a depth of less than 10 inches for 1 or 2 months during wet periods and at 10 to 30 inches for 2 to 6 months in most years. Most areas. are periodically wet. Placid Fine Sand (Pn) — This is a nearly level, very poorly drained soil in depressions, sloughs, and swamps. The water table is within a depth of 10 inches for 2 to 9 months in ' most years, and the lowest areas are covered with water for 2 to 6 months. V] 1 LJ 1 Geotechnical Engineering Services Report Bella Terra — Proposed Ponds Pinellas County, Florida Tierra Project No.: 6511 -05 -270 Page 4 of 8 Pinellas County USDA Soil Survey Information USDA Ma Map Unit Soil Classification Permeability (in /hr) pH Seasonal High Groundwater Depth (in) USCS AASHTO Depth (in) Duration (Months) As 0 -80 SP -SM, SP A -3 >20 4.5 -6.0 40 to 60 6 to 12 My 0 -16 SP, SP -SM A -3 6.3 -20 4.5 -6.5 <10 1 to 4 16 -25 SP -SM, SM A -3, A -2 -4 0.63 -2.0 4.5 -6.5 25 -84 SP -SM, SP A -3 6.3 -20 4.5 -6.5 Om 0 -34 SP A -3 6.3 -20 4.5 -5.5 <10 1 to 2 34 -44 SP -SM, SM A -3, A -2 -4 2.0 -6.3 4.5 -6.5 44 -65 SM -SC, Sc A -2 -6 0.63 -2.0 6.1 -8.4 Pn 0 -17 SP, SP -SM A -3 6.3 -20 4.5-5.5. <10 2 to 6 17 -80 SP, SP -SM A -3 6.3 -20 4.5 -5.5 It should be noted that information contained in the USDA Soil Survey (issued September 1972) may be outdated. Recent development in the project vicinity may have. modified existing soils or surface /subsurface drainage, and therefore, this information may not be reflective of current subsurface conditions. Subsurface Conditions The subsurface conditions within the footprints of the proposed pond areas were explored using'four (4) SPT. borings performed to a depth of approximately 15 feet below the ground surface. In addition, eleven (11) auger borings were performed to depths of approximately 5Y2 feet to 7% feet below the existing ground surface. The borings were located in the field by a representative of Tierra with the aid of handheld Global Positioning System (GPS) equipment. The approximate boring locations are presented on Sheet 1 in the Appendix. The SPT borings were performed with the use of truck - mounted drill rigs using Bentonite Mud drilling procedures. The soil sampling was performed in general accordance with American Society for Testing and Materials (ASTM) Test Designation D -1586 titled "Penetration Test and Split - Barrel Sampling of Soils." SPT resistance.N- values were taken continuously in the initial 10 feet and at intervals of 5 feet thereafter. In some of the SPT borings, the upper 4 feet were performed with a hand auger to detect any near surface underground utilities which may be present. The auger borings were performed by manually twisting a bucket auger into the ground typically in 6 inch increments. The soil samples were classified in the field. and transported to our laboratory for review. The soil strata encountered in the borings performed at the proposed development are summarized in the following table: I Geotechnical Engineering Services Report Bella Terra — Proposed Ponds Pinellas County, Florida Tierra Project No.: 6511 -05 -270 Page 5 of 8 Stratum Number Soil Description USCS 1 Light Gray to Dark Brown to Tan Fine SAND to SAND With Silt SP /SP -SM 2 Light Gray to Brown Clayey Fine SAND SC 3 Light Green to Gray CLAY CH /CL 4 Gray to Green Gray to Brown Silty Fine SAND SM 5 Highly Weathered LIMESTONE 6 Dark Brown Sand with some Organics and Clay FILL . 7 No Recovery - -- '`The USCS does not have classification for Limestone. The subsurface soil stratification is of a generalized nature to highlight the major subsurface stratification features and material characteristics. The soil profiles included in the Appendix should be reviewed for specific information at individual boring locations. These profiles include soil descriptions, stratifications and penetration resistances. The stratifications shown on the boring profiles represent the conditions only at the actual boring locations. Variations may occur and should be expected between boring locations. The. stratifications represent the approximate boundary between subsurface materials and the actual transition may be gradual. Groundwater Information The groundwater levels were measured in the borings at depths of approximately 2 to 6 feet below the ground surface. Based on our observations of the soil samples collected in the borings, it is our opinion that the measured groundwater levels reported on the soil profiles on Sheet 2 in the Appendix are perched water levels. The presence of the clayey substrata will allow surface water to perch above the clayey soils. Perched groundwater conditions will occur following significant rain events with surface water and groundwater more evident at natural collection areas and lower elevations. The groundwater can mound at elevations relative to the depth.of the confining clay layers. It should be noted that groundwater levels tend to fluctuate during periods of prolonged drought and extended rainfall and may be affected by man -made influences. In addition, a seasonal effect will also occur in which higher groundwater levels are normally recorded in rainy seasons. It is estimated that a perched seasonal high groundwater table will occur 1 to 2 feet above the existing clayey soils. If more accurate groundwater levels are required, temporary piezometers will need to be installed and monitored over a period of at least four weeks. PERMEABILITY TESTING Horizontal Hydraulic Conductivity Twelve (12) Horizontal Hydraulic Conductivity test were performed within the proposed drainage retention pond locations. The test procedure uses, a slotted screen at the test Geotechnical Engineering Services Report Bella Terra — Proposed Ponds Pinellas County, Florida Tierra Project No.: 6511 -05 -270 Page 6 of 8 depth to allow water to flow into the soils in a horizontal direction, under a measured head pressure. The flow of water into the test apparatus is measured and recorded for a given time interval. Tests were performed, and results evaluated, in general accordance with ' methodology presented in booklet "Stormwater Retention Pond Infiltration Analyses in Unconfined Aquifers ", Jammal & Associates, Inc. The test locations are depicted in the Appendix. Vertical Hydraulic .Conductivity ' Twelve (12) Vertical Hydraulic Conductivity test were performed within the proposed drainage retention pond locations. The test procedure uses a solid pipe placed into the ground to a specified depth that allows water to flow into the soils in a vertical direction, under a measured head pressure. The flow of water into the test apparatus is measured and recorded for a given time interval. Tests were performed, and results evaluated, in general accordance with methodology presented in booklet "Stormwater Retention Pond ' Infiltration Analyses in Unconfined Aquifers", Jammal & Associates, Inc. The test locations are depicted in the Appendix. .1 1 The results of the field permeability test are provided in the following table. Test ID Test Depth (ft) SHGWT Depth* (ft) Vertical Permeability Coefficient (feetiday) Horizontal Permeability Coefficient (feetlday) P13-1 2 0 0.5 5 PB -2 3 0 <0.10 <1 PB -3 3 2 2 15 P13-4 4 2 1 10 APB -1 2 2 2 15 APB -2 1 1 <0.10 .2 APB -3 1 1 2 15 APB -4 1 1 0.5 5 APB -5 2 2 2 15 APB -6 3 0 2 15 APB -7 3 0 <0.10 <0.10 APB -8 NA 2 1 1 APB -9 NA 3 1 1 APB -10 NA 2.5 30 40 APB -11 2 2 30 40 * Perched above clay stratum NA = Permeability Values Correlated From Tests Performed On Similar Soils ' The permeability values presented above are not factored. The design engineer should apply an appropriate factor of safety, as applicable. ' Geotechnical Engineering Services Report Bella Terra.— Proposed Ponds Pinellas County, Florida Tierra Project No.: 6511 -05 -270 Page 7 of 8 1 EVALUATION AND RECOMMENDATIONS General ' Due to the presence of the clayey soils onsite, underdrains may be required in some of the ponds to facilitate the necessary treatment volume within the required treatment time. Strata 2 and 3 encountered within the pond areas should be used as the confining layer during design modeling. The porosity for the Strata 1 and 4 sandy soils can be assumed to be 25 percent. I On Site Soil Suitability The subsurface soil conditions encountered are presented on Sheet 2 in the Appendix. The suitability of the soil for reuse in construction should be evaluated against the project engineering fill requirements. Variations in the subsurface stratification should be expected between borings. The soil encountered within the ponds should be considered unclassified ' as fill material unless verified by the contractor against engineering fill requirements. All fill should be placed in accordance with the project specifications which should include the recommendations presented in Tierra Report No. 6511 -05 -270, dated January 9, 2008, 1 FDOT Index 505, and the current FDOT Standard Specifications for Road and Bridge Construction (SSRBC). ' In general, the fine sands (Stratum 1) (SP /SP -SM) may be moved and used for grading purposes, site leveling, general engineering fill, structural fill and backfill in other areas, provided the fill is free of organic materials, clay, debris or any other material deemed unsuitable for construction and evaluated against engineering fill requirements. ' Excavations In Federal Register, Volume 54, No. 209 (October 1989), the United States Department of ' Labor, Occupational Safety and Health Administration (OSHA) amended its "Construction Standards for Excavations, 29 CFR, Part 1926, Subpart P ". This document was issued to better ensure the safety of workmen entering trenches or excavations. It is mandated by ' this federal regulation that excavations, whether they be utility trenches, basement excavations or footing excavations, be constructed in accordance with the current OSHA guidelines. It is our understanding that these regulations are being strictly enforced and if they are not closely followed, the owner and the contractor could be liable for substantial penalties.. The contractor is solely responsible for designing and constructing stable, temporary excavations and should shore, slope, or bench the sides of the excavations as required to maintain stability of both the excavation sides and bottom. The contractors "responsible ' persons ", as defined in 29 CFR Part 1926, should evaluate the soil exposed in the excavations as part of the contractor's safety procedures. In no case should slope height, slope inclination, or excavation depth, including utility trench excavation depth, exceed those specified in all local, state, and federal safety regulations. ' Geotechnical Engineering Services Report Bella Terra — Proposed Ponds Pinellas County, Florida ' Tierra Project No.: 6511 -05 -270 Page 8 of 8 We are providing this information solely as a service to our client. Tierra does not assume ' responsibility for construction site safety or the contractor's or other party's compliance with local, state, and federal safety or other regulations. REPORT LIMITATIONS ' The analyses, conclusions and recommendations contained in this report are professional opinions based on the site conditions and project layout described herein and further assume that the conditions observed in the exploratory borings are representative of the subsurface conditions throughout the site, i.e., the subsurface conditions elsewhere on the site are the same as those disclosed by the borings: If, during construction, subsurface conditions different from those encountered in the exploratory borings are observed or ' appear to be present beneath excavations, we should be advised at once so that we can review these conditions and reconsider our recommendations where necessary. This report was prepared for the exclusive use of TBE Group, Inc. for evaluating the design of the project as it relates to the geotechnical aspects discussed herein. It should be made available to prospective contractors for information on factual data only and not as a 1 warranty of subsurface conditions included in this report. Unanticipated soil conditions may require that additional expense be made to attain a properly constructed project. Therefore, some contingency fund is recommended to accommodate such potential extra ' costs. .1 APPENDIX Boring Location Plan and Soil Profiles A n O t L �O I � ♦ , ,%'/ �j i*� ' - y � -. GI'4�6 1 r Jt� t 4.1� s� t trifi 44 • e� fd� -x �` �Jf%��- #:a� � "' Et , i a ° 6�., > tlE e T,'/ ° � , � 3 �I�:ul .a � .� # : 4'le14 4 gg /..^!' � (1 '�. "� t,��IR �3 \, /'�`�� Jlf (,I +PIhI. 5!I• � 1 o one Le =-7 c j moll 0 APB-7 AP B -$ 0 11 PB— PB -11 APB{2 ,/ °I APB -9" ?��i`��s;�i!f? ?.`III; .`� :. `'� / , �'�^ —" • I �' 4 I iI ` — , F 1 fr I I ...r� • _ ��`'' � ✓ � 1` f : P.B. I I \ • APB 4 0 I' I y t APB -6 I s \\ L r.. —� sis�%J A J: \6511 \2005 FIPs\ 6511 -05 - 270 \CADD \6511- OS- 270_PONDS.dwg, BORING LOCATION PLAN, 2/252008 10:43:25 AM BORING LOCATION PLAN LEGEND 0 200' PLAN SCALE APPROXIMATE LOCATION OF AUGER BORING Ii APPROXIMATE LOCATION OF SPT BORING J TIES SCALE: PROJECTNUMSER: GEOTECHNICAL ENGINEERING SERVICES 7805 Professional Place NOTED- 6511 -05 -270 BELLA TERRA SHEET 1 Tampa, Florida 33637 , Phone: 813- 989 -1354 Fax:813. 989 -1355 PONDS FL Cart. No.: 6486 - PINELLAS COUNTY, FLORIDA DRAWN BY: APPROVED BY: ENGINEER OF RECORD: SW KHS KEVIN H. SCOTT, P.E. FLORIDA LICENSE NO.: CHECKED BY: DATE: 65514 KHS JAN 2008 J: \6511 \2005 FIPs\ 6511 -05 - 270 \CADD \6511- OS- 270_PONDS.dwg, BORING LOCATION PLAN, 2/252008 10:43:25 AM BORING LOCATION PLAN LEGEND 0 200' PLAN SCALE APPROXIMATE LOCATION OF AUGER BORING Ii APPROXIMATE LOCATION OF SPT BORING J TIES SCALE: PROJECTNUMSER: GEOTECHNICAL ENGINEERING SERVICES 7805 Professional Place NOTED- 6511 -05 -270 BELLA TERRA SHEET 1 Tampa, Florida 33637 , Phone: 813- 989 -1354 Fax:813. 989 -1355 PONDS FL Cart. No.: 6486 - PINELLAS COUNTY, FLORIDA 30 25 20 0 z uj W 15 LL z z O a 10 w J w 5 0 -5 35 30 25 0 z z F 20 w w LL z PB -1 N 1 SZHA 2 HA 7 10 I 4 11 6 = O H. 15 $Z H. APB -5 PB -2 APB -6 PB -3 N I Man oAr APB -7 ' KHS JAN 2008 ]: \6511 \2005 Fles \6511 -05- 270 \CADD \6511- 05- 270-PONDS.dw9, SOIL PROFILE, Z125/2008 2:23:42 PM 2D 3D SOIL PROFILES PB -4 N I l 4 Im 2 0 12 0 'Ae APB -1 4D 4 3 t Q -200 =8 - 200 =12 APB -8 APB -9 J D APB -2 APB -3 4D 1 NZ 4' 3 Q 3 APB -4 APB -10 APB -11 1 O SZ 1 SZ 4 O • 1 2 TIERR RTK �A SCALE: 7805 p rofessional Pla e.L 1 NOTED Tampa, Florida 33637 Phone: 813- 989 -1354 Fax: 813.989 -1355 FL Cert. No.: 6486 30 25 20 O O z 15 w LL z z 10 O w J w 5 0 -5 35 30 25 0 c� z 20 F- w W LL z 15 z a W J 10 w 5 LEGEND s LIGHT GRAY TO DARK BROWN TO TAN FINE SAND OTO FINE SAND WITH SILT (SP /SP -SM) LIGHTGRAYTO BROWN CLAYEY FINE SAND (SC) I LIGHT GREEN TO GRAY CLAY (CH /CL) 3!' OI GRAY TO GREEN GRAY TO 1 BROWN SILTY FINE SAND (SM) HIGHLY WEATHERED LIMESTONE 5i DARK BROWN SAND WITH SOME O ® ORGANICS AND CLAY (FILL) 7 NO RECOVERY I ,1 A- WITH CEMENTED SANDS B- WITH LIMESTONE FRAGMENTS C- WITH SHELL D - WITH TRACE TO SOME ORGANICS �z GROUNDWATER TABLE i ZE ESTIMATED SEASONAL HIGH GROUNDWATER TABLE SR UNIFIED SOIL CLASSIFICATION SYSTEM (ASTM D 2488) GROUP SYMBOL AS DETERMINED BY VISUAL REVIEW GNE GROUNDWATER TABLE NOT ENCOUNTERED HA' HAND AUGERED TO VERIFY UTILITY CLEARANCES NGVb NATIONAL GEODETIC VERTICAL DATUM OF 1929 -20; PERCENT PASSING NO. 200 SIEVE 1 1 4 i J 0 l PROJECT NUMBER: GEOTECHNICAL ENGINEERING SERVICES 6511 -05 -270 BELLA TERRA PONDS PINELLAS COUNTY, FLORIDA SHEET 2 z APPROVED BY: 2 I SW 15 KHS N KEVIN H. SCOTT, P.E. a FLORIDA LICENSE NO.: CHECKED BY: DATE 65514 J w i' 10 5 i� 20 0 ' KHS JAN 2008 ]: \6511 \2005 Fles \6511 -05- 270 \CADD \6511- 05- 270-PONDS.dw9, SOIL PROFILE, Z125/2008 2:23:42 PM 2D 3D SOIL PROFILES PB -4 N I l 4 Im 2 0 12 0 'Ae APB -1 4D 4 3 t Q -200 =8 - 200 =12 APB -8 APB -9 J D APB -2 APB -3 4D 1 NZ 4' 3 Q 3 APB -4 APB -10 APB -11 1 O SZ 1 SZ 4 O • 1 2 TIERR RTK �A SCALE: 7805 p rofessional Pla e.L 1 NOTED Tampa, Florida 33637 Phone: 813- 989 -1354 Fax: 813.989 -1355 FL Cert. No.: 6486 30 25 20 O O z 15 w LL z z 10 O w J w 5 0 -5 35 30 25 0 c� z 20 F- w W LL z 15 z a W J 10 w 5 LEGEND s LIGHT GRAY TO DARK BROWN TO TAN FINE SAND OTO FINE SAND WITH SILT (SP /SP -SM) LIGHTGRAYTO BROWN CLAYEY FINE SAND (SC) I LIGHT GREEN TO GRAY CLAY (CH /CL) 3!' OI GRAY TO GREEN GRAY TO 1 BROWN SILTY FINE SAND (SM) HIGHLY WEATHERED LIMESTONE 5i DARK BROWN SAND WITH SOME O ® ORGANICS AND CLAY (FILL) 7 NO RECOVERY I ,1 A- WITH CEMENTED SANDS B- WITH LIMESTONE FRAGMENTS C- WITH SHELL D - WITH TRACE TO SOME ORGANICS �z GROUNDWATER TABLE i ZE ESTIMATED SEASONAL HIGH GROUNDWATER TABLE SR UNIFIED SOIL CLASSIFICATION SYSTEM (ASTM D 2488) GROUP SYMBOL AS DETERMINED BY VISUAL REVIEW GNE GROUNDWATER TABLE NOT ENCOUNTERED HA' HAND AUGERED TO VERIFY UTILITY CLEARANCES NGVb NATIONAL GEODETIC VERTICAL DATUM OF 1929 -20; PERCENT PASSING NO. 200 SIEVE 1 1 4 i J 0 l PROJECT NUMBER: GEOTECHNICAL ENGINEERING SERVICES 6511 -05 -270 BELLA TERRA PONDS PINELLAS COUNTY, FLORIDA SHEET 2 DRAWN BY: APPROVED BY: ENGINEER OF RECORD: I SW KHS KEVIN H. SCOTT, P.E. FLORIDA LICENSE NO.: CHECKED BY: DATE 65514 ' KHS JAN 2008 ]: \6511 \2005 Fles \6511 -05- 270 \CADD \6511- 05- 270-PONDS.dw9, SOIL PROFILE, Z125/2008 2:23:42 PM 2D 3D SOIL PROFILES PB -4 N I l 4 Im 2 0 12 0 'Ae APB -1 4D 4 3 t Q -200 =8 - 200 =12 APB -8 APB -9 J D APB -2 APB -3 4D 1 NZ 4' 3 Q 3 APB -4 APB -10 APB -11 1 O SZ 1 SZ 4 O • 1 2 TIERR RTK �A SCALE: 7805 p rofessional Pla e.L 1 NOTED Tampa, Florida 33637 Phone: 813- 989 -1354 Fax: 813.989 -1355 FL Cert. No.: 6486 30 25 20 O O z 15 w LL z z 10 O w J w 5 0 -5 35 30 25 0 c� z 20 F- w W LL z 15 z a W J 10 w 5 LEGEND s LIGHT GRAY TO DARK BROWN TO TAN FINE SAND OTO FINE SAND WITH SILT (SP /SP -SM) LIGHTGRAYTO BROWN CLAYEY FINE SAND (SC) I LIGHT GREEN TO GRAY CLAY (CH /CL) 3!' OI GRAY TO GREEN GRAY TO 1 BROWN SILTY FINE SAND (SM) HIGHLY WEATHERED LIMESTONE 5i DARK BROWN SAND WITH SOME O ® ORGANICS AND CLAY (FILL) 7 NO RECOVERY I ,1 A- WITH CEMENTED SANDS B- WITH LIMESTONE FRAGMENTS C- WITH SHELL D - WITH TRACE TO SOME ORGANICS �z GROUNDWATER TABLE i ZE ESTIMATED SEASONAL HIGH GROUNDWATER TABLE SR UNIFIED SOIL CLASSIFICATION SYSTEM (ASTM D 2488) GROUP SYMBOL AS DETERMINED BY VISUAL REVIEW GNE GROUNDWATER TABLE NOT ENCOUNTERED HA' HAND AUGERED TO VERIFY UTILITY CLEARANCES NGVb NATIONAL GEODETIC VERTICAL DATUM OF 1929 -20; PERCENT PASSING NO. 200 SIEVE 1 1 4 i J 0 l PROJECT NUMBER: GEOTECHNICAL ENGINEERING SERVICES 6511 -05 -270 BELLA TERRA PONDS PINELLAS COUNTY, FLORIDA SHEET 2 -T 15 F— TIERRA ' November 15, 2005 TBE Group, Inc. ' 380 Park Place Boulevard, Suite 300 Clearwater, Florida 33759 ' Attn: Mr. Bryan Zarlenga, P.E. Mr. Bob Brown i 1 1 1 1 1 RE: Geotechnical Engineering Services Report Site Feasibility Study Bayview Gardens Pinellas County, Florida Tierra Project' No.: 6511 -05 -270 Gentlemen: Per your authorization, Tierra, Inc. has completed the geotechnical engineering studyforthe referenced project. The results of the study are provided herein. Should there be any questions regarding the report, please do not hesitate to contact our office at (813) 989 -1354. Tierra would be pleased to continue providing geotechnical services throughout the implementation of the project, and we look forward to working with you and your organization on this and future projects. Respectfully Submitted, TIERRA, INC. Cder n, P. P rincipal Geotechnical Engineer Florida Registration No.: 55420 Jeanne A. Berg, P.E. Senior Geotechnical Engineer Florida Registration No. 50699 7805 Professional Place • Tampa, FL 33637 Phone (813) 989 -1354 • Fax (813) 989 -1355 TABLE OF CONTENTS General............................................................................................. ..............................7 SitePreparation ............................................................................... ..............................7 Preliminary Foundation Recommendations — Cottage Structures ... ..........::..................8 Preliminary Foundation Recommendations — Tower Building Structures ......................8 Conventional Shallow Foundation Systems .................................. ..............................8 DeepFoundation Systems ........................................................... ..............................8 PRELIMINARY CONSTRUCTION CONSIDERATIONS .................... .............................11 PROJECTDESCRIPTION .................................................................. ..............................1 Fill Placement and Subgrade Preparation ....................................... .............................11 Project Information . ..........................................................................: ..............................1 Scopeof Services ............................................................................ ..............................1 SITE AND SUBSURFACE CONDITIONS ........................................... ..............................3 . ....................... ............................... General Site Information ... ............................... 3 Subsurface Conditions ..................................................................... ..............................3 Pinellas County Soil. Survey . .4 Excavations..................................................................................... .............................15 GroundwaterInformation ................................................................. ..............................5 LaboratoryTesting ............................................................................ ..............................6 General............................................................................................ ..............................6 APPENDIX A GrainSize Analysis .......................................................:................... ..............................6 Atterberg Limits . •6 _ PRELIMINARY EVALUATION AND RECOMMENDATIONS ............. ..............................7 General............................................................................................. ..............................7 SitePreparation ............................................................................... ..............................7 Preliminary Foundation Recommendations — Cottage Structures ... ..........::..................8 Preliminary Foundation Recommendations — Tower Building Structures ......................8 Conventional Shallow Foundation Systems .................................. ..............................8 DeepFoundation Systems ........................................................... ..............................8 PRELIMINARY CONSTRUCTION CONSIDERATIONS .................... .............................11 e General...........................:............................................................... .............................11 Fill Placement and Subgrade Preparation ....................................... .............................11 PavementConsiderations ......................................:........................ .............................13 Drainage and Groundwater Concerns ............................................. .............................14 StructuralFill ................................................................................... .............................15 Excavations..................................................................................... .............................15 REPORTLIMITATIONS ..................................................................... .............................16 APPENDIX A Boring Location Plan Sheet 1 Soil Profiles Sheet 2 USDA Soil Survey Sheet 3 APPENDIX B Capacity Curves - Drilled Shafts Section B -1 iLaboratory Capacity Curves - Driven. Piles Section B -2 Summary Section B -3 e ' Preliminary Geotechnical Engineering Services Deport Site Feasibility Study Bayview Gardens 1 Pinellas County, Florida Tierra Project No.: 6511 -05 -270 Page 1 of 16 PROJECT DESCRIPTION Project Information The project site is located south of Gulf to Bay Boulevard and east of Sky Harbor Drive, Clearwater, Florida. The site is located within the existing Bayview Gardens Retirement Community. The proposed structures are located within an area occupied by existing single story masonry structures. The size of the property is approximately 30 acres. Details on the proposed development and location are preliminary at this time. Site access was limited to undeveloped areas accessible to conventional truck mounted equipment. Subsequently, Boring B -3 could not be performed due to utility conflicts and existing site obstructions. ' Specifically the project includes the development of: ➢ Building: Seven -story residential tower structure with basement built in two phases ➢ Parking: 221 space at grade parking lot for the residential tower '➢ Cottages: 14 New Bayside cottages ➢ Cottages: 9 new Hillside cottages 9 One new stormwater retention area Site information is based on a preliminary site plan provided by TBE. This report includes determining site suitability for the redevelopment as described. Once final site plans, structure grades and loading are determined, a final geotechnical study will be required to support project development. Scope of Services The objective of our study was to obtain information concerning subsurface conditions at the site in order to obtain data from which to base preliminary engineering estimates and recommendations in each of the following areas: 1. Feasibility of utilizing the. insitu soils for support of the structures, including the use of shallow or deep foundations for support of the structures. Suitability of slab -on- grade. 2. Two alternative deep foundation systems (driven pile and drilled shaft) were analyzed. 3. General suitability of materials on -site for use as structural fill, pavement subgrade fill and general backfill. 4. Preliminary recommendations for placement and compaction of approved fill materials. 0 ' Preliminary Geotechnical Engineering Services Report Site Feasibility Study Bayview Gardens Pinellas County, Florida Tierra Project No.: 6511 -05 -270 Page 2of16 5. General location and description of potentially deleterious materials discovered in the borings which may interfere with construction progress, pavement and /or structure performance, including existing fills or surficial organics. 6. Identification of groundwater levels and estimation of Seasonal High Groundwater Table (SHGWT). 7. Preliminary pavement section and construction considerations. In order to meet the proceeding objectives, we provided the following services. Reviewed readily available published soils and topographic information. This published information was obtained from the appropriate Florida Quadrangle Map published by the United States Geological Survey (USGS) and the Soil,Survey of Pinellas County, Florida published by the United States Department of Agriculture (USDA) Soil Conservation Service (SCS). 2. Executed a program of subsurface exploration consisting of borings, subsurface sampling and field- testing. We performed 14 Standard Penetration Test (SPT) borings to depths ranging from 30 to 50 feet below existing site grades.. Boring B- 14 was extended due to the presence of soft clays at the proposed boring termination depth. The borings were located throughout the development area to provide preliminary information for general site development only. In each boring, samples were collected and SPT resistances measured virtually continuously for the top 10 feet and on intervals of 5 feet thereafter. 3. Visually classified the samples in the laboratory using the Unified Soil Classification System (USCS). Identified soil conditions at each boring location and formed an opinion of the site soil stratigraphy. 4. Collected groundwater level measurements and estimated SHGWT.. 5. Prepared a formal engineering report in accordance with the request for proposal (RFP) which summarizes the course of study pursued, the field and laboratory data generated, subsurface conditions encountered and our engineering recommendations in each of the pertinent topic areas. The scope of our services did not include an environmental assessment for determining the presence or absence of wetlands or hazardous or toxic materials in the soil, bedrock, groundwater, or air, on or below or around this site. The scope of our services did not include determination of the potential for sinkhole activity. Any statements in this report or on the boring logs regarding odors, colors, unusual or suspicious items or conditions are strictly for the information of our client. Preliminary Geotechnical Engineering Services Report Site Feasibility Study Bayview Gardens Pinellas County, Florida Tierra Project No.: 6511 -05 -270 Page 3 of 16 SITE AND SUBSURFACE CONDITIONS General Site Information Based on,the Clearwater, Florida, United States Geological Survey (USGS), topographic map, the ground surface elevations at the property range from sea level to approximately +35 feet National Geodetic Vertical Datum (NGVD, 1929). Subsurface Conditions The subsurface conditions were explored using 14 SPT borings located throughout the site. The borings were located in the field by representatives of Tierra using a hand held Global Positioning System (GPS) device downloaded with site test boring locations based on preliminary site development plans provided by TBE. The relative elevations of the SPT borings varied by as much as 25 feet and subsurface soil conditions encountered are relative to each SPT boring location. Boring B -3 could not be performed due to utility and structure conflicts at the time of the exploration program. The approximate boring locations are presented on Sheet 1 in the Appendix. The SPT borings were performed with the use of a truck - mounted drill rig using Bentonite Mud drilling procedures. The soil sampling was performed in general accordance with American Society for Testing and Materials (ASTM) Test Designation D -1586 titled Penetration Test and Split - Barrel Sampling of Soils. SPT resistance N- values were taken continuously in the initial 10 feet and at intervals of 5 feet thereafter. The soil samples were classified in the field and transported to our laboratory for review. Generally, sandy to clayey soils were encountered throughout the SPT boring depths of 30 feet. Stratum 3 consisted of a low to high plastic clay and was located at the surface in boring B -2 and at a depth of 2 feet in boring B -6. The soil strata at each boring should be carefully reviewed. The soil strata encountered in the borings performed at the proposed development are summarized in the following table: 1 { I Preliminary Geotechnical Engineering Services Report Site Feasibility Study Bayview Gardens Pinellas County, Florida Tierra Project No.: 6511 -05 -270 Page 4 of 16 rr�pfa- lA , w StratumF:N; �`� k a � � - a �.'� . -l. `:� � J y,$.Vf� _ f Y IMINI "�'a yr' Zj; Zn 3 r �1'c$ S F �_ , .� , i ]t�`� C d Y 9 i�� r F Soil Description m `I w l t r li nifieoi .. 5 14 Classification n; Nurnber u ' ? 7 y S,'stem FYI .-l? - f:«'- .TF'1. :USCS 1 Light Gray to Dark Brown Fine SAND to SP /SP -SM Fine SAND with Silt 2 .Light Gray to Brown Clayey Fine SAND SC 3 Light Green to-Gray CLAY 'CH /CL 4 Gray to Brown Silty Fine SAND SM 5 Highly Weathered Limestone -- " -" USCS nomenclature does not include rock classification The subsurface soil stratification is of a generalized nature to highlight the major subsurface stratification features and material characteristics. The soil profiles included in the Appendix should be reviewed for specific information at individual boring locations. These profiles include soil description, stratifications and penetration resistances. The stratifications shown on the boring profiles represent the conditions only at the actual boring location. Variations may occur and should be expected between boring locations. The stratifications represent the approximate boundary between subsurface materials and the actual transition may be gradual. Pinellas County Soil Survey Based on a review of the Pinellas County Soil Survey, it appears that there-are four (4) soil - mapping units noted within the project alignment. The general soil description is presented below, as described in the Soil Survey. Astatula Fine Sand (As) This unit consists of nearly level to gently sloping sandy soil and is on low ridges and isolated knolls. A seasonal high water table rises above 40 inches during wet periods and then falls below 60 inches. Myakka Fine Sand (My) This soil is nearly level and poorly drained. It is on broad plains on the flatwoods. The slope is 0 to 2 percent. In most years, a seasonal high water table fluctuates from the soil surface to a depth of 10 inches for 1 to 4 months and recedes to a depth of 40 inches during prolonged dry periods. ' Preliminary Geotechnical Engineering Services Report Site Feasibility Study Bayview Gardens Pinellas County, Florida Tierra Project No.: 6511 -05 -270 Page 5 of 16 Oldsmar Fine Sand (Om) This is a nearly level, poorly drained sandy soil on broad low ridges in the flatwoods. The water table is at a depth of less than 10 inches for 1 or 2 months during wet periods and at 10 to 30 inches for 2 to 6 months in most years. Most areas are periodically wet. Placid Fine Sand (Pn) This is a nearly level, very poorly drained soil in depressions, sloughs, and swamps. The water table is within a depth of 10 inches for 2 to 9 months in most years, and the lowest areas are covered with water for 2 to 6 months. Pinellas County USDA Soil Survey Information :. 3 Per t 'Y-"{ -' : A� �MraP, ; x�.� r 7, NMI .,i iAa'tu'�N '� _x f •x�C S.} '` � zr� _ .- �� . ,'Permeabili ff77 3oi1.Uassif�c- anon Ell" fi `�� 'a 'aai' "+f�`a 4xa 'L - - "z �at % � � {in' /,hr� ��' s, Fdl� #;..`±:rkit- +Ii2.::.'Y.;.;.a .i`YS.s`�"'�,�ac^Rj : 'pH �.r n v r 8i .� ! �}-* �y�,R.. -. '$''43m.D `'gyp x 'p Seasonal High., �G`ounduvater W a!� "IRM . As 0 -80 SP -SM, SP A -3 >20 4.5 -6.0 40 to 60 6 to 12 0.16 SP, SP -SM A -3 6.3 -20 4.5 -6.5 My <10 1 to 4 16 -25 SP -SM, SM A -3 0.63 -2.0 4.5 -6.5 25 -84 SP -SM, SP A -3 6.3 -20 4.5 -6.5 0 -34 SP A -3 6.3 -20 4.5 -5.5 Om <10 1 or 2 34 -44 SP -SM, SM A -3 2.0 -6.3 4.5 -6.5 44 -65 SM -Sc, Sc A -2 -6 0.63 -2.0 6.1 -8.4 Pn 0 -17 SP, SP -SM A -3 6.3 -20 4.5 -5.5 <10 2 to 6 17 -80 SP, SP -SM A -3 6.3 -20 4.5 -5.5 Groundwater Information ' The groundwater levels were measured at depths ranging from 2 to 5 feet below existing sites grades. It should be noted that groundwater levels tend to fluctuate during periods of prolonged drought and extended rainfall and may be affected by man -made influences. In addition, a seasonal effect will also occur in which higher groundwater levels are normally recorded in rainy seasons. The presence of the clayey substrata will allow surface water to perch along the sand and clay type soil interfaces. Perched groundwater conditions will occur following rain events with surface and groundwater more evident at natural collection areas and lower elevations. The groundwater will mound at elevations relative to the depth of the clay confining layers. Based on the review of the USDA information and the result of ' the field exploration program, the estimated SHGWT will generally be encountered at a depth of approximately 1'/Z feet below existing site grades across the project site. Further evaluation of this estimate should be conducted once the design layout is developed to determine SHGWT for specific areas of the site based on the depth of the clayey substrata. Preliminary Geotechnical Engineering Services Report Site Feasibility Study Bayview Gardens Pinellas County, Florida Tierra Project No.: 6511 -05 -270 Page 6 of 16 Laboratory Testing General Representative soil samples collected from the borings were classified and stratified in general accordance with the Unified Soil.Classification System. Our classification was based on visual, inspection, using the results from the laboratory testing as confirmation. These tests included grain -size analyses, Atterberg Limits and natural moisture content determination. The results of the classification tests are presented in Appendix B of this report. The following list summarizes the laboratory tests performed by type and number: • Grain Size Analysis 8 • Atterberg Limits 5 • Moisture Content 8 A detailed summary of the laboratory tests performed with the corresponding results is presented in Appendix B. Grain Size Analysis The rain -size analyses were conducted in general accordance with the AASHTO test 9 Y g designation T -088 (ASTM test designation D -422). The grain -size analysis test measures the percentage by weight of a dry soil sample passing a series of U.S. standard sieves, including the percentage passing the No. 200 Sieve. In this manner, the grain -size distribution of a soil is measured. The percentage by weight passing the No. 200 Sieve is the amount of silt and clay sized particles. The soil gradation, including the amount of silt and clay in a soil, affects its engineering properties, including permeability, consolidation rate, suitability as roadway subgrade, and suitability as general fill material. Atterberg Limits Atterberg Limits testing was performed on the soil samples believed to be plastic in nature. The Atterberg Limits test.is comprised of the liquid limit, the plastic limit, and the shrinkage limit. However, for classification purposes, the term Atterberg Limits generally refers to the liquid and plastic limits only. The tests for liquid and plastic limits were performed in general accordance with ASTM D4318 and are briefly described herein. The liquid limit is the moisture content of a soil at a boundary between the liquid and plastic states. The plastic limit is the moisture content of the soil between the plastic and semi -solid states. 1�t Preliminary Geotechnical Engineering Services Report Site Feasibility Study Bayview Gardens Pinellas County, Florida Tierra Project No.: 6511 -05 -270 Page 7 of 16 PRELIMINARY EVALUATION AND RECOMMENDATIONS General Preliminary engineering evaluations and recommendations are provided herein for the proposed structures. The recommendations are based upon the subsurface conditions encountered, the design parameters estimated for the structure and our geotechnical engineering evaluations. The following report sections present subsurface conditions encountered as well as our recommendations for alternative foundation systems. Once structure loading and foundation layout becomes available, Tierra must be retained to finalize type and depth of the chosen foundation system, and to review and finalize recommendations given in this report. Once a foundation system is chosen, the associated structure loads should be analyzed to determine the appropriate foundation design criteria. Geotechnical services including additional SPT borings are required to refine these preliminary recommendations. Site Preparation Prior to construction, the.location of any existing underground utilities within the construction area should be established. Material suitable for re -use may be stockpiled, however, any material stockpiled for re -use shall be tested for conformance to material specifications as indicated in the following sections of this report. Provisions should then be made to relocate any interfering utility lines within the construction area to appropriate locations and backfilling the excavation with compacted structural fill. In this regard, it should be noted that if abandoned underground pipes are not properly. removed or plugged, they might serve as conduits for subsurface erosion, which subsequently may result in excessive settlement. Site grading will need to consider the depth to the clay strata encountered across the site. Shallow foundations access roads and parking areas can not be constructed to bear directly on the clay substrata. A minimum of 24 inches of grade separation between the top of the clay strata and foundation bearing levels and finished floor elevations is recommended. A foundation excavations will require positive drainage if the clay substrata is penetrated. Surface and groundwater flow control will be r required to divert flow around the proposed structures. As a minimum, it is recommended that the clearing operations extend to the depth needed to remove material considered deleterious at least 5 feet beyond the proposed development area including construction debris. Fill placement and subgrade preparation recommendations are presented in the "Construction Considerations" Section of this report. Preliminary Geotechnical Engineering Services Report. Site Feasibility Study Bayview Gardens Pinellas County, Florida Tierra Project No.: 6511 -05 -270 Page 8 of 16 Preliminary Foundation Recommendations — Cottage Structures Based on the anticipated loading and preliminary soil profiles, conventional shallow foundations are anticipated for support of the single -story cottages. Typical net maximum allowable bearing pressures on the order of 2,000 to 2,500 pounds per square foot (psf) should be anticipated. Preliminary Foundation Recommendations — Tower Building Structures Conventional Shallow Foundation Systems Based on Tierra's experience with similar projects, the structural loading generally associated with seven -story residential structures and the preliminary soil profiles for this project, conventional shallow foundation systems will not be feasible for support of the condominium structures. The presence of the high plastic clay substrata within the foundation bearing zone of influence will generate total and differential settlements that would be considered detrimental to the structure. Deep Foundation Systems SPT borings B -9 through B -13 and boring B -15 were performed within the proposed eight story tower structure. Based on previous experience with similar structures and the subsurface strata encountered, a deep foundation system comprised of PPSC piles or drilled shafts appear to be viable foundation alternatives for the proposed structure. Design loads forthe structure were not available atthe time of this report. All analyses presented in this report are considered preliminary. When actual loads are determined; a review of.the analyses should be completed and a final report should be submitted. The final report should include lateral analyses and uplift capacities if applicable as well as construction considerations such as load testing requirements as applicable. Axial capacity of the deep foundation systems were analyzed utilizing .working stress methods and the most conservative boring information. Allowable axial capacities for the PPSC were computed utilizing the SPT 97 pile capacity program and the drilled shafts capacities computed using the FDOT program FB -Deep. Pile cut -off elevations were estimated to be at grade. When piles penetrate into stiff clay /silt or rock layers, refusal may be achieved and reach the design capacities at penetrations less than those indicated from the analyses during actual pile installation — driven piles are often tipped into refusal material and drilled shafts are socketed into refusal material. 1 Preliminary Geotechnical Engineering Services Report Site Feasibility Study Bayview Gardens Pinellas County, Florida Tierra Project No.: 6511 -05 -270 Page 9 of 16 Pre -cast Pre - stressed Square Concrete Piles Pre -cast, pre- stressed, square concrete (PPSC) driven piles are a feasible foundation alternative. They are a widely used and proven foundation system in central Florida. PPSC piles are readily available and generally have a lower cost per ton of capacity than other pile types. A disadvantage of the PPSC piles is the potential impact the driving operation may have on existing structures. Vibrations associated with pile driving can be detrimental to nearby structures. Once structural loading becomes available, additional analyses will be required to determine pile lengths, refine preliminary- recommendations and preforming requirements., as applicable. The axial capacities for the PPSC piles were calculated anticipating both end bearing and skin friction. The following table displays the axial design load ranges for 18 and 24 inch PPSC piles based on pile dimension and boring information. The results of these analyses are presented in the Appendix of this report. Drilled Shafts. Drilled cast -in -place straight -sided concrete shafts are a feasible foundation alternative. Drilled shafts have the ability to develop high axial and lateral capacities. One drilled shaft could potentially take the place of several driven piles. However, the quality control of drilled shaft installation requires more engineering judgment .and precaution compared with driven piles to ensure that the construction is in accordance with. the specifications. Drilled shafts were evaluated as part of this preliminary geotechnical study. This type of foundation system is considered a viable alternative based on the relatively shallow limestone substrata. Once structural loading becomes available, additional analyses will be required to determine pile lengths and refine preliminary recommendations, as applicable. The capacity assumes the drilled shaft will be rock socketed. The following table displays the axial design load ranges for 36 and 48 inch diameter drilled shaft based on pile dimension and boring information. Approximate PPSC Allowable Bearing Capacity . Boring Pile Length ' tons 18x18 -inch :Pile 24x24 =inch Pile Number (feet)* B -11 35 100 150 B -12 40 100 150 *Length based upon available soil information. Note — .These loads are based on Allowable capacities generated by SPT 97. Allowable Capacity is equal to Ultimate Skin Capacity+ 1/3 End Bearing Capacity. Tierra should be given the opportunity to review these recommendations once final design loads are available. The results of these analyses are presented in the Appendix of this report. Drilled Shafts. Drilled cast -in -place straight -sided concrete shafts are a feasible foundation alternative. Drilled shafts have the ability to develop high axial and lateral capacities. One drilled shaft could potentially take the place of several driven piles. However, the quality control of drilled shaft installation requires more engineering judgment .and precaution compared with driven piles to ensure that the construction is in accordance with. the specifications. Drilled shafts were evaluated as part of this preliminary geotechnical study. This type of foundation system is considered a viable alternative based on the relatively shallow limestone substrata. Once structural loading becomes available, additional analyses will be required to determine pile lengths and refine preliminary recommendations, as applicable. The capacity assumes the drilled shaft will be rock socketed. The following table displays the axial design load ranges for 36 and 48 inch diameter drilled shaft based on pile dimension and boring information. Preliminary Geotechnical Engineering Services Report Site Feasibility Study Bayview Gardens Pinellas County, Florida Tierra Project No.: 6511 -05 -270 Page 10 of 16 :'i � °i 5 S. i_,�'p �' -� *.� ♦ � . '4 Borng�.; 5 _ z{° , p• -Z't :_ tt��,,--�e E ...� y,%.bcr.�r'• -t"�.l _ 1 YwP�leLengfhk ;�- 7 R,� �nlled Shaft' cF' .w Y'L d.:f' TY7 ti7 - -J•^t ��J9E �.�. b "4ers iiaa��.d- AllowableBearlri Ca aclt tons Inc meter, S 400 tar lnch D:ia eter. B -11 1 50 530 B -12 1 50 330 460 *Length based upon available soil information Note — These loads are based on Allowable capacities generated by FBDEEP. Allowable 'Capacity for Augercast Piles is equal to 1/3 Ultimate Skin Capacity+ 1/9 End Bearing Capacity. Tierra should be given the opportunity to review these recommendations once final design loads are available. The results of these analyses are presented in the Appendix of this report. Pile and Shaft Group Action. No reductions of the individual pile or shaft capacities will be required if piles or shafts are spaced center -to- center at 3 times theirwidth or greater. Caps may contribute to the overall bearing capacity of the group, provided that the bottom of the cap is directly in contact with the soils underneath the cap. However, it is not recommended to include this additional capacity because of the potential for loss of soil at the cap. Pile and Shaft Settlement. Settlement of pile supported foundation systems should be minimal and tolerable. However, the tolerance should be confirmed by the structural engineer. Individual pile and shaft head settlements are estimated to be on the order of 1/2 inch or less. Group settlements are estimated to. be on the same order of magnitude for a single row group pattern but will increase slightly for other group configurations. Lateral Load Capacity. It is recommended that lateral load analyses for the chosen foundation type be evaluated using the computer program "L- Pile" for single piles or shafts with a free head condition. All foundation types should be analyzed with the appropriate unsupported length. For the purpose of estimating, driven PPSC piling with unsupported lengths of zero can support lateral loads on the order of 10 to 20 kips based on pile size with deflections on the order of /4 of an inch or less. Lateral load capacities for drilled shafts are highly dependent on steel reinforcement and shaft diameter. Forthe purpose of estimating, shafts with diameters on the order of 36 to 48 inches with unsupported lengths of zero can support lateral loads on the order of 50 to 100 kips, respectively with deflections on the order of /4 of an inch or less. Negative Skin Friction. Based on our evaluation of the subsurface soil conditions encountered in the borings, we estimate that the effects of downdrag loads acting on the piles or shafts will be negligible. Preliminary Geotechnicai Engineering Services Report Site Feasibility Study Bayview Gardens Pinellas County, Florida Tierra Project No.: 6511 -05 -270 Page 11 of 16 PRELIMINARY CONSTRUCTION CONSIDERATIONS General It is recommended that a qualified and certified material engineering firm be retained to provide observation and testing of construction activities involved in the foundation earthwork, and related activities of this project. Tierra cannot accept any responsibility for any conditions, which deviate from those described in this report, if not engaged to provide construction observation and testing for this project. Fill Placement and Subgrade Preparation The following are our recommendations for overall site preparation and mechanical densification work for the construction of the proposed development based on the proposed site development plans and our boring results. These recommendations should be used as a guideline for the project general specifications prepared by the design engineer. The site should be cleared; this primarily includes removing any deleterious materials currently on the site including any remnants from demolition of the existing structures and asphaltic pavement. It is recommended that any undesirable material be removed to the satisfaction of Tierra prior to beginning construction at the site. Any cavities formed should be replaced with compacted structural fill. As a minimum, it is recommended that the clearing operations extend at least five (5) feet beyond the development perimeters. Following the clearing operations, the parking areas and subgrade should be evaluated and proofrolled as directed by representatives of Tierra to confirm that all unsuitable materials have been removed. The proofrolling should consist of compaction with a large diameter, heavy vibratory drum roller. The vibratory drum roller should have a static drum weight on the order of eight (8) to ten (10) tons and should be capable of exerting a minimum impact force of 36,000 pounds (DYNAPAC CA -250 or equivalent is expected to provide acceptable results). The vibratory roller should not be used within 50 feet of any existing structures. These areas should be compacted using a fully loaded 2 cubic yard capacity front -end loader or equivalent. Careful observations should be made during proofrolling to help identify any areas of soft yielding soils that may require overexcavation and replacement. Prior to any field operations, we recommend that a survey be performed (including pictures and /or video) of the existing structures (including utilities) located adjacent to the proposed construction. Documentation should be made of any foundation problems or cracking noted bythe owners and the survey crews. It is also recommended that a follow -up photographic survey be performed after the construction activities. i Preliminary Geotechnical Engineering Services Report Site Feasibility Study Bayview Gardens Pinellas County, Florida Tierra Project No.: 6511 -05 -270 Page 12 of 16 The proofrolling equipment should make a minimum of eight (8) overlapping passes over the structure and pavement areas, with the successive passes aligned perpendicular: It is recommended that within the building area, the natural ground, to a minimum depth of one (1) foot below stripped grade, be compacted to a dry density of at least 95% of the modified Proctor maximum dry density. Following satisfactory completion of the initial compaction and deep foundation system installation, the structure and pavement areas may be brought up to finished subgrade levels, if needed, using structural fill. Imported fill should consist of fine sand with less than 12% passing the No. 200 sieve, free of rubble, organics, clay, debris and other unsuitable material. .� Fill should be tested and approved priorto acquisition: Approved sand fill should be placed in loose lifts not exceeding 12 inches in thickness and should be compacted to a minimum density of 95% of the modified Proctor maximum dry density. Density tests to confirm compaction should be performed in each fill lift before the next lift Is placed. Prior to beginning compaction, soil moisture contents may need to be controlled in order to facilitate proper compaction. If additional moisture is necessary to achieve compaction objectives, then water should be applied in such a way that it will not cause erosion or removal of the subgrade .soils. Moisture content within the percentage range needed to achieve compaction is recommended prior to compaction of the natural ground and fill. After compaction and proofrolling, the building foundation excavations can begin. Foundation excavations should be observed by the geotechnical engineer or a representative to explore the extent of any loose, soft, or otherwise undesirable materials. If the foundation excavations appear suitable as load bearing materials, the bottom of the foundation excavations should be compacted to a minimum density of 95% of the modified Proctor maximum dry density for a minimum depth of one (1) foot below the bottom of the footing depth, as determined by field density compaction tests. 1 Backfill soils placed adjacent to footings or walls should be carefully compacted with a light rubber -tired roller or vibratory plate compactor to avoid damaging the footings or walls. Approved sand fills to provide foundation embedment constraint should be placed in loose lifts not exceeding 6 inches and should be compacted to a minimum density of 95% of the modified Proctor maximum dry density. If soft pockets are encountered in the footing excavations, the unsuitable materials should be removed and the proposed footing elevation may be re- established by backfilling after the undesirable material has been removed. This backfilling .may be done with a very lean concrete or with a well- compacted, suitable fill such as clean sand, gravel, or crushed FDOT No. 57 or FDOT No. 67 stone. Sand backfill should be compacted to a minimum density of 95% of the modified Proctor maximum dry density. ' Preliminary Geotechnical Engineering Services Report Site Feasibility Study Bayview Gardens Pinellas County, Florida Tierra Project No.: 6511 -05 -270 Page 13 of 16 Immediately prior to reinforcing steel placement, it is suggested that the bearing surfaces of all footing and floor slab areas be compacted using hand operated mechanical tampers. In this manner, any localized areas, which have been loosened by excavation operations, should be adequately re- compacted. A representative from our firm should be retained to provide on -site observation of earthwork and ground modification activities. Density tests should be performed in the top one (1) foot of compacted existing ground, each fill lift, and the bottom of foundation excavations. It is important that Tierra be retained to observe that the subsurface conditions are as we have discussed herein, and that foundation construction ground modification and fill placement is in accordance with our recommendations. Pavement Considerations In general, following the completion of the recommended clearing and grading operations and fill placement, the compacted fill and natural shallow sandy soils should be acceptable for construction and support of a flexible (limerock, crushed concrete, or shell base) or semi - flexible (soil cement base) type pavement section. Where truck traffic or heavy loading is anticipated, such as dumpster areas, we would recommend using a rigid pavement section. Any fill utilized to elevate the cleared pavement areas to subgrade elevation should consist of reasonably clean (maximum 12% passing #200 sieve sizes) fine sands uniformly compacted to a minimum depth of 12 inches to a minimum density of 98% of the modified Proctor maximum dry density. In areas where heavy loading is anticipated, we recommend Type B stabilized subgrade (LBR = 40 %) as specified by the MOT SSRBC. A soil cement base should be designed according to MOT or PCA modified short cut design procedures. Strength of 300 psi should be achieved on laboratory cured compressive strength specimens molded from samples taken from the base material as it is placed. A j stabilized subgrade need not be incorporated with a soil cement base. Traffic should not be allowed on the subgrade as the base is placed to avoid rutting. Before paving, the subgrade should be checked for soundness and be true to line and grade prior to paving. The choice of pavement base type will depend on final pavement grades. If a minimum separation of 18 inches between the bottom of the base and the seasonal high groundwater level is obtained, then a limerock, shell, or crushed concrete base can be utilized. A soil cement base should be utilized if the separation between final grade and the seasonal high groundwater is a minimum of 12 inches and less than 18 inches. Base material elevations should not be designed for saturated conditions. If the designer wishes to have base material closer then 12 inches to the SHGWT, then an underdrain system should be utilized that will maintain the 12 inches of separation. The SHGWT should be re- established relative to a known elevation prior to setting final grades. Limerock and shell base material should meet FDOT requirements including compaction to a minimum density of 98% of the modified Proctor maximum dry density and a minimum Limerock Bearing Ratio (LBR) of 100 %. Crushed concrete should be graded in accordance with MOT Standard Specification Preliminary Geotechnical Engineering Services Report Site Feasibility Study Bayview Gardens Pinellas County, Florida Tierra Project No.: 6511 -05 -270 Page 14 of 16 Section 901 -5. Asa guideline for pavement design, we recommend that the base course be a minimum of 6 inches thick in parking areas and 8 inches thick in heavily traveled drives. Before paving, the base should be checked for soundness. If the existing limerock base is to be utilized as part of the new pavement section, additional laboratory testing and thickness determination will be required. The asphaltic concrete structural course should consist of at least one and 'one -half (1'/2) inches of Type S or SP asphaltic concrete material. The asphaltic concrete should meet standard FDOT material requirements and placement procedures as outlined in the current FDOT SSRBC. The asphaltic concrete should be compacted_ to a minimum of 95% of the maximum laboratory density found on the mix design. l As an alternate to the above referenced flexible pavement design, a rigid (concrete) ' pavement design could be used. The concrete should have a minimum compressive strength of 4,000 psi at 28 days when tested in accordance with ASTM C -39. Based on our experience, a minimal thickness of five (5) inches should be utilized for standard duty aapplications and a minimal thickness of six (6) inches should be utilized for heavy -duty applications. The steel reinforcement within the concrete pavement should be designed by the project civil engineer. The subgrade should be prepared to achieve a minimum LBR of 20% as mixed and pulverized to a depth of 12 inches below the pavement base elevation. The subgrade soils should be compacted to a minimum density of 98% of the modified Proctor maximum dry density. Actual pavement section thickness should be provided by the design civil engineer based on traffic loads, volume, and the owners design life requirements. The above sections represent minimum thicknesses representative of typical load and construction practices and as such periodic maintenance should be anticipated. All pavement materials and construction procedures should conform to the FDOT or appropriate city or county requirements. Drainage and Groundwater Concerns The groundwater levels presented in this report are the levels that were measured at the time of our field activities. Fluctuation should be anticipated. We recommend that the Contractor determine the actual groundwater levels at the time of the construction to determine groundwater impact on this construction procedure. Groundwater control may be necessary for the construction of the proposed structure. Groundwater can normally be controlled in shallow excavations or rim ditches with a sump pump. During subgrade soil preparation, any soils below design grade could become disturbed by construction activities. If this becomes the case, the contractor may be directed by the owner's representative to remove the disturbed or pumping soils to a depth of 12 to 18 inches below design grade and ■ backfill the area with structural fill. Water should not be allowed to collect in the foundation excavation, on the floor slab areas, or on prepared subgrades of the construction either during or after construction. Undercut or excavated areas should be sloped toward one corner to facilitate removal of any collected rainwater, groundwater, or surface runoff. Positive site drainage should be provided to reduce infiltration of surface water around the perimeter of the building and beneath the floor slabs. The grades should be sloped away from the building and surface drainage should be Preliminary Geotechnical Engineering Services Report Site Feasibility Study Bayview Gardens Pinellas County, Florida Tierra Project No.: 6511 -05 -270 Page 15 of 16 collected and discharged such that water is not permitted to infiltrate the backfill and floor slab areas of the building. Structural Fill All materials to be used for structural fill or backfill should be evaluated and, if necessary, tested by Tierra prior to placement to determine if they are suitable for the intended use. Suitable fill materials should consist of fine to medium sand with less than 12% passing the No. 200 sieve, free of rubble, organics, clay, debris and other unsuitable material. Excavations .Site excavations for foundations and utilities may encounter groundwater. The clay and silty soils and weathered limestone comprising Strata 2, 3,4 and 5 should not be used as backfill material due to the difficulty in obtaining compaction. In Federal Register, Volume 54, No. 209 (October 1989), the United States Department of Labor, Occupational Safety and Health Administration (OSHA) amended its "Construction Standards for Excavations, 29 CFR, Part 1926, Subpart P ". This document was issued to better ensure the safety of workmen entering trenches or excavations. It is mandated by this federal regulation that excavations, whether they be utility trenches, basement excavations or footing excavations, be constructed in accordance with the new OSHA guidelines. It is our understanding that these regulations are being strictly enforced and if they are not closely followed, the owner and the contractor could be liable for substantial penalties. The contractor is solely responsible for designing and constructing stable, temporary excavations and should shore, slope, or bench the sides of the excavations as required to maintain stability of both the excavation sides and bottom. The contractors "responsible persons ", as defined in 29 CFR Part 1926, should evaluate the soil exposed in the excavations as part of the contractor's safety procedures. In no case should slope height, slope inclination, or excavation depth, including utility trench excavation depth, exceed those specified in all local, state, and federal safety regulations. We are providing this information solely as a service to our client. Tierra does not assume responsibility for construction site safety or the contractor's or other party's compliance with local, state, and federal safety or other regulations. Preliminary Geotechnical Engineering Services Report Site Feasibility Study Bayview Gardens Pinellas County, Florida Tierra Project No.: 6511 -05 -270 Page 16 of 16 REPORT LIMITATIONS The Geotechnical Engineer warrants that the findings, recommendations,. specifications, or professional advice contained herein have been made in accordance with generally accepted professional geotechnical engineering practices. in the local area. No other warranties are implied or expressed. The scope of the exploration was intended to evaluate shallow soil conditions. The recommendations submitted are based on the available subsurface information obtained by Tierra and design details furnished by TBE. If there are any revisions to the plans for this project or if deviations from the subsurface conditions noted in this report are encountered during construction, Tierra should be notified immediately to determine if changes in the foundation recommendations are required. If Tierra . is not retained to perform these functions, Tierra will not be responsible for the impact of those conditions or the geotechnical recommendations for the project. After the plans and specifications are more complete, the Geotechnical Engineer should be` retained and provided the opportunity to review the final design plans and specifications to check that our engineering recommendations have been properly incorporated into the design documents. 'At this time, it may be necessary to submit supplementary recommendations. This report has been prepared forthe exclusive use of Bayview Gardens and its consultant(s) for the specific application to the proposed Bayview Gardens Development, Clearwater, Florida. Appendix A Boring Location Plan -Sheet 1 Soil Profiles -Sheet 2 USDA Soil Survey -Sheet 3 BORING LOCATION PLAN 0 200' PLAN SCALE LEGEND_ Approximate SPT boring location z GEOTECHNICAL SERVICES _ _ _ - _ h _sue"' -►_�`` _' "2 _ -.' r " • GARDENS _ Nam C _ PINELLAS COUNTY, FLORIDA _ - !� . ` ' •� rt �' -� ` 1' K �, qo � '3 i 1�.."l�i� rti "�!Y,i � - 'd � .�+.$WF.,f _ � y,Jy,..� S 'lam, T t� Jy�� y -i.,,� ,�— 2. Tc-�` � ? _ � - 1 t ,9 L a� it ♦ � i � f 7 to •, r�f"'� ��.`� TT-P-PRA _ _ _i » • a y_ `a -_=* °. E1,,y,.W.r^.1��,� -- _ SCALE 44 . NOTED ENGWEERING 1 ••u c 6511-05-270 SHEET 1 SOIL PROFILES LEGEND B -1 B -2 B -4 B -5 B -6 B -7 B -8 B -9 B -10 B -11 0 N N GNE N N N N N N N N 0 LIGHT GRAY TO DARK BROWN FINE SAND _ (� TO FINE SAND WITH SILTS (SP /SP -SM) HA O HA O HA HA 1 HA / 2 HA HA YHA O HA O HA 1 �J O 1A 4 Y HA j HA / Y HA . .. Y HA . Y HA g HA HA O HA HA Y HA I I 5 15 / O 18 / O 14 I I 4 I I O 5 14 O Q 4 3 1 1 2A 5 / LIGHT GRAY TO BROWN CLAYEY FINE SAND (SC) / / 15 / / 6 \J 19 14 7-1 I 11 10 15 . , 9 /// 7 / 2 18 2 13 / / 2 10 19 18 8 i i O 11 O 14 12 • 6 / O 10 17 X// O 17 % 2A 10 LIGHT GREEN TO GRAY CLAY (CHILL) zl w 15 19 23 15 // / O 7 35 16 9 2Z O 12 12 O 15 M z // O (� ®j GRAY TO BROWN SILTY FINE SAND (SM) � `J I a / wo 20 32 32 10 9 O 36 19 O 27 O 34 17 O 6 // O 2O - (Do HIGHLY WEATHERED LIMESTONE 3 / 3 / If ZZI 25 34 39 56 8 70 50 33 27 i/ 2 20 5012 3B 25 A WITH CEMENTED SANDS // 2B O B WITH LIMESTONE FRAGMENTS 30 32 42 5015 58 50 /5 68 5014 16 32 38 30 SP Unified Soil Classification System (ASTM D 2488) Group Symbol As Determined By Visual Review 35 6 -12 B -13 B -14 B -15 = Groundwater Level 35 GNE Groundwater Table Not Encountered 0 N N N s N 0 50/4 Number Of Blows For 4 Inches Of Penetration / HA HA HA - 1 HA O `NR Fell Under Weight Of Rod 5 HA HA / HA - HA / ` Loss Of Circulation Of Drilling Fluid ( °/) Y Y // Y 1 / 2 5 100 5 O 15 / O 14 - I 6 5 .:. 20 11 - i 18 / 2 � I Casing 10 15 16 // 6- I 15 10 / 1 15 17 ..I.. O 8 26 - // s 15 I (D '/ / 2 AB -5 AB -14 / / o 20 14 5014 11 - // 36 O 20 W 0 GNE P2) 0 z 2 W O / // I0o Z 1 Y � m ? / w 5 5 = 25 13 34 WR - // 26 50 25 Z o 1 m IL 3B / •n w M o m I 30 34 39 2- 36 52 30 35 solo 35 GEOTECHNICAL SERVICES DRAWN SMO BAYVIEW GARDENS 40 5012 O 40 CHECKED JAB PINELLAS COUNTY, FLORIDA s APPROVED HVJ 45 50,4 45 TI ERRA GEOTECHNICAL • IALS 5 ss so NOTED MATER SCALE ENGINEERING %, j e DATE NOV 05 PROJ.NO. 6511 -05 -270 SHEET 2 DA SOILS MAP 0 300' PLAN SCALE 3C3 SOIL MAP J NTY DATED 1970 GEOTECHNICAL SERVICES BAYVIEW GARDENS PINELLAS COUNTY, FLORIDA 6.TTIERRA HNICAL • MATERIALS ENGINEERING IO/.TE NOV 05 PROJ NO. 6511 -05 -270 SHEET 3 Appendix B Axial Capacity Curves Drilled Shafts, Appendix B -1 Axial Capacity Curves Driven Shafts, Appendix B -2 Laboratory Summary, Appendix B -3 1 1 1 Appendix B -1 Axial Capacity Curves Drilled Shafts r r ■r� r r rr r rr rr r r r r r r rr r rr Job Name: Bayview Garden State Job (Project) #: 6511 -05 -270 T �2 I I I I I I I P I I I 1 I I E I I I I I I L E I I I I I I V I I I I I I A I I I I I I T oft O I I I I I I IN I I I I I I I I I I I -18 I I I I I I I I I I I I I I I I -26 I I I I I I I I I I I I I I I I I I I I I I I -34 I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I -42 I I I I I I I I I I I I 1 I I I I I I I I I I I I I -50 I I I I I I I I I I I I I I I 0 200 400 600 800 1000 1200 Capacity(tons ♦ 01 Ultimate Side Friction Drilled Shafts File: * * * * * * ** ♦ 02 Mobilized End Bearing Boring Number: B -11 Date: Nov 09, 2005 ■ 03 Ultimate Pile Capacity G. Elev. = 0.00(ft) Engineer: EMF Diameter = 36.00(in) Base D. = 36.00(in) Case L. = 0.00(ft) Bell H. = 0.00(ft) Job Name: Bayview Garden State Job (Project) #: 6511 -05 -270 T (ft) I I I I I I I I I P I I I I I I I I I E I I I I I I I I I E I I I I I I I I I V I I I I I I I I I A I I I I I I I I I -10 0 I I I I I I I I I N I I I I I I I I I I I I I I I I I -18 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I -26 I I I I I I I I I I I I I ( I I I I I I I I I I I I I I I I I -34 I I I I I I I I I I I I I I I I I I I I Al I I I I I I I I I -42 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I -50 I I I I I I I I I I I I I I -100 100 300 500 700 900 1100 1300 1500 1700 Capacity(tons ♦ 01 Ultimate Side Friction Drilled Shafts File: ♦ 02 Mobilized End Bearing Boring Number: B -11 Date: Nov 09, 2005 ■ 03 Ultimate Pile Capacity G. Elev. = 0.00(ft) Engineer: EMF Diameter = 48.00(in) Base D. = 48.00(in) Case L = 0.00(ft) Bell H. = 0.00(ft) Shaft002.tmp Florida Bridge software,Institute Shaft and Pile Analysis (FB -Deep v.1.21) Date: November 09, 2005 Time: 17:24:20 General Information: Input file:= - - - -__ Project number: 6511 -05 -270 job name: Bayview Garden Engineer: EMF Units: English soil Information.: ' Boring date: 11/1/2005 'Boring number: 8 =11 station number and offset: N/A ' Ground Elevation: 0.00(ft) water table Elevation = 4.00(ft) cu is calculated using: Direct method. Rock side - friction is calculated using: McVay's method Hammer type: safety Hammer ID Depth Elevation SPT Blows Unit weight Soil Type (ft) (ft) (Blows /ft) (pcf) - - - -- ------------------------------- - - - -- 1 -- -- --- - - - - -- ------- 0.00 -0.00 - - - - -- 5.00 ----- - 105.00 3- Clean sand 2 4.00 -4.00 5.00 105.00 3- Clean sand ' 3 4.00 -4.00 N/A 105.00 2- clay and silty sand 4 .6.00 -6.00 N/A 105.00.2- clay and silty sand 5 6.00 -6.00 N/A 110.00 2- clay and silty sand 6 10.00 -10.00 N/A 110..00 2- Clay and silty sand 7 10.00 -10.00 N/A 120.00 1- Plastic Clay 8 15.00 -15.00 N/A 120.001- Plastic Clay 9 15.00 -15.00 N/A 115.00 1- Plastic Clay 10 20.00 -20.00 N/A 115.00 1- Plastic Clay 11 20.00 -20.00 N/A 125.00 1- Plastic Clay 12 25.00 -25.00 N/A 125.00 1- Plastic Clay 13 25.00 -25.00 N/A 125.00.1- Plastic Clay 14 35.00 -35.00 N/A 125.00 1- Plastic clay 15 35.00 -35.00 N/A 135.00 4- Lime stone /very shelly sand 16 50.00 -50.00 N/A 135.00 4- Lime stone /very shelly sand ID Cu -DIR qu qt Em qb (tsf) (tsf) (tsf) (ksi) ---- (tsf) - - - - -- - - - -- 1 ---- - - - - -- ---- - - - - -- ---- 0.00 N /A. - - - - -- N/A ---- - - - - -- N/A N/A 2 0.00 N/A N/A N/A N/A 3 0.30 N/A N/A N/A N/A 4 0.30 N/A N/A N/A N/A 5 0.70 N/A N/A N/A N/A 6 0.70 N/A N/A N/A N/A 7 0.75 N/A N/A N/A N/A ' 8 0.75 N/A N/A N/A N/A 9 0.38 N/A N/A N/A N/A 10 0.38 N/A N/A N/A N/A 11 5.00 N/A N/A N/A N/A ' 12 5.00 N/A N/A N/A N/A 13 2.40 N/A N/A N/A N/A 14 2.40 N/A N/A N/A N/A Page 1 Drilled shaft Data: Unit weight of concrete = 150.00(pcf), concrete slump = 6.00(in) shaft002.tmp 15 0.00 16.00 11.00 25.56 8.00 16 0.00 16.00 11.00 25.56 8.00 ID RQD F.M. S.R.I. Rock Recovery - - - -- ---- - - - - -- ---- - - - - -- ------ .- - - - - -- 2 N/A N/A N/A (ft) (in) (in) (ft) ---- - - - - -- ---- - - - - -- (ft) ---- - - - - -- 4 N/A N/A N/A 36.00 36.00 0.00 2 6 -6.00 0.00 36.00 36.00 N/A N/A N/A -7.00 0.00 36.00 36.00 9 N/A N/A N/A 10 N/A N/A N/A 11 N/A N/A N/A 12 N/A N/A N/A 13` N/A N/A N/A 14 N/A N/A N/A 15 1.00 ROUGH 1.000 16 1.00 ROUGH 1.000 Drilled shaft Data: Unit weight of concrete = 150.00(pcf), concrete slump = 6.00(in) Modulus of Elasticity of- concrete = 3605.00(ksi) shaft Geometry: --------- ID - - - - -- Length Tip Elev. case Len. Diameter Base Diam. Bell Len. (ft) (ft) (in) (in) (ft) ---- - - - - -- ---- - - - - -- (ft) ---- - - - - -- - - - -- ---- 1 - - - - -- 5.00 ---- - - - - -- -- -- - -5.00 - - - -- 0.00 36.00 36.00 0.00 2 6.00 -6.00 0.00 36.00 36.00 0.00 3 7.00 -7.00 0.00 36.00 36.00 0.00 4 8.00 -8.00 0.00 36.00 36.00 0.00 5 9.00 -9.00 0.00 36.00 36.00 0.00 6 10.00 -10.00 0.00 36.00 36.00 0.00 7 11.00 -11.00 0.00 36.00 36.00 0.00 8 12.00 - 12.00 0.00 36.00 36.00 0.00 9 13.00 -13.00 0.00 36.00 36.00 0.00 10' 14.00 -14.00 0.00 36.00 36.00 0.00 11 15.00 - 15.00. 0.00 36.00 36.00 0.00 12 16.00 -16.00 0.00 36.00 36.00 0.00 13 17.00 -17.00 0.00 36.00 36.00 0.00 14 18.00 -18.00 0.00 36.00 36.00 0.00 15 19.00 -19.00 0.00 36.00 36.00 0.00 16 20.00 -20.00 0.00 36.00 36.00 0.00 17 21.00. -21.00 0.00 36.00 36.00 0.00 18 22.00 -22.00 0.00 36.00 36.00 0.00 19 23.00 -23.00 0.00 36.00 36.00 0.00 20 24.00 -24.00 0.00 36.00 36.00 0.00 21 25.00 -25.00 0.00 36.00 36.00 0.00 22 26.00 -26.00 0.00 36.00 36.00 0.00 23 27.00 -27.00 0.00 36.00 36.00 0.00 24 28.00 -28.00 0.00 36.00 36.00 0.00 25 29.00 -29.00 0.00 36.00 36.00 0.00 26 30.00 -30.00 0.00 36.00 36.00 0.00 27 31.00 - 31.005 0.00 36.00 36.00 0.00 28 32.00 -32.00 0.00 36.00 36.00 0.00 29 33.00 -33.00 0.00 36.00 36.00 0.00 Page 2 1 ' Shaft002.tmp 30 34.00 -34.00 0.00 36.00 36.00 0.00 31 35.00' -35.00 0.00 36.00 36.00 0.00 32 36.00 -36.00 0.00 36.00 36.00 0.00 33 37.00 -37.00 0.00 36.00 36.00 0.00 34 38.00 -38.00 0.00 36.00 36.00 0.00 35 39.00 -39.00 0.00 36.00 36.00 0.00 36 40.00 -40.00 0.00 36.00 36.00 0.00 ' 37 41.00 -41.00 0.00 36.00. 36.00 0.00 38. 42.00 -42.00 0.00 36.00 36.00 0.00 39 43.00 -43.00 0.00 36.00 36.00 0.00 40 44:00 -44.00 0.00 36.00 36.00 0.00 41. 45.00 -45.00 0.00 36.00 36.00 0.00 42 46.00 -46.00 0.00 36.00 36.00 0.00 43 47.00 -47.00 0.00 36.00 36.00 0.00 44 48.00 -48.00 0.00 36.00 36.00 0.00 45 49.00 -49.00 0.00 36.00 36.00 0.00 46 50.00 -50.00 0.00 36.00 36.00 0.00 47 5.00 -5.00 0.00 48.00 48.00 0.00 48 6.00 -6.00 0.00 48.00 48.00 0.00 49 7.00 -7.00 0.00 48.00 48.00 0.00 50 8.00 -8.00 0.00 48.00 48.00 0.00 51 9.00 -9.00 '0.00 48.00 48.00 0.00 52 10.00 -10.00 0.00 48.00 48.00 0.00 53 11.00 -11.00 0.00 48.00 48.00 0.00 54 12.00 -12.00 0.00 48.00 48.00 0.00 55 13.00 -13.00 0.00 48.00 48.00 0.00 56 14.00 -14.00 0.00 48.00 48.00 0.00 .57 15.00 -15.00 0.00 48.00 48.00 0.00 58 16.00 - 16.00. 0.00 48.00 48.00 0.00 59 17..00 -17.00 0.00 48.00 48.00 0.00 60 18.00 -18.00 0.00 48.00 48.00 0.00 r� 61 19.00 -19.00 0.00 48.00 48.00 0.00 62 20.00 -20.00 0.00 48.00 48.00 0.00 63 21.00 -21.00 0.00 48.00 48.00 0.00 64 22.00 -22.00 0.00 48.00 48.00 0.00 65 23.00 -23.00 0.00 48.00 48.00 0.00 66 24.00 -24.00 0.00 48.00 48.00 0.00 67 25.00 -25.00 0.00 48.00 48.00 0.00 68 69 26.00 27.00 -26.00 -27.00 0.00 0.00 48.00 48.00 48.00 48.00 0.00 0.00 70 28.00 -28.00 0.00 48.00 48.00 0.00 71 29.00 -29.00 0.00 48.00 48.00 0.00 72 30.00 -30.00 0.00 48.00 48.00 0.00 73 31.00 -31.00 0.00 48.00 48.00 0.00 74 32.00 -32.00 0.00 48.00 48.00 0.00 75 33.00 -33.00 0.00 48.00 48.00 0.00 76 34.00 -34.00 0.00 48.00 48.00 0.00 77 35.00 -35.00 0.00 48.00 48.00 48.00 48.00 0.00 0.00 78 36.00 -36.00 0.00 79 37.00 -37.00 0.00 4,8.00 48.00 0.00 80 38.00 -38.00 0.00 48.00 48.00 0.00 81 39.00 -39.00 0.00 0.00 48.00 48.00 48.00 48.00 0.00 0.00 82 40.00 -40.00 83 41.00 -41.00 0.00 48.00 48..00 0.00 84 42.00 -42.00 0.00 48.00 48.00 0.00 ' 85 43.00 -43.00 0.00 0.00 48.00 48.00 48.00 48.00 0.00 0.00 86 44.00 -44.00 87 45.00 -45.00 0.00 48.00 48.00 0.00 88 46.00 -46.00 0.00. 48.00 48.00 0.00 89 47.00 -47.00 0.00 48.00 48.00 0.00 90 48.00 -48.00 0.00 48.00 48.00 0.00 91 49.00 - 49.00 0.00 48.00 48.00 0.00 92 50.00 -50.00 0.00 48.00 48.00 0.00 Page 3 shaft002.tmp Drilled shaft capacity (sorted by shaft diameter): strength reduction factors: skin- friction = 1.00, End- bearing = 1.00 ID Diameter 1 (in) Length skin Fric. End Bearing capacity (ft) (tons) (tons) (tons) 5.00 1 36.00 0.642 7.00 2 36.00 0.642 9.00 3 36.00 5.826 11.00 4 36.00 13.083 5 36.00 14.00 20.599 6 36.00 16.00 28.375 7 36.00 18.00 36.150 8 36.00 20.00 9 36.00 41.982 22.00 10 36.00 45.870 24.00 11 36.00 97.706 26.00 12 36.00 149.542 13 36.00 29.00 14 36.00 -� 15 36.00 32.00 16 36.00 237.664 17 36.00 35.00 262.545 18 36.00 1 412.460 19 36.00 39.00 549.935 20 36.00 41.00 21 36.00 737.486 22 36.00 44.00 23 36.00 925.036 24 36.00 47.00 25 36.00 1112.587 26 36.00 50.00 27 36.00 28 36.00 29 36.00 30 36.00 31 36.00 32 36.00 33 36.00 34 36.00 35 36.00 36 36.00 37 36.00 38 39 36.00 36.00 40 36.00 41 36.00 42 43 36.00 36.00 44 36.00 45 36.00 46 = shaft 36.00 diameter 47 48.00 48 48.00 49 50 48.00 48.00 51 48.00 52 48.00 53 .48.00 Length skin Fric. End Bearing capacity (ft) (tons) (tons) (tons) 5.00 0.642 6.00 0.642 7.00 0.642 8.00 0.642 9.00 2.197 10.00 5.826 11.00 9.455 12.00 13.083 13.00 16.712 14.00 20.599 15.00 24.487 16.00 28.375 17.00 32.263 18.00 36.150 19.00 38.094 20.00 40.038 21.00 41.982 22.00 43.926 23.00 45.870 24.00 71.788 25.00 97.706 26.00 123.624 27.00 149.542 28.00 175.460 29.00 187.901 30.00 200.342 31.00 212.782 32.00 225.223 33.00 237.664 34.00 250.104 35.00 262.545 36.00 337.503 37.00 412.460 38.00 487.418 39.00 549.935 40.00 612:452 41.00 674.969 42.00 737.486 43.00 800.003 44.00 862.519 45.00 925.036 46.00 987.553 47.00 1050.070 48.00 1112.587 49.00 1175.104 50.00 * * * * ** shaft 48.00n) 5.00 6.00 7.00 8.00 9.00 10.00 11.00 29.264 29.906 31.809 32.451 34.724 35.367 36.168 36.810 37.729 39.926 39.407 45.233 39.849 49.304 53.260 66.343 66.670 83.382 80.081 100.681 93.315 117.802 105.047 133.422 109.553 141.816 114.059 150.210 118.566 156.660 124.397 164.435 145.937 187.919 167.476 211.402 189.016 234.885 210.555 282.343 217.712 315.418 203.261 326.885 183.469 333.011 163.677 339.137 143.885 331.786 131.319 331.660 125.978 338.760 120.637 345.860 115.296 352.960 109.956 360.060 56.549 319.094 56.549 394.051 56.549 469.009 56.549 543.967 56.549 606.484 56.549 669.001 56.549 731.517 56.549 794.034 56.549 856.551 56.549 919.068 56.549 981.585 56.549 1044.102 56.549 1106.619 56.549 1169.136 56.549 1231..653 length is too long * * * * ** 0.857 52.025 52.881 0.857 53.132 53.989 0.857 56.313 57.170 0.857 58.237 59.094 0.857 68.173 69.029 2.930 100.439 103.369 7.768 122.090 129.858 Page 4 13 36.00 14 36.00 15 36.00 16 36.00 17 36.00 18 36.00 19 36.00 20 36.00 21 36.00 22 36.00 23 36.00 24 36.00 25 36.00 26 36.00 27 36.00 28 36.00 29 36.00 30 36.00 31 36.00 32 36.00 33 36.00 34 36.00 35 36.00 36 36.00 37 36.00 38 36.00 39 36.00 40 36.00 41 36.00 42 36.00 43 36.00 44 36.00 45 36.00 46 36.00 shaft diameter 47 48.00 48 48.00 49 48.00 50 48.00 51 48.00 52 48.00 53 48.00 54 48.00 55 48.00 56 48.00 57 48.00 58 48.00 59 48.00 60 48.00 61 48.00 62 48.00 63 48.00 64 48.00 65 48.00 66 48.00 67 48.00 68 48.00 69 48.00 70 48.00 71 48.00 72 48.00 73 48.00 74 48.00 17.00 18.00 19.00 20.00 21.00 22.00 23.00 24.00 25.00 26.00 27.00 28.00 29.00 30.00 31.00 32.00 33.00 34.00 35.00 36.00 37.00 38.00 39.00 40.00 41.00 42.00 43.00 44.00 45.00 46.00 47.00 48.00 49.00 50.00 48.00n) 5.00 6.00 7.00 8.00 9.00 10.00 11.00 12.00 13.00 14.00 15.00 16.00 17.00 18.00 19.00 20.00 21.00 22.00 23.00 24.00 25.00 26.00 27.00 28.00 29.00 30.00 31.00 32.00 shaft002.tmp 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 , 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 .0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 shaft length is too long 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Page 6 Page 7 shaft002.tmp 75 48.00 33.00 0.000. 0.000 0.000. 76 48.00 34.00 0.000 0.000 0.000 77 48.00 35.00 0.000 0.000 0.000 78 48.00 36.00 0.000 0.000 0.000 79 48.00 37.00 0.000 0.000 0.000 80 48.00 38.00 0.000 0.000 0.000 81 48.00 39.00 40.00 0.000 0.000 0.000 0.000 0.000 0.000 82 48.00 83 48.00 41.00 0.000 0.000 0.000 84 48.00 42.00 0.000 0.000 0.000 85 48.00 43.00 0.000 0.000 0.000 86 48.00 44.00 0.000 0.000 0.000 48.00 45.00 0.000 0.000 0.000 .87 88 48.00 46.00 0.000 0.000 0.000 89 48.00 47.00 0.000 0.000 0.000 90 48.00 48.00 0.000 0.000 0.000 91 48.00 49.00 0.000 0.000 0.000 92 48.00 50.00 shaft length is too long Page 7 Job Name: Bayview Garden State Job (Project) #: 6511 -05 -270 I T (ft) I I I I I 1 P I I I I I I I I I I E I I I I I L I I E I I I V I I I I I A I I I I I T -10 O I I I I N I I I I I I I I I I I I I I I I I I I I -18 I I I I I -26 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I -34 I I I I I I I I I I I l I I I I I I I I I I -4 I I I I I I I I I I I I I I I I I I I I -50 -0 200 400 600 800 1000 Capacity(tons) ♦ 01 Ultimate Side Friction Drilled Shafts File: * * * * * * ** ♦ 02 Mobilized End Bearing Boring Number: B -12 Date: Nov 09, 2005 ■ 03 Ultimate Pile Capacity G. Elev. = 0.00(ft) Engineer: EMF Diameter = 36.00(in) Base D. = 36.00(in) Case L. = 0.00(ft) Bell H. = 0.00(ft) Job Name: Bawiew Garden State Job (Project) #: 6511 -05 -270 T (ft) I I I I I I I 1 P I I I I I I I 1 I I I I I I E I I I I I I I L E I I I I I I t V I I I I I I I A I I I I I I I -10 O I I I I I I I N I I I I I I 1 I I I I I I I -18 I I I I I I I I I I I I I I I I I I I I I I I I I I I -26 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I -34 I I I I I I I I I I I I I I I I I I I I I I I I I -42' I I I I I I I I I I I I I I I I I I I 11 I I I I I I I I I -50, I I I I I I I I I I I I I I I 0 200 400 600 .800 1000 1200 1400 Capacity(tons ♦ 01 Ultimate Side Friction Drilled Shafts File: ' ♦ 02 Mobilized End Bearing Boring Number: B -12 Date: Nov 09, 2005 ■ 03 Ultimate Pile Capacity G. Elev. = 0.00(ft) Engineer: EMF Diameter = 48.00(in) Base D. = 48.00(in) Case L. = 0.00(ft) Bell H. = 0.00(ft) i ID RQD F.M. S.R.I. Rock Recovery - - - -- ---- - - - - -- ---- - - - - -- ------- - - - - -- 2 N/A N/A N/A Page 1 shaft002.tmp Florida Bridge software Institute Date: November 09, 2005 shaft and Pile Analysis (FB -Deep v.1.21) Time: 17:36:40 General Information: - =Input file:= - - - -_- Project number: 6511 -05 -270 Job name: Bayview Garden Engineer: EMF units: English. soil Information: Boring date: 11/1/2005 Boring number: B -12 station number and offset: N/A -�, Ground Elevation: 0.00(ft) water table Elevation = 5.00(ft) cu is calculated using: Direct method. Rock side - friction is calculated using: McVay's method Hammer type: safety Hammer ID Depth Elevation SPT Blows unit weight Soil Type (ft) (ft) (Blows /ft) (pcf) ----- - - - - -- ------------------------------- - - - -- -- -- --- - - - - -- ------- 0.00 -0.00 - - - - -- 5.00 105.00 3- Clean sand \1 2 8.00 -8.00 5.00 105.00 3- Clean sand 3 8.00 -8.00 15.00 110.00 3- clean sand 4 10.00 -10.00 15.00 110.00 3- Clean sand 5 10.00 -10.00 N/A 110.00 2- clay and silty sand 6 15.00 -15.00 N/A 110.00 2- Clay and silty sand 7 15.00 -15.00 N/A 120.00 1- Plastic Clay 8• 25.00 -25.00 N/A 120.00 1- Plastic Clay 9 25.00 -25.00 N/A 125.00 1- Plastic Clay 10 35.00 -35.00 N/A 125.00 1- Plastic Clay 11 35.00 -35.00 N/A 135.00 4- Lime stone /very shelly.sand 12 50.00 -50.00 N/A 135.00 4- Lime Stone /very shelly sand ID Cu -DIR qu qt Em qb (tsf) (tsf) (tsf) (ksi) ---- (tsf)- ----- ----- ---- - - - - -- ---- - - - - -- ---- 1 '0.00 N/A - - - - -- N/A ----- N/A N/A 2 0.00 N/A N/A N/A N/A 3 0.00 N/A N/A N/A N/A 4 0.00 N/A N/A N/A N/A 5 0.70 N/A N/A N/A N/A 6 0.70 N/A N/A N/A N/A 7 0.88 N/A N/A N/A N/A 8 0.88 N/A N/A N/A N/A 9 2.20 N/A N/A N/A N/A 10 2.20 N/A N/A N/A N/A 11 0.00 16.00 11.00 25.56 8.00 12 0.00 16.00 11.00 25.56 8.00 ID RQD F.M. S.R.I. Rock Recovery - - - -- ---- - - - - -- ---- - - - - -- ------- - - - - -- 2 N/A N/A N/A Page 1 shaft002.tmp 4 N/A N/A N/A 6 N/A N/A N/A 8 N/A N/A N/A 10 N/A N/A N/A 11 1.00 ROUGH 1.000 - 12 1.00 ROUGH 1.000 Drilled shaft Data: Unit weight of concrete = 150.00(pcf), Concrete slump = 6.00(in) Modulus of Elasticity of concrete = 3605.00(ksi) shaft Geometry: ID Length Tip Elev. Case Len. Diameter .Base Diam. Bell Len. (ft) - (ft) (in) (in) (ft) (ft) - - - - -- ---- - - - - -- ---- - - - - -- - - - -- 1 ---- - - - -- ---- 5.00 - - - - -- ---- - -5.00 - - - -- 0.00 ---- 36.00 36.00 0.00 2 6.00 -6.00 0.00 36.00 36.00 0.00 3 7.00 -7.00 0.00 36.00 36.00 0.00 4 8.00 -8.00 0.00 36.00 36.00 0.00 5 9.00 -9.00 0.00 36.00 36.00 0.00 6 10.00 -10.00 0.00 36.00 36.00. 0.00 7 11.00 -11.00 0.00 36.00 36.00 0.00 8 12.00 -12.00 0.00 36.00 36.00 0.00 9 13.00 -13.00 0.00 36.00 36.00 0.00 10 14.00 -14.00 0.00 36.00 36.00 0.00 11 15.00 -15.00 0.00 36.00 36.00 0.00 12 16.00 -16.00 0.00 36.00 36.00 0.00 13 17.00 -17.00 0.00 36.00 36.00 0.00 14 18.00 -18.00 0.00 36.00 36.00 0.00 15 19.00 -19.00 0.00 36.00 36.00 0.00 16 20.00 -20.00 0.00 36.00 36.00 0.00 17 21.00 -21.00 0.00 36.00 36.00 0.00, 18 22.00 -22.00 0.00 36.00 36.00 0.00 19 23.00 -23.00 0.00 36.00 36.00 0.00 20 24.00 -24.00 0.00 36.00 36.00 0.00 21 25.00 -25.00 0.00 36.00 36.00 0.00 22 26.00 -26.00 0.00 36.00 36.00 0.00 23 27.00 -27.00 0.00 36.00 36.00 0.00 24 28.00 -28.00 0.00 36.00. 36.00 0.00 25 29.00 -29.00 0.00 36.00 36.00 0.00 26 30.00 -30.00 0.00 36.00 36.00 0.00 27 31.00 -31.00 0.00 36.00 36.00 0.00 28 32.00 -32.00 0.00 36.00 36.00 0.00 29 33.00 - 33.00 0.00 36.00 36.00 0.00 30 34.00 -34.00 0.00 36.00 36.00 0.00 31 35.00 -35.00 0.00 36.00 36.00 0.00 32 36.00 - 36.00 0.00 36.00 36.00 0.00. 33 37.00 -37.00 0.00 36.00 36.00 0.00 34 38.00 -38.00 0.00 36.00 36.00 0.00 35 39.00 -39.00 0.00 36.00 36.00 0.00 36 40.00 -40.00 0.00 36.00 36.00 0.00 .37 41.00 -41.00 0.00 36.00 36.00 0.00 38 42.00 -42.00 0.00 36.00 36.00 0.00 39 43.00 - 43.00 0.00 36.00 36.00 0.00 40 44.00 -44.00 0.00 36.00 36.00 0.00. 41 45.00 -45.00 0.00 36.00 36.00 0.00 Page 2 I Drilled shaft capacity (sorted by shaft diameter): strength reduction factors: skin - friction = 1.00, End- bearing = 1.00 ID Diameter Length skin Fric. End Bearing capacity (in) (ft) (tons) (tons) (tons) - - - -- ---- - - - - -- ---- - - - - -- ------ - - - - -- ------ - - - - -- ------ - - - - -- 36.00 5.00 1.004 29.688 30.692 36.00 6.00 1.439 31.809 33.248 36.00 7.00 1.945 34.106 36.051 Page 3 shaft002.tmp 42 46.00 -46.00 0.00 36.00 36.00 0.00 43 47.00 -47.00 0.00 36.00 36.00 0.00 44 48.00 -48.00 0.00 36.00 36.00 0.00 45 49.00 -49.00 0.00 36.00 36.00 0.00 46 50.00 -50.00 0.00 36.00 36.00 0.00 47 5.00 -5.00 0.00 48.00 48.00 0.00 48 6.00 -6.00 0.00 48.00 48.00 0.00 49 7.00 -7.00 0.00 48.00 48.00 0.00 50 8.00 -8.00 0.00 48.00 48.00 0.00 51 9.00 -9.00 0.00 48.00 48.00 0.00 52 10.00 -10.00 0.00 48.00 48.00 0.00 53 11.00 -11.00 0.00 48.00 48.00 0.00 54 12.00 -12.00 0.00 48.00 48.00 0.00 55 13.00 -13.00 0.00 48.00 48.00 0.00 56 14.00 - 14.00 0.00 48.00 48.00 0.00 57 15.00 -15.00 0.00 48.00 48.00 0.00 58 16.00 -16.00 0.00 48.00 48.00 0.00 59 17.00 -17.00 0.00 48.00 48.00 0.00 60 18.00 -18.00 0.00 48.00 48.00 0.00 61 19.00 -19.00 0.00 48.00 48.00 0.00 62 20.00 -20.00 0.00 48.00 48.00 0.00 63 21.00 -21.00 0.00 48.00 48.00 0.00 64 22.00 -22.00 0.00 48.00 48.00 0.00 65 23.00 -23.00 0.00 48.00 48.00 0.00 66 24.00 - 24.00 0.00 48.00 48.00 0.00 67 25.00 -25.00 0.00 48.00. 48.00 0.00 68 26.00 -26.00 0.00 48.00 48.00 0.00 69 27.00 -27.00 0.00 48.00 48.00 0.00 70 28.00 -28.00 0.00 48.00 48.00 0.00 71 29.00 - 29.00 0.00 48.00 48.00 0.00 72 30.00 -30.00 0.00 48.00 48.00 0.00 73 31.00 -31.00 0.00 48.00 48.00 0.00 74 32.00 -32.00 0.00 48.00 48.00 0.00 75 33.00 -33.00 0.00 48.00 48.00 0.00 76 34.00 -34.00 0.00 48.00 48.00 0.00 77 35.00 -35.00 0.00 48.00 48.00 0.00 78 36.00 -36.00 0.00 48.00 48.00 0.00 79 37.00 -37.00 0.00 48.00 48.00 0.00 80 38.00 =38.00 0.00 48.00 48.00 0.00 81 39.00 -39.00 0.00 48.00 48.00 0.00 82 40.00 -40.00 0.00 48.00 48.00 0.00 83 41.00 - 41.00 0.00 48.00 48.00 0.00 84 42.00 -42.00 0.00 48.00 48.00 0.00 85 43.00 -43.00 0.00 48.00 48.00 0.00 86 44.00 -44.00 0.00 48.00 48.00 0.00 87 45.00 -45.00 0.00 48.00 48.00 0.00 88 46.00 -46.00 0.00 48.00 48.00 0.00 89 47.00 -47.00 0.00 48.00 48.00 0.00 90 48.00 -48.00 0.00 48.00 48.00 0.00 91 49.00 -49.00 0.00 48.00 48.00 0.00 92 50.00 -50.00 0.00 48.00 48.00 0.00 Drilled shaft capacity (sorted by shaft diameter): strength reduction factors: skin - friction = 1.00, End- bearing = 1.00 ID Diameter Length skin Fric. End Bearing capacity (in) (ft) (tons) (tons) (tons) - - - -- ---- - - - - -- ---- - - - - -- ------ - - - - -- ------ - - - - -- ------ - - - - -- 36.00 5.00 1.004 29.688 30.692 36.00 6.00 1.439 31.809 33.248 36.00 7.00 1.945 34.106 36.051 Page 3 �I shaft002.tmp 4 36.00 8.00 2.510 36.050 38.560 5 36.00 9.00 4.411 39.172 43..583 6 36.00 10.00 6.518 42.294 48.812 7 36.00 11.00 6.518 44.532 51.050 8 36.00 12.00 6.518 44.532 51.050 9 36.00 13.00 6.518 44.532 51.050 10 36.00 14.00 10.147 44.532 54.679 11 36.00 15.00. 13.775 50.099 63.874 12 36.00 16.00 17.404 51.336 68.739 13 36.00 17.00 21.032 57.256 78.288 14 36.00 18.00 24.661 63.175 87.836 15 36.00 19.00 29.197 69.095 98.292 16 36.00 20.00 33.732 74.397 108.129 17, 36.00 21.00 38.268 79.080 117.348 18 36.00 22.00 42.804 83.763 126.566 19 36.00 23.00 47.339 88.446 135.785 20 36.00 24.00 51.875 93.129 145.004 21 36.00 25.00 56.411 97.812 154.222 22 36.00 26.00 60.946 107.177 168.124 23 36.00 27.00 65.482 111.909 177.391 24 36.00 28.00 70.018 116.641 186.659 25 36.00 29.00 81.422 121.373 202.795 26 36.00 30.00 92.826 121.423 214.248 27 36.00 31.00 104.230 116.789 221.018 ' 28 36.00 32.00 115.634 112.155 227.788 29 36.00 33.00 127.038 107.521 234.559 30 36.00 34.00 138.442 102.887 241.329 31 36.00 35.00 149.846 56.549 206.394 32 36.00 36.00 223.766 56.549 280.315 33 36.00 37.00 297.687 56.549 354.236 34. 35 36.00 36.00 38.00 39.00 371.608 434.125 56.549 56.549 428.157 490.674 36 36.00 40.00 496.642 56.549 553.191 37 36.00 41.00 559.159 56.549 615.708 38 36.00 42.00 621.676 56.549 678.225 39 36.00 43.-00 684.193 56.549 740.741 40 36.00 44.00 746.710 56.549 803.258 41 36.00 45.00 809.227 56.549 865.775 42 36.00 46.00 871.743 56.549 928.292 43 44 36.00 36.00 47.00 48.00 934.260 996.777 56.549 56.549 990.809 1053.326 45 36.00 49.00 1059.294 56.549 1115.843 46 36.00 50.00 * * * * ** shaft length is too long shaft diameter = 48.0(in) 47 48.00 5.00 1.338 52.779 54.117 48 48.00 6.00 1.919 56.549 58.468 49 48.00 7.00 2.593 60.083 62.676 50 48.00 8.00 3.347 63.281 66.627 ' 51 48.00 9.00 5.881 67.544 73.425 52 48.00 10.00 8.691 71.000 79.691 53 48.00 11.00 8.691 74.456 83.147 54 48.00 12.00 8.691 77.911 86.603 55 48.00 13.00 8.691 79.168 87.859 56 48.00 14.00 8.691 79.168 87.859 57 48.00 15.00 13.529 101.552 115.081 58 48.00 16.00 18.367 109.445 127.812 59 48.00 17.00 23.205 117.338 140.544 60 48.00 18.00 28.043 125.232 153.275 61 48.00 19.00 32.881 133.125 166.006 62 48.00 20.00 38.929 141.018 179.947 63 48.00 21.00 44.976 148.911 193.888 64 48.00 22.00 51.024 155.155 206.179 65 48.00 23.00 57.072 161.399 218.471 Page 4 shaft002.tmp 66 48.00 24.00 63.119 161.465 224.584 67 48.00 25.00 69.167 161.530 230.697 Drilled shaft capacity at user - Defined settlement (sorted by shaft diameter): capacity is NOT modified by the strength reduction factors user - Defined settlement = 0.00% 68 48.00 26.00 75.214 167.840 243.054 Bearing 69 48.00 27.00 81.262 174.149 255.411 (tons). ------ - - - - -- 70 48.00 28.00 87.309 180.45.8 267.768 2 71 48.00 29.00 93.357 186.768 280.125 36.00 72 48.00 30.00 108.562 193.077 .301.639 8.00 73 48.00 31.00 123.768 199.386 323.154 0.000 74 48.00 32.00 138.973 193.208 332.181 0.000 75 48.00 33.00 154.178 187.029 341.208 0.000 8 76 48.00 34.00 169.383 180.851 350.234 36.00 ' 77 48.00 35.00 184.589 100.531 285.120 0.000 0.000 78 48.00 36.00 283.150 100.531 383.681 0.000 79 48.00 37.00 381.711 100.531 482.242 13 80 48.00 38.00 480.272 100.531 580.803 36.00 81 48.00 39.00 578.834 100.531 679.364 19.00 82 48.00 40.00 662.189 100.531 762.720 0.000 83 48.00 41.00 745.545 100.531 846.076 0.000 84 48.00 42.00 828.901 100._531 929.432 = 85 48.00 43.00 912.257 100.531 1012.788 20 86 48.00 44.00 995.613 100.531 1096.144 36.00 87 48.00 45.00 1078.969 100.531 1179.500 26.00 0.000 88 48.00 46.00 1162.325 100.531 1262.856 0.000 0.000 89 48.00' 47.00 1245.680 100.531 1346.211 90 48.00 48.00. 1329.036 100.531 1429.567 91 48.00. 49.00 1412.392 100.531 1512.923 92 48.00 50.00 shaft length is too long Drilled shaft capacity at user - Defined settlement (sorted by shaft diameter): capacity is NOT modified by the strength reduction factors user - Defined settlement = 0.00% ID Diameter Length skin Fric. End Bearing capacity (in) (ft) (tons) (tons) - - - - -- (tons). ------ - - - - -- - - - -- 1 ---- - - - - -- ---- 36.00 - - - - -- 5.00 ------ - - - - -- ------ 0.000 0.000 0.000. 2 36.00 6.00 0.000 0.000 0.000 3 36.00 7.00 0.000 0.000 0.000 ' 4 36.00 8.00 0.000 0.000 0.000 5 36.00 9.00 0.000 0.000 0.000 6 36.00 10.00 0.000 0.000 0.000 7 36.00 11.00 0.000 0.000 0.000 8 36.00 12.00 0.000 0.000 0.000 .9 36.00 13.00 0.000 0.000 0.000 10 36.00 14.00 0.000 0.000 0.000 11 36.00 15.00 0.000 0.000 0.000 12 36.00 16.00 0.000 0.000 0.000 13 36.00 17.00 0.000 0.000 0.000 14 36.00 18.00 0.000 0.000. 0.000 15 36.00 19.00 0.000 0.000 0.000 16 36.00 20.00 0.000 0.000 0.000 17 36.00 21.00 .0.000 0.000 0.000 18 36.00 22.00 0.000 0.000 0.000 19 36.00 23.00 0.000 0.000 0.000 20 36.00 24.00 0.000 0.000 0.000 21 36.00 25.00 0.000 0.000 0.000 22 36.00 26.00 0.000 0.000 0.000 23 36.00 27.00 0.000 0.000 0.000 24 36.00 28.00 0.000 0.000 0.000 Page 5 ' 50 48.00 25 36.00 26 36.00 27 36.00 28 36.00 29 36.00 30 36.00 31 36.00 32 36.00 33 36.00 34 36.00 61 35 36.00 62 63 48.00 48.00 36 36.00 48.00 37 36.00 38 36.00 68 39 36.00 '69 48.00 40 36.00 48.00 48.00 41 36.00 42 36.00 43 36.00 44 36.00 45 36.00 46 36.00 shaft diameter 47 48.00 48 48.00 49 48.00 29.00 30.00 31.00 32.00 33.00 34.00 35.00 36.00 37.00 38.00 39.00 40.00 41.00 42.00 43.00 44.00 45.00 46.00 47.00 48.00 49.00 50.004r'c *' 48.00n) 5.00 6.00 7.00 8.00 9.00 10.00 11.00 12.00 13.00 14.00 15.00 16.00 17.00 18.00 19.00 20.00 21.00 22.00 23.00 24.00 25.00 . 26.00 27.00 28.00 29.00 30.00 31.00 32.00 33.00 34.00 35.00 36.00 37.00 38.00 39.00 40.00 41.00 42.00 43.00 44.00 shaft002.tmp 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 r.Shaft length 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000, 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Page 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0..000 0.000 0.000 0.000 0.000 is too long 0.000 0.000, 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0:000 0.000 0.000 0.000 0.000 0.000 0:000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 50 48.00 51 48.00 52 48.00 53 48.00 54 48.00 55 48.00 56 48.00 57 48.00 '58 48.00 59 48.00 60 48.00 61 48.00 62 63 48.00 48.00 64 48.00 65 48.00 66 67 48.00 48.00 68 48.00 '69 48.00 70 71 48.00 48.00 72 48.00 73 48.00 74 48.00 75 48.00 .76 48.00 77 48.00 78 48.00 79 48.00 80 48.00 81 48.00 82 48.00 83 48.00 84 48.00 85 48.00 86 48.00 29.00 30.00 31.00 32.00 33.00 34.00 35.00 36.00 37.00 38.00 39.00 40.00 41.00 42.00 43.00 44.00 45.00 46.00 47.00 48.00 49.00 50.004r'c *' 48.00n) 5.00 6.00 7.00 8.00 9.00 10.00 11.00 12.00 13.00 14.00 15.00 16.00 17.00 18.00 19.00 20.00 21.00 22.00 23.00 24.00 25.00 . 26.00 27.00 28.00 29.00 30.00 31.00 32.00 33.00 34.00 35.00 36.00 37.00 38.00 39.00 40.00 41.00 42.00 43.00 44.00 shaft002.tmp 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 r.Shaft length 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000, 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Page 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0..000 0.000 0.000 0.000 0.000 is too long 0.000 0.000, 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0:000 0.000 0.000 0.000 0.000 0.000 0:000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Page 7 shaft002.tmp 87 48.00 45.00 0.000 0.000. 0.000 88 48.00 46.00 -0.000 0.000 0.000 89' 48.00 47.00 0.000 0.000 0.000 90 48.00 48.00 0.000 0.000 0.000 91 48.00 49.00 0.000 0.000 0.000 _ 92 48.00 50.00 "°** *** shaft length is too long ** * ** Page 7 Appendix B -2 Axial Capacity Curves Driven Piles BAYGARD11.OUt 0 +------------------------------------------------------------------------ - - - - -+ STATIC PILE BEARING CAPACITY ANALYSIS - SPT97 Page 1 ----- - - - - -- ---------------------------------------------------- - - - - -+ Pioject No: 6511 -05 -270 BayvieW Gardens Boring No: B -11 ---------------------------------------------------------------- - - - - -+ FLORIDA DEPARTMENT OF TRANSPORTATION STRUCTURES DESIGN OFFICE STATIC PILE BEARING CAPACITY ANALYSIS PROGRAM SPT97 - VERSION 1.2 FEBRUARY, 1997 BASED ON RESEARCH BULLETIN RB -121 "GUIDELINES FOR USE IN THE SOILS INVESTIGATION AND DESIGN OF FOUNDATIONS FOR BRIDGE STRUCTURES IN THE STATE OF FLORIDA" AND RESEARCH STUDY REPORT BY UNIVERSITY OF FLORIDA "DESIGN OF STEEL PIPE AND H PILES" NOTE - THIS PROGRAM IS EXPANDED FROM SPT91 IS ALSO KNOWN AS SPT94 TO INCLUDE STEEL H AND PIPE PILES A. GENERAL INFORMATION INPUT FILE NAME BAYGARDll.in RUN DATE 11/15/05 RUN TIME 14:06:14 PROJECT NUMBER 6511 -05 -270 JOB NAME BayvieW Gardens SUBMITTING ENGINEER HVJ ' BORING NO. B -11 DRILLING DATE Nov 05 STATION NO. NA GROUND SURFACE ELEVATION, 0.00 FEET TYPE OF ANALYSIS 2 - DETERMINATION OF STATIC PILE BEARING CAPACITIES FOR A RANGE OF PILE LENGTHS (CAPACITY VS. TIP ELEVATION) +------------------------------------------------------------------------ - - - - -+ STATIC PILE BEARING CAPACITY ANALYSIS - SPT97 Page 2 -----=------------------------------------------ - - - - -+ Project No: 6511 -05 -270 BayvieW Gardens Boring No: B -11 +------------------------------------------------------------------------ - - - - -+ B. BORING LOG DEPTH (FT) ELEVATION SPT BLOWS /FT SOIL TYPE ENTRY NO. D(I) (FT) N(I) ST(I) --- - - - - -- ---- - - - - -- --- - - - - -- ------ - - - - -- --- - - - - -- '� Page 1 C. PILE INFORMATION TEST PILE SECTION WIDTH OF PILE D. PILE CAPACITY VS. PENETRATION TEST PILE BAYGARDll.out PILE TIP 1 2.0 -2.0 10.0 3 (FT) - - - - -- 2 4.0 -4.0 10.0 3 3 4.5 -4.5 5.0 2 4, 7.0 -7:0 6.0 2 5 8.0 -8.0 13.0 2 6 10.0 -10.0 17.0 2 7 12.0 -12.0 12.0 1 8 14.0 -14.0 12.0 1 9 16.0 -16.0 12.0 1 10 17.0 -17.0 6.0 2 11 18.0 -18.0 6.0 2 ' 12 20.0 -20.0 6.0 2 13 22.0 -22.0 6.0 2 14 22.5 -22.5 60.0 1 15 24.0 -24.0 60.0 1 16 26.0 -26.0 60.0 1 17 28.0 -28.0 38.0 4 18 30.0 -30.0 38.0 4 19 32.0 -32.0 38.0 4 20 34.0 -34.0 33.0 4 21 34.1 -34.1 50.0 1 22 35.0 -35.0 60.0 4 23 40.0 -40.0 60.0 4 24 45.0 -45.0 60.0 4 25 50.0 -50.0 60.0 4 26 55.0 -55.0 60.0 4 27 60.0 -60.0 60.0 4 SOIL TYPE LEGEND ------------------ 0 - BOTTOM OF BORING 1 - PLASTIC CLAYS 2 - CLAY /SILT SAND MIXTURES, SILTS & MARLS 3 - CLEAN SAND 4 SOFT LIMESTONE, VERY SHELLY SANDS 5 VOID (NO CAPACITY) 0 +----------------------------------------------------------------=------- - - - - -+ I STATIC PILE BEARING CAPACITY ANALYSIS - SPT97 Page 1 +----------------------------------------------------- - - - - -- -- - - - - -- - - - -3 -+ I Pioject.No: 6511 -05 -270 BayvieW Gardens 1 Boring No: B -11 +------------------------------=----------------------------------------- - - - - -+ C. PILE INFORMATION TEST PILE SECTION WIDTH OF PILE D. PILE CAPACITY VS. PENETRATION TEST PILE ULTIMATE PILE TIP SIDE LENGTH ELEV FRICTION (FT) - - - - -- (FT) - - -- (TONS) -- - - - - -- ISECT = 1 {concrete pile, square section} WP = 18.00 INCHES MOBILIZED ESTIMATED ALLOWABLE ULTIMATE END DAVISSON PILE PILE BEARING CAPACITY CAPACITY CAPACITY (TONS) (TONS) (TONS) (TONS) --- - - - - -- --- - - - - -- --- - - - - -- -- - - - - -- Page 2 h BAYGARD11.out ERROR PILE TIP TOO NEAR END OF BORING LOG FOR LENGTH = 50.00 FT Page 3 5.0 -5.0 5.94 16.02 21.95 10.98 53.99 ' 6.0 -6.0 7.41 15.21 14.41 22.63 23.40 11.31 11.70 53.05 52.22 7.0 -7.0 9.00 8.0 -8.0 11.46 13.67 25.14 12.57 52.48 9.0 -9.0 14.97 12.88 27.85 13.93 53.61 10.0 -10.0 18.90 11.96 30.86 15.43 54.77 I 11.0 -11.0 22.89 11.06 33.95 16.97 56.07 12.0 -12.0 26.57 6.43 32.99 16.50 45.85 13.0 -13.0 30.08 6.44 36.51 18.26 49.39 14.0 -14.0 33.53 6.50 40.03 20.02 53.03 15.0 -15.0 36.98 6.62 43.60 21.80 56.84 16.0 -16.0 40.50 6.71 47.21 23.60 60.62 17.0 -17.0 43.23 8.72 51.96 25.98 69.40 18.0 -18.0 44.56 9.09 53.65 26.83 71.83 19.0 -19.0 45.57 10.23 55.80 27.90 76.26 20.0 -20.0 46.54 12.06 58.60 29.30 82.71 21.0 -21.0 47.59 14.51 62.11 31.05 91.13 22.0 -22.0 48.55 19.59 .68.13 34.07 107.31 23.0 . -23.0 58.03 25.50 83.52 41.76 134.52 24.0 -24.0 64.38 30.54 94.92 47.46 156.00 25.0 -25.0 70.83 40.82 111.65 55.83 193.30 26.0 -26.0 79.03 51.83 130.86 65.43 234.52 27.0 -27.0 86.61 58.68 145.29 72.64 262.65 28.0 -28.0 96.77 63.16 159.93 79.97 286.26 29.0 -29.0 98.99 63.37 162.36 81.18 289.,10 30.0 -30.0 100.90 64.82 165.72 82.86 295.36 31.0 -31.0 102.40 68.86 171.25 85.63 308.96 32.0 -32.0 103.78 75.03 178.82 89.41 328.88 33.0 -33.0 105.10 83.45 188.55 94.28 355.46 34.0 -34.0 106.36 94.29 200.65 100.33 389.24 35.0 -35.0 116.36 119.38 235.74 117.87 474.51 36.0 -36.0 119.81 119.99 239.80 119.90 479.77 37.0 -37.0 123.03 121.80 244.83 122.41 488.42 38.0. -38.0 126.08 124.82 250.90 125.45 500.54 STATIC.PILE BEARING CAPACITY ANALYSIS - SPT97 Page 1 4.1 +------------------------------------------------------------------------ - - - - -+ Project No: 6511 -05 -270 Bayview Gardens Boring No: B -11 ---------------------------- - - - - -+ D. PILE CAPACITY VS. PENETRATION (CONTINUED) -(FT) - (FT) (TONS) (TONS). - - -- - - - - -- --------- (TONS) - - - - -- (TONS) --- - - - - -- (TONS) --- - - - - -- (TONS) -- - - - - -- 39.0 -39.0 129.09 128.72 257.81 128.90 515.25 40.0 -40.0 132.17 132.84 265.01 132.50 530.69 41.0 -41.0 135.33 137.18 272.51 136.26 546.88 42.0 -42.0 138.54 142.07 280.61 140.31 564.76. 43.0 -43.0 141.81 147.52 289.32 144.66 584.36 44.0 -44.0 145.16 153.51 298.67 149.33 605.68 45.0 -45.0 148.76 156.12 304.88 152.44 617.13 46.0 -46.0 152.36 159.02 311.38 155.69 629.42 47.0 -47.0 155.96 162.00 317.96 158.98 641.96 48.0 -48.0 159.56 162.00 321.56 160.78 645.56 49.0 -49.0 163.16 162.00 325.16 162.58 649.16 ERROR PILE TIP TOO NEAR END OF BORING LOG FOR LENGTH = 50.00 FT Page 3 BAYGARDll.out NOTES 1. MOBILIZED END BEARING IS 1/3 OF THE ORIGINAL RB -121 VALUES. 2. DAVISSON PILE CAPACITY IS AN ESTIMATE BASED ON FAILURE CRITERIA, AND EQUALS ULTIMATE SIDE FRICTION PLUS MOBILIZED END BEARING. 3. ALLOWABLE PILE CAPACITY IS 1/2 THE DAVISSON PILE CAPACITY. 4. ULTIMATE PILE CAPACITY IS ULTIMATE SIDE FRICTION PLUS 3 x THE MOBILIZED END BEARING. PROBLEM COMPLETED ANALYSIS NO. 1 0 ------------------------------------ =----------- ---------------------- - - - - -+ ' STATIC PILE BEARING CAPACITY ANALYSIS _- SPT97----------- g-- 5 1 +----------------------- - - - - -- - ---- - - - - -- -Page- - -- - -+ 1 Project NO: 6511 -05 -270 BayvieW Gardens � Boring No: B -11 � ------------------------------------- - - - - -+ C. PILE INFORMATION TEST PILE SECTION ISECT = 1 {concrete pile, square section} WIDTH OF PILE WP = 24.00 INCHES D. PILE CAPACITY VS. PENETRATION TEST PILE ULTIMATE MOBILIZED ESTIMATED ALLOWABLE ULTIMATE ' PILE TIP SIDE END DAVISSON PILE PILE LENGTH ELEV FRICTION BEARING CAPACITY CAPACITY CAPACITY (FT) (FT) (TONS) (TONS) (TONS) (TONS) (TONS) - - - - -- - - -- -- - -- - -- --- - - - - -- --- - - - - -- --- - - - - -- -- - - - - -- 5.0 -5.0 7.91 28.47 36.38 18.19 93.32 6.0 -6.0 9.89 25.55 35.43 17.72 86.53 7.0 -7.0 11.99 23.81 35.80 17.90 83.42 8.0 -8.0 15.28 22.72 38.00 19.00 83.44 9.0 -9.0 19.97 21.75 41.72 20.86 85.22. 10.0 -10.0 25.21 20.71 45.92 22.96 87.35 11.0 -11.0 30.52 19.68 50.20 25.10 89.55 12.0 -12.0 35.42 18.87 54.29 27.15 92.04 13.0 -13.0 40.12 18.32 58.43 29.22. 95.06 14.0 -14.0 44.81 17.87 62.68 31.34 98.42 15.0 -15.0 49.51 17.51 67.02 33.51 102.04 ' 16.0 -16.0 54.21 14.26 68.46 34.23 96.98 17.0 -17.0 57.64 22.35 79.99 40.00 124.70 18.0 -18.0 59.59 22.70 82.30 41.15 127.71 19.0 20.0 -19.0 -20.0 61.31 62.61 23.60 25.87 84.90 88.48 42.45 44.24 132.09 140.22 21.0 -21.0 63.35 31.88 95.23 47.61 158.99 22.0 -22.0 64.17 41.86 106.03 53.02 189.75 23.0 -23.0 77.61 59.85 137.46 68.73 257.15 Page 4 1 Page 5 24.0 -24.0 BAYGARDI1.OUt 87.04 64.95 151.99 75.99 281.89 25.0 -25.0 95.88 74.94 170.82 85.41 320.69 ,. 26.0 -26.0 105.33 89.36 100.95 194.68 215.65 97.34 107.83 373.39 - 417.55 27.0 -27.0 114.70 28:0 -28.0 129.03 105.83 234.86 117.43 446.53 29.0 -29.0 131.75 106.91 238.66 119.33 452.48 30.0 -30..0 134.01 110.13 244.15 122.07 464.41 31.0 -31.0 136.01 115.50 251.51 125.76 482.52 32.0 -32.0 137.87 123.02 260.89 130.45 506.94 33.0 -33.0 139.59 132.78 272.38 136.19 537.94 34.0 -34.0 141.18 144.96 286.14 143.07 576.05 ' 35.0 -35.0 155.15 197.79 352.94 176.47 748.52 36.0 -36.0 159.76 198.51 358.26 179.13 755.27 37.0 =37.0 164:04 200.66 364.70 182.35 766.01 38.0 -38.0 168.09 204.24. 372.33 186.17 780.81 0 STATIC PILE BEARING CAPACITY ANALYSIS - SPT97 Page 6 ------- ------------------------------------------------------------------ - - - - -+ Project NO: 6511 -05 -270 BayvieW Gardens Boring NO: B -11 ----------------------------------- - - - - -+ D. PILE CAPACITY VS. PENETRATION (CONTINUED) (FT) - - - - -- (FT) (TONS) (TONS) - - -- - - - - -- --------- (TONS) - - - - -- (TONS) --------- (TONS) --- - - - - (TONS) -- -- - - - - -- 39.0 -39.0 172.04 208.92 380.96 190.48 798.79 40.0 -40.0 175.91 214.72 390.63 195.32 820.07 41.0 -41.0 179.74 221.73 401.47 200.74 844.94 42.0 -42.0 183.56 229.95 413.51 206.76 873.42 43.0 -43.0 187.48 238.72 426.21 213.10 903.65 44.0 -44.0 191.62 247.05 438.67 219.34 932.78 45.0 -45.0 195.91 255.28 451.19 225.59 961.74 46.0 -46.0 200.29 264.05 464.35 232.17 992.45 47.0 -47.0 204.79 273.38 478.16 239.08 1024.92 ' 48.0 -48.0 209.59 276.68 486.26 243.13 1039.62 ERROR PILE. TIP TOO NEAR END OF BORING LOG FOR LENGTH = 49.00 FT - NOTES- . 1. MOBILIZED END BEARING IS 1/3 OF THE ORIGINAL RB -121 VALUES. 2. DAVISSON PILE CAPACITY IS AN ESTIMATE BASED ON FAILURE CRITERIA, AND EQUALS ULTIMATE SIDE FRICTION PLUS MOBILIZED END BEARING. i3. ALLOWABLE PILE CAPACITY IS 1/2 THE DAVISSON PILE CAPACITY. 4. ULTIMATE PILE CAPACITY IS ULTIMATE SIDE FRICTION PLUS 3 X THE MOBILIZED END BEARING. PROBLEM COMPLETED ANALYSIS NO. 2 ' 0 1 Page 5 1 1 SPT N -Value vs. Elevation .0 10 20 30 40 50 60 Blow Count 0 -10 -20 ............ _............ Q) _. .._- ..._._......__._._.._._._._ " -30 0 i w -40 i -50 .0 10 20 30 40 50 60 Blow Count 1 1 1 i 1 1 1 1 i 1 1 1 1 1 1 1 1 1 Pile Capacities for Pile Width of., 18.00 in - -- �-- ------ 0 Side Friction - -- Mobilized End Bearing —•— Estimated Davisson Capacity — — Allowable F M �� -- Ultimate Pile Capacity ED -10 L,. -20 Lu w -30 \� Ell L MNI -40 • - 0 -501 0 100 200 300 400 500 600 700 Pile Capacity (tons) - -- �-- ------ Ultimate Side Friction - -- Mobilized End Bearing —•— Estimated Davisson Capacity — — Allowable Pile Capacity �� -- Ultimate Pile Capacity 1 1 1 1 1 1 1 1 1 Wi -10 y�fl a� C 0 m w -30 .N -50 ' 0 Pile Capacities for Pile Width of.- 24.00 in 100 200 300 400 500 600 700 800 900 1,000 1,100 Pile Capacity (tons) - --a�— Ultimate Side Friction — Mobilized End Bearing —�— Estimated Davisson Capacity - -- -- Allowable Pile Capacity Ultimate Pile Capacity --S-1 IA. GENERAL INFORMATION INPUT FILE NAME BAYGARD12.in BAYGARD12.out RUN DATE 0 RUN TIME 14:18:21 - -+ '+---------------------------------------------------- STATIC PILE BEARING CAPACITY ANALYSIS - SPT97 Page 1 JOB NAME ----------------------------------------------------------------------- - - - SUBMITTING ENGINEER Project No: 6511 -05 -270 Bayview Gardens Boring No: B -12 ' -------------------------------------- - - - - -+ ' FLORIDA DEPARTMENT OF TRANSPORTATION STATION NO. NA STRUCTURES DESIGN OFFICE GROUND SURFACE ELEVATION 0.00 FEET STATIC PILE BEARING CAPACITY ANALYSIS PROGRAM TYPE OF ANALYSIS 2 - DETERMINATION OF STATIC SPT97 - VERSION 1.2 FEBRUARY, 1997 ' PILE BEARING CAPACITIES BASED ON RESEARCH BULLETIN RB -121 FOR A RANGE OF PILE LENGTHS "GUIDELINES FOR USE IN THE SOILS INVESTIGATION (CAPACITY VS. TIP ELEVATION) AND DESIGN OF FOUNDATIONS FOR o BRIDGE STRUCTURES IN THE STATE OF FLORIDA" AND RESEARCH STUDY REPORT BY UNIVERSITY OF FLORIDA "DESIGN OF STEEL PIPE AND H PILES" ------------------------------------- - - - - -+ NOTE - THIS PROGRAM IS EXPANDED FROM SPT91 I Project No: 6511 -05 -270 IS ALSO KNOWN AS SPT94 TO INCLUDE STEEL H AND PIPE PILES IA. GENERAL INFORMATION L INPUT FILE NAME BAYGARD12.in ' RUN DATE 11/15/05 RUN TIME 14:18:21 PROJECT NUMBER 6511 -05 -270 JOB NAME Bayview Gardens - SUBMITTING ENGINEER HVJ BORING NO. B-12 ' DRILLING DATE Nov 05 STATION NO. NA GROUND SURFACE ELEVATION 0.00 FEET TYPE OF ANALYSIS 2 - DETERMINATION OF STATIC ' PILE BEARING CAPACITIES FOR A RANGE OF PILE LENGTHS (CAPACITY VS. TIP ELEVATION) o +------------------------------------------------------------------------ - - - - -+ STATIC PILE BEARING.CAPACITY ANALYSIS - SPT97 Page 2 ------------------------------------- - - - - -+ ' I Project No: 6511 -05 -270 Bayview Gardens 1 Boring No: B -12 ------------------------------------- - - - - -+ B. BORING LOG �. --------- - - - - -- DEPTH (FT) ELEVATION SPT BLOWS /FT SOIL TYPE ENTRY NO. D(I) --- - - - - -- ---- - - - - -- (FT) N(I) ST(I) --- - - - - -- ------ - - - - -- --- - - - - -- Page 1 L BAYGARD12.out C. PILE INFORMATION --------------------- --------------------- TEST PILE SECTION WIDTH OF PILE D. PILE CAPACITY VS: PENETRATION TEST 1 2.0 -2.0 5.0 3 SIDE 2 3 4.0 -4.0 4.5 =4.5 5.0 5.0 3 3 (FT) 4 7.0 -7.0 5.0 .3 5 8.0 -8.0 5.0 3 ' 6 7 10.0 -10.0 12.0 -12.0 5.0 5.0 3 3 8 14.0 -14.0 17.0 2 9 16.0 -16.0 17.0 2 10 17.0 -17.0 14.0 1 11 18.0 -18.0 14.0 14.0 1 1 12 20.0 -20.0 13 22.0 -22.0 13.0 1 14 23.0 -23.0 13.0 1 15 24.0 -24.0 13.0 13.0 1 1 16 26.0 -26.0 17 28.0 -28.0 13.0 1 18 30.0 730.0 34.0 1 19 32.0 -32.0 2.0 2 20 34.0 -34.0 2.0 4 21 34.1 -34.1 50.0 1 22 35.0 -35.0 60.0 4 23 40.0 -40.0 60.0 4 24 45.0 -45.0 60.0 4 25 50.0 -50.0 60.0 4 26 55.0 -55.0 60.0 4 27 60.0 -60.0 60.0 4 SOIL TYPE LEGEND ------------------ 0 - BOTTOM OF BORING 1 - PLASTIC CLAYS 2 - CLAY /SILT SAND - MIXTURES, SILTS & MARLS 3 CLEAN SAND _ 4 SOFT LIMESTONE, VERY SHELLY SANDS 5 - VOID (NO CAPACITY) 0 +------------------------------------------------------------------------ - - - - -+ I STATIC PILE BEARING CAPACITY ANALYSIS _- SPT97------------ Page 1 +--------------------------------- - - - - -- --- - - - - -- - - - -3 -+ I Project No: 6511 -05 -270 BayvieW Gardens I Boring No: B -12 C. PILE INFORMATION --------------------- --------------------- TEST PILE SECTION WIDTH OF PILE D. PILE CAPACITY VS: PENETRATION TEST PILE ULTIMATE PILE TIP SIDE LENGTH ELEV FRICTION (FT) (FT) (TONS) ISECT = 1 {concrete pile, square section} WP = 18.00 INCHES MOBILIZED ESTIMATED END DAVISSON BEARING CAPACITY (TONS) (TONS) Page 2 ALLOWABLE ULTIMATE PILE PILE CAPACITY CAPACITY (TONS) (TONS) --- - - - - -- -- - - - - -- 1 1 BAYGARD12.out 5.0 -5.0 2.85 12.00 14.85 7.42 38.85 6.0 -6.0 3.42 12.00 15.42 7.71 39.42 ' 7.0 -7.0 3.99 12.01 16.00 8.00 40.02 8.0 -8.0 4.50 12.28 16.77 8.39 41.33 9.0 -9.0 4.93 13.00 17.93 8.97 43.93 10.0 -10.0 5.50 13.80 19.30 9.65 46.90 11.0 -11.0 6.07 14.56 20.63 10.32 49.76. 12.0 -12.0 6.64 14.47 21.11 10.56 50.05 13.0 -13.0 8.24 13.92 22.16 11.08 50.00 14.0 -14.0 12.14 13.13 25.28 12.64 51.54 ' 15.0 -15.0 16.28 12.24 28.52 14.26 53.00 16.0 -16.0 20.42 11.33 31.75 15.87 54.40 17.0 -17.0 24.51 7.22 31.73 15.87 46.18 18.0 -18.0 28.52 7.23 35.75 17.88 50.21 19.0 -19.0 32.56 7.19 39.74 19.87 54.12 20.0 -20.0 36.58 7.14 43.72 21.86 57.99 21.0 -21.0. 40.54 7.08 47.63 23.81 61.80 22.0 -22.0 44.38 7.03 51.42 25.71 65.49 23.0 -23.0 48.16 7.02 55.18 27.59 69.21 24.0 -24.0 51.94 7.39 59.32 29.66 74.09 25.0 -25.0 55.71 8.24 63.96 31.98 80.44 26.0 -26.0 59.49 8.64 68.13 34.07 85.41. 27.0 -27.0 63.27 8.22 71.48 35.74 87.92 28.0 -28.0 67.04 7.56 74.60 37.30 89.72 29.0 -29.0 71.81 7.41 79.23 39.61 94.05 30.0 -30.0 78.5.6 17.69 96.25 48.12 131.62. ' 31.0 -31.0 84.36 32.09 116.46 58.23 180.64 32.0 -32.0 86.30 85.81 172.11 86.06 343.74 33.0 -33.0 86.30 58.34 144.64 72.32 261.31 34.0 -34.0 86.30 77.24 163.54 81.77 318.03 ' 35.0 -35.0 92.41 87.78 180.19 90.10 355.75 36.0 -36.0 95.78 88.50 184.28 92.14 361.27 37.0 -37.0 98.79 90.65 189.44 94.72 370.75 38.0 -38.0 101.58 94.24 195.83 97.91 384.31 0 ----------------------------------------------------- -------------------- - - - - -+ STATIC PILE BEARING CAPACITY ANALYSIS - SPT97 Page 4 +---------------------------------------- -------------------------------- - - - - -+ Project NO: 6511 -05 -270 Bayview Gardens I Boring No: B -12 ' --------------------------------------- - - - - -+ D. PILE CAPACITY VS. PENETRATION (CONTINUED) (FT) - - - - -- (FT) (TONS) (TONS) - - -- - - - - -- --------- (TONS) - - - - -- --- (TONS) - - - - -- (TONS) --- - - - - -- (TONS) -- - - - - -- 39.0 -39.0 104.26 99.27 203.54 101.77 402.08 40.0 -40.0 106.91 105.74 212.65 106.33 424.13 41.0 -41.0 109.61 113.56 223.17 111.59 450.30 42.0 -42.0 112.41 122.62 235.03 117.52 480.28 43.0 -43.0 115.33 133.10 248.44 124.22 514.65 44.0 -44.0 118.40 145.33 263.73 131.87 554.40 45.0 -45.0 122.00 152.08 274.08 137.04 578.25 46.0 -46.0 125.60 158.83 284.43 142.22 602.10 47.0 48.0 -47.0 -48.0 129.20 132.80 162.00 162.00 291.20 294.80 145.60 147.40. 615.20 618.80 49.0 -49.0 136.40 162.00 298.40 149.20 622.40 ' ERROR PILE TIP TOO NEAR END OF BORING Page 3 LOG FOR LENGTH = 50.00 FT 1 1 BAYGARD12.out NOTES .1. MOBILIZED END BEARING IS 1/3 OF THE ORIGINAL RB -121 VALUES. 2. DAVISSON PILE CAPACITY IS AN ESTIMATE BASED ON FAILURE CRITERIA, MOBILIZED END BEARING. AND EQUALS ULTIMATE SIDE FRICTION PLUS 1 3. ALLOWABLE PILE CAPACITY IS 1/2 THE DAVISSON PILE CAPACITY. 4. ULTIMATE PILE CAPACITY IS ULTIMATE SIDE FRICTION PLUS' 3 X THE MOBILIZED END BEARING. PROBLEM COMPLETED ANALYSIS NO. 5 +------------------------------------------------------------------------ - - - - -+ STATIC PILE BEARING CAPACITY ANALYSIS. - SPT97 Page 5 I +----------------------------=------------------------------------------- - - - - -+ Project NO: 6511 -05 -270 BayvieW Gardens B -12 I � Boring No: ----------------------------- --------------------------------- - - - - -+ C. PILE INFORMATION TEST PILE SECTION ISECT = 1 {concrete pile, square section} WIDTH OF PILE WP = 24.00 INCHES ' D. PILE CAPACITY VS. PENETRATION TEST PILE ULTIMATE MOBILIZED ESTIMATED ALLOWABLE ULTIMATE ' PILE TIP SIDE END DAVISSON PILE PILE LENGTH ELEV FRICTION BEARING CAPACITY CAPACITY CAPACITY (FT) (FT) (TONS) (TONS) (TONS) (TONS) (TONS) - - - - -- - - -- -- - - - - -- --- - - - - -- --- - - - - -- --- - - - - -- -- - - = - -- 5.0 -5.0 3.80 21.33 25.13 12.57 67.80 6.0 -6.0 4.52 21.47 25.98 12.99 68.92 7.0 -7.0 5.14 21.96 27.10 13.55 71.01 8.0 -8.0 5.71 22.76 28.47 14.23 73:98 9.0 -9.0 6.28 23.73 30.02 15.01 77.48 10.0 -10.0 6.98 24.20 31.18 15.59 79.58 11.0 -11.0 7.83 23.94 31.77 15.89 79.66 12.0 -12.0 8.68 23.59 32.27 16.14 79.46 13.0 -13.0 10.79 22.90 33.69 16.85 79.50 14.0 -14.0 16.19 21.95 38.14 19.07 82.04 15.0 -15.0 21.71 20.77 42.48 21.24 84.01 ' 16.0 -16.0 27.23 19.50 46.73 23.36 85.72 17.0 -17.0 32.67 12.67 45.34 22.67 70.67 18.0 -18.0 37.99 12.70 50.69 25.35 76.09 -19.0 43.37 12.70 56.07 28.03 81.47 20.0 -20.0 48.78 12.67 61.44 30.72 86.78 21.0 -21.0 54.06 12.59 66.65 33.32 91.82 22.0 -22.0 59.18 12.86 72.03 36.02 97.75 23.0 -23.0 64.21 13.84 78.06 39.03 105.75 Page 4 r Page 5 BAYGARD12.out 24.0 -24.0 69.25 14.63 83.88 41.94 113.15 25.0 -25.0 74.29 14.30 88.59 44.29 117.19 26.0 -26.0 79.32 13.41 92.73 96.88 46.36 48.44 119.54 121.92 27.0 -27.0 84.36 12.52 28.0 -28.0 89.39 22.56 111.95 55.98 157.07 29.0 30.0 -29.0 -30.0 95.75 104.75 42.10 61'.30 137.85 166.04 68.93 83.02 222.06 288.64 31.0 -31.0 112.49 80.52 193.01 96.50 354.05 32.0 -32.0 115.07 186.42 301.48 150.74 674.32 33.0 -33.0 115.07 113.78 228.85 114.42 456.41 34.0 -34.0 115.07 140.59 255.66 127.83 536.85 35.0 -35.0 123.22 154.61 277.83 138.91 587.05 36.0 -36.0 127.77 155.33 283.10 141.55 593.76 37.0 -37.0 131.94 157.48 289.41 144.71 604.37 ' 38.0 -38.0 135.81 161.06 296.88 148.44 619.00 D +------------------------------------------------------------------------ - - - - -+ STATIC PILE BEARING CAPACITY ANALYSIS - SPT97 Page 6 +----------------------------------------------=------------------------- - - - - -+ Project No: 6511 -05 -270 Bayview Gardens Boring No: B -12 --------------------------------------------------------- - - - - -+ D. PILE CAPACITY VS. PENETRATION (CONTINUED) (FT) (FT) (TONS) (TONS) (TONS) (TONS) (TONS) (TONS) 39.0 -39.0 139.50 166.09 305.59 152.79 637.76 40.0 -40.0 143.08 172.55 315.63 157.81 660.72 41.0 -41.0 146.61 180.45 327.05 163:53 687.94 42.0 -42.0 150.14 189.78 339.92 169.96 719.48 43.0 -43.0 153.72 200.55 354.28 177.14 755.38 44.0 -44.0 157.40 212.76 370.16 185.08 795.68 45.0 -45.0 161.21 226.28 387.49 193.74 840.04 46.0 -46.0 165.19 240.92 406.12 203.06 887.96 47.0 -47.0 169.34 257.03 426.37 213.18 940.42 48.0 -48.0 174.14 265.78 439.92 219.96 971.48 ERROR ** PILE TIP TOO NEAR END OF BORING LOG FOR LENGTH = 49.00 FT NOTES 1. MOBILIZED END BEARING IS 1/3 OF THE ORIGINAL RB -.121 VALUES. 2. DAVISSON PILE CAPACITY IS AN ESTIMATE BASED ON FAILURE CRITERIA, AND EQUALS ULTIMATE SIDE FRICTION PLUS MOBILIZED END BEARING. 3. ALLOWABLE PILE CAPACITY IS 1/2 THE DAVISSON PILE CAPACITY.. 4. ULTIMATE PILE CAPACITY IS ULTIMATE SIDE FRICTION PLUS . G 3 X THE MOBILIZED END BEARING. - PROBLEM COMPLETED ANALYSIS NO. 6 r Page 5 Pile Capacities for Pile Width of.- 18.00 in - - - - -- Ultimate Side Friction —12— Mobilized End Bearing —0-- Estimated Davisson Capacity - -- - Allowable Pile Capacity Ultimate Pile Capacity 0 Ij -10 ID T u -20 4 O (�] W a w -30 ° -40 -50 0 100 200 300 400 500 600 700 Pile Capacity (tons) - - - - -- Ultimate Side Friction —12— Mobilized End Bearing —0-- Estimated Davisson Capacity - -- - Allowable Pile Capacity Ultimate Pile Capacity 1 1 1 1 1 1 1 1 1 r i w -10 -20 a� 42 0 cu a� w -30 ELI -50, 0 Pile Capacities for Pile Width of- 24.00 in 100 200 300 400 500 600 700 800 900 1,000 Pile Capacity (tons) Ultimate Side Friction Mobilized End Bearing – �— Estimated Davisson Capacity -- — Allowable Pile Capacity Ultimate Pile - Capacity —J aD LH 0 -10 -20 IKII r 0 a� w -4C -5C -6G 0 SPT N -Value vs. Elevation 10 20 30 Blow Count 40 50 60 a Appendix B -3 Laboratory Summary .1 "I',' w ire Summary of Laboratory Test Results Bayview Garden Tierra Project No: 6511 -05 -270 Boring Number Sample Depth (ft) Stratum Number USCS Symbol Sieve Analysis Atterberg Limits Organic Content ("N o) aura Moisture Content 314" 318" #4 #10 #40 #60 #100 #200 Liquid Limit Plastic Limit Plasticity Index B-1 18.5 - 20.0 CH 100.0 98.8 98.1 96.0 78.8 65 31 34 36.4 B-5 13.5 - 15.0 CH 100.0 99.7 99.4 96.7 89.3 106 35 71 1 52.2 B-7 6.0 - 8.0 SP 100.0 90.6 78.4 43.7 4.8 19 B-8 13.5 - 15.0 CH 100.0 99.3 98.8 97.0 91.6 121 33 88 53.3 B-10 2.0 - 4.0 SP -SM 100.0 89.2 72.3 38.3 7.4 21.1 B-13 13.5 - 15.0 CH 100.0 99.9 99.3 98.1 87.6 94 30 64 53.1 B -14 2.0 - 4.0 SM 100.0 91.4 77.0 49.6 17.9 8.7 B -15 13.5 - 15.0 CH 100.0 99.9 99.7 98.6 74.1 80 23 57 38.6 1 1 i i 1 i 1 1 1 1 i 1 1 1 1 i 1 GRAIN SIZE DATA SHEET PROJECT NAME: Bayview Garden DATE: 1118/2005 PROJECT #: 6511 -05 -270 100 90 80 70 z so N Q F- 5o Z W U C LLI IL 40 30 20 10 GRAIN SIZE DISTRIBUTION CURVE 3" 2" 1.5" 1" 314" 3/8" #4 #10 #40 #60 #100 #200 100 10 1 0.1 GRAIN SIZE in millimeters 0.01 0.001 ASTM D 2487 Classification of Soil for Engineering Purposes . Coarse Sand < #4 and > #10 Cu = D60 / D10 Coarse Gravel < 3" and > 314" Medium Sand < #10 and > #40 Cc = (D30)"21 (D10 x D60) Fine Gravel < 314" and > #4 Fine Sand < #40 and > #200 BORING # B-16 OFFSET (ft) DEPTH (ft): 13.5 -15.0 SOIL CLASSIFICATION: CH APPENDIX E Pre — Development Drainage Calculations i 1 1 1 i 1 1 1 1 i 1 1 1 1 A 1 1 BASIN `A' — Pre - Development ♦ Pre - Development Curve Number Calculations ♦ Pre- Development ICPR Storm Routing Analysis 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 BELLA TERRA ON THE BAY Subject: Curve Number Calculations PROJECT AREA - BASIN A (POND A) = 7.26 AC Existing Conditions TBE GROUP, INC. Comp. By: M. Giuliani, El Chk. By: J. Hernandez, PE Date: 4/11/2008 Sheet No. 1 of 1 Proj. No. 02026- 002 -00 Weighted SCS Curve Number Calculation Land Use Hydrologic Group Area (Ac) CN Weighted CN Impervious 3.24 98 317.52 Pervious B/D 4.02 84 337.68 Pond B/D 0.00 100 0.00 Total 7.26 100 90.25 Proposed Conditions Onsite Area: Wei hted SCS Curve Number Calculation Land Use Hydrologic Group Area (Ac) CN Weighted CN Impervious 4.17 98 408.66 Building 0.20 98 19.60 Pervious B/D 2.58 84 216.72 Pond A 0.31 100 31.00 Total 7.26 93.11 J:\ 02026\ 02026002 .00 \DOC \Calcs \DRAINAGE\April 2008 \Water Quality \[POST - Quality -POND A.xls)req_vol 4/1512008 14:37 1 1 1 1 1 1 1 1 i 1 1 1 1 1 1 1 1 1 1 BELLA TERRA -- PRE DEVELOPMENT CONDITIONS BASIN A -- POND A 25 YEAR 24 HOUR STORM ANALYSIS Nodes A Stage /Area V Stage /Volume T Time /Stage M Manhole Basins O Overland Flow U SCS Unit Hydro S Santa Barbara Links P Pipe W Weir C Channel D Drop Structure B Bridge R Rating Curve H Breach April 11, 2008R \NORTH BASIN -POND A \PRE \\ T:0UTFALL U:BASIN A -PRE Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc. BELLA TERRA -- PRE DEVELOPMENT CONDITIONS BASIN A -- POND A 25 YEAR 24 HOUR STORM ANALYSIS NODE REPORT Max Time Max Warning Max Delta Max Surf Max Time Max Max Time Max Name Group Simulation Stage Stage Stage Stage Area Inflow Inflow Outflow Outflow hrs ft ft ft ft2 hrs CfS hrs cfS OUTFALL BASE J:\ 02026\ 02026002.00 \DOC \Calcs \DRAINAGE\ April 2008 \ICPR \NORTH BASIN -POND A \PRE\ PRE- NORTH.ICP April 11, 2008 025 14.00 5.000 5.500 0.0108 0 12.00 36.512 0.00 0.000 Interconnected Channel and Pond Routing Model (ICPR) 02002 Streamline Technologies, Inc. Page I of I 1 BELLA TERRA -- PRE DEVELOPMENT CONDITIONS BASIN A -- POND A 25 YEAR 24 HOUR STORM ANALYSIS BASIN SUMMARY Basin Name: BASIN A -PRE Group Name: BASE Simulation: 025 Node Name: OUTFALL Basin Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Fator: 256.0 Spec Time Inc (min): 1.33 Comp Time Inc (min): 1.33 Rainfall File: Flmod Rainfall,Amount (in): 9.000 Storm Duration (hrs): 24.00 Status: Onsite Time of Conc (min): 10.00 Time Shift (hrs): 0.00 Area (ac): 7.260. Vol of Unit Hyd (in): 1.000 Curve Number: 90.250 DCIA M: 0.000 Time Max (hrs): 12.04 Flow Max (cfs): 37.534 Runoff Volume (in): 7.819 Runoff Volume (ft3): 206067.736 ' J:\ 02026\ 02026002.00 \DOC \Calcs \DRAINAGE\ April 2008 \ICPR \NORTH BASIN -POND A \PRE\ PRE- NORTH.ICP April 11, 2008 Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc. Pagel ON BELLA TERRA"— PRE DEVELOPMENT CONDITIONS BASIN A __ POND A 25 YEAR 24 HOUR STORM ANALYSIS INPUT REPORTS Name: BASIN A -PRE Group: BASE Unit Hydrograph: Flmod Rainfall File: Flmod Rainfall Amount(in): 9.000 Area(ac): 7.260 Curve Number: 90.25 DCIA(%): 0.00 Existing Conditions Basin A North Project Area 7.26 Acres J:\ 02026\ 02026002.00 \DOC \Calcs \DRAINAGE\ April 2008 \ICPR \NORTH BASIN -POND A \PRE\ PRE- NORTH.ICP April 11, 2008 Node: OUTFALL Status: Onsite Type: SCS Unit Hydrograph Peaking Factor: 256.0 Storm Duration(hrs): 24.00 Time of Conc(min): 10.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 999999.000 Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc. Page 1 of 1 BELLA TERRA -- PRE DEVELOPMENT CONDITIONS BASIN A __ POND A 25 YEAR 24 HOUR STORM ANALYSIS INPUT REPORTS Name: OUTFALL Base Flow(cfs): 0.000 Init Stage(ft): 2.200, Group: BASE Warn Stage(ft): 5.500 North Basin 'A' discharges into the existing ditch system upstream of Cross Blvd. Ditch ultimately discharges into Tampa Bay. Time(hrs) Stage(ft) 0.00 2.200 10.00 2.400 14.00 5.000 16.00 4.000 24.00 2.400 100.00 2.200 J:\ 02026\ 02026002.00 \DOC \Calcs \DRAINAGE\ April 2008 \ICPR \NORTH BASIN -POND A \PRE\ PRE- NORTH.ICP April 11, 2008 Interconnected Channel and Pond Routing Model (ICPR) 02002 Streamline Technologies, Inc. Page 1 of 1 BELLA TERRA -- PRE DEVELOPMENT CONDITIONS BASIN A -- POND A 25 YEAR 24 HOUR STORM ANALYSIS INPUT REPORTS Name: 025 Filename: J:\ 02026\ 02026002.00 \DOC \Calcs \DRAINAGE \March 2008 \ICPR \NORTH BASIN - POND A \PRE \025.R32 Override Defaults: No Time(hrs) - - - - -- Print Inc(min) - - -- --------------- 30.000 15.00 J:\ 02026\ 02026002.00 \DOC \Calcs \DRAINAGE\ April 2008 \ICPR \NORTH BASIN -POND A \PRE\ PRE- NORTH.ICP April 11, 2008 Interconnected Channel and Pond Routing Model (ICPR) 02002 Streamline Technologies, Inc. Page I of I BELLA TERRA -- PRE DEVELOPMENT CONDITIONS BASIN A -- POND A 25 YEAR 24 HOUR STORM ANALYSIS INPUT REPORTS Name: 025 Hydrology, Sim: 025 Filename: J:\ 02026\ 02026002.00 \DOC \Calcs \DRAINAGE \March 2008 \ICPR \NORTH BASIN - POND A \PRE \025.I32 Execute: Yes Restart: No Patch: No Alternative: No Max Delta Z(ft): 1.00 Delta Z Factor: 0.00500 Time Step Optimizer: 10.000 Start Time(hrs): 0.000 End Time(hrs): 30.00 Min Calc Time(sec): 0.5000 Max Calc Time(sec): 60.0000 Boundary Stages: Boundary Flows: Time(hrs) Print Inc(min) --------- - - - 30.000 - -- --------------- 15.000 Group --------- Run - - - BASE - -- - - - -- Yes J:\ 02026\ 02026002.00 \DOC \Calcs \DRAINAGE\ April 2008 \ICPR \NORTH BASIN -POND A \PRE\ PRE- NORTH.ICP April 11, 2008 Interconnected Channel and Pond Routing Model (ICPR) 02002 Streamline Technologies, Inc. Page 1 of I 1 i� APPENDIX F Basin 'A'/ Pond `A' Post Development Drainage Calculations I BELLA TERRA ON THE BAY WATER OUALITY CALCULATIONS - POND A BASIN A TBE GROUP, INC. Prepared by: M. Giuliani, EI Checked by: J. Hernandez, PE 11- Apr -08 TBE PROJ. NO.: 02026- 002 -00 Total Treatment Area =I 7.26 acres Required Treatment Volume -- Dry Detention Pond A Treatment Critertia = 1 0.5 inches of runoff Treatment Volume= Area x (Depth /12) x 43560 Treatment Volume = 13,177 cf or 0.30 ac -ft Treatment Volume Provided = 13,434 cf @ Elevation 17.10 -. PROPOSED STORMWATER POND A - WATER QUALITY Elevation (ft) Area (s Area (ac) Incr. Vol (c Incr. Vol (ac -ft) Volume (c 15.00 4,280 0.10 5,255 0.12 5,255 16.00 6,230 0.14 7,326 0.17 12,581 17.00 8,421 0.19 853 0.02 13,434 17.10 8,645 0.20 8,722 0.20 22,156 18.00 10,738 0.25 14,626 0.34 36,782 19.20 13,639 0.31 Water Quality Weir Elevation = 17.1' NOTE: BASIN'A' DISCHARGES TO THE EXISTING DITCH SYSTEM UPSTREAM OF CROSS BLVD. POND 'A' WILL PROVIDE ATTENUATION FOR A 25 YEAR 24 HOUR STORM EVENT. J:\ 02026\ 02026002 .00 \DOC \Calcs \DRAINAGEWpril 2008 \Water Quality\POST - Quality -POND A.As BELLA TERRA ON THE BAY Subject: Curve Number Calculations PROJECT AREA - BASIN A (POND A) = 7.26 AC Existing Conditions TBE GROUP, INC. Comp. By: M. Giuliani, El Chk. By: J. Hernandez, PE Date: 4/11/2008 Sheet No. 1 of 1 Proj. No. 02026 - 002 -00 Wei hted SCS Curve Number Calculation Land Use Hydrologic Group Area (Ac) CN Weighted CN Impervious 3.24 98 317.52 Pervious B/D 4.02 84 337.68 Pond B/D 0.00 100 0.00 Total 7.26 100 90.25 Proposed Conditions Onnite Area: Weighted S Curve Number Calculation Land Use Hydrologic Group Area (Ac) CN Weighted CN Impervious 4.17 98 408.66 Building 0.20 98 19.60 Pervious B/D 2.58 84 216.72 Pond A 0.31 100 31.00 Total 7.26 93.11 J:\ 02026\ 02026002 .00 \DOC \Calcs \DRAINAGE\ApdI 2008 \Wafer Quality \[POST - Quality -POND A.xls]req_vol 4/15/2008 14:37 1 Bella Terra on the Bay TBE Project No.: 02026- 002 -00 Date: 04 -11 -2008 POND'A' Prepared By: Michelle Giuliani, El Checked By: Jorge Hernandez, PE Underdrain Calculations - 6" PVC Underdrain 305 enter length of pipe in feet 17.1 enter top of treatment elevation 15 enter bottom of pond 11.15 enter centerline of pipe elevation Y1 = 5.95 feet depth from top of treatment volume to centerline of pipe Y2 = 3.85 feet depth from pond bottom to center of pipe D = 3.85 feet depth of filter sand to center line of pipe ' K = 1.25 ft/hr permeability of sand media Ar = F-76-46-31 sq.ft. average treatment volume area At = 610 sq.ft. surface area of sand media T = 2.3 D Ar x log Y1 Darcy's Law K At Y2 ' T = 14.2 hours IPROPOSED POND'A' : 305 LF - 6" PVC UNDERDRAIN PROVIDED Il 1 1. ' J:\ 02026\ 02026002 .00 \DOC \Calcs \DRAINAGE\ApriI 2008 \Underdrains \POND A\UD -POND A.xls PONDS Version 3.3.0222 Retention Pond Recovery - Refined Method Copyright 2008 Devo Seereeram, Ph.D., P.E. Project Data Project Name: POND A - WATER QUALITY DRAWDOWN Simulation Description: BELLA TERRA ON THE BAY -- POST DEVELOPMENT J:\0202600200\DOC\CALCS\DRAI NAG EW pril 2008 \PONDS\ Pond A\ POND A.prm ' Project Number: 02026- 002 -00 Engineer Michelle C. Giuliani, El ' Supervising Engineer: Jorge Hernandez, PE Date: 04 -28 -2008 IAquifer Data I� Base Of Aquifer Elevation, [B] (ft datum): Water Table Elevation, [WTI (ft datum): ' Horizontal Saturated Hydraulic Conductivity, [Kh] (ft/day): Fillable Porosity, [n] ( %): ' Vertical infiltration was not considered. Geometry Data Equivalent Pond Length, [L] (ft): 155.0 Equivalent Pond Width, [W] (ft): 30.0 Ground water mound is expected to intersect the pond bottom Stage vs Area Data Stage Area (ft datum) (ftz) 15.00 4280.0 16.00 6230.0 16.50 7296.0 17.00 8421.0 17.50 9554.0 18.00 10738.0 19.20 13639.0 ' POND A - WATER QUALITY DRAWDOWN 10.15 10.25 30.00 20.00 04 -28 -2008 15:36:37 Page 1 PONDS Version 3.3.0222 Retention Pond Recovery - Refined Method Copyright 2008 Devo Seereeram, Ph.D., P.E. Scenario Input Data Scenario 1 :: Water Quality Volume ' Hydrograph Type: Slug Load Modflow Routing: Routed with infiltration Treatment Volume (f:3) 13177 Initial ground water level (ft datum) default, 10.25 Time After Time After ' Storm Event Storm Event 1 POND A - WATER QUALITY DRAWDOWN 04 -28 -2008 15:36:38 Page 2 (days) (days) 0.100 2.000 0.250 0.500 2.500 3.000_ 1.000 — 3.500 1.500 4.000 t 1 1 POND A - WATER QUALITY DRAWDOWN 04 -28 -2008 15:36:38 Page 2 I PONDS Version 3.3.0222 Retention Pond Recovery - Refined Method ' Copyright 2008 Devo Seereeram, Ph.D., P.E. Time Description 0.002 Water Quality Volume Time Sort- By- Cateaory Report Maximum Positive Scenario Scenarios Considered: 1 1 Rank Number Stage - Maximum 1 1 2196.1670 Maximum Scenario Stage Infiltration - Rate - Maximum Positive Rank Number (ft datum) Maximum Positive 1 1 17.071 Infiltration Rate Stage - Minimum Rank Number (ft3 /s) Minimum 0.9191 Scenario Stage Rank Number (ft datum) 1 1 13.077 Time Description 0.002 Water Quality Volume Time Description 96.000 Water Quality Volume Time (hours) Description 0.002 Water Quality Volume Time (hours) Description 0.002 Water Quality Volume IPOND A -WATER QUALITY DRAWDOWN 04 -28 -2008 15:36:39 Page 3 Inflow - Rate - Maximum Positive Maximum Positive Scenario Inflow Rate 1 Rank Number (ft3 /s) 1 1 2196.1670 1 Infiltration - Rate - Maximum Positive Maximum Positive ' Scenario Infiltration Rate Rank Number (ft3 /s) 1 1 0.9191 Description 96.000 Water Quality Volume Time (hours) Description 0.002 Water Quality Volume Time (hours) Description 0.002 Water Quality Volume IPOND A -WATER QUALITY DRAWDOWN 04 -28 -2008 15:36:39 Page 3 PONDS Version 3.3.0222 Retention Pond Recovery - Refined Method Copyright 2008 Devo Seereeram, Ph.D., P.E. Detailed Results :: Scenario 1 :: Water Quality Volume Elapsed Inflow Outside Stage Infiltration Overflow Cumulative Cumulative Cumulative Time Rate Recharge Elevation Rate Discharge Inflow Infiltration Discharge Flow (hours) (ft' /s) (ft/day) (ft datum) (ft /s) MIN Volume (fl:3) Volume (ft3) Volume (ft3) Type 0.000 2196.1670 0.0000 15.000 0.91972 0.00000 0.0 0.0 0.0 N.A. 0.002 2196.1670 0.0000 17.071 0.91907 0.00000 13177.0 5.5 0.0 S 2.400 0.0000 0.0000 16.592 0.34098 0.00000 13177.0 3862.7 0.0 S 6.000 0.0000 0.0000 16.261 0.15411 0.00000 13177.0 6224.1 0.0 S 12.000 0.0000 0.0000 15.899 0.09267 0.00000 13177.0 8541.7 0.0 S ' 24.000 0.0000 0.0000 15.405 0.05311 0.00000 13177.0 11281.5 0.0 S 36.000 0.0000 0.0000 15.011 0.02194 0.00000 13177.0 13130.1 0.0 S -->48'.000 0.0000 0.0000 14.282 0.00054 0.00000 13177.0 13177.0 0.0 S 60.000 0.0000 0.0000 13.826 0.00000 0.00000 13177.0 13177.0 0.0 S 72.000 0.0000 0.0000 13.508 0.00000 0.00000 13177.0 13177.0 0.0 S 84.000 0.0000 0.0000 13.268 0.00000 0.00000 13177.0 13177.0 0.0 S 96.000 0.0000 0.0000 13.077 13177.0 13177.0 0.0 N.A. i POND A - WATER QUALITY DRAWDOWN 04 -28 -2008 15:36:39 Page 4 ' Summary of Results 1 PONDS Version 3.3.0222 Retention Pond Recovery - Refined Method Copyright 2008 Devo Seereeram, Ph.D., P.E. Scenario 1 :: Water Quality Volume Time Stage Rate Volume (hours) (ft datum) (ft3 /s) (ft3) . I 2196.1670 Stage None Minimum 96.000 13.08 Maximum 0.002 17.07 None Inflow 13177.0 Rate - Maximum - Positive 0.002 13177.0 None Rate - Maximum - Negative None Cumulative Volume- Maximum Positive 0.002 None Cumulative Volume - Maximum Negative None 1 Cumulative Volume - End of Simulation 96.000 disabled Infiltration disabled disabled Rate - Maximum - Positive 0.002 ' Rate - Maximum - Negative None disabled Cumulative Volume - Maximum Positive 48.000 disabled Cumulative Volume - Maximum Negative None disabled Cumulative Volume - End of Simulation 96.000 disabled Combined Discharge 13177.0 Rate - Maximum - Positive None Rate - Maximum - Negative None ' Cumulative Volume - Maximum Positive None Cumulative Volume - Maximum Negative None Cumulative Volume - End of Simulation 96.000 Discharge Structure 1 - inactive Rate - Maximum - Positive disabled Rate - Maximum - Negative disabled Cumulative Volume - Maximum Positive disabled ' Cumulative Volume - Maximum Negative disabled Cumulative Volume - End of Simulation disabled Discharge Structure 2 - inactive Rate - Maximum - Positive disabled Rate - Maximum - Negative disabled Cumulative Volume - Maximum Positive disabled Cumulative Volume - Maximum Negative disabled Cumulative Volume - End of Simulation disabled Discharge Structure 3 - inactive ' Rate - Maximum - Positive Rate - Maximum - Negative disabled disabled Cumulative Volume - Maximum Positive disabled Cumulative Volume - Maximum Negative disabled ' Cumulative Volume - End of Simulation disabled Pollution Abatement: 36 Hour Stage and Infiltration Volume 36.000 15.01 72 Hour Stage and Infiltration Volume 72.000 13.51 . I 2196.1670 None 13177.0 None 13177.0 0.9191 None 13177.0 None 13177.0 None None None None 0.0 disabled disabled disabled disabled disabled disabled disabled disabled disabled disabled disabled disabled disabled disabled disabled 13130.1 13177.0 POND A - WATER QUALITY DRAWDOWN 04 -28 -2008 15:36:39 Page 5 B APPENDIX G I Basin `B' / Pond `B' Post Development Drainage Calculations P g 1 Fj 1 1 1 1 BELLA TERRA ON THE BAY WATER OUALITY CALCULATIONS -- POND B BASIN B TBE GROUP, INC. Prepared by: M. Giuliani, EI Checked by: J. Hernandez, PE 11- Apr -08 TBE PROD. NO.: 02026 - 002 -00 Total Treatment Area = 1.33 1 acres Required Treatment Volume -- Dry Detention Pond B Treatment Critertia = 1 0.751 inches of runoff (Discharge to Tampa Bay - OFW) Treatment Volume= Area x (Depth /12) x43560 Treatment Volume = 3,6211 cf or 0.08 ac -ft Treatment Volume Provided = �— 3,6211 cf @ Elevation 8.10' PROPOSED STORMWATER POND B - WATER QUALITY Elevation (ft) Area s Area (ac) Incr. Vol (d) Incr. Vol (ac -ft ) Volume (c 7.00 2,685 0.06 1,469 0.03 1,469 7.50 3,189 0.07 2,153 0.05 3,621 8.10 3,986 0.09 5,066 0.12 8,687 9.20 5,224 0.12 Water Quality Weir Elevation = 8.10' J:\ 02026\ 02026002 .00 \DOC \Calcs \DRAINAGE\April 2008 \Water Quality \POST - Quality -POND B.xls BELLA TERRA ON THE BAY Subject: Curve Number Calculations PROJECT AREA - BASIN B (POND B) = 1.33 AC Proposed Conditions Onsite Area: TBE GROUP, INC. Comp. By: M. Giuliani, El Chk. By: J. Hernandez, PE Date: 4/11/2008 Sheet No. 1 of 1 Proj. No. 02026- 002 -00 Weighted SCS Curve Number Calculation Land Use Hydrologic Group Area (Ac) CN Weighted CN Impervious 0.38 98 37.24 Pervious B/D 0.83 84 69.72 Pond B 0.12 100 12.00 Total 1.33 1 89.44 Bella Terra on the BaY TBE Project No.: 02026- 002 -00 Date: 04 -11 -2008 POND B Prepared By: Michelle Giuliani, El Checked By: Jorge Hernandez, PE Underdrain Calculations - 6" PVC Underdrain 154 enter length of pipe in feet 8.1 enter top of treatment elevation 7 enter bottom of pond 3.6 enter centerline of pipe elevation Y1 = 4.5 feet depth from top of treatment volume to centerline of pipe Y2 = 3.4 feet depth from pond bottom to center of pipe D = 3.4 feet depth of filter sand to center line of pipe K = 1.25 ft/hr permeability of sand media Ar = 3336 sq.ft. average treatment volume area At = 308 sq.ft. surface area of sand media T = 2.3 D Ar x log Y1 Darcy's Law K At 72- T = 8.2 hours PROPOSED POND B : 154 LF - 6" PVC UNDERDRAIN PROVIDED J:\ 02026\ 02026002 .00 \DOC \Calcs \DRAINAGE\NpriI 2008 \Underdrains\POND B \UD -POND B.xls ' PONDS Version 3.3.0222 Retention Pond Recovery - Refined Method Copyright 2008 Devo Seereeram, Ph.D., P.E. ' Project Data Project Name: POND B - WATER QUALITY DRAWDOWN ' Simulation Description: BELLA TERRA ON THE BAY — POST DEVELOPMENT J: \0202600200 \DOC \CALCS \DRAT NAG E\April 2008 \PONDS\ POND B.prm ' Project Number: 02026 - 002 -00 Engineer Michelle C. Giuliani, El ' Supervising Engineer: Jorge Hernandez, PE Date: 04 -28 -2008 ' AQ u fifer Data ' Base Of Aquifer Elevation, [B] (ft datum): 2.90 Water Table Elevation, [WT] (ft datum): 3.00 ' Horizontal Saturated Hydraulic Conductivity, [Kh] (ft/day): 30.00 Fillable Porosity, [n] ( %): 20.00 ' Vertical infiltration was not considered. Geometry Data Equivalent Pond Length, [L] (ft): 60.0 ' Equivalent Pond Width, [W] (ft): 55.0 Ground water mound is expected to intersect the pond bottom Stage vs Area Data Stage Area (ft datum) (ftz) 7.00 2685.0 7.50 3189.0 ' 8.10 3986.0 9.20 5224.0 1 1 ' POND B - WATER QUALITY DRAWDOWN 04 -28 -2008 16:19:38 Page 1 ' PONDS Version 3.3.0222 Retention Pond Recovery - Refined Method Copyright 2008 Devo Seereeram, Ph.D., P.E. ' Scenario Input Data Scenario 1 :: Water Quality. Volume Hydrograph Type: Slug Load Modflow Routing: Routed with infiltration Treatment Volume (ft3) 3621 Initial ground water level (ft datum) default, 3.00 Time After Time After ' Storm Event Storm Event (days) (days) 0.100 2.000 ' 0.250 2.500 0.500 3.000 1.000 3.500 1.500 4.000 0 n L IPOND B - WATER QUALITY DRAWDOWN 04 -28 -2008 16:19:40 Page 2 ' PONDS Version 3.3.0222 Retention Pond Recovery - Refined Method ' Copyright 2008 Devo Seereeram, Ph.D., P.E. Sort-By-Category Report Scenarios Considered: 1 Stage - Maximum Time (hours) Description 0.002 Water Quality Volume Time (hours) Description 96.000 Water Quality Volume Maximum ' Scenario Stage Rank Number (ft datum) 1 1 8.100 Stage - Minimum Infiltration - Rate - Maximum Positive Minimum Scenario Stage Rank Number (ft datum) Infiltration Rate 1 1 4.769 (ft /s) 1 1 Time (hours) Description 0.002 Water Quality Volume Time (hours) Description 96.000 Water Quality Volume Time (hours) Description 0.002 Water Quality Volume Time (hours) Description 2.400 Water Quality Volume ', POND B - WATER QUALITY DRAWDOWN 04 -28 -2008 16:19:40 Page 3 Inflow - Rate - Maximum Positive ' Scenario Maximum Positive Inflow Rate Rank Number (ft3 /s) 1 1 603.5000 Infiltration - Rate - Maximum Positive Maximum Positive Scenario Infiltration Rate Rank Number (ft /s) 1 1 0.1362 Time (hours) Description 0.002 Water Quality Volume Time (hours) Description 2.400 Water Quality Volume ', POND B - WATER QUALITY DRAWDOWN 04 -28 -2008 16:19:40 Page 3 1 1 PONDS Version 3.3.0222 Retention Pond Recovery - Refined Method Copyright 2008 Devo Seereeram, Ph.D., P.E. Detailed Results ::. Scenario 1 :: Water Quality Volume Elapsed Inflow Outside Stage Infiltration Overflow Cumulative Cumulative Cumulative Time Rate Recharge Elevation Rate Discharge Inflow Infiltration Discharge Flow (hours) (ft' /s) (ft/day) (ft datum) (ft' /s) (ft' /s) Volume (ft) Volume (ft3) Volume (ft') Type 1 0.000 603.5000 0.0000 7.000 0.03754 0.00000 0.0 0.0 0.0 N.A. 0.002 603.5000 0.0000 8.100 0.03774 0.00000 3621.0 0.2 0.0 S 2.400 0.0000 0.0000 7.685 0.13623 0.00000 3621.0 1540.1 0.0 S 6.000 0.0000 0.0000 7.394 0.06157 0.00000 3621.0 2486.3 0.0 S 12.000 P24.000 0.0000 0.0000 0.0000 0.0000 7.080 6.275 0.03001 0.00000 0.00251 0.00000 3621.0 3621.0 3404.3 3621.0 0.0 0.0 S S 36.000 0.0000 0.0000 5.755 0.00000 0.00000 3621.0 3621.0 0.0 S 48.000 0.0000 0.0000 5.427 0.00000 0.00000 3621.0 3621.0 0.0 S 60.000 0.0000 0.0000 5.195 0.00000 0.00000 3621.0 3621.0 0.0 S 72.000 0.0000 0.0000 5.020 0.00000 0.00000 3621.0 3621.0 0.0 S 1 84.000 0.0000 0.0000 4.882 0.00000 0.00000 3621:0 3621.0 0.0 S 96.000 0.0000 0.0000 4.769 3621.0 3621.0 0.0 N.A. 1 1 1 1 1 1 - 1 1 1 . 1 1 POND B - WATER QUALITY DRAWDOWN 04 -28 -2008 16:19:40 Page 4 Summary of Results Stage PONDS Version 3.3.0222 Retention Pond Recovery - Refined Method Copyright 2008 Devo Seereeram, Ph.D., P.E. Scenario 1 :: Water Quality Volume Time Stage Rate Volume (hours) (ft datum) (ft3 /s) (ft3) Minimum 96.000 4.77 Maximum 0.002 8.10 Inflow None Rate - Maximum - Positive 0.002 Rate - Maximum - Negative None Cumulative Volume - Maximum Positive 0.002 None Cumulative Volume - Maximum Negative None None Cumulative Volume - End of Simulation 96.000 Infiltration None Rate - Maximum - Positive 2.400 0.0 Rate - Maximum - Negative None disabled Cumulative Volume - Maximum Positive 24.000 disabled Cumulative Volume - Maximum Negative None Cumulative Volume - End of Simulation 96.000 Combined Discharge Rate - Maximum - Positive None disabled Rate - Maximum - Negative None disabled Cumulative Volume - Maximum Positive None Cumulative Volume - Maximum Negative None Cumulative Volume - End of Simulation 96.000 disabled Discharge Structure 1 - inactive 3621.0 Rate - Maximum - Positive disabled Rate - Maximum - Negative disabled Cumulative Volume - Maximum Positive disabled Cumulative Volume - Maximum Negative disabled Cumulative Volume - End of Simulation disabled Discharge Structure 2 - inactive Rate - Maximum - Positive disabled Rate - Maximum - Negative disabled Cumulative Volume - Maximum Positive disabled Cumulative Volume - Maximum Negative disabled Cumulative Volume - End of Simulation disabled Discharge Structure 3 - inactive Rate - Maximum - Positive disabled Rate - Maximum - Negative disabled Cumulative Volume - Maximum Positive disabled Cumulative Volume - Maximum Negative disabled Cumulative Volume - End of Simulation disabled Pollution Abatement: 36 Hour Stage and Infiltration Volume 36.000 5.75 72 Hour Stage and Infiltration Volume 72.000 5.02 I�.1 VIYV U - YV111 Lll \.(Vl1L11 1 VI \lIVYVVYVIV 603.5000 None 3621.0 None 3621.0 0.1362 None 3621.0 None 3621.0 None None None None 0.0 disabled disabled disabled disabled disabled disabled disabled disabled disabled disabled disabled disabled disabled disabled disabled 3621.0 3621.0 04 -28 -2008 16:19:40 Page 5 APPENDIX H Basin `C' / Ponds `C -1' and `C -2' Post Development Drainage Calculations IBELLA TERRA ON THE BAY TBE GROUP, INC. Prepared by: M. Giuliani, EI Checked by: J. Hernandez, PE 11 -Apr -08 TBE PROJ. NO. 02026 - 002 -00 PROPOSED - WATER OUALITY CALCULATIONS -- PONDS C -1 AND C -2 (BASIN C Total Treatment Area =I acres Required Treatment Volume - Dry Detention Ponds C -1 and C -2 Treatment Critertia = I inches of runoff (Discharge to Tampa Bay - OFW Treatment Volume= Area x (De th /12 )x 43560 Treatment Volume = 13,3401 cf or 0.31 ac -ft Treatment Volume Provided = 15,148 cf @ Elevation 16.0' at Pond C -1 and Elevation 23.4' at Pond C -2 PROPOSED STORMWATER POND C -1- WATER QUALITY Elevation (ft) Area Area (ac) Incr. Vol (c Incr. Vol (ac -ft Volume (c 15.00 4,445 0.10 5,231 0.12 5,231 16.00 6,017 0.14 3,215 0.07 8,446 16.50 6,841 0.16 1,402 0.03 9,847 16.70 7,178 0.16 2 230 0.05 12,078 17.00 1 7,691 1 0.18 1,845 0.04 11,762 23.50 18,593 0.43 20,007 0.46 31 769 24.50 21,420 0.49 PROPOSED STORMWATER POND C -2 - WATER QUALITY Elevation (ft) Area (s Area (ac) Incr. Vol (c Incr. Vol (ac -ft ) Volume (c 20.50 501 0.0115 725 0.02 725 21.50 949 0.0218 2,086 0.05 2,811 23.00 1,832 0.0421 0 0 2,811 23.00 17,216 0.3952 7,106 0.16 9,917 23.40 18,315 0.42 1,845 0.04 11,762 23.50 18,593 0.43 20,007 0.46 31 769 24.50 21,420 0.49 Water Quality Weir Elevation = 16.00' at Pond C -1 and 23.40' at Pond C -2 WATER QUALITY WATER QUALITY J:\ 02026\ 02026002 .00 \DOC \Calcs \DRAINAGE\ApdI 2008 \Water Quality \POST - Quality -POND C Jorge.xls i BELLA TERRA ON THE BAY Subject: Curve Number Calculations PROJECT AREA - BASIN C (PONDS C -1 AND C -2) = 4.90 AC Proposed Conditions Pond C -1: TBE GROUP, INC. Comp. By: M. Giuliani, El Chk. By: J. Hernandez, PE Date: 4/11/2008 Sheet No. 1 of 1 Proj. No. 02026 - 002 -00 Wei hted SCS Curve Number Calculation Land Use Hydrologic Group Area (Ac) CN Weighted CN Impervious 0.65 98 63.70 Building 0.87 98 85.26 Pervious B/D 0.14 84 11.76 Pond 0.18 100 18.00 Total 1.84 97.13 Pond C -2: Weighted SCS Curve Number Calculation Land Use Hydrologic Group Area (Ac) CN Weighted CN Impervious 1.55 98 151.90 Building 0.66 98 64.68 Pervious B/D 0.36 84 30.24 Pond 0.49 100 49.00 Total 3.06 96.67 J:\ 02026\ 02026002 .00 \DOC \Caics \DRAINAGE\April 2008 \Water Quality \[POST - Quality -POND C.xis]req_vol 4/14/2008 16:17 r Bella Terra on the Bay POND C -1 Underdrain Calculations - 6" PVC Underdrain 184 enter length of pipe in feet 16 enter top of treatment elevation 15 enter bottom of pond 11.4 enter centerline of pipe elevation TBE Project No.: 02026 - 002 -00 Date: 04 -11 -2008 Prepared By: Michelle Giuliani, El Checked By: Jorge Hernandez, PE Y1 = 4.6 feet depth from top of treatment volume to centerline of pipe Y2 = 3.6 feet depth from pond bottom to center of pipe D = 3.6 feet depth of filter sand to center line of pipe K = 1.25 fUhr permeability of sand media Ar = 5231 sq.ft. average treatment volume area At = 368 sq.ft. surface area of sand media T = 2.3 D Ar x log Y1 Darcy's Law K At 72- T = 10.0 hours PROPOSED POND C -1 :184 LF - 6" PVC UNDERDRAIN PROVIDED J:\ 02026\ 02026002 .00 \DOC \Calcs \DRAINAGE\April 2008 \Underdrains \POND C \UD -POND C -1.xls t t Bella Terra on the Bay TBE Project No.: 02026- 002 -00 Date: 04 -11 -2008 POND C -2 Prepared By: Michelle Giuliani, El Checked By: Jorge Hernandez, PE Underdrain Calculations - 6" PVC Underdrain 490 enter length of pipe in feet 23.4 enter top of treatment elevation 23 enter bottom of pond 18.3 enter centerline of pipe elevation Y1 = 5.1 feet depth from top of treatment volume to centerline of pipe Y2 = 4.7 feet depth from pond bottom to center of pipe D = 4.7 feet depth of filter sand to center line of pipe K = 1.25 ft/hr permeability of sand media A = 1 7-7 6-61 sq.ft. average treatment volume area At = 980 sq.ft. surface area of sand media T = 2.3 D Ar x log Y1 Darcy's Law K At Y2 T = 5.6 hours PROPOSED POND C-2: 490 LF - 6" PVC UNDERDRAIN PROVIDED J:\ 02026\ 02026002 .00 \DOC \Calcs \DRAINAGE\ApriI 2008 \Underdrains \POND C \UD -POND C -2.xls PONDS Version 3.3.0222 Retention Pond Recovery - Refined Method ' Copyright 2008 Devo Seereeram, Ph.D., P.E. Project Data Project Name: POND C -1 -- WATER QUALITY DRAWDOWN Simulation Description: BELLA TERRA ON THE BAY J:\0202600200\DOC\CALCS\DRAINAGE\ApriI 2008 \PONDS\ POND C -1.prm Project Number: 02026- 002 -00 Engineer : Michelle C. Giuliani, El Supervising Engineer: Jorge Hernandez, PE Date: 04 -28 -2008 Aquifer Data Base Of Aquifer Elevation, [B] (ft datum): 10.65 Water Table Elevation, [WT] (ft datum): 10.75 Horizontal Saturated Hydraulic Conductivity, [Kh] (ft/day): 30.00 Fillable Porosity, [n] ( %): 20.00 Vertical infiltration was not considered. Geometry Data Equivalent Pond Length, [L] (ft): 60.0 Equivalent Pond Width, [W] (ft): 50.0 Ground water mound is expected to intersect the pond bottom ' Stage vs Area Data Stage Area (ft datum) (ft2) 15.00 4445.0 16.00 6017.0 16.50 6841.0 16.70 7178.0 17.00 7691.0 1 POND C -1 -- WATER QUALITY DRAWDOWN 04 -28 -2008 16:30:12 Page 1 PONDS Version 3.3.0222 Retention Pond Recovery - Refined Method Copyright 2008 Devo Seereeram, Ph.D., P.E. Scenario Input Data Scenario 1 :: Water Quality Volume - POND C -1 Hydrograph Type: Slug Load Modflow Routing: Routed with infiltration Treatment Volume (f:3) 13331 Initial ground water level (ft datum) default, 10.75 Time After Time After Storm Event Storm Event (days) (days) 0.100 2.000 0.250 2.500 0.500 3.000 1.000 3.500 1.500 4.000 IPOND C -1 — WATER QUALITY DRAWDOWN 04 -28 -2008 16:30:13 Page 2 PONDS Version 3.3.0222 Retention Pond Recovery - Refined Method Copyright 2008 Devo Seereeram, Ph.D., P.E. Time (hours) Description 0.002 Water Quality Volume - POND C -1 Time (hours) Description 96.000 Water Quality Volume - POND C -1 Sort-By-Category Report Inflow - Rate - Maximum Positive Scenarios Considered: 1 Maximum Positive Inflow Rate Stage - Maximum (ft3 /s) 1 1 Maximum Scenario Rank Number Stage (ft datum) 1 1 17.163 Stage - Minimum Maximum Positive Minimum Infiltration Rate Scenario Stage (ft3 /s) Rank Number (ft datum) 0.2008 1 1 14.723 Time (hours) Description 0.002 Water Quality Volume - POND C -1 Time (hours) Description 96.000 Water Quality Volume - POND C -1 Time (hours) Description 0.002 Water Quality Volume - POND C -1 Time 11 1 Description 2.400 Water Quality Volume - POND C -1 IPOND C -1 — WATER QUALITY DRAWDOWN 04 -28 -2008 16:30:13 Page 3 Inflow - Rate - Maximum Positive Scenario Maximum Positive Inflow Rate Rank Number (ft3 /s) 1 1 2221.8330 Infiltration - Rate - Maximum Positive Maximum Positive Scenario Infiltration Rate Rank Number (ft3 /s) 1 1 0.2008 Time (hours) Description 0.002 Water Quality Volume - POND C -1 Time 11 1 Description 2.400 Water Quality Volume - POND C -1 IPOND C -1 — WATER QUALITY DRAWDOWN 04 -28 -2008 16:30:13 Page 3 PONDS Version 3.3.0222 Retention Pond Recovery - Refined Method Copyright 2008 Devo Seereeram, Ph.D., P.E. Detailed Results :: Scenario 1 :: Water Quality Volume - POND C -1 Elapsed Inflow Outside Stage Infiltration Overflow Cumulative Cumulative Cumulative Time Rate Recharge Elevation Rate Discharge Inflow Infiltration Discharge Flow (hours) (ft /s) (ft/day) (ft datum) (fP /s) (ft /s) Volume (ft� Volume (fn Volume (" Type 0.000 2221.8330 0.0000 15.000 - 0.12888 0.00000 0.0 0.0 0.0 N.A. 0.002 2221.8330 0.0000 17.163 - 0.12834 0.00000 13331.0 -0.8 0.0 S 2.400 0.0000 0.0000 16.872 0.20081 0.00000 13331.0 2227.3 0.0 S 6.000 0.0000 0.0000 16.667 0.09943 0.00000 13331.0 3716.2 0.0 S 12.000 0.0000 0.0000 16.438 0.06538 0.00000 13331.0 5307.4 0.0 S 24.000 0.0000 0.0000 16.112 0.04276 0.00000 13331.0 7415.8 0.0 S 36.000 0.0000 0.0000 15.847 0.03308 0.00000 13331.0 9002.3 0.0 S 48.000 0.0000 0.0000 15.620 0.02695 0.00000 13331.0 10274.1 0.0 S 60.000 0.0000 0.0000 15.419 0.02264 0.00000 13331.0 11331.1 0.0 S 72.000 0.0000 0.0000 15.238 0.01939 0.00000 13331.0 12230.1 0.0 S 84.000 0.0000 0.0000 15.072 0.01274 0.00000 13331.0 13006.8 0.0 S 96.000 0.0000 0.0000 14.723 13331.0 13331.0 0.0 N.A. ,� POND C -1 -- WATER QUALITY DRAWDOWN 04 -28 -2008 16:30:14 Page 4 PONDS Version 3.3.0222 Retention Pond Recovery - Refined Method Copyright 2008 Devo Seereeram, Ph.D., P.E. Summary of Results :: Scenario 1 :: Water Quality Volume - POND C -1 Time Stage Rate Volume (hours) (ft datum) (ft3 /s) (ft3) 1 2221.8330 Stage None Minimum 96.000 14.72 Maximum 0.002 17.16 - 0.1283 Inflow 13331.0 Rate - Maximum - Positive 0.002 13331.0 None Rate - Maximum - Negative None Cumulative Volume - Maximum Positive 0.002 None Cumulative Volume - Maximum Negative None disabled Cumulative Volume - End of Simulation 96.000 disabled Infiltration Rate - Maximum - Positive 2.400 disabled disabled Rate - Maximum - Negative 0.002 Cumulative Volume - Maximum Positive 96.000 disabled Cumulative Volume - Maximum Negative 0.002 disabled Cumulative Volume - End of Simulation 96.000 disabled Combined Discharge disabled Rate - Maximum - Positive Rate - Maximum - Negative None None 12230.1 Cumulative Volume - Maximum Positive None Cumulative Volume - Maximum Negative None Cumulative Volume - End of Simulation 96.000 Discharge Structure 1 - inactive Rate - Maximum - Positive disabled Rate - Maximum - Negative disabled Cumulative Volume - Maximum Positive disabled Cumulative Volume - Maximum Negative disabled Cumulative Volume - End of Simulation disabled Discharge Structure 2 - inactive Rate - Maximum - Positive disabled Rate - Maximum - Negative disabled Cumulative Volume - Maximum Positive disabled Cumulative Volume - Maximum Negative disabled ' Cumulative Volume - End of Simulation disabled Discharge Structure 3 - inactive Rate - Maximum - Positive disabled Rate - Maximum - Negative disabled Cumulative Volume - Maximum Positive disabled Cumulative Volume - Maximum Negative disabled ' Cumulative Volume - End of Simulation disabled Pollution Abatement: 36 Hour Stage and Infiltration Volume 36.000 15.85 72 Hour Stage and Infiltration Volume 72.000 15.24 1 2221.8330 None 13331.0 None 13331.0 0.2008 - 0.1283 13331.0 -0.8 13331.0 None None None None 0.0 disabled disabled disabled disabled disabled disabled disabled disabled disabled disabled disabled disabled disabled disabled disabled 9002.3 12230.1 IPOND C -1 — WATER QUALITY DRAWDOWN 04 -28 -2008 16:30:14 Page 5 PONDS Version 3.3.0222 Retention Pond Recovery - Refined Method Copyright 2008 Devo Seereeram, Ph.D., P.E. Project Data Project Name: POND C -2 -- WATER QUALITY DRAWDOWN Simulation Description: BELLA TERRA ON THE BAY J: \0202600200 \DOC \CALCS \D RAI NAG EWpril 2008 \PONDS\ POND C -2.prm Project- Number: 02026 - 002 -00 Engineer : Michelle C. Giuliani, El Supervising Engineer: Jorge Hernandez, PE Date: 04 -28 -2008 Aquifer Data ' Base Of Aquifer Elevation, [B] (ft datum): 17.40 Water Table Elevation, [WT] (ft datum): 17.50 Horizontal Saturated Hydraulic Conductivity, [Kh] (ft/day): 30.00 Fillable Porosity, [n] ( %): 20.00 Vertical infiltration was not considered. 17217.0 Geometry Data 18315.0 !' Equivalent Pond Length, [L] (ft): 200.0 21420.0 Equivalent Pond Width, [W] (ft): 145.0 Ground water mound is expected to intersect the pond bottom IStage vs Area Data POND C -2 -- WATER QUALITY DRAWDOWN 04 -28 -2008 16:36:13 Page 1 Stage Area (ft datum) (ft2) 20.50 501.0 21.50 949.0 23.00 17217.0 23.40 18315.0 ' 24.50 21420.0 POND C -2 -- WATER QUALITY DRAWDOWN 04 -28 -2008 16:36:13 Page 1 ' PONDS Version 3.3.0222 Retention Pond Recovery - Refined Method ' Copyright 2008 Devo Seereeram, Ph.D., P.E. Scenario Input Data Scenario 1 :: Water Quality Volume - Pond C -2 ' Hydrograph Type: Slug Load Modflow Routing: Routed with infiltration ' Treatment Volume (ft3) 13340 Initial ground water level (ft datum) default, 17.50 Time After Time After Storm Event Storm Event (days) (days) 0.100 2.000 0.250 2.500 0.500 3.000 1.000 3.500 1.500 4.000 IPOND C -2 — WATER QUALITY DRAWDOWN 04 -28 -2008 16:36:14 Page 2 ' PONDS Version 3.3 .0222 Retention Pond Recovery - Refined Method ' Copyright 2008 Devo Seereeram, Ph.D., P.E. Time (hours) Description 0.002 Water Quality Volume - Pond C -2 Time Sort-Bv- Category Report Inflow - Rate - Maximum Positive Scenarios Considered: 1 Maximum Positive ' Stage - Maximum Inflow Rate Rank Number Maximum Scenario Stage ' ' Rank Number (ft datum) Infiltration - Rate - Maximum Positive 1 1 22.940 Maximum Positive Stage - Minimum Scenario Infiltration Rate Minimum Rank Number (ft' /s) Scenario Stage 0.4461 ' Rank Number (ft datum) 1 1 19.907 Time (hours) Description 0.002 Water Quality Volume - Pond C -2 Time 1 1 1 1 Description 96.000 Water Quality Volume - Pond C -2 Time (hours) Description 0.002 Water Quality Volume - Pond C -2 Time Description 2.400 Water Quality Volume - Pond C -2 ' POND C -2 -- WATER QUALITY DRAWDOWN 04 -28 -2008 16:36:15 Page 3 Inflow - Rate - Maximum Positive Maximum Positive Scenario Inflow Rate Rank Number (ft3 /s) 1 1 2223.3330 ' Infiltration - Rate - Maximum Positive Maximum Positive Scenario Infiltration Rate Rank Number (ft' /s) 1 1 0.4461 1 1 1 1 Description 96.000 Water Quality Volume - Pond C -2 Time (hours) Description 0.002 Water Quality Volume - Pond C -2 Time Description 2.400 Water Quality Volume - Pond C -2 ' POND C -2 -- WATER QUALITY DRAWDOWN 04 -28 -2008 16:36:15 Page 3 ' PONDS Version 3.3.0222 Retention Pond Recovery - Refined Method Copyright 2008 Devo Seereeram, Ph.D., P.E. Detailed Results :: Scenario 1 :: Water Quality Volume - Pond C -2 ' Elapsed Inflow Outside Stage Infiltration Overflow Cumulative Cumulative Cumulative Time Rate Recharge Elevation Rate Discharge Inflow Infiltration Discharge Flow (hours) (ft /s) (ft/day) (ft datum) (ft /s) (ft /s) Volume (ft?) Volume (" Volume (ft) Type 1 0.000 2223.3330 0.0000 20.500 0.13375 0.00000 0.0 0.0 0.0 N.A. 0.002 2223.3330 0.0000 22.940 0.13438 0.00000 13340.0 0.8 0.0 S 2.400 0.0000 0.0000 22.595 0.44608 0.00000 13340.0 5072.3 0.0 S 6.000 0.0000 0.0000 22.329 0.19456 0.00000 13340.0 8104.6 0.0 S 12.000 0.0000 0.0000 21.984 0.10156 0.00000 13340.0 10888.1 0.0 S 1 24.000 0.0000 0.0000 21.154 0.02838 0.00000 13340.0 12916.7 0.0 S 36.000 0.0000 0.0000 20.467 0.00490 0.00000 13340.0 13340.0 0.0 S 48.000 0.0000 0.0000 20.322 0.00000 0.00000 13340.0 13340.0 0.0 S 60.000 0.0000 0.0000 20.195 0.00000 0.00000 13340.0 13340.0 0.0 S 72.000 0.0000 0.0000 20.085 0.00000 0.00000 13340.0 13340.0 0.0 S 1 84.000 0.0000 0.0000 19.990 0.00000 0.00000 13340.0 13340.0 0.0 S 96.000 0.0000 0.0000 19.907 13340.0 13340.0 0.0 N.A. 1 i 1 i 1 1 1 i 1 i 1 1 POND C -2 - WATER QUALITY DRAWDOWN 04 -28 -2008 16:36:15 Page 4 r 1 Summary of Results PONDS Version 3.3.0222 Retention Pond Recovery - Refined Method Copyright 2008 Devo Seereeram, Ph.D., P.E. Scenario 1 :: Water Quality Volume - Pond C -2 Time Stage Rate Volume (hours) (ft datum) (ft3 /s) (ft3) ' Stage None Minimum 96.000 19.91 Maximum 0.002 22.94 ' Inflow 13340.0 Rate - Maximum - Positive 0.002 13340.0 None Rate - Maximum - Negative None Cumulative Volume - Maximum Positive 0.002 None ' Cumulative Volume - Maximum Negative . None disabled Cumulative Volume - End of Simulation 96.000 disabled Infiltration disabled disabled Rate - Maximum - Positive 2.400 Rate - Maximum - Negative None disabled Cumulative Volume - Maximum Positive 36.000 disabled Cumulative Volume - Maximum Negative None disabled Cumulative Volume - End of Simulation 96.000 disabled Combined Discharge 13340.0 Rate - Maximum - Positive None Rate - Maximum - Negative None ' Cumulative Volume - Maximum Positive None Cumulative Volume - Maximum Negative None Cumulative Volume - End of Simulation 96.000 Discharge Structure 1 - inactive Rate - Maximum - Positive disabled Rate - Maximum - Negative disabled Cumulative Volume - Maximum Positive disabled Cumulative Volume - Maximum Negative disabled Cumulative Volume - End of Simulation disabled Discharge Structure 2 - inactive ' Rate - Maximum - Positive disabled Rate - Maximum - Negative disabled Cumulative Volume - Maximum Positive disabled Cumulative Volume - Maximum Negative disabled Cumulative Volume - End of Simulation disabled Discharge Structure 3 - inactive Rate - Maximum - Positive disabled ' Rate - Maximum - Negative disabled Cumulative Volume - Maximum Positive disabled Cumulative Volume - Maximum Negative disabled Cumulative Volume - End of Simulation disabled Pollution Abatement: 36 Hour Stage and Infiltration Volume 36.000 20.47 72 Hour Stage and Infiltration Volume 72.000 20.09 IPOND C -2 -- WATER QUALITY DRAWDOWN 2223.3330 None 13340.0 None 13340.0 0.4461 None 13340.0 None 13340.0 None None None None 0.0 disabled disabled disabled disabled disabled disabled disabled disabled disabled disabled disabled disabled disabled disabled disabled 13340.0 13340.0 04 -28 -2008 16:36:15 Page 5 APPENDIX I Basin `D' / Pond `D' Post Development Drainage Calculations 1 1 BELLA TERRA ON THE BAY Prepared by: M. Giuliani, EI Chk. by: J. Hernandez, PE 11- Apr -08 TBE GROUP, INC. WATER OUALITY CALCULATIONS - POND D (BASIN D Total Treatment Area= 1 0.83 acres Required Treatment Volume — Dry Detention Pond D Treatment Critertia = I inches of runoff Treatment Volume = A_ rea x (Depth /12) x 43560 Treatment Volume = 2,260 cf or 0.05 ac -ft Treatment Volume Provided= 2,284 cf @ Elevation 9.0' PROPOSED STORMWATER POND D - WATER QUALITY Elevation (ft) Area (s Area (ac) Incr. Vol c Incr. Vol (ac -ft ) Volume (c 8.00 1,874 0.04 1,038 0.02 1038 8.50 2.278 0.05 1,246 0.03 2,284 9.00 2,707 0.06 3,174 0.07 5,458 10.00 3,641 0.08 J: \02026\ 02026002 .00 \DOC \Calcs \DRAINAGE\April 2008 \Water Qua lity \POST - Quality -POND D.xls WATER QUALITY r t r BELLA TERRA ON THE BAY Subject: Curve Number Calculations PROJECT AREA - BASIN D (POND D) = 0.83 AC Proposed Conditions Onsitp Area- TBE GROUP, INC. Comp. By: M. Giuliani, El Chk. By: J. Hernandez, PE Date: 4/11/2008 Sheet No. 1 of 1 Proj. No. 02026- 002 -00 Weighted SCS Curve Number Calculation Land Use Hydrologic Group Area (Ac) CN Weighted CN Impervious 0.34 98 33.32 Building 0.08 98 7.84 Pervious B/D 0.33 84 27.72 Pond 0.08 100 8.00 Total 0.83 92.63 J:\ 02026\ 02026002 .00\DOC \Calcs \DRAINAGE\ApriI 2008 \Curve Numbers \CN -POND D.xls Bella Terra on the BaV TBE Project No.: 02026- 002 -00 Date: 04 -11 -2008 POND D Prepared By: Michelle Giuliani, El Checked By: Jorge Hernandez, PE Underdrain Calculations - 6" PVC Underdrain 67 enter length of pipe in feet 9 enter top of treatment elevation 8 enter bottom of pond 5.85 enter centerline of pipe elevation Y1 = 3.15 feet depth from top of treatment volume to centerline of pipe Y2 = 2.15 feet depth from pond bottom to center of pipe D = 2.15 feet depth of filter sand to center line of pipe K = 1.25 ft/hr permeability of sand media Ar = 2291 sq.ft. average treatment volume area At = 134 sq.ft. surface area of sand media T = 2.3 D Ar x log Y1 Darcy's Law K At Y2 T = 11.2 hours PROPOSED POND D: 67 LF - 6" PVC UNDERDRAIN PROVIDED iJ:\ 02026\ 02026002 .00 \DOC \Calcs \DRAINAGE\ApriI 2008 \Underdrains \POND D \UD -POND D.As PONDS Version 3.3.0222 Retention Pond Recovery - Refined Method Copyright 2008 Devo Seereeram, Ph.D., P.E.J Project Data 1' Aguifer Data Base Of Aquifer Elevation, [B] (ft datum): Water Table Elevation, [WT] (ft datum): Horizontal Saturated Hydraulic Conductivity, [Kh] (ft/day): Fillable Porosity, [n] ( %): . Vertical infiltration was not considered. Geometry Data Equivalent Pond Length, [L] (ft): 70.0 Equivalent Pond Width, [W] (ft): 25.0 Ground water mound is expected to intersect the pond bottom Stage vs Area Data Stage (ft datum) 8.00 8.50 9.00 i 10.00 Area (ft2) 1874.0 2278.0 2707.0 3641.0 4.90 5.00 30.00 20.00 POND D — WATER QUALITY DRAWDOWN 04 -15 -2008 10:11:25 Page 1 Project Name: POND D -- WATER QUALITY DRAWDOWN Simulation Description: BELLA TERRA ON THE BAY J: \0202600200\DOC \CALCS \DRAINAGE \March 2008 \PONDS\ POND D.prm Project Number: 02026- 002 -00 Engineer Michelle C. Giuliani, El Supervising Engineer: Jorge Hernandez, PE i� Date: 04 -15 -2008 1' Aguifer Data Base Of Aquifer Elevation, [B] (ft datum): Water Table Elevation, [WT] (ft datum): Horizontal Saturated Hydraulic Conductivity, [Kh] (ft/day): Fillable Porosity, [n] ( %): . Vertical infiltration was not considered. Geometry Data Equivalent Pond Length, [L] (ft): 70.0 Equivalent Pond Width, [W] (ft): 25.0 Ground water mound is expected to intersect the pond bottom Stage vs Area Data Stage (ft datum) 8.00 8.50 9.00 i 10.00 Area (ft2) 1874.0 2278.0 2707.0 3641.0 4.90 5.00 30.00 20.00 POND D — WATER QUALITY DRAWDOWN 04 -15 -2008 10:11:25 Page 1 PONDS Version 3.3.0222 Retention Pond Recovery - Refined Method Copyright 2008 Devo Seereeram, Ph.D., P.E. Scenario Input Data Scenario 1 :: Water Quality Volume - P C -1 Hydrograph Type: Slug Load Modflow Routing: Routed with infiltration Treatment Volume (ft3) 2284 Initial ground water level (ft datum) default, 5.00 Time After Time After Storm Event Storm Event (days) (days) 0.100 2.000 0.250 2.500 0.500 3.000 1.000 3.500 1.500 4.000 r 1 'I� POND D — WATER QUALITY DRAWDOWN 04 -15 -2008 10:11:26 Page 2 PONDS Version 3.3.0222 Retention Pond Recovery - Refined Method Copyright 2008 Devo Seereeram, Ph.D., P.E. Sort-By-Cate-gory Report Scenarios Considered: 1 Stage - Maximum Infiltration - Rate - Maximum Positive Maximum Positive Scenario Infiltration Rate Rank Number (ft3 /s) 1 1 0.0778 a 1 Time (hours) Description 2.400 Water Quality Volume -POND C -1 POND D — WATER QUALITY DRAWDOWN 04 -15 -2008 10:11:26 Page 3 Maximum Rank Scenario Number Stage (ft datum) Time (hours) Description 1 1 9.000 0.002 Water Quality Volume - POND C -1 Stage - Minimum Minimum Scenario Stage Time Rank Number (ft datum) (hours) Description 1 1 6.303 96.000 Water Quality Volume - POND C -1 Inflow - Rate - Maximum Positive Scenario Maximum Positive Inflow Rate Time Rank Number (ft3 /s) (hours) Description 1 1 380.6667 0.002 Water Quality Volume - POND C -1 I� Infiltration - Rate - Maximum Positive Maximum Positive Scenario Infiltration Rate Rank Number (ft3 /s) 1 1 0.0778 a 1 Time (hours) Description 2.400 Water Quality Volume -POND C -1 POND D — WATER QUALITY DRAWDOWN 04 -15 -2008 10:11:26 Page 3 PONDS Version 3.3.0222 Retention Pond Recovery - Refined Method Copyright 2008 Devo Seereeram, Ph.D., P.E. Water Quality Volume - POND C -1 Stage Elevation (ft datum) 8.000 9.000 8.657 8.421 8.171 7.629 7.131 6.842 6.647 6.503 6.392 6.303 Infiltration Overflow Cumulative Cumulative Cumulative Rate Discharge Inflow Infiltration Discharge Flow (ft' /s) (ft' /s) Volume (" Volume (ft� Volume (ft� Type 0.02760 0.00000 0.0 0.0 0.0 N.A. 0.02771 0.0000D 2284.0 0.2 0.0 S 0.07781 0.00000 2284.0 877.8 0.0 S 0.03544 0.00000 2284.0 1422.4 0.0 S 0.01888 0.00000 2284.0 1950.8 0.0 S 0.00386 0.00000 2284.0 2284.0 0.0 S 0.00000 0.00000 2284.0 2284.0 0.0 S 0.00000 0.00000 2284.0 2284.0 0.0 S 0.00000 0.00000 2284.0 2284.0 0.0 S 0.00000 0.00000 2284.0 2284.0 0.0 S 0.00000 0.00000 2284.0 2284.0 0.0 S - - 2284.0 2284.0 0.0 N.A. POND D -- WATER QUALITY DRAWDOWN 04 -15 -2008 10:11:27 Page 4 �i Detailed Results :: Scenario 9 Elapsed Inflow Outside Time Rate Recharge (hours) (ft /s) (ft/day) .I, 0.000 380.6667 0.0000 0.002 380.6667 0.0000 2.400 0.0000 0.0000 6.000 0.0000 0.0000 12.000 24.000 0.0000 0.0000 0.0000 0.0000 36.000 0.0000 0.0000 48.000 0.0000 0.0000 60.000 0.0000 0.0000 72.000 0.0000 0.0000 84.000 0.0000 0.0000 96.000 0.0000 0.0000 PONDS Version 3.3.0222 Retention Pond Recovery - Refined Method Copyright 2008 Devo Seereeram, Ph.D., P.E. Water Quality Volume - POND C -1 Stage Elevation (ft datum) 8.000 9.000 8.657 8.421 8.171 7.629 7.131 6.842 6.647 6.503 6.392 6.303 Infiltration Overflow Cumulative Cumulative Cumulative Rate Discharge Inflow Infiltration Discharge Flow (ft' /s) (ft' /s) Volume (" Volume (ft� Volume (ft� Type 0.02760 0.00000 0.0 0.0 0.0 N.A. 0.02771 0.0000D 2284.0 0.2 0.0 S 0.07781 0.00000 2284.0 877.8 0.0 S 0.03544 0.00000 2284.0 1422.4 0.0 S 0.01888 0.00000 2284.0 1950.8 0.0 S 0.00386 0.00000 2284.0 2284.0 0.0 S 0.00000 0.00000 2284.0 2284.0 0.0 S 0.00000 0.00000 2284.0 2284.0 0.0 S 0.00000 0.00000 2284.0 2284.0 0.0 S 0.00000 0.00000 2284.0 2284.0 0.0 S 0.00000 0.00000 2284.0 2284.0 0.0 S - - 2284.0 2284.0 0.0 N.A. POND D -- WATER QUALITY DRAWDOWN 04 -15 -2008 10:11:27 Page 4 �i PONDS Version 3.3.0222 Retention Pond Recovery - Refined Method Copyright 2008 t Devo Seereeram, Ph.D., P.E. 'I, Summary of Results 1 Scenario 1 :: Water Quality Volume - POND C -1 Stage Minimum Maximum Inflow Rate - Maximum - Positive Rate - Maximum - Negative Cumulative Volume - Maximum Positive Cumulative Volume - Maximum Negative Cumulative Volume - End of Simulation Infiltration Rate - Maximum - Positive Rate - Maximum - Negative Cumulative Volume - Maximum Positive Cumulative Volume - Maximum Negative Cumulative Volume - End of Simulation Combined Discharge Rate - Maximum - Positive Rate - Maximum - Negative Cumulative Volume - Maximum Positive Cumulative Volume - Maximum Negative Cumulative Volume - End of Simulation Discharge Structure 1 - inactive Rate - Maximum - Positive Rate - Maximum - Negative Cumulative Volume - Maximum Positive Cumulative Volume - Maximum Negative Cumulative Volume - End of Simulation Discharge Structure 2 - inactive Rate - Maximum - Positive Rate - Maximum - Negative Cumulative Volume - Maximum Positive Cumulative Volume - Maximum Negative Cumulative Volume - End of Simulation Discharge Structure 3 - inactive Rate - Maximum - Positive Rate - Maximum - Negative Cumulative Volume - Maximum Positive Cumulative Volume - Maximum Negative Cumulative Volume - End of Simulation Pollution Abatement: 36 Hour Stage and Infiltration Volume 72 Hour Stage and Infiltration Volume POND D —WATER QUALITY DRAWDOWN Time Stage Rate Volume (hours) (ft datum) (ft3 /s) (ft3) 96.000 6.30 0.002 9.00 0.002 380.6667 None None 0.002 2284.0 None None 96.000 2284.0 2.400 0.0778 None None 24.000 2284.0 None None 96.000 2284.0 None None None None None None None None 96.000 0.0 disabled disabled disabled disabled disabled disabled disabled disabled disabled disabled disabled disabled disabled disabled disabled disabled disabled disabled disabled disabled disabled disabled disabled disabled disabled disabled disabled disabled disabled disabled 36.000 7.13 2284.0 72.000 6.50 2284.0 04 -15 -2008 10:11:27 Page 5 APPENDIX J Basin `E' � Pond `E' Post Development Drainage Calculations i BELLA TERRA ON THE BAY Prepared by: M. Giuliani, EI Chk. by: J. Hernandez, PE 11- Apr -08 TBE GROUP, INC. WATER QUALITY CALCULATIONS - POND E BASIN E) Total Treatment Area= 2.16 acres Reauired Treatment Volume — Dry Detention Pond E Treatment Critertia = 0.75 inches of runoff Treatment Volume = Area x (Depth /12) x 43560 Treatment Volume = 5,881 cf or 0.13 ac -ft Treatment Volume Provided = 5,935 cf @ Elevation 7.10' PROPOSED STORMWATER POND E - WATER QUALITY Elevation (ft) Area (s Area (ac Incr. Vol c Iner. Vol (ac -ft ) Volume (c 6.00 4,208 0.10 5,287 0.12 5,287 7.00 6,366 0.15 648 0.01 5,935 7.10 6,588 0.15 6,846 0.16 12,781 8.00 8,626 0.20 J: \02026\ 02026002 .00 \DOC \Calcs \DRAINAGE\April 2008 \Water Quality \POST - Quality -POND E.xls WATER QUALITY t i 1 1 1 1 BELLA TERRA ON THE BAY Subject: Curve Number Calculations PROJECT AREA - BASIN E (POND E) = 2.16 AC Proposed Conditions Onsite Area: TBE GROUP, INC. Comp. By: M. Giuliani, El Chk. By: J. Hernandez, PE Date: 4/11/2008 Sheet No. 1 of 1 Proj. No. 02026 - 002 -00 Weighted SCS Curve Number Calculation Land Use Hydrologic Group Area (Ac) CN Weighted CN Impervious 0.75 98 73.50 Pervious B/D 1.21 84 101.64 Pond 0.20 100 20.00 Total 2.16 90.34 J:\ 02026\ 02026002 .00 \DOC \Calcs \DRAINAGE\April 2008 \Curve Numbers \CN -POND E.xls Bella Terra on the BaV TBE Project No.: 02026 - 002 -00 Date: 04 -11 -2008 POND E Prepared By: Michelle Giuliani, El Checked By: Jorge Hernandez, PE Underdrain Calculations - 6" PVC Underdrain 214 enter length of pipe in feet 7.1 enter top of treatment elevation 6 enter bottom of pond 3.95 enter centerline of pipe elevation Y1 = 3.15 feet depth from top of treatment volume to centerline of pipe Y2.= 2.05 feet depth from pond bottom to center of pipe D = 2.05 feet depth of filter sand to center line of pipe K = 1.25 fUhr permeability of sand media Ar = 5398 sq.ft. average treatment volume area At = 428 sq.ft. surface area of sand media T = 2.3 D Ar x log Y1 Darcy's Law K At 72- T = 8.9 hours PROPOSED POND E: 214 LF - 6" PVC UNDERDRAIN PROVIDED J:\ 02024 \02024130.14 \DOC \CALCS \UD -POND E.As PONDS Version 3.3.0222 Retention Pond. Recovery - Refined Method Copyright 2008 Devo Seereeram, Ph.D., P.E. Project Data Project Name: POND E — WATER QUALITY DRAWDOWN Simulation Description: BELLA TERRA ON THE BAY J: \0202600200 \DOC \CALCS \DRAI NAG E\April 2008 \PONDS\ POND E.prm ' Project Number: 02026 - 002 -00 Engineer : Michelle C. Giuliani, El ' Supervising Engineer: Jorge Hernandez, PE Date: 04 -28 -2008 Aquifer Data Base Of Aquifer Elevation, [B] (ft datum): 2.90 Water Table Elevation, [WT] (ft datum): 3.00 Horizontal Saturated Hydraulic Conductivity, [Kh] (ft/day): 30.00 Fillable Porosity, [n] ( %): 20.00 1 Vertical infiltration was not considered. Geometry Data Equivalent Pond Length, [L] (ft): 160.0 Equivalent Pond Width, [W] (ft): 15.0 ' Ground water mound is expected to intersect the pond bottom Stage vs Area Data Stage Area (ft datum) (ft2) 6.00 4208.0 7.00 6366.0 7.10 6588.0 8.00 8626.0 POND E — WATER QUALITY DRAWDOWN 04 -28 -2008 16:46:13 Page 1 PONDS Version 3.3.0222 Retention Pond Recovery - Refined Method Copyright 2008 Devo Seereeram, Ph.D., P.E. Scenario Input Data Scenario 1 :: Water Quality Volume - POND E Hydrograph Type: Slug Load Modflow Routing: Routed with infiltration Treatment Volume (ft3) 5881 Initial ground water level (ft datum) default, 3.00 Time After Time After Storm Event Storm Event (days) (days) 0.100 2.000 0.250 2.500 0.500 3.000 1.000 3.500 1.500 4.000 1 1 1 POND E —WATER QUALITY DRAWDOWN 04-28-2008 16:46:14 Page 2 PONDS Version 3.3.0222 Retention Pond Recovery - Refined Method Copyright 2008 Devo Seereeram, Ph.D., P.E. ' Sort- By- Cateciory Report Scenarios Considered: 1 Stage - Maximum Maximum Scenario Stage Rank Number (ft datum) 1 1 7.092 Stage - Minimum Minimum Scenario Stage Rank Number (ft datum) 1 1 4.685 Time Description 0.002 Water Quality Volume - POND E Time (hours) Description 96.000 Water Quality Volume - POND E 1 1 Time (hours) Description 0.002 Water Quality Volume - POND E Time Description 2.400 Water Quality Volume - POND E IPOND E — WATER QUALITY DRAWDOWN 04 -28 -2008 16:46:14 Page 3 Inflow - Rate - Maximum Positive ' Scenario Maximum Positive Inflow Rate Rank Number (ft3 /s) 1 1 980.1667 Infiltration - Rate - Maximum Positive Maximum Positive Scenario Infiltration Rate Rank Number (ft3 /s) 1 1 0.1499 1 1 Time (hours) Description 0.002 Water Quality Volume - POND E Time Description 2.400 Water Quality Volume - POND E IPOND E — WATER QUALITY DRAWDOWN 04 -28 -2008 16:46:14 Page 3 1 PONDS Version 3.3.0222 Retention Pond Recovery - Refined Method Copyright 2008 Devo Seereeram, Ph.D., P.E. Water Quality Volume - POND E Stage Infiltration Elevation Rate (ft datum) (ft' /s) 6.000 7.092 6.823 6.640 6.446 6.187 5.955 5.438 5.146 4.948 4.801 4.685 0.05863 0.05882 0.14992 0.06901 0.04203 0.02422 0.00955 0.00000 0.00000 0.00000 0.00000 Overflow Detailed Results :: Scenario 1 ' Discharge Inflow Infiltration Discharge Elapsed Inflow Outside Volume (ft) Time Rate Recharge 0.0 (hours) (ft /s) (ft/day) ' 0.000 980.1667 0.0000 S 0.002 980.1667 0.0000 0.0 2.400 0.0000 0.0000 2743.7 6.000 0.0000 0.0000 5881.0 12.000 0.0000 0.0000 0.00000 24.000 0.0000 0.0000 S -- >36.000 0.0000 0.0000 0.0 48.000 0.0000 0.0000 5881.0 60.000 0.0000 0.0000 5881.0 72.000 0.0000 0.0000 ' 84.000 0.0000 0.0000 S 96.000 0.0000 0.0000 0.0 S - -- 5881.0 5881.0 0.0 N.A. PONDS Version 3.3.0222 Retention Pond Recovery - Refined Method Copyright 2008 Devo Seereeram, Ph.D., P.E. Water Quality Volume - POND E Stage Infiltration Elevation Rate (ft datum) (ft' /s) 6.000 7.092 6.823 6.640 6.446 6.187 5.955 5.438 5.146 4.948 4.801 4.685 0.05863 0.05882 0.14992 0.06901 0.04203 0.02422 0.00955 0.00000 0.00000 0.00000 0.00000 Overflow Cumulative Cumulative Cumulative Discharge Inflow Infiltration Discharge Flow (ft' /s) Volume (" Volume (ft) Volume (ft') Type 0.00000 0.0 0.0 0.0 N.A. 0.00000 5881.0 0.4 0.0 S 0.00000 5881.0 1688.9 0.0 S 0.00000 5881.0 2743.7 0.0 S 0.00000 5881.0 3788.7 0.0 S 0.00000 5881.0 5055.8 0.0 S 0.00000 5881.0 5881.0 0.0 S 0.00000 5881.0 5881.0 0.0 S 0.00000 5881.0 5881.0 0.0 S 0.00000 5881.0 5881.0 0.0 S 0.00000 5881.0 5881.0 0.0 S - -- 5881.0 5881.0 0.0 N.A. IPOND E -- WATER QUALITY DRAWDOWN 04 -28 -2008 16:46:14 Page 4 Ij PONDS Version 3.3.0222 Retention Pond Recovery - Refined Method Copyright 2008 Devo Seereeram, Ph.D., P.E. Summary of Results :: Scenario 1 :: Water Quality Volume - POND E Stage Minimum Maximum Inflow Rate - Maximum - Positive Rate - Maximum - Negative Cumulative Volume - Maximum Positive Cumulative Volume - Maximum Negative Cumulative Volume - End of Simulation Infiltration Rate - Maximum - Positive Rate - Maximum - Negative Cumulative Volume - Maximum Positive Cumulative Volume - Maximum Negative Cumulative Volume - End of Simulation Combined Discharge Rate - Maximum - Positive Rate - Maximum - Negative Cumulative Volume - Maximum Positive Cumulative Volume - Maximum Negative Cumulative Volume - End of Simulation Discharge Structure 1 - inactive Rate - Maximum - Positive Rate - Maximum - Negative Cumulative Volume - Maximum Positive Cumulative Volume - Maximum Negative Cumulative Volume - End of Simulation Discharge Structure 2 - inactive Rate - Maximum - Positive Rate - Maximum - Negative Cumulative Volume - Maximum Positive Cumulative Volume - Maximum Negative Cumulative Volume - End of Simulation Discharge Structure 3 - inactive Rate - Maximum - Positive Rate - Maximum - Negative Cumulative Volume - Maximum Positive Cumulative Volume - Maximum Negative Cumulative Volume - End of Simulation Pollution Abatement: 36 Hour Stage and Infiltration Volume 72 Hour Stage and Infiltration Volume POND E -- WATER QUALITY DRAWDOWN Time Stage Rate Volume (hours) (ft datum) (fp1s) (ft3) 96.000 4.68 0.002 7.09 0.002 None 0.002 None 96.000 2.400 None 36.000 None 96.000 None None None None 96.000 disabled disabled disabled disabled disabled disabled disabled disabled disabled disabled disabled disabled disabled disabled disabled 36.000 5.95 72.000 4.95 980.1667 None 5881.0 None 5881.0 0.1499 None 5881.0 None 5881.0 None None None None 0.0 disabled disabled disabled disabled disabled disabled disabled disabled disabled disabled disabled disabled disabled disabled disabled 5881.0 5881.0 04 -28 -2008 16:46:15 Page 5 APPENDIX K Post Development ICPR Storm Routing Calculations BASIN `A' / POND `A' — POST Development ♦ Post - Development ICPR Storm Routing Analysis BELLA TERRA -- POST DEVELOPMENT CONDITIONS ' BASIN A -- POND A 25 YEAR 24 HOUR STORM ANALYSIS NODE MAP i A: POND A Nodes A Stage /Area V Stage /Volume T Time /Stage M Manhole Basins O Overland Flow U SCS Unit Hydro S Santa Barbara Links P Pipe W weir C Channel D B Drop Structure Bridge R Rating Curve H Breach i A: POND A . D :DS -OUT FALL U: BASIN A A -I T: OUTFACE A -3 April 22, 2008R \NORTH BASIN - POND A \POST- PONDA.ICP Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc. BELLA TERRA -- POST DEVELOPMENT CONDITIONS BASIN A -- POND A 25 YEAR 24 HOUR STORM ANALYSIS NODE REPORT Max Time Name Group Simulation Stage hrs Max Warning Max Delta Max Surf Max Time Max Max Time Max Stage Stage Stage Area Inflow Inflow Outflow Outflow ft ft ft ft2 hrs Cfs hrs Cfs OUTFALL BASE 025 14.00 4.999 5.500. 0.0108 0 12.04 35.929 0.00 0.000 POND A BASE_ 025 12.04 17�800� 19.200 0.0050 10368 12.00 37.363 12.04 .35.929 '—� t71A1c • STAGE POST J:\ 02026\ 02026002.00 \DOC \Calcs \DRAINAGE\ April 2008 \ICPR \NORTH BASIN - POND A \POST- PONDA.ICP April 22, 2008 Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc. Page I of I. Im' NO -- - BELLA TERRA -- POST DEVELOPMENT CONDITIONS BASIN A -- POND A 25 YEAR 24 HOUR STORM ANALYSIS LINK REPORT Max Time Max Max Max Time Max Max Time Max Name Group Simulation Flow Flow Delta Q US Stage US Stage DS Stage DS Stage hrs CfS Cfs hrs ft hrs ft DS- OUTFALL BASE 025 12.04 35.929 0.315 12.04 17.800 14.00 4.999 J:\ 02026\ 02026002.00 \DOC \Calcs \DRAINAGE\ April 2008 \ICPR \NORTH BASIN - POND A \POST- PONDA.ICP April 22, 2008 Interconnected Channel and Pond Routing Model (ICPR) 02002 Streamline Technologies, Inc. Page 1 of l BELLA TERRA -- POST DEVELOPMENT CONDITIONS BASIN A -- POND A 25 YEAR 24 HOUR STORM ANALYSIS BASIN SUMMARY Basin Name: BASIN A Group Name: BASE Simulation: 025 Node Name: POND A Basin Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Fator: 256.0 Spec Time Inc (min): 1.33 Comp Time Inc (min): 1.33 Rainfall File: Flmod Rainfall Amount (in): 9.000 Storm Duration (hrs): 24.00 Status: Onsite Time of Conc (min): 10.00 Time Shift (hrs): 0.00 Area (ac): 7.260 Vol of Unit Hyd (in): 1.000 Curve Number: 93.110 DCIA ( %): 0.000 Time Max (hrs): 12.04 Flow Max (cfs): 38.353 Runoff Volume (in): 8.166 Runoff Volume (ft3): 215214.377 J: \02026\ 02026002.00 \DOC \Calcs \DRAINAGE\ April 2008 \ICPR \NORTH BASIN - POND A \POST- PONDA.ICP April 22, 2008 Interconnected Channel and Pond Routing Model (ICPR) 02002 Streamline Technologies, Inc. Pagel of 1 z BELLA TERRA -- POST DEVELOPMENT CONDITIONS BASIN A -- POND A 25 YEAR 24 HOUR STORM ANALYSIS INPUT REPORTS Name: BASIN A Group: BASE Unit Hydrograph: Flmod Rainfall File: Flmod Rainfall Amount(in): 9.000 Area(ac): 7.260 Curve Number: 93.11 DCIA(%): 0.00 BASIN 'A' = 7.26 ACRES (POND A) Node: POND A Status: Onsite Type: SCS Unit Hydrograph Peaking Factor: 256.0 Storm Duration(hrs): 24.00 Time of Conc(min): 10.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 999999.000 J:\ 02026\ 02026002.00 \DOC \Calcs \DRAINAGE\ April 2008 \ICPR \NORTH BASIN - POND A \POST- PONDA.ICP April 22, 2008 Interconnected Channel and Pond Routing Model (ICPR) 02002 Streamline Technologies, Inc. Page 1 of 1 BELLA TERRA -- POST DEVELOPMENT CONDITIONS BASIN A -- POND A 25 YEAR 24 HOUR STORM ANALYSIS INPUT REPORTS Name: OUTFALL Base Flow(cfS): 0.000 Group: BASE Discharge from Pond "A" will be into existing ditch system upstream of Cross Blvd. Ultimate discharge into Tampa Bay. Time(hrs) Stage(ft) 0.00 2.200 10.00 2.400 14.00 5.000 16.00 4.000 24.00 2.400 100.00 2.200 -------------------------------------------------------- Name: POND A Base Flow(cfs): 0.000 Group: BASE PROPOSED POND A -- BASIN A Stage(ft) Area(ac) --------- - - - - -- --------------- 15.000 0.1000 16.000 0.1400 16.500 0.1700 17.000 0.1900 17.100 0.2000 17.500 0.2200 18.000 0.2500 19.200 0.3100 J:\ 02026\ 02026002.00 \DOC \Calcs \DRAINAGE\ April 2008 \ICPR \NORTH BASIN - POND A \POST- PONDA.ICP April 22, 2008 Init Stage(ft): 2.200 Warn Stage(ft): 5.500 ---------------------------- Init Stage(ft): 15.000 Warn Stage(ft): 19.200 Interconnected Channel and Pond Routing Model (ICPR) 02002 Streamline Technologies, Inc. Page 1 of 1 BELLA TERRA -- POST DEVELOPMENT CONDITIONS BASIN A -- POND A �I 25 YEAR 24 HOUR STORM ANALYSIS INPUT REPORTS Name: DS- OUTFALL From Node: POND A Group: BASE To Node: OUTFALL UPSTREAM DOWNSTREAM Geometry: Circular Circular Span(in): 24.00 24.00 Rise(in): 24.00 24.00 Invert(ft): 10.500 9.000 Manning's.N: 0.012000 0.012000 Top Clip(in): 0.000 0.000 Bot Clip(in): 0.000 0.000 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular CMP: Mitered to slope OUTFALL STRUCTURE (A -1) -- FDOT INLET TYPE 'H' (FDOT INDEX NO. 232) * ** Weir 1 of 1 for Drop Structure DS- OUTFALL * ** Length(ft): 67.00 Count: 1 Friction Equation: Average Conveyance Solution Algorithm: Automatic Flow: Both Entrance Loss Coef: 0.200 Exit Loss Coef: 1.000 Outlet Ctrl-Spec: Use do or tw Inlet Ctrl Spec: Use do TABLE Count: 1 Bottom Clip(in): 0.000 Type: Horizontal Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 79.00 Invert(ft): 17.100 Rise(in): 36.00 Control Elev(ft): 17.100 J:\ 02026\ 02026002.00 \DOC \Calcs \DRAINAGE\ April 2008 \ICPR \NORTH BASIN - POND A \POST- PONDA.ICP i I . April 22, 2008 Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc. Page I of 1 t BELLA TERRA -- POST DEVELOPMENT CONDITIONS BASIN A -- POND A 25 YEAR 24 HOUR STORM ANALYSIS INPUT REPORTS Name: 025 Filename: J:\ 02026\ 02026002.00 \DOC \Calcs \DRAINAGE \April 2008 \ICPR \NORTH BASIN - POND A \POST \025.832 Override Defaults: No Time(hrs) Print Inc(min) --------- - - - - -- --------------- 50.000 15.00 J:\ 02026\ 02026002.00 \DOC \Calcs \DRAINAGE\ April 2008 \ICPR \NORTH BASIN - POND A \POST- PONDA.ICP April 22, 2008 Interconnected Channel and Pond Routing Model (ICPR) 02002 Streamline Technologies, Inc. Page 1 of I i� 1 f i BELLA TERRA -- POST DEVELOPMENT CONDITIONS BASIN A -- POND A 25 YEAR 24 HOUR STORM ANALYSIS INPUT REPORTS Name: 025 Hydrology Sim: 025 Filename: J:\ 02026\ 02026002.00 \DOC \Calcs \DRAINAGE \Apri1 2008 \ICPR \NORTH BASIN - POND A \POST \025.I32 Execute: Yes Restart: No Patch: No Alternative: No Max Delta Z(ft): 1.00 Delta Z Factor: 0.00500 Time Step Optimizer: 10.000 Start Time(hrs): 0.000 End Time(hrs): 30.00 Min Calc Time(sec): 0.5000 Max Calc Time(sec): 60.0000 Boundary Stages: Boundary Flows: Time(hrs) Print Inc(min) 50.000 15..000 Group Run BASE Yes J:\ 02026\ 02026002.00 \DOC \Calcs \DRAINAGE\ April 2008 \ICPR \NORTH BASIN - POND A \POST- PONDA.ICP April 22, 2008 Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc. Page 1 of 1 I BELLA TERRA -- POST DEVELOPMENT CONDITIONS BASIN A __ POND A 10 YEAR 24 HOUR STORM ANALYSIS 1 l t Nodes A Stage /Area V Stage /volume T Time /Stage M Manhole Basins O Overland Flow U SCS Unit Hydro S Santa Barbara Links P Pipe W Weir C Channel D Drop Structure B Bridge R Rating Curve H Breach April 11, 2008R \NORTH BASIN -POND A \POST\ A: POND A D:DS- OUTFALL U: BASIN A Interconnected Channel and Pond Routing Model (ICPR) 02002 Streamline Technologies, Inc. i T: OUTFACE Mon s s wo do qw, m BELLA TERRA -- POST DEVELOPMENT CONDITIONS BASIN A -- POND A 10 YEAR 24 HOUR STORM ANALYSIS NODE REPORT Max Time Max Warning Max Delta Max Surf Max Time Max Max Time Max Name Group Simulation Stage Stage Stage Stage Area Inflow Inflow Outflow Outflow hrs ft ft ft ft2 hrs cfs hrs cfs OUTP•ALL BASE 025 14.01 4.996 5.500 0.0108 0 12.04 29.601 0.00 0.000 POND A BASE 025 12.04 17.735 19.200 0.0050 10146 12.00 30.835 12.04 29.601 J:\ 02026\ 02026002.00 \DOC \Calcs \DRAINAGE\ April 2008 \ICPR \NORTH BASIN -POND A \POST\ POST- PONDA.ICP April 11, 2008 Interconnected. Channel and Pond Routing Model (ICPR) 02002 Streamline Technologies, Inc. . Page 1 of 1 BASIN 'B'/ POND `B' — POST Development ♦ Post - Development ICPR Storm Routing Analysis 1 BELLA TERRA— POST DEVELOPMENT CONDITIONS BASIN B -- POND B 25 YEAR 24 HOUR STORM ANALYSIS NODE MAP 1 i 1 A 1 April 22, 2008R \POND B \POST- PONDB.ICPGE\ A: POND 8 R.� U: BASIN B Y 1 ........ . ........ ...................... ._ .................. . ! D:DS- OUTFALL I - -- —... — ._.._..------ -. - - -- 1 T: OUTFACE a -D Interconnected Channel and Pond Routing Model (ICPR) 02002 Streamline Technologies, Inc. Nodes A Stage /Area. V Stage /Volume _ T Time /Stage M Manhole Basins O Overland Flow U SCS Unit Hydro S Santa Barbara Links P Pipe W Weir C Channel D Drop Structure B Bridge R Rating Curve H Breach 1 i 1 A 1 April 22, 2008R \POND B \POST- PONDB.ICPGE\ A: POND 8 R.� U: BASIN B Y 1 ........ . ........ ...................... ._ .................. . ! D:DS- OUTFALL I - -- —... — ._.._..------ -. - - -- 1 T: OUTFACE a -D Interconnected Channel and Pond Routing Model (ICPR) 02002 Streamline Technologies, Inc. M no on iii M :M r M- BELLA TERRA -- POST DEVELOPMENT CONDITIONS BASIN B -- POND B 25 YEAR 24 HOUR .STORM ANALYSIS NODE REPORT Max Time Max Warning Max Delta Max Surf Max Time Max Max Time Max Name Group Simulation Stage Stage Stage Stage Area Inflow Inflow Outflow Outflow hrs ft ft ft ft2 hrs cfs hrs cfs OUTFALL BASE 025 0.00 2.200 5.500 0.0000 POND B BASE 025 12.05 8�436� 9.200 0.0050 inI4y4, STA-Gt J:\ 02026\ 02026002.00 \DOC \Calcs \DRAINAGE\ April 2008 \ICPR \POND B \POST- PONDB.ICP April 22, 2008 0 12.05 6.349 0.00 0.000 4320 12.00 6.615 12.05 6.349 Interconnected Channel and Pond Routing Model (1CPR) 02002 Streamline Technologies, Inc. Page l of 1 BELLA TERRA -- POST DEVELOPMENT_CONDITIONS BASIN B -- POND B 25 YEAR 24 HOUR STORM ANALYSIS LINK REPORT Max Time Max Max Max Time Max Max Time Max - Name Group Simulation. Flow Flow Delta Q US Stage US Stage DS Stage DS Stage hrs cfs cfs hrs ft hrs ft DS- OUTFALL BASE 025 12.05 6.349 0.112 12.05 8.436 0.00 2.200 J:\ 02026\ 02026002.00 \DOC \Calcs \DRAINAGE\ April 2008 \ICPR \POND B \POST- PONDB.ICP April 22, 2008 Interconnected Channel and Pond Routing Model (ICPR) 02002 Streamline Technologies, Inc. Page I of I BELLA TERRA -- POST DEVELOPMENT CONDITIONS BASIN B -- POND B 25 YEAR 24 HOUR STORM ANALYSIS BASIN SUMMARY Basin Name: BASIN B Group Name: BASE Simulation: 025 Node Name: POND B Basin Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Fator: 256.0 Spec Time Inc (min): 1.33 Comp Time Inc (min): 1.33 Rainfall File: Flmod Rainfall Amount (in): 9.000 Storm Duration (hrs): 24.00 Status: Onsite Time of Conc (min): 10.00 Time Shift (hrs): 0.00 Area (ac): 1.330 Vol of Unit Hyd (in): 1.000 Curve Number: 89.440 DCIA ( %).: 0.000 Time Max (hrs): 12.04 Flow Max (cfs): 6.827 Runoff Volume (in): 7.721 Runoff Volume (ft3): 37275.036 J:\ 02026\ 02026002.00 \DOC \Calcs \DRAINAGE\ April 2008 \ICPR \POND B \POST- PONDB.ICP April 22, 2008 Interconnected Channel and Pond Routing Model (ICPR) 02002 Streamline Technologies, Inc. Page 1 of 1 s t i 1 1 1 1 1 BELLA TERRA -- POST DEVELOPMENT CONDITIONS BASIN B -- POND B 25 YEAR 24 HOUR STORM ANALYSIS INPUT REPORTS Name: BASIN B Group: BASE Unit Hydrograph: Flmod Rainfall File: Flmod Rainfall Amount(in): 9.000 Area(ac): 1.330 Curve Number: 89.44 DCIA( %): 0.00 BASIN B = 1.33 ACRES Node: POND B Status: Onsite Type: SCS Unit Hydrograph Peaking Factor: 256.0 Storm Duration(hrs): 24.00 Time of Conc(min): 10.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 999999.000 J:\ 02026\ 02026002.00 \DOC \Calcs \DRAINAGE\ April 2008 \ICPR \POND B \POST- PONDB.ICP April 22, 2008 Interconnected Channel and Pond Routing Model (ICPR) 02002 Streamline Technologies, Inc. Page I of 1 BELLA TERRA -- POST DEVELOPMENT CONDITIONS BASIN B -- POND B 25 YEAR 24 HOUR STORM ANALYSIS INPUT REPORTS Name: OUTFALL Base Flow(cfs): 0.000 Group: BASE OUTFALL TO TAMPA BAY (OFW) Time(hrs) ---- --------------- Stage(ft) ---- - - - - - -- 0.00 2.200 999.00 2.200 ----------------------------------------------------- Name: POND B Base Flow(cfs): 0.000 Group: BASE PROPOSED POND B Stage(ft) --------- - - - - -- --------------- Area(ac) 7.000 0.0600 7.500 0.0700 8.100 0.0900 9.200 0.1200 J:\ 02026\ 02026002.00 \DOC \Calcs \DRAINAGE\ April 2008 \ICPR \POND B \POST- PONDB.ICP April 22, 2008 Init Stage(ft): 2.200 Warn Stage(ft): 5.500 --------------------------- Init Stage(ft): 7.000 Warn Stage(ft): 9.200 Interconnected Channel and Pond Routing Model (ICPR) 02002 Streamline Technologies, Inc. W Page I of 1 BELLA TERRA -- POST DEVELOPMENT CONDITIONS BASIN B -- POND B 25 YEAR 24 HOUR STORM ANALYSIS INPUT REPORTS Name: DS- OUTFALL From Node: POND B Group: BASE To Node: OUTFALL UPSTREAM DOWNSTREAM Geometry: Circular Circular Span(in): 24.00 24.00 Rise(in): 24.00 24.00 Invert(ft): 2.750 1.200 Manning's N: 0.012000 0.012000 Top Clip(in): 0.000 0.000 Bot Clip(in): 0.000 0.000 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall POND B -1 OUTFALL STRUCTURE FDOT MODIFIED TYPE 'C' * ** Weir 1 of 1 for Drop Structure DS- OUTFALL * ** Length(ft): 106.00 Count: 1 Friction Equation: Average Conveyance Solution Algorithm: Automatic Flow: Both Entrance Loss Coef: 0.200 Exit Loss Coef: 1.000 Outlet Ctrl Spec: Use do or tw Inlet Ctrl Spec: Use do Count: 1 Bottom Clip(in): 0.000 Type: Horizontal Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 37.00 Invert(ft): 8.100 Rise(in): 24.00 Control Elev(ft): 8.100 J:\ 02026\ 02026002.00 \DOC \Calcs \DRAINAGE\ April 2008 \ICPR \POND B \POST- PONDB.ICP April 22, 2008 Interconnected Channel and Pond Routing Model (ICPR) 02002 Streamline Technologies, Inc. TABLE Page 1 of I BELLA TERRA -- POST DEVELOPMENT CONDITIONS ' BASIN B -- POND B 25 YEAR 24 HOUR STORM ANALYSIS INPUT REPORTS Name: 025 Filename: J:\ 02026\ 02026002.00 \DOC \Calcs \DRAINAGE \April 2008 \ICPR \POND B \025.R32 Override Defaults: No Time(hrs) Print Inc(min) --------- -- - --- --------------- 50.000 15.00 J:\ 02026\ 02026002.00 \DOC \Calcs \DRAINAGE\ April 2008 \ICPR \POND B \POST- PONDB.ICP April 22, 2008 Interconnected Channel and Pond Routing Model (ICPR} 02002 Streamline Technologies, Inc. Page 1 of 1 1 1 U BELLA TERRA -- POST DEVELOPMENT CONDITIONS BASIN B -- POND B 25 YEAR 24 HOUR STORM ANALYSIS INPUT REPORTS Name: 025 Hydrology Sim: 025 Filename: J:\ 02026\ 02026002.00 \DOC \CalCS \DRAINAGE \April 2008 \ICPR \POND B \025.132 Execute: Yes Restart: No Patch: No Alternative: No Max Delta Z(ft): 1.00 Delta Z Factor: 0.00500 Time Step Optimizer: 10.000 Start Time(hrs): 0.000 End Time(hrs): 30.00 Min Calc Time(sec): 0.5000 Max Calc Time(sec): 60.0000 Boundary Stages: Boundary Flows: Time(hrs) --------- Print Inc(min) - - - 50.000 - -- -------- - - - - -- 15.000 Group Run BASE Yes J:\ 02026\ 02026002.00 \DOC \Calcs \DRAINAGE\ April 2008 \ICPR \POND B \POST- PONDB.ICP April 22, 2008 Interconnected Channel and Pond Routing Model (ICPR) 02002 Streamline Technologies, Inc. Page 1 of I BASIN `C' /PONDS `C -I' and 'C-2'— POST Development • Post - Development ICPR Storm Routing Analysis J I F L 7 1 J BELLA TERRA -- POST DEVELOPMENT CONDITIONS BASIN C -- POND C -1 AND POND C -2 25 YEAR 24 HOUR STORM ANALYSIS NODE MAP 1 C -2 A:POND C -2 D:DS -C2 -C1 U:BASIN C2 .._ ................___.-..... .__.... ......... _ .... _ ........ . April 22, 2008R \POND C \POST- PONDC.ICPGE\ A: POND C -1 U:BAS IN C1 D:DS- OUTFALL =-1 - - ...- ..-- -- .._._.. - -' T: OUTFALL Interconnected Channel and Pond Routing Model (ICPR) 02002 Streamline Technologies, Inc. Nodes' A Stage /Area ' V Stage /Volume T Time /Stage M Manhole ' Basins 0 Overland Flow U SCS Unit Hydro S Santa Barbara ' Links P Pipe W Weir C Channel D Drop Structure ' B Bridge R Rating Curve H Breach 1 C -2 A:POND C -2 D:DS -C2 -C1 U:BASIN C2 .._ ................___.-..... .__.... ......... _ .... _ ........ . April 22, 2008R \POND C \POST- PONDC.ICPGE\ A: POND C -1 U:BAS IN C1 D:DS- OUTFALL =-1 - - ...- ..-- -- .._._.. - -' T: OUTFALL Interconnected Channel and Pond Routing Model (ICPR) 02002 Streamline Technologies, Inc. BELLA TERRA -- POST DEVELOPMENT CONDITIONS Stage BASIN C -- POND C -1 AND POND C -2 ft ft 25 YEAR 24 HOUR STORM ANALYSIS ft2 hrs NODE REPORT 3.000 0.0000 0 12.11 16.514 17.000 Max Time Name Group Simulation Stage 0.0050 19656 12.00 hrs OUTFALL BASE 025 0.00 POND C -1 BASE 025 12.11 POND C -2 BASE 025 12.13 J:\ 02026\ 02026002.00 \DOC \Calcs \DRAINAGE\ April 2008 \ICPR \POND C \POST- PONDC.ICP April 22, 2008 Max Warning Max Delta Max Surf Max Time Stage Stage Stage Area Inflow ft ft ft ft2 hrs 2.200 3.000 0.0000 0 12.11 16.514 17.000 0.0050 6970 12.08 23.854 24.500 0.0050 19656 12.00 E;M 14)c. s T-A Cie Max Max Time Max Inflow Outflow Outflow cfS hrs Cfs 22.624 0.00 0.000 22.749 12.11 22.624 16.103 12.13 14.022 Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc. Page 1 of 1 BELLA TERRA -- POST DEVELOPMENT CONDITIONS BASIN C -- POND C -1 AND POND C -2 25 YEAR 24 HOUR STORM ANALYSIS LINK REPORT Max Time Max Max Max Time Max Max Time Max Name Group Simulation Flow Flow Delta Q US Stage US Stage DS Stage DS Stage hrs cfs cfs hrs ft hrs ft DS -C2 -Cl BASE 025 12.13 14,022 0.171 12.13 23.854 12.11 16.514 DS- OUTFALL BASE 025 12.11 22.624 0.271 12.11 16.514 0.00 2.200 J:\ 02026\ 02026002.00 \DOC \Calcs \DRAINAGE\ April 2008 \ICPR \POND C \POST- PONDC.ICP April 22, 2008 Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc. Page I of I 1 I BELLA TERRA -- POST DEVELOPMENT CONDITIONS BASIN C -- POND C -1 AND POND C -2 25 YEAR 24 HOUR STORM ANALYSIS BASIN SUMMARY Basin Name: BASIN Cl Group Name: BASE Simulation: 025 Node Name: POND C -1 Basin Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Fator: 256.0 Spec Time Inc (min): 1.33 Comp Time Inc (min): 1.33 Rainfall File: Flmod Rainfall Amount (in): 9.000 Storm Duration (hrs): 24.00 Status: Onsite Time of Conc (min): 10.00 Time Shift (hrs): 0.00 Area (ac): 1.840 Vol of Unit Hyd (in): 1.000 Curve Number: 97.130 DCIA ( %): 60.000 Time Max (hrs): 12.04 Flow Max (cfs): 9.933 Runoff Volume (in): 8.799 Runoff Volume (ft3): 58770.193 Basin Name: Group Name: Simulation: Node Name: Basin Type: Unit Hydrograph: Peaking Fator: Spec Time Inc (min): Comp Time Inc (min): Rainfall File: Rainfall Amount (in): Storm Duration (hrs): Status: Time of Conc (min): Time Shift (hrs): Area (ac): Vol of Unit Hyd (in): Curve Number: DCIA ( %): Time Max (hrs): Flow Max (cfs): Runoff Volume (in): Runoff Volume (ft3): BASIN C2 BASE 025 POND C -2 SCS Unit Hydrograph Uh256 256.0 1.33 1.33 Flmod 9.000 24.00 Onsite 10.00 0.00 3.060 1.000 96.670 60.000 12.04 16.510 8.777 97491.102 J:\ 02026\ 02026002.00 \DOC \Calcs \DRAINAGE\ April 2008 \ICPR \POND C \POST- PONDC.ICP April 22, 2008 Interconnected Channel and Pond Routing Model (ICPR) 02002 Streamline Technologies, Inc. Page I of I 1 1 1 1 1 1 1 i 1 1 BELLA TERRA -- POST DEVELOPMENT CONDITIONS BASIN C -- POND C -1 AND POND C -2 25 YEAR 24 HOUR STORM ANALYSIS INPUT REPORTS Name: BASIN Cl Group: BASE Unit Hydrograph: Flmod Rainfall File: Flmod Rainfall Amount(in): 9.000 Area(ac): 1.840 Curve Number: 97.13 DCIA(%): 60.00 ------------------------------ Name: BASIN C2 Group: BASE Unit Hydrograph: Flmod Rainfall File: Flmod Rainfall Amount(in): 9.000 Area(ac): 3.060 Curve Number: 96.67 DCIA( %): 60.00 Node: POND C -1 Status: Onsite Type: SCS Unit Hydrograph Peaking Factor: 256.0 Storm Duration(hrs): 24.00 Time of Conc(min): 10.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 999999.000 -------------------------------------------------- Node: POND C -2 Status: Onsite Type: SCS Unit Hydrograph Peaking Factor: 256.0 Storm Duration(hrs): 24.00 Time of Conc(min): 10.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 999999.000 J:\ 02026\ 02026002.00 \DOC \Calcs \DRAINAGE\ April 2008 \ICPR \POND C \POST- PONDC.ICP April 22, 2008 Interconnected Channel and Pond Routing Model (ICPR) 02002 Streamline Technologies, Inc. Page I of I 1 r BELLA TERRA -- POST DEVELOPMENT CONDITIONS BASIN C -- POND C -1 AND POND C -2 25 YEAR 24 HOUR STORM ANALYSIS INPUT REPORTS Name: OUTFALL Base Flow(Cfs): 0.000 Init Stage(ft): 2.200 Group: BASE Warn Stage(ft): 3.000 --------------- Time(hrs) Stage(ft) - - - - -- 0.00 2.200 100.00 2.200 ------------------------------------- - - - - -- Name: POND C -1 Base Flow(cfs)• 0.000 Init Stage(ft): 15.000 Group: BASE Warn Stage(ft): 17.000 Stage(ft) --------- - - - - -- -- - -- 15.000 16.000 16.500 16.700 17.000 Name: POND C -2 Group: BASE POND C -2 (BASIN C) Stage(ft) 20.500 21.500 23.400 23.500 24.500 Area (ac) 0.1000 0.1400 0.1600 0.1600 0.1800 Base Flow(cfs):, 0.000 Area (a,c) 0.0115 0.0218 0.4200 0.4300 0.4900 Init Stage(ft): 20.500 Warn Stage(ft): 24.500 J:\ 02026\ 02026002.00 \DOC \Calcs \DRAINAGE\ April 2008 \ICPR \POND C \POST- PONDC.ICP April 22, 2008 Interconnected Channel and Pond Routing Model (ICPR) 02002 Streamline Technologies, Inc. Page 1 of I D BELLA TERRA -- POST DEVELOPMENT CONDITIONS BASIN C -- POND C -1 AND POND C -2 25 YEAR 24 HOUR STORM ANALYSIS INPUT REPORTS Length(ft): 83.00 Count: 1 Friction Equation: Average Conveyance Solution Algorithm: Automatic Flow: Both Entrance Loss Coef: 0.200 Exit Loss Coef: 0.000 Outlet Ctrl Spec: Use do or tw Inlet Ctrl Spec: Use do Count: Name: DS -C2 -C1 From Node: POND C -2 Type: Group: BASE To Node: POND C -1 � Geometry: UPSTREAM Circular DOWNSTREAM Circular Geometry: Span(in): 24.00 24.00 Span(in): Rise(in): 24.00 24.00 Rise(in): Invert(ft): 17.700 15.000 Manning's N: 0.012000 0.012000 Top Clip(in): 0.000 0.000 Bot Clip(in): 0.000 0.000 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular CMP: Mitered to slope POND C -2 -- DROP STRUCTURE C -2 (FDOT MODIFIED TYPE 'D') PIPE CONNECTION FROM POND C -2 TO POND C -1 * ** Weir 1 of 1 for Drop Structure DS -C2 -C1 * ** Length(ft): 83.00 Count: 1 Friction Equation: Average Conveyance Solution Algorithm: Automatic Flow: Both Entrance Loss Coef: 0.200 Exit Loss Coef: 0.000 Outlet Ctrl Spec: Use do or tw Inlet Ctrl Spec: Use do Count: 1 Bottom Clip(in): 0.000 Type: Horizontal Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 49.00 Invert(ft): 23.400 Rise(in): 37.00 Control Elev(ft): 23.400 -------------------------------------------------------- Name: DS- OUTFALL From Node: POND C -1 Group: BASE To Node: OUTFALL UPSTREAM DOWNSTREAM Geometry: Circular Circular Span(in): 36.00 36.00 Rise(in): 36.00 36.00 Invert(ft): 11.000 5.000 Manning's N: 0.012000 0.012000 Top Clip(in): 0.000 0.000 Bot Clip(in): 0.000 0.000 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall POND C -1 -- DROP STRUCTURE C -IA (FDOT MODIFIED TYPE 'H') PIPE CONNECTION FROM POND C -1 DISCHARGE TO TAMPA BAY (OFW) * ** Weir 1 of 1 for Drop Structure DS- OUTFALL * ** TABLE -------------------------------------- Length(ft): 275.00 Count: 1 Friction Equation: Average Conveyance Solution Algorithm: Automatic Flow: Both Entrance Loss Coef: 0.200 Exit Loss Coef: 1.000 Outlet Ctrl Spec: Use do or tw Inlet Ctrl Spec: Use do Count: 1 Bottom Clip(in): 0.000 Type: Horizontal Top.Clip(in): 0.000 ' Flow: Both Weir Disc Coef: 3.200 } Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 79.00 Invert(ft): 16.000 Rise(in): 36.00 Control Elev(ft): 16.000 1 J:\ 02026\ 02026002.00 \DOC \Calcs \DRAINAGE\ April 2008 \ICPR \POND C \POST- PONDC.ICP April 22, 2008 Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc. TABLE Page 1 of 1 BELLA TERRA -- POST DEVELOPMENT CONDITIONS BASIN C -- POND C -1 AND POND C -2 25 YEAR 24 HOUR STORM ANALYSIS INPUT REPORTS Name: 025 Filename: J:\ 02026\ 02026002.00 \DOC \Calcs \DRAINAGE \April 2008 \ICPR \POND C \025.R32 Override Defaults: No Time(hrs) Print Inc(min) --------- - - - - -- --------------- 50.000 15.00 J:\ 02026\ 02026002.00 \DOC \Calcs \DRAINAGE\ April 2008 \ICPR \POND C \POST- PONDC.ICP April 22, 2008 Interconnected Channel and Pond Routing Model (ICPR) 02002 Streamline Technologies, Inc. Page 1 of 1 Ili BELLA TERRA -- POST DEVELOPMENT CONDITIONS BASIN C -- POND C -1 AND POND C -2 25 YEAR 24 HOUR STORM ANALYSIS INPUT REPORTS Name: 025 Hydrology Sim: 025 Filename: J:\ 02026\ 02026002.00 \DOC \Calcs \DRAINAGE \Apri1 2008 \ICPR \POND C \025.I32 Execute: Yes Restart: No Patch: No Alternative: No Max Delta Z(ft): 1.00 Delta Z Factor: 0.00500 Time Step Optimizer: 10.000 Start Time(hrs): 0.000 End Time(hrs): 30.00 Min Calc Time(sec): 0.5000 Max Calc Time(sec): 60.0000 Boundary Stages: Boundary Flows: Time(hrs) Print Inc(min) --------- - - - 50.000 - -- --------------- 15.000 Group --------- Run - - ---- BASE - - - -- Yes J:\ 02026\ 02026002.00 \DOC \Calcs \DRAINAGE\ 1� April 2008 \ICPR \POND.0 \POST- PONDC.ICP April 22, 2008 Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc. I. Page I of I BASIN `D' -/ POND `D' —POST Development • Post - Development ICPR Storm Routing Analysis I BELLA TERRA -- POST DEVELOPMENT CONDITIONS BASIN D -- POND D 25 YEAR 24 HOUR STORM ANALYSIS NODE REPORT t April 22, 2008R \POND D \POST- PONDD.ICPGE\ Nodes A Stage /Area V Stage /Volume T Time /Stage M Manhole 1 Basins O Overland Flow Y1 r U SCS Unit Hydro S Santa Barbara Links P Pipe W Weir C Channel D Drop Structure B Bridge R Rating Curve H Breach t April 22, 2008R \POND D \POST- PONDD.ICPGE\ Interconnected Channel and Pond Routing Model (ICPR) 02002 Streamline Technologies, Inc. A: POND D U: BASIN D y ...... . ............................ . 1... ..._................. ._....._.. D: DS -D -1 jam\ ) r' k� ..._.........__.._ ....... _, T: OUTFALL Y1 r Interconnected Channel and Pond Routing Model (ICPR) 02002 Streamline Technologies, Inc. BELLA TERRA -- POST DEVELOPMENT CONDITIONS BASIN D -- POND D 25 YEAR 24 HOUR STORM ANALYSIS NODE RESULTS Max Time Name Group Simulation Stage hrs OUTFALL BASE 025 0.00 POND D BASE 025 12.02 Max Warning Max Delta Max Surf Max Time Stage Stage Stage Area Inflow ft ft ft ft2 hrs 2.200 5.000 - 0.8000 0 12.02 9.206 10.000 0.0050 2793 12.00 E - M No om On Max Max Time Max Inflow Outflow Outflow Cfs hrs Cfs 4.282 0.00 0.000 4.356 12.02 4.282 J:\ 02026\ 02026002.00 \DOC \Calcs \DRAINAGE\ April 2008 \ICPR \POND D \POST- PONDD.ICP April 22, 2008 Interconnected Channel and Pond Routing Model (ICPR) 02002 Streamline Technologies, Inc. Pagel of l BELLA TERRA -- POST DEVELOPMENT CONDITIONS BASIN D -- POND D 25 YEAR 24 HOUR STORM ANALYSIS LINK RESULTS Max Time Max Max Max Time Max Max Time Max Name Group Simulation Flow Flow Delta Q US Stage US Stage DS Stage DS Stage hrs CfS Cfs hrs ft hrs ft DS -D -1 BASE 025 12.02 9.282 0.112 12.02 9.206 0.00 2.200 J:\ 02026\ 02026002.00 \DOC \Calcs \DRAINAGE\ April 2008 \ICPR \POND D \POST- PONDD.ICP April 22, 2008 Interconnected Channel and Pond Routing Model (ICPR) 02002 Streamline Technologies, Inc. Page 1 of 1 BELLA TERRA -- POST DEVELOPMENT CONDITIONS BASIN D -- POND D 25 YEAR 24 HOUR STORM ANALYSIS BASIN SUMMARY Basin Name: BASIN D Group Name: BASE Simulation: 025 Node Name: POND D Basin Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Fator: 256.0 Spec Time Inc (min): 1.33 Comp Time Inc (min): 1.33 Rainfall File: Flmod Rainfall Amount (in): 9.000 Storm Duration (hrs): 24.00 Status: Onsite Time of Conc (min): 10.00 Time Shift (hrs): 0.00 Area (ac): 0.840 Vol.of Unit Hyd (in): 1.000 Curve Number: 92.630 DCIA M: 60.000 Time Max (hrs): 12.04 Flow Max (cfs): 4.495 Runoff Volume (in): 8.581 Runoff Volume (ft3): 26166.645 J:\ 02026\ 02026002.00 \DOC \Calcs \DRAINAGE\ April 2008 \ICPR \POND D \POST- PONDD.ICP April 22, 2008 Interconnected. Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc. Page] of 1 BELLA TERRA --.POST DEVELOPMENT CONDITIONS BASIN D -- POND D 25 YEAR 24 HOUR STORM ANALYSIS INPUT REPORTS Name: BASIN D Group: BASE Unit Hydrograph: Flmod Rainfall File: Flmod Rainfall Amount(in): 9.000 Area(ac): 0.840 Curve Number: 92.63 DCIA( %): 60.00 Node: POND D Status: Onsite Type: SCS Unit Hydrograph Peaking Factor: 256.0 Storm Duration(hrs): 24.00 Time of Conc(min): 10.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 999999.000 J:\ 02026 \02026002.00 \DOC \Calcs \DRAINAGE\ April 2008 \ICPR \POND D \POST- PONDD.ICP April 22, 2008 Interconnected Channel and Pond Routing Model (ICPR) 02002 Streamline Technologies, Inc. Page I of I 1 1 1 1 1 1 1 t 1 1 1 1 BELLA TERRA -- POST DEVELOPMENT CONDITIONS BASIN D -- POND D 25 YEAR 24 HOUR STORM ANALYSIS INPUT REPORTS Name: OUTFALL Base Flow(cfs): 0.000 Init Stage(ft): 3.000 Group: BASE Warn Stage(ft): 5.000 --------------- Time(hrs) Stage(ft) - - - - -- 0.00 2.200 100.00 2.200 ----------------------- --------- - - - - -- - Name: POND D Base Flow(cfs)• 0.000 Init Stage(ft): 8.000 Group: BASE Warn Stage(ft): 10.000 POND 'D' (BASIN 'D') = 0.84 AC Stage(ft) Area(ac) --------- - - - - -- --------------- 8.000 0.0400 8.500 0.0500 9.000 0.0600 10.000 0.0800 J:\ 02026\ 02026002.00 \DOC \Calcs \DRAINAGE\ April 2008 \ICPR \POND D \POST- PONDD.ICP April 22, 2008 Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc. Page I of 1 BELLA TERRA -- POST DEVELOPMENT CONDITIONS BASIN D -- POND D 25 YEAR 24 HOUR STORM ANALYSIS INPUT REPORTS Name: DS -D -1 From Node: POND D Group: BASE To Node: OUTFALL UPSTREAM DOWNSTREAM Geometry: Circular Circular Span(in): 24.00 24.00 Rise(in): 24.00 24.00 Invert(ft): 5.000 4.880 Manning's N: 0.012000 0.012000 Top Clip(in): 0.000 0.000 Bot Clip(in): 0.000 0.000 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall POND D CONTROL STRUCTURE D -1 (FDOT MODIFIED TYPE 'D') DISCHARGE TO TAMPA BAY (OFW) * ** Weir 1 of 1 for Drop Structure DS -D -1 * ** Length(ft): 60.00 Count: 1 Friction Equation: Average Conveyance Solution Algorithm: Automatic Flow: Both Entrance Loss Coef: 0.200 Exit Loss Coef: 0.000 Outlet Ctrl Spec: Use do or tw Inlet Ctrl Spec: Use do TABLE Count: 1 Bottom Clip(in): 0.000 Type: Horizontal Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 49.00 Invert(ft): 9.000 Rise(in): 37.00 Control Elev(ft): 9.000 J:\ 02026\ 02026002.00 \DOC \Calcs \DRAINAGE\ 1 April 2008 \ICPR \POND D \POST- PONDD.ICP April 22, 2008 Interconnected Channel and Pond Routing Model (ICPR) 02002 Streamline Technologies, Inc. Page 1 of I BELLA TERRA -- POST DEVELOPMENT CONDITIONS BASIN D -- POND D 25 YEAR 24 HOUR STORM ANALYSIS INPUT REPORTS Name: 025 Filename: J:\ 02026\ 02026002.00 \DOC \Calcs \DRAINAGE \April 2008 \ICPR \POND D \025.R32 Override Defaults: No Time(hrs) Print Inc(min) --------- - - - - -- --------------- 50.000 15.00 J:\ 02026\ 02026002.00 \DOC \Calcs \DRAINAGE\ ^' April 2008 \ICPR \POND D \POST- PONDD.ICP April 22, 2008 Interconnected Channel and Pond Routing Model (ICPR) 02002 Streamline Technologies, Inc. Page I of I BELLA TERRA -- POST DEVELOPMENT CONDITIONS BASIN D -- POND D 25 YEAR 24 HOUR STORM ANALYSIS INPUT REPORTS Name: 025 Hydrology Sim: 025 Filename: J:\ 02026\ 02026002.00 \DOC \Calcs \DRAINAGE \April 2008 \ICPR \POND D \025.I32 Execute: Yes Restart: No Patch: No Alternative: No Max Delta Z(ft): 1.00 Delta Z Factor: 0.00500 Time Step Optimizer: 10.000 Start Time(hrs): 0.000 End Time(hrs): 30.00 Min Calc Time(sec): 0.5000 Max Calc Time(sec): 60.0000 Boundary Stages: Boundary Flows: Time(hrs) --------- - - - Print Inc(min) - -- --------------- 50.000 15.000 Group Run BASE Yes 0 J:\ 02026 \02026002.00 \DOC \Calcs \DRAINAGE\ April 2008 \ICPR \POND D \POST- PONDD.ICP April 22, 2008 Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc. Pagel of] BASIN `E' / POND 'E'— POST Development • Post - Development ICPR Storm Routing Analysis "I BELLA TERRA -- POST DEVELOPMENT CONDITIONS BASIN E -- POND E 25 YEAR 24 HOUR STORM ANALYSIS NODE MAP Nodes A Stage /Area V Stage /Volume T Time /Stage M Manhole Basins O Overland Flow U SCS Unit Hydro S Santa Barbara Links P Pipe W Weir C Channel D Drop Structure B Bridge R Rating Curve H Breach April 22, 2008R \POND E \POST- PONDE.ICPGE\ ...._......_.... __._.....__ ._......_..........._.._....... F UTFALL Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc. A: POND E U:BASIN E .......................... .......... ............................... i D:DS -E I. —� ...._......_.... __._.....__ ._......_..........._.._....... F UTFALL Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc. A BELLA TERRA -- POST DEVELOPMENT CONDITIONS BASIN E -- POND E 25 YEAR 24 HOUR STORM ANALYSIS NODE REPORT k M T' M W M D It M S f M T' M— x Time Max Name OUTFALL POND E ax ime Group Simulation Stage hrs BASE 025 0.00 BASE 025 12.05 J:\ 02026\ 02026002.00 \DOC \Calcs \DRAINAGE\ April 2008 \ICPR \POND E \POST- PONDE.ICP April 22, 2008 ax arning ax e a ax ur ax ime Stage Stage Stage Area Inflow ft ft ft ft2 hrs 2.200 5.000 - 0.8000 0 12.05 7.474 8.000 0.0049 7359 12.00 a'x - 'TA- Cry x Inflow a Outflow Outflow cfs hrs cfs 10.477 0'.00 0.000 11.008 12.05 10.477 Interconnected Channel and Pond Routing Model (ICPR) 02002 Streamline Technologies, Inc. Page 1 of 1 BELLA TERRA -- POST DEVELOPMENT CONDITIONS BASIN E -- POND E 25 YEAR 24 HOUR STORM ANALYSIS LINK REPORT Max Time Max Max Max Time Max Max Time Max Name Group Simulation Flow Flow Delta Q US Stage US Stage DS ,Stage DS Stage hrs Cfs Cfs hrs ft hrs ft DS -E BASE 025 12.05 10.477 0.185 12.05 7.474 0.00 2.200 J:\ 02026\ 02026002.00 \DOC \Calcs \DRAINAGE\ April 2008 \ICPR \POND E \POST- PONDE.ICP April 22, 2008 Interconnected Channel and Pond Routing Model (ICPR) 02002 Streamline Technologies, Inc. Page I of I r 1 BELLA TERRA -- POST DEVELOPMENT CONDITIONS BASIN E -- POND E 25 YEAR 24 HOUR STORM ANALYSIS BASIN SUMMARY Basin Name: BASIN E Group Name: BASE Simulation: 025 Node Name: POND E Basin Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Fator: 256.0 Spec Time Inc (min): 1.33 Comp Time Inc (min): 1.33 Rainfall File: Flmod Rainfall Amount (in): 9.000 Storm Duration (hrs): 24.00 Status: Onsite Time of Conc (min): 10.00 Time Shift (hrs): 0.00 Area (ac): 2.160 Vol of Unit Hyd (in): 1.000 Curve Number: 90.340 DCIA ($): 30.000 Time Max (hrs): 12.04 Flow Max (cfs): 11.327 Runoff Volume (in): 8.150 Runoff Volume (ft3): 63904.525 J:\ 02026\ 02026002.00 \DOC \Calcs \DRAINAGE\ April 2008 \ICPR \POND E \POST- PONDE.ICP April 22, 2008 Interconnected Channel and Pond Routing Model (ICPR) 02002 Streamline Technologies, Inc. Page 1 of 1 r 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 BELLA TERRA -- POST DEVELOPMENT CONDITIONS BASIN E -- POND E 25 YEAR 24 HOUR STORM ANALYSIS INPUT REPORTS Name: BASIN E Group: BASE Unit Hydrograph: Flmod Rainfall File: Flmod Rainfall Amount(in): 9.000 Area(ac): 2.160 Curve Number: 90.34 DCIA( %): 30.00 J:\ 02026\ 02026002.00 \DOC \Calcs \DRAINAGE\ April 2008 \ICPR \POND E \POST- PONDE.ICP April 22, 2008 Node: POND E Status: Onsite Type: SCS Unit Hydrograph Peaking Factor: 256.0 Storm Duration(hrs): 24.00 Time of Conc(min): 10.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 999999.000 Interconnected Channel and Pond Routing Model (ICPR) 02002 Streamline Technologies, Inc. Page I of I 1 1 1 1 1 1 1 1 1 1 BELLA TERRA -- POST DEVELOPMENT CONDITIONS BASIN E -- POND E 25 YEAR 24 HOUR STORM ANALYSIS INPUT REPORTS Name: OUTFALL Group: BASE DISCHARGE TO TAMPA BAY (OFW) Time(hrs) Stage(ft) --------- - - - - -- --------------- 0.00 2.200 100.00 2.200 Name: POND E Group: BASE Stage(ft) Area(ac) 6.000 0.1000 7.000 0.1500 7.500 0.1700 8.000 0.2000 Base Flow(Cfs): 0.000 ------------------------ Base Flow(cfs): 0.000 Init Stage(ft): 3.000 Warn Stage(ft): 5.000 ----------------------- Init Stage(ft): 6.000 Warn Stage(ft): 8.000 J:\ 02026\ 02026002.00 \DOC \Calcs \DRAINAGE\ April 2008 \ICPR \POND E \POST- PONDE.ICP April 22, 2008 Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc. Page I of 1 1 1 1 1 1 1 1 1 1 1 1 1 f 1 1 1 1 1 1 BELLA TERRA -- POST DEVELOPMENT CONDITIONS BASIN E -- POND E 25 YEAR 24 HOUR STORM ANALYSIS INPUT REPORTS Name: DS -E From Node: POND E Group: BASE To Node: OUTFALL UPSTREAM DOWNSTREAM Geometry: Circular Circular Span(in): 24.00 24.00 Rise(in): 24.00 24.00 Invert(ft): 3.000 2.940 Manning's N: 0.012000 0.012000 Top Clip(in): 0.000 0.000 Bot Clip(in): 0.000 0.000 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete.: Square edge w/ headwall * ** Weir 1 of 1 for Drop Structure DS -E * ** Count: 1 Type: Horizontal Flow: Both Geometry: Rectangular Span(in): 49.00 Rise(in): 37.00 Length(ft): 30.00 Count: 1 Friction Equation: Average Conveyance Solution Algorithm: Automatic Flow: Both Entrance Loss Coef: 0.200 Exit Loss Coef: 0.000 Outlet Ctrl Spec: Use do or tw Inlet Ctrl Spec: Use do Bottom Clip(in): 0.000 Top Clip(in): 0.000 Weir Disc Coef: 3.200 Orifice Disc Coef: 0.600 Invert(ft): 7.100 Control Elev(ft): 7.100 TABLE J:\ 02026\ 02026002.00 \DOC \Calcs \DRAINAGE\ April 2008 \ICPR \POND E \POST- PONDE.ICP April 22, 2008 — Interconnected Channel and Pond Routing Model (ICPR) 02002 Streamline Technologies, Inc. Pagel of 1 ul BELLA TERRA -- POST DEVELOPMENT CONDITIONS BASIN E -- POND E 25 YEAR 24 HOUR STORM ANALYSIS INPUT REPORTS ' Name: 025 Filename: J:\ 02026\ 02026002.00 \DOC \Calcs \DRAINAGE \March 2008 \ICPR \POND E \025.R32 Override Defaults: No Time(hrs) - - - -- ---- - - - - -- Print Inc(min) --------- - - - - -- 50.000 15.00 J:\ 02026\ 02026002.00 \DOC \Calcs \DRAINAGE\ April 2008 \ICPR \POND E \POST- PONDE.ICP April 22, 2008 Interconnected Channel and Pond Routing Model (ICPR) 02002 Streamline Technologies, Inc. Page 1 of 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 BELLA TERRA -- POST DEVELOPMENT CONDITIONS BASIN E -- POND E 25 YEAR 24 HOUR STORM ANALYSIS INPUT REPORTS Name: 025 Hydrology Sim: 025 Filename: J:\ 02026\ 02026002.00 \DOC \Calcs \DRAINAGE \March 2008 \ICPR \POND E \025.I32 Execute: Yes Restart: No Patch: No Alternative: No Max Delta Z(ft): 1.00 Delta Z Factor: 0.00500 Time Step Optimizer: 10.000 Start Time(hrs): 0.000 End Time(hrs): 30.00 Min Calc Time(sec): 0.5000 Max Calc Time(sec): 60.0000 Boundary Stages: Boundary Flows: Time(hrs) Print Inc(min) 50.000 15.000 Group Run BASE Yes J:\ 02026\ 02026002.00 \DOC \Calcs \DRAINAGE\ April 2008 \ICPR \POND E \POST- PONDE.ICP April 22, 2008 A� Interconnected Channel and Pond Routing Model (ICPR) 02002 Streamline Technologies, Inc. Page I of I 1 F 1 APPENDIX L Storm CAD Calculations Storm Pipe Systems t� 1 P 5� I� V'. Scenario: Base 14 A,s ais 8r a� ^ �sa �n a/ 2z on dR Title: Bella Terra on the Bay Project Engineer: Jorge Hernandez j : \...\ stormtab \bellaterraonthebay04- 14- 08.stm Storm CAD v5.6 [05.06.012.00] 04/21108 01:34:26 FA/Bentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1- 203 - 755 -1666 Page 1 of 1 Scenario: Base Pipe Report Label Upstream Node Downstrearr Node Upstream Inlet Area (acres) Upstream Inlet Rational Coefficient Upstream Inlet CA (acres) Upstream Calculated System CA (acres) System Intensity (in /hr) Total System Flow (cfs) Length (ft) :;onstructec Slope (ft/ft) Section Size Mannings n Full Capacity (cfs) pstream Invert Elevation (ft) Downstrearr Invert Elevation (ft) Upstream Ground Elevation (ft) P -1 A -13 A -14 0.44 0.80 0.35 0.35 6.72 2.39 228.00 0.015789 18 inch 0.013 13.20 21.60 18.00 26.30 P -2 A -14 A -5 0.32 0.80 0.26 1.41 6.58 9.34 68.00 0.016765 18 inch 0.013 13.60 18.00 16.86 25.00 P -3 A -5 A-4 0.19 0.80 0.15 2.96 6.40 19.11 118.00 0.015763 24 inch 0.013 28.40 16.86 15.00 25.00 P -4 A -15 A -14 1.00 0.80 0.80 0.80 6.72 5.42 137.00 0.025912 18 inch 0.013 16.91 21.55 18.00 25.80 P -8 A -8 A -7 0.67 0.80 0.54 1.23 6.54 8.13 82.00 0.007073 18 inch 0.013 8.83 18.53 17.95 25.10 P -9 A -7 A -6 N/A N/A NIA 1.23 6.49 8.06 88.00 0.007045 18 inch 0.013 8.82 17.95 17.33 26.50 P -10 A -6 A -5 0.22 0.80 0.18 1.41 6.44 9.13 67.00 0.007015 24 inch 0.013 18.95 17.33 16.86 25.20 P -5 A -11 A -10 0.43 0.80 0.34 0.34 6.72 2.33 95.00 0.008842 18 inch 0.013 9.88 20.40 19.56 22.00 P -6 A -10 A -8 0.44 0.80 0.35 0.70 6.65 4.67 150.00 0.006867 18 inch 0.013 8.70 19.56- 18.53 24.50 P -11 A -18 A -17 0.88 0.80 0.70 0.70 6.72 4.77 96.00 0.026042 18 inch 0.013 16.95 20.50 18.00 24.30 P -12 A -17 A -16 0.51 0.80 0.41 1.11 6.68 7.49 75.00 0.040000 24 inch 0.013 45.24 18.00 15.00 24.70 P -15 B -5 B-4 0.62 0.80 0.50 0.50 6.72 3.36 71.00 0.019718 18 inch 0.013 14.75 10.75 9.35 14.00 P -16 B-4 B -3 N/A N/A N/A 0.50 6.69 3.34 61.00 0.020492 18 inch 0.013 15.04 9.35 8.10 14.50 P -17 B -3 B -2 0.14 0.80 0.11 0.61 6.66 4.08 44.00 0.025000 18 inch 0.013 16.61 8.10 7.00 13.40 P -18 C -11 C -10 0.60 0.80 0.48 0.48 6.72 3.25 66.00 0.087121 12 inch 0.010 13.67 19.00 13.25 23.50 P -20 I C -10 1 C -1C 1 0.101 0.801 0.081 0.561 6.711 3.791254.001 0.007874 12 inch. 0.0101 4.111 13.251 11.251 18.00 Title: Bella Terra on the Bay Project Engineer: Jorge Hernandez j: \...\ stormtab \bellaterraonthebay04- 14- 08.stm StormCAD v5.6 [05.06.012.00] 04/21/08 01:40:43 PM 0 Bentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA , +1 -203- 755 -1666 Page 1 of 2 M so Scenario: Base Pipe Report DownstrearTUpstrearr Ground Elevation (ft) Cover (ft) DownstrearT Cover (ft) Hydraulic Grade Line In (ft) Hydraulic Grade Line Out (ft) Description 25.00 3.20 5.50 22.18 19.18 25.00 5.50 6.64 19.18 18.43 19.20 6.14 2.20 18.43 17.60 25.00 2.75 5.50 22.45 19.18 26.50 5.07 7.05 19.66. 19.08 25.20 7.05 6.37 19.08 18.43 25.00 5.87 6.14 18.41 18.43 24.50 0.10 3.44 20.98 20.39 25.10 3.44 5.07 20.39 19.66 24.70 2.30 5.20 21.34 18.97 19.20 4.70 2.20 18.97 17.60 14.50 1.75 165 11.45 9.84 13.40 3.65 3.80 10.05 8.87 9.20 3.80 0.70 8.87 7.52 18.00 3.50 3.75 19.77 16.70 17.001 3.751 4.751 16.701 15.00 Title: Bella Terra on the Bay Project Engineer: Jorge Hernandez j: \...\ stormtab \bellaterraonthebay04- 14- 08.stm StormCAD v5.6 [05.06.012.00] 04/21/08 01:40:43 PM 0 Bentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1 -203- 755 -1666 Page 2 of 2 Scenario: Base DOT Report Label Upstream Inlet Area (acres) -Node- Upstream Downstrearr Upstrearr Inlet CA (acres) Upstream Calculated System CA (acres) - Ground- Upstream Downstreaff (ft) -HGL- Upstream Downstream (ft) Section Discharge Capacity (cfs) - Section Shape Size Length (ft) Average Velocity (ft/s) Description P -1 0.44 A -13 0.35 0.35 26.30 22.18 2.39 Circular 228.00 5.67 A -14 25.00 19.18 13.20 18 inch P -2 0.32 A -14 0.26 1.41 25.00 19.18 9.34 Circular 68.00 8.29 A -5 25.00 18.43 13.60 18 inch P -3 0.19 A -5 0.15 2.96 25.00 18.43 19.11 Circular 118.00 9.70 A-4 19.20 17.60 28.40 24 inch P -4 1.00 A -15 0.80 0.80 25.80 22.45 5.42 Circular 137.00 8.52 A -14 25.00 19.18 16.91 18 inch P -8 0.67 A -8 0.54 1.23 25.10 19.66 8.13 Circular 82.00 5.67 A -7 26.50 19.08 8.83 18 inch P -9 N/A A -7 N/A 1.23 26.50 19.08 8.06 Circular 88.00 5.66 A -6 25.20 18.43 8.82 18 inch P -10 0.22 A -6 0.18 1.41 25.20 18.41 9.13 Circular 67.00 5.98 A -5 25.00 18.43 18.95 24 inch P -5 0.43 A -11 0.34 0.34 22.00 20.98 2.33 Circular 95.00 4.57 A -10 24.50 20.39 9.88 18 inch P -6 0.44 A -10 0.35 0.70 24.50 20.39 4.67 Circular 150.00 5.01 A -8 25.10 19.66 8.70 18 inch P -11 0.88 A -18 0.70 0.70 24.30 21.34 4.77 Circular 96.00 8.24 A -17 24.70 18.97 16.95 18 inch P -12 0.51 A -17 0.41 1.11 24.70 18.97 7.49 Circular 75.00 10.66 A -16 19.20 17.60 45.24 24 inch P -15 0.62 B -5 0.50 0.50 14.00 11.45 3.36 Circular 71.00 6.76 B-4 14.50 9.84 14.75 18 inch P -16 N/A B -4 N/A 0.50 14.50 10.05 3.34 Circular 61.00 6.84 B -3 13.40 8.87 15.04 18 inch P -17 0.14 B -3 0.11 0.61 13.40 8.87 4.08 Circular 44.00 7.77 B -2 9.20 7.52 16.61 18 inch P -18 0.60 C -11 0.48 0.48 23.50 19.77 3.25 Circular 66.00 14.27 C -10 18.00 16.70 13.67 12 inch P -20 0.10 C -10 0.08 0.56 18.00 16.70 3.79 Circular 254.00 4.82 C -1 C I 1 1 17.001 15.001 4.11112 inch Title: Bella Terra on the Bay Project Engineer: Jorge Hernandez j: \...\ stormtab \bellaterraonthebay04- 14- OB.stm StormCAD v5.6 [05.06.012.00] 04121/08 01:38:31 PM © Bentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1- 203 - 755 -1666 Page 1 of 1 Scenario: Base Combined PipelNode Report Label Upstream Node ownstrea Node Length (ft) Inlet Area (acres) pstream Inle Rational Coefficient Upstream Inlet CA (acres) Upstream Calculated System CA (acres) Upstream Inle Rational Flo (cfs) Section Size Full Capacity (cfs) Average Velocity (ft/s) Upstream Invert Elevation (ft) ownstrea I Invert Elevation (ft) onstructe Slope (ft/ft) Description P -1 A -13 A -14 228.00 0.44 0.80 0.35 0.35 2.39 18 inch 13.20 5.67 21.60 18.00 0.015789 P -2 A -14 A -5 68.00 0.32 0.80 0.26 1.41 1.74 18 inch 13.60 8.29 18.00 16.86 0.016765 P -3 A -5 A-4 118.00 0.19 0.80 0.15 2.96 1.00 24 inch 28.40 9.70 16.86 15.00 0.015763 P-4 A -15 A -14 137.00 1.00 0.80 0.80 0.80 5.42 18 inch 16.91 8.52 21.55 18.00 0.025912 P -8 A -8 A -7 82.00 0.67 0.80 0.54 1.23 3.63 18 inch 8.83 5.67 18.53 17.95 0.007073 P -9 A -7 A -6 88.00 N/A N/A N/A 1.23 N/A 18 inch 8.82 5.66 17.95 17.33 0.007045 P -10 A -6 A -5 67.00 0.22 0.80 0.18 1.41 1.19 24 inch 18.95 5.98 17.33 16.86 0.007015 P -5 A -11 A -10 95.00 0.43 0.80 0.34 0.34 2.33 18 inch 9.88 4.57 20.40 19.56 0.008842 P -6 A -10 A -8 150.00 0.44 0.80 0.35 0.70 2.39 18 inch 8.70 5.01 19.56 18.53 0.006867 P -11 A -18 A -17 96.00 0.88 0.80 0.70 0.70 4.77 18 inch 16.95 8.24 20.50 18.00 0.026042 P -12 A -17 A -16 75.00 0.51 0.80 0.41 1.11 2.77 24 inch 45.24 10.66 18.00 15.00 0.040000 P -15 B -5 B-4 71.00 0.62 0.80 0.50 0.50 3.36 18 inch 14.75 6.76 10.75 9.35 0.019718 P -16 B-4 B -3 61.00 N/A N/A N/A 0.50 N/A 18 inch 15.04 6.84 9.35 8.10 0.020492 P -17 B -3 B -2 44.00 0.14 0.80 0.11 0.61 0.76 18 inch 16.61 7.77 8.10 7.00 0.025000 P -18 C -11 C -10 66.00 0.60 0.80 0.48 0.48 3.25 12 inch 13.67 14.27 19.00 13.25 0.087121 P -20 C -10 C -1 C 254.00 0.10 0.80 0.08 0.56 0.54 12 inch 4.11 4.82 13.25 11.25 0.007874 Title: Bella Terra on the Bay Project Engineer: Jorge Hernandez j: \...\ stormtab \bellaterraonthebay04- 14- OB.stm StormCAD v5.6 [05.06.012.00] 04/21/08 01:38:03 PM © Bentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1 -203- 755 -1666 Page 1 of 1 on, Mi 111111110- 11110. M M, M 10111111, NO on so Ow W Scenario: Base Inlet Report Label Calculated Station (ft) Ground Elevation (ft) Set Rim Equal to Ground Elevation 't Rim Elevation (ft) Sump Elevation (ft) Area (acres) Inlet C Inlet CA (acres) Time of once ntratioi (min) External CA (acres) External Time of oncentratio (min) Additional Flow (cfs) Additional Carryovei (cfs) Known Flow (cfs) Inlet Inlet Location Description A -5 1 +18 25.00 true 25.00 16.86 0.19 0.80 0.15 10.00 0.00 0.00 0.00 0.00 0.00 Generic Defat In Sag A -14 1 +86 25.00 true 25.00 18.00 0.32 0.80 0.26 10.00 0.00 0.00 0.00 0.00 0.00 Generic Defat In Sag A -13 4 +14 26.30 true 26.30 21.60 0.44 0.80 0.35 10.00 0.00 0.00 0.00 0.00 0.00 Curb DI-4E In Sag A -15 3 +23 25.80 true 25.80 21.55 1.00 0.80 0.80 10.00 0.00 0.00 0.00 0.00 0.00 Generic Defat In Sag A -6 1 +85 25.20 true 25.20 17.33 0.22 0.80 0.18 10.00 0.00 0.00 0.00 0.00 0.00 Generic Defat In Sag A -8 3 +55 25.10 true 25.10 18.53 0.67 0.80 0.54 10.00 0.00 0.00 0.00 0.00 0.00 Generic Defat In Sag A -10 5 +05 24.50 true 24.50 19.56 0.44 0.80 0.35 10.00 0.00 0.00 0.00 0.00 0.00 Generic Defat In Sag A -11 6 +00 22.00 true 22.00 20.40 0.43 0.80 0.34 10.00 0.00 0.00 0.00 0.00 0.00 Generic Defat In Sag A -17 1 +75 24.70 true 24.70 18.00 0.51 0.80 0.41 10.00 0.00 0.00 0.00 0.00 0.00 Generic Defat In Sag A -18 2 +71 24.30 true 24.30 20.50 0.88 0.80 0.70 10.00 0.00 0.00 0.00 0.00 0.00 Generic Defat In Sag B -3 0 +44 13.40 true 13.40 8.10 0.14 0.80 0.11 10.00 0.00 0.00 0.00 0.00 0.00 Generic Defat In Sag B -5 1 +76 14.00 true 14.00 10.75 0.62 0.80 0.50 10.00 0.00 0.00 0.00 0.00 0.00 Generic Defat In Sag C -10 2 +54 18.00 true 18.00 13.25 0.10 0.80 0.08 10.00 0.00 0.00 0.00 0.00 0.00 Generic Defat In Sag C -11 1 3+201 23.50 true 1 23.50 19.00 0.60 0.80 0.48 10.00 0.00 0.00 0.001 0.001 0.00 Generic Defat In Sag Title: Bella Terra on the Bay Project Engineer: Jorge Hernandez j:\...\ stormtab \bellaterraonthebay04- 14- 08.stm StormCAD v5.6 [05.06.012.00] 04/21/08'01:39:04 PM © Bentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1- 203 -755 -1666 Page 1 of 1 Scenario: Base Junction Report Label Calculatec Ground Set Rim Rim Sump Bolted Structure Description Station Elevation Equal to Elevation Elevation Cover? Diameter (ft) (ft) Ground (ft) (ft) (ft) Elevation? A -7 2 +73 26.50 true 26.50 17.95 false 4.00 B-4 1 1 +05 14.50 true 14.50 9.35 false 4.00 Title: Bella Terra on the Bay Project Engineer: Jorge Hernandez j:\...\ stdrmtab \bellaterraonthebay04- 14- 08.stm StormCAD v5.6 [05.06.012.00] 04/21/08 01:39 :20 PM 0 Bentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1- 203 - 755 -1666 Page 1 of 1 Scenario: Base Node Report Label Area (acres) Inlet C Inlet CA (acres) ExternalSystem CA (acres) CA (acres) Time of oncentratio (min) External Time of oncentratio (min) UpstreamTime Of Concentratioi (min) System Flow TiME (min) System Intensity (in /hr) System Rational Flow (cfs) Additional Flow (cfs) Additional Carryovei (cfs) Known Flow (cfs) Upstream Additional Flow (cfs) Total System Flow (cfs) Ground Elevation (ft) Rim Elevation (ft) Hydraulic Grade Line In (ft) Hydraulic Grade Line Out (ft) A -4 2.96 11.74 6.35 18.98 18.98 19.20 19.20 17.60 17.60 A -5 0.19 0.80 0.15 0.00 2.96 10.00 0.00 11.53 11.53 6.40 19.11 0.00 0.00 0.00 0.00 19.11 25.00 25.00 18.43 18.43 A -14 0.32 0.80 0.26 0.00 1.41 10.00 0.00 10.67 10.67 6.58 9.34 0.00 0.00 0.00 0.00 9.34 25.00 25.00 19.18 19.18 A -13 0.44 0.80 0.35 0.00 0.35 10.00 0.00 _ 0.00 10.00 6.72 2.39 0.00 0.00 0.00 0.00 2.39 26.30 26.30 22.18 22.18 A -15 1.00 0.80 0.80 0.00 0.80 10.00 0.00 0.00 10.00 6.72 5.42 0.00 0.00 0.00 0.00 5.42 25.80 25.80 22.45 22.45 A -6 0.22 0.80 0.18 0.00 1.41 10.00 0.00 11.35 11.35 6.44 9.13 0.00 0.00 0.00 0.00 9.13 25.20 25.20 18.41 18.41 A -7 1.23 11.09 6.49 8.06 8.06 26.50 26.50 19.08 19.08 A -8 0.67 0.80 0.54 0.00 1.23 10.00 0.00 10.85 10.85 6.54 8.13 0.00 0.00 0.00 0.00 8.13 25.10 25.10 19.66 19.66 A -10 0.44 0.80 0.35 0.00 0.70 10.00 0.00 10.35 10.35 6.65 4.67 0.00 0.00 0.00 0.00 4.67 24.50 24.50 20.39 20.39 A -11 0.43 0.80 0.34 0.00 0.34 10.00 0.00 0.00 10.00 6.72 2.33 0.00 0.00 0.00 0.00 2.33 22.00 22.00 20.98 20.98 A -16 111 10.31 6.66 7.46 7.46 19.20 19.20 17.60 17.60 A -17 0.51 0.80 0.41 0.00 1.11 10.00 0.00 10.19 10.19 6.68 7.49 0.00 0.00 0.00 0.00 7.49 24.70 24.70 18.97 18.97 A -18 0.88 0.80 0.70 0.00 0.70 10.00 .0.00 0.00 10.00 6.72 4.77 0.00 0.00 0.00 0.00 4.77 24.30 24.30 21.34 21.34 B -2 0.61 10.42 6.64 4.07 4.07 9.20 9.20 7.00 7.00 B -3 0.14 0.80 0.11 0.00 0.61 10.00 0.00 10.32 10.32 6.66 4.08 0.00 0.00 0.00 0.00 4.08 13.40 13.40 8.87 8.87 B -5 0.62 0.80 0.50 0.00 0.50 10.00 0.00 0.00 10.00 6.72 3.36 0.00 0.00 0.00 0.00 3.36 14.00 14.00 11.45 11.45 B -4 0.50 10.18 6.69 3.34 3.34 14.50 14.50 10.05 10.05 C -1 C 0.56 10.96 6.52 3.68 3.68 17.00 17.00 15.00 15.00 C -10 0.10 0.80 0.08 0.00 0,56 10.00 0.00 10.08 10.08 6.71 3.79 0.00 0.00 0.00 0.00 3.79 18.00 18.00 16.70 16.70 C -11 1 0.6010.801 0.481 0.001 0.481 10.001 0.001 0.001 10.001 6.721 3.251 0.001 0.001 0.00 . 0.001 3.251 23.501 23.501 19.771 19.77 It Title: Bella Terra on the Bay Project Engineer: Jorge Hernandez j: \...\ stormtab \bellaterraonthebay04- 14- 08.stm StormCAD v5.6 [05.06.012.00] 04/21/08 01:39:44 PM © Bentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1- 203 - 755 -1666 Page 1 of 2 iffn r r ate: �„�, ,r ate. i■r Scenario: Base Node Report Local Intensity (in /hr) Local Rational Flow (cfs) Description 6.72 1.00 6.72 1.74 6.72 2.39 6.72 5.42 6.72 1.19 6.72 3.63 6.72 2.39 6.72 2.33 6.72 2.77 6.72 4.77 6.72 0.76 6.72 3.36 6.72 0.54 6.72 3.25 Title: Bella Terra on the Bay Project Engineer: Jorge Hernandez j: \...\ stormtab \bellaterraonthebay04- 14- 08.stm Storm CAD v5.6 [05.06.012.00] 04/21/08 01:39:44 PM 0 Bentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1- 203 - 755 -1666 Page 2 of 2 r i In M m M +�r r Scenario: Base Outlet Report Label Station Ground Set Rim Rim Sump Tailwater Tailwater Description (ft) Elevation Equal to Elevation Elevation Condition Elevation (ft) Ground (ft) (ft) (ft) Elevation? A-4 0 +00 19.20 true 19.20 15.00 User-Specified 17.60 A -16 1 +00 19.20 true 19.20 15.00 User - Specified 17.60 B -2 0 +00 9.20 true 9.20 7.00 Free Outfall C -1C 0 +00 17.00 true 17.00 11.25 User - Specified 15.00 Title: Bella Terra on the Bay Project Engineer: Jorge Hernandez j: \...\ stormtab \bellaterraonthebay04- 14- 08.stm Storm CAD v5.6 105.06.012.00] 04/21/08 01:40:20 PM © Bentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1- 203 - 755 -1666 Page 1 of 1 1 APPENDIX M FDEP Notice of Intent (NPDES) Form 4��gaoltrno NOTICE OF INTENT TO USE ` GENERIC PERMIT FOR STORMWATER F�oR .A DISCHARGE FROM LARGE AND SMALL CONSTRUCTION ACTIVITIES (RULE 62- 621.300(4), F.A.C.) This Notice of Intent (NOI) form is to be completed and submitted to the Department before use of the Generic Permit for Stormwater Discharge From Large and Small Construction Activities provided in Rule 62- 621.300(4), F.A.C. The type of project or activity. that qualifies for use of the generic permit, the conditions of the permit, and additional requirements to request coverage are specified in the generic permit document [DEP Document 62- 621.300(4)(a)]. The appropriate generic permit fee, as specified in Rule 62- 4.050(4)(d), F.A.C., shall be submitted with this NOI in order to obtain permit coverage. Permit coverage will not be granted without submittal of the appropriate generic permit fee. You should familiarize yourself with the generic permit document and the attached instructions before completing this NOI form Please print or type information in the appropriate areas below. I. IDENTIFICATION NUMBER: Project ID II. APPLICANT INFORMATION: A. Operator Name: BVGAcquisition, [nc. B. Address: 4300 NW 89 BLVD. C. City: Gainesville D. State: FL E. Zip Code: 32606 F. Operator Status: P G. Responsible Authority: Stephen J. deMontmollin H. Phone No.: 352 - 372 -8400 M. PROJECT /SITE LOCATION INFORMATION: A. Project Name: Bella Terra on the Bay B. Project. Address/Location: 2861 and 2855 Gulf to Bay Blvd. C. City: Clearwater D. State: FL E. Zip Code: 33759 F. County: Pinellas G. Latitude: 27° 57' 28" Longitude: 820 43' 13" H. Is the site located on Indian lands? ❑ Yes 2] No I. Water Management District: SWFWMD J. Project Contact: Jorge Hernandez, TBE Group, Inc. K. Phone No.: 727 -431 -1612 DEP Form 62- 621.300(4)(b) Effective May 1,2003 Page 1 of 5 1 I IV. PROJECUSPTE ACTIVITY INFORMATION: tin ..,_...� �� ""�T=' =�` X❑ Large Construction (Project will disturb five or more acres of land) ❑ Small Constriction (Project will disturb one or more acres but less than five acres of land) WIZ B. Approximate total area of land disturbance from commencement through completion of construction: 16.43 Acres `SPpPT>ocahoa _;i ❑ Address in Part II above © Address in Part III above ❑ Other address (specify below) 4- _-�—..__� D. SWPPP Address: E. City: F. State: G. Zip Code: 'GoasationPeriod' -= =? Start Date: Oct. 2009 Completion Date: Feb. 2011 V. DISCHARGE INFORMATION A. MS4 Operator Name (if applicable): B. Receiving Water Name: . Old Tampa Bay VL CERTIFICATION': I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations. J. deMontmollin, Vice Chairman Signatory requirements are contained in Rule 62- 620.305, F.A.C. Page 2 of 5 DEP Form 62- 621.300(4)(b) Effective May 1, 2003 0V -ay -off Date Signed: APPENDIX N Stormwater Management System Operation and Maintenance Instructions t C 'I t 1 APT? ?907 07717, April 17, 2008 ' BVG Acquisition Inc. 4300 N.W. 89TE Blvd. ' Gainesville, FL 32606 -0749 Authorized Agent W. Jorge A. Hernandez, P.E. TBE Group, Inc.. 380 Park Place Blvd., Suite 300 Clearwater, FL 33759 RE: BELLA TERRA ON THE BAY — Pinellas County, FL Stormwater Treatment System / Stormwater Management System Operation and Maintenance Instructions TBE Project No. 02026- 002 -00 The following instructions are being furnished to you, the permittee, for the operation and maintenance of the Storm Water Management Facilities proposed for the referenced project. The instructions that follow are gait of the requirements for approval of the Surface Water Management - Construction Permit ' Application under Chapter 40D -4 of the Florida Administrative Code for Regulation of Storm Water Management Facilities. The Storm Water Management Facilities, including the storm sewer collection system and dry detention ponds treatment systems with effluent filtration (underdrain systems), have been designed to provide treatment and attenuation (where required) of the rainfall runoff from the contributing drainage area. il Maintenance, including cleaning or replacement of the various elements of the system, will be required for the facilities to continue to operate as designed. All storm systems must be maintained in order to operate in a workable fashion as originally designed and permitted. Stormwater Da Detention Pond Systems: The stormwater dry detention pond systems will treat the required stormwater volume to meet current state requirements and promote water quality improvements. The system will treat contaminants from the first 1/2 inch or 3/4 inch of stormwater runoff before reaching receiving waters and promote recharge of groundwater supplies. Stormwater runoff from the site will flow into storm sewer pipes via storm collection inlets. The storm ' pipes will ultimately drain into the storm pond treatment systems. The system consists of six (6) dry detention ponds with underdrains. The 6" PVC perforated underdrain systems will control the seasonal high water table. ' The dry detention ponds were designed to provide 4:1 side slopes. ' The underdrain systems are enclosed with a filter fabric to prevent migration of fine materials from the surrounding soil that could result in clogging of the underdrains, following reverse flow conditions resulting from high groundwater. Also, the underdrain systems contain course aggregate (as specified by FDOT Standard Specifications Sections 901 -2 or 901 -3) wrapped with a filter fabric Page 1 of 3 J:\ 02026\ 02026002 .00\DOC\Pem - its \SWFWND\ERP ENG REPORTNsNN-fx.Tnd- O &Mletter.doe ' 380 Park Place Blvd, Suite 300 Clearwater, Florida 33759 T: 727.531,3505 • T: 800.861.8314 • F: 727,539,1294 • www.tbegroup.com ' April 17, 2008 Page 2 The detention ponds will have a filter fabric envelope separating the fine aggregate from the existing underlying clay soils. The fine aggregate will have a uniformity coefficient of 1.5 or greater and an effective grain size of 0.2 to 0.55 millimeters in diameter. The vertical permeability rate (K) is to be 30 feet/day. Fine aggregate will meet the requirements of FDOT Standard Specifications Section 902 -2. System Maintenance: Preventive maintenance is vital to the continued effectiveness of the stormwater systems. The property owners will need to be educated about the function and maintenance requirements of the system. The manufacturer's operation and maintenance specifications for the system should be adhered to as well. A legally binding maintenance agreement should be included within the property deed, that clearly describes maintenance tasks and schedules. Further, the agreement, should grant access for regular inspections, and enable the public sector to perform maintenance if the system has been neglected. The normal maintenance tasks include, but are not limited to the following: 1. The storm management system .should include quarterly inspections. Inspections should be conducted after large storm events to check for surface ponding that might indicate local or wide spread clogging of the storm system. 2. All storm inlets should be checked periodically and cleaned out when sediments are present. This can be done manually or by a vacuum pump. Storm inlets and pipes should be checked for clogging and Ivandalism. 3. Prior to anticipated storm events, storm inlets should be inspected and cleared of obstructions that will ' impede the flow. Storm inlets and pipes cannot be clogged and must be clear of debris and sediment so that discharge flow is not hindered. 4. Pond areas and mechanically stabilized erosion control areas should be routinely inspected. Debris in and around the system and outfall structure must be removed. System Rehabilitation Maintenance: The primary non - routine maintenance task involves rehabilitation of the stormwater ponds and underdrain ' systems after they have become clogged. There is no reliable estimate as to how long the underdrain systems will function before clogging. Clogging in the underdrains is most likely to occur at the bottom and side of the pond, at the soil interface. Rehabilitation of the storm pond system will require the removal and ' replacement of the course aggregate, filter fabric envelope, the perforated PVC pipe, and the bottom filter fabric layer of the underdrain system. The owner of the permitted system may enter into an agreement to assign the operation and maintenance responsibilities to another entity. Responsibility for maintenance and operation may be transferred to another entity upon written notice to the Southwest Florida Water Management District from the permittee and from the entity assuming responsibility certifying that the transfer responsibility for operation and maintenance is in compliance with Chapter 40D -4.352 F.A.G. has been accepted. The operation and maintenance instructions stated above shall be given to the new entity responsible for maintenance and shall be included in any agreement between the permittee and the new maintenance entity. i t April 17, 2008 Page 3 All. final conditions of the permit, limiting, .general or specific shall be made a part of these operating and maintenance instructions and shall be kept at a location easily accessible to the operating authority. Any questions regarding authorized activities within system shall be addressed to the Southwest Florida Water Management District's Surface Water Regulation Manager, Tampa Service Office (1 -800- 836- 0797). This letter will be included in the Southwest Florida Water Management District and the City of Clearwater permit submittals. Please call if you have any questions or require further explanation of the instructions stated above. Very truly yours, TBE GROUP, Inc. Jorge A. Hernandez, PE Title: Pro' ct En ' eer Dater 1-7/V Aceppted : BVG Acquisition Inc. TitleSr. VP S ,&-eVal CXXW- e, I Date: A- 11 IS�08 NTS . . . . . . . . . . . . l S 1 , r .. _.JU. ..,. >_. �xl.�: r_,..::.- .w.m.•u, _� m- saurti.. .�F..n.,C�.. •' ' " :., .: :.: I _ ArN 3 :3 Ad9h OW 7 .d= 8''3,x' 'fir. -%jfllcl�§ / �` ac.,i•.,: wiL `�� B 17do t *.dA T M 1 ',:, T I 1 "�!•. ` Yew-- fv " ro ! .:. z y;; .� i ,' u% J 4.•.irv. 1.i F 0 IL I 13'xw7G AcqUISA "t1,119 r+� 1101C. PINELLAS COUNTY MAP FILE: J: \02026\ 02026002.00 \ACRD \dwn \o?o ?Ron ? -r\/ ri,n,n I ACT cA \ /P-n• Th, I OP /, A COQ -7. 7-7 �, /lTTrfl. 1 n /1 -7 i„r-, I 11 -11 r 01 1!'-! a o ' 1 ! °�as + €. - 'DELLV;t] '[l }`'� —.. r4A : )il' � v�W"„'"y_�i,e � rYS�.t ^„'.`.',',}'xI�•`''^ %, +�'�'• -'�F Edenwoed St' Clearwater Sal r1 tOAC}Qd:tN f. ,• i t' rt, • # l t .:'•'r' ''_,; y Airpark f�..' "' ' ""�_'� LX } Lr A a. 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W t •�aw "t - - 464 e 11eaJr. d =e" a ': •,�, o' y.< =;t ..! n ro, X' v 1 k •1�. a 'L' s• `r rte• , , s? , r a { Q00 _ hTy,, t '� i•" f ` s^ i `~ a u: • (� f ;4" _ „ . I -. _ . _. ..__ ... , / , ./ __ , u . �.v „�.v. iv yr ,, Ivy IJ/ vv - J. 1 IF U I. VVI VI C I N ITY MAP SECTION 17 TOWNSHIP 29S RANGE 16E NTS PLANS PREPARED IN , LxeYAYKf(ti4f'. ✓ v � L� p�l�O � `" � � 'l o CONJUNCTION WITH: - YSTON.E. BUILDING RELATIONSHIPS IN SENIOR LIVING. SUNCOAST LAND SURVEYING Inc. il 111 FOREST LAKES BOULEVARD ARD OLDSM AR FLA. 34677 1 BOUNDAR Y — TOPOGRAPHIC GRAPH I C — CONSTRUCTION N STAKE OUT LB 4513 PH: 813 - 854 3 - 1 42 FAX: 8 3 1 855 6890 i goo % CONSTRUCTION D 0 C U M E lam' TSPft SITE ,gip AN APPROVED q 7 Sp CA� • � r yy��cy fiee^^ ;',`t •�/ o - _ :A'xi f��iM —E�! MC: DAM r0 S n CLA DATE 0 U) 09 SIGNATURE � DATE - i o zZ ORIGINAL RECEIVED OCT 15 2008 PLAr,P -NG DEPARTMENT CITY OF CLEARWATER I�T�\ 48 HOURS BEFORE DIGGING "CALL SUNSHINE" 1 -800- 432 -4770 three t 4040 N. Central Expwy I Dallas, Texas 1 214.559.4080 1 214.559.0990 sulte 200 75204 telephone facsimile Greystone Communities SantaFe HealthCare i GROUP CIvII Englneeiing • Transportatlon Environmental • Plann/ng 380 Park Place Boulevard, Suite 300 Clearwater, Florida, 33759 www.tbegroup.com — 800.861.8314 License No. 3843 13 _a E M E Ul. ""�' U t� L J o CD C L C/) (D U_ c Cz O C/) 1 I PROJECT NO.: 07024 DATE: October r 15 J 2008 SEAL: Bryan L. Zarb._ E FL Reg. No'. 52167 OWNER: BVG Aquisition, Inc. PHASE: 100% CONSTRUCTION DOCUMENTS SHEET DESCRIPTION: COVER SHEET SHEET NUMBER: G1.00 i INDEX TO DRAWINGS: SITEWORK: CIVIL LANDSCAPE - BY EDSA GO.01 Cover Sheet TREE REMOVAL PLANS G1.01 Index of Drawings / General Notes (1) L1.00 Tree Removal Plan G1.02 General Notes (2) L1.01 Tree Removal Plan SC1.01 Boundary and Topographic Survey L1.02 Tree Removal Plan (By Suncoast Land Surveying) SC2.01 Demolition & Erosion Control Plan (A) SC2.02 Demolition & Erosion Control Plan (B) SC2.03 Demolition & Erosion Control Plan (C) SC2.04 Demolition & Erosion Control Plan (D) SC2.05 Demolition & Erosion Control Plan (E) SC2.06 Demolition & Erosion Control Plan (F) SC2.07 Aerial Exhibit SC2.08 Construction Sequence - Demolition Plan SC2.09 Construction Sequence - Utility Demolition SC2.10 Construction Sequence - Utility Demolition SC2.11 Construction Sequence - Utility Demolition SC2.12 Construction Sequence - Pond Excavation SC3.00 Master Site Plan SC3.01 Site Plan (A) SC3.02 Site Plan (B) SC3.03 Site Plan (C) SC3.04 Site Plan (D) SC3.05 Site Plan (E) SC3.06 Site Plan (F) SC3.07 Horizontal Control Plan SC3.08 Security Gate Entrance Details SC3.09 Setback Encroachments Plan SC3.10 Truck Turning Template (03-50) SC4.00 Master Paving, Grading, and Drainage Plan SC4.01 Paving, Grading and Drainage Plan (A) SC4.02 Paving, Grading and Drainage Plan (B) SC4.03 Paving, Grading and Drainage Plan (C) SC4.04 Paving, Grading and Drainage Plan (D) SC4.05 Paving, Grading and Drainage Plan (E) SC4.06 Paving, Grading and Drainage Plan (F) SC4.07 Cross Sections - Pond A SC4.08 Cross Sections - Pond B SC4.09 Cross Sections - Pond C1 SC4.10 Cross Sections - Pond C2 SC4.11 Cross Sections - Pond D SC4.12 Cross Sections - Pond E SC4.13 Cross Sections - Outer Sections SC5.00 Master Utility Plan SC5.01 Utility Plan (A) SC5.02 Utility Plan (B) SC5.03 Utility Plan (C) SC5.04 Utility Plan (D) SC5.05 Utility Plan (E) SC5.06 Utility Plan (F) SC6.01 Site Details (1) SC6.02 Site Details (2) and Joint Pattern Detail SC6.03 Paving, Grading and Drainage Details (1) SC6.04 Paving, Grading and Drainage Details (2) SC6.05 Paving, Grading and Drainage Details (3) SC6.06 Paving, Grading and Drainage Details (4) SC6.07 Paving, Grading and Drainage Details (5) SC6.08 Paving, Grading and Drainage Details (6) SC6.09 Utility Details (1) SC6.10 Utility Details (2) SC6.11 Reference Details (By Others) SC7.00 Construction Surface Water Management / Storm Water Pollution Prevention Plan UTILITY CONTACTS: L1.03 Tree Removal Plan L1.04 Tree Removal Plan L1.05 Tree Removal Plan L1.06 Tree Removal Schedule L1.07 Tree Removal Schedule L1.08 Tree Removal Schedule TREE PRESERVATION PLANS L3.01 L2.00 Preservation Plan L2.01 Preservation Plan L2.02 Preservation Plan L2.03 Preservation Plan L2.04 Preservation Plan L2.05 Preservation Plan L2.06 Preservation Schedule L2.07 Preservation Schedule L2.08 Preservation Schedule L2.09 Preservation Schedule L2.10 Preservation Schedule L2.11 Preservation Schedule L2.12 Preservation Schedule L2.13 Preservation Details and Notes LANDSCAPE L3.00 PLANS Landscape Plan L3.01 Landscape Plan L3.02 Landscape Plan L3.03 Landscape Plan L3.04 Landscape Plan L3.05 Landscape Plan L3.06 Planting Schedule L3.07 Landscape Details and Notes L3.08 Landscape Details and Notes L3.09 Landscape Details and Notes L3.10 Landscape Details and Notes L3.11 Landscape Calculations L3.12 Irrigation Diagram and Notes WATER CITY OF CLEARWATER PUBLIC UTILITIES GENERAL NOTES 1650 N. ARCTURAS AVE. 1 . CLEARWATER, FL 33765 GULF TO BAY BLVD, CLEARWATER, FL 33759 (727) 562 -4960 SANITARY SEWER CITY OF CLEARWATER GROSS SITE AREA: PUBLIC UTILITIES (31 .12 AC) 1650 N. ARCTURAS AVE. WORK TO BE PERFORMED PRIOR TO SUBMITTING A BID. CLEARWATER, FL 33765 (727) 562 -4960 GAS CLEARWATER GAS SYSTEM 400 NORTH MYRTLE AVENUE EXISTING LAND USE: 356 CLEARWATER, FL 34615 AND THE LATEST CITY OF CLEARWATER AND PINELLAS COUNTY STANDARDS, UNLESS BRUCE GRIFFIN (727) 562 -4900 EX. 7423 CABLE KNOLOGY BROADBAND OF FLORIDA, INC. OTHERWISE INDICATED. THE MORE STRINGENT SHALL BE APPLICABLE. 3001 GANDY BLVD. N. 4. PINELLAS PARK, FL 33782 USE: C AND CG (2.45 ACRES) 0 AND R /OG (0.34 ACRES) JAY YOUNG VERTICAL CLEARANCE AT CROSSINGS: GRAVITY SEWERS OR FORCE MAINS (727) 239 -0156 ELECTRIC PROGRESS ENERGY FLORIDA, INC. AND RM (28.33 ACRES) 2166 PALMETTO ST. BLDG F CROSSING UNDER WATER MAINS SHALL BE LAID TO PROVIDE A MINIMUM VERTICAL CLEARWATER, FL 33765 MICHELLE MICHOVITZ (727) 562 -3833 CABLE /TELEPHONE BRIGHTHOUSE SURROUNDING LAND USE: 700 CARILLON PKWY, SUITE 6 AND DETERMINE PRECISE LOCATIONS PRIOR TO EXCAVATING. THE CONTRACTOR ST. PETERSBURG, FL 33716 SHERELLE DARROCH NORTH: COMMERCIAL (727) 329 -2847 TELEPHONE VERIZON FLORIDA 1280 CLEVELAND ST., FLCW5034 CLEARWATER, FL 33755 CROSSING WITH NO LESS THAN 10 FEET BETWEEN ANY TWO JOINTS. WHERE THE PETER KEEL (727) 562 -1101 STORMWATER CITY OF CLEARWATER MINIMUM 12 INCH SEPARATION CANNOT BE MAINTAINED, THE SEWER SHALL BE ENGINEERING DEPARTMENT 100 SOUTH MYRTLE AVE., #220 CLEARWATER, FL 33756 CONSTRUCTED OF DUCTILE IRON PIPE (DIP) FOR 20 FEET CENTERED ON THE POINT PHUONG VO MAXIMUM PERMITTED DENSITY: (727) 562 -4752 ORIGINAL RECEIVED OCT 15 2000 PLANNING, DEPARTMENT CITY OF CLEARWATER P-II F. I• \non7F \non -)c \ nnnn\ \'AVPy L/131 3fAVCV: IVIOn, IU/IJ/U0 -J:U /p I'LUI ILU: Mon, BY: JUN 4 L W three 4040 N. Central Expwy I Dallas, Texas 1 214.559.4080 1 214.559.0990 sulte200 75204 telephone facsimile Greystone Communities SantaFe HealthCare 5,R' D r { n n W � 0 V C/v// Eng/neer/ng Transportation Env /ronmente/ • P/enn/ng 380 Park Place Boulevard, Suite 300 Clearwater, Florida, 33759 www.tbegroup.com - 800.861.8314 License No. 3843 _a E ..I E U. U � a, L L > 4-) JCD cz � S.. a� U c CZ ® Q Q I PROJECT NO.: 07024 DATE: October 15, 2008 SEAL: - kIC ryan L. Zarl ga;:i?E FL Reg. No. 52167 OWNER: BVG Aquisition, Inc. PHASE: 100% CONSTRUCTION DOCUMENTS SHEET DESCRIPTION: INDEX OF DRAWINGS/ GENERAL NOTES (1) SHEET NUMBER: G1.01 SITE DATA GENERAL NOTES 1 . SITE ADDRESS: 2855 GULF TO BAY BLVD, CLEARWATER, FL 33759 1. ALL WORKMANSHIP AND MATERIALS USED IN THE CONSTRUCTION OF THIS 32. CONTRACTOR IS ADVISED TO BECOME FAMILIAR WITH THE OVERALL SCOPE OF 2. GROSS SITE AREA: 1 SF (31 .12 AC) PROJECT SHALL CONFORM To FDOT "STANDARD SPECIFICATIONS FOR ROAD AND WORK TO BE PERFORMED PRIOR TO SUBMITTING A BID. ,355,486 BRIDGE CONSTRUCTION," LATEST EDITION, FDOT STANDARD INDEX 2007 EDITION, 3. EXISTING LAND USE: 356 ALF (10 OR MORE UNITS) HOME FOR THE AGED AND THE LATEST CITY OF CLEARWATER AND PINELLAS COUNTY STANDARDS, UNLESS 33. WATER /SEWER CLEARANCE REQUIREMENTS: SHALL BE IN ACCORDANCE WITH OTHERWISE INDICATED. THE MORE STRINGENT SHALL BE APPLICABLE. FLORIDA ADMINISTRATIVE CODE (FAC) CHAPTER 62 -555 4. ZONING AND FUTURE LAND USE: C AND CG (2.45 ACRES) 0 AND R /OG (0.34 ACRES) 2. THE LOCATIONS AND SIZE OF THE EXISTING UTILITIES AS SHOWN ON THE PLANS VERTICAL CLEARANCE AT CROSSINGS: GRAVITY SEWERS OR FORCE MAINS MHDR (REZ2008- 07007) AND RM (28.33 ACRES) ARE APPROXIMATE ONLY. THERE IS NO GUARANTEE THAT ALL EXISTING FACILITIES CROSSING UNDER WATER MAINS SHALL BE LAID TO PROVIDE A MINIMUM VERTICAL HAVE BEEN FOUND OR SHOWN. THE CONTRACTOR IS FOREWARNED TO ASCERTAIN DISTANCE OF 12 INCHES (MIN.) BETWEEN THE INVERT OF THE UPPER PIPE AND THE 5. SURROUNDING LAND USE: EAST: SINGLE FAMILY AND DETERMINE PRECISE LOCATIONS PRIOR TO EXCAVATING. THE CONTRACTOR CROWN OF THE LOWER PIPE. THE CROSSING SHALL BE ARRANGED SO THAT THE NORTH: COMMERCIAL SHALL BECOME FAMILIAR WITH ALL VOLTAGES CARRIED IN OVERHEAD OR SEWER JOINTS AND WATER JOINTS WILL BE EQUIDISTANT FROM THE POINT OF SOUTH: TAMPA BAY UNDERGROUND UTILITY SERVICES. NO CLAIM FOR EXTRA COST SHALL BE MADE CROSSING WITH NO LESS THAN 10 FEET BETWEEN ANY TWO JOINTS. WHERE THE WEST: NURSING HOME /MOBILE HOME PARK /FIRE STATION AGAINST THE OWNER OR ENGINEER AS A RESULT OF THE AFOREMENTIONED MINIMUM 12 INCH SEPARATION CANNOT BE MAINTAINED, THE SEWER SHALL BE APPROXIMATIONS. THE CONTRACTOR SHALL LOCATE EXACTLY ALL UTILITIES THAT CONSTRUCTED OF DUCTILE IRON PIPE (DIP) FOR 20 FEET CENTERED ON THE POINT 6. MAXIMUM PERMITTED DENSITY: 487 DWELLING UNITS OR 1,461 ALF BEDS CROSS THE PROPOSED UTILITIES PRIOR TO CONSTRUCTION. OF CROSSING. 7. EXISTING DWELLING UNITS PER ACRE: 8.4 ( 229 IL UNITS AND 94 AL BEDS OR 32 DWELLING UNITS) 3. ELEVATIONS SHOWN HEREON ARE IN FEET AND REFER TO THE NORTH AMERICAN HORIZONTAL SEPARATION BETWEEN PARALLEL LINES: GRAVITY SEWERS SHALL VERTICAL DATUM OF 1988 (N.A.V.D.). REFERENCE BENCHMARKS ARE NATIONAL BE INSTALLED AT LEAST 6 FEET HORIZONTALLY FROM ANY EXISTING OR PROPOSED 8. PROPOSED DWELLING UNITS PER ACRE: 9.6 (229 IL UNITS AND 210 AL BEDS OR 70 DWELLING UNITS) GEODETIC SURVEY BENCHMARK "COURTNEY B" AND NATIONAL GEODETIC SURVEY WATER MAIN. THE DISTANCE SHALL BE MEASURED EDGE TO EDGE. IN CASES BENCHMARK "COURTNEY M ", ELEVATIONS = 3.66' & 4.45' N.A.V.D. WHERE IT IS NOT PRACTICAL TO MAINTAIN A 6 FOOT SEPARATION, THE WATER MAIN 9. REQUIRED BUILDING SETBACKS: MHDR COMMERCIAL OFFICE SHALL BE INSTALLED IN A SEPARATE TRENCH OR ON AN UNDISTURBED EARTH 4. THE CONTRACTOR SHALL NOTIFY THE ENGINEER, OWNER, CITY AND COUNTY SHELF LOCATED ON ONE SIDE OF THE SEWER AND AT AN ELEVATION SO THAT THE FRONT YARD: 10 - 25 FT 25 FT 25 FT INCLUDING ALL UTILITY COMPANIES AT LEAST 48 HOURS BEFORE BEGINNING BOTTOM OF THE WATER MAIN IS AT LEAST 12 INCHES ABOVE THE TOP OF THE SIDE YARD: 0 - 10 FT 10 FT 10 FT CONSTRUCTION. CONTRACTOR SHALL CALL SUNSHINE STATE ONE CALL " SEWER, AND THE WATER AND SEWER JOINTS SHALL BE STAGGERED. REAR YARD: 0 - 15 FT N/A N/A 1- 800 - 432 -4770 A MINIMUM OF 2 -DAYS AND A MAXIMUM OF 5 -DAYS PRIOR TO START OF CONSTRUCTION. NOTE: WHEN IT IS IMPOSSIBLE TO OBTAIN PROPER HORIZONTAL AND VERTICAL 10. PROPOSED I SR: CG 70,259/1,355,486 = 0.0518 5.18%)) SEPARATIONS AS STIPULATED ABOVE, THE DEPARTMENT OF ENVIRONMENTAL R /OG = 0.0000 �0.00 %) 5. ALL UNDERGROUND UTILITIES MUST BE INSTALLED BEFORE BASE AND SURFACE PROTECTION (DEP) MAY ALLOW DEVIATION ON A CASE -BY -CASE BASIS IF RM 514,008/1,355,486 = 0.3792 (37.92% ARE CONSTRUCTED. SUPPORTED BY DATA FROM THE DESIGN ENGINEER. APPROVAL FOR THE DEVIATION MUST BE OBTAINED PRIOR To CONSTRUCTION. 11. PROPOSED DENSITY: CG 13.06 DU /A DU) 6. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO USE WHATEVER MEANS �32 R /OG 0.00 DU /A 0 DU) NECESSARY TO CONTROL AND PREVENT EROSION AND TRANSPORT OF SEDIMENT TO 34. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TESTING OF ALL SANITARY RM 9.45 DU /A 268 DU) SURFACE DRAINS AND TO DITCHES DURING CONSTRUCTION. IN ADD111ON SEWER MAINS AND WATER MAINS IN ACCORDANCE WITH CURRENT CITY OF CONTRACTOR SHALL CONTROL WIND EROSION TO BE CONTAINED ON SITE SEE CLEARWATER STANDARDS (LOCAL JURISDICTION). CONTRACTOR SHALL NOTIFY THE 12. EXISTING GROSS SITE AREA (OVERALL) : EROSION AND SILTATION CONTROL NOTES FOR ADDITIONAL INFORMATION. CITY OF CLEARWATER, ENGINEER, AND THE OWNER OR AUTHORIZED REPRESENTATIVE AT LEAST 48 HOURS IN ADVANCE OF PERFORMING TESTS. PAVEMENT AND CURB 205,152 SF 15. 13% 7. ALL PIPE LENGTHS ARE PLUS OR MINUS. BUILDING AREA 196, 866 SF 196 14. 53% 35. THE CONTRACTOR SHALL PROVIDE CERTIFIED STORMWATER RECORD DRAWINGS, SIDEWALK AREA 115,782 SF (8.54% 8. PIPE MEASUREMENTS ARE TO CENTER OF STRUCTURES OR FITTINGS. PIPE SIGNED AND SEALED BY A PROFESSIONAL LAND SURVEYOR PRIOR TO CERTIFICATION TOTAL IMPERVIOUS AREA 517,800 SF MEASUREMENTS FOR MITERED END SECTIONS ARE TO END OF PIPE. BY THE ENGINEER. THE RECORD DRAWINGS SHALL SHOW FINAL GRADES AND PERVIOUS AREA 755,173 SF �38.20% 55.71 % LOCATIONS ON ALL STORMWATER FACILITIES INCLUDING THE STORMWATER POND, JURISDICTIONAL AREA 71,279 SF 5.26% 9. CONFLICTS BETWEEN WATER, STORM, SANITARY OR UNDERDRAIN SYSTEMS ARE DRAINAGE STRUCTURES BERMS & SWALES. THE CONTRACTOR SHALL PROVIDE FIVE POND AREA 11,237 SF 0.83% TO BE RESOLVED BY ADJUSTING THE NECESSARY LINES AS DIRECTED BY THE COPIES OF THE CERTIFIED RECORD DRAWINGS TO THE ENGINEER FOR THE PURPOSE GROSS SITE AREA 1,355,486 SF (1007. ENGINEER. OF CERTIFYING THE STORMWATER MANAGEMENT SYSTEM. FLOOR AREA RATIO 254, 829/1 , 355, 486 = 0.1879 18.79% IMPER. SURFACE RATIO 517,800/1,355,486 = 0.3820 38.20% THE CONTRACTOR IS SOLELY RESPONSIBLE FOR CONSTRUCTION SAFETY 36. THE CONTRACTOR SHALL PROVIDE CERTIFIED UTILITY RECORD DRAWINGS, SIGNED SP SPECIAL PRECAUTIONS MAY BE REQUIRED IN THE VICINITY OF POWER LINES AND AND SEALED BY A PROFESSIONAL LAND SURVEYOR PRIOR TO CERTIFICATION BY THE PROPOSED GROSS SITE AREA (OVERALL): OTHER UTILITIES. ENGINEER. THE RECORD DRAWINGS SHALL SHOW FINAL GRADES AND LOCATIONS ON ALL UTILITIES INCLUDING THE SANITARY SEWER, WATER AND PRODUCT PIPING. THE PAVEMENT AND CURB 276,554 SF 20.40% 11. THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONTRACTOR SHALL PROVIDE TEN COPIES OF THE CERTIFIED RECORD DRAWINGS TO BUILDING AREA 197,765 SF (14.597. CONSTRUCTION SAFETY. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR MEANS AND THE ENGINEER. CONCRETE PAVEMENT 22,029 S1.63% METHODS FOR CONSTRUCTION SAFETY. SIDEWALK AREA 71 . 743 Sr F 5.29% 37. THE CONTRACTOR SHALL LOCATE AND FLAG ALL PROPERTY CORNERS PRIOR TO PAVER AREA 7,993 SF 0.59% 12. ALL WORK PERFORMED SHALL COMPLY WITH THE REGULATIONS AND FINAL ENGINEERING INSPECTION AND CERTIFICATION. IT SHALL BE THE CONCRETE WALLS 5,936 SF 0.43% ORDINANCES OF THE VARIOUS GOVERNMENTAL AGENCIES HAVING JURI DICTION OVER CONTRACTORS RESPONSIBILITY TO RE- ESTABLISH THE PROPERTY CORNERS WHICH POOL /SPA AREA 2,247 SF 0.16% THE WORK. HAVE BEEN LOST DURING CONSTRUCTION, BY A PROFESSIONAL LAND SURVEYOR TOTAL IMPERVIOUS AREA 584, 267 SF 43.10% AND PROVIDE 11E -IN SURVEYS FOR THE BUILDING AND BUILDING SLABS. PERVIOUS AREA 628, 463 SF 46.37% 13. ALL CONCRETE SHALL HAVE A MINIMUM ULTIMATE COMPRESSIVE STRENGTH OF JURISDICTIONAL AREA 71,279 SF (5.26% 3,000 PSI (28 DAY STRENGTH). UNLESS OTHERWISE SHOWN. 38. WORK SHALL NOT COMMENCE UNTIL ALL PERMITS REQUIRED FOR THE SUBJECT POND AREA 71,477 SF (5.27% PORTION OF THE WORK ARE OBTAINED. IT IS THE CONTRACTOR'S RESPONSIBILITY GROSS SITE AREA 1,355,486 SF (100% 14. ALL DISTURBED GRASSED AREAS SHALL BE RESODDED WITHIN 72 HOURS TO HAVE ALL REQUIRED PERMITS AND /OR EVIDENCE OF COMPLIANCE WITH FLOOR AREA RATIO 538 690/1,355,486 = 0.3974 39.74% UNLESS OTHERWISE INDICATED. APPLICABLE REGULATIONS ON SITE AT ALL TiMES DURING THE EXECUTION OF WORK. IMPER. SURFACE RATIO 584,, 267/1,355.486 = 0.4310 43.10% SPECIFIC PERMITS MAY BE REQUIRED FOR THE INSTALLATION OF POTABLE WATER 15. CONTRACTOR TO RESTORE ALL AREAS DISTURBED BY HIS OPERATION TO THEIR LINES, SANITARY SEWER LINES, STORMWATER PIPES, ETC. TREE BARRICADES AND PROPOSED SITE AREA (TO REMAIN) : ORIGINAL OR BETTER CONDITION. EROSION SILTATION CONTROL MUST BE INSTALLED AND IMPLEMENTED PRIOR TO COMMENCING CONSTRUCTION. PAVEMENT AND CURB 116,708 SF (8.61% 16. ALL PARKING STALL DELINEATION'S ARE TO BE 4" PAINTED LINES PER FDOT BUILDING AREA 66,465 SF (4.907 SECTIONS 710 AND 711. USE FDOT APPROVED TRAFFIC PAINT AND METHOD OF 39. ALL UTILITIES (INCLUDING STORMWATER FACILITIES) SHALL BE KEPT IN SIDEWALK AREA 36,510 SF (2.69% APPLICATION. OPERATION EXCEPT WITH IHE EXPRESS WRITTEN CONSENT OF THE UTILITY OWNER. TOTAL IMPERVIOUS AREA 219,683 SF (16.20% IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PRESERVE EXISTING UTILITIES PERVIOUS AREA 233,256 SF (17.21% 17. THE CONTRACTOR WILL BE RESPONSIBLE FOR MAKING A VISUAL INSPECTION OF AND ANY AND ALL DAMAGE TO EXISTING U11LITIES AS A RESULT OF THE JURISDICTIONAL AREA 56,921 SF 4.20% THE SITE AND WILL BE RESPONSIBLE FOR THE DEMOLITION AND REMOVAL OF ALL CONTRACTORS ACTIONS SHALL BE REPAIRED AT THE CONTRACTORS EXPENSE. POND AREA 11,237 SF 0.83% UNDERGROUND AND ABOVE GROUND STRUCTURES THAT WILL NOT BE INCORPORATED PROJECT LIMITS AREA 521,097 SF (38.447. WITH THE NEW FACILITIES. SHOULD ANY DISCREPANCIES EXIST WITH THE PLANS, 40. NO STOCKPILING OF MATERIALS IN ROADWAY OR ON SIDEWALK; ALL DIRT AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING THE ENGINEER AND DEBRIS WILL BE REMOVED FROM JOB SITE DAILY. ROADS AND SIDEWALK TO BE PROPOSED REDEVELOPMENT AREA: REQUESTING A CLARIFICATION OF PLANS PRIOR TO DEMOLITION. SWEPT DAILY AS PART OF DAILY CLEAN UP. PAVEMENT AND CURB 159.846 SF (11 .79% 18. CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF ALL UTILITY 41. ANY PORTION OF THE ROADWAY THAT SUSTAINS EXCESSIVE CONSTRUCTION BUILDING AREA 131 .300 SF 9.69% CONNECTION POINTS PRIOR TO STARTING CONSTRUCTION AND SHALL IMMEDIATELY RELATED DAMAGE, IN THE OPINION OF CITY OF CLEARWATER OR FDOT, SHALL BE CONCRETE PAVEMENT 22,029 SF 1.63 NOTIFY THE ENGINEER AND OWNER OF ANY DISCREPANCIES FOUND. REPAIRED AT CONTRACTOR EXPENSE IN A MANNER SPECIFIED BY FDOT AND CITY SIDEWALK AREA 35.233 SF 260% OF CLEARWATER. PAVER AREA 7.993 SF 0..59% 19. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY AND ALL REQUIRED CONCRETE WALLS POOL /SPA AREA 5,936 SF 2.247 SF kO.43% 0.16% ROAD CROSSING PERMITS, ANY OTHER CONSTRUCTION PERMITS AND ALL 42. A SEPERATE RIGHT -OF -WAY PERMIT WILL BE REQUIRED FOR ALL WORK WITHIN ASSOCIATED FEES NOT FURNISHED BY THE OWNER, PRIOR TO THE START OF ANY THE RIGHT -OF -WAY OF ANY OF THE ADJACENT STREET(S) THAT ARE ASSIGNED TO TOTAL IMPERVIOUS AREA PERVIOUS AREA 364,584 SF 395,207 SF 26.89% 29.16% CONSTRUCTION. THE CITY. COORDINATE WITH DON MELONE (727) 562 -4768 IN ROOM #220 AT THE JURISDICTIONAL AREA 14,358 SF (1.06% 20. WATER MAINS 4" THRU 8" SHALL BE PVC AND CONFORM TO AWWA C -900 MSB (MUNICIPLE SERVICES BUILDING). POND AREA PROJECT LIMITS AREA 60,240 SF 834.389 SF (4.44% (61.56% STANDARDS, UNLESS OTHERWISE NOTED. ALL WATER MAINS LARGER THAN 8" 43. ANY /ALL EASEMENT(S) SHALL BE OBTAINED (RECORDED) PRIOR TO A C.O. SHALL BE DUCTILE IRON PIPE, FITTINGS SHALL BE C.I. DI. MECHANICAL JOINT. BEING ISSUED FOR THE BUILDING(S). PLEASE CONTACT EARL BARRET, REAL ESTATE 13. PARKING REQUIREMENTS: WATER SERVICE LINES SMALLER THAN 4" DIAMETER SHALL MEET THE REQUIREMENTS SERVICES MANAGER ® (727) 562 -4794 FOR INFORMATION NEEDED TO OBTAIN SUCH ASSISTED LIVING - 0.5 SPACES PER BED OF ASTM D2241, UNLESS OTHERWISE NOTED. PVC FITTINGS MAY BE USED ONLY EASEMENT(S). EASEMENT REQUIRED: THE SANITARY SEWER MAIN. THE RESIDENTIAL INFILL PROJECT - 2 SPACES PER UNIT UPON THE APPROVAL OF THE ENGINEER. CONTRACTOR'S SURVEYOR IS TO PREPARE ALL DRAWING NEEDED TO RECORD THE PARKING SPACES REQUIRED 21. REINFORCED CONCRETE PIPE SHALL CONFORM TO THE REQUIREMENTS OF EASEMENTS. AL BEDS TO REMAIN I N C ZONE SECTION 941 OF THE CURRENT FDOT SPECIFICATIONS. ALL RCP WITH LESS THAN 2' "FOUR". 44. ALL PLANTING(S) AND ANY /ALL CONCRETE FLAT WORK WITHIN ANY EASEMENTS (94 UNITS * .5 SPACES) 47 SPACES OF COVER SHALL BE CLASS ALL ROUND REINFORCED CONCRETE JOINTS WILL BE INSTALLED AT THE PROPERTY OWNER'S RISK. THE CITY WILL NOT BE DWELLING UNITS IN RES. I NF I LL PROJECT (268 UNITS * 2 SPACES) 536 SPACES UNDER PAVEMENT, DRIVEWAYS, AND SIDEWALKS WITHIN PUBLIC RIGHT -OF -WAY AND ANY OUTFALL SYSTEM SHALL BE WRAPPED WITH MIRAFI 140N FILTER FABRIC OR RESPONSIBLE FOR ANY ALL UPROOTED OR DAMAGED PLANTS WITHIN EASEMENT(S) APPROVED EQUAL. FABRIC TO BE A MINIMUM OF 30" IN WIDTH AND CENTERED ON IF THE CITY NEEDS TO MAINTAIN /REPLACE EXISTING UTILITY MAINS. REPLACEMENT TOTAL PARKING SPACES REQUIRED 583 SPACES PIPE. ELLIPTICAL PIPE SHALL BE WRAPPED WITH FILTER FABRIC JACKETS PER OF CONCRETE WILL BE THE RESPONSIBILITY OF PROPERTY OWNER NOT THE CITY OR FDOT INDEX NO. 280. PRIVATE UTILITY COMPANIES. PARKING SPACES PROVIDED AL BEDS TO REMAIN (94 BEDS * .47 SPACES) 46 SPACES 22. SANITARY SEWER SHALL BE PVC AND CONFORM TO THE REQUIREMENTS OF 45. CONTRACTOR TO SUBMIT 5 SETS OF AS- BUILTS THAT ARE SIGNED AND SEALED IL UNITS TO REMAIN (73 UNITS * 1.15 SPACES) 84 SPACES ASTM D3034, SDR 35, C -76, UNLESS OTHERWISE NOTED. BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF FLORIDA, PRIOR TO AL BEDS PROPOSED (116 BEDS * .5 SPACES) 58 SPACES ANY C.O. BEING ISSUED. PUBLIC WORKS / ENGINEERING TO FIELD INSPECT AS- BUILTS IL UNITS PROPOSED (156 UNITS * 1.51 SPACES) 238 SPACES 23. THE DEPTH OF COVER OVER THE WATER MAIN SHALL BE A MINIMUM OF 30 ". FOR ACCURACY. TOTAL PARKING SPACES PROVIDED 426 SPACES 24. ADJUSTMENT OF INLETS, JUNCTION BOXES, MANHOLE TOPS, WATER VALVES, 46. CONTRACTOR TO USE ALL CITY DETAILS APPLICABLE TO THIS PROJECT. THE TOTAL HC PARKING SPACES PROVIDED 11 SPACES WATER METERS, ETC., SHALL BE INCLUDED IN THE CONTRACTOR'S BID AND NO CTION STANDARDS AND U CITY'S CONSTRUCTION STANDARDS AND UTILITY INFORMATION CAN BE FOUND ON FOUNSP, CLAIM SHALL BE MADE AGAINST THE OWNER OR ENGINEER FOR THESE THE WEB SITE: GOT / DEPTS/ PWA /ENGIN IE GO / 14. FLOOD ZONE /FEMA MAP: THIS PROPERTY LIES WITHIN FLOOD ADJUSTMENTS, IF REQUIRED. TO "DOCUMENTS AND PUBLICATIONS, THEN TO ENGINEERING CONSTRUCTION ZONE "X,AE" AS DEPICTED ON FLOOD STANDARDS, THEN SELECT THE APPLICABLE DETAILS. INSURANCE RATE MAP NO. 12103CO128G, 25. ALL BACKFILL OVER ANY PIPE (STORM SEWER, SANITARY SEWER, OR EFFECTIVE DATE SEPT. 3, 2003. WATERLINES) THAT IS INSTALLED UNDER ROADWAYS OR WITHIN THE EMBANKMENT 47. NO MATCH LINES ARE USED IN THE SET OF PLANS. CLOSE -UP DRAWINGS (30 15. STORMWATER MANAGEMENT: A STORMWATER MANAGEMENT SYSTEM OF THE ROADWAY, SHALL BE COMPACTED IN ACCORDANCE WITH FLORIDA D.O.T. SCALE) OVERLAP AT LINKS. WILL BE PROVIDED BY UTILIZING STANDARD SPECIFICATIONS, SEC11ON 125 -8.3, LATEST EDITION. 48. CONTRACTOR TO PROVIDE TRAFFIC BARRICADES AT ALL STREET CLOSINGS AND PONDS THROUGHOUT THE SITE DISCHARGING TO THE EXISTING 26. TOPOGRAPHIC INFORMATION BASED UPON SURVEY PREPARED BY SUNCOAST TRAFFIC CONTROL DEVISES IF NECESSARY TO MAINTAIN PROPER TRAFFIC DITCH AND TO THE BAY. LAND SURVEYING, INC. CIRCULATION. 16. THERE ARE NO ANIMAL SENSITIVE ENVIRONMENTAL AREAS ON THIS SITE. 27. SPECIAL CARE IS TO BE TAKEN SO THAT PROTECTED TREES REMAIN UNHARMED 49. PER CITY OF CLEARWATER A 25' DRAINAGE EASEMENT FROM EACH SIDE OF DURING CONSTRUCTION. IN ANY EVENT, NO TREE(S) SHALL BE REMOVED UNLESS THE DITCH TOP OF BANK MUST BE PROVIDED. 17. BASE FLOOD ELEVATION FOR THE SITE IS 9.0 FT. DESIGNATED FOR REMOVAL ON THE PLANS. 50. PRIOR TO INSTALLATION OF THE FILTER MEDIA, THE CONTRACTOR SHALL SUBMIT 18. BUILDING HEIGHT: 82 FT 28. INDEX NUMBERS REFER TO FLORIDA DEPARTMENT OF TRANSPORTATION ROAD A CERTIFIED TEST OF THE MEDIA TO THE PROFESSIONAL ENGINEER AND THE DESIGN STANDARDS, LATEST EDITION. DISTRICT. THE TEST SHALL ADDRESS THE FOLLOWING PARAMETERS: UNIFORMITY 19. AVERAGE GRADE OF SITE: ELEV 12 COEFFICIENT, EFFECTIVE GRAIN SIZE, SIEVE ANALYSIS, PERCENT SILTS, CLAYS AND 30. ALL SODDING, SEEDING AND MULCHING SHALL INCLUDE WATERING AND ORGANIC MATTER, AND PERMEABILITY TESTING (CONSTANT HEAD). IF TESTING FERTILIZATION AND CONTRACTOR SHALL BE IN ACCORDANCE WITH CITY OF INDICATES THE ACTUAL PERMEABILITY RATE IS LESS THAN THE VALUE SPECIFIED IN CLEARWATER LAND DEVELOPMENT CODE AND SHALL BE RESPONSIBLE FOR THE PERMITTED DESIGN, A PERMIT MODIFICATION WILL BE REQUIRED TO LENGTHEN MAINTAINING THESE AREAS UP TO AND INCLUDING THE INITIAL MOWING. THE EFFLUENT FILTRATION SYSTEM. THE CONTRACTOR SHALL ALSO NOTIFY THE SURFACE WATER REGULATION MANAGER, TAMPA REGULATION DEPARTMENT, AT 31. INSTALL BENDS ON WATER MAINS AS NECESSARY IN ORDER TO AVOID LEAST 48 HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION OF THE EFFLUENT CONFLICT(S) WITH PROPOSED OR EXISTING FACILITIES. FILTRATION SYSTEM, SO THAT DISTRICT STAFF MAY OBSERVE THIS CONSTRUCTION ACTIVITY. ORIGINAL RECEIVED OCT 15 2000 PLANNING, DEPARTMENT CITY OF CLEARWATER P-II F. I• \non7F \non -)c \ nnnn\ \'AVPy L/131 3fAVCV: IVIOn, IU/IJ/U0 -J:U /p I'LUI ILU: Mon, BY: JUN 4 L W three 4040 N. Central Expwy I Dallas, Texas 1 214.559.4080 1 214.559.0990 sulte200 75204 telephone facsimile Greystone Communities SantaFe HealthCare 5,R' D r { n n W � 0 V C/v// Eng/neer/ng Transportation Env /ronmente/ • P/enn/ng 380 Park Place Boulevard, Suite 300 Clearwater, Florida, 33759 www.tbegroup.com - 800.861.8314 License No. 3843 _a E ..I E U. U � a, L L > 4-) JCD cz � S.. a� U c CZ ® Q Q I PROJECT NO.: 07024 DATE: October 15, 2008 SEAL: - kIC ryan L. Zarl ga;:i?E FL Reg. No. 52167 OWNER: BVG Aquisition, Inc. PHASE: 100% CONSTRUCTION DOCUMENTS SHEET DESCRIPTION: INDEX OF DRAWINGS/ GENERAL NOTES (1) SHEET NUMBER: G1.01 EASEMENT LIST 5. rights, if any, of the public to use as a public beach or recreational area, any part of the land lying between the body of water abutting said burl described in Schedule A and the natural line of vegetation, bluff, extreme high water line or other apparent boundary separating the publicly used area from the upland private area, and any right of access thereto. Applies and Affects subject property, nothing to plot. 7. Any claim to any portion of the land described in Schedule A which lies below the mean high water line of Tampa Bay and other adjacent waters, If any. Applies and Affects subject property, nothing to plot. 8 As to any portion of the premises herein described which is (a) submerged land or is (b) artificially filled in land, artificially exposed land, or any land accreted thereto, in what was formerly navigable waters, this Commitment or Policy is subject to the right of the United States government arising by reason of its control over navigable waters in the interest of navigation and commerce. Applies and Affects subject property, nothing to plot. 9. Easement(s) granted to the City of Clearwater recorded July 2, 1963, in Official Records Book 1712, Page 345, of the Public Records of Pinellas County, Florida. Applies and Affects subject property as shown. 10 Easement(s) granted to the City of Clearwater recorded July 18, 1963, in Official Records Book 1721, Page 715, of the Public Records of Pinellas County, Florida. Does not Apply or Affect subject property. 11 Declaration of Easement recorded October 5, 1964, in Official Records Book 2014, Page 702, of the Public Records of Pinellas County, Florida. Applies and Affects subject property as shown. 12 Easement(s) granted to the City of Clearwater recorded June 16, 1965, in Official Records Book 2174, Page 498, of the Public Records of Pinellas County, Florida. Applies and Affects subject property, blanket in nature. 13 Easement(s) granted to the City of Clearwater recorded September 9, 1965, in Official Records Book 2224, Page 664, of the Public Records of Pinellas County, Florida. Applies and Affects subject property, blanket in nature. 14 Easement(s) granted to Florida Power and Light Company recorded October 22, 1965, in Official Records Book 2252, Page 636, of the Public Records of Pinellas County, Florida. Applies and Affects subject property, blanket in nature. 15 Easement(s) granted to Florida Power Corporation recorded July 12, 1966, in Official Records Book 2419, Page 280, of the Public Records of Pinellas County, Florida. Applies and Affects subject property, blanket in nature. 16 Easement(s) granted to Florida Power Corporation recorded November 14, 1973, in Official Records Book 4103, Page 53, of the Public Records of Pinellas County, Florida. Applies and Affects subject property, blanket in nature. 17 Easement(s) granted to the City of Clearwater recorded July 15, 1975 in Official Records Book 4309, Page 63, of the Public Records of Pinellas County, Florida. Applies and Affects subject property as shown. 18 Terms, covenants, conditions and other matte contnine4 in the Cable Lease Agreement recorded January 6, 1984, in Official Records Book 5677, Page 101, of the Public Records of Pinellas County, Florida. Applies and Affects subject property, blanket in nature. 19 Terms, covenants, conditions and other matters contained in the Regulatory Agreement recorded November 3, 1986, in Official Records Book 6352, Page 159, of the Public Records of Pinellas County, Florida. Not a survey matter 20 Easement(s) granted to Florida Power Corporation recorded December 1, 1995 in Official Records Book 9180, Page 511, of the Public Records of Pinellas County, Florida. Applies and Affects subject property, blanket in nature. 21 Easement(s) granted to the City of Clearwater recorded December 14, 1985, in Official Records Book 9192, Page 2174, of the Public Records of Pinellas County, Florida. Applies and Affects subject property as shown. 22 Easement(s) granted to the City of Clearwater recorded August 21, 1996 in Official Records Book 9440, Page 506, of the Public Records of Pinellas County, Florida. Applies and Affects subject property. blanket in nature. 23 Terms, covenants, conditions, easement(s) and other matters contained in the Declaration of Non — Exclusive Easements and Maintenance Agreement recorded October 1, 2001, in Official Records Book 11602, Page 1568, of the Public Records of Pinellas County, Florida. Applies and Affects subject property as shown 24 Terms, covenants, conditions, easement(s) and other matters contained in the Declaration of Non — Exclusive Cross Access Easements and Maintenance Agreement recorded February 8, 2002, in Official Records Bock 11831, Page 868, of the Public Records of Pinellas County, Florida. Applies and Affects subject property, blanket in nature. 25 Terms, covenants, conditions am) other not contained in the Easement Agreement recorded May 28, 2002, in Official Records Book 12023, Page 1386, of the Public Records of Pinellas County, Florida. Applies and Affects subject property as shown 27 Easements as disclosed by document recorded December 27, 1967, In Official Records Book 2741, Page 742, of the Public Records of Pinellas County, Florida. Applies and Affects subject property as shown CITY OF CLEARWATER RIGHT -OF- WAY CONSTRUCTION NOTES: 1. ALL PROPOSED WORK MUST COMPLY WITH FDOT INDEX NO. 700, LATEST EDITION. 2. ALL RIGHT —OF —WAY INSTALLATIONS WILL BE IN ACCORDANCE WITH PRACTICES REFERENCED IN THE STATE OF FLORIDA UTILITIES ACCOMMODATIONS MANUAL 3. ALL DESIGN AND CONSTRUCTION MUST CONFORM TO THE MINIMUM STANDARDS SET DOWN IN CITY OF CLEARWATER LAND DEVELOPMENT CODE, TRAFFIC ENGINEERING, AND /OR RELATED ORDINANCES 4. SIGNS AND BARRICADES TO BE ACCORDING TO FDOT MANUAL OF SAFE PRACTICES, REFERENCE FDOT INDEX NOS. 600 THRU 650 AND 17349 PER ROADWAY AND TRAFFIC DESIGN STANDARDS LATEST EDITION. A MAINTENANCE OF TRAFFIC PLAN MUST BE SUBMITTED AND APPROVED BY THE CITY OF CLEARWATER TRAFFIC ENGINEERING DEPARTMENT PRIOR TO THE COMMENCEMENT OF CONSTRUCTION WHENEVER ONE OR MORE OF THE FOLLOWING CONDITIONS ARE MET: A. STREET IS CLOSED TO THRU— TRAFFIC FOR PERIODS EXCEEDING 15 MINUTES B. ONE PHYSICAL LANE SUPPORTS 2 —WAY TRAFFIC MOVEMENT C. TRAFFIC LANE(S) NORMALLY DESIGNATED TO HANDLE MOVEMENT IN ONE DIRECTION ARE BEING RECHANNELLED TO ACCOMMODATE AN OPPOSING MOVEMENT 5. CONTRACTOR TO PROVIDE MAINTENANCE OF TRAFFIC PLAN IN ACCORDANCE WITH FDOT INDEX NOS. 620, 621 (2006 EDITION); "TWO —LANE, TWO —WAY URBAN DAY OR NIGHT OPERATIONS "; ALL WORK SHALL TAKE PLACE BETWEEN 9:00 PM AND 6:00 AM. 6. PLACE EXPANSION JOINTS WHERE 4 AND 6 INCH SIDEWALKS ABUT. 7. DISTURBED AREA WITHIN THE RIGHT —OF —WAY WILL BE COMPACTED TO 100% OF THE MAXIMUM DENSITY AND SODDED. B. COMPACTION FOR PIPE BACKFILL SHALL COMPLY WITH AASHTO T -99 (1007.) 9. EXISTING ROADWAY PAVEMENT IS NOT TO BE OPEN CUT OR DISTURBED, UNLESS OTHERWISE APPROVED. 10. THE CONSTRUCTION OF PAVEMENT WITHIN CITY OF CLEARWATER RIGHT —OF —WAY MUST MEET THE FOLLOWING CRITERIA: ASPHALTIC CONCRETE: S -1 (2 "), BASE: 8" COMPACTED TO 987. MAXIMUM DENSITY AS DETERMINED BY AASHTO T -180, SUBBASE: 12" TO LBR 40 FII F• J• \ngn ?F \n ?n ?Fnn) nn\ ArAn\ A_\ SITE DEMOLITION NOTES 1. CONTRACTOR TO DEMOLISH AND REMOVE ALL IMPROVEMENTS WITHIN LIMITS OF DEMOLITION SHOWN UNLESS OTHERWISE NOTED. 2. CONTRACTOR TO ESTABLISH AND PROPERLY FLAG PROPERTY LINES PRIOR TO DEMOLITION. 3. ALL ABOVE AND BELOW GROUND HARDWARE, EQUIPMENT AND MATERIAL TO BE DISPOSED OF IN ACCORDANCE WITH CITY OF CLEARWATER REQUIREMENTS. 4. INFORMATION TAKEN FROM BOUNDARY AND TOPOGRAPHIC SURVEY PREPARED BY SUNCOAST LAND SURVEYING, INC. DATED 8/01/05. 5. UTILITIES TO BE PLUGGED SHALL BE FILLED WITH A MINIMUM 1.0 CUBIC FT. OF NON SHRINK GROUT OR AS OTHERWISE APPROVED BY ENGINEER. 6. TREES SHOWN TO REMAIN SHALL MAINTAIN PROTECTIVE BARRIERS DURING DEMOLITION. THESE BARRIERS SHALL BE IN ACCORDANCE WITH CURRENT CITY OF CLEARWATER STANDARDS. 7. THE CONTRACTOR SHALL COORDINATE THE REMOVAL OF EXISTING UTILITIES WITH THE OWNER OF SAID UTILITY. THIS SHALL INCLUDE BUT NOT BE LIMITED TO WATER, SEWER, GAS, CABLE TV, POWER AND TELEPHONE. 8. THE CONTRACTOR SHALL PROVIDE COST ALLOWANCE FOR RELOCATION OF ANY UTILITIES DUE TO THE CONSTRUCTION OF THIS PROJECT. 9. THE CONTRACTOR SHALL UTILIZE SUITABLE EROSION CONTROL DURING DEMOLITION, SEE GENERAL NOTES SHEETS. 10. THE CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES PRIOR TO DEMOLITION AND WILL BE RESPONSIBLE FOR THE DAMAGE OF ANY ON —SITE OR OFF —SITE UTILITIES THAT ARE NOT A PART OF THIS PROJECT OR ARE NOT IDENTIFIED TO BE REMOVED. 11. THE CONTRACTOR SHALL BARRICADE THE SITE AND CONTROL TRAFFIC PER CURRENT FDOT TRAFFIC CONTROL STANDARDS. 12. ALL UTILITY POLE RELOCATIONS TO BE COORDINATED WITH THE OWNERS OF SUCH FACILITIES AS —NOTED ON DRAWINGS. THE POLE RELOCATIONS WILL ACCOMMODATE THE PROPOSED SIDEWALK AND /OR DRIVE APRON(S) INSTALLATION WITHIN THE RIGHT —OF —WAYS OF THE ADJACENT STREETS. CITY REQUIRES A 2 —FT. HORIZONTAL CLEARANCE FROM EDGE OF SIDEWALK TO ANY VERTICAL OBSTRUCTION. 13. ALL UNUSED DRIVE APRONS AND /OR PARKING SURFACES ARE TO BE REMOVED IN ITS ENTIRETY, BY THE CONTRACTOR. THE RIGHT —OF— WAYS) ARE TO BE RESTORED WITH NEW SIDEWALK AND SOD AS REQUIRED. 14. ALL UNUSED DRIVE APRONS AND /OR PARKING SURFACES ARE TO BE REMOVED IN ITS ENTIRETY, BY THE CONTRACTOR, AT THE OWNERS EXPENSE. THE RIGHT —OF— WAYS) ARE TO BE RE— GRADED TO MATCH PRIOR GRADES, AND SOD IS TO BE PLACED AND MAINTAINED UNTIL ESTABLISHED. 15. ALL SOD, SIDEWALK, CURB AND SPRINKLER DAMAGE, IF ANY, WITHIN THE RIGHT —OF —WAY SHALL BE REPAIRED /REPLACED BY THE CONTRACTOR PRIOR TO ENGINEERING FINAL INSPECTION. 16. SITE CONTRACTOR RESPONSIBLE FOR TREE REMOVAL FEE THAT WILL BE ASSESSED ONCE THE NUMBER OF TREES REMOVED IS DETERMINED. TRAFFIC CONTROL /MOT DOTES 1. THE CONTRACTOR HAS THE OPTION TO PREPARE AND SUBMIT A TRAFFIC CONTROL PLAN FOR FDOT AND THE CITY OF CLEARWATER TO REVIEW AND APPROVE. 2. THE CONTRACTOR SHALL INSTALL ALL TRAFFIC CONTROL DEVICES PRIOR TO COMMENCING CONSTRUCTION. 3. THE CONTRACTOR SHALL COORDINATE THE LOCATION OF ALL TRAFFIC SIGNS AND BARRICADES WITH PINELLAS COUNTY AND THE CITY OF CLEARWATER, AND FDOT PRIOR TO INSTALLING. 4. THE CONTRACTOR SHALL NOTIFY THE CITY OF CLEARWATER PUBLIC WORKS OFFICE, PINELLAS COUNTY RIGHT —OF —WAY, THE FIRE DEPARTMENT, THE POLICE DEPARTMENT ALL GOVERNMENTAL TRAFFIC DEPARTMENTS, AND ANY ADJACENT BUSINESSES PRIOR TO ANY STREET BEING CLOSED OR MADE IMPASSABLE. 5. THE CONTRACTOR SHALL PROVIDE TEMPORARY GRADE TRANSITIONS DURING CONSTRUCTION TO ALLOW VEHICULAR ACCESS TO ADJACENT RESIDENTS, BUSINESS OWNERS, ETC. AS NECESSARY TO PROVIDE ACCESS TO GOVERNMENT AND EMERGENCY VEHICLES. 6. THE CONTRACTOR SHALL PROVIDE THREE (3) PROJECT IDENTIFICATION SIGNS FOR THE DURATION OF CONSTRUCTION. THE MESSAGE SHALL BE COORDINATED WITH THE CITY OF CLEARWATER, PINELLAS COUNTY, AND FDOT TRAFFIC DEPARTMENTS. 7. SIGNS & BARRICADES SHALL BE IN ACCORDANCE WITH THE U.S. DEPARTMENT OF TRANSPORTATION'S "MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES" AND THE FDOT "ROADWAY AND TRAFFIC DESIGN STANDARDS" INDEXES 600 THRU 670 (LATEST EDITION 8. MAINTENANCE OF TRAFFIC FOR THE WORK TO BE PERFORMED WITHIN THE FLORIDA DEPARTMENT OF TRANPORTATION RIGHT —OF —WAY IS TO BE IN ACCORDANCE WITH STANDARD INDEX NOS. 600,622,623, & 660 (2006 EDITION). NO LANE CLOSURES ARE PERMITTED WITHOUT PRIOR APPROVAL HAVING BEEN OBTAINED FROM THE FDOT INSPECTOR. 9. CONTRACTOR TO REFER TO FDOT INDEX NO. 660 (2007 EDITION) FOR ALL MOT PLANS REGARDING PEDESTRIAN CONTROL FOR SIDEWALK CLOSURES. 10. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN A SAFE AND EASILY ACCESSIBLE PAVED OR UNPAVED PATHWAY FOR PEDESTRIAN TRAFFIC THROUGH THE WORK ZONE FOR THE DURATION OF THE PROJECT. IF THE PATHWAY LIES ALONG A DESIGNATED SCHOOL ROUTE, THEN THE CONTRACTOR MUST PROVIDE ADEQUATE SUPERVISION AND /OR GUIDANCE TO THE SCHOOL AGED STUDENTS AS THEY TRAVERSE THRU THE WORK ZONE. 11. THE CONTRACTOR SHALL BE REQUIRED TO NOTIFY THE FOLLOWING AGENCIES FOR ANY LANE CLOSURES ON AN ARTERIAL OR COLLECTOR ROADWAY THAT WOULD EXCEED ONE HOUR IN LENGTH. A) PINELLAS COUNTY SHERIFF'S OFFICE (727) 582 -6177. B) PINELLAS COUNTY TRANSIT AUTHORITY (727) 530 -9921. C) PINELLAS COUNTY SCHOOL TRANSPORTATION (727) 547 -7294. D) EMS & FIRE ADMINISTRATION (727) 583 -2000. E) UNITED STATES POST OFFICE LOCAL BRANCH (1 -800) 275 -8777. F) THE MOTORING PUBLIC BY MEDIA OUTLETS. 12. DUE TO HEAVY VOLUMES OF TRAFFIC, ALL WORK WITHIN FDOT RIGHT —OF —WAY SHALL BE BETWEEN 9:00 PM AND 6:00 AM. • -- - - V • \li \-- ---- -- vi - VYv ) L/ ,J I )/-\ V LV. IVI VI I, I V/ [,)/ VU —J. U / N rLU I I CU: IVIOn, I U/ 101 UO —J: I Lp 1S T: JUI-- SUPPLY � WHEELS I EROSION AND SILTATION CONTROL 1. GENERAL: ALL EROSION AND SILTATION CONTROL METHODS SHALL BE IMPLEMENTED PRIOR TO THE START OF CONSTRUCTION. DURING CONSTRUCTION, DENUDED AREAS SHALL BE COVERED BY MULCHES SUCH AS STRAW, HAY AND FILTER FABRIC. ALL STORM SEWER INLETS IN THE VICINITY OF THE PROJECT SHALL BE PROTECTED BY SEDIMENT TRAPS OR HAY BALES. THESE SHALL BE MAINTAINED AND MODIFIED DURING THE CONSTRUCTION PROCESS TO MINIMIZE DOWNSTREAM SILTATION. WHEN CONSTRUCTION IS COMPLETED, DETENTION AREAS WILL BE RESHAPED, CLEANED OF SILT, MUD AND DEBRIS, AND BE RE— SODDED TO PROPERLY DETAIN THE INTENDED STORM QUANTITIES. 2. PROTECTION AND STABILIZATION OF ON —SITE SOIL STOCKPILES: FILL MATERIAL STOCKPILES SHALL BE PROTECTED AT ALL TIMES BY ON —SITE DRAINAGE CONTROLS WHICH PREVENT EROSION OF THE STOCKPILED MATERIAL. CONTROL OF DUST FROM SUCH STOCKPILES MAY BE REQUIRED, DEPENDING UPON THEIR LOCATION AND THE EXPECTED LENGTH OF TiME THE STOCKPILES WILL BE PRESENT. IN NO CASE SHALL ANY UNSTOCKPILED MATERIAL REMAIN AFTER THIRTY (30) CALENDAR DAYS. 3. PROTECTION OF EXISTING STORM SEWER SYSTEMS: DURING CONSTRUCTION, ALL STORM SEWER INLETS IN THE VICINITY OF THE PROJECT SHALL BE PROTECTED BY SEDIMENT TRAPS SUCH AS SECURED HAY BALES, SOD, STONE, ETC., WHICH SHALL BE MAINTAINED AND MODIFIED AS REQUIRED BY CONSTRUCTION PROGRESS, AND WHICH MUST BE APPROVED BY THE ENGINEER BEFORE INSTALLATION. 4. SEDIMENT TRAPPING MEASURES: SEDIMENT BASINS AND TRAPS, PERIMETER BERMS, SEDIMENT BARRIERS, VEGETATIVE BUFFERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT AND /OR PREVENT THE TRANSPORT OF SEDIMENT ONTO ADJACENT PROPERTIES, OR INTO EXISTING BODIES OF WATER, MUST BE INSTALLED, CONSTRUCTED OR, IN THE CASE OF VEGETATIVE BUFFERS, PROTECTED FROM DISTURBANCE, AS A FIRST STEP IN THE LAND ALTERATION PROCESS. SUCH SYSTEMS SHALL BE FULLY OPERATIVE BEFORE ANY OTHER DISTURBANCE OF THE SITE BEGINS. EARTHEN STRUCTURES INCLUDING BUT NOT LIMITED TO BERMS, EARTH FILTERS, DAMS OR DIKES SHALL BE STABILIZED AND PROTECTED FROM DRAINAGE DAMAGE OR EROSION WITHIN ONE WEEK OF INSTALLATION. 5. SWALES, DITCHES AND CHANNELS: ALL SWAILES, DITCHES AND CHANNELS LEADING FROM THE SITE SHALL BE SODDED WITHIN THREE (3) DAYS OF EXCAVATION. 6. UNDERGROUND UTILITY CONSTRUCTION: THE CONSTRUCTION OF UNDERGROUND U11UTY LINES AND OTHER STRUCTURES SHALL BE DONE IN ACCORDANCE WITH THE FOLLOWING STANDARDS: A. NO MORE THAN 500 LINEAR FEET OF TRENCH SHALL BE OPEN AT ANY ONE TIME; B. WHEREVER CONSISTENT WITH SAFETY AND SPACE CONSIDERATION, EXCAVATED MATERIAL SHALL BE CAST TO THE UPHILL SIDE OF TRENCHES. TRENCH MATERIAL SHALL NOT BE CAST INTO OR ONTO THE SLOPE OF ANY STREAM, CHANNEL, ROAD DITCH OR WATERWAY. 7. MAINTENANCE: ALL EROSION AND SILTATION CONTROL DEVICES SHALL BE CHECKED REGULARLY, ESPECIALLY AFTER EACH RAINFALL AND WILL BE CLEANED OUT AND /OR REPAIRED AS REQUIRED. 8. EROSION AND SILTATION CONTROL SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 102, 103 AND 104 OF THE FDOT, "ROADWAY AND TRAFFIC DESIGN STANDARDS ". 9. REQUIRED EROSION CONTROL MEASURES MUST REMAIN INTACT THROUGHOUT CONSTRUCTION. ENCROACHMENT INTO OR FAILURE MAINTAIN THESE EROSION CONTROL MEASURES CAN RESULT IN ENFORCEMENT ACTION WHICH MAY INCLUDE CITATIONS AND /OR PERMIT REVOCATION. 10. THE CONTRACTOR SHALL BECOME FAMILIAR WITH AND COMPLY WITH ALL REQUIREMENTS OF THE EPA NPDES PERMIT FOR THIS PROJECT. THE CONTRACTOR SHALL COMFLY WITH THE STORMWATER POLLUTION PREVENTION PLAN OF BOTH ON —SITE ANN-OFF—SITE IMPROVEMENTS. A SIGNED COPY OF THE STORMWATER POLLUTION PREVENTION PLAN IS TO BE KEPT ON THE PROJECT PREMISES AT ALL TIMES. DIVERSION RIDGE REQUIRED WHERE GRADE EXCEEDS 2% GREp,SER _ n°sooe,. 2 %� —_ EXISTING PAVED ROADWAY SECTION A —A SPILLWAY FILTER FABRIC 0WE ilk I .T FENCE, -D METHODS gOFF TO BASIN NOTE: 1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS —OF —WAY. THIS MAY REQUIRE TOP DRESSING REPAIR AND /OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO PUBLIC RIGHT —OF —WAY. 3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. TEMPORARY CONSTRUCTION ACCESS DETAIL N.T.S. 12' MIN 18 OZ NYLON REINFORCED PVC FABRIC (300 PSI TEST) MEN I�FLOIIIW��I I FLOW Iy�,1�.., I PLAN IDOWNSLOPE POST (OPTIONS: 2"x4" OR 2 -1/2" MIN DIA WOOD; STEEL • 2"x2" WOOD STAKES WIRE OR NYLON 2 PER BALE BOUND BALES r EXISTING GRADE SECTION ANGLE FIRST STAKE TOWARD PREVIOUSLY LAID EROSION CONTROL BARRIER EROSION CONTROL DETAIL SCALE: N.T.S. SHORE LINE OR TOE OF SLOPE LIMITS OF CONSTRUCTION OR DRAIN LINE OUTFALL TURBIDITY BARRIER WORK AREA AT SHORE UNE OR CREEK o� ~SHORE LINE . 1 . LEGEND �_ ® DREDGE OR FILL AREA STREAM OR TIDAL MOORING BUOY W/ ANCHOR ANCHOR CREEK FLOW(S) { BARRIER MOVEMENT DUE a TO CURRENT ACTION STRUCTURE ALIGNMENT PILE LOCATIONS WORK AREA OFF SHORE UNE WAVE ACTION NOTES 1. CURTAIN TO REACH THE BOTTOM UP TO DEPTHS OF 10'. 2 PANELS ARE TO BE USED FOR DEPTHS GREATER THAN 10' UNLESS SPECIAL DEPTH CURTAINS SPECIFICALLY ARE CALLED FOR IN THE PLANS OR AS DIRECTED BY THE ENGINEER. 2. COMPONENTS OF TYPES I AND TYPES II MAY BE SIMILAR OR IDENTICAL TO PROPIERTARY DESIGNS. ANY INFRINGEMENT OF THE DESIGNER SHALL BE THE SOLE RESPONSIBILITY OF THE USER. SUBSTITUTIONS FOR TYPES I AND /OR TYPE II SHALL BE AS APPROVED BY THE ENGINEER. 3. TURBIDITY BARRIERS SHALL BE USED IN ALL PERMANENT BODIES OF WATER REGARDLESS OF WATER DEPTH. 4. NUMBER AND SPACING OF ANCHORS DEPENDENT ON CURRENT VELOCITIES. 5. DEPLOYMENT OF BARRIER AROUND PILE LOCATIONS MAY VERY TO ACCOMMODATE CONSTRUCTION OPERATIONS. 6. NAVIGATION MAY REQUIRE SEGMENTING BARRIER DURING CONSTRUCTION ACTIVITIES 7. FOR ADDITIONAL INFORMATION, SEE SECTION 104 OF THE STANDARD FDOT SPECIFICATIONS. FLOATING TURBIDITY BARRIER DETAIL NTS TESTING REQUIREMENTS CONTRACTOR IS REQUIRED TO PROVIDE ALL TESTING IN ACCORDANCE WITH LATEST EDITION OF CITY OF CLEARWATER AND FOOT DESIGN MANUALS AND SPECIFICATIONS, IN ADDITION TO THOSE STATED WITHIN THE CONSTRUCTION DOCUMENTS AND SPECIFICATIONS FOR THIS PROJECT. TESTING TO INCLUDE, BUT NOT LIMITED TO ALL REQUIRED COMPACTION TESTING, BORINGS, ASPHALT GRADATION, EXTRACTION TESTS, CORES, AND CONCRETE TESTING, ETC. FDOT REQUIREMENTS 1. ALL REFERENCES TO THE FDOT STANDARD INDEX REFLECT THE LATEST EDITION. FUGITIVE DUST CONTROL NOTE THE CONTRACTOR SHALL TAKE ALL REASONABLE MEANS TO ELIMINATE THE TRANSPORT OF DUST FROM THE PROJECT SITE. SPECIAL MEASURES, SUCH AS PERIODICALLY APPLYING WATER TO THE WORK SITE TO PREVENT DUST SHALL BE INCORPORATED INTO THE CONTRACTORS WORK PLAN. CC48 HO URS BEFORE DIGGING CALL SUNSHINE" s0'0 -x.32 -x.770 ORIGINAL RECEIVED OCT 15 2000 PLANNING DEPARTMENT CITY OF CLEARWATER th r 4", 4040 N. Central Expwy I Dallas, Texas 214.559.4080 1 214.559.0990 suite 200 75204 telephone facsimile Greystone Communities SantaFe HealthCare D D c�remo Clvli Engineering • Transportation Env/ronmentai • Planning 380 Park Place Boulevard, Suite 300 Clearwater, Florida, 33759 www.tbegroup.com — 800.861.8314 License No. 3843 p 1 c.� E J E LL mv .� LLI '-J J o U) C c Cz ® W a r PROJECT NO.: 07024 DATE: October 15, 2008 SEAL: 1,6,,,�.,, v ; .� Bryan L. Za rl n a,� P E FL Reg. No. 52167 OWNER: BVG Aquisition, Inc. PHASE: 100% CONSTRUCTION DOCUMENTS SHEET DESCRIPTION: GENERAL NOTES (2) SHEET NUMBER: G1.02 (,n (-n � J �- CO --"� ., ,�,A I Sljf1 / / N 4- - ") 01;� // _Z�15 91-0e KEY MAP I , 30' U-N 7,5 , �,/ 0 /.?/ / / j / \\ 1�1 \,Zl C�lt . _,,��, .5;�'� __ I N, �1 It ��I� 4, .0/ DEMOLITION AREA (TO BE REMOVED) NTS 60 ,_ -::e , 6u, /I I I -, � I .0/ / / / / r, �-�,_ • I . 116-- O/ �- - -�_�_ t 9"ai", . I Co L'er Cq)P - / / I - _ - . 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A - --A / I ; / , I NST \ � 7 __ I I / " �� ,,,, I - - __� - �\ \ 14e % �, / I I ill , . - ,j. \ n?ngR\ ngn?Rnn? nn\ A rAn\ \ , MUNN"6i6� I1111111111111111 / ,/� , . 4( N 11 ,o,., 1.� - ae . ` t �2. 1 /?()/ . in b, .I ,,,, , LEGEND ■1■1■111111111■1111111■ SITE BOUNDARY LINE EROSION CONTROL/SILT FENCE -- EXISTING EDGE OF PAVEMENT MES R/W PGD 'b 1\19 + I — — — — —X —X— MITERED END SECTION RIGHT OF WAY PAVING, GRADING & DRAINAGE EXISTING ELEVATION EXISTING EDGE OF PAVEMENT TO BE REMOVED EXISTING FENCE TO BE REMOVED I \ - - \----I \-------- • %,I " "v I __ v"_. yy�. \I, \-J'-JI J,J1 VU-J, \.)U[J FL\J I I LU. IVIUII, I U/ lj/uo-j: I ffp n T: our I three - ' 4040N. Central Expwy 1 I Dallas, Texas 1 214.559.4080 1 214.559.0990 sulte200 75204 1 telephone I facsimlle Greystone Communities SantaFe HealthCare � 1p I 0 , GROUP 01vil Enolneering • Transportatlon Envlronmental • Planning 380 Park Place Boulevard, Suite 300 , Clearwater, Florida, 33759 www.tbegroup.com - 800.861.8314 License No. 3843 1 - - - I - - - , I , . I'll � . - - - • I I = � >" = I � I - - = I I F - - = 'Mj E UL. M C-5 L.q - I I - _j (a - I - - . I ._ice- 8 - .- 3: 1 •= CD U) (10 -1 I Q) (1) ILL � , M U 4" - C= - _ M � CD - CO < I - - - - - I I . � I I - - I 11 - . � - I - - - . - I PROJECT NO.: 1 07024 DATE: October 15, 2008 SEAL: � , ;110#po , ,,,, , I I ....... __ ,,I • , : I to a . • 0 e.- - . " , , . . '. I,- , \ . . ", I , . Bryan L. Z - nqa.. PE-. • 1-- %4 .1.1 le '114'' ') "', " , FL Reg. No. 5216 . 0 I OWNER: . BVG Aquisition, Inc. PHASE: 100% CONSTRUCTION DOCUMENTS SHEET DESCRIPTION: . DEMOLITION & EROSION CONTROL PLAN (A) SHEET NUMBER: • . SC2.01 NOTES: LEGEND 1. 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Central Expwy I Dallas, Texas 1 214.559.4080 1 214.559.0990 sulte200 75204 telephone facsimile Greystone Communities SantaFe HealthCare GROUP Clvll Engineering • Transportatlon Environmental • Planning 380 Park Place Boulevard, Suite 300 Clearwater, Florida, 33759 www.tbegroup.com - 800.861.8314 License No. 3843 13 - C E M O 0 L ( --J T__ •0 LL Cz C f� CD, in 0 PROJECT NO.: 07024 DATE: October 15, 2008 SEAL: Milff l4l,�d / , r`,� O U) 7 `J Bryan L. Zar a a•,.PE'. FL Reg. No. 521 ��'.L OWNER:, BVG Aquisition, Inc. PHASE: 100% CONSTRUCTION DOCUMENTS SHEET DESCRIPTION: DEMOLITION & EROSION CONTROL PLAN (B) SHEET NUMBER: SC2.02 1 30' 1 iU? 1 "• � N - ,_Z, KEY MAP NTS LEGEND — • • • - SITE BOUNDARY LINE ■IIIIIIIIIIIIIIIIIIIIIIIIIIIIIII■ EROSION CONTROL/SILT FENCE MES R/W PGD ,0,`•"' i — — -- -X X— EXISTING - -X—X- EXISTING EDGE OF PAVEMENT MITERED END SECTION RIGHT OF WAY PAVING, GRADING & DRAINAGE EXISTING ELEVATION _'� ,).- / I lit . . 4, 0 1 1 " , Ul � . __ I - � . 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GROUP CIM11 Englheerlbg • Transportation Environmental • Planing 380 Park Place Boulevard, Suite 300 Clearwater, Florida, 33759 www.tbegroup.com - 800.861.8314 License No. 3843 1 - - I - � 13- - I V , , I, 1 - " , .` 1i - , , � - ". - . - - I I I I -11 - I - - r I _>_ = , = I < I = I - - ' E ._J I I I - E LL I . 0 1 C0 I C-5 - = L:11 - � Q) 1 1 1 - � I _j M � I : " M 0 ' = W M - , (2) - CD LL_ � M U +- � , = I Cz - (0- I C/) - - < I - - I - - - I - - I , - I I - - - I - - PROJECT NO.: 07024 1 DATE: October 15, 2008 SEAL: - .ilfffjs,. I I I (� A �- % ' � .. . . I I * 11 . , ! ;_ . (Q, � '� 1� . , 11 I 1�11 C, I _. I ,� 1. - - . ` Bryan L. Za ke ' * ' epy' 'd-P.E. ' �q "It!r., FL Reg. No. 52 . 167 I . 111,,'. � OWNER: BVG Aquisition, Inc. I PHASE: 100% CONSTRUCTION DOCUMENTS SHEET DESCRIPTION: . DEMOLITION & EROSION CONTROL PLAN (C) SHEET NUMBER: . 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ALL BUILDING WITHIN SHADED AREA TO BE REMOVED, ALONG WITH UTILITIES AND SERVICES, EXCEPT WHERE NOTED THROUGHOUT THE PLAN EXISTING CONCRETE FLUME, e L U 7 L C)-J. . . I " 11 I " - SET. :�L7 133 fcc):j - �111 Z� hr (TO BE q4# -\7 Ap 1//1 2_7. Z�� ' / / 1?' j 42 SF OF TEMPORARY RELOCATION SEE LANDSCAPE PLANS (Q. 6"k PORA'RY 2. FOR TREE REMOVAL AND RELOCA L 0 WETLAND IMPACT at& h V v- 10.27 0/ 0� in INSTALL FLOATING 0 % ,vim �a 3. PORTIONS OF ROADWAY NOT TO BE REALIGNED ARE TO BE REPAIRED 0/ 401f, _� e flume ' 0 AND RESURFACED. !20_JLC_ 0 C/dy G Vt r-411 *TURBIDITY BARRIER 0 A r cy414 11,J' .0101 FROM THE SWFWMD. CONTACT BILLY PERMENTER 813-985-7481 X 2064. t: 41P Y BALES MUST BE INSTALLED tl, i , 0; O\ LICENSED WELL DRILLER. CONTRACTOR TO OBTAIN A WELL ABANDONMENT 0 r (b 4. WELL(S) TO BE REMOVED MUST BE ABANDONED AND CAPPED BY A co ro i 0 \,, \ �t, kvolr "4v/ / 1 , / \ , II 3�c , �\ r < >rJ, 00 5. TURBIDITY BARRIERS AND/OR STAKED HA AROUND THE STORM PIPE REMOVAL AREA AND MUST BE MAINTAINED Z� Ato �e ;0k, DURING CONSTRUCTION. WITHIN 48 HOURS OF CONSTRUCTION OF THE 100, 40- C', 1/1 0,0,o le OUTFACE STRUCTURE AND REMOVAL OF THE EXISTING PIPES, ALL 0 --tw- e� lo, .11 0, 10, , I 6 DISTURBED SOIL WITHIN THE WETLAND AND BUFFER WILL BE 1000, SODDED/SEEDED AS NEEDED TO STABILIZE. 100, 0, �0_ e,7 �rl 'o, \_j IN A je 451 10, h 6. CONTRACTOR TO PROVIDE FUNCTIONING WATER HOSE TO CLEAN TRUCK TIRES EXITING THE SITE. OX 3 C. OP 110o, -A- 26. \,.\ J, Y 0001 f / % EROSION +\ '10� t rs I! NW3,q Ma CONTROL �A(6, L 'MEASUW,.\,-, 49W CONsfkLjc1TCk! b �'_ IIIIIIIIN '� , 'N �7- k lev i 4r OCT 15 2000 A "4"1., Tk'NCEAND\X EN 7- • _8& WASH OWN �R� N_ PLANNING DEPARTM�Nr Wall A) _J )j CITY OF CLMWATER �4 4 < 0, 7 0, '0 01 /,o* �\o 40* Al fl"., % F11 F- I- \nqn?r,\n,)n?F,00,) n()\ A(An\,4, no a n n 1) Bann _j... I n(--r A % I I \ • -j \- - - - - - -- - ". - I . - "'J � I _Irl V L-Li. 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PHASE: 100% CONSTRUCTION DOCUMENTS SHEET DESCRIPTION: DEMOLITION & EROSION CONTROL PLAN (D) SHEET NUMBER: SC2.04 30' KEY MAP NTS r LEGEND • • • SITE BOUNDARY LINE ■1 ■111010101 ■1■ EROSION CONTROL /SILT FENCE -- --- -- - -- EXISTING EDGE OF PAVEMENT MES MITERED END SECTION R/W RIGHT OF WAY PGD PAVING, GRADING & DRAINAGE "t1 EXISTING ELEVATION — — — EXISTING EDGE OF PAVEMENT, TO BE REMOVED —X—X— EXISTING FENCE TO BE REMOVED DEMOLITION AREA (TO BE REMOVED) NOTES: 1. ALL BUILDING WITHIN SHADED AREA TO BE REMOVED, ALONG WITH U11LITES AND SERVICES, EXCEPT WHERE NOTED THROUGHOUT THE PLAN SET. 2. FOR TREE REMOVAL AND RELOCATION SEE LANDSCAPE ' PLANS (L). 3. PORTIONS OF ROADWAY NOT TO BE REALIGNED ARE TO BE REPAIRED AND RESURFACED. FILE: J: \ 02026\ 02026002.00 \ACRD \dwn \020?F;nn9 —Mnp ri,,, I AST go\vP-n• MI—i np /-I z /nQ z. nn of n n i, -7 In C-3 �- , C r,., - . ✓ - - - - —_ . .. - • - _/ . _/ __ ... .._r , �.. i , "i. ,I vi , i v/ I ./ vv .J. 1 .JF U I . 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( ORIGINAL .• %tAl n 5.00 RECENED �Y G OCT 15 •`' S 2 PLANNING DggXRTk NT \. , / • • • S CITY OF CC WATER ?OAIC three 4040 N. Central Expwy I Dallas, Texas 1 214.559.4080 1 214.559.0990 suite 200 75204 1 telephone I facsimile Greystone Communities SantaFe HealthCare GROUP Clvll EnglneeNng • Transportation Environmental • Planing 380 Park Place Boulevard, Suite 300 Clearwater, Florida, 33759 www.tbegroup.com - 800.861.8314 License No. 3843 A� 0- c E LL 0 ' U c LU ? C u- `z U Cz C3 "' o; 0 PROJECT NO.: 07024 DATE: October 15, 2008 SEAL: Bryan L. Zar 11a 1Q YE FL Reg. No. 5216 OWNER: BVG Aquisition, Inc. PHASE: 100% CONSTRUCTION DOCUMENTS SHEET DESCRIPTION: DEMOLITION & EROSION CONTROL - PLAN (E) SHEET NUMBER: SC2.05 1,.,.. / D `\ o� n II / h ins' SF,' �.ig ENTRANCE \ � �"/ i o i /�"\ \ spy, `!? WASH :DOWN , % f' \. / 2 � �t OVA / '000 it v 7 >r I tij ' /rll/ / / \ \� Ar �. ® \ /. / / \ )I o1 /cn; i FLOATING ��•. -'/ 0 �,� ,� ;,TURBIDITY, `/ �/ '\ ° \�1 r _ r BARRIER 1 t/71,12 / /O •�` // /.� \ `�\ �' j� ifory 'i` ' (TYP) h0 ^�/ ✓" / ®y% $ fhV or, , 1 d• / \\ `� yL�/ o {/ /q� N.F8.63 h% ./ vary �� ;' // � _ �� ' II vvv /i/ ®/ �'. ��s �, � ; -' ; _ , - r ,;- -- •J o� \4, - AZI 6� / / , I t f •i r 1 I N ('0 ,g- 05 5�`s , .'.III_ / o / 'V \ r _, I o Cry ' •' ERQ' ['ON' � 0' `L ' ? Ih / / / •' \ \ �� n J I rn �o �COfV ROL `I � / /� / �/ // / ;.� j I �4 ?6r, `Mf�, URE �� \d22�� A!`7� /I // I \, I .� ti ��`� � :�> / •'ir'. � � v' t � .\ /� / / / ; - / / /'' I I � l � F/ C'017,' / ® / 1 DOUBLE ROW ,` /, // \ fl �•21a�V \`. /�/ /'u / i ''�� 1 _ SILT FENCE I / yvrd steps Mew (TYP) / top otlroln /% . `� \ Iln / / /' > '� ( ! } • r T pq�INtFP �r "t1 �. / /� / / � 67/; �nhro4t 918 \ \� Oft fp ' % / / % / _ / ��f��'R� i�/'t' 1 I ,' 1 rr Jd , �_' lop D 0. 51(0 f t1 „ ' � u � Ile 4q"* Z/1 '05 W X / / / U /" , I / / , ( - d M, EROSION hro t 93 � \� / '�� \ CONTROL Inv E a \ 'a _ //: N• v v MEASURE s. v v� �,o / 1 Ile \ / / 00, is mho sfe 4/r� /�/, / .11"� 3 , ; Y� \\ o � �`'l/ •�.,-� � Son 11 {r � ' ,%' , , \ ` 11 II �• / \� / / r�M �tO� a {,J i / . r onlfo / / i �� rn� S p S / N ' i, i'`fie / / /� I I /' , \ \ �c /1 �ofo of •4 S /1/7 � �' 143 ��,� //� ; %A� /�� ' i ��'>ti r/� ce9 top 00 loll 'y \\ I /�/5 / °' , %'\ : /n�. , 9 . ham, - t,. / pvc -- _ = -- - ' -, -- ; -•'_7 , - �J e . r /nnv ,y 'k ? 040/ i \�• r` j _J,. ; - -�,'- — t ,. — - -..._. 30 clay 30° clay l i / �� /' / ,' ,c •�.� -- - , f'; INSTALL DOUBLE \ „•, cIa// r SILT FENCE �' `>ti.l I jnn7 , s � ~ �1 { EXISTING 18" CMP PIPE \ 1 / / �/��► /OVA.` j�- 50� �j ,�>v I'l /av 'ye- ,9- l� �✓ -11 l� �� y i ;u� 1 • (TO BE REMOVED) r�'?'tory I: / / ' /'� 1 ` �. x`1786 \' - �, ! ti b'v 1 s z 4r I° i / % . 9`�' �` o• 6 -� I r \ �° 'A, �� ` I � INSTALL FLOATING TURBIDITY si "✓ ® / _\�j �•� ><o� .��, 1'� 9 \ o� / ;� ��' \:`' . f }` BARRIER Ne � j\ a� ) O�c� �� \ C'' y / \ / / \ \ .7s�, j, /� � •�, --15 025. Via, 0., o use` 42 SF OF TEMPORARY WETLAND IMPACT INSTALL DOUBLE •oJ' i _ _ - - _ - - % . SILT FENCE �Z t�• j , 8o C, s � i - t DOUBLE ROW 60' SILT FENCE 1.2.1 4 (TYP) /;,, ✓, �. •�s,1 _, , � t• / I, � _I (,� I', _I -�-'I- Aso _t�_ . -_- __ --_ -- ; _ ._. _ ___ ._ .. -L �� r.y\ � , ` "' - _ %' _ -- —_ _�" ^' - — _�.. c^,;h.f'! -� �_ ` - • i ) n — — - - -- — f ... __... . -- — — - - -- -- 5692252 W J14.15 S69-21 '23 "VV 3 14-28 Jam. \I n7nnG\ nnnnc nnn nn\ n n n n\ _i_. _.\ - -- r, --rr. \ \-- -- - ------ \uvv j rolvr.UWY t-M31 D/AvCU; VVeU, UO/ IJIUO —J: UUp I-LU I ILU: Mon, IU/ 1.5 /Ub —.5: I!Dp ICY: JUH LEGEND ■I■InInI■InI ■I■ MES R/W PGD I —X —X— KEY MAP NTS SITE BOUNDARY LINE EROSION CONTROL /SILT FENCE EXISTING EDGE OF PAVEMENT MITERED END SECTION RIGHT OF WAY PAVING, GRADING & DRAINAGE EXISTING ELEVATION EXISTING EDGE OF PAVEMENT TO BE REMOVED EXISTING FENCE TO BE REMOVED DEMOLITION AREA (TO BE REMOVED) NOTES: 1. ALL BUILDING WITHIN SHADED AREA TO BE REMOVED, ALONG WITH UTILITES AND SERVICES, EXCEPT WHERE NOTED THROUGHOUT THE PLAN SET. 2. FOR TREE REMOVAL AND RELOCATION SEE LANDSCAPE PLANS (L). 30' 3. PORTIONS OF ROADWAY NOT TO BE REALIGNED ARE TO BE REPAIRED AND RESURFACED. 4. CONTRACTOR TO PROVIDE FUNCTIONING WATER HOSE TO CLEAN TRUCK TIRES EXITING THE SITE. ORIGINAL RECEIVED OCT 15 2000 PLANNING 06PARTMENT CITY OF CLEARWATER three 4040N. Central Expwy I Dallas, Texas 1 214.559.4080 1 214.559.0990 suite 200 75204 1 telephone I facslmlle Greystone Communities SantaFe HealthCare GROUP Clvll Englneering • Transportadon Environmental • Planning 380 Park Place Boulevard, Suite 300 Clearwater, Florida, 33759 www.tbegroup.com — 800.861.8314 License No. 3843 U a E E U_ L1L1 C. CD c LU J � L Cn E U Cz 0 t» PROJECT NO.: 07024 DATE: October 15, 2008 SEAL: Cj 1\ to 0 Bryan L. Za r ga,. PE FL Reg. No. 5216 Lf 'f..�.J OWNER: BVG Aquisition, Inc. PHASE: 100% CONSTRUCTION DOCUMENTS SHEET DESCRIPTION: DEMOLITION & EROSION CONTROL PLAN (F) SHEET NUMBER: SC2.06 •••\ �� •' !� `I�T�.;, �,• IJJk% 'S/`" `�Q ©y I �rlc'�a,.� \4 y/� ! �'_" "~�+ 41 i �i1 ',j� 't \, «�•�\� \ \t�� <�\-trtti�c\-��- , ro,� i� t 1 t �`' -a5 t� � r /� °£' ;rto d 1 1 � �• �� /� «� 71.11'9' I , � .CTi'B y ,I I IOJ It t � m �. Z c . x m o > �••� �/ it ' C' `• s 19'6 -Oil '= G ur ' 3J �rn It' n ± � � f t>t'm c /� \ � \` - - � S J � ++� I , xt ` p , ila ' ' i %� j / cn .J ` \\ / f1� I ' r l }, .: .{'JUCJ�PLU ,t.JOis -! I - It ! e C"� �� 1 '�� •. •,'. •',':•�;.'' ''tz �f'" �11 �•t, .�C��j, y�•r•2� f I 1 °lo u �� 1 ••''1.\ r•• '°' - 'II � , 1 I l ti cnt / • - r rP •r�'' �D �''�G'a °o c �, 1� � \ �a / :�0•"\..� / �L.r.� .�,� x ✓ x l 1 5 ,, I:- ]i �{ o.,;�,,\'\_L'. n l/ 1 1/ t I I l I` � �ro r t \ <:,::>.`sh �r d,� ,,\ � .. ��1 >7 �� -.., 4 �.�/ . �� ,/ ,�,- ' t��;..rJ .} BUILDING TO BE REMOVED (TYP) �'''; ,;: � \:. >:..��,Q/ \ .._ �w ,�(n rl�rr t� •yam A �.� ��' \ \ { ;% � '� � � +� ,. 1 ! � r }�; I� I ► , � t >\ 1 -�Q „hl )G }'\ \ c,,},Cr•- ,`\ \ � 7.1 7' -') F` � �' ,1 � ,\••t 4 �'�••':•- �•''•� � � >7 'P L=,�wu 50 �}` L, U , \ \}} /} ,�.\ ' , \\ YO . . - .. \, :. • y �� c l '( c•{. 'Jil F` J ' o � � �rV / \ � t (J --- �•--- -_____ r 1 •'1 JI� ► � w�) r�;'�, SANITARY SEWER � �y r : � ,�� / � �: • • �: � �� ' t � M e r�' � � � di \` \\ t• ?`\ .•; -� �/� \ V f(,i p'•''•' , \ c�,,� t it 4c\ � I ••�,,v'J ,{i`} / tI (t •� -t,. / 1 tr 'to 'si U. '�' \l: -'i \1 \ �I I I,�r � � k / 7 i TO BE REMOVED (TYP) ,. \ ��, \'� ,? �� 1T �� , �� r� \f �� ``� / /�, ✓. �, �� i t � \\ • ,t • P RR h_ =� ``.w/ I Y( - II • I r`� `" \ /( 1�.� �iir[ tl � �' � � ,t, tll �\�_ � 1 \ ,\ t d 1 t IE� "_9 ► // // NOTES: 1.,,, ,.tY ;� \ „r' :•::, Fj - � � 1 I� � \ , � f,- � �� .� r I • i�� /\ � f \ \ :�� !I� � 1 i, �� t >i?�� ,••.,� :t' O f'ii %d '.Y �Vl'VI t�• Vy / � J �,ry�, c -. +c n ry •` \ i �r - rl� c, ,, \, \ t - � 1 t r! }• � �- ..•-�/ i U= •t,..;4.; ``�'4i \Y'• r r \\ ± \\ r/ '��`•j'...,/ .•'. 1• � �.�.�• ^, .'• '.:•.\ 'n�LLLLLLL�t! / 1)111 y�� i�wr�� \\ \ ?b `37 3jr.Y � 1 ti Y +1 �, G7w,� �, ,,yl -, f CO 1. AFTER INSTALLING EROSION CONTROL MEASURES WATER LINE .. •/ .�: ' �5 0 � •'- _ „' ,IY� / �.,�C / _ °� � t `I ',',, -'w,, `, - ;r (; ' I '; °� -,_. � ; \ / � /'•- •. �ll'�'J^"' I • y ' . ,/ ,� o � LI,� ' \ \\� o. �i m 9 x [� I Ji Q� Il \ +l '; f 1 1 r > ,-•� REMOVE BUILDINGS UTILITIES EMPHASIZED HERE. TO BE REMOVED TYP , %•/ f w_� • �'��\ ;: �`' ' - 1 yu' y u a� /"' i/1 \� ? °'rv'ft' - 4� ' 1 ( ) '' � C'•- �. i' if I � ,R \ \n t -r• t ' / tS Q°iA � dt \ \ • n` I (1 /�'' \ \ 'zi � 'Zl � 't;j l `t): {, r 4 tt\ + +` f. trt,( tp 11 Ili I r LP3.l' I I n „�" \\.c�,• ,1f1yr' `��. ►' ..P \ �Jj \ / ' I / +�I�lf ��r +t\ !a,- ��t.,n - ' � / % Pi' �C\/ , � - 1, �..�, r -'r y..•= , > b} . Y'\ y' • `` •,� --_. %`'_ fr f'I t `�� r 2. UTILITIES CONSTRUCTION SEQUENCE &DEMO 9 r /,..� \ \ \\ �';�:'$' °'��:''' '�\ �, yt �1 � 0•�'tr'_,•� \��t w•1'; � � /--`--- --' - -- � __ t- ='-�� c r \,, � �.,.:; z�{ `3a ti,b M, 1 1 „I� a , i , / -��`• SIDEWALK AND PARKING � "'• '� /�- / \ � r-\ 1--� -- �'- '•��1 -' �•' 1� r/ r i •c; • (�: �. ',•' / > l 1 6 v, /, s n4 � �/ ..I- 'T�T�r7 / - L - -_ ,,, PLANS TO BE COORDINATED WITH ENGINEER PRIOR � ,�'�� ?� •, �•', /� ,:: � \\ �, 4J' ,, � _.� �,,.. � 8g0� 611�p,��\ ly�/ �c�� ' , ,1 �' r ,}� \' .t ,��' ,I I ► ��• TO BE REMOVED (TYP) � r `: � �, �" [A N° y � � I I I \'? �• • -� _`" -__ �J1 r.�G+) �• � 6 .� _ -,/ , I r,-�';' �ry ©•.,; a TO START. � - � � .. 111 t +�; zrj,. a � i \ / \ . � •,W�or // //� t".. r ; ,S 0 aot ,a '/' , r �..,� t� A� _ / \ \ , ty\•. / > �I J- N"" �p*+,{'Ip°P•' yl r r rsv_ --- � J Tv ,tl I�.r `d` \.,• ;• / /, \ (, i � i\ \ \ � % 1� )� I} � ,.. \// << r�� If // � J I I 1 r J 1, " ,t „': ,,;'a �,y v /,� R ,�\ \ \\u �'•�: � // c(I !) �I 1 i �•'+ ml� � / � \ •C' =- \ r J �j i�” y_' '`•, �J J s" l�o`1y11� R'• %). r i� � In 1 /•; I ' '�� A4 ��J \ \ -. a+_: ;\ N 11} � rr- I J P•, \,1 �•�!' �' /' rr� r r -�1' �� f rJ � •Y R; tJ f � i \ ! / "'!•`•ir t\ s r ��„ \: r' • v J y I il �/ � o � � >J {t ,�- > r' ,1 , I 1 [ � , r-�. � �� .� ,`N' •� '',� '•. x! 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No. 52167 OWNER: BVG'Aquisition, Inc. PHASE:100% CONSTRUCTION DOCUMENTS SHEET DESCRIPTION: CONSTRUCTION SEQUENCE (3) - UTILITY DEMOLITION SHEET NUMBER: SC2.11 E LL - -O 0 a� Qj Cis C-), cn PROJECT NO.: 07024 DATE: October 15, 2008 SEAL: - Bryan L. Z n a,:�:' FL Reg. No. 52167 OWNER: BVG'Aquisition, Inc. PHASE:100% CONSTRUCTION DOCUMENTS SHEET DESCRIPTION: CONSTRUCTION SEQUENCE (3) - UTILITY DEMOLITION SHEET NUMBER: SC2.11 rILC. J: \VLVLOVVL.VV \Ml,/HU \aW9 \I,VNJ I— Z:)LW— Z)N0.aWg LAb I JAVLU: Ihu, U / /1U /Ud -9: 2Ua HLO IIED:, Mon,- 10/13/08 -3: 20p BY: JDP three 4040 N. a 200 Expwy I Dallas, as 12 4.559o� 1 1 214.559.0990 u 75204 Greystone Communities SantaFe HealthCare GROUP Clvll Englneering • Transportadon Environmental • Plenning 380 Park Place Boulevard, Suite 300 Clearwater, Florida,, 33759 - www.tbegroup.com — 800.861.8314 License No. 3843 �• c Q -. E J Cn ca c �- = c .1C" PROJECT NO.: 07024 DATE: October 15, 2008 SEAL: fV. ' cV 1t n IT Bryan L. Za r �a� ; PE" FL Reg. 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(PAINTED MARKINGS) O PROPOSED, STREET LIGHT . 31 PROPOSED BOLLARD LIGHT 6 HANDICAP PARKING PROPOSED CURB TYPE 'D' • • • PROPERTY LINE - 80' --- ---- ---- --- EXISTING EDGE' OF- PAVEMENT SETBACK LINE RETAINING WALL - - .. - - . PROPOSED CONCRETE , EXISTING CONCRETE - , - ' - PROPOSED ASPHALT PAVEMENT. - , (LIGHT DUTY - SEE DETAIL . ,'.;�: E;4s.(, =' "l PROPOSED ASPHALT PAVEMENT - =';,r;r,:. ; HEAVY U Y - S - - D T EE DETAIL ( ) 1-- - - - - -- FEMA FLOOD ZONE LINE . SITE PLAN NOTES: 1. ALL DIMENSIONS SHOWN ARE TO FACE OF CURB. 2. EXISTING IMPROVEMENTS SHOWN -ARE TAKEN FROM BOUNDARY- & TOPOGRAPHIC SURVEY PREPARED . BY SUNCOAST LAND SURVEYING. 3. BUILDING" -AND SIDEWALK DIMENSIONS ARE TO OUTSIDE EDGE, OF STRUCTURE -ABOVE GROUND. . 4. ALL TIES TO THE PROPERTY LINE ARE BASED ON THE BOUNDARY & TOPOGRAPHIC SURVEY.. - 5. INSTALL ISOLATION JOINTS WHERE EDGE OF ASPHALT PAVEMENT ABUTS CONCRETE DRIVEWAYS; ALONG EDGE OF CURB LINES .11 ABUIiING CONCRETE PAVEMENT; ALONG EDGE OF - SIDEWALKS - ABUTTING CONCRETE' PAVEMENT; AROUND ALL STORM INLETS, MANHOLES, VALVE BOXES AND BOLLARDS" (ABOVE GROUND APPURTENANCES. COORDINATE W/ ARCHITECTURAL PLANS FOR ISOLATION - JOINTS ADJACENT-TO BUILDING EDGES. 6. SEE GENERAL NOTE SHEET FOR MAINTENANCE OF TRAFFIC NOTES. 7. ALL MECHANICAL EQUIPMENT SHALL BE SCREENED IN ACCORDANCE WITH CITY OF CLEARWATER REQUIREMENTS. -8. SITE CONTRACTOR TO SUBMIT FIVE (5) COPIES OF AS- BUILTS THAT ARE SIGNED AND SEALED- BY A PROFESSIONAL ENGINEER REG. IN THE STATE OF FLORIDA PRIOR TO ANY C.O. BEING ISSUED. ' PUBLIC WORKS/ ENGINEERING TO FIELD - INSPECT AS- BUILTS FOR ACCURACY. 9. SITE CONTRACTOR, TO SCHEDULE`. A PRE -SITE INSPECTION _ PRIOR TO ISSUANCE OF A BUILDING PERMIT. CALL THE ENGINEERING CONSTRUCTION INSPECTIONS FIELD OFFICE- AT 727 - 462 -6126. TO SCHEDULE "AN APPOINTMENT. - 10. SITE CONTRACTOR: ANY /ALL EASEMENTS) SHALL BE OBTAINED (RECORDED) PRIOR TO A C.O. BEING ISSUED FOR THE BUILDING(S). PLEASE CONTACT EARL BARRETT, REAL ESTATE SERVICES MANAGER • AT 727- 562 -4794 FOR INFORMATION NEEDED TO OBTAIN SUCH- , EASEMENT(S). - - 11. SITE CONTRACTOR-TO, PROVIDE RECORDED NOTICE OF COMMENCEMENT PRIOR ' TO ISSUANCE OF PERMIT. 12. SITE NOTES, APPLY TO -ALL, SHEETS WHERE- `APPLICABLE. 13.. BASE FLOOD , ELEVATION ' FOR THE SITE IS' 9.0 FT. . - . - ' - ' ORIGINAL RECEIVED - - OCT 15 2000 PLANNING DEPARTMENT - CITY OF CLEARWATER I KEY MAP NTS - • I AWI�_ I t hree . __ I o 4040 N. Expwy Dallas,Texas 1214.55ne80 1 214.559.0990 U � 200 I 75204 ho Greystone Communities SantaFe HealthCare 7.ffmir GROUP civa Engh7morko • Treneportet/on EftWonmenti/ • P/enfift 380 Park Place Boulevard. Suite 300 - Clearwater, Florida, 33759 - www.tbegroup.com — 800.861.8314 - License No. 3843 `` i-1 - " ii MM 0 C '' J M - I -= o .- ?: I .1 W L ii f Q CD CU L_ ,- Iiiiiiiiiiiiiiiiiiii CO !� - :< co - - - - PROJECT NO.: 07024 ' DATE: ' ' October 15, 2008 SEAL: , x's,n, t,4r1 77--l- NO e' t i� �'�1 C „a � �.... y;" / l� �/J : ' "� 0 [ 11" Bryan L. rf &fa, h,E 11 FL Reg. No. 52167'11. ti •'•... , , , t1 ,rr, / �,I , _ OWNER: BVG Aquisition, Inc. PHASE: 100% CONSTRUCTION DOCUMENTS SHEET DESCRIPTION: MASTER SITE PLAN - SHEET NUMBER: SC3.00 .., . `1T..,_ xJ , C.n U> ,,�. • -- 9roe e - /J7 /7 - - � W inv `�'>.0 ha /19 . S,y // 11 . �. I 01, 17 76 83 //i tI N CSn 'S s8 \,' % / rte. _ \,4 9� �6�J,, W 9rqte t // 1 / ' Q' � . � —_ — ` ` W3� �' top ¢ jlOt ii 11 I (R) F8_�-�_, $ 2 g ,► 6 � ,-,( 41 { , Y '' /I .. Q1 �, �-'�"/ —_ * / . / ____1 ,3�, ___ \\ , / tl : `! i l` \t > ' }' \' /��; . �,,, ,�<, i`T'i't) �:.� Q,`. e. • /., t• I- l.`.•l� I 0 1\ 1;\ ' . \- ti.-�• / (fl ,� • }. 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E: 1` 1,-.80 �\ �.\ \ \� `��.10' BUFFEf � z~- \BRIDGE EET -- �s'e � 2n I ;� °'�a l� 22 r•.;, 2 2 L ” )J i ,' ,� ?,si'CITYOF�CLE WA R, � ; '• �� \\ 9 \ Of 0 w i t5.;,`'. w.; . /'.' _ �� ! __ U ESQ. i �-► / / \oI /!� \\ o� ,\ e� QSt \ D ' _ y; • 7 x:.;,: tip: r ' ri ' <i';FI RE RifQUIREMENTS�- .�� ld�b �� \ \�° �o ° �' � 9r~ \\ \ �, �t4 (TYP)•, t / !PLeASE SEE INSPECTION =Y?rot %al �--,T- -� :; \\ o3 / REPORT & LETTER b �'= [1: w. tmTl llll W. Brat \\ a 8_Ir. �\ �� ' ro » \ �'7 `r o \ c, \\ 4F;tif s n r.F 10 ` e n / 'L \ o ' �Cc - y y `� / `� PREVIOUSLY PROVIDED. `grnts ' tam / ` tb�' ' �' ' o ' / \\ �' ' \ n \ t In �• 1 1 1 ,D 11, Q $ 4}.;,,s;•r Lt M r,.. "� / \ f� op -1 / 1 �� 4 �t 1 ottom 39 \ C' WO �" / o tto S71'19' W '2. // 'i'; 3.,'ti -�,. .`•: •difrh,'., )!•�" ,CJr / T, ` \1Z..62 '� \ d j �L 91 11 1 _ 1 /ri,., 1 - ,, p�•„ \ �l R35 > jas ,. ' ~'' <;.' ! / 1I ,t\• Qb: / ,SS., r,(1�'i. �� C'0 ,-1 � / / n 't FILF: & \n ?n ?F \ngngF;nn? nn\ Aran\ r`l1A1n\ n,)n7Fnn7 —tACD 4 1 ACT CA VCn. AA 1 n /•I z /nn n, rrr • , - - -- ,- -�, ------ �-- •••�• •. -•••y �••.+ ..,..�v. ,r,v,,, L..w l.J.I LvI ILV. Ivl V11, IV /IJ /VU —J. LIP DI. OL) l GUARD HOUSE 1 b' BUFFER PROPOSED. VEHICLE GATE t BATTERY BACKUP FOR FIRE USE 10' SETBACK I n 6' DECORATIVE FENCE ORIGINAL RECEIVED OCT 15 2000 PLANNING DEPARTMENT CITY OF CLEARWATER 'three 4040 N. Central Expwy I Dallas, Texas 1 214.559.4080 1 214.559.0990 suite 200 75204 telephone I facsimile Greystone Communities Santa Fe. HealthCare GROUP C /v// AVA9006419 • rMIMPortadon - E,7&* ftW#7&/ Plwnft 380 Park Place Boulevard, Suite 300 Clearwater, Florida, 33759 - www.tbegroup.com — 800.861.8314 License No. 3843 Q E J LL , tm Ll L� c J N L 1- C/, c� a) Q� j- `° U t� ON : Q PROJECT NO.: 07024 DATE. October 15, 2008. SEAL: %�gr..a.i•, en ,y� a Bryan L: Za y4r, PE, FL Reg. No. 52167,,4 OWNER: BVG Aquisition, Inc. PHASE: .100% CONSTRUCTION DOCUMENTS SHEET DESCRIPTION: SITE PLAN (B) SHEET NUMBER: SC3.02 30' KEY MAP NTS LEGEND TYP TYPICAL HC HANDICAP R RADIUS RAW RIGHT -OF -WAY ) # OF PARKING SPACES __0_ FLOW (PAINTED (PAINTED MARKINGS) O PROPOSED STREET LIGHT W PROPOSED BOLLARD LIGHT 6V HANDICAP PARKING PROPOSED CURB -TYPE 'D' ,n I j PROPERTY LINE • • • — A_ --- -- EXISTING EDGE OF PAVEMENT • SETBACK LINE RETAINING WALL •_ '= J PROPOSED CONCRETE L . EXISTING CONCRETE PROPOSED ASPHALT PAVEMENT ,'.f '• DUMPSTER AREA • ti - (LIGHT DUTY -SEE DETAIL) + �,• 1. PROPOSED ASPHALT PAVEMENT -" ' . 4' • , LOADING. 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Central Expwy I Dallas, Texas 1 214.559.4080 1 214.559.0990 sulte200 75204 telephone facsimlle Greystone Communities Santa Fe, HealthCare G R' O u P C/vll Engrrneerbo Tfanaportat/on Environmental • P /sM*W 380 Park Place- Boulevard,' Suite 300 Clearwater, Florida, 33759 www.tbegroup.com — 800.861.8314 License No. 3843' E U. o W U .�c> L U . .__I U) U_ Cz c 0 C/) PROJECT NO.: 07024 DATE: October 15, 2008 SEAL: 0 Bryan L. Zar eh §a'T FL Reg. No. 5216 OWNER: - BVG Aquisition, Inc. PHASE: 100% CONSTRUCTION, DOCUMENTS. 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(PAINTED MARKINGS) - •,i$ •ip�'„ •" ^. ., " :v -A.;- j � / /� l 1 r~ ` / .•i Q `TYP) f i O PROPOSED STREET LIGHT :'c •' 1 \ _r`` 1 " ;' ' it ,_f l PROPOSED BO LLARD LIGHT t' '..... ;, 1_ / ; L HANDICAP PARKING L_ � g ..`,it �`-�i'''s , �'�'�• ''�irj'`i Y;�.: ri' l f � ' '!,, f-•..1` r j/ I PROPOSED CURB 1, TYPE h. -1 /._ r i' `` , `� I .. PROPERTY LINE M a4 'a; J ,` : 1 -(` / o% l / a j - /_r f -, /_,r' i / l l __ EXISTING EDGE OF PAVEMENT ' ' : >,•;.- / f: / r / / / SETBACK LINE RETAINING WALL O 6 ?•; k -:S; .;,'X, j' /' !l-•�.,lj f' . -J it-": - • 15' i O ! Z_\ 10 SETBACK 10' BUFFER \ !� FF \� ELEV. ` �.`O, -No'` - 15.50 - VALLEY GUTTER,/ ( o ,_./ TRANSIT ON PER �%;5 / rl � •3 o ,:, .'`'': ? �� l CLWT AND X� N0: 1 -07,) a23 Jd�l ,' �J ,f. i - C, 41 �' ' TRANSFORMER . ,;,,4;.• �• ` = -- i - ` /i�& r i" rr`IQ / I .� IG� _ C _ v r / ='� _.i`,r / (TYP) � ., :: ` ( fig, -3 l '�. �. � I 1 -� _j ;L TYPE "D" / t ;.., a' ja;\f j••,•y. . K,. °. •.t`F'yi,-L... 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" -.•Q a, U) f Q W Cz U) PROJECT NO.: 07024 DATE: October 15, 2008 SEAL: J' Y 4Y n a • �� ,� 1^ , r Bryan L. Zarl FL Reg. No. 521670 OWNER: BVG'Aquisition, Inc. PHASE: 100 %o CONSTRUCTION DOCUMENTS SHEET DESCRIPTION: SITE FLAN (F) SHEET NUMBER: SC3.06 4 Y _... --, _ . ...—, , / —/ -- - L i w i i L�v. [VIVI i, i v/ I J/ VU —J: LLN D I : our- three: 4040 N.0 Central 2� Expwy I Da175204 as 121 telephone 80 1 214.5 9.0990 Greystone Communities SantaFe HealthCare. _I GROUP Cho Engboark8 Tioneportat/on Enwronmento/ • P /Mnkw 380 Park Place Boulevard. Suite 300 Clearwater, Florida, 33759 www.tbegroup.com — 800.861.8314 License No. 3843 LL -(M„o :C) :.m " L Lu J CD cz -�n fCs 4� = CIO Cy? U o PROJECT NO.: 07024 DATE: October 15, 2008 SEAL: B rya n L. Za r rya;. P E FL Reg: No: 52167? OWNER: BVG Aquisition, Inc. PHASE: 100% CONSTRUCTION DOCUMENTS SHEET DESCRIPTION: HORIZONTAL CONTROL PLAN SHEET NUMBER: SC3.07 I-01 - +g sploces I I HIC r HIC I/A =L4— -i U L 1 I I II it 0 0 II 6) pole f II flog p0l e 24'. o Cl PEDESTRIAN GATE C q:k < V < TYPE V CURB II r)° / C, 1 -inv 1. 1/2 -�>,\ � 0 C,1, pvc = 27.40 r V > (> H CO) 7' x 18', GUARD HOUSE -SWING GATE WITH KNox KEY SWITCH AND BATTERY BACKUP FOR FIRE USE ' 6' DECORATIVE FENCE GUARD HOUSE & SECURITY ENTRANCE GATE AT GULF TO BAY ENTRANCE 1. =,' 20' `SWING GATE P)o KNOX\ K AND BATTERY BACKUP, = -`�-N 147 > FOR FIRE USE -- zi '\Z 4 Q') 6' CHAINLINK /FENCE A 'A 4 +\ :5 -0 .4 C, % 0 6' .DECORATIVE --FENCE Q ` f f \ E) 4' D: .4 4 0 4 -4 SECURITY ENTRANCE GATE AT LOVING LANE & CROSS BLVD'. 1* = 20' 0 F11 F, . i. \ nqn?R\ nqn,)Pnn,) nn\ A (Ar)\ non,)r-nn,) 1` A TC- "J ..._ I A C- T C- A r- r'\ - I ,----- - --• -- \1 I - - \-- .j \-- --.vv- - , . - j - --I .� V Lw. 1 1 IU3 v / /IV /VU —.7. U F-LVIILU. 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I � / I - -,-�, -1, I -01 _ . -3 I I , � 11 / , / � . - I t-l. .- � ./ - „T, 9 ” I . 1%,'..' 1, / 11-1" .k. 00 dil I � FILF: j: \ o?ogF)\ n9n96nng nn\ A(-An\rllAtri\o?n,)r,r)n,?-KA('D ,4l., 1 ACT C -1 r\o /i -z /nn '7- Il- - I a -- ✓ \-------- .. .__- :; I \.1I __/ l,/,."_, ,../.z_z_v I LV 11LV. IvIvil, !V/1.)/kjo_j.z_jp oi. jur ■ 1 LEGEND_ - I - � . — • • • — - � - SITE BOUNDARY LINE • . - , - U I u I bl I 0 10 I W H I N I I I - I . 11 , EROSION CONTROL/SILT FENCE - . I . I - - I I I N — -- -- -- - EXISTING EDGE OF PAVEMENT . I I I I I ' I I -RETAINING' WALL - I I I • - I . . I I . -.d ST- . - I I -PROPOSED, STORM SEWER I • I I . . i - 1\�, .. � EXISTING ELEVATION - . _+ I I I I \73.88 ' - � - I PROPOSED EL TOC' . 73.33 PROPOSED EL EOP I I 80 0- - \,73.88 ' I - —1 PROPOSED EL EOP I 1 4 E I ' ' P- ROPOSI ED STORM STRUCTURE CTUI RE , - . - - - *_, � � L � I I STORM WATER FLOW ARROW I I I I I I I - � - . . I . - � � - PROPOSED CONCRETE I I � I - MEG . � I I L . I I MATCH EXIST. GRADE I I I I . I - . MES - - - I MITERED END SECTION I . I I I I L ' PAVING, GRADING AND, DRAINAGE NOTES: I . I . I - I I I ' I - 1. REFER. TO GENERAL NOTES FOR CONCRETE PIPE -MATERIAL , SPECIFICATIONS. - I I I - 1 2. ALL STORM STRUCTURES SHALL BE FINISH GROUTED TO INVERT , I ELEVATION. 11 I . I 3. THE CONTRACTOR SHALL-NOTIFY THE ENGI NEER OF RECORD 48 HOURS I . PRIOR TO COVERING -STORMWATER PIPING FO INSPECTION. I - - , I - I I I I I , 4. SEE GENERAL NOTES SHEET-FOR EROSION ,AND SILTATION CONTROL ALONG WITH GENERAL NOTES. I I I 1 I . I , 5. SEE SITE PLAN SHEET FOR SITE DATA. - I I I I - - I 1 6. SEE BOUNDARY & TOPOGRAPHIC SURVEY FOR TEMPORARY BENCH . - MARK (TBM) LOCATIONS. - I - . I - I I I I I . - I I 11. 7. THE CONTRACTOR SHALL MEET ALL APPLICABLE REQUIREMENTS . . - OUTLINED IN THE LATEST EDITION OF THE ACCESSIBILITY REQUIREMENTS , MANUAL PREPARED BY-THE FLORIDA BOARD 'OF BUILDING -CODES'AND - I I . STANDARDS. . . I I - 8. THE CONTRACTOR SHALL MEET ALL REQUIREMENTS FOR FDOT AND- THE � -THE CITY OF CLEARWATER WITH REGARD TO IMPROVEMENTS WITHIN THEIR I I - - RESPECTIVE RIGHTS -OF -WAY. -. , I I . - I ' - .1 I - I 9. ALL PVC STORM PIPE SHALL' COMPLY WITH AWWA C-7900, SDR 18.'' 11 , I I I 10. ALL DISTURBED 'AREAS WITHIN RIGHTS-OF-WAY TO BE SODDED '_ - I - I (REFER TO LANDSCAPE PLAN);' UNLESS, OTHERWISE .NOTED, (LE: DRIVEWAYS, SIDEWALKS, ETC. -I . - - . I ' - , I 11. ALL PROPOSED 'GRADES REPRESENT, FINISH PAVEMENT ELEVATIONS I I UNLESS OTHERWISE NOTED. - 1. I I ' . 12. A STORMWATER MANAGEMENT SYSTEM WILL BE PROVIDED BY - UTILIZING AN -INTERNAL PIPE COLLECTION SYSTEM AND' STORMWATER I DETENTION PONDS * WHICH - TREATS 1/2" OR' 3/4"OF RUNOFF OF THE I 11 PROPOSED PROJECT AREA PRIOR TO DISCHARGING TO TAMPA BAY. .- - I - . . , I I ' 13. CONTRACTOR TO, PROVIDE UNDERGROUND 4"' & 6" PVC PIPING FOR I I ALL DOWNSPOUTS AND ROOF LEADERS. FROM BUILDING AND' DISCHARGE I INTO STORMWATER POND. COORDINATE W/, ARCHITECTURAL PLANS FOR, , . LOCATION OF DOWNSPOUTS. . - , - . I I , I . I - 14. ALL PAVING, GRADING, AND DRAINAGE NOTES APPLY TO ALL - te ��__ - ,SHEETS WHERE APPLICABLE. � I � � . 11 . I.., I . _ I I . � I . I \ I N 1 =174' 15. ALL PERVIOUS GROUND SLOPES GREATER. THAN 4:1 TO BE 11 "*?+?. - 0, HE -I.: STABILIZED WITH PERMANENT -TURF, REINFORCEMENT MATS., I I I - • I I - - 16. CONTRACTOR .TO PROVIDE OVERLAPPING SOD SECTIONS AT ALL MITERED END SECTION LOCATIONS IN A -CONFIGURATION 'AS TO AVOID - . EROSION. , . I . . - - . . I - I - , . 17. ALL INLET STRUCTURE ELEVATIONS ARE AT GRATE. ALL GRADES AT VALLEY GUTTER (V.G.) ARE AT FLOW LINE. I I - I 1. � - ORIGINAL I RECEIVED - OCT - 15 2008 " PLANNING DEPARTMENT CITY OF CLEARWATER , I KEY MAP . NTS I - I I I I -AqW � , I I - - - . three• -- . I - I � I I I - , - � I I 4040N. Central Expwy I Dal as 1 214.559.4080 214.559.0"0 Suite= 75204 1 telephone I facsimlle I I - Greystone Communities- , I - I - - SantaFe HealthCare I � I I . � , I I - � G R 0 UP I I I ChYl . Enafteerh7o • rransportsdon EnvIronmental • P/mmft -, ' . 380 Park Place Boulevard, Suite 300 Clearwater, Florida, 33759 . www.tbegroup.com - 800.861.8314 License No. 3843 1 I I . I - - - , - , I I - - I I I- . I - � � I � , - - - I . I . I - - F. - - � - I I - i ' " - , - <-,-- E - . I � M - �' C-3 I � I - � I - - I . CD LU -1 - a - - . a) A-) , , I - - , m . . I I I- I '. i. I , - 3: . - - - , a L. — cu - (10 I I I Q) CD LL_ . _ - � cz u I - Cz � � I - C/3 � -_ I � - , . - I I - , - I I I - � - , . - - . . . I I 11.- - I , - . - - I � - -, - I � � 1 4 1 1 � - I I I I - . . - I � I I I � , - I I I I I I . I I . - I - PROJECT NO.; - 1 DATE: I October 15, 2008 L SEAL: , � I � . 1� I-t) I I I 0 t fill 0 " l".% - U3 I _� . " V k.. -, , Is, ,. ...-� , " r-4, - 1 17, 'R� I I G I . Ili Cr 1, I LLI -, : - , Wl_ ., I- (t, L I , W . - I Bryan L. Zar nea 01 I , PE' FL Reg. No. 52167 ' , '71 It. . ,,A; P., , •"••,.'•" - l, I 1/4, I & El ` . I I - OWNER: . I ' BVG Aquisition,, Inc. I PHASE: I 00% CONSTRUCTION I I . DOCUMENTS . SHEET DESCRIPTION: - MASTER PAVING, , I 'GRADING AND DRAINAGE PLAN I I I I I I SHEET NUMBER: � 1 4 . SC4.00 GRADING PLAN (A) STORM STRUCTURE DATA A -13 R -3 TYPE "4" CURB INLET I CONVERT INLET TO MANHOLE (4' DIA.) FDOT INDEX NO. 210 FDOT INDEX NO. 201 RIM = 26.71 RIM = 25.87 E.P. = 26.30 le n (18" rcp) = 19.27 IE E (18" RCP) = 21.6 IE W,SE (18" RCP) = 19.27 IE S (8" PVC) = 23.8 - FAIPRW�w TYPE "4" CURB INLET FDOT INDEX NO. 210 RIM = 26.21 E.P. = 25.80 IE NW (18" RCP) = 19.70 W1 MIM TYPE "4" CURB INLET FDOT INDEX NO. 210 RIM = 25.71 E.P. = 25.30 IE E (18" RCP) = 20.30 � - >l-A . .\ A- grgte C � o rir�- rrigri i (� ir, 21, pg h0 /e / / r 1 C? _1 -\_ 47 SK: o / , �: KEY MAP 30' v / / ll t "� �.`i N C�1 �� is 683 o�ote /� /et l 1 / - 1 '� �� o-Y _- inv 2SSf NTS /� ',�) \ ;1 /(i� ;� a _. , JC7 I �� of ((� a0'� S�' f 86 Jll �,�. . / /��'��y _.r\la, �`� CJ, �rQte \ Cd I X26.004 cOfer �c�p. / .- �� /s 'ems ' ^ ; / j, t i/1/ l '( - 2 ,� d // / �� 'x.� y »Q' _�_ °p �� et n II I ° 1 \ \c wj c / / , -�., _ J 7 pg• II II o °Apr \ °nc - - - 1 / ��lJ �� ^ ' • a • \ " - - J , . -'' � - ` -\ M II 11 t\• f xin C, ° \ op to / /et - /l �I / �/ P&3�_�,�, � %% _ \ 1`� ,`�, l 3(L J; ; / ! i cS� LS\ li II' c� r (r \ I pipe b IOCOti° \ i� t, S S O �.� \.� /'r'.� >•,_.. - -- I I ' ` end n \ lv 8 �l l _ _ - -\`-.' � \ " s � '/, , -y� • z' t .i/}, �, t Q i1 �. l - • v nW ;X156 83 / .� I 11 / ! 1 •' �' � St b \.. r-. _ ` 1.S' \, 1 S 1% #/ t� -•`_ . .-- \.``- �C`L \ \ �- --��. !'O� /et - / I , 7 alt ' I "` \ _''� (�3, j / `• f. / a4 ) �N / t L // / �i \ -_ ,' / \ 66„ \ \ /47 V S t 34 `` 1 I I • •• j l ) / / ,:�,, _ ;y c) }`I,C -; I� • - \' 1 1 �� / li J� C �j� *' C j r17p \ '- _ * l ( f if , ( } �' 1 • �•�\ \tip ) n�{i; . /,f \,��, 'S 0 �\ ° v \ 25. __ ' \_ _ v zv, , r` 3 g / �'" .4 / C`' /��, jl�,�•i• I / \ , `` '' iii), �'' �\ ', �\�`'�� }if�%/ %� ( i /'8 C� �_ ~`� ° "•,�•,�� C°nC� \ `/4 }�' r /\� '1(I`y \. 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II j r J " i = • 1 (� l< i% X• 1 1 11 , 213.00 - 4 -� \ \/ t29, \ U s3 \ \ . SRORM WATER POND �,n n"'h \ I \ � .... :� o 0 00 c� U 11 .i i x --11 \ � � � �..• `� - r \ 11 C;,� ' It 1 P i - -T t'' # 40015274.000 %L� /f 1 2 /- NP f `rtv ` I�'`' N``' ( , a ` 1 .• (� ° `>/ t1 ct 1t'1 1 B E DISTURBED 60 \� 1p N ►� Q o y l \..;k51. ' 3;. � / r% - ..` -••' •.� � ` -� ' -- _..•- / � � j N N I /\ --"� \ I / • f ` • '1 ��``'� \ • � ° • __ Y. J t11 ntt \ / �< C <` -`C<g• 1 1 e % �,, ,• z LEANOUT x : f =1 • �o ��\ ' r ¢ sfrUCt4 I E = 25.75 `?a -� yi o N Iv ` ti. �rL' EAN QU T� , �I�MI �I ti, 1 t Cj 1 �tt = i v s� J8 re 6,. �$ t (i _� O �O p o O :t, CIE_ = _Z,4�4, t - t ' 1. \ / 11 `'�•;�0 �o •� \ S,w `2028 G 1 " > 1'�, / - `- \_1 �� O. n_,...'r`e •.-. ,�•-\ _ '},r ` tt�, =�� 8 I4OA IDE !! x1 - 'Cj 18 6., pcpJ \\ R '� ( t3.(I eY` 6Q __ s pc opi UNDERDRAIN p0 o -- ,8. CL t t7: (c3 4. \` \1 s OJ )f s% �( N `\ 27 • c�0 I I J� j � ` . .) � 60 t, ttt � � \ C ��\ �, i� \\ /o\ Z G (l I 0(SEE DETA� " j 2oyi '8" UD. - j �, 1 ��.�o I E O- tj 1J •__ _. O f C. ) 1'�•� swm `\� A -7 � j ��'. - ---- �'<`r` �� • \\ \ / --' � \\ L\ C a � ` � � /` ti�'�•c � 28.00 � 1 \ 2 ' - ' 1� 5 90 � , , r "N •` ®, 0 � 3fO "i. � 5 a - o. •� t _ 2 CP 7 2 �� `'�• \IE - 2 .6 / 25.E A_8 0 i- 18 R 6•�5� � � a \ -� t\ .'\\ -- / �' � \ �,. �.< <c' „ I _ 11 I 'a, �, ;� \ � _ 8 -^•rte 27.0 y \ , \ \\ n _ UD SOLID UND oo 2 v OA WAY o d i�C� • y \\ N N . 26.60i \ N �\ \ � GIN J \\ ,/ ` -�u► \ u.•2g,10 0 Nu RS� 0� y� \\ •:�; O -- °,E \ 0_ -I,:, `� \:. 000 \�� -�; `r - 6.so BOAR ARM - "P/a stor o "26.10 8� Di p , , E'� soars ( ° r'r„ "' r,o :� EX' 'G �p �,>� �' o("� /?h.u_ 4.�0� -� -\ %nv S 2>;r �. G NN 26.00 V \ �"- N0� 5 i,P J O 'ol I � r ' ' ' � 'n v J \ ✓ \ iC \ �~ :\\ 31 • yy `� 0 5.00 33 , W . g5 °DO \ � , � ` \` , , \ � F •F � _ �7 � -� k, : 1 ° / N • � 2' 99 ; ' i s��° ° •, . 5.84 / \ 2NOUT 4P _ VC GRADING PLAN (C) STORM STRUCTURE DATA I I 24.3 6 ® 1.00% 7 Q � {, I X00 a CLEANOUT ^" / ► w / l .2 <;• 1 1 t O = \c \• C IE 24.8 -rte, s. 8'$0 ° _ / �zs:2 2a.s :r n.,, (SEE MEP 1' �' CONST TYPE V' INLET c \\\: \ .7 PLANS) \ CONST MANHOLE (4 DIA.) FDOT INDEX NO. 221 \ �`=' ' a , ��'' -� 8" ROADSIDE UNDERDRAIN,� "` - ° ,� .• y �° 25.84 FDOT INDEX NO. 201 GRATE = 24.5 0 0. �, �>' Y ^"~<� �c .•� ° / ). X90': ,.. 4 RIM = 26.48 " �) �� \ : u `` ° l ��{1. \$'.: `. 24.75 \ IE S (18 RCP) = 21.50 a \ u ti (SE�_DETA�L) J (, . P . - / ..;.. IE N (18 RCP) = 17.95 IE N & S (8 PVC) = 22.0 o° i1 • � y --� 1 I r 25:84 \ IE SW 18" RCP 17.95 _ �\ \\ _ , °• .: y °i' 24.16 �_ �' • \ �- --._ A 110 � ,- . 4• ?� O ,1 \ �: ;'� o CLEANOUT TEE ..;<. 16 /LF o- CONST TYPE C INLET W/ ALUM. GRATE �� \ CONST TYPE "V" INLET FDOT INDEX N0. 201 & 232 \\ °o IE = 22.16 ya ' \ �� l f ;` ;; -.,, . IN =, �.:,� -� >' sa„� " UD -2> cr 20.57 Yit FDOT INDEX NO. 221 GRATE = 24.50 I �- z �':,a y \ t -- 2 t, ,� GRATE = 25.0 IE S (18" PVC) = 22.3 j .It \�` r \ �, J : \' �; .uu_ 1 '• ' .. \ \ . _ \ TEE IE NE (18 RCP) = 18.53 1 3 o �\:r' ' \\ ,�� \. : , : h ` i oo_� \ \ \� IE =22.0 �� 25.86 IE SW (18 RCP) = 18.53 CY -3 0 ° o \.'1 \\' �. �� Y. ; ; : \\\ C _� :�'� \3� , 25.3 ti\ / �p(� '.:.• 0, I IE NE & W (8" PVC) = 22.6 " " "� oo' 6 00 CONST TYPE C INLET W/ ALUM. GRATE °� S�- \ \\ t' - ` °� 25. o L IE S 6 PVC = 20.40 FDOT INDEX N0. 201 & 232 %�/ �T % `. \ '64 ° �- / ( ) a' �: I ~ \ ` icLEANOUTJ a n I��N N \\ co / \ �O N NN NN 6" PVC f x N GRATE - 24.50 �y \ -- \�+�•- � •. - \ o IE 22.7 � �' - � - !- i � IE S (18" PVC) = 22.5 ° \ , \ \ \ °� ~a �'\' r' \ 2 / J o • $ 0 3.3 LF A -10 '\ I � r '� -- �' • . \ �, I C � \ '' �� '='t ~ ` ` � � ` • ° � `� � \`'l'7 0 / I N V CONST TYPE "V" INLET �� \ _ > _ - N� / \ _ _ 2040 FDOT INDEX N0. 221 \ �� INGRf� ti1c� ��, �yy' >y v \ 1 ; .x a \ " CONST MITERED END SECTION 4`; �y\ : �c� �s/ ¢� �� - \I 6 . i! "Y, ' : , / r �`:' -- - 6 PVC ,% r__ ,• GRATE = 24.4 FDOT INDEX N0. 272 �l t1; o� . \. �;: + 8�,"' GR� PC EASFM� CLEANOUT �' /. /.,y \`'< _,..� -® 1.0 % IE N (18" RCP) = 19.64 `'' «'. \ i C �R o. ' IE,- '23.0 \ :. �. \ �r.; I a g " IE NE (6" PVC) = 23.00 C R. 16 't , - .. �' , �-�. \ (SE -MEP, IE E (18 RCP) 19.64 f I C 25.5 P A S IE W & S 8" PVC = 22.0 \ �--� �\ (ALE NOU�T. co fI, N) IE 22.5 �- l} .;% %` �nh' i'' �°•' \ OA -11 ��,�� 8 ROADSIDE �. '(:�� -.'.,� // 000 0`!' / o _CLEANOUT :. \ 810 ; "'° \• UNDERDRAIN �j Fj: ` ' / h�o' ti h o . -, ( 1x \ \ . rte= ri, ,�. ° ACO TRENCH DRAIN TYPE S300K 1 - �' IE = 22.5 ro. (SEE ,bETAII�) o\ GRATE = 22.0 IE = 20.4 � � (�:�•- '�� • \ o �• SEE DETAIL �, 0, v' \ _. °,5; �' / G� /29 ° \� p E�) CONST TYPE "V" INLET FDOT INDEX N0. 221 \� CLEANOUT \ -J GRATE = 25.8 t \ - IE� 22.0 �. .. . `° `\ Z' : IE 24.0` " / ,� \ . / IE E (18" RCP) = 21.55 `\ \ ; '\ : `,1'Qi. $ NDERDR �•.:: \ 1 ` ' EXISTING STORM MANHOLE o rya "f' \ / : " t, ` 28.00/' 1 RIM - 27.17 \ ,.;\ ,1 �/ \�/ J,1 �• 0 8 ` ;,..: IE E (18" RCP) = 22.85 \ «`:, >;; :•,Y,�y � \, , 296, / 0... N \ 1 (SEII MEP " PLANS) CONST TYPE C , INLET MODIFIED FDOT INDEX NO. 201 & 232 GRATE = 23.00 / �tt \ - B r,77' -_ (SEE MEP PLAN) / ° tin (SEE MEP' i P AN SJ J p ca c� V r. 0 .2 MIN. \� 8" PVC ° IE N (18" RCP) = 21.37 / -' \ \- //t _,�_27.0� SEE DETAIL ' . � � I (/ � � •3 ` � �'�'� �/ 1 ��18 PVC \ z ' \ RD -2 C FILE: J:- \02026 \02026002.00 \ACRD \dwg \02026002- MGP.dwg LAST SAVED: Wed, 08/13/08 -3:220 .PLOTTED: Mon, 10/13/08 -3:26p BY: JDP ®RIGI RECENEQ OCT -15 2000 PLANNI4G Pq�ARTMENT CITY %'PtWWATER AqW three 4040N.CentratEx pwy ( DallasTexas 120 121 suto200 75204 telephone facsimile Greystone Communities SantaFe HeaithCare • �ROVP. C" 'Engineerbg Trenspormlon EnWimmenb/ • P/snnAv 380 Park Place Boulevard, Suite 300 , Clearwater; • Florida, 33759 www.tbagroup.com - 800.861.8314 License No. 3843 [ E .J MM' - o LL W > 4=J CD •� L .cn � L `z V PROJECT NO.: 07024 DATE. October 15, 2008 SEAL: B rya n L. c�`- P.FE FL Reg. No 52167 OWNER: BVG Aquisition, Inc. PHASE 100% CONSTRUCTION DOCUMENTS SHEET DESCRIPTION: PAVING, GRADING AND DRAINAGE PLAN (C) SHEET NUMBER: SC4.03 1 / f': l / p / or o \ o _ .9a 2 u 1 i; �o < \ r @ , O/y� iT Op @t O Q 26.30 c• O� 2 ! / a / ; p �/ $' 0 ttO -39 /1`c \ to \ / l \`� \ 0 • bo m r. \\ 27.10 cj 25 SO 25. f 1 / ✓ : 1t / 7 4ot (•29 2• �` t'3 \\ �1� cs� �_ a r/ 26.60 � �. - - -,1_ o t F a -I ; r r\ �(� ; 1 r l �2 y3 ' a, ...�. _ �,\ 14.00 S' \\ \ �i ��I� N�<? > / / / l' u)t5y; c t `� / 1 l L! \ r r , , -,t,•s'_ ,-, ' -, ` l . l �C% L\ / � ..,_ ESy:o..P r 4..vAiVq; o.•a.f a'-% C(�1! n�' \ ` ( , , T-, 27.00 '� ` !` ,ta s •,,a ems %C' •`: e•` ! _ �. _ C 's / / i,�,y_• ; �.. I'cr,1.,, I�. 'S , „ _tv bovf /� i • f // \\ s ^ ( / {�U 25:9 / 23 �,4. / :Y j / l Ic, '\ M / - \:, ^f >� -- �,� ,- /� , ! / I ooV .00 / •� 1. / cb•'•C,: _ a_. ! \/ � , �': �:.;A � - �L s� ;a I ,�,9. p�b{�G - ..�.`, ��_ O a 1 / N �9 R0 SIDE `�., °/ /- ti;w2� .o �':? r ' �•�'r' 3 a r l� o \ 25.70 N r. NDE DRAIN 1 N CLEANO T� Ir _ B 1. Imo. . -:• � �k. , I J r c� �► SEE �ETAIL) / ! 8,2 FRM �'k i - - :.- r'`;,f_ r?1� 1 I !E - 2 5 I �I I A 14 °a \ \ 1. `J lw;:_.' r �� ('o;`�� o ! I j \\\ ��. /�a <,r ��\ / �� 11 TU I F a /0 � ° �-_ � � �•; o "N o /N V -\ l( r 1 ; , -/, /f - ' r . � r A - 1 B OT , d t � i- � % ® O_/ .i•� y ` �/ t` tY' a � "% J� ►RCP ®2.60 \ , . 42 RRTAINING,. ALL-J ti' , -.r,/� / �� J, �` a \ 36 he �� _.26.�a : i �.� l ° i ��- 26.40 26.00 j l �l� ! , '� �� - JIEIGHT. VA ES (SE .,7r \ �a' ell �! �o, \\ cn n o� Ui t �a tl,�/ / "2( ' '`ARCH' PL S)- . oo� ,�� \ // t � a\ N / S'0� d \ r 26.3 _ !r �/ U ,$ r° `_Rl \l r� �% ° -�/ / -iv f` / /\ �, r -,I? {, - /� /f. / n� l 13,• °''< < 3 '�fi r� \? \ / /2/ �. .,/_ Pq T 6.13. NN "� O \ O i ,� ( ir1- I ./d•�-�'.:n�i,f •Ic ' \* / \�., �, / t� as - -; z �, �-., $o a r .l' ®% �•c• %� o�= �i . -1 N^\ % (A O < • J \ Y` / ry• '�`` J(7 /t _`\ _ 011 !r(jlJ '• 1 �, _ • • I ' I I(( ` �• 1 'l ! �O `/ , /, /" I • J�J-© / ^ I / I / �R \�: D .J'I 7t ••/ F f 1 i r 1 l ( -! i' /' , ,•` � t• r 3 1 ..° �• �-/ \ I ' 7 • // IE` %, m�iu -_ A� 3', �`��%<' F �5� = 1, _ ° -__ -22.5- �° 111 ) �� f- rr:: /r� a\% \\ l�F' ` 1 0 \ \ \ ` _ -_ LEANOUT ��, I f ^� �= �'`� l o° , ' o �'oo \y _��- ► . 24�' `5 `_ j / �,� % fnQr' / �.:_- •/ . 1 KEY MAP ® ) �\ �� F F66Yi 6_ ; /,. �� "'� %� f i oo l \ '� T ,� • =.-.,` . � ;' 2��,�.- -' -- o 2 ?,f \ rr �_. NTS y A -6 tir.> oQ NN i 4lRCp �� °', f �. RIP -RAP/ /;:�, - -,r ` /� /.w �� o iii `\ u, o ,w c•, a j I / _ c >r" ` t '" ,J ll �• F - °'/; ..\ ` �`.Ws'..? \ ,� _o APe, S� L5f ►� /I \ G �. _ ec;;.: 'r o �- �� IGR�ADING PLAN- (D) STORM 'STRUCTURE DATA ip P ° /,�_ % ,� �� o °� t// j� , _ l I / ri it/ { / \ ��E �Q �: d;�,. ` j.0 - 1:� rr / "J I V o � l � _ 1-- I� � i• �' �'� � -- ,` r�, r� � _�/ -\/ `�:\ r 'FF � 1T '.c�'' •1��p��' :..a••,' +��j, � < �� . �•I I•:'`\\` =a, ll � �gRC-F i,•' ~� ' / C77 ' i•Lr- ,- i�;,t i •C ;) • �. �• • °. v. •,• u %�•� / A�1�. r - n'o �, ,� 7 / ! �`''' r o° / ! -',�.� e - `\ \ \� X �\ p a.�. 1" '� . �o t(PLGED)nr� ® \�_ y Q, N • t I V- '1'7.02 O r ��. �`�� ti / a._ IT OTTO INLET Nrr ` I \' ', \� as •� � _ f• \ •.. • +.� '„ ,. •,• `' ao `• � � p `` �`�"' �.. `r CONST DITCH B M ET TYPE "D" MODIFIED �, " ST l� I'•, S•: ,,, . ,;' /�o� -.' \w J r g .. .' ;�,�i (MODIFIED) CONST DITCH BOTTOM INLET TYPE C (MODIFIED) _ ! r' i \ 2 o �• ?' f Ol? I,,k , , 4 '�� ; \ r ., '� o \ e. T \ / \ �. � I FDOT INDEX N0. 201, 232 ,� E \ �,� t ° \/ 20 LF / r FDOT INDEX N0. 201, 232 s" i �. A r s. RECTICULINE STEEL GRATE W STEEL ANGLE CL ANOUT 25.10 So o� �' oP0 NT /O ` -� r SSG o \'' '.'' \; •' ..:`'� ;:;'' `�INV = 16 a• ' -:.� / \ / RECTICULINE STEEL GRATE W/ STEEL ANGLE ,s0 / f �/ 22.20 o Np A �. r \ + x \�� M1�,. r,�,,�. \ o \ 0� l 1 _ a TOP = 17.60 TOP - 8. 2710 IE ,23.5 ,,.r- - % f B•r ) �. 2�,�0 - - I - 6; �U ER R� \ .!� �� '�:,'y • + \ A,ko �' �-� l u l IE E �4" RCP) = 10.5 - 10 1 - Repo 2,4� �_ - - _ �) (SEC S .SEC11,•'/f�' E / <,'� r; / , " ) _ IE NW (6" SOLID PVC) - 3.40 . 2 �� i� �a ; :f j , / 1C7 E , ,3.1�` :I.; h'\\ I ' • ,:( �3o Itr� IE S 6 PVC - 10.70 IE SE 24" RCP 2.75 LA° ' ; 0 D - (TYP.•� .'.,a r0 • n; 1 ``- ... '..:::.:' . : `'. ' \� �`o l SEE DETAIL ON SHEET SC6:05 ( ) >< < f �� i k \ / , • • .. ' J / o / SEE DETAIL ON SHEET SC6.05 725 `> 26.50. \ ! ' / \" \�.\ i;�?�t'1,1 � \ .:•� y':.: , • \ / I / A -2 B -2 �� / , `I • �3 5 �\ / \ / 1, \ 4 w ".. ..a,,.. - mI ir O - O 27.00 % r _ -, c� v I 12� 6,0 y / `� \; 1 1 0� - :, r - o s o _ ! ,' I g�\ J I r�•J �` Va \� ''' I - / / CONST MANHOLE (4' DIA.) MITERED END SECTION .'� ` 9 r��i �5 1. ,` �1\ j't, ` F c 2 0 - �,� roc nt I �y ! FDOT INDEX NO. 201 -' FDOT INDEX N0. 272 •. / 1` 1 �•_.! / `r ,/ , ?� •C7\ / ,•3'`J ' ��' /k r'07 CRrn,� ''•+. n - - / / tt J{ % _ RIM = 19.2 IE N 18" RCP o =• J_.. - F i, y r I is(D ;i,2rx ; t) c, ��9 p� � V I /��' 1 . ( ) = -7.00 1�� IE SE RCP) - g F;�'% �, j o 0 / , . J (24 . R ) - .50 ®rJ289. _ y-.i �� r,' %/ / �' \ !r IE W 24" RCP = 9.50 r _ l I' ,•. ,lIl ' o '_-C • G? < . ? r� / y/ A 3 CONST TYPE "4 CURB INLET •l', L. ' ! I \ `�, •, //.; �' 4� P \ • 7 FDOT INDEX N0. 210 •. v \ a ,, 1 J ., C RETAINING WALL � ,a �' o �. p t V , - \ �, I . - -� -- _ / //s /� C \ r MITERED END SECTION W/ RIP -RAP RIM - 13.51 �,r " HEIGHT VARIES E'' , /�- /% �' I I / !'r(� ti��i'a \ '� -�-%� / /: FDOT INDEX N0. 272 � ° ( �, �` j, r- l .1 - \� lye) •�� E.P. = 13.10 ARCH PLANS)�� . IE NW 24 RCP = 9.0 ►, ,,, l �, •o` 1 - RETAINING WALL ��Ape o :r ,�. r IE N (18 RCP) - 8.10 10, ° + l 1 o ' HEIGHT VARIES .(SEE IE S 18 RCP )'= 8.10 ,3 0 & V. I I t%► , \. '. �,Y /,'r_. �' J I I ' ' \ - p�` ( ) CH PAN ' o r O_ ,t om �� ® / h� _,r_, l / /,� :�r •�, J�,i \ MITERED END SECTION ' / ( / / / FDOT INDEX N0. 272 ! ,.�• y:ooi ,N J , c, -...r ° IE W 24" RCP = 15.0 CONST MANHOLE 4' DIA. RIP�.n:� „ Q� / ( ) ( ) 6 L 8 ',RCP I i I �/ ��'' �' c91� \ I ' , \ ' i o ";�T .� /. -/ (z I/► o L -'"~� �� / ( o 13 ��- / / FDOT INDEX NO. 201 �\ s2.60q i� ,a , , e� �� 512 cc ,� ` �' _ \� A18 \ ) 1 ��, I f, I - =R _� \�` t/ f I. I� ` o - �s f '�i �' <0''3,� °I o A -5 RIM - 14.5 - � � �\ , �,r P - 9.35 0 0 2 / / IE' NW (18 RCP) ° r> > s ;' X15 �? 1 g2 1 o� �P, /:: / CONST TYPE ".V" INLET ,► _ IE c= ��s •o• t ' ' .r : �� .r , I / \ o �, 3 /\ 'P \ l% _- , IE -S (18 RCP) '= 9.35 oo- o O \ ,i j �' o, / / FDOT INDEX NO. 221 , t5 �\ r�Cj ✓_ ' O �!' >�� j?� 17 \� `> Ay \ p p 2 :0 �� •, 1 I / r,` \� ; '/� i o \ air i GRATE = 25.0 - eAoou - � _ - �.o � '°• f / �, f��,. J� - � •'�•• -. ,� I C` �. ( I / �� }'- _/� `� �;�.�o` �/ _3- I I• � C `� \ � ,��,% � r / �� _ B_5 o q/ IE N 18 RCP - 16.86 J " v t < -_./ ,., <, E 2 C = 16.86 ►► �f 1 Jd �', f � -� ;,, �• ',- � / o ,, /p„ ll 2g � IE � 4 R P� . - o �� \CEtr �� s , Wr• " CONST TYPE C INLET ° /` / FDOT INDEX NO. 201' & 232 o � •/ / � . � \ / i '. , il,��,7 `' "'�� ,* � ~\ �' � �' 1 � Q�3 -� y4 . B-4 _ _ ,- � r / i� -/ �- -•�. ! IE W (24 RCP) .= 16:86 °c' i �P <,'^ ! ' E' a, - I •Sp r / `!So / IE W & NE 8 PVC - 22 ' r. o�' Z) r. • 1- ;;;, \ II t 1 / . �. ; ' �. ° \ ° . 1. I � ( ) - .5 GRATE = 14.0 j \ 8 /UNE ` ° IE SE (18" RCP) = 10.75 IN �-yl NNcT I I �� tr :5'.�IY -^ / \ / O / SEE DF I 'S 't ° cr �, \ l� , £� \ l d'' �\ ` ' I 4 r x, n�� !� l c 7 ` " ►� /(/ ti y-y� o 0 0 0`:a o, t /` 1''.0; ,� ^l ` o B ` �C // / ='.3 CONST TYPE' V - INLET B_6 \ ' r J ?T y li`1 / \ ' l `` l < " 6 0,�6� ' r- / c� 2 / is •sue . �, I "' ld�} �� , ^?„ r % I r 13 2 FDOT INDEX NO. 221 O / �� - �:- �o(l1 / l' I -°r N •' \ J -::, l 1 GRATE = 25.0 CONST MANHOLE (4' DIA.) P / ��5 coo I• ,'. -r o 2 -�/ _ " O, / CLEANOUT / ^^ •.., I �O 4, 1U CJ j \' / f. 'y5` \ _ �' ��•• a ° •. ,•�^ `/ , - "'� OTC " j 3' / ` I fifit l / / j 5! ��. -�/ cb \ "' / IE E (24 RCP) = 17.33 FDOT INDEX N0. 201 L 2' c� I IE = 23.1 0 °� C� I �� h. o 60 / �l i .. o . use = RIM = 9.0 /rs 1' RETAI ING W�''� / ,• - V 2 ,�''�• • • • h IE SW (18 RCP) 17.33 � Q T oN � .•� � _ f c� � ' 1 tT , :f :- r - o ,� � � �-,�� I ' •n /� I ; :+i, w ��: �:� / " 1 / , l N �� FF ELEV. - 15.50 1 , \ IE W (24 RCP) = 1.30 � EIGHT VARIES EE i r- �2EjA_ININ WALL \ - r , ' } IE S 24" RCP = 1.30 PLANS);1�� , i ~rr ,,- �l:• _ 1 \ � HEIGHT VARI��, �SE, .° ..'''�'�''`�';-�' � U '; �- A =14 - • ( ) SEE ' J ' s ARCH IPCANS) ' �1 " _ ( rlr-ul r' _ 2F, k(o . , / r CONST TYPE "V" INLET W/ "J BOTTOM B 7 25. so I i Y�oo o ARCH , ' ,,, � `_ /, . _•rr`j �' � i` � a, _ - "� o J Q � / � FDOT INDEX N0. 221 25:40 �h p PLANS CLEANOUT /3�i 0 , _ T` / , B- 9 24" RCP PIPE END THROUGH WALL A� ) IE �= 8.5 / l ems' /�rN _I I", � ,, a 1 � � � - A' I N (4 RC) = 1.20 ( h C >l Jd '� r rt_ o' Q l l / GRATE 25 0 �,• NF.? IE S (18" RCP) = 18.0 IE 2 P 7 \ 1 \ \ by :y - a -c� � ;� \ , - i .• . �. a _o ",S Y n -o - (.. , i o c•:I . I ti h • . . rG� �' \ � Jl;/,,, < ro � IE-NW (18" RCP) 18.0 W ( 18 " RCP ) 18.0 25.6 ( SEE ARCH S CONST TYPE. ► C INLET W/, A LUM. - GRATE 4 " PV� ' /� % IE S . a PLAN S A =16 FDOT INDEX NO. 201 & 232 ��29: C: r P n � � � . . • �� r : • ' ; � . �_ 6 PVC � / o '� `Srr �•�ko' / .. 1 ,-• ,1'_ -,. °a °° � Q' � , t ' •n I '�: (� ` l� d °T n. 9 tip° (SEE MEP / />\ ( \� \ ld�) \\• \1.1 I� AP rvi d �, �, i „CANS / �J `� '�� +�' \•.- -` : f- , j QJ i\J / _` • -- -..- '/ / %� /` ti 4" PVC � • \ � .. ,,.�0 \` - -\ ••�;'�_ -..7 ; i+ _ p / •" G � � •n ONTRACTO NO ,�� /, H SEE A13CH ,i ° 'y , / " < ( TO DI TURB ORS' " . ? /9 2'-� t % ' CROSS S CT ON� ! \ �16.C10 ` PLANS m \" �o ;`� / ) \� ENCROACH ON 1a1 l J -/ i�� ¢ %� s '? - :rf �,ODETAILS ��(;V .); \ MAIN R C BUILDING 1 4" PVC m�o� \ ,wE`TLat�R. ALL,, �;: Y \ /��- ; 'w- / j• l ZI f I EQUIPME .T -MUST �,�-1 j`� \ , ® I I (SEE ARCH `•5 ! o` "°� n�rt / r �. o : 2 QC101 PLANS) II \ `BE\�KEPT[t-C � ` o \ �., V j-\ , .� 1 o � 'wQ Ivolr ''` o - o \ / / , ew > c:r F F � � � V vI- I 1 U� rQN..LP,NDi •SIDEoa� ( ,�: _/ r -_, n e t m of r ss c ° r'� np( r rQ /ham J v° " (n OF DOI��: k '�i S I> � , etc ,��,'r - l \ J 6 PVC o o , B, 1 / , ( FENCE & ,� ✓ M. ! %...7<'; , o o \ �� 2Qr % l 0.2� MIN. OUTSIDE THE \ 51;'• '/ ( / SEE MEP ` ( WETLAND. 6" PVC + PLANS) -- - -(SEE MEP) l l l f _ 6 PVC i 1 iv _ �rsr, .'' `�jg �s, a tom` to ` ®�' lv -�� _ PLANS) / / i , ° ® 0.2� MIN. i o \� , - ` .� ; ,' {', op�t'� \ �' / (SEE MEP / $ -• I cS� wf r� oo--- ` /1 I o �� PLANS) / �� . '" `� �� ,: •, ' \ tPC1 � ,� ORE WING WALL TO . 6''�PjVC r/ f 1 - -'�_ \ a 116 , A -u I ` � \ .��' \ \�� ; �" � i \ ® , FIT 24". RCP 0 I = 1.20 MITERED END SECTION- GRATE ,_ 23.5 FDOT INDEX NO. 272 IE ,S (12" PVC) = 19.00 IE S, (24 "- -RCP) = 16.0 IE N,NE,SW,W (6" PVC) = 19.5 A -17 0 -2 CONST TYPE "V" INLET - CONST MANHOLE (4' DIA,) FDOT INDEX NO. 221 FDOT INDEX NO. 201_ GRATE = 24.5 RIM = 24.2 IE N 24" RCP = A 8.0 IE E (18" RCP) = 16.43, IE W k18" RCP) = 18.0 IE W (18" RCP) = 10.93 IE S (8" PVC) = '22.0 A -18 - MITERED END SECTION W/ RIP -RAP ORIGINAL CONST TYPE "V" INLET FDOT INDEX NO. 272'- RECENED FDOT INDEX NO.. 221 IE W (18" RCP) = 5.50 GRATE ='24.3 OCT 15 2000 IE E (18" RCP), = 20.5 - PLANNING DEPARTME 30.25 CRY OF CLEARWATER qev. =1;95 .10' 12.80' qev =1. Dev. =1.95 ® ® 9:2% <MIN, O 7� 500 S WETLAND IMP ACT ,,�P"(SEEa'MEP o ,4 PVC n O COATING TURBIDITY rn (SEE�ARCH PLANS) 7 =0.10 pev =0.40 ` r; PLANS) I ®/ �, Bev. \-Elev,=0.10 / ARRIER (TYP) 0 15;50 V FF ELEV. = - EXIST. S.E. Weir Wall - Detail "B" \ 1- 1' �' Not to Scale FII F• I• \ n7n?r,\ n7n7Fnn7 nn\ APAr) r4, \ nonor;nn I n C- r C' n vrn- ,., .,r, ----- -- - - ;• • -• •-- ;-•• •• y ------- ir, vi •.., ny �: ,�. , .✓,� v L._v. rrcu, J,-J/ 1,.)/ vu -J. LLLI I- L_V I 1 L.U. mull" I V/ Ii/ VO -J: zoo tj T: JUY- � - three 4040 N.0 Central to 200 Expwy I Dallas [41559. Te as 12 4 1 214.559.9 0 Greystone Communities SantaFe HealthCare GROUP C1W E11411hed ho • Tri10p0rt8don EnWimmenta/ • P/snwift 380 Park Place Boulevard, Suite 300 Clearwater, Florida, 33759 www.tbegroup.com - 800.861.8314 License No. 3843 E LL a> L L U, CD CIO a� CZ 0:,1 c� PROJECT NO.:'' 07024 DATE: October 15, 2008 SEAL: (<, c. .,� L:j cyan L. Zarl E.,-'*;), FL Reg. No. 52167 OWNER: BVG Aquisition, Inc. PHASE: 100% CONSTRUCTION DOCUMENTS SHEET DESCRIPTION: PAVING, GRADING AND DRAINAGE PLAN (D) SHEET NUMBER: SC4.04 - - , 30' c' I KEY MAP NTS • GRADING PLAN (E) STORM STRUCTURE DATA E3)C -13 CONST DITCH BOTTOM INLET TYPE "H" (MODIFIED) CONST MANHOLE (4' DIA.) FDOT INDEX NO. 201, 232 FDOT, INDEX NO. 201 RECTICULINE STEEL GRATE W/ STEEL ANGLE RIM = 19.50 IE N (36" = 7.40 IE S (366 RCP) = 11.00 "RCP) IE SE (36 . RCP) = 7.40 IE N (6" SOLID PVC) = 11.25 SEE DETAIL ON SHEET SC6.06 C -14 , • C -1 B CONST TYPE "D" INLET FDOT INDEX N0. 221 MITERED END SECTION GRATE = 9.00 FDOT INDEX NO. 272 IE NW (36" RCP) = 5.00 IE W (24" RCP) = 15.0 QC -1C CY -2 "C" . CONST TYPE INLET MODIFIED CONST TYPE "C" INLET MODIFIED FDOT INDEX NO. 201 & 232 FDOT INDEX NO. 201 & 232 GRATE = 23.00 GRATE = 15.00 IE E (18" PVC) = 21.5 IE N (18" RCP) = 11.50 SEE DETAIL SEE DETAIL C -1 D E4' MITERED END SECTION CONST TYPE "C" INLET MODIFIED FDOT INDEX NO. 272 FDOT INDEX NO. 201 & 232 IE W (24" RCP) = 15.0 GRATE = 23.00 IE E (18" PVC) = 21.5 SEE DETAIL CONST DITCH BOTTOM INLET TYPE "D" (MODIFIED) CY -5 FDOT INDEX NO. 201, 232 RECTICULINE STEEL GRATE W/ STEEL ANGLE CONST TYPE "" C INLET W / ALUM. GRATE TOP = 23.40 FDOT INDEX NO. 201 & 232 IE E (24" RCP) = 17.7 GRATE = 24.50 IE W (6" SOLID PVC) = 18.0 IE NW (18 "- PVC) = 22.4 IE S (6" SOLID PVC) = 18.0 SEE DETAIL ON SHEET SC6.06 CY -6 C -3 CONST TYPE "C" INLET MODIFIED FDOT INDEX NO. 201 & 232 CONST MANHOLE (4' DIA.) GRATE = 23.00 FDOT INDEX NO. 201 (18" PVC) = 21.5 RIM = 20.8 SEE IE W & E (18" RCP) = 17.0 RD -3 C -4 MITERED END SECTION, CONST TYPE "4" CURB INLET FDOT INDEX NO. 272 FDOT INDEX NO. 210 IE E (6" PVC) = 23.00 RIM ='21.91 E. P. = 21.5 RD -4 IE E (18" RCP) = 18.5 C -5 MITERED END SECTION FDOT INDEX NO. 272 - IE E (6" PVC) = 23.00 CONST DITCH BOTTOM INLET TYPE 'C' (MODIFIED) WITH SUMP (SEE DETAIL) RD -5 FDOT INDEX NO. 201 & 232 STEEL GRATE W/ STEEL ANGLE MITERED END SECTION TOP = 23.00 FDOT INDEX NO. 272 IE W (18" RCP) = 20.76 IE E (6" PVC) = 20.50 SEE DETAIL C 6 CONST TYPE "4" CURB INLET FDOT INDEX NO. 210 RIM = 24.36 E.P. = 23.95 IE E (18" RCP) = 20.8 r-ll r-7• I• \ nonocz\ nonoGnn-) nn\ At- n n\ -J..._\ 1`nnn ---- � < 3 ,; 1,.I� -•- � I I oo rjc� { 18" PVC 6 UNDERDRAIN �- �� o \ \' \ �\ �\„ (�2" // ,,• (SEE CROSS SECTION po Cy. 6 FOR DETAILS) (TYP) ,CLEANOUT / T (3) 87 LF 18 HpPE _> _ _ ''� \ (\ � --- o cS •. G 5 (FUSED) PIPES,, ESIE -= 23 DEORMW , `f) \ 1 I ® 0.2% -POND N C6-N2 R 3 =' \\ o N . '` ,.� �'' ;• ' ' C `j \\ � �� oi? s - �- ► ' 6" PVV p f -S � 0011. h �C0:2� Mr 7 LF 18" \ �° RCP ® 0.2% (SEE,MEP �z3 V 1 0 5 P& 16" PLANS) b�' \ bo O "PVC / / - 0 0.2% MIN. 0b 5`2 ? _ o (SEE ME�Ff 1 , ! / �- - v, ,,� \u ..y \�� •uvvy L_ .:)r%vw. vvcu, vo/ 1J/IJ0-J: Lzp r-LV I ItU: Mon, IV/ IJ /Ut5 -J: zbp tii: ,JUF, N iJ 0 rCD ti I I�y ID \ I° N 23,0(�� \ CRD )4- ' ��r , / RETAINING WALL__- / " \ . I 'l- \ - /� RETAl�ING WALL , ;-) . HEIGHT HEIGHT VARIES (SEE ARCH PLANS)( (SEE ARCH `PLANS) I \` of ?Z 2A; h / �` � `I .'� �\ / % �- t ` RETAINING ,WALL. HEIGHT VARIES 6" PVC - __a .o r (SEE /A ,6H_PLANS) Y 6 UNDERDRAIN (SEE / CO TION- ( SEE M EP PLANS) f /FOR (TYP) °' oo i r Jill �0 K", 4 _ ?\ _ i pB,6 ly 113 - ,,, 1-7' - 1 �� - `�� -/(SEE 62 LF 18� �, (,?1. RCP _@ 2.�� u° ?� I�, f / I '�� _ lC \� , -. /� MAP) ,o ?oso c� �j ` q V :• , �`�• � ' ?� S ! I;; STORM � RETAINING \ WALL less DE ENTW 10 N o HEIGHT VARIES, AND, C -1 > EE --ARCH PLANS) Q JG qPB, \\ •.�� v � T \ �� 4, . i CO / \ 00 •. �_ r_ - - �r _ _ / / Ci \ 'l n ?° �22.C10 _ r D. � � \ � \ I, � nt r' •i O-�' \ y �� \ \ \gyp / I `• G `„ it !;0 7 7 ,�Q`..a 9r l 1-` ;!''`. ,.a �k� (�� _ , •) i C-) , ' � r �:•y / \ -�i �9 'S Gt � S .. - fir) ',' . •' - hQ � � �� '0 \ \° \ k`� / o /\ 2 a \ r$ �J g' I "JS•• QQ 1�.4Q Dr �: / _. �! \sw \ ;... `..' ' .' < . 16 30 15• c7, - j 13.90 ' '• •'' ,!' '•. Al �. iA2 /'E� ` � rL',, � � ..:' • `r�'.ti�r.,d• • :-;'� '.. S $0 507 ...r' 13.40 ` • 1 ?. '. ; • 2'� 1 \ I N � '`a. •. :ice - ,, i 3 J \ `) f `rte ' L, I 2' .a' •.i''''• r cet �n j l? "`( _L '' ac is • y. `.. M. N Cl Y U ITS -a 1 ti +lam r �, {� ` -- . v ' • , kN pa CL vVI _ i f= metal \ \ C,�•;3/ o _ _ f7 \\ , I ��- I� ./5,zBERM/ / t# ai ?� - RETAINING WALL o '. .-Up t \ , 4 s�. P VC �0 �? HEIGHT'- VARIES JA GfADE (TY) `I- L ' (SEE ARCH PLANS)° \ o % ; -/, .3 ► / • �' �' 1-- :5ge -'ate RETAINING; �WAL �= -I_ S� �� /\ !z. �,), v) ( -HEIGHT VA IES ! `r _ I A•-'' 13 f FL_i'�%` {' o ti r..,. µ. I r =.f SEES; EAR �-- f _ _ o�,1"PLANS °'`� Ot SP V3 A0 , y �. - _Li.�O..\ 1 vo , o •% X__ O o 1 l - f3:UCi -- ) _ - - - _h - po ORIGINAL `� �� C :�' ��3 � i f - RECEIVED �d' ,,�' \ /i • ) ' / �`--'� OCT 15 2000 PLANNING DEPARTMENT - 6 - CITY OF CLEARWATER , three 4040 N. suite 00 Expwy I Dallas, 75204 as 214.559.4080 0 1 214.559.09 90 facsimile Greystone Communities SantaFe HealthCare GROUP Chap Enslnserifiv • Trensportsmon EnWronmente/ • P /snnfto 380 Park Place Boulevard, Suite 300 Clearwater, Florida, 33759 www.tbegroup.com - 800.861.8314 License No. 3843 E L m : c.a .� CD L W ' 4-J • cn is CD Cz PROJECT NO.': 07024 DATE. October 15, 2008 SEAL: �a • t l � 1'A t . • '4x.. : V ; ' W an L. Zarl �a• .PE FL Reg. No. 52167 OWNER: BVG Aquisition, Inc. PHASE: 100% CONSTRUCTION DOCUMENTS SHEET DESCRIPTION: PAVING, GRADING AND DRAINAGE PLAN, (E) SHEET NUMBER: SC4.05 f_ (iPI.,,, 'S) c FF EL EV: = 15:50 `� '°/ :'� ;. `•'•'�•` �`•' Isbr fir.' .i' .,a QJ� ,... I/ '�J N !r l l r/ / r_, •j.)) 1 // o � � / O � \tt'✓ s„„�',�t,� _�_�'•a`iI� r�.i �`s` } - �`• -j f / !- I � � ` �--- _' � - � �• rc H IGHT VARIES , � T o• oo / � < :.�� ' •� r...., / _,, r - -. ; _ f _t,-_ r _irk / a •° f ' °�` I h \ �`` ,..;" r"' 'i j / _t 62 LF 12" oo J� (SEE ARCH PLAN - o o \ 1,.�. 00) a. J r r l�• f 1 i 1,�, G� 'G) /PVC ® 9.7% - o go f i \tea _1 o ,_ �3 �j._ i i� 6" PVC r� I ® 0.2% MIN. / • o l I (SE / MEP) :J / 1 _ ;:�� 1 ,/ �ry , _f r i• -.. -. j �� oMJ �; 11'7 L /` • ,f -- �� `r �' i / v � ,''" 1 I VC ® 2.3% t _ �r;;v :. 1 % ,r r f i -r / f 19 �10 j ,,, • 1 � r__� f jjJJ - �v�� m � h °�� D%3 '� D ` / -- 0��, o /� -�`,'/..J� i,....1�` , -I C'\] Fr. j II / r /' ' "•n ! // �_i'� J O � po c A e i � ` \ B••.� A s �/� '/ /l J1 `.. r J1_1 •-'.. ... / O,• / / 1 ` �cr`� 1 i // _ / / �j� - /� Q / f�� l ~ j--� r j ,., + r j • -I i' , , ,(Jl l '' •,�, v`� '�./ , » - UO/.. i.._J •+- - / -,f -'�`t J. l...j r i -..! ��li " -f /�J r•• /cl" ` / / in�GO l , O J ��,`�O !� i1; -.6 UNDBpRAIN r t i -., ' �C� _ (SEE CROSS SECTIQ ��° pF� / / FORD T ILS) (TYPE �_ZJ ' 0 1 - L-jw � (_46 LF 12-_ HDPE / ,.. •'. , -- -_ 0 \ r � ,f I �' /• / r' - t j 1 j ' , / FUSED PIPE `�/° n :', r. :.. \,;) -- - ,� ;..., J,ti _• fill FFELEV. n' o� .f Icy :; .� % �!� // • �� r J! J ..f �,,../ i ! r / U �,.,••'00O 15.50 �' , �, r I �,,.: r` / / / i�` ® t �• �(, � �� ^g1 /'J /,�.��, F>0 ✓ ©��„ /lf °._,f -, .I' -I t ` -., � .t t -l�-_ ., �; �� •,3 � � •, j,, �' s .,. �O a � ,� � ;� 4 � � � � - -! t : - -..f,. <a 3 'S fd-..l _,/ _ ; --�i` -•cr' ; -_ , ., p ff.., 6' �® I C, Win,• ° \ ; l�'�' I` �i 4' �I� ' r _ ; -.I`` - /` i 1 , _�l HEIGHT IES f o o° �'10.0o f �N 1��.��r \ N �\ (SEE '- �' � � °' - � // I ',j ,fir J. ' 1 ',: ' `� � `r'','I \ ,' "_ _t ,,i ..J / SE CH PLANS '• :'i y,; f \4 1 ;. >_ / r' I MEP) ., ( ):' .� / f �. _ �� .r " ";.,.r �I ,' -f f` , .� ' t � f -' � '• - \ �[ �.nQ �` i\`ti G •y. 3f�- -- (�' �) I USr /i I � � ��o -- 001 / �(� ' O' �/ / / r,1 g ry ° I I %C% f , ._.% �.._ , l ,.. 1 t �J I l f •.l / J r,..i j r' U7 1` / %` -1 Vir I'�o 1� .jL n °• _- , /!.,' a \i/ .` <, ' 1 11� �` I \ •1 -''l/ ._(Li..,l- -i- `-d_'- - "_. j`4? - �; •' • : • . ••. _.. -• r.�--,� 1' � f -ti 1 . �. � -- i � - - 0" clay clay Lf I.-'� ' • e `Gb '.> ; • \\ • �i + I j : l \ -''•:i \\ r -i 'T,... e a r.' ° �' l� / C) I ll _ �' 2,.fi 10 J{l. CIGy i R7` a j / t ...y •. 0 li�i�, - -��•� �f J bt� �1.�- �"y ``• � \�� ..l r -� ' r.._ f - '' r � i r l j' I _,• 1 l� % ,.l f i ,' �1 r r �_l rlTh� ary S rri r`'- •/ )/ /j'!r ,Go .sr'�, ? r`�"' �C i�-y)J t__ .r S �t EC :4 n" ° I�>�! ... 1 / jr�_�'l I1! ff' %7 _� r .J VJ 1' N % f �' � �,+Y`I- l�Ii l• -"�)i '�'. J...l _1 r -_ -f ..J ,I �r r- � � �. 'J�,� _ � � r c �O � r l � �S � -•� ,/ l \ � - -_/ -- _ � ll�i' J/JJ Y � \, \ ` ..! _f , f i' --1 _ I (•�.� � fi ♦ ij e - � � � / � � � � `� `><I "J l�L- _ -,.I. �.r',.✓ �' �hl� 1 --i -�, , r._ -.rte ,! r� � j � - �% • =i..,• •./'Q• •'Y' rq / r_ IIJJ y, l ` / ,Q •. r... . •\ \ �• `O � �22� ,. /r �� ` �%r.,«.a � Y'.'.� "��, /// I, s',•• �y , i �f` 14� ter' r - ., ^t 1` / r j I , �, (� 1 •. ` / ••• •.(�•• I C y� \ 214 /{ _. '- am'' 1i,., r •f._' ._/ r /.! \ (2TAINING WAL 1` r J ^r, /:,.�1, . , [-i�� _ - " /NHEGHT VARIES � '% `GNDE DRA IN (SEE ARCH P L NS) F# CROSS SECTION F C) J i l FOR DETAILS) (TYP.) �- ` iL / �� t t /. ' % ` / / -'y FJ %�p� �V� tl`�E ` { i J j_' j _ r r� ' `j rVf� -.i 1 TENTION h-�'l i .l % .,;.. "�)c>i r r'r.,' p�,r �"�� ; N,t' r' :•, f POND E U,n i \\ / / 1 / �,.� mil'; ;�- � ��- f��• qi� ;.�� - O, ��TJ `�i /'1, ��-••• '' � 1 l-'�• lA "' � v/ i �l�ti �� il�� i�� + ( - OT 3 d v _ `I� j �; -! l:- ` 11 j =•� �._G.•'2 {117/ 'l i{rri ( ) _ r f,_ j 44 /ice r,. _ .,.�` /- %..,( r•, -, / ' .,Y.W..,, / a' 1� Iv j__! ^�.) J; r,,, ! ,..,,j' I�•r*1T- -t^-e'r_�''T,��r ---c- _ - () _ /C,� ,�-� :_... ' .. -_`_ - , •.. . i-•`• - -- , .56,E 22 5 �,�1 ., KEY MAP NTS 30' GRADING PLAN (IFY STORM • STRUCTURE DATA C =10 RD -1 CONST TYPE "C" INLET W/ -ALUM. GRATE ADA MITERED END SECTION FDOT INDEX NO.' 201 & 232 FDOT INDEX- NO. 272 GRATE 18.00 IE N (87 PVC) = 8.00 IE S (18-RCP)-=-13.25 D -1 CONST- DITCH BOTTOM INLET TYPE "D" (MODIFIED) _ FDOT INDEX NO. 201, 232 RECTICULINE STEEL GRATE W/. STEEL ANGLE ' TOP- = 9.00 IE E (24 ". RCP) _ 5.00 ; IE W (6" SOLID PVC) = 5.40 SEE DETAIL ' ON SHEET SC6.07 D -2 - CONST TYPE "C" INLET MODIFIED FDOT INDEX NO. 201 & 232 GRATE = 8.00 IE NW (18 "RCP) = 6.30 SEE DETAIL CONST TYPE "4" CURB INLET FDOT INDEX NO. ' 210 RIM EL = 9.61 E. P. EL = 9.2 IE SE (18-RCP) = 6.4 D -4 CONST TYPE "C" INLET FDOT INDEX NO. 201 & 232 GRATE -= 7.00 IE W (24-RCP) = 4.88 E -1 CONST. DITCH BOTTOM INLET.TYPE "D" (MODIFIED) FDOT INDEX NO. 201, -232, RECTICULINE STEEL GRATE-W/ STEEL ANGLE TOP = 7.10 - IE SE (24" RCP) = 3.00 IE SW (6"-,SOLID PVC) = 3:40 SEE DETAIL ON, SHEET SC6.07 - E -2 , MITERED END SECTION FDOT INDEX NO. 272 - IE NW (18" RCP), = 6.00 • E -3 - CONST TYPE "4" CURB INLET FDOT INDEX NO..21 -0- RIM EL'- = 9.91 E.P. EL = 9.5 'IE SE (18" RCP) _ 6.8 E -4 CONST U -TYPE CONCRETE ENDWALLS 'W/ BAFFLES FDOT INDEX NO. 261 ( ENDWALLS FOR 1:2 SLOPE) IE NW (24" RCP) 2.94 rLL. v. \VLVLV \V LVLV VVL.VV �rl �.. /",V \UVVY \V/VLVUUL- IVIUr.UWy LF1JI JHVLU: We(], Ups/ IJ /VU -.7: LLp I-LUI ILU: Mon, - IU /- 1.5 /(J ti- .5 :2 /p HY: JDH - - - ORIGINAL RECEIVED OCT 15 2000 PLANNING DEPARTMENT CITY OF CLEARWATER three 4040 N. Expwy I Dal as 1 214.559.4080 080 1 214.559. 990 u � 2� 7$204 4.559 Greystone Communities SantaFe HealthCare GROUP C /v// Eng/iieerbrg► Trensportedon Env/ronmente/ • P/ennft 380 Park Place Boulevard. Suite 300 Clearwater, Florida, 33759 - www.tbegroup.com - 800.861.8314 License No. 3843 - E - LPL O - U LU > 4-) =. u.. `° V IZ ' 0 v� .: ¢ PROJECT NO.: 07024 DATE. October 15, 2008 SEAL: • co Uj I- ry f �.. B a n L. Za e n � • �'.E �� FL Reg. , No. 52167 OWNER: BVG Aquisition, Inc. PHASE: 100% CONSTRUCTION DOCUMENTS SHEET DESCRIPTION: PAVING, GRADING AND DRAINAGE PLAN (F) SHEET NUMBER: SC4.06 PROPOSED 24.00 SIDEWALK 22.0 20.00 WRAP FILTER FABRIC 2'x2'x2' 1B' (TYP,) 16.00 EXISTING CLAY- 14.00 LAYER EXCAVATION DEPTH 12.00 TO ELEV. = 10.25 4 BAS 6.00 6.00 4.00 �-, ' INSTALL C.O:�� TOP EL. =15.0. �( INV. EL. (N)= 10.90 - _ INSTALL C.O. ---- -- ,. TOP EL. =15.0 INSTALL 18 LF" IN E (W:S) - =iEl .80I 6" OLID PVC INS ALL It) LF LI --� 6" 0 P VC I j ! Oil I_ vID- INSTALL . TEE v ► -. D INV. EL. =10.75 INSTALL 135 LF C.O. CC) � h i - ? f 1 ; Jill j 6" PVC UNDERDRAIN I oo ► ii @ 0.1% i I I zm0 _ I U, 4 1 I II- do �� II _ N y o I. 1 `I ti Il- \ I C. 0. co L 11 -- i \ - _ rn INSTAL C.O. TOPE . =15.0 INSTALL C. �'� %�\ ! a 6� // f INV. ELI (W,N) =10. TOP EL. -15. �� \ I I I I INV. EL. (NE) =10.90 �� -�� a/ 1 Not ° OP CI> w 0- \ I \ °+ �i9 � . BSI � �•:( - t /r..I � - /,j '- -I t -. _, :_ _f 1. _� -P.t \t..�\ .St � / 1 0722'40 IL �• �R0S L_ y.\ _ t_ !_ i_ °M„ l�,Z .ION GEOTECH BORING APB -T ANCHOR STONE GRAVITY WALL (REFER TO ARCHITECTS PLANS FOR WALL DESIGN AND SPECIFICATIONS) I~i r- BERM (TYP) / r.PAn� G TOB EL = 19.20 151 -Mllmmm_j • • _ _- , ,MEEPA"EM,� 0 EL =13.0 FILTER FABRIC ENVELOPE sa`a ; ; COURSE AGGREGATE Y ``` n 6" PVC PERFORATED EL =10.25 UNDERDRAIN INV. ELEV.= (VARIES 2' FROM 10.80 TO 10.90) UNDERDRAIN DIMENSIONS N.T.S. POND A: PLAN-VIEW SCALE: 1 " =20' GEOTECH BORING APB -7 Z KEY FINE AGGREGATE COURSE AGGREGATE T - LOW PERMEABLE SOIL FILTER FABRIC - -- EXISTING CLAY LAYER -- - - - - -- EXISTING GRADE C.O. CLEANOUT UD UNDERDRAIN A -# STORM STRUCTURE NUMBER - NOTES 1. FILTER FABRIC ENVELOPE SHALL BE ,7YPE D -3 (FDOT STANDARD INDEX199)WITH A PERMEABILITY OF 0.7' /SEC AND AN APPARENT OPENING SIZE OF 0.425 MM ( #40 SIEVE). 2. ALL FILTER FABRIC JOINTS SHOULD, OVERLAP A MINIMUM OF 1 FOOT. 3.-- LOW PERMEABLE SOIL SHOULD HAVE LL' > *35, PI < 25, AND . PERMEABILITY RATE LESS - THAN 1 FOOT PER DAY (3.5'x10 -4 CM /SEC). 4. ALL UNDERDRAIN- CLEANOUTS r WITHIN- POND- BOTTOMS TO HAVE TOP ELEVATIONS AT PROPOSED POND BOTTOM ELEVATIONS. 5. COURSE 'AGGREGATE AND UNDERDRAIN FILTER FABRIC TOP ELEVATIONS TO BE 2 FEET, BELOW PROPOSED POND BOTTOM ELEVATIONS; EXCEPT WALL UNDERDRAINS TOP - ELEVS. TO BE AS SHOWN IN DETAIL. ANCHOR STONE GRAVITY WALL (REFER 5' 5' 5' TO ARCHITECTS PLANS FOR WALL ERM (TYP) DESIGN AND SPECIFICATIONS) - 24.00 TOB EL = 19.20 2200 /--PROPOSED RADE INSTALL LOW PROPOSE PERMEABLE SOIL CORE SIDEWALK 20.0 (SEE NOTE 3) ' 1800 WRAP FILTER 16.00 - _ - �- -MATCH FABRIC 2'x2'x2' 14.00 rVI EXISTING TYP• AK I GRADE ( 12.DO \ ! EXCAVATION DEPTH 48.09 SHWT \ I TO ELEV. = 10.25 - \ 1 8u.U0 80.00 10D 0 120.00 14000 FILTER FABRIC ENVELOPE (TYP.) (SEE NOTES 1 & 2) 6" PVC PERFORATED UNDERDRAIN (TYP.) WRAPPED IN FlLTER FABRIC (SEE NOTES 1 AND 2) COURSE AGGREGATE TO BE GRAVEL OR STONE MEETING THE REQUIREMENTS OF FDOT SECTIONS 901 -2 OR 901 -3 OF THE STANDARD SPECIFICATIONS (TYP.) TOP ELEV. = 13.0' FINE AGGREGATE TO HAVE A UNIFORMITY COEFFICIENT OF 1.5 OR GREATER AND AN EFFECTIVE GRAIN SIZE OF 0.2 TO 0.55 MILLIMETERS IN DIAMETER. THE VERTICAL PERMEABILITY RATE (K) IS TO BE 30 FEET /DAY (TYP.).. FINE AGGREGATE TO MEET THE REQUIREMENTS OF FDOT SECTION 902 -2 OF THE STANDARD SPECIFICATIONS. POND A: SECTION Al-Al. SCALE: HORIZ 1"=20' VERT- 1" = 2' ni c. i• \ nnnnc\ nnnnc nnn nn\ n !, r, � �. ... \VLV LV \VLVLV VVL.VV \n�,r%u \ u VV 1-i LVUUL-JC.\.J.UVVy LHJI JH VLU: IfIU, U// IU/U0- `J:41Q h-'LUI ILU: mon, IU/IJ/Uti- ,5:Lt$P l3i: JUF' s.aa 6.00 4.00 2.00 0.00 EXISTING CLA LAYER 0.00 20.00 0. 60.00 80.00 100.00 120.00 140.06 . FILTER FABRIC ENVELOPE (TYP.) - (SEE NOTES 1 & 2) 6" PVC PERFORATED UNDERDRAIN (TYP.) WRAPPED IN FILTER FABRIC (SEE EL =13.0 NOTES 1 AND 2) FILTER FABRIC ENVELOPE :MIME L in COURSE AGGREGATE TO BE GRAVEL OR STONE COURSE AGGREGATE ." J I� MEETING THE REQUIREMENTS OF FDOT SECTIONS ri 901-20R901-3 OF THE STANDARD SPECIFICATIONS (TYP.) 6" PVC PERFORATED iaao EL -10 .25 TOP ELEV. =14.5' UNDERDRAIN INV. ELEV.= (VARIES 2' FINE AGGREGATE TO HAVE A UNIFORMITY COEFFICIENT OF 1.5 " FROM 10.80 TO 10.90) OR GREATER AND AN EFFECTIVE GRAIN SIZE OF 0.2 TO 0.55 MILLIMETERS IN DIAMETER. THE VERTICAL PERMEABILITY UNDERDRAIN RATE (K) IS TO BE 30 FEET/DAY (TYP.). ORIGINAL FINE AGGREGATE DIMENSIONS OF FDOT SECTION T 02-- 22TOFi THE REQUIREMENTS D SPECIFICATIONS. RECEIVED , N.T.S. OCT 15 2000 POND A: SECTION A,2,-A2 MANNING DEPARTMENT CITY OF CLEARWATER SCALE: HORIZ 1"' 20' VERT 1" = ' 2' , th r 4040 N.Central Expwy I Dallas, as 1 21 .554080 1214.559.0 u 200 �$Z telephone Greystone Communities SantaFe HealthCare GROUP cloy Ensill4p big • Trsnsportedon Enwronmonti/ • p/anaw 380 Park Place Boulevard, Suite 300 Clearwater, Florida, 33759 ' www.tbegroup.com - 800.861.8314 License No. 3843 .E W V Cz «S cn C) a PROJECT NO.: 07024 DATE: October 15, 2008 SEAL: -� ire ^� • to Bryan L. Zar � •'a ��= FL Reg. No. 5216 OWNER: BVG Aquisition, Inc. PHASE: 100% CONSTRUCTION - DOCUMENTS SHEET DESCRIPTION: CROSS SECTIONS - POND A SHEET NUMBER: SC4.07 POND A: PLAN-VIEW SCALE: 1 " =20' GEOTECH BORING APB -7 Z KEY FINE AGGREGATE COURSE AGGREGATE T - LOW PERMEABLE SOIL FILTER FABRIC - -- EXISTING CLAY LAYER -- - - - - -- EXISTING GRADE C.O. CLEANOUT UD UNDERDRAIN A -# STORM STRUCTURE NUMBER - NOTES 1. FILTER FABRIC ENVELOPE SHALL BE ,7YPE D -3 (FDOT STANDARD INDEX199)WITH A PERMEABILITY OF 0.7' /SEC AND AN APPARENT OPENING SIZE OF 0.425 MM ( #40 SIEVE). 2. ALL FILTER FABRIC JOINTS SHOULD, OVERLAP A MINIMUM OF 1 FOOT. 3.-- LOW PERMEABLE SOIL SHOULD HAVE LL' > *35, PI < 25, AND . PERMEABILITY RATE LESS - THAN 1 FOOT PER DAY (3.5'x10 -4 CM /SEC). 4. ALL UNDERDRAIN- CLEANOUTS r WITHIN- POND- BOTTOMS TO HAVE TOP ELEVATIONS AT PROPOSED POND BOTTOM ELEVATIONS. 5. COURSE 'AGGREGATE AND UNDERDRAIN FILTER FABRIC TOP ELEVATIONS TO BE 2 FEET, BELOW PROPOSED POND BOTTOM ELEVATIONS; EXCEPT WALL UNDERDRAINS TOP - ELEVS. TO BE AS SHOWN IN DETAIL. ANCHOR STONE GRAVITY WALL (REFER 5' 5' 5' TO ARCHITECTS PLANS FOR WALL ERM (TYP) DESIGN AND SPECIFICATIONS) - 24.00 TOB EL = 19.20 2200 /--PROPOSED RADE INSTALL LOW PROPOSE PERMEABLE SOIL CORE SIDEWALK 20.0 (SEE NOTE 3) ' 1800 WRAP FILTER 16.00 - _ - �- -MATCH FABRIC 2'x2'x2' 14.00 rVI EXISTING TYP• AK I GRADE ( 12.DO \ ! EXCAVATION DEPTH 48.09 SHWT \ I TO ELEV. = 10.25 - \ 1 8u.U0 80.00 10D 0 120.00 14000 FILTER FABRIC ENVELOPE (TYP.) (SEE NOTES 1 & 2) 6" PVC PERFORATED UNDERDRAIN (TYP.) WRAPPED IN FlLTER FABRIC (SEE NOTES 1 AND 2) COURSE AGGREGATE TO BE GRAVEL OR STONE MEETING THE REQUIREMENTS OF FDOT SECTIONS 901 -2 OR 901 -3 OF THE STANDARD SPECIFICATIONS (TYP.) TOP ELEV. = 13.0' FINE AGGREGATE TO HAVE A UNIFORMITY COEFFICIENT OF 1.5 OR GREATER AND AN EFFECTIVE GRAIN SIZE OF 0.2 TO 0.55 MILLIMETERS IN DIAMETER. THE VERTICAL PERMEABILITY RATE (K) IS TO BE 30 FEET /DAY (TYP.).. FINE AGGREGATE TO MEET THE REQUIREMENTS OF FDOT SECTION 902 -2 OF THE STANDARD SPECIFICATIONS. POND A: SECTION Al-Al. SCALE: HORIZ 1"=20' VERT- 1" = 2' ni c. i• \ nnnnc\ nnnnc nnn nn\ n !, r, � �. ... \VLV LV \VLVLV VVL.VV \n�,r%u \ u VV 1-i LVUUL-JC.\.J.UVVy LHJI JH VLU: IfIU, U// IU/U0- `J:41Q h-'LUI ILU: mon, IU/IJ/Uti- ,5:Lt$P l3i: JUF' s.aa 6.00 4.00 2.00 0.00 EXISTING CLA LAYER 0.00 20.00 0. 60.00 80.00 100.00 120.00 140.06 . FILTER FABRIC ENVELOPE (TYP.) - (SEE NOTES 1 & 2) 6" PVC PERFORATED UNDERDRAIN (TYP.) WRAPPED IN FILTER FABRIC (SEE EL =13.0 NOTES 1 AND 2) FILTER FABRIC ENVELOPE :MIME L in COURSE AGGREGATE TO BE GRAVEL OR STONE COURSE AGGREGATE ." J I� MEETING THE REQUIREMENTS OF FDOT SECTIONS ri 901-20R901-3 OF THE STANDARD SPECIFICATIONS (TYP.) 6" PVC PERFORATED iaao EL -10 .25 TOP ELEV. =14.5' UNDERDRAIN INV. ELEV.= (VARIES 2' FINE AGGREGATE TO HAVE A UNIFORMITY COEFFICIENT OF 1.5 " FROM 10.80 TO 10.90) OR GREATER AND AN EFFECTIVE GRAIN SIZE OF 0.2 TO 0.55 MILLIMETERS IN DIAMETER. THE VERTICAL PERMEABILITY UNDERDRAIN RATE (K) IS TO BE 30 FEET/DAY (TYP.). ORIGINAL FINE AGGREGATE DIMENSIONS OF FDOT SECTION T 02-- 22TOFi THE REQUIREMENTS D SPECIFICATIONS. RECEIVED , N.T.S. OCT 15 2000 POND A: SECTION A,2,-A2 MANNING DEPARTMENT CITY OF CLEARWATER SCALE: HORIZ 1"' 20' VERT 1" = ' 2' , th r 4040 N.Central Expwy I Dallas, as 1 21 .554080 1214.559.0 u 200 �$Z telephone Greystone Communities SantaFe HealthCare GROUP cloy Ensill4p big • Trsnsportedon Enwronmonti/ • p/anaw 380 Park Place Boulevard, Suite 300 Clearwater, Florida, 33759 ' www.tbegroup.com - 800.861.8314 License No. 3843 .E W V Cz «S cn C) a PROJECT NO.: 07024 DATE: October 15, 2008 SEAL: -� ire ^� • to Bryan L. Zar � •'a ��= FL Reg. No. 5216 OWNER: BVG Aquisition, Inc. PHASE: 100% CONSTRUCTION - DOCUMENTS SHEET DESCRIPTION: CROSS SECTIONS - POND A SHEET NUMBER: SC4.07 \ 1 8u.U0 80.00 10D 0 120.00 14000 FILTER FABRIC ENVELOPE (TYP.) (SEE NOTES 1 & 2) 6" PVC PERFORATED UNDERDRAIN (TYP.) WRAPPED IN FlLTER FABRIC (SEE NOTES 1 AND 2) COURSE AGGREGATE TO BE GRAVEL OR STONE MEETING THE REQUIREMENTS OF FDOT SECTIONS 901 -2 OR 901 -3 OF THE STANDARD SPECIFICATIONS (TYP.) TOP ELEV. = 13.0' FINE AGGREGATE TO HAVE A UNIFORMITY COEFFICIENT OF 1.5 OR GREATER AND AN EFFECTIVE GRAIN SIZE OF 0.2 TO 0.55 MILLIMETERS IN DIAMETER. THE VERTICAL PERMEABILITY RATE (K) IS TO BE 30 FEET /DAY (TYP.).. FINE AGGREGATE TO MEET THE REQUIREMENTS OF FDOT SECTION 902 -2 OF THE STANDARD SPECIFICATIONS. POND A: SECTION Al-Al. SCALE: HORIZ 1"=20' VERT- 1" = 2' ni c. i• \ nnnnc\ nnnnc nnn nn\ n !, r, � �. ... \VLV LV \VLVLV VVL.VV \n�,r%u \ u VV 1-i LVUUL-JC.\.J.UVVy LHJI JH VLU: IfIU, U// IU/U0- `J:41Q h-'LUI ILU: mon, IU/IJ/Uti- ,5:Lt$P l3i: JUF' s.aa 6.00 4.00 2.00 0.00 EXISTING CLA LAYER 0.00 20.00 0. 60.00 80.00 100.00 120.00 140.06 . FILTER FABRIC ENVELOPE (TYP.) - (SEE NOTES 1 & 2) 6" PVC PERFORATED UNDERDRAIN (TYP.) WRAPPED IN FILTER FABRIC (SEE EL =13.0 NOTES 1 AND 2) FILTER FABRIC ENVELOPE :MIME L in COURSE AGGREGATE TO BE GRAVEL OR STONE COURSE AGGREGATE ." J I� MEETING THE REQUIREMENTS OF FDOT SECTIONS ri 901-20R901-3 OF THE STANDARD SPECIFICATIONS (TYP.) 6" PVC PERFORATED iaao EL -10 .25 TOP ELEV. =14.5' UNDERDRAIN INV. ELEV.= (VARIES 2' FINE AGGREGATE TO HAVE A UNIFORMITY COEFFICIENT OF 1.5 " FROM 10.80 TO 10.90) OR GREATER AND AN EFFECTIVE GRAIN SIZE OF 0.2 TO 0.55 MILLIMETERS IN DIAMETER. THE VERTICAL PERMEABILITY UNDERDRAIN RATE (K) IS TO BE 30 FEET/DAY (TYP.). ORIGINAL FINE AGGREGATE DIMENSIONS OF FDOT SECTION T 02-- 22TOFi THE REQUIREMENTS D SPECIFICATIONS. RECEIVED , N.T.S. OCT 15 2000 POND A: SECTION A,2,-A2 MANNING DEPARTMENT CITY OF CLEARWATER SCALE: HORIZ 1"' 20' VERT 1" = ' 2' , th r 4040 N.Central Expwy I Dallas, as 1 21 .554080 1214.559.0 u 200 �$Z telephone Greystone Communities SantaFe HealthCare GROUP cloy Ensill4p big • Trsnsportedon Enwronmonti/ • p/anaw 380 Park Place Boulevard, Suite 300 Clearwater, Florida, 33759 ' www.tbegroup.com - 800.861.8314 License No. 3843 .E W V Cz «S cn C) a PROJECT NO.: 07024 DATE: October 15, 2008 SEAL: -� ire ^� • to Bryan L. Zar � •'a ��= FL Reg. No. 5216 OWNER: BVG Aquisition, Inc. PHASE: 100% CONSTRUCTION - DOCUMENTS SHEET DESCRIPTION: CROSS SECTIONS - POND A SHEET NUMBER: SC4.07 8 ( ��J LA LAT \ �� I P / // i i• .�,a . ; ,, , . , �\ _ � 4911 i - -' �Op N \INSTALL/ C.O. /► �p ,�0\ ` J -50\ INV 'EL. (E,S)I =3.6 Rio 'I G� �W I � I 1 , DI RD B1 � _�I �. �. .- co C5 o STORM WATE jd ' 25; � R C.0„ / , ? �\ , _, DETENTION C o POND B _ 0 '15 - ,\ r _1 ,_.. j C. APB -9 r III Jd7 C.0 Y jjd- J r CONTR C�TOR " � / ��• \ / TO DISTURB '\ ��' sr /._'�, f. -1 6' ENCROACH `0N- 1 • II II y I I I \ t7 r u ( / 1-N9TALL�.0 0. r TOP EL. =� INV. ' EL. r NE S , E) =3`5 WETLAND. ALL. ' r' 1. ,_ ..1 EQUIPMENT MUST BE KEPT ON LAND SIDE / 1 , r.. _j'/ OF DOUBLE SILT /' ; \_r _1 -t , 5/2 FENCE & ,-n OUTSIDE THE -- 2 WETLAND. G - � 1 J , - 1 • \ �'\ / 1 �� ,, / \ h'\ fox NOTE: CONTRACTOR TO CORE WINGWALL FROM LAND SIDE AFTER EXCAVATION. CONTRACTOR MUST NOT ENCROACH ' ON WETLAND WITH ANY EQUIPMENT AS NOT TO DISTURB WETLAND. 10.00 8.00 600 4.00 2.00 -0.00 -2.00 -4.00 o.� POND B PLAN VIEW SCALE: 1 " =20' ' INSTALL,," 8 .L 6" SOLID P C I \\ ,r 1 r , !�r Lv �! 0 / Z / B'6 Q y// I GEOTECH BORING APB-9, ANCHOR STONE GRAVITY WALL (REFER TO ARCHITECTS PLANS FOR WALL DESIGN AND SPECIFICATIONS) BERM (TYP) EXISTING SIDEWALK TOB EL = 9.20 EXISTING CURB EXISTING,\ ,� {«1 r AND ASPHALT r.Ren�, I I f FABRIC 12'x2Rx2' I I I I dROPOSED GRADE I ,LL LOW PERMEABLE SOIL (2' WIDE) FROM ELEV 3.0' _EV 9.0' NOTE 3) IOV.UV FILTER FABRIC ENVELOPE (SEE NOTES 1 & 2) EL =5.00 FILTER FABRIC ENVELOPE `' �6" PVC PERFORATED UNDERDRAIN (TYP.) WRAPPED IN FILTER FABRIC (SEE COURSE AGGREGATE °Rf° c NOTES 1 AND 2) 6" PVC PERFORATED «,', ° to; COURSE AGGREGATE TO BE GRAVEL OR STONE UNDERDRAIN EL =3.00 MEETING THE REQUIREMENTS OF FDOT SECTIONS INV. ELEV.= (VARIES 2' 901 -2 OR 901 -3 OF THE STANDARD SPECIFICATIONS (TYP.) FROM 3.5 TO 3.6) TOP ELEV. =6.5 FINE AGGREGATE TO HAVE A UNIFORMITY COEFFICIENT OF 1.5 UNDERDRAIN OR GREATER AND AN EFFECTIVE GRAIN SIZE OF 0.2 TO 0.55 MILLIMETERS IN DIAMETER. THE VERTICAL PERMEABILITY DIMENSIONS RATE (K) IS TO BE 30 FEET /DAY (TYP.). FINE AGGREGATE TO MEET THE REQUIREMENTS N.T.S. OF FDOT SEC11ON 902 -2 OF THE STANDARD SPECIFICATIONS. INSTALL LOW PERMEABLE SOIL CORE (SEE NOTE 3) POND B:,, SECTION B1-B1 SCALE: HORIZ' 1 " =20' ; VERT 1" = 2' FILE: J:\02026\02026002.00\ACAD\dwq\02026002-SECS.dwo LAST SAVED: Thlj. 07 /1 n /nR -q• 41 n PI nTTPn• nn„n 752.E ov. .no KEEP FINE AGGREGATE COURSE AGGREGATE Y � LOW PERMEABLE SOIL --- FILTER - FABRIC EXISTING CLAY LAYER - - - - -- EXISTING GRADE C. O1_ CLEANOUT UD UNDERDRAIN A -# STORM STRUCTURE NUMBER NOTES 1. FILTER FABRIC ENVELOPE SHALL- BE TYPE D -3 (FDOT STANDARD INDEX199)WITH A PERMEABILITY OF 0.7' /SEC AND AN APPARENT OPENING SIZE OF 0.425 MM ( #40 SIEVE). 2. ALL FILTER FABRIC JOINTS SHOULD OVERLAP A MINIMUM OF ,1 FOOT.', 3., LOW PERMEABLE: SOIL SHOULD HAVE LL > 350, PI < 25, AND PERMEABILITY RATE LESS THAN 1 FOOT PER DAY "(3.5'x10 -4 CM /SEC). 4. ALL UNDERDRAIN CLEANOUTS WITHIN POND BOTTOMS TO HAVE TOP ELEVATIONS AT PROPOSED POND BOTTOM ELEVATIONS. 5.. COURSE AGGREGATE AND UNDERDRAIN FILTER FABRIC TOP ELEVATIONS TO BE 2 FEET- - BELOW PROPOSED POND BOTTOM. ELEVATIONS; EXCEPT WALL UNDERDRAINS TOP ELEVS. TO BE AS SHOWN IN DETAIL. ORIGINAL RECEIVED - OCT 15 2000 PLANNING DEPARTMENT CITY OF CLEARWATER thr'ee' 4040 N.�Ce Z� Expwy I Da175204 az 12 4.559o� 1 214.559.9 0 Greystone Communities SantaFe Healthcare GROUP C /v// Eng heerko • rmnsportemon Env/ronments/. • P /&70AW 380 Park Place Boulevard, Suite 300 - Clearwater, Florida, 33759 www.tbagroup.com - 800.861.8314 License No. 3843 Q E LL MM o W U CM L W J CD; Q PROJECT' NO.: 07024 DATE: October 15, 2008 SEAL: ' j �if ll9f l.r r. O Bryan L. Zar A, PE0 FL Reg. No. 5216 �' ,%� • "r OWNER: BVG Aquisition, Inc. PHASE: 100% CONSTRUCTION DOCUMENTS' SHEET DESCRIPTION: CROSS SECTIONS - POND B SHEET NUMBER: SC4.08 1 2 LAI- INSTALL C.O. TOP EL.' 15.0 INV. EL.=11.4 7 I1A, NS7, INSTA C.O. TOP EL. =1 5.0 Y INV. EL.=1111. A W V P " . 9, VC Zi, qj TALL F OF 6" SOLID Ji GEOTECH BORING APB-4 000 ? ate. @ G ()A0 @ 0 Ar D?,P, l a, 04 \\As .,� �\� Q � , IE=111.3 INST LL C,q fOF, EL. = /7 IN . EL.7,11,.,*59,/��_ yam T C.O. IN: JZ TO,P-o EL. -17 \ _-,11NV. EL.( --NW INSTALL AN- k � „_- \ SAN- TOP Et .=1,5.0 �____SAN- -PR -VV�',- E L. 4-i 1, 3 NO - I/ POND C -1: PLAN VIEW., ,SCALE: 1 "-20' FINE AGGREGATE TO HAVE A UNIFORMITY COEFFICIENT OF 1.5 J I EXISTING -MATCH GREATER AND AN EFFECTIVE GRAIN SIZE OF 0.2 TO 0.55 1 II OAK EXISTING MILLIMETERS IN DIAMETER. THE VERTICAL PERMEABILITY GRADE RATE (K) IS TO BE 30 FEET/DAY (TYP.). BERM (TYP) FINE AGGREGATE TO MEET THE REQUIREMENTS FEXISTING B EL = 17.00 -OF FDOT SECTION 902-2 OF THE STANDARD SPECIFICATIONS. WRAP FILTER 2 GRADE 5* PROPOSED SIDEWALK FABRIC 2'x2'x2' 4 D.H W. PROPOSED (TYP.) I 9,M _10U __218107- WHEEL STOP VU 14.00 L 1.00 E "FA�D Y 111/ F/ y I 6.00 ANCHOR STONE GRAVITY -WALL (REFER, TO 0.00 20.00 40.00 60.00 80. 100.00 EL=13.0 FILTER FABRIC ENVELOPE (TYP.) FILTER FABRIC ENVELOPE INSTALL LOW PERMEABLE SOIL (SEE NOTES 1 & 2) TOB EL = 17.0 EXISTING efii ;n CORE (2- WIDE) FROM COURSE AGGREGATE ELEV 10.75' TO ELEV 16.5' 6" PVC PERFORATED UNDERDRAIN (SEE NOTE 3) (TYP.) WRAPPED IN FILTER FABRIC 24. 00 6" PVC PERFORATED N,-,M-'EL=10.75 (SEE NOTES 1 AND 2) UNDERDRAIN 2' INV. ELEV.= (VARIES FROM 11.3 TO 11.4) COURSE AGGREGATE TO BE GRAVEL OR STONE UNDERDRAIN MEETING THE REQUIREMENTS OF FDOT SECTIONS 901-2 OR 901-3 OF THE STANDARD SPECIFICATIONS (TYP.) DIMENSIONS TOP ELEV.= SEE DETAIL 20.00 .(WATER - QUALITY) 6" PVC PERFORATED UNDERDRAIN N.T.S. (TYP.) WRAPPED IN FILTER FABRIC (SEE NOTES 1 AND 2) EL=16.0 FILTER FABRIC ENVELOPE Rim ANCHOR STONE GRAVITY WALL (REFER TO COURSE AGGREGATE-4;;i- in ARCHITECTS PLANS FOR WALL DESIGN AND SPECIFICATIONS 6` PVC PERFORATED EL=11 UNDERDRAIN INV. ELEV.=(VARIES 18.00- FROM 11.5 TO 11.4) UNDERDRAIN POND C-1: SECTION C 1A-CIA DIMENSIONS _LL1 T (WALL) SCALE: HORIZTP=20' VERT 1 21 N.T.S. /--,Li \Uwy \U/_%jz_QUVz_-,DtA,_-).CIWg LAZ) I JAVLIJ: inu, U// lu/ub-y: 4-1a I-LU I ILU: Mon, 29p BY: JEIP VrV FINE, AGGREGATE COURSE AGGREGATE LOW PERMEABLE -SOIL FILTER FABRIC EXISTING CLAY LAYER -------- - EXISTING GRADE C. 0. CLEAN OUT UDI UNDERDRAIN STORM STRUCTURE NUMBER NOTE 1.` 'FILTER 'FABRIC ENVELOPE SHALL BE- TYPE-D-3 (FDOT' STANDARD INDEX199)WITH ' A PERMEABILITY OF 0.7'/SEC AND AN APPARENT'' OPENING SIZE OF 0:425 MM (#40 SIEVE). 2., ALL FILTER FABRIC JOINTS SHOULD OVERLAP A. MINIMUM OF 1 FOOT. 3. LOW PERMEABLE SOIL SHOULD HAVE LL >,35, PI < 25, AND PERMEABILITY RATE LESS THAN 1 FOOT PER DAY (3,5'x10 -4 CM/SEC). 4. ALL UNDERDRAIN CLEANOUTS WITHIN POND BOTTOMS TO HAVE TOP ELEVATIONS--AT. PROPOSED POND BOTTOM,,, ELEVATIONS. 5.' COURSE AGGREGATE AND UNDERDRAIN FILTER FABRIC TOP' ELEVATIONS. TO BE 2 FEET BELOW PROPOSED POND BOTTOM ELEVATIONS; EXCEPT WALL UNDERDRAINS TOP ELEVS.'TO BE AS SHOWN IN DETAIL. SCALE: HORIZ 1 =20; VERT 1 2 ORIGINAL RECEIVED OCT 15 2000 PLANNING DEPARTMENT CITY OF CLEARWATER three,,, 4040 N. Central Expwy Dallas, Texas 214.559.4080 214.559.0990 suite 200 73204 telephone 1facslmillee Greystone Communities SantaFe HealthCare GROUP any Efioneignov - Transportation Enwrommul - plan Aw 360 Park Place Boulevard, Suite 300 Clearwater, Florida, 33759 ' www.tbegroup.com 800.861.8314 License No. 3843 < E= E L. , C-') Uj 4-J 0 U) �, CD U_ Cz C/3 PROJECT NO.: 07024 - DATE: October 15, 2008 ,SEAL: -A Bryan L.-Za ?i " P-;E FL Reg. No. 521 7 '% "P OWNER: BVG Aquisition, Inc. PHASE: 100% CONSTRUCTION DOCUMENTS SHEET DESCRIPTION: CROSS SECTIONS - POND C1 SHEET NUMBER: SC4.09 GEOTECH BORING APB,-4/B-15 ANCHOR STONE GRAVITY -WALL (REFER, TO EXISTING ARCHITECTS PLANS FOR WALL DESIGN AND OAK SPECIFICATIONS) BERM (TYP)- III EXISTING TOB EL = 17.0 EXISTING II GRADEJ 5' 5* OAK 24. 00 22.00 20.00 _rMATCH EXISTING 18.00- % 3M=w a W _LL1 T GRADE 16.0 CLAYEY FINE -j i- �ul 14.0'- $AND -WRAP FILTER 12.00 FABRIC 2'x2*x2' TO ELEV.=10.75 1u.UU JTYP.) 1U./ 8.00=1 INSTALL LOW PERMEABLE SOIL 6.001 1 1 CORE (2- WIDE) FROM ELEV 0.00 20.00 40.00 60.00 80.00 10.75' TO ELEV 16'.5' - - '(SEE NOTE 3) EL=13.0 -FILTER FABRIC ENVELOPE (TYP.) FILTER FABRIC ENVELOPE- (SEE NOTES .1 & 2) , COURSE AGGREGATE- N to 6" PVC, PERFORATED UNDERDRAIN 6" PVC PERFORATED C4 (TYP.) WRAPPED IN FILTER UNDERDRAIN EL=10.75 FABRIC (SEE NOTES 1 AND 2) INV. ELEV.= (VARIES FROM 11.3 TO 11.4) COURSE AGGREGATE TO BE GRAVEL OR STONE MEETING THE REQUIREMENTS OF FDOT SECTIONS OR 901-3 OF THE STANDARD SPECIFICATIONS (TYP.) UNDERDRAIN TOP EIFV.=SEE DETAIL FINE AGGREGATE TO HAVE A UNIFORMITY COEFFICIENT OF- 1.5 DIMENSIONS OR GREATER AND AN EFFECTIVE GRAIN SIZE OF 0.2 TO 0.55 N.T.S.- MILLIMETERS IN DIAMETER. THE VERTICAL PERMEABILITY RATE (K) IS-TO BE 30 FEET/DAY (TYP.). FINE AGGREGATE TO MEET THE REQUIREMENTS OF FDOT SECTION 902-2 OF- THE STANDARD SPECIFICATIONS. POND C-1: SECTION. C I C 1B SCALE: HORIZ 1 =20; VERT 1 2 ORIGINAL RECEIVED OCT 15 2000 PLANNING DEPARTMENT CITY OF CLEARWATER three,,, 4040 N. Central Expwy Dallas, Texas 214.559.4080 214.559.0990 suite 200 73204 telephone 1facslmillee Greystone Communities SantaFe HealthCare GROUP any Efioneignov - Transportation Enwrommul - plan Aw 360 Park Place Boulevard, Suite 300 Clearwater, Florida, 33759 ' www.tbegroup.com 800.861.8314 License No. 3843 < E= E L. , C-') Uj 4-J 0 U) �, CD U_ Cz C/3 PROJECT NO.: 07024 - DATE: October 15, 2008 ,SEAL: -A Bryan L.-Za ?i " P-;E FL Reg. No. 521 7 '% "P OWNER: BVG Aquisition, Inc. PHASE: 100% CONSTRUCTION DOCUMENTS SHEET DESCRIPTION: CROSS SECTIONS - POND C1 SHEET NUMBER: SC4.09 T. :A" II• ,�� 1 • j 0 - - - - - -- / �' (o • : II I � �_ �w � f , , , CO - - •II i V� three, \ • \ r,y 4040 N. Central Expwy I Dallas, Texas 1 214.559.4080 214.559.0990 ( ^<<" suite 200 75204 1 telephone I facsimile �. Greystone Communities ,,,._ SantaFe HealthCare ;f� •N r I I Atu GROUP C. 0. A0 .� II C/WY Engheerko • Trsnoportadon II I I 'n I , , \ / !. ov / �- S3 Environmental • P/aMAW 380 Park Place Boulevard, Suite 300 II I o `, "�'n :, ;• O ��S v0 �' h"" �� 60 Clearwater, Florida, 33759 s 23 0 ��,/ tiy. www.tbegroup.corn - 800.861.8314 .214 C. 0. ® p VC �4 \;, ,l �� P 2� /,r ; License No. 3843 II V IT Af lb jN II � /. O � NSA P� vN0 •'' ---' � •_ INSTALL �0. � � C.O 40 INSTALL C.O. -'TOP EL. =2n° / ;.� TOP EL.= 23.00• s- ' I N V. L-.= 1 M _�_ - -NdM Y I:,_ ::�„ \ - �� _ - - ✓ • . X0,8 /,, i� • _ ;'A'I- `INV. EL. 18.10 4� INSTALLo- C 0,.," . y - U as. . iii � �,., -_: � INSTALL C.O. • -___ -- I -�-�� . -.,. -24.50 r - I � �� --_" TO ...; i' '�� "�� TOP EL. - -__ -_ f ,- �;. Q =24.50 Cz 4Q1 r�Q = _ _ � / _=-= ---��T I� . EL. =19.20 �% =- P _ C),- 1 r _ \ �� = INV. EL. 19.00 - -- _ - - GEOTECH BORING B- 21/13-15 'POND. C ''PLAN NIEW _ FINE AGGREGATE TO HAVE A UNIFORMITY COEFFICIENT OF 1.5 S C A I E . 1 " - 2 0' OR GREATER AND AN EFFECTIVE GRAIN SIZE OF 0.2 TO 0.55 MILLIMETERS IN DIAMETER. THE VERTICAL PERMEABILITY RATE (K) IS TO BE 30 FEET /DAY (TYP.). I - FINE AGGREGATE TO MEET THE REQUIREMENTS OF FDOT SECTION 902 -2 OF THE STANDARD SPECIFICATIONS. I G E 0 TE C H BORING' P B- 3 /P B- 5 " BERM (TYP) PROPOSEI SIDEWAL BERM (TYP) • 5' S' MAIN CCRC TOB EL = 24.5 EXISTING GR DE MAIN BUILDINGC 26.00 BUILDING 28 00) 5' 5' TOB EL = 24.5 D. •W _ 26.00 - - - - 22.00 24.00 - - - -D:I+. - - - - - - - - - PROPOSED 20.00 - 22.00 WRAP FILTER CURB 00 XCAVA EXISTING EXCAVA11ON 20.00 - FABRIC 2'x2'x2' INSTALL LOW _ - - - GRADE _ • ' ; _ '..�; s : �.,,:.. ;- (T�•) PROJECT NO.: O]O24 PERMEABLE SOIL 16.00 - - EL 17.5 _ I STALL OW PER EABLE SOIL CORE TO CORE INSTALL LOW PERMEABLE FROM E SOIL 16.00 OM ELEV DATE: October 15, 2008 CORE 2 WIDE FROM ELEV 0� TOP ELEV. =24.0 0.00 20. 4 .0 60.00 80.00 17.5 TO ELEV 24.0 (SEE 14.00 11 E_T� (SEE NOTE 3) NOTE 3) SEAL: XISIING CLAYEY 0.00 20.00 4 C 0 60.00' 80.00 00.00- .1'20.00 140.00 160,00 FINE SAND LAYER � � . � � ;�`� ,,�•;, Sail:: ••. 6" PVC PERFORATED UNDERDRAIN 8" SAN SEWER INV EL' 12.3 *��(C�G� EL =18.5 (TYP.) WRAPPED IN FILTER FILTER FABRIC ENVELOPE (TYP.) Q' .•' .` EL =21.0 � 'tl FABRIC (SEE NOTES 1 AND 2) teo,;.e. o (SEE NOTES 1 do 2) FILTER FABRIC ENVELOPE ywoa =sso� FILTER FABRIC E t' . NVELOPE�:� r N N M 9•p.. , L 'ep'o�; •e•o, COURSE AGGREGATE �` �' 'n 6 "" PVC PERFORATED UNDERDRAIN (TYP.) WRAPPED IN ' L'dl 'n b••, "° J V COURSE AGGREGATE COURSE AGGREGATE TO BE GRAVEL OR STONE•.e;. MEETING THE REQUIREMENTS OF FDOT SECTIONS FILTER FABRIC (SEE NOTES 1 AND 2) ' 6" PVC PERFORATED s;^ o EL-17.5 901 -2 OR 901 -3 OF THE STANDARD SPECIFICATIONS (TYP.) 6" PVC PERFORATED >:�, eesx. EL =17.5 , UNDERDRAIN TOP ELEV. =SEE DETAIL UNDERDRAIN Bryan L. - Za 11', 1 1 4, PE`,, INV. ELEV.= (VARIES 2' INV. ELEV.= (VARIES �2' COURSE AGGREGATE TO BE GRAVEL OR STONE 'D"_ !•... - • •'' FROM 18.0 TO 18.3) FILTER FABRIC ENVELOPE (TYP.) FROM 18.0 TO 18.3) MEETING THE REQUIREMENTS OF FDOT SECTIONS' FL Reg. NO. 52167 UNDERDRAIN (SEE NOTES 1 & 2) 901 -2 OR 901 -3 OF THE STANDARD SPECIFICATIONS (TYP.) UNDERDRAIN TOP ELEV. =SEE DETAIL DIMENSIONS 6" PVC PERFORATED UNDERDRAIN DIMENSIONS FINE AGGREGATE TO HAVE A UNIFORMITY COEFFICIENT OF 1.5 OWNER: (TYP.) WRAPPED IN FILTER OR GREATER AND AN EFFECTIVE GRAIN SIZE OF 0.2 TO 0.55 WATER QUALITY) FABRIC (SEE NOTES,1 AND 2) WATER QUALITY) MILLIMETERS IN DIAMETER. THE VERTICAL PERMEABILITY BVG AqulSltiOn, Inc. N.T.S. RATE (K) IS TO BE-30 FEET /DAY (TYP.). N.T.S. FINE AGGREGATE TO MEET THE REQUIREMENTS COURSE AGGREGATE TO BE GRAVEL OR STONE OF FDOT SECTION 902 -2 OF -THE STANDARD SPECIFICATIONS. PHASE: FETING THE REQUIREMENTS OF FDOT SECTIONS 100% CONSTRUCTION EL =23.0 DOCUMENTS EL =23.0 901 -2 OR 901 -3 OF THE STANDARD SPECIFICATIONS (TYP.). FILTER FABRIC ENVELOPE FILTER FABRIC ENVELOPE - SHEET DESCRIPTION COURSE AGGREGATE °I' ?' 70 zo ;1��` 4 COURSE AGGREGATE 4.4., ,• 6" PVC PERFORATED EL-18.5 6" PVC PERFORATED % EL =18.5 UNDERDRAIN a,.. CROSS SECTIONS - UNDERDRAIN ORIGINAL INV. ELEV.= (VARIES 2' INV. ELEV.= (VARIES 2' RECEIVED POND C2 19.2 TO 19.0 FROM 19.2 TO 19.0) UNDERDRAIN POND C SECTION C UNDERDRAIN 5 OCT 1 2000 - DIMENSIONS SCALE: HORIZ 1 " =20' ; VERT 1" = 2' DIMENSIONS P0, ND C -2: E ' . NLANNINGDEPARTMENT WALL W S C T I C N C 2'B - C 2,13 CITY OFCLEARWATER SHEET NUMBER: N.T.S. ALL SCALE• ' . , N.T.S. HORIZ �1 -20 VERT 1 - 2 • - - SC4.10 FILE: J:\02026\02026002.00\ACAD\dwg\02026002-SECS.dwg LAST SAVED: - Thu, '07/10/08-9:41a PLOTTED: Mon, 10/13/08-3:29p BY: JDP _ 32 LF 6" SOLID PVC - INSTALL '5LF 6" SOLID PVC - INSTALL C.O. TOP ' EL. =20.50 INV. - EL. =18.00 - three, \ • \ r,y 4040 N. Central Expwy I Dallas, Texas 1 214.559.4080 214.559.0990 ( ^<<" suite 200 75204 1 telephone I facsimile �. Greystone Communities ,,,._ SantaFe HealthCare ;f� •N r I I Atu GROUP C. 0. A0 .� II C/WY Engheerko • Trsnoportadon II I I 'n I , , \ / !. ov / �- S3 Environmental • P/aMAW 380 Park Place Boulevard, Suite 300 II I o `, "�'n :, ;• O ��S v0 �' h"" �� 60 Clearwater, Florida, 33759 s 23 0 ��,/ tiy. www.tbegroup.corn - 800.861.8314 .214 C. 0. ® p VC �4 \;, ,l �� P 2� /,r ; License No. 3843 II V IT Af lb jN II � /. O � NSA P� vN0 •'' ---' � •_ INSTALL �0. � � C.O 40 INSTALL C.O. -'TOP EL. =2n° / ;.� TOP EL.= 23.00• s- ' I N V. L-.= 1 M _�_ - -NdM Y I:,_ ::�„ \ - �� _ - - ✓ • . X0,8 /,, i� • _ ;'A'I- `INV. EL. 18.10 4� INSTALLo- C 0,.," . y - U as. . iii � �,., -_: � INSTALL C.O. • -___ -- I -�-�� . -.,. -24.50 r - I � �� --_" TO ...; i' '�� "�� TOP EL. - -__ -_ f ,- �;. Q =24.50 Cz 4Q1 r�Q = _ _ � / _=-= ---��T I� . EL. =19.20 �% =- P _ C),- 1 r _ \ �� = INV. EL. 19.00 - -- _ - - GEOTECH BORING B- 21/13-15 'POND. C ''PLAN NIEW _ FINE AGGREGATE TO HAVE A UNIFORMITY COEFFICIENT OF 1.5 S C A I E . 1 " - 2 0' OR GREATER AND AN EFFECTIVE GRAIN SIZE OF 0.2 TO 0.55 MILLIMETERS IN DIAMETER. THE VERTICAL PERMEABILITY RATE (K) IS TO BE 30 FEET /DAY (TYP.). I - FINE AGGREGATE TO MEET THE REQUIREMENTS OF FDOT SECTION 902 -2 OF THE STANDARD SPECIFICATIONS. I G E 0 TE C H BORING' P B- 3 /P B- 5 " BERM (TYP) PROPOSEI SIDEWAL BERM (TYP) • 5' S' MAIN CCRC TOB EL = 24.5 EXISTING GR DE MAIN BUILDINGC 26.00 BUILDING 28 00) 5' 5' TOB EL = 24.5 D. •W _ 26.00 - - - - 22.00 24.00 - - - -D:I+. - - - - - - - - - PROPOSED 20.00 - 22.00 WRAP FILTER CURB 00 XCAVA EXISTING EXCAVA11ON 20.00 - FABRIC 2'x2'x2' INSTALL LOW _ - - - GRADE _ • ' ; _ '..�; s : �.,,:.. ;- (T�•) PROJECT NO.: O]O24 PERMEABLE SOIL 16.00 - - EL 17.5 _ I STALL OW PER EABLE SOIL CORE TO CORE INSTALL LOW PERMEABLE FROM E SOIL 16.00 OM ELEV DATE: October 15, 2008 CORE 2 WIDE FROM ELEV 0� TOP ELEV. =24.0 0.00 20. 4 .0 60.00 80.00 17.5 TO ELEV 24.0 (SEE 14.00 11 E_T� (SEE NOTE 3) NOTE 3) SEAL: XISIING CLAYEY 0.00 20.00 4 C 0 60.00' 80.00 00.00- .1'20.00 140.00 160,00 FINE SAND LAYER � � . � � ;�`� ,,�•;, Sail:: ••. 6" PVC PERFORATED UNDERDRAIN 8" SAN SEWER INV EL' 12.3 *��(C�G� EL =18.5 (TYP.) WRAPPED IN FILTER FILTER FABRIC ENVELOPE (TYP.) Q' .•' .` EL =21.0 � 'tl FABRIC (SEE NOTES 1 AND 2) teo,;.e. o (SEE NOTES 1 do 2) FILTER FABRIC ENVELOPE ywoa =sso� FILTER FABRIC E t' . NVELOPE�:� r N N M 9•p.. , L 'ep'o�; •e•o, COURSE AGGREGATE �` �' 'n 6 "" PVC PERFORATED UNDERDRAIN (TYP.) WRAPPED IN ' L'dl 'n b••, "° J V COURSE AGGREGATE COURSE AGGREGATE TO BE GRAVEL OR STONE•.e;. MEETING THE REQUIREMENTS OF FDOT SECTIONS FILTER FABRIC (SEE NOTES 1 AND 2) ' 6" PVC PERFORATED s;^ o EL-17.5 901 -2 OR 901 -3 OF THE STANDARD SPECIFICATIONS (TYP.) 6" PVC PERFORATED >:�, eesx. EL =17.5 , UNDERDRAIN TOP ELEV. =SEE DETAIL UNDERDRAIN Bryan L. - Za 11', 1 1 4, PE`,, INV. ELEV.= (VARIES 2' INV. ELEV.= (VARIES �2' COURSE AGGREGATE TO BE GRAVEL OR STONE 'D"_ !•... - • •'' FROM 18.0 TO 18.3) FILTER FABRIC ENVELOPE (TYP.) FROM 18.0 TO 18.3) MEETING THE REQUIREMENTS OF FDOT SECTIONS' FL Reg. NO. 52167 UNDERDRAIN (SEE NOTES 1 & 2) 901 -2 OR 901 -3 OF THE STANDARD SPECIFICATIONS (TYP.) UNDERDRAIN TOP ELEV. =SEE DETAIL DIMENSIONS 6" PVC PERFORATED UNDERDRAIN DIMENSIONS FINE AGGREGATE TO HAVE A UNIFORMITY COEFFICIENT OF 1.5 OWNER: (TYP.) WRAPPED IN FILTER OR GREATER AND AN EFFECTIVE GRAIN SIZE OF 0.2 TO 0.55 WATER QUALITY) FABRIC (SEE NOTES,1 AND 2) WATER QUALITY) MILLIMETERS IN DIAMETER. THE VERTICAL PERMEABILITY BVG AqulSltiOn, Inc. N.T.S. RATE (K) IS TO BE-30 FEET /DAY (TYP.). N.T.S. FINE AGGREGATE TO MEET THE REQUIREMENTS COURSE AGGREGATE TO BE GRAVEL OR STONE OF FDOT SECTION 902 -2 OF -THE STANDARD SPECIFICATIONS. PHASE: FETING THE REQUIREMENTS OF FDOT SECTIONS 100% CONSTRUCTION EL =23.0 DOCUMENTS EL =23.0 901 -2 OR 901 -3 OF THE STANDARD SPECIFICATIONS (TYP.). FILTER FABRIC ENVELOPE FILTER FABRIC ENVELOPE - SHEET DESCRIPTION COURSE AGGREGATE °I' ?' 70 zo ;1��` 4 COURSE AGGREGATE 4.4., ,• 6" PVC PERFORATED EL-18.5 6" PVC PERFORATED % EL =18.5 UNDERDRAIN a,.. CROSS SECTIONS - UNDERDRAIN ORIGINAL INV. ELEV.= (VARIES 2' INV. ELEV.= (VARIES 2' RECEIVED POND C2 19.2 TO 19.0 FROM 19.2 TO 19.0) UNDERDRAIN POND C SECTION C UNDERDRAIN 5 OCT 1 2000 - DIMENSIONS SCALE: HORIZ 1 " =20' ; VERT 1" = 2' DIMENSIONS P0, ND C -2: E ' . NLANNINGDEPARTMENT WALL W S C T I C N C 2'B - C 2,13 CITY OFCLEARWATER SHEET NUMBER: N.T.S. ALL SCALE• ' . , N.T.S. HORIZ �1 -20 VERT 1 - 2 • - - SC4.10 FILE: J:\02026\02026002.00\ACAD\dwg\02026002-SECS.dwg LAST SAVED: - Thu, '07/10/08-9:41a PLOTTED: Mon, 10/13/08-3:29p BY: JDP _ / ,, -AF I • Q . } F_ ,..I . i_ 1.. �.. �.. . EL - .��- I ELT -x.50 J I ; rvJ.. _.1 �_ 1_ _1 INSTALL V v 6 SE) C PNI _j 410 0 • - i i I s / 4QL� / \ �I 1 - 1 _ -_i i_, ..1 I- -1 I. __i i_ -J r_ ; APB - /� _ '� \ \ / Jd� -S, 1 S CO O = I V J� 1 �� 1 F" . -, _ ..l F_ ,.i' v _i F_ .; t '_'s 1- I - \ I _ 1' _ _i _l i _ . f 1 I X= L 468 I I , I i , I F 1 o \ J I ; J 4Q:: I 1 �\ 24 1 / 1 �. f ; i V \ •� 1 w i ...f /y� '\ '\ �% , N VVI I- v l _, 1 1 A I INSTALL .0. \,; r 00 d -114 _1 1 TOP -r _ INV. L. - .60 ��`' I /' `- � I� -I c� 11" •.I I .. F_ _i , . ,1 ,1._ ..j 1, ..1 r 'J O i 1 _� � .1 I __I / 7A. (JI F f I" r f, I ` f. �- -- gar - I _ �� 6 / \ 1 ` r � \ /yx � \• LP ' 1 , o A I B -y 1 _, . \. J 0.1 a d- , b bi J ,- FL °I i i -1 -; fit.;... W - _ -J F_ ._f 0 rz A _ ;tI_ � Z MBA �� I /// POND D: PLAN VIEW SCALE: 1 "= 20' GEOTECH BORING APB _*3 MATCH EXISTING GRADE AT 4:1 SLOPE BERM ( TYP ) 5' TOB 56 STING 12.00- EL =10.00 PROPOSED CURB, 10.00 EXCAVATION 8.00 DEPTH 8.00 TO ELEV.-5.0 4.0 2.00 o.00 -2.00 0• 100.00 120.00 140.00 - FILTER FABRIC ENVELOPE (TYP.) EL =6.00 (SEE NOTES 1 & 2) FILTER FABRIC ENVELOPE : }° ill's ° >1s9, 6" PVC PERFORATED UNDERDRAIN (TYP.) WRAPPED IN FILTER FABRIC (SEE ` NOTES 1 AND 2) COURSE AGGREGATE s'°"h� �? ` 6" PVC 'PERFORATED ''.t. EL =5.00 UNDERDRAIN Oil COURSE AGGREGATE TO BE GRAVEL OR STONE INV. ELEV.= (VARIES - 2� MEETING THE REQUIREMENTS OF FDOT SECTIONS FROM 5.5 TO 5.6) • 901 -2 OR 901 -3 OF THE STANDARD SPECIFICATIONS (TYP.) TOP ELEV. =7.5 FINE AGGREGATE TO HAVE A UNIFORMITY COEFFICIENT OF 1.5 UNDERDRAIN OR GREATER AND AN EFFECTIVE GRAIN SIZE OF 0.2 TO 0.55 MILLIMETERS IN DIAMETER. THE VERTICAL PERMEABILITY DIMENSIONS RATE (K) IS TO BE 30 FEET/DAY (TYP.). N.T.S. FINE AGGREGATE TO MEET THE REQUIREMENTS OF FDOT SECTION 902 -2 OF THE STANDARD SPECIFICATIONS. POND D: SECTION SCALE: HORIZ 1 " =20' VERT 1" = 2' I FILE: J: \02026\ 02026002 .00 \ACAn \dwn \n ?n ?Fnn ? -gPC`S HIAl i I ACT q Vr'n- Th.. m /in In4_n. A /,T i„- I !1 !l I -'/ UtJ .J. 4- .71./ U I. UL) KEY " FINE AGGREGATE aP^q`c COURSE AGGREGATE LOW PERMEABLE SOIL - � FILTER FABRIC EXISTING CLAY -LAYER -- - - - - -- EXISTING GRADE C.O. CLEANOUT UD - UNDERDRAIN A -# STORM STRUCTURE NUMBER NOTES 1. FILTER FABRIC ENVELOPE SHALL BE ' TYPE'D-3 (FDOT STANDARD INDEX199)WITH A PERMEABILITY OF 0.7' /SEC AND - AN APPARENT OPENING SIZE OF 0_.425 MM ( #40 SIEVE). 2.- ALL FILTER FABRIC JOINTS- SHOULD OVERLAP A ' MINIMUM OF 1 FOOT. 3. LOW PERMEABLE SOIL SHOULD HAVE . LL > 35, PI < 25, AND PERMEABILITY_ RATE LESS ' THAN 1- FOOT PER " DAY (3.5'X10 -4 CM /SEC). 4. ALL UNDERDRAIN--CLEANOUTS -WITHIN POND ?BOTTOMS TO HAVE TOP ' ELEVATIONS " AT PROPOSED POND BOTTOM,- ELEVATIONS. 5.'_ -,COURSE AGGREGATE AND UNDERDRAIN FILTER FABRIC TOP ELEVATIONS `TO BE 2 FEET BELOW PROPOSED- POND BOTTOM ELEVATIONS; EXCEPT WALL UNDERDRAINS TOP 'ELEVS. TO BE - AS -SHOWN IN DETAIL. ORIGINAL RECEIVED OCT 15-2008 PLANNING DEPARTMENT CITY OF CLEARWATER = M three 4040 N. Central Expwy I Dallas, Texas 1 214.559.4080 1 214.559.0990 suite 200 75204 telephone facsimile Greystone Communities SantaFe HealthCare G-Roup C/WY - Efi0neer/70 • • Trsnsportat/on Enwronmenta/ P /ann6t 380 Park Place Boulevard,. Suite 300 Clearwater, Florida, 33759 www.tbegroup.com - 800.861.8314 License No. 3843 E E• -L.I_ W U_ - Cz PROJECT NO.: 07024 DATE: October 15, 2008 SEAL: A10" Bryan L. Za rl °aj.. FL Reg. No. 5216 OWNER: BVG Aquisition, Inc. PHASE: 100% CONSTRUCTION DOCUMENTS SHEET DESCRIPTION: . CROSS SECTIONS - POND D SHEET NUMBER: SC4.11 kVAM �iiliii�7 i�� 61 ��. ►�li'U'�G�� kiii 0• 100.00 120.00 140.00 - FILTER FABRIC ENVELOPE (TYP.) EL =6.00 (SEE NOTES 1 & 2) FILTER FABRIC ENVELOPE : }° ill's ° >1s9, 6" PVC PERFORATED UNDERDRAIN (TYP.) WRAPPED IN FILTER FABRIC (SEE ` NOTES 1 AND 2) COURSE AGGREGATE s'°"h� �? ` 6" PVC 'PERFORATED ''.t. EL =5.00 UNDERDRAIN Oil COURSE AGGREGATE TO BE GRAVEL OR STONE INV. ELEV.= (VARIES - 2� MEETING THE REQUIREMENTS OF FDOT SECTIONS FROM 5.5 TO 5.6) • 901 -2 OR 901 -3 OF THE STANDARD SPECIFICATIONS (TYP.) TOP ELEV. =7.5 FINE AGGREGATE TO HAVE A UNIFORMITY COEFFICIENT OF 1.5 UNDERDRAIN OR GREATER AND AN EFFECTIVE GRAIN SIZE OF 0.2 TO 0.55 MILLIMETERS IN DIAMETER. THE VERTICAL PERMEABILITY DIMENSIONS RATE (K) IS TO BE 30 FEET/DAY (TYP.). N.T.S. FINE AGGREGATE TO MEET THE REQUIREMENTS OF FDOT SECTION 902 -2 OF THE STANDARD SPECIFICATIONS. POND D: SECTION SCALE: HORIZ 1 " =20' VERT 1" = 2' I FILE: J: \02026\ 02026002 .00 \ACAn \dwn \n ?n ?Fnn ? -gPC`S HIAl i I ACT q Vr'n- Th.. m /in In4_n. A /,T i„- I !1 !l I -'/ UtJ .J. 4- .71./ U I. UL) KEY " FINE AGGREGATE aP^q`c COURSE AGGREGATE LOW PERMEABLE SOIL - � FILTER FABRIC EXISTING CLAY -LAYER -- - - - - -- EXISTING GRADE C.O. CLEANOUT UD - UNDERDRAIN A -# STORM STRUCTURE NUMBER NOTES 1. FILTER FABRIC ENVELOPE SHALL BE ' TYPE'D-3 (FDOT STANDARD INDEX199)WITH A PERMEABILITY OF 0.7' /SEC AND - AN APPARENT OPENING SIZE OF 0_.425 MM ( #40 SIEVE). 2.- ALL FILTER FABRIC JOINTS- SHOULD OVERLAP A ' MINIMUM OF 1 FOOT. 3. LOW PERMEABLE SOIL SHOULD HAVE . LL > 35, PI < 25, AND PERMEABILITY_ RATE LESS ' THAN 1- FOOT PER " DAY (3.5'X10 -4 CM /SEC). 4. ALL UNDERDRAIN--CLEANOUTS -WITHIN POND ?BOTTOMS TO HAVE TOP ' ELEVATIONS " AT PROPOSED POND BOTTOM,- ELEVATIONS. 5.'_ -,COURSE AGGREGATE AND UNDERDRAIN FILTER FABRIC TOP ELEVATIONS `TO BE 2 FEET BELOW PROPOSED- POND BOTTOM ELEVATIONS; EXCEPT WALL UNDERDRAINS TOP 'ELEVS. TO BE - AS -SHOWN IN DETAIL. ORIGINAL RECEIVED OCT 15-2008 PLANNING DEPARTMENT CITY OF CLEARWATER = M three 4040 N. Central Expwy I Dallas, Texas 1 214.559.4080 1 214.559.0990 suite 200 75204 telephone facsimile Greystone Communities SantaFe HealthCare G-Roup C/WY - Efi0neer/70 • • Trsnsportat/on Enwronmenta/ P /ann6t 380 Park Place Boulevard,. Suite 300 Clearwater, Florida, 33759 www.tbegroup.com - 800.861.8314 License No. 3843 E E• -L.I_ W U_ - Cz PROJECT NO.: 07024 DATE: October 15, 2008 SEAL: A10" Bryan L. Za rl °aj.. FL Reg. No. 5216 OWNER: BVG Aquisition, Inc. PHASE: 100% CONSTRUCTION DOCUMENTS SHEET DESCRIPTION: . CROSS SECTIONS - POND D SHEET NUMBER: SC4.11 _ � , 1 � \ '� ,'01 INSTAW 5 LF I�- - _, 6" SOLIq PVC rj � rill � \ rb II N I VIA- - I C IT VIA poN� Z_ -� C.O. 10 jd id •gyp ' 0 6 �� / ...i'• INSTALL .•O./ -I PAN m - .3 - �� /•� • TOP EL.76 X00 ly Y / •�•• , INV. EL: =x:50 , •!;.A� AI \1" Ile, 00 INSTALL C.O. TOP EL. =6.00 INV - � /� /i / � /% � � 3 0000, Cj io l000l /01 "� <. A /•• 00 / BOND E: PLAN VIE__W SCALE:- 1 "=20' WRAP FILTER FABRIC 2'x2'x2' (rn'•) EXCAVATION DI TO ELEV. =3.0 GEOTECH BORING APB -6 r- MATCH EXISTING GRADE BERM (TYP) MATCH EXISTING 5 GRADE AT 4:1 (25YR- 4HR)= .5' 1 B T EL 6.00 o�v -► - - SHWT 0.00 '-FILTER FABRIC ENVELOPE (TYP.) (SEE NOTES 1 & 2) 6" PVC PERFORATED UNDERDRAIN (TYP.) WRAPPED IN FILTER FABRIC (SEE NOTES 1 AND 2) COURSE AGGREGATE TO BE GRAVEL OR STONE MEETING THE REQUIREMENTS OF FDOT'SECTIONS 901 -2 OR 901 -3 OF THE STANDARD SPECIFICATIONS (TYP.) TOP ELEV,. =5.5 FINE AGGREGATE TO HAVE A UNIFORMITY COEFFICIENT OF 1.5 OR GREATER AND AN EFFECTIVE GRAIN SIZE OF 0.2 TO 0.55 MILLIMETERS IN DIAMETER. THE VERTICAL PERMEABILITY RATE ' (K) IS TO BE 30 FEET /DAY (TYP.). FINE AGGREGATE TO MEET THE REQUIREMENTS OF FDOT SECTION 902 -2 OF THE STANDARD SPECIFICATIONS. PSECTION El-El SCALE: HORIZ- EL =4.00 FILTER FABRIC ENVELOPE �'°� <<__'@ COURSE AGGREGATE "5 ° °' o n-7 11n /nQ -a. ni„ DI nTT�n. �g 6" PVC PERFORATED ;R - EL -_ 3.00 UNDERDRAIN ■ ■� a`= - INV. ELEV. =' (VARIES 2' FROM 3.5 TO 3.7) UNDERDRAIN DIMENSIONS N.T.S. GEOTECH BORING APB -6 r- MATCH EXISTING GRADE BERM (TYP) MATCH EXISTING 5 GRADE AT 4:1 (25YR- 4HR)= .5' 1 B T EL 6.00 o�v -► - - SHWT 0.00 '-FILTER FABRIC ENVELOPE (TYP.) (SEE NOTES 1 & 2) 6" PVC PERFORATED UNDERDRAIN (TYP.) WRAPPED IN FILTER FABRIC (SEE NOTES 1 AND 2) COURSE AGGREGATE TO BE GRAVEL OR STONE MEETING THE REQUIREMENTS OF FDOT'SECTIONS 901 -2 OR 901 -3 OF THE STANDARD SPECIFICATIONS (TYP.) TOP ELEV,. =5.5 FINE AGGREGATE TO HAVE A UNIFORMITY COEFFICIENT OF 1.5 OR GREATER AND AN EFFECTIVE GRAIN SIZE OF 0.2 TO 0.55 MILLIMETERS IN DIAMETER. THE VERTICAL PERMEABILITY RATE ' (K) IS TO BE 30 FEET /DAY (TYP.). FINE AGGREGATE TO MEET THE REQUIREMENTS OF FDOT SECTION 902 -2 OF THE STANDARD SPECIFICATIONS. PSECTION El-El SCALE: HORIZ- l')=201 VERT 1" = 2' FILE: J: \ 02026\ 02026002.00 \ACAD \dwa \020?6ong -,;FC'S rlwn I AST SA \ /P-n- Thrr n-7 11n /nQ -a. ni„ DI nTT�n. AA in /i z /no z_ -zn_ nv_ it n WRAP FILTER 2'&& (TYP. EXCAVATION DEP TO ELEV. ='3.0 KEY FINE AGGREGATE 4 COURSE 'AGGREGATE LOW, PERMEABLE SOIL r. FILTER FABRIC EXISTING CLAY LAYER - -- - - - - -- EXISTING GRADE C:O. CLEANOUT . UD , UNDERDRAIN A -# STORM STRUCTURE NUMBER NOTES 1. FILTER FABRIC ENVELOPE - SHALL' BE TYPE D -3 (FDOT STANDARD INDEX199)WITH A- PERMEABILITY OF 0.7' /SEC ' AND AN APPARENT , OPENING SIZE OF 0.425 MM ( #40. SIEVE). 2. 'ALL. FILTER FABRIC JOINTS SHOULD OVERLAP A MINIMUM -OF 1, FOOT. 3. LOW- PERMEABLE SOIL SHOULD HAVE LL. > 35, PI <.'25, AND PERMEABILITY RATE LESS THAN.1 FOOT PER DAY ,(3.5'x10 -4 CM /SEC). 4.. ALL UNDERDRAIN CLEANOUTS WITHIN POND BOTTOMS TO HAVE' TOP- ELEVATIONS AT PROPOSED -POND: BOTTOM ELEVATIONS. 5. COURSE AGGREGATE AND UNDERDRAIN .FILTER FABRIC- TOP ELEVATIONS TO BE 2 FEET BELOW PROPOSED POND BOTTOM ELEVATIONS;` EXCEPT WALL UNDERDRAINS TOP ELEVS. �TO BE AS SHOWN IN DETAIL.- GEOTECH BORING .PB -4 / 'APB -6 ANCHOR STONE GRAVITY WALL (REFER TO ARCHITECTS PLANS FOR WALL DESIGN AND SPECIFICATIONS) 10 1=1��_{►�� ABRIC ■ ■� 80.00 100.00 12000 140.00 , FILTER FABRIC ENVELOPE (TYP.) (SEE NOTES 1 & 2) 6" PVC PERFORATED UNDERDRAIN (TYP.) WRAPPED IN FILTER ,FABRIC (SEE NOTES 1 AND 2) EL-4.00 COURSE AGGREGATE TO BE GRAVEL OR STONE ooavae; }A >;i FILTER FABRIC ENVELOPE y ° MEETING THE REQUIREMENTS OF FDOT SECTIONS �° 1- ' 901 -2 OR 901 -3 OF THE STANDARD SPECIFICATIONS (TYP.) COURSE AGGREGATE ° °'�I °. TOP ELEV, =5.5 ;:goy' " °T4,coa r 6" PVC PERFORATED =aKo p "s a Y4 UNDERDRAIN ° ° ° °° °°` EL =3.00 FINE AGGREGATE TO HAVE A UNIFORMITY COEFFICIENT OF 1.5 °..,V° OR GREATER AND AN EFFECTIVE GRAIN 'SIZE OF 0.2 ' TO 0.55 INV. ELEV.= (VARIES 2' MILLIMETERS IN DIAMETER. THE VERTICAL PERMEABILITY FROM 15 TO 3.7) RATE (K) IS TO BE ,30 FEET /DAY (TYP.). FINE AGGREGATE TO MEET THE REQUIREMENTS OF FDOT SECTION 902 -2 OF THE STANDARD SPECIFICATIONS. UNDERDRAIN DIMENSIONS N.T.S. POND E: SECTION 'E2 -.E2 SCALE: HORIZ 1 " =20' VERT 1" = 2' ORIGINAL RECEPAD OCT 15 2000 PLANNING DEPARTMENT CITY OF CLEARWATER three 4040 N.0 Central to 200 Expwy 1 Dallas, as 1 214.559.4080 1 2lfacdmq� Greystone Communities SantaFe HealthCare GROUP CIW7 EnabeI • Tiwneportedon Envkwmenti/ • P/ennft 380 Park Place Boulevard; Suite 300 . Clearwater, Florida, 33759 www.tbagroup.com - 800.861.8314 License No. 3843 E LL c> L :j 4-J w is �. U_ _ V PROJECT NO.: 07024 DATE: October 15; 2008 SEAL: ' � ,, rtl•1f t1/ rya L. Zarl" `�a f•`� FL Reg. No. 5216 cJ •. i' .IP OWNER: BVG Aquisition, Inc. PHASE: - - 100% CONSTRUCTION DOCUMENTS SHEET DESCRIPTION: CROSS SECTIONS - POND E SHEET NUMBER: SC4.12 BELLA TERRA ADJACENT 22.00 PROPERTY 21.00 20.00 19.00 18.00 17.00 0.00 20.00 40.00 60.00 80.00 100.00 120.00 25.00 24.00 23.00 22.00 21.00 OUTER SECTION- NORTHEAST 1 (NE -1 SCALE: 1"=20' HORIZ. SCALE: 1"=2' VERT. ADJACENT PROPERTY BELLA TERRA EXISTING EXIS NG • WIDENED ANE (4' ROPE RTY LI ROPE TY L1 14E MOBILE CROSS ME EWAL - I - S' SETS CK LI E BO PARK B ULEV RD ' SETBACK -INE ' SE ACS E - - 1 - -/PROPER rY LINE i EXI STI NG L J RADE TAMPA 13AY EXI IN L u U EVSTING EIE CJ I 119F XI ISTIN PRc POSE - - GRADE GR DE _4 SIDEWALK GRAD GRAD I i TO REMAlt (P- RKING - Ij PRO DOSED 0.00 20.00 40.00 60.00 80.00 100.00 120.00 25.00 24.00 23.00 22.00 21.00 OUTER SECTION- NORTHEAST 1 (NE -1 SCALE: 1"=20' HORIZ. SCALE: 1"=2' VERT. ADJACENT PROPERTY BELLA TERRA 0.00 20.00 40.00 60.00 80.00 100.00" 120.00 OUTER SECTION - SOUTHWEST 1 (SW -1) SCALE: 1"=20' HORIZ. SCALE: 1"='2' VERT. EXISTING MOBILE HOME BELLA TERRA 21 0 CARPORT EL. 21.12 .0---------- - 20.00 19.00 18.00 17.00 U.UU 20.00 40.00 60.00 80.00 100.00 E BELLA TERRA ADJACENT 1600 PROPERTY 15.00 14.00 13.00 12.00 11.00 10.00 9.00 EXISTING EXIS NG • WIDENED ANE (4' ROPE RTY LI IE LINE MOBILE HOME ME EWAL - I - S' SETS CK LI E BO PARK D RT-EL 2:71 ' SETBACK -INE - .- - - 1 - -/PROPER rY LINE i EXI STI NG L J RADE EXI IN EVSTING EIE CJ I 119F XI NG PRc POSE - - GRADE GR DE _4 SIDEWALK GRAD I i " 0.00 20.00 40.00 60.00 80.00 100.00" 120.00 OUTER SECTION - SOUTHWEST 1 (SW -1) SCALE: 1"=20' HORIZ. SCALE: 1"='2' VERT. EXISTING MOBILE HOME BELLA TERRA 21 0 CARPORT EL. 21.12 .0---------- - 20.00 19.00 18.00 17.00 U.UU 20.00 40.00 60.00 80.00 100.00 E BELLA TERRA ADJACENT 1600 PROPERTY 15.00 14.00 13.00 12.00 11.00 10.00 9.00 0.00 20.00 40.00 60.00 80.00 100.00- 120.00 140.00 160.00 OUTER SECTION - NORTHEAST 2 (NE -2) SCALE: 1"=20' HORIZ. SCALE: 1"=2' VERT. ADJACENT BELLA TERRA 2400 PROPERTY 23.00 22:00 21.00 20.00 19.00 EXISTING ' LOVI,G� EXIST.-) JC 1 dAliR • WIDENED ANE (4' CROSS PROPERTY - LINE MOBILE H ME EWAL - I - S' SETS CK LI E BO LEVA D RT-EL 2:71 - .- - - 1 - -/PROPER rY LINE RE i EXI IN EVSTING EIE CJ I 119F GR DE GRADE GR DE _4 I " - Ij PRO DOSED 'll I � GRADE 00 20.00 40.00 60.00 80.00 100.00 120.00 14n_n0 1 Rn nn P OPOS D 18" RC I I 0.00 20.00 40.00 60.00 80.00 100.00- 120.00 140.00 160.00 OUTER SECTION - NORTHEAST 2 (NE -2) SCALE: 1"=20' HORIZ. SCALE: 1"=2' VERT. ADJACENT BELLA TERRA 2400 PROPERTY 23.00 22:00 21.00 20.00 19.00 0.00 20.00 40.00 - 60.00 80.00 100.00 120.00 OUTER SECTION - SOUTHWEST 2 (SW -2 SCALE: 1"=20' HORIZ. SCALE: 1"=2' VERT. EXISTING 28.00 LOVING LANE WIDENED LOVING 27.00 26.00 TH) 18.00 16.00 14.'00 12.00 10.00 8.00 6.00 4.00 2.00 30.00 29.00 28.00 27.00 26.00 L4 EXISTING ' LOVI,G� EXIST.-) JC 1 dAliR • WIDENED ANE (4' LOVI WI PROPERTY - LINE MOBILE H ME EWAL - I - S' SETS CK LI E CARP RT-EL 2:71 EXISTI .- - - RE EVSTING PROPOSED GRADE GR DE _4 I " 0.00 20.00 40.00 - 60.00 80.00 100.00 120.00 OUTER SECTION - SOUTHWEST 2 (SW -2 SCALE: 1"=20' HORIZ. SCALE: 1"=2' VERT. EXISTING 28.00 LOVING LANE WIDENED LOVING 27.00 26.00 TH) 18.00 16.00 14.'00 12.00 10.00 8.00 6.00 4.00 2.00 30.00 29.00 28.00 27.00 26.00 L4 (STING E '(` 0 ' LOVI,G� EXIST.-) JC 1 dAliR • WIDENED ANE (4' LOVI WI 413 - XaTIN GRAD EXIS R -PROPOSE SI EWAL - I - _ TEM ALL EXISTI ' G -0.00 20.00 '40.00 60.00 80.00 OUTER SECTION- CENTER 2 (CTR -2)' SCALE: 17=20' HORIZ. SCALE: 1"=2' VERT. BUILDING 1 FFE 18.20 .ate unvr - c Lniw JC 1 dAliR • ST M WA - EXIS R NG N - TEM ALL EXISTI ' G RE - Ij 0.00 20.00 40.00 60.00 80.00. 100.00 120.00 140.00 160.00 180.00 CROSS SECTION- BUILDING 1 SCALE: 1"=20' HORIZ. SCALE: 1"=2' VERT. 18.00 16.00 14.00 12-.00 10.00 8.00 6.00 4.00 2.00 0. BUILDING 2 F E-17.0 .ate unvr - c Lniw JC 1 dAliR • TEM ALL EXISTI ' G RE - 00 20.00 40.00 60.00 80.00 100.00 120.00 14n_n0 1 Rn nn 0.00 20.00 40.00 60.00 CROSS .SECTION- BUILDING 2 SCALE: 1"=20'. HORIZ. OUTER SECTION - CENTER 1 (CTR -1) SCALE: 1 " =2'. VERT., SCALE: 1"=20' HORIZ. SCALE: 1"=2' VERT. OUTER SECTION - SOUTHWEST 3 (SW -3) ORIGINAL SCALE: 1 " =20' HORIZ. RECEIVED SCALE: 1"=2' VERT. OCT 15 2000 PLANNING DEPARTMENT CITY OF CLEARWATER FILE: J:\02026\02026002.00\ACAD\dwq\02026002-EXT-SECS.dwo LAST SAVFn- Thu 07 /1 n /nR -a• A ?n Pl nrrIM • KAA- 7.71 three 4040 N. n2Expwy I Dallas, Texas Z e I Z1 e� sulte 7sZ telephone fac lmlll Greystone.Communities' SantaFe HealthCare GROUP C /v// En~1110 TranaportsNon Enwonmmul • P/annkgF 380 Park Place Boulevard, Suite 300 Clearwater, Florida, 33759 www.tbegroup.com - 800.861.8314 License No. 3843 C` 0 Q !E C) Cm L W : "Zi cu PROJECT NO.: 07024 DATE: October 15, 2008 SEAL: ell) �• td> 0 ,Y Y r% ++• it Bryan L. Z FL Reg. No. 52167 - ' P OWNER: BVG'Aquisition, Inc. PHASE: 100% CONSTRUCTION DOCUMENTS SHEET DESCRIPTION: OUTER-SECTIONS (1) SHEET NUMBER: SC4.13 . xaw�an LEGEND to pe,,, - - ' C`3' U L F 'r o BAY B L_, V D. (S. 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I I - I - I - I I I - - I , I I � I I I . � I I � � - I - � � I I I � - I � � 1 � .- I I � . 0 , , - 1 a � < " E J - - I - I - _0 M,�� C_? - , - CD L.:,* , I I I I I ' W > 4=J ,__�._ � I 1 M . . � - - 1�1 I - I - I . - - - , - � c _ 0 .- � - I I - In - M I - 11 I - - - CD 0) - . I . -a .4- . 9. -_ -:- , = U - as I I I - � I � I I � - I I � , - � I I � I , . , , I . I I � . - I I - I - I I - I I I I I I , I I I I I I I I � � - - I I PROJECT NO.: , 07024 1 - - I DATE: - . October 15, 2008 SEAL: - , . I -_ - -1 _11_1_�11 I - 11_� ____�, I 1, '"', . * . / � I . " - ��CJA t. I 11 _ Y I . , /' I �, ,,.�, • I 1. - ."', " I . , � � I .1 I 1,��t - - f ,a , N I , -1 "I I , I I 1� . - - I I Y � -Bryan L.�Z e .* .'> , E-7 - . - hl� . I � 1r FL . Reg. No. 52 67 ' �� , - .,,, I � I . ��,�i " I ,� , . . , I I I . I- I L I - OWNER: � - � IBVG Aquisition, Inc. I I , I I PHASE: 100% CONSTRUCTION DOCUMENTS- I SHEET DESCRIPTION: I I I I I I I - I UTILITY PLAN (A) I - L I I I I SHEET NUMBER: . 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Central Expwy I Dallas, Texas 214.559.4080 214.559.0990 suite 200 75204 telephone facsimile Greystone Communities SantaFe HealthCare GROUP C/07 E110fifedfi► • rmwportatkn EnvIlmmental • P/&17nkw 380 Park Place Boulevard, Suite 300 Clearwater, Florida, 33759 www.tbegroup.com 800.861.8314 License No. 3843 2 E CD E 4-J CD U_ CU 4- Cz PROJECT NO.: DATE; October 15, 2008 SEAL: 41 A Bryan L. Zarl a P '. c): E FL Reg. No. 52167- OWNER: BVG Aquisition,, Inc. PHASE: 100% CONSTRUCTION ,DOCUMENTS SHEET DESCRIPTION: UTILITY PLAN - (B) SHEET NUMBER: SC5.02 30' KEY MAP NTS SANITARY STRUCTURE DATA MH -1 CONST SAN SEWER MANHOLE RIM EL = 27.20 I\ IE EL (SW) = 22.0 MH -2 CONST SAN SEWER MANHOLE RIM EL = 27.32 IE EL (NE) = 21.28 IE EL (SE) = 21.18 MH -3 CONST SAN SEWER MANHOLE RIM EL = 25.90 IE EL = 19.56 IE EL �NW) S) = 18.67 ; MH -4 CONST SAN SEWER MANHOLE RIM EL = 24.90 IE EL N) =17.15 IE EL SW 17.05 IE EL NE = 17.50 MH -5 CONST SAN SEWER MANHOLE RIM EL = 24.82 IE EL (NE) = 14.92 IE EL (SE) = 14:82 \(4, f rC Ji I jj : %� I L - fh7% g � II �� I r '� I % \ � ��' _ -- y , / \� b /n GU 111 , �1 /- I / 1 w�f _ y / q \ , / Q� �� 16: / ag \t II�,�' .1 I I i / 3 I\ 1` wW_ _ ` \\ \\ t!' / / /,?/ / iF. . ,� \ � •c,_ p �I1 I I ``rl _� I �\ TFF \'1 y y w- - _ _ _• / / � ., � . / �/25: 1 1 ,' , \ \ \;�`°' 1, '�•� 11 ii j I i / �", 'I I , \ \ \ `` -w - W - -_',� '/ /� a`\`� per,% Q,�', /•�( f1 "'( I ' , �� \ \. \ --- � I I� � -_Il 1 -•- �''�� ' � I � � � � \ f � �',� � � \ . � .'� �;� ` . •ROPOSED t 11' � � E HYD ANT/ \ \ 4 •'~ � Il! ter-' ` •�, �. �� v� \ I \ 1 .- a / \ / / ._ T• • _ �1 / @li /t I~ S fag 2> �� `_ �7rT6 8' % /,- �-• I h2U0 6'��G•V. °� j4 7 "�J .0 �s t x�� 1C2C � /- bui /din m °Sar�ry � � � Q 1 � c' _ C1 \ 1 \ _ / 6" PVC J ��I j I; ci��_ ! ts� %�St`e = 31.6Cp `gyp �\(; `7 f • 1 , ��% WATER_ LINE j \� � -,._,; wK ill (� _ _I I I� �� ` t%�� '! fin, \ , \ - + c� 4 yl .. N .: e'. �y �4.6 , r \'� i �� Go�'G 11 • G °� 1 ` \; 1 /' \ O �% 2 at / _ ! 37 1 \ III -1 1. 1 �1`" i � �" J 4 ,! �i'r :: ` \ f /J'� �j 1 i D i / \\ MH -1 III j -4 p l' 16 (� '` ��'% �. -- O a �•. 6 ,G. V. EXISTGPOTAB E2� � \ 5'v `�_ =% �� -.eta? � I I � �I 11 EXISTING P TABL -E\ � �,11 �. ' • j WATER SE VICE \,J l< �` v TO BE C PED' -AS F' CLOSET ATER _X. STORM WATER POND �� C� ,� \ , \ MAIN AS PRA CAL -Al t \ -�f,',E' #,40015274.000 1 ,yk t i — NOT 1 BE DISTURBED \t s '� a ^Y uv I 1 It 1 6 1 , - ti311 lnv. �29, >8 _1( /_0 „ Fa, to fir,.: \ t\�� r �' �_\ i„ 6 1�`� �' MH 2 a+ `3+`� S \` ",' ? R,:j \ 1 `\, \�` s , 582`5'8., of f \ 1 1 \ e - /8 Po \ - -; '� : , C A\ o\ \- �� ` 1 /" E °ems? /'�\ '�\` 2 y &ISTIN G POTABLE \ 1 `I``' �\ panes ATER SERVICE 6-BE - -- CAPPED z �, .•.'• (� X \ z \ \\Z\ CLAIMED a o cn.. 4 \ \\ \ \ o ` \\ �-� 1 ��p WATE METER \ \ \ ell \\ a �- \ `` - RELOCATE ' , a \ c f ALVE \\. \ \, / V EXISTING 'F. \ \ t. , j... TO EDGE QF \ - q ` i " e as t 1. 8x4 TAP - Y. 3 \'a • : 4 : t; \ �' �\ \ `� : �ROADWA Y& &,-SLEEVE °", NEWINSTALL N \\ GATE w � 5 to VALVE \ 00 A p CONNECTION ..� `�o PRgOV� �� p SSG PaP�R��`�� %an9 � 1 �n ' ? „ho /e Sta,m mo .; Ex' " �oP �o e DER ER �'� `: ; _1� N , 23o i �" mS1 h OED UA ...,Tar 1 !� , c '. I1 u,_� � ;, \ •• \� �i _� ' X11' . -C + 1 ___',s y -T , _ \\ �� ' � � \\ • • " •pimp to >>� \ � •, � `�T� ;. ' _ � � ;. = p►�'.• ,�' t/';' • = \ 3 . \ PUS Ming o4 •�� ,1 � 'A 90/ st t of . � � ti ! -:�\ \C pump in 8" WATER AIN TO REMAIN 0- X0 TAI &`I \. [� r � � I\ 156,. J �2_ ` -' tl�j g .. '\ .•• � � SAMPLE,AND "y •,.� ��•,.�CHLO'RIIVATIQN -'�"�'`�, y \V 1 .. s -� tj CD ' \ `P CL PROPOSED 2`,. �� N \\ ro \. GAS MAI 4bb Mr. i \• ! Q1 b \ \ \ qG� ySR SS jA ti1(/ j a . J� �� \ Cl \ 'GONNp;T Etli DING\SEI \VICE\ 1 ri \ / ` WITH PRO OSED\8" $er. \ I 08ANITARY SEWER J0- \\ . On met ,. \ r ✓ : ; . /` s' 50 °J: • ' %�� / o , 8" PVC SAN SEWER SANITARY PIPE TABLE �-i pur /�a o ere^ l. �l. r EI : • : : ; : : : : • • : . : : :. : : .• • / / ��' • ` SERVICE ® 1.0% (MIN.), s- ot o��rt /tr'Ast rlc .• fiber Q' ` • : ,.�j • • • - • .: ' , ' ' : • ; .;�.f -�'�j PIPE ID. LOCATION DESCRIPTION t4tched nsform ro /ec rn' \ aptic cQbj y x• 1 „ „ „ bok-" 6 x$ TEE; 6 GATE \ : �• ,. ; :: ' i - _ VALVE W/ BOX; 6" PVC P -1 MH -1 TO MH -2 CONST. 115 LF 8 " SDR 35 PVC SANITARY SEWER 00.63% MH- WATER LINE; FIRE, :Z. �/� .`.' HYDRANT ASSEMBLY P -2 MH -2 TO MH -3 CONST. 108 LF 8 SDR 35 PVC SANITARY SEWER 01.50% P -3 MH -3 TO MH -4 CONST. 155 LF 8 SDR 35 PVC SANITARY SEWER 01.00% QWA P -4 MH -4 TO MH -5 CONST. 113 LF 8 SDR 35 PVC SANITARY SEWER 01.94% ;,,,' ,:;`�,y� ti\ ` �' _ • 96 0: ; I \, f ' ;.•�•• �;1 .� \� 1 , tvl riser 8" SAN /SEWER PIPE - = \ — s UNDER POND TO BE, _.I r r DUCTILE• IRON F7II [7• 1• \ n')n7r-\ nonncnni nn\ nnnn\ �• \�� \-- - - - -. \uVyj L�LVVVL— IVIVI.VVVY LMOI OtAVE-U. W:CU, UO/IJ/VO— J:L'tp CLUIlr -U: Mon,. IU /IJ /Ub— .5:5Lp ICY: JUF ,2 3' 6" FIRE LINE 6 " POTABLE( WATER I - 6 "x8" TEE; 6" i GATE VALVE W/ BOX; BACKFLOW\ PREVENTOR \ 6 "x8" TEE; 6" \ -GATE VALVE W/ BOX; 3) 6x12 GREASE . - TRAPS 'll (SEE MEP '. J PLANS)'' . -GAS- METER.' BY LOCAL GAS COMPANY 0 k Al"j. l B V0,11 1 • I\ •. • O f• • rA •,• • . -� tj CD ' \ `P CL PROPOSED 2`,. �� N \\ ro \. GAS MAI 4bb Mr. i \• ! Q1 b \ \ \ qG� ySR SS jA ti1(/ j a . J� �� \ Cl \ 'GONNp;T Etli DING\SEI \VICE\ 1 ri \ / ` WITH PRO OSED\8" $er. \ I 08ANITARY SEWER J0- \\ . On met ,. \ r ✓ : ; . /` s' 50 °J: • ' %�� / o , 8" PVC SAN SEWER SANITARY PIPE TABLE �-i pur /�a o ere^ l. �l. r EI : • : : ; : : : : • • : . : : :. : : .• • / / ��' • ` SERVICE ® 1.0% (MIN.), s- ot o��rt /tr'Ast rlc .• fiber Q' ` • : ,.�j • • • - • .: ' , ' ' : • ; .;�.f -�'�j PIPE ID. LOCATION DESCRIPTION t4tched nsform ro /ec rn' \ aptic cQbj y x• 1 „ „ „ bok-" 6 x$ TEE; 6 GATE \ : �• ,. ; :: ' i - _ VALVE W/ BOX; 6" PVC P -1 MH -1 TO MH -2 CONST. 115 LF 8 " SDR 35 PVC SANITARY SEWER 00.63% MH- WATER LINE; FIRE, :Z. �/� .`.' HYDRANT ASSEMBLY P -2 MH -2 TO MH -3 CONST. 108 LF 8 SDR 35 PVC SANITARY SEWER 01.50% P -3 MH -3 TO MH -4 CONST. 155 LF 8 SDR 35 PVC SANITARY SEWER 01.00% QWA P -4 MH -4 TO MH -5 CONST. 113 LF 8 SDR 35 PVC SANITARY SEWER 01.94% ;,,,' ,:;`�,y� ti\ ` �' _ • 96 0: ; I \, f ' ;.•�•• �;1 .� \� 1 , tvl riser 8" SAN /SEWER PIPE - = \ — s UNDER POND TO BE, _.I r r DUCTILE• IRON F7II [7• 1• \ n')n7r-\ nonncnni nn\ nnnn\ �• \�� \-- - - - -. \uVyj L�LVVVL— IVIVI.VVVY LMOI OtAVE-U. W:CU, UO/IJ/VO— J:L'tp CLUIlr -U: Mon,. IU /IJ /Ub— .5:5Lp ICY: JUF ,2 3' 6" FIRE LINE 6 " POTABLE( WATER I - 6 "x8" TEE; 6" i GATE VALVE W/ BOX; BACKFLOW\ PREVENTOR \ 6 "x8" TEE; 6" \ -GATE VALVE W/ BOX; 3) 6x12 GREASE . - TRAPS 'll (SEE MEP '. J PLANS)'' . -GAS- METER.' BY LOCAL GAS COMPANY 0 k Al"j. l B V0,11 1 ORIGINAL RECENED OCT 15 2000 ' PLANNING DEPARTMENT CITY OF CLEARWATER c ■ three 4040 N. suite 200 p I Da175204 as 214.559.4080 telephon 121faulmllee Greystone Communities SantaFe HealthCare GROUP C /vd/ Enaftearbig • Trensportat/on Envlr nMia/ • P /am*w 380 Park Place Boulevard, Suite 300 Clearwater, Florida, 33759 www.tbagroup.com - 800.861.8314 - License No. 3843 �[= E .J c LL . IJJ J cn is Cz Cz O Cn PROJECT NO.: 07024 DATE: October 15, 2008 SEAL: 'A ?. a `° UA Bryan L. Zarla••P:E. FL Reg. No. 5216 ' Pe OWNER BVG Aquisition, Inc. PHASE: 100% CONSTRUCTION DOCUMENTS SHEET DESCRIPTION: UTILITY PLAN (C) SHEET NUMBER SC5.03 •~v 5 • I\ ORIGINAL RECENED OCT 15 2000 ' PLANNING DEPARTMENT CITY OF CLEARWATER c ■ three 4040 N. suite 200 p I Da175204 as 214.559.4080 telephon 121faulmllee Greystone Communities SantaFe HealthCare GROUP C /vd/ Enaftearbig • Trensportat/on Envlr nMia/ • P /am*w 380 Park Place Boulevard, Suite 300 Clearwater, Florida, 33759 www.tbagroup.com - 800.861.8314 - License No. 3843 �[= E .J c LL . IJJ J cn is Cz Cz O Cn PROJECT NO.: 07024 DATE: October 15, 2008 SEAL: 'A ?. a `° UA Bryan L. Zarla••P:E. FL Reg. No. 5216 ' Pe OWNER BVG Aquisition, Inc. PHASE: 100% CONSTRUCTION DOCUMENTS SHEET DESCRIPTION: UTILITY PLAN (C) SHEET NUMBER SC5.03 •~v 5 U -7 at \\ if 2.14 b \. 14� PW_ - _;� I,, -- - �^ \"� - too C/ co If ISTING TABLE z S711 WATER SERVICE > 9"?2 V Q)k Ql', TO B CAPPED if & / . . J;#) ?8N rl - F.IF, AJ Vt� -PLUG fj ov, W AT Ti4,i,-qC, X., Q) (03 v9 0 If IING P TER SERVICE CA If 1, jrp) V PV PO -PROPO$ER' ',,,P-Vg/ �J V TAE XISTIN POTABLE 4 i SEW SAN ERa-(r-,-<'1 r A E SAMPL�\-AN 1::� I n ;, ( , k AT ER LINE: .),-.-f i \L;MLORINATI / If _31CLUUME SANITARY r ib 1.51) EXISTING POTABLE (PO E REMOVED P5 ERY 0 POINT WATER i�;T CASING (LENOTH/AS N , TO BE CAPPED If j �A' NECESSARY) TOfibE -OF 4 C9, tp qQNNEC I tl,KUI- BRIDGE-WITH APPROVED _j PIP A "TC�-�XISTIN�-& Ivolk 1-0 % TER MAIN' .0 F, NCHOR./ A0 *,Q,% (V 2 X1 TEE_ A 6. (01 Al /1,1 I f'- 1 /1) V11 if 2" GATE' VA y l l 2 x 8 E Q ``2 „x1» TEE CLEANOUT (TYP) if 1,000- 4, 250 LF 4" SAN tR/-Sp\AC SEWER 02.0% r 211x8" TEE, f h) GATE _1VALVE jj -- -_ -_.. n ''.``4,' Vii, % / O /V `-'I/r' (`rY �, I 4 V • •.S •,J'.. ` 'y 10100-0*" 0 C9 ,tyh;i j1 U lvt Q. 3 Nt 0 WA POND A /�, x 2\ TER !i -/ _ �' \ / jcj f1)l' - LINE N &.0 J j- _7, .•g,. =ter: ='::'" •-Y `]` " -j:, �. .._..,._......._ w.._.,.. , ' f -3�.� `y ��.�}-'', +�� p\-.5�1 /,. is / � \ \/ . t• ��q,�; • : O / � // if I- I 1� I C 0 j C/ 'eq AL 07 39 EZ n"') ILI _ _, � •�< _ _ I l._. `'�, ` ` ` J i \ .a .Ia. l` - /d,2� ' lV '/l T 0 in d. e./ 71 j id 141te AJER) SERVICE N , -_46 4- .jj C_ _0 4" SAN SE '0 'I) /C_V_j L IT & E) "V 14;3 4, 28 /1,! 1 . ..... -13 M11 V L /.\A - 0 --, \ ,, , 0 V) `v OP If 30' C71-fj,5\' co C A-16 3 jd A _j k 1, zz v N1 14..50 2\, A M DA, 6, (0 A9 '4' ly : ... I I )y 6 "'26), j W�TER kERVICE U 1� 4 01 0 25 I Y 0017 2"x E � FF ELEV. 15.50 !�_ j j -SANS SEWS SAN 2 WAITER LINE < i' `� \X ~/ �°'� �' /,;/' y �/ '� 8"A21" TEE, "3.�2" GATE' VALVE POND B jkj-2_1 N111- Vd- r \1 179 X8 TEE; 6" GATE k 04�� co/ G� 17- V rn .4' �LVE W/ BOX; FIRE l I MAIN -CCRC BUILDING K 11 f- d� HY?RANT ASSEMBLY I> concrIt. f V 41, top bott Ivo// o// 011 FF ELEV. 26.00 (t P- C Uf ell .j Of 0.- 0 7\27f ic/ 1 .1 A- X/1 j 0 4 Id, tr u 8" SAN SEWER 'PI PE1_ t op WATER MAIN UNDER POND/DITCH TO HAVE ACROSS CULVERT- TO BE DUCTILE IRON� gt-c ��3- A MINIMUM OF 30" COVER & FLEXIBLE OR e RESTRAINED, WATER TIGHT PIPE JOINTS. b" +\ 66 '1t7 A2, 0 o, '40. X " 471 FF ELEV. = 15.50 \ I %, - lye rnl .v., 1. f02 V 'T IJ t( kA - =y2r �, .41 'A 'C IF- FILE: J:\02026\02026002.00\ACAD\dwg\02026002-MUP.dwg LAST SAVED: Wed, 08/13/08-3:24p PLOTTED: Mon, 10/13/08-3:33p. BY: JDP R " % Ut-_� t: 0,. A /, Q 'KEY MAP NTS 88 LF 4" SAN -SANITARY PIPE', TABLE SEWER 0 2.0% 6"x8" TEE; 6" GATE VALVE W/ BOX; FIRE LOCATION HYDRANT ASSEMBLY SANITARY STRUCTURE DATA 111�� I • , . � - ll , llli�AD CONST SAN SEWER MANHOLE CONST SAN, SEWER MANHOLE RIM EL = 9.80 RIM EL =- 13.45 IE EL (_�&'Sw) 6.90 IE EL- (W&NE) = 10.72 SEWER 0 0.48% CONST SAN SEWER MANHOLE --CONST SAN SEWER MANHOLE RIM EL = 17.30 RIM EL = 19.30 IE EL (NW&S) = 7.64 IE EL (N,S&NE) ='11.25 SEWER 0 0.48% CONST SAN SEWER MANHOLE MH-13 TO MH-14 RIM EL = 16.90 103 LF 8" SDR -35, IE EL (NW&SE) -= 8.13 SANITARY SEWER 0 0.48% CONST SAN SEWER MANHOLE MH-14 TO MH-15 RIM EL = 12.30 - 204 LF 8" SDR 35 IE EL'(SW&SE). = 10.01 SANITARY SEWER 0,0.91% CONST SAN SEWER - MANHOLE MH-15 ,TO MH-15A RIM EL =1 2.50 52 LF 8" SDR 35 IE EL (SW&NE) =, 10.58 0 1.07% 30' ORIGINAL RECEIVED OCT 15 2000 PLANNING DEPARTMENT CITY OF CLEARWATER three 4040 N. Central Expwy DallasTexas 214.559.4 214.559.00 sulte200 75204 telephonM e facsimlle Greystone Communities SantaFe HealthCare �ROVp 01W1EftfflWdP&r1fi,V Transportstjon EnIKIMMOR40 PlAnnAW 380 Park Place Boulevard, Suite 300 Clearwater, Florida, 33759 www.tbegroup.com 800.861.8314 License No. 3843 > 4- E E LJL 4-J 7'. 0 U_ Cz 4- C/3 PROJECT NO.: 07024 DATE: October 15, 2008 SEAL: rz (\j > Bryan L. z r FL Reg. No. 5 OWNER: BVG Aquisition, Inc. PHASE: 100% CONSTRUCTION . DOCUMENTS SHEET DESCRIPTION: UTI LITY- PLAN (D) SHEET NUMBER: SC5.04 -SANITARY PIPE', TABLE PIPE ID. LOCATION DESCRIPTION MH-11 TO MH-12 CONST.. 287 LF 8" SDR ,35-PVC SANITARY SEWER 0 0.48% MH-12 TO MH-13 CONST. 155 LF 8" SDR 35 PVC SANITARY SEWER 0 0.48% MH-13 TO MH-14 'CON ST. 103 LF 8" SDR -35, PVC SANITARY SEWER 0 0.48% MH-14 TO MH-15 CONST. 204 LF 8" SDR 35 PVC SANITARY SEWER 0,0.91% MH-15 ,TO MH-15A CONST. 52 LF 8" SDR 35 PVC SANITARY SEWER 0 1.07% MH-15A TO MH-1 i3 CON ST. 16 LF 8" SDR 35 PVC_ SANITARY SEWER @ 11.07.% MH-16 TO MH-17 CONST. 111 LF 8" SDR 35 PVC SANITARY SEWER 0 0.50% 30' ORIGINAL RECEIVED OCT 15 2000 PLANNING DEPARTMENT CITY OF CLEARWATER three 4040 N. Central Expwy DallasTexas 214.559.4 214.559.00 sulte200 75204 telephonM e facsimlle Greystone Communities SantaFe HealthCare �ROVp 01W1EftfflWdP&r1fi,V Transportstjon EnIKIMMOR40 PlAnnAW 380 Park Place Boulevard, Suite 300 Clearwater, Florida, 33759 www.tbegroup.com 800.861.8314 License No. 3843 > 4- E E LJL 4-J 7'. 0 U_ Cz 4- C/3 PROJECT NO.: 07024 DATE: October 15, 2008 SEAL: rz (\j > Bryan L. z r FL Reg. No. 5 OWNER: BVG Aquisition, Inc. PHASE: 100% CONSTRUCTION . DOCUMENTS SHEET DESCRIPTION: UTI LITY- PLAN (D) SHEET NUMBER: SC5.04 three 4040N. Central ExpWY I Da1 as 1214.55 fa 4080 121uIm0990 sulte200 75204 telephone Greystone Communities SantaFe HealthCare GROUP any Enginverko • Trinsportst/on Enwronmenb/ • P/snnhngr 380 Park Place Boulevard, Suite 300 Clearwater, Florida, 33759 www.tbegroup.com 800.861.8314 License No. 3843 7 E LL 0 M U W- a� cn U- U) PROJECT NO.: 07024 DATE: October 15; 2008 SEAL: ,` 1 B rya n L. Za r e ' gaa., P` x FL Reg. No. 521 OWNER: BVG Aquisition, Inc. PHASE: 100% CONSTRUCTION DOCUMENTS SHEET DESCRIPTION: UTILITY PLAN (E) SHEET NUMBER: SC5.05 FF ELEV. _ _I` /,.r 15.50 \ 1 �• I, �,��; /� J , I - ,F -_ /.f II -ti _1'02 -..l ' f' J. J r � �J tv CLEANOUT <i I ��/ i �� /�n,J` /�.,�`1, �1 �t _i f_��•lI / -�J (Q tj SAN SEWER �� \ / I i f1J f. ;� -� /... r ` r�r SERVICE - __ i -_a o M1 I ._ /.._._ �/ 1 / 1.0% MIN MH -11 l f` r J / Jt_` ^ I.. r r J / /f J � -• /^ � / l\ /�� , ' - A C CONNES TiON I /" r 1`" J.jrrt.l'` tJ ,•'`I,' _ I l JJd,I _.% _ �J CI� \ .i 6 ;•'x8" TEE; 6" GATE 1 J L YAL• VE W/ BOAC• FIRE \ / , .i _.l f._.l r .J /..4, j... r � l .l • � I1 °.� /� . HHYDRANT y/�SSEMELY / ; " t i' / ' -.' I _ A0 / r .1 -.. -. i / 8 SAN SEWER PIP L.. /' ;_,i l•.l , , 1.I -.h -� UNDER POND TO DUCTILE IRON 1 / �. , , t -.I ,- ,� -J /__1 r `c.. F .. n..f lM1 i "mil • _ _i /•_ /'` !`" O / .r ..:- !_ - ��,' t;,s� \ j / / I a f •.t - J f _.1' .,, ' .r . t ' • • i� .. 81. !- ~_E, ,- /�Ejl �f" /, �2 GATE VALVE \\ ='� \ •� 2 "x1 " TEE _ FF ELEV. _ _ _ / J. '. + .•'• N / �� f� rJ -.I ..., / l f• -_lr j •-J J = 15.50 a� 4 SAN SEWFEfj�% r / / r r- , -,f f.. 1. _, / _.l° 3F AN •. rri /... y, 1 - �,3 / J_ r l < _ , 1,. WA - `Ida,; 3 0 - _I•_ ! I <�23 f a_,j'' • t" l ` {. �._,j' l /--j s R / - / . �.. a .. tl - `� y O• ��_,. !- I ... /.., r i f( J4'/ 0 �I' 'SERVICE ,.,..f`/_ -.• I`"�`� 1,... / ,.1.� % \\ Q' � \\ �I ,s'j.I• /' � \ \ I \ � b / l r •f-.,J •'' J ..l J•-J / -.J /+ / CLEANOUT `z4T _ \. f��" f+j J._m �,.�l.. / T �• ; __ l /` % J` _f I J `' -.1LL r Viz'/ Q • ,, : % SAN \ I �� :A� r_., `l - • `' SP�_ ��, � t ifs �" _� \` `-•- .__ -_ •• I / hnf -- . /' "••_ - - ..r`' __�.` i , ...% •.. -I / /r -.. _ • x2 TEE;- p i _l J" r / • ' 32" GATE VALVE SAN �9`,Jd /�l ,- t f,.__; 7`12. - - / ^'' 1 l "j- 2 11 " TEE / /\ �� ;r, / r r. /,.- /'.'-/,,..._1-i •G e: - - - i :: {� a iA tsar &sf \` % 7 $ \ 4" SAN SEWER =� I ,, y- _ - -- - - �,r ti `°'l`? l�1 „ clay R \ / f x•i- -'- I -T -I 30 clay 30 y 8 "x2" ° .' 1 "WATER .SERVICE / 2� / rc>� /` EX-�1 30 . clay TEE, 2 VALVE f d r y CONNECT, P 0 / / //% / ��'` ?t� � J' l , ..�9; g / la l '�r! r� 4 4 s wer R POSED _.l ' `` ' e - ^ a 3, Q _I' .J env. PVC SANISEWER / / / /,i� �L� {J�� -,1,C 1'��;g'l l j -_l� , env sw, • " -) 11 N TO EXISTING MH / f Ic7- •g' l' f-- r c� ! % ). <, • / . • °' ��• v \ / // � l Soria .;`.... 4-17 .. <J '° q• 2'•x1" p �, %nVV• NF6,3o mho %,' . ,_....f TEE /, fi -' 9 11 I .tom' ' F-'• • . : •.:. ' d•, ' i -' t I .. 6"x8 "TEE; 6 "GTE t.�f>�' r . s 1 / 1 VALVE W BOX FIE -' m HYDRANT ASS MBL ..' •' - °. r►r y \• ( l3� --1 J/ 11 / � / t 1" WATER SERVICE \ l , r ;A 4" SAN SEWER�.�t•G w � 11 yid -� . - , _I• ` r -� _1._ � ,r � , o 1" WATER V I 111 � l .' . / • -' ` r_/ , �..1` `�,' SERVICE : ti ' f / R.7 N- -��; -_ 1•;: --..1 1 ' �,l I �• r �I ; F,I' - . . r` ,,r- .., r,.,.r o---- POND E ,r r' _J / !n f N rS tih0 /, l'^ / / I � ti F � --. • ``�': l ,; l - `]- ; ,./ ' '`-' __-_ - --. ____ --.._ ___- -_ - - . � I��`�' �' i ` � J ,� 680 - �r -1 y r l •_ ,. ..i s jo r - - - - 30_unknown^ . • .._ • ice, S�2 XC4�4 744-7 •...._._.• SE9 °2252 "VV J�z. 2 3$38 5'x',9 °,� 1 23 "!�� J 4.25'(F'� / 4`taF f . � J FILE: J: \ 02026 \02026002.00 \A CAD \dwa \02026002- MUP.dwo I AST SAVFn- wPrl nR /1 /nR - gar, PI nTTPn• nn ,., 1 n /, z In z. zz. , KEY MAP NTS SANITARY STRUCTURE - DATA' MH -9 - CONST SAN SEWER MANHOLE' RIM EL = 10.60 IE EL (SW) = 3.90 IE EL (E) = 3.80 H -1 - CONST SAN SEWER MANHOLE RIM EL = 6.80 IE EL NW) = 0.50 IE EL W) = 2.30 IE EL SE) = 0.40 H -1 CONST SAN SEWER MANHOLE RIM EL- = 10.00 IE EL (NE) = 5.52 IE EL SE = 5.00 exist san sewer manhole rim el = 6.30 ie el ne) _ ( -) 3.87 ie el �n w) ( -) 0.11 ie el ssw) = 1.99 Je e) (se) _ ( -) 3.85 IE 'EL (NE)- = 0.65 30' ORIGINAL RECEIVED OCT 15 2000 PLANNING DEPARTMENT CITY OF CLEARWATER I[ -three 4040 N. Central Expwy I Dallas, Texas 1 214.559.4080 1 214.559.0990 sulte200 75204 telephone facslmlle Greystone Communities Santa Fe, Health Care �ROVp ow Enonsw*# • Tiamportwion Env! wnwts/ P/a wAW - 380 Park Place Boulevard, Suite 300 Clearwater, Florida, 33759 www.tbegroup.com - 800.861.8314 License No. 3843 'E LL LPL CM 0 V W _ c 3 M :� Cz Cz 0, W _ 4 PROJECT NO.: 07024 DATE. October 15, 2008 SEAL: 110.010SA., -� Bryan L. Za r '!' ; a Eo r� FL Reg. No. 521 r%, t�•` .�•` pk` A i ' OWNER: BVG Aquisition, Inc. PHASE: 100% CONSTRUCTION DOCUMENTS SHEET DESCRIPTION: UTILITY PLAN (F) SHEET NUMBER: SCS.06 SANITARY PIPE TABLE' PIPE ID. LOCATION DESCRIPTION P -8 MH -8 TO MH -9 CONST. 200 LF 8" SDR 35 PVC SANITARY SEWER ® 1.75 %, P -9 MH -9 TO MH -10 CONST. _ 151 LF 8" SDR 35 PVC SANITARY SEWER 0 1.00% P -9A MH -10 TO EX -1 CONST. 15 LF 10" SDR 35 PVC SANITARY SEWER ® 1.11% MH -10 TO MH -11 CONST. 233 LF 8" SDR 35 PVC SANITARY SEWER ® 1.98% 30' ORIGINAL RECEIVED OCT 15 2000 PLANNING DEPARTMENT CITY OF CLEARWATER I[ -three 4040 N. Central Expwy I Dallas, Texas 1 214.559.4080 1 214.559.0990 sulte200 75204 telephone facslmlle Greystone Communities Santa Fe, Health Care �ROVp ow Enonsw*# • Tiamportwion Env! wnwts/ P/a wAW - 380 Park Place Boulevard, Suite 300 Clearwater, Florida, 33759 www.tbegroup.com - 800.861.8314 License No. 3843 'E LL LPL CM 0 V W _ c 3 M :� Cz Cz 0, W _ 4 PROJECT NO.: 07024 DATE. October 15, 2008 SEAL: 110.010SA., -� Bryan L. Za r '!' ; a Eo r� FL Reg. No. 521 r%, t�•` .�•` pk` A i ' OWNER: BVG Aquisition, Inc. PHASE: 100% CONSTRUCTION DOCUMENTS SHEET DESCRIPTION: UTILITY PLAN (F) SHEET NUMBER: SCS.06 NORMAL 40' -0" WITH 4' WIDE SIDEWALK �• ' �-- EXPANSION JOINT F� W STRUCK JOINT 6' MAX 1/2" EXPANSION JOINT FULL DEPTH BROOM FINISH 1 /4" 1rFD/W a ; o EXPANSION JOINT STRUCK JOINT NOTES: 1. SIDEWALK EXPANSION JOINTS TO BE AT ALL TIES TO CONCRETE OTHER THAN DRIVEWAYS. MAXIMUM SPACING SHALL BE 60'. 2. EXPANSION JOINT MATERIAL SHALL BE ASPHALT FIBER IMPREGNATED PREFORMED JOINT FILLER, TO FULL DEPTH OF CONCRETE. TYPICAL SIDEWALK NTS CONST YELLOW DOMES PER LATEST MOT INDEX NO. 304 A I A (ALL AROUND) JOINT FILLER 1/2" PREFORMED CONCRETE RAMP EXPANSION JOINT CONST 4" THICK A o • 0 0 MAX SLOPE MAX SLOPE 12� SECTION AA HANDICAP RAMP NTS MAX SLOPE = 12:1 EXPANSION JOINT CONST YELLOW DOMES 1/2" PREFORMED PER LATEST EDITION I JOINT FILLER MOT INDEX NO. 304 i (ALL AROUND) CONST 4" THICK 000000000 CONCRETE RAMP o 0 0 0 A SIDEWALK A I 6' I 5' 6' PAVEMENT 00o0o0o0o O_o_O_o_o PEDESTRIAN RAMP NTS 0.1 *D '•�' •4OR' D 0.2 *DJ CONSTRUCTION JOINT NTS 1/4" _r IF d !' .d• A J`- 4. _JD CONTROL -JOINT' NTS ISLAND FORM SINGLE— COMPONENT POLYURETHANE SEALANT 1/4 3/4" THICK D AA CLOSED CELL SEMI —RIGID PLASTIC JOINT FILLER 1/4" EXPANSION, JOINT NTS 1 2" SINGLE — COMPONENT POLYURETHANE SEALANT / � 3/4" THICK • • ; , • • �• .4, .,. 44;1 •.� •:. CLOSED CELL SEMI —RIGID PLASTIC JOINT FILLER 1/2" EXPANSION JOINT NTS On Ramps That Are Perpendiculor Wlth The Curb Line, The Dome Pattern Shall Be In -Line 1.6" Min. With The Direction Of Travel. On Ramps „ Intersecting Curbs On A Radius, -The Dome s2" 2, 4 Max. Pattern Shall Be In-Line With The Direction Edge Of Detectable Travel To The Extent Practical. Warning _ I 0.9" Min. I I I I 1.4" Max. - - --� O 0.2" ± 0.02" Truncated Dome Integral Dome -� O O � -I O O O The top width of the dome shall be a minimum of 5OX and a maximum of 65X of the base diameter. O O O 0- TRUNCATED DOME Base-to-bose spacing shall be 0.65" minimum between domes. PLAN VIEW All Sidewalk Curb Ramps Shall Have Detectable Warning Surfaces That Extend The Full Width Of The Ramp And In The Direction Of Travel 24 Inches f 610 mm) From The Back Of Curb. CURB -RAMP DETECTABLE WARNING DETIAL R CO � #4 — REBAR CONTINUOUS STOP ® EACH SIDE OF CJ'S 6" STRUCK .JOINT 3" i— ROUND EDGE SLOPE ► ' =•.'— . _' ,:..•��' Mj r-- PAVEMENT SURFACE Y, 6" CONCRETE SIDEWALK WITH 6x6 W1.4xW1.4 INTEGRAL CURB & SIDEWALK RD- 1045.DWG 4/27/93 NTS NTS r ILL: J: \ULULb \ULULbUUL.UU \AUAU \CIWg \ULULbUU'L —UL I S.dwg LA5 I SAVLU: Wed, U8/13/U8 -3: 3Up HLU I I LU: Mon, 10/1,5/08- 3: 34p BY: JDP t N r 9' -1 T1" WHEN AND PAVEMENT MESSAGE ARE USED TOGETHER, THE ARROW SHALL BE LOCATED DOWN STREAM OF THE PAVEMENT MESSAGE AND SHALL BE SEPARATED FROM THE PAVEMENT MESSAGE BY A DISTANCE OF 25' (BASE OF ARROW TO THE BASE OF THE MESSAGE) IN ACCORDANCE WITH MOT INDEX No 17346 DIRECTIONAL ARROW NTS 1" Drop at Wearing All .Drives �. Surface' 3/4 "R" ' \ a :P p: �' NOTES: , Base 1, There shall be a 1/2" 6" 12" : 12 • seal joint between back Compacted of curb and driveway. 'Subgrade I 2. Concrete in curbs shall � be 3000 psi, with fiber �� j� mesh reinforcing. VALLEY GUTTER CURB CITY OF CLEARWATER INDEX NO. 101 N.T.S. - HANDICAPPED SIGN —SEE INDEX NO. 119 0 CONC. WALK RAMP DOWN CONC• WALK SEE INDEX NO. 109 'v z —• 0 4: E(TYPICAL) BLUE AX SLOP STRIPE AX SLOP 0 STRIPE O TRAFFIC WHITE = 12:1 0 0 12 :1. SIDEWALK 0 (TYPICAL) AL) ' PAVEMENT m VARIES 5' MIN VARIES MAX SLOPE MAX SLOPE 12� SECTION AA HANDICAP RAMP NTS MAX SLOPE = 12:1 EXPANSION JOINT CONST YELLOW DOMES 1/2" PREFORMED PER LATEST EDITION I JOINT FILLER MOT INDEX NO. 304 i (ALL AROUND) CONST 4" THICK 000000000 CONCRETE RAMP o 0 0 0 A SIDEWALK A I 6' I 5' 6' PAVEMENT 00o0o0o0o O_o_O_o_o PEDESTRIAN RAMP NTS 0.1 *D '•�' •4OR' D 0.2 *DJ CONSTRUCTION JOINT NTS 1/4" _r IF d !' .d• A J`- 4. _JD CONTROL -JOINT' NTS ISLAND FORM SINGLE— COMPONENT POLYURETHANE SEALANT 1/4 3/4" THICK D AA CLOSED CELL SEMI —RIGID PLASTIC JOINT FILLER 1/4" EXPANSION, JOINT NTS 1 2" SINGLE — COMPONENT POLYURETHANE SEALANT / � 3/4" THICK • • ; , • • �• .4, .,. 44;1 •.� •:. CLOSED CELL SEMI —RIGID PLASTIC JOINT FILLER 1/2" EXPANSION JOINT NTS On Ramps That Are Perpendiculor Wlth The Curb Line, The Dome Pattern Shall Be In -Line 1.6" Min. With The Direction Of Travel. On Ramps „ Intersecting Curbs On A Radius, -The Dome s2" 2, 4 Max. Pattern Shall Be In-Line With The Direction Edge Of Detectable Travel To The Extent Practical. Warning _ I 0.9" Min. I I I I 1.4" Max. - - --� O 0.2" ± 0.02" Truncated Dome Integral Dome -� O O � -I O O O The top width of the dome shall be a minimum of 5OX and a maximum of 65X of the base diameter. O O O 0- TRUNCATED DOME Base-to-bose spacing shall be 0.65" minimum between domes. PLAN VIEW All Sidewalk Curb Ramps Shall Have Detectable Warning Surfaces That Extend The Full Width Of The Ramp And In The Direction Of Travel 24 Inches f 610 mm) From The Back Of Curb. CURB -RAMP DETECTABLE WARNING DETIAL R CO � #4 — REBAR CONTINUOUS STOP ® EACH SIDE OF CJ'S 6" STRUCK .JOINT 3" i— ROUND EDGE SLOPE ► ' =•.'— . _' ,:..•��' Mj r-- PAVEMENT SURFACE Y, 6" CONCRETE SIDEWALK WITH 6x6 W1.4xW1.4 INTEGRAL CURB & SIDEWALK RD- 1045.DWG 4/27/93 NTS NTS r ILL: J: \ULULb \ULULbUUL.UU \AUAU \CIWg \ULULbUU'L —UL I S.dwg LA5 I SAVLU: Wed, U8/13/U8 -3: 3Up HLU I I LU: Mon, 10/1,5/08- 3: 34p BY: JDP t N r 9' -1 T1" WHEN AND PAVEMENT MESSAGE ARE USED TOGETHER, THE ARROW SHALL BE LOCATED DOWN STREAM OF THE PAVEMENT MESSAGE AND SHALL BE SEPARATED FROM THE PAVEMENT MESSAGE BY A DISTANCE OF 25' (BASE OF ARROW TO THE BASE OF THE MESSAGE) IN ACCORDANCE WITH MOT INDEX No 17346 DIRECTIONAL ARROW NTS 1" Drop at Wearing All .Drives �. Surface' 3/4 "R" ' \ a :P p: �' NOTES: , Base 1, There shall be a 1/2" 6" 12" : 12 • seal joint between back Compacted of curb and driveway. 'Subgrade I 2. Concrete in curbs shall � be 3000 psi, with fiber �� j� mesh reinforcing. VALLEY GUTTER CURB CITY OF CLEARWATER INDEX NO. 101 N.T.S. - HANDICAPPED SIGN —SEE INDEX NO. 119 CONC. WALK RAMP DOWN CONC• WALK SEE INDEX NO. 109 4: E(TYPICAL) BLUE EE(TYYPIICA) WHITE STRIPE STRIPE TRAFFIC WHITE = 0 (TYPICAL) AL) ' m Bp, nu -4- 2" (TYPICAL) 12' -D" 5' -0" 17' -0" NOTE: ' All pavement markings to be thermoplastic. HANDICAPPED: STALL DETAIL NTS JT SURFACE I, PRECAST "CONCRETE WHEEL STOP RD- 1030•DWG 4/27/93 NTS 00 8" 6„ 2 "R • . A o JOINT SEAL ;• A PAVEMENT SECTION OINT AND PREFORMED JOINT FILLER TYPE. "D ", CURB RD 1006 1/22/94 NTS N.T.S. 1' -0" WHITE BORDER & SYMBOL BLUE BACKGROUND BLACK BORDER &'LETTERS -- WHITE BACKGROUND BLACK BORDER & LETTERS WHITE BACKGROUND ALL LETTERS 1" SERIES "C" III — II STANDARD PRE - PAINTED DISABLED PARKING SIGN ON 1/8" THICK SHEET ALUMINUM ' HOT DIPPED GALVANIZED �ANDARD WEIGHT STEEL PIPE 'X2' -6" CONCRETE MASS. NISH'TOP OF MASS LEVEL ITH A SLIGHT RAISED WASH 'PROXIMATELY 1/2" ABOVE,' VEL OF TURF /SOD. HANDICAPPED ' SIGN DETAIL NTS ORIGINAL RECENED OCT 15 2000 PLANNING DEPARTMENT CITY OF CLEARWATER three 4040 N. Central Expwy I Dallas, Texas 1 214.559.4080 1 214.559.0"0 suite 200 75204 telephone facsimile Greystone Communities SantaFe HealthCare onovp C/vY E00h9Psr1a9► Transportation Env/ronmenti/ • P /snn� . 380 Park Place Boulevard, Suite 300 'Clearwater, Florida, 33759 www.tbegroup.com - 800.861.8314 License No. 3843 " E LL Im C-D, � L LU > 4 CD Q),- V C/) PROJECT NO.: 07024 DATE: October 15, 2008 SEAL: cli Bryan . Zarl a4^ I'f FL Reg. No. 52167 OWNER: BVG Aquisition, Inc. PHASE: 100% CONSTRUCTION DOCUMENTS SHEET DESCRIPTION: SITE DETAILS (1) SHEET NUMBER: SC6.01 _ _ z////,///1 BASE / ASPHALT / / / BASE FILL MATERIAL \ \� SUB GRADE BASE 6" CONCRETE 4000 PSI AT 28 DAYS WITH FILL MATERIAL / / / / / / FIBER REINFORCEMENT AND W /6x6 W2.9xW2.9 WIRE MESH FILL 24" CLEAN FILL MATERAIL. MAX 5% PASSING #200 SIEVE SIZES. COMPACTED TO 98% OF ASPHALT 2" TYPE S -1 ASPHALTIC CONCRETE MODIFIED PROCTOR MAXIMUM DRY DENSITY SURFACE COURSE (LBR 32). BASE 8" SOIL CEMENT BASE - PRIMED. 300 PSI AT NOTES: 7 DAYS. COMPACTED TO 97% AASHTO T134 „ 1. FILL- TO BE CHECKED FOR SOUNDNESS PRIOR TO SUB -GRADE 12 SUB -BASE FDOT TYPE B STABILIZATION CONCRETE INSTALLATION. (LBR 40). COMPACTED TO 98% OF MAXIMUM DENSITY BASED ON ASTM D -698 2. MAXIMUM SPACING BETWEEN EXPANSION JOINTS TO BE 20 FILE. 12" CLEAN FILL MATERAIL. MAX 12% PASSING FT. MAXIMUM SPACING BETWEEN STRUCK JOINTS TO BE 12 #200 SIEVE SIZES. COMPACTED TO 98% OF FT. ASPECT RATIO NOT TO EXCEED 1.5:1.0 MODIFIED PROCTOR MAXIMUM DRY DENSITY. PAVEMENT SECTION (COTTAGE DRIVEWAYS RD- 1036.DWG 2/14/95 PAVEMENT SECTION (TRAVEL ROADS) N.T.S. RD- 1036.DWG 2/14/95 N.T.S. Acou Al r \ \\ \ SUB -GRADE \ \ FILL MATERIAL ASPHALT 1 1/2- TYPE S -3 ASPHALTIC CONCRETE SURFACE COURSE BASE 6" SOIL CEMENT BASE - PRIMED. 300 PSI AT 7 DAYS. COMPACTED T0. 97% AASHTO T134 SUB -GRADE 12" SUB -BASE FDOT . TYPE B STABILIZATION (LBR 40). COMPACTED TO 98% OF MAXIMUM DENSITY BASED ON ASTM D -698 FILL 12" CLEAN FILL MATERAIL. MAX ' 12% - PASSING #200 SIEVE SIZES. COMPACTED TO 98% OF MODIFIED PROCTOR MAXIMUM DRY DENSITY. PAVEMENT SECTION (PARKING AREAS) RD- 1036.DWG 2/14/95 N.T.S. wi i FILL MATERIAL BASE 8" CONCRETE 4000 PSI AT 28 DAYS REINFORCED W/ #409" OR #5 014" EACH WAY AT 3" FROM BOTTOM. REINFORCEMENT TO ' STOP 3" FROM EXPANSION JOINTS. EXPANSION EXPANSION JOINTS TO USE 18" LONG, 1" � DIA. CONNECTION, DOWELS ® 12 ", O,C; AT MID DEPTH W/ SHEET METAL UNDER BOTTOM OF SLAB. SEE FDOT INDEX 305. FILL 24" CLEAN FILL MATERAIL. MAX 5% PASSING UL. #200 SIEVE SIZES. COMPACTED TO 98% OF M MODIFIED PROCTOR MAXIMUM DRY' DENSITY •� (LBR 32). NOTES c 1. FILL TO BE CHECKED FOR SOUNDNESS PRIOR TO CONCRETE INSTALLATION. 2. , FOR JOINTS AND DOWEL LOCATIONS SEE JOINT PLAN THIS SHEET. - PAVEMENT SECTION (SERVICE YARD DOCK) RD- 1036.DWG 2/14/95 N.T.S. FILE: J:\02026\02026002.00\ACAD\dwg\02026002—DETS.dwg LAST SAVED: Wed, 08/13/08-3:30p PLOTTED: Mon, 10/13/08-3:34p BY: JDP JOINT PATTERN DETAIL 1"= 10' ORIGINAL RECEIVED OCT 15 2000 PLANNING DEPARTMENT CITY OF CLEARWATER o � t thre'e' 4040 N. to Z00 75 Expwy I Dallas, as 12 4.559.40 0 1 214.55 .0990 U Greystone Communities SantaFe HealthCare 1E GROUP Chi/ Engrnssiibig► Tisnwortat/on Env/ronmsnts/ • P /elnnritg► . 380 Park Place Boulevard, Suite 300 Clearwater, Florida, 33759 www.tbegroup.com --800.861.8314 License No. 3843 PROJECT NO.: 07024 DATE: October 15, 2008 SEAL: l Bryan L. Za FL Reg. No. 521 >, c N � E UL. M -o : v •� c W J Cn ._. Cul U ;c Cf) PROJECT NO.: 07024 DATE: October 15, 2008 SEAL: l Bryan L. Za FL Reg. No. 521 OWNER: BVG Aquisition, Inc. PHASE: 100% CONSTRUCTION DOCUMENTS SHEET DESCRIPTION: .SITE DETAILS (2) JOINT PATTERN D ETAI L . SHEET NUMBER: SCd.02 N � OWNER: BVG Aquisition, Inc. PHASE: 100% CONSTRUCTION DOCUMENTS SHEET DESCRIPTION: .SITE DETAILS (2) JOINT PATTERN D ETAI L . SHEET NUMBER: SCd.02 ■ i I- 0 M RING — HALF PLAN 36" 23" 5/8" Min. 4 Required Required Pick Hole \ DJWERo- Non Skid Pattern Required SOLID COVER ce I n N 22 -3/4" o L o • RING — SECTION Machined Surface Minimum Weight 7" 232 lbs. 9" 278 lbs. SOLID COVER SECTION NOTES Minimum Weight 128 lbs. 1. Where roadway base is 8" or thicker use 9" ring, all other cases 7" ring is permissible. PROVIDED FOR 2. Manufacturers model of storm ring and cover to INFORMATIONAL be approved by City Engineer. 3. Perforated covers, when required shall be similar PURPOSES ONLY. to solid covers. NO MODIFICATIONS WITHOUT WRITTEN APPROVAL CITY OF CLEARWATER CREATED 3/00 STORM SEWER, MANHOLE COVER INDEX NO. 201- SCALE: N.T.S. See Index' No. 201 Clay Or Cement Varies Brick Masonary r- LP11 V Bottom Of ` Corbel 41 U a 811 "D" Min. 8ll o Or To Suit Pipe 1211 1 2ll Il Ell 6" --+ :om gFrTinKI A —A- NOTES PROVIDED FOR 1. All concrete to be 3000 p.s.i., INFORMATIONAL with fiber mesh reinforcing. PURPOSES ONLY. NO MODIFICATIONS WITHOUT WRITTEN APPROVAL CITY OF CLEARWATER STORM SEWER MANHOLE DETAIL N EXE-- NO./20202 SCALE: N.T.S.' FILE: J: \ 02026\ 02026002.00 \ACRD \dwa \09096nn7 —nFTI, rim1n I AST gAVFn• IAl,.A nu /1 � /nsz - -4 -4o, of nTTrn. . AA , n k, Z /n0 Z. -Z r- M ter, 15' MIN. 15' MIN. 14' MIN. 16' MIN. JOINT 4 MIN. 4' MIN. a MIN. 4 MIN. -- - -- JOINT WRAP, - -- ertE:.' ?-;''' -- 'E:EE� 12' SEE NOTE 1 :•° SPRING LINE STRAPPING, •iE'•'.IE ii ; END OF FILTER FABRIC fl s s SEE NOTE 2 OVERLAP TO BE MINIMUM OF 12' BELOW SPRING LINE CONDUIT JOINT SEE DETAIL, BELOW ROUND � PIPE -- - -- KEEP WRAP SNUG JOINT AT BELL AREA JOINT W/O BELL JOINT W/ BELL (SHOWING FILTER FABRIC) (SHOWING FILTER FABRIC) 12 GASKET(S). SEE NOTE 3 SPRING LINE PRIMER CONDUIT EXTERIOR +' , END FILTER FABRIC OVERLAP •• •a ' w' MINIMUM 12" BELOW SPRING LINE • a 4 ELLIPTICAL PIPE PRIMER JOINT TONGUE AND GROOVE TYPE JOINT BELL AND SPIGOT TYPE JOINT WITH DOUBLE GASKET WITH 0 RING GASKET (PRIOR TO PULL -UP) NOTES: (PRIOR TO PULL-UP) 12" SPRING LINE 1. JOINT WRAP SHALL CONFORM TO ONE OF THE FOLLOWING: FILTER FABRIC -MIRAFI 140 -N AS MANUFACTURED BY MIRAFI INC., OR APPROVED EQUAL MINIMUM WIDTHS) AS SHOWN ABOVE. ELASTIC BAND -AS MANUFACTURED BY CADILLOC'EXTERNAL PIPE JOINT, INC., OR APPROVED EQUAL BOX CULVERT WIDTHS) AS PER ASTM C 877. 2. JOINT WRAP SHALL BE HELD IN PLACE AS FOLLOWS: FILTER FABRIC - MINIMUM 2 STRAPS AS SHOWN OR AS REQUIRED BY THE MANUFACTURER. ISOMETRIC VIEWS ELASTIC BAND- MINIMUM NUMBER OF CLIPS AS REQUIRED BY THE MANUFACTURER. (SHOWING FILTER FABRIC) 3. GASKET TYPE SHALL CONFORM TO THE FOLLOWING: ROUND PIPE -SHALL BE RUBBER GASKET TYPE CONFORMING TO ASTM C 443 AND DOT SSRCBC - SECTIONS 941 AND 942. EWP71CAL PIPE -SHALL BE COLD ADHESIVE PREFORMED FLEXIBLE MATERIAL EQUAL TO RAM -NEK AS MANUFACTURED BY K.T. SNYDER COMPANY, INC. OR OVAL ULTRA SEAL AS MANUFACTURED BY HANSON PIPE AND PRODUCTS CO. OR APPROVED EQUAL BOX CULVERT -SHALL BE COLD ADHESIVE PREFORMED FLEXIBLE MATERIAL EQUAL TO RAM -NEK PROVIDED FOR AS MANUFACTURED BY K.T. SNYDER COMPANY. INC. OR APPROVED EQUAL INFORMATIONAL PURPOSES ONLY. NO MODIFICATIONS WITHOUT WRITTEN CONDUIT JOINT WRAP DETAIL � • c TYRO0F CLEARWATER SCALE: N,T.S. CREATED' 04/03 INDEX NO. 227 Overlap filter material 18" 12 U across top of aggregate. 0 a m varies' Perimeter of -aggregate / ° 00 Oo to be fully wrapped with ., a C \ Non' Degrading Fiberous, 000 ' 12)) / Filter Type Material as 000 ° Oo �Oo Directed by Engineer, 00.000 o°a Mirafi 140 N or approved equal. ° 0 - " i " cbo 00 cooO �\ o 0 000 6 " °Q oo \� Unless otherwise . Filter . aggregate for. underdrains shall be as /// / / /\ // /\ specified in the FDOT Standard S ecifications, \ /� \ / / \ / / \�/ underdrain pipe shall be 8" p p \i` ��i \\ Section 901 — Course Aggregate, and shall diameter' PVC with. perforations , � down —See Technical Specifications be either #6 or, #57. - If #57 is used, it 'must be washed and for details: screened to remove fines. TYPICAL SECTION The aggregate may be stone, slag, or crushed gravel. Solid pipe (w /o perforations) is to be used ,under drives and roadways, with compacted backfill. UNDERDRAIN DETAIL BACK' OF CURB SCALE: N.T.S. `NATURAL GROUND OR SUBGRADE\ - ELEVATION 2' -0" ABOVE TOP A B C D E F G. Shallow 0'— 4 2'-690 THICKNESS MAY VARY 4 Max 3'-6" 24 �� Max 8 #3 at 12 " E.W. Standard 4.1'— 6' 3' -6" 6' Max 4' 30" Max 8" #5 at 10" E.W. Deep 6.1'— 10' 3' =6" 7' 10' 4' 48" Max 12" #5 at 10" E.W. Deep 10.1'— 14' 3' -6" 7' 14' 5', 48" Max 12" 1 #5 at 10" E.W. NOTES PROVIDED FOR 1. All concrete to be 3000 p.s.i., INFORMATIONAL with fiber mesh reinforcing. PURPOSES ONLY. NO MODIFICATIONS WITHOUT WRITTEN APPROVAL CITY OF CLEARWATER STORM SEWER MANHOLE DETAIL N EXE-- NO./20202 SCALE: N.T.S.' FILE: J: \ 02026\ 02026002.00 \ACRD \dwa \09096nn7 —nFTI, rim1n I AST gAVFn• IAl,.A nu /1 � /nsz - -4 -4o, of nTTrn. . AA , n k, Z /n0 Z. -Z r- M ter, 15' MIN. 15' MIN. 14' MIN. 16' MIN. JOINT 4 MIN. 4' MIN. a MIN. 4 MIN. -- - -- JOINT WRAP, - -- ertE:.' ?-;''' -- 'E:EE� 12' SEE NOTE 1 :•° SPRING LINE STRAPPING, •iE'•'.IE ii ; END OF FILTER FABRIC fl s s SEE NOTE 2 OVERLAP TO BE MINIMUM OF 12' BELOW SPRING LINE CONDUIT JOINT SEE DETAIL, BELOW ROUND � PIPE -- - -- KEEP WRAP SNUG JOINT AT BELL AREA JOINT W/O BELL JOINT W/ BELL (SHOWING FILTER FABRIC) (SHOWING FILTER FABRIC) 12 GASKET(S). SEE NOTE 3 SPRING LINE PRIMER CONDUIT EXTERIOR +' , END FILTER FABRIC OVERLAP •• •a ' w' MINIMUM 12" BELOW SPRING LINE • a 4 ELLIPTICAL PIPE PRIMER JOINT TONGUE AND GROOVE TYPE JOINT BELL AND SPIGOT TYPE JOINT WITH DOUBLE GASKET WITH 0 RING GASKET (PRIOR TO PULL -UP) NOTES: (PRIOR TO PULL-UP) 12" SPRING LINE 1. JOINT WRAP SHALL CONFORM TO ONE OF THE FOLLOWING: FILTER FABRIC -MIRAFI 140 -N AS MANUFACTURED BY MIRAFI INC., OR APPROVED EQUAL MINIMUM WIDTHS) AS SHOWN ABOVE. ELASTIC BAND -AS MANUFACTURED BY CADILLOC'EXTERNAL PIPE JOINT, INC., OR APPROVED EQUAL BOX CULVERT WIDTHS) AS PER ASTM C 877. 2. JOINT WRAP SHALL BE HELD IN PLACE AS FOLLOWS: FILTER FABRIC - MINIMUM 2 STRAPS AS SHOWN OR AS REQUIRED BY THE MANUFACTURER. ISOMETRIC VIEWS ELASTIC BAND- MINIMUM NUMBER OF CLIPS AS REQUIRED BY THE MANUFACTURER. (SHOWING FILTER FABRIC) 3. GASKET TYPE SHALL CONFORM TO THE FOLLOWING: ROUND PIPE -SHALL BE RUBBER GASKET TYPE CONFORMING TO ASTM C 443 AND DOT SSRCBC - SECTIONS 941 AND 942. EWP71CAL PIPE -SHALL BE COLD ADHESIVE PREFORMED FLEXIBLE MATERIAL EQUAL TO RAM -NEK AS MANUFACTURED BY K.T. SNYDER COMPANY, INC. OR OVAL ULTRA SEAL AS MANUFACTURED BY HANSON PIPE AND PRODUCTS CO. OR APPROVED EQUAL BOX CULVERT -SHALL BE COLD ADHESIVE PREFORMED FLEXIBLE MATERIAL EQUAL TO RAM -NEK PROVIDED FOR AS MANUFACTURED BY K.T. SNYDER COMPANY. INC. OR APPROVED EQUAL INFORMATIONAL PURPOSES ONLY. NO MODIFICATIONS WITHOUT WRITTEN CONDUIT JOINT WRAP DETAIL � • c TYRO0F CLEARWATER SCALE: N,T.S. CREATED' 04/03 INDEX NO. 227 Overlap filter material 18" 12 U across top of aggregate. 0 a m varies' Perimeter of -aggregate / ° 00 Oo to be fully wrapped with ., a C \ Non' Degrading Fiberous, 000 ' 12)) / Filter Type Material as 000 ° Oo �Oo Directed by Engineer, 00.000 o°a Mirafi 140 N or approved equal. ° 0 - " i " cbo 00 cooO �\ o 0 000 6 " °Q oo \� Unless otherwise . Filter . aggregate for. underdrains shall be as /// / / /\ // /\ specified in the FDOT Standard S ecifications, \ /� \ / / \ / / \�/ underdrain pipe shall be 8" p p \i` ��i \\ Section 901 — Course Aggregate, and shall diameter' PVC with. perforations , � down —See Technical Specifications be either #6 or, #57. - If #57 is used, it 'must be washed and for details: screened to remove fines. TYPICAL SECTION The aggregate may be stone, slag, or crushed gravel. Solid pipe (w /o perforations) is to be used ,under drives and roadways, with compacted backfill. UNDERDRAIN DETAIL BACK' OF CURB SCALE: N.T.S. `NATURAL GROUND OR SUBGRADE\ - ELEVATION 2' -0" ABOVE TOP , OF PIPE. CUT —OFF SHEETING BACKFILL TO BE COMPACTED IF REQUIRED. TO 100% T -99. LIFT IIIIIII THICKNESS MAY VARY DEPENDENT UPON MATERIAL, EQUIPMENT, AND COMPACTION METHODS USED, BUT IN NO CASE SHALL EXCEED 12 ". N DENSITY TESTS TO BE TAKEN ELEVATION TOP OF PIPE IN ACCORDANCE-NTH THE OR HYDRAULIC STRUCTURE GOVERNMENTAL AGENCY D HAVING 'JURISDICTION, OR BEDDING AND BACKFILL WITH AS MAY BE REQUIRED BY THE ENGINEER. SELECTED MATERIALS TO BE PLACED AND COMPACTED IN 6" LIFTS UTILIZING METHODS' tO\--6- MIN — 12" MAX AND EQUIPMENT'APPROVED _ _ _ _ _ 12" DIA AND UNDER BY THE ENGINEER. — — — - - 14SUITA — PIPE BEDDING TAMPED — ATERIAL AND COMPACTED — — — — — BOTTOM OF EXCAVATION NOTE: FOR TRENCHES IN PAVED AREAS OR AREAS TO RECEIVE NEW. PAVEMENT, SEE PAVEMENT SPECIFICATIONS. TYPICAL TRENCH' SECTION DR- 1087.DWO 11/17/92 NTS SCALE, N.T.S. ORIGINAL RECEN D OCT 15 2000 PLANNING DEPARTMENT CITY OF CLEARWATER three 4040N. Central Expwy I Dallas, Texas 1 214.559.4080 1 214.559.0990 sulte200 75204 telephone facsimlle Greystone Communities , SantaFe HealthCare G' R O V- P aw Enoniverino • Treneportatkn Envlronmente/ • pl4wn* g 380 Park Place Boulevard, Suite 300 Clearwater, Florida, 33759 - www.tbegroup.com - 800.861.8314 License No. 3843 ' c :E LL - o L!_I J U) cz CIO PROJECT NO.: 07024 DATE: October 15, 2008 SEAL: Bryan L.: Zar�ea•,.�: FL Reg. No. 521 OWNER: BVG Aquisition, Inc.' PHASE: 100% CONSTRUCTION DOCUMENTS SHEET DESCRIPTION : PAVING,•GRADING AND DRAINAGE DETAILS (1) SHEET NUMBER: SC6.o3 I ip 1/4" STEEL GRATE PLAN H -20 LOADING ALTERNATE CAST IRON GRATE 3' -0" H -20 LOADING 3 3/4" FRAME 3 3/4" e •R • 6" MIN . 2' -0" 6" MIN SECTION NOTES: FOR ADDITIONAL DETAILS SEE FDOT INDEX NO 201 & 232. BOTTOM & SIDE STEEL IS GRADE 40 #4 BARS 0 12" CTRS WITH 2" COVER. MAXIMUM DEPTH FOR THIS STRUCTURE IS 13'. MAXIMUM PIPE SIZE FOR 2' -0" WALL IS 18" CONCRETE PIPE. MAXIMUM PIPE SIZE FOR 3' -1" , WALL IS 24" CONCRETE PIPE. - ALL EXPOSED CORNERS AND EDGES OF CONCRETE ARE TO BE CHAMFERED 3/4 ". CONCRETE SHALL MEET THE REQUIREMENTS OF ASTM C -478. FDOT INLET TYPE "C" DR -1055 12/09/94 NTS 4' -3" NOTES: 2' -1 1/2" 2' -1 1/2" FOR ADDITIONAL DETAILS SEE FDOT INDEX NO 201 & 221. BOTTOM & SIDE STEEL IS GRADE 40 #4 BARS ® 12 "'CTRS A'� BOTH WAYS. MAXIMUM DEPTH FOR THIS STRUCTURE IS 15'. . MAXIMUM PIPE SIZE FOR 2' -11" WALL IS 24" CONCRETE PIPE. MAXIMUM PIPE SIZE FOR 4' -0" WALL IS 36" CONCRETE PIPE. ALL EXPOSED CORNERS AND EDGES OF CONCRETE ARE TO BE CHAMFERED 3/4 ". CONCRETE SHALL MEET THE REQUIREMENTS OF ASTM C -478. 4'- 3 "OTO0 • R 41 B • n ( .' • J DO STEEL GRATE H -20 LOADING - A---J 5 -4" PLAN 6" 2' -11' 6" PLAN GRADE �CL INLE 5' -4" 6" 4' -4' 4• t. A a' 1• 4' -3" E' F G ALL EXPOSED CORNERS AND EDGES OF CONCRETE ARE TO BE CHAMFERED 3/4 ". CONCRETE SHALL MEET THE REQUIREMENTS OF ASTM C -478. 4'- 3 "OTO0 • R 41 B • n ( .' • J DO STEEL GRATE H -20 LOADING - A---J 5 -4" PLAN 6" 2' -11' 6" PLAN GRADE �CL INLE 5' -4" 6" 4' -4' 6" A B 4' -3" E' F G M N SINGLE DOUBLE •:t. R PIPE PIPE PIPE PIPE 'A 2' 7' 2.27' 4.09' 5/16" '6,r !'d •4" 1.22' 4.83' to .: :4 9.79' 12.37' t ' BOTTOM & SIDE STEEL IS GRADE 40 #4 BARS ® 12" CTRS WITH 2" COVER. 18' 2' -10 2.36' 5.12' 2" 3.03' 2' • ' .4 4.92' 7.75' 10.58' (V 1.21' :'�'• 24' d 2.53' 7.18'a 9.71' .i •4' 1.73' . 4. � R 2' 2" r EYE BOLT '- SEE INDEX 201 4'. 4 • 1„ S Z C4 to PLAN 2' -3 5/8" • OO Z M , w i o °o N O �O �O 00 CAST IRON GRATE OPEN THROAT 3 3/4 " "-- iv 3 3/4" WHERE SHOWN nu n1 Akf � a .U11111111111111 IIH �. is THROAT WHERE SHOWN •4' •e 6" (MIN)_ a 2' -0" 6" MIN (D A SECTION NOTES: FOR ADDITIONAL DETAILS SEE FDOT INDEX NO 201 & 232. BOTTOM & SIDE STEEL IS GRADE 40 #4 BARS ® 12" CTRS WITH 2" COVER. MAXIMUM DEPTH FOR THIS STRUCTURE IS 13'. MAXIMUM PIPE SIZE FOR 2' -0" WALL IS 18" CONCRETE PIPE. MAXIMUM PIPE SIZE- FOR V -1" WALL IS 24" CONCRETE PIPE. ALL EXPOSED CORNERS AND EDGES OF CONCRETE ARE TO BE CHAMFERED 3/4 ". CONCRETE SHALL MEET THE REQUIREMENTS OF ASTM C -478. GRATE TO BE SUPPORTED BY AT LEAST TWO OPPOSING SIDES. MODIFIED FDOT INLET TYPE "C" (NON - TRAFFIC) DR -1092 4/28/95 NTS 6" (TYP) V -0 1/8- SOD J BEVELED OR in 1 ROUND CORNERS to r v I I J • I I -- - -- -- ----- ' - - -�- a -- - - - - -- --- - - - - -- �� I mil m . ___ -___� ___�- r - - --r- �¢ Lq 5 CONCRETE SLAB 5 -1/2 "THICK SOD� REINFORCED WITH WWF 6x6 W14xW14 TOP, VIEW - SINGLE PIPE SEE GEN NOTES S�Op£ FDOT INDEX �qR /FS NO 272 Sp DEEPEN AROUND q C OUTSIDE EDGE OF- PIPE FOR 5-1/2N SLAB 91: 17 7 7 o e DITCH OR CONCRETE POND BOTTOM PIPE CONNECTOR' i SADDLE` #4 BAR to THAN %SS - E 5' SOD NO PIPE JOINT PERMI D UNLESS APPROVED BY THE ENGINEER F PIPE TO BE INCLUDED UNDER UNIT, PRICE FOR MITERED END SECTION) ' *SLOPE: 4:1 MITER:' TO C PIPE FOR PIPES 18" AND SMALLER.' 2:1 FOR PIPES 24" AND LARGER. SECTION MITERED END SECTION FDOT INDEX ' NO 272 cV 1 DR- 1076.DWG 7/30/92 NTS D X A B C E' F G M N SINGLE DOUBLE TRIPLE QUAD PIPE PIPE PIPE PIPE 15' 2' 7' 2.27' 4.09' 6.38' 4.03' e' 1.22' 4.83' 7.21' 9.79' 12.37' 1.19' BOTTOM & SIDE STEEL IS GRADE 40 #4 BARS ® 12" CTRS WITH 2" COVER. 18' 2' -10 2.36' 5.12' 7.48' 3.03' 9' 1.41' 4.92' 7.75' 10.58' 13.42' 1.21' 4:1 24' 3'-5• 2.53' 7.18'a 9.71' 7.031 11' 1.73' 5.50' 8.92' 12.33' 15.75' 1.25' 30• 4'-30 2.70' 9.25 11.95' 9.03' 13' 2.00' 6.06' 10.33' 14.58' 18.83' 1.29' SOD J BEVELED OR in 1 ROUND CORNERS to r v I I J • I I -- - -- -- ----- ' - - -�- a -- - - - - -- --- - - - - -- �� I mil m . ___ -___� ___�- r - - --r- �¢ Lq 5 CONCRETE SLAB 5 -1/2 "THICK SOD� REINFORCED WITH WWF 6x6 W14xW14 TOP, VIEW - SINGLE PIPE SEE GEN NOTES S�Op£ FDOT INDEX �qR /FS NO 272 Sp DEEPEN AROUND q C OUTSIDE EDGE OF- PIPE FOR 5-1/2N SLAB 91: 17 7 7 o e DITCH OR CONCRETE POND BOTTOM PIPE CONNECTOR' i SADDLE` #4 BAR to THAN %SS - E 5' SOD NO PIPE JOINT PERMI D UNLESS APPROVED BY THE ENGINEER F PIPE TO BE INCLUDED UNDER UNIT, PRICE FOR MITERED END SECTION) ' *SLOPE: 4:1 MITER:' TO C PIPE FOR PIPES 18" AND SMALLER.' 2:1 FOR PIPES 24" AND LARGER. SECTION MITERED END SECTION FDOT INDEX ' NO 272 cV 1 DR- 1076.DWG 7/30/92 NTS I R� N I M STEEL GRATE :' •' ' H -20 LOADING ALTERNATE • 9" x 9" HOLE CAST IRON GRATE- RECTICULINE H -20 LOADING 04 PLAN 1/4• QAWAW�D HARDWARE CLOiH • Z x-1/4' CAWANI2ID HARDWARE CLOTH • `.; of I9+ I� � • • t I • iV 1 - J :8M• SECTION I R� N I M STEEL GRATE :' •' ' H -20 LOADING ALTERNATE • 9" x 9" HOLE CAST IRON GRATE- RECTICULINE H -20 LOADING 04 PLAN 1/4• QAWAW�D HARDWARE CLOiH • MAXIMUM DEPTH FOR THIS STRUCTURE IS 13'. SECTION AA SECTION BB MAXIMUM PIPE SIZE FOR 3' -1" WALL IS 24" CONCRETE PIPE. FDOT GUTTER INLET TYPE "V" ALL EXPOSED CORNERS AND EDGES OF CONCRETE ARE TO BE CHAMFERED 3/4 ". DR -1083 12/12/94 NTS CONCRETE SHALL MEET THE REQUIREMENTS OF ASTM C -478. FDOT INLET TYPE "C" (MODIFIED) ( C- 5 +C- 7.CY- 2•CY- 4•CY- 6•C- 1C•D -2) FILE: J: \02026\ 02026002.00 \ACAD \dwq \02026002- DETG.dwo LAST SAVED: Wed_ 08 /13/0,9 -3-37n PI OTTFn. Mnn RY• .InP I BUILDERS FELT CO PLUG & CO FITTING E ° SDR 35 PVC PIPE USF 7610 HANDHOLE RING _& COVER CONCRETE, PAD 16" SQ. X 4" THICK IN .UNPAVED AREAS • ° °° �o�e�o`< 4" ROCK BASE zap zo�et;o�� • 45• EL 45' WYE ORIGINAL RECEIVED ®CT 15 2000 PLANNING DEPARTMENT CITY OF CLEARWATER three 4040 N. a 200 ExpI I Dallas, 7504 as 2 14.559.4 214.559.0990 Greystone Communities SantaFe HealthCare �RO•uP Ch//•En911neI • Tranaportat/on EnvvkWinenta/ P /&W*W 380 Park Place Boulevard, Suite 300 Clearwater, Florida, 33759 www.tbegroup.com - 800.861.8314 License No. 3843 - E LL W .J .cz V C Cl) PROJECT NO.: 07024 DATE: October 15,'2008 SEAL: . CQ 1 • � � . tF, tf? . � •i Bryan L. Zarl' 'a; •PE.' FL Reg. No. 52167 ,OWNER: BVG Aquisition, Inc. PHASE: 100% CONSTRUCTION DOCUMENTS SHEET DESCRIPTION: PAVING, GRADING AND DRAINAGE DETAILS (2) SHEET NUMBER: SC6.04 Z x-1/4' CAWANI2ID HARDWARE CLOTH • `.; b %► o SECTION NOTES: FOR ADDITIONAL DETAILS SEE FDOT INDEX NO 201 & 232. BOTTOM & SIDE STEEL IS GRADE 40 #4 BARS ® 12" CTRS WITH 2" COVER. t • "' R MAXIMUM DEPTH FOR THIS STRUCTURE IS 13'. SECTION AA SECTION BB MAXIMUM PIPE SIZE FOR 3' -1" WALL IS 24" CONCRETE PIPE. FDOT GUTTER INLET TYPE "V" ALL EXPOSED CORNERS AND EDGES OF CONCRETE ARE TO BE CHAMFERED 3/4 ". DR -1083 12/12/94 NTS CONCRETE SHALL MEET THE REQUIREMENTS OF ASTM C -478. FDOT INLET TYPE "C" (MODIFIED) ( C- 5 +C- 7.CY- 2•CY- 4•CY- 6•C- 1C•D -2) FILE: J: \02026\ 02026002.00 \ACAD \dwq \02026002- DETG.dwo LAST SAVED: Wed_ 08 /13/0,9 -3-37n PI OTTFn. Mnn RY• .InP I BUILDERS FELT CO PLUG & CO FITTING E ° SDR 35 PVC PIPE USF 7610 HANDHOLE RING _& COVER CONCRETE, PAD 16" SQ. X 4" THICK IN .UNPAVED AREAS • ° °° �o�e�o`< 4" ROCK BASE zap zo�et;o�� • 45• EL 45' WYE ORIGINAL RECEIVED ®CT 15 2000 PLANNING DEPARTMENT CITY OF CLEARWATER three 4040 N. a 200 ExpI I Dallas, 7504 as 2 14.559.4 214.559.0990 Greystone Communities SantaFe HealthCare �RO•uP Ch//•En911neI • Tranaportat/on EnvvkWinenta/ P /&W*W 380 Park Place Boulevard, Suite 300 Clearwater, Florida, 33759 www.tbegroup.com - 800.861.8314 License No. 3843 - E LL W .J .cz V C Cl) PROJECT NO.: 07024 DATE: October 15,'2008 SEAL: . CQ 1 • � � . tF, tf? . � •i Bryan L. Zarl' 'a; •PE.' FL Reg. No. 52167 ,OWNER: BVG Aquisition, Inc. PHASE: 100% CONSTRUCTION DOCUMENTS SHEET DESCRIPTION: PAVING, GRADING AND DRAINAGE DETAILS (2) SHEET NUMBER: SC6.04 ITEM -- CONTROL STRUCTURE A -1 ELEV. (FT.) TOP SKIMMER EL. 'A' 4'-5- TOP OF GRATE EL. 'B' 17.60 WEIR SLOT INVERT EL. 'C' 17.10 BOTTOM OF-SKIMMER EL. 'D' 16.60 BOTTOM OF POND / CONC. SLAB EL. 'E' 15.00 6" SOLID PVC INV. EL. SOUTH 'F' 10.70 24" RCP INV. EL. EAST 'G' 10.50 INSIDE BOTTOM OF STRUCTURE 'H' 9.50 FDOT INLET TYPE 5 . WITH RETICULINE BARS Z BRACKET (STANDOFF) . STEEL GRATE 12" (TYP.) WITH RETICULINE BARS Z BRACKET POND B DHW 25 YR. -24 HR. = 8.44 (STANDOFF) 12" TOP OF GRATE EL. 'B' (TYP.) (TYP.) P ND A DHW 25 YR. -24 HR. = 18.42 TOP OF SKIMMER EL. A I x ° ° o I • .• ' I a. e N I BOTTOM OF SKIMMER EL. 'C' .. e ° A.° 3/8- RGLAS tOTTOM T °•' ° TOP OF GRATE EL. 'B' ° : a L G I�G :e F P 2' a• I. .a. ° WEIR SLOT INVERT EL. SOUTH 'C' c N v a e v :' e . : ° a SLAB UNDER ENTIRE SKIMMER ��P• BOTTOM OF SKIMMER EL. 'D' d ° . a b . •• 'd ° a '° e (la 3/8" FIBERGLAS SKIMMER BOTTOM OF POND / CONC. SLAB EL. 'D' . A SOLI OPEN TOP AND ItIOTTOM , • d I 6" SOLID PVC INV. EL. NW 'E' a a ' . / a a 24" CON ST. 4" THICK CONCRETE INV. EL. SE 'F' d ' a SLA B UNDER ENTIRE SKIMMER ° ° d e ° a 'd ' :° e ° I BOTTOM OF POND / CONC. SLAB EL. 'E' 6" SOLID PVC I INV. EL. SOUTH 'F' 1_0 I I J I 24" RCP INV. EL. EAST 'G' INSIDE BOTTOM OF STRUCTURE FDOT TYPE 'D' MODIFIED ITEM -- CONTROL STRUCTURE A -1 ELEV. (FT.) TOP SKIMMER EL. 'A' 18.42 TOP OF GRATE EL. 'B' 17.60 WEIR SLOT INVERT EL. 'C' 17.10 BOTTOM OF-SKIMMER EL. 'D' 16.60 BOTTOM OF POND / CONC. SLAB EL. 'E' 15.00 6" SOLID PVC INV. EL. SOUTH 'F' 10.70 24" RCP INV. EL. EAST 'G' 10.50 INSIDE BOTTOM OF STRUCTURE 'H' 9.50 FDOT INLET TYPE D ' (WATER QUALITY) STORMWATER POND 'A' CONTROL STRUCTURE (A -1) NTS 4' -5" FDOT TYPE 'C' MODIFIED ITEM -- CONTROL STRUCTURE- B -1 ELEV. (FT.) TOP SKIMMER EL. 'A' 8.44 TOP OF GRATE EL. 'B' 8.10 BOTTOM OF SKIMMER EL. 'C' 7.60 BOTTOM OF POND / CONC. SLAB EL. 'D' 7.00 6" SOLID PVC INV. EL. NW 'E' 3.40 24" RCP INV. EL. SE 'F' 2.75 INSIDE BOTTOM OF STRUCTURE 'G' 1.75 FDOT `INLET TYPE C STEEL GRATE . WITH RETICULINE BARS Z BRACKET (STANDOFF) . 12" (TYP.) (TYP.) POND B DHW 25 YR. -24 HR. = 8.44 TOP OF SKIMMER EL. A , TOP OF GRATE EL. 'B' I �. ° ° o I e• s: a. e I BOTTOM OF SKIMMER EL. 'C' 5 e ° A.° 3/8- RGLAS tOTTOM ER °•' ° EN TOP ° : a :: v: ' G I�G :e F P 2' a• I. °v.. Q c CONST. 4" THICK CONCRETE v a e v :' e . : ° a SLAB UNDER ENTIRE SKIMMER ��P• d ° ° a '° e BOTTOM OF POND / CONC. SLAB EL. 'D' . ° I I I 6" SOLID PVC INV. EL. NW 'E' / I / 24" RCP INV. EL. SE 'F' / FDOT TYPE 'C' MODIFIED ITEM -- CONTROL STRUCTURE- B -1 ELEV. (FT.) TOP SKIMMER EL. 'A' 8.44 TOP OF GRATE EL. 'B' 8.10 BOTTOM OF SKIMMER EL. 'C' 7.60 BOTTOM OF POND / CONC. SLAB EL. 'D' 7.00 6" SOLID PVC INV. EL. NW 'E' 3.40 24" RCP INV. EL. SE 'F' 2.75 INSIDE BOTTOM OF STRUCTURE 'G' 1.75 FDOT `INLET TYPE C / / / �---------- - - - -V/ INSIDE BOTTOM OF STRUCTURE 'G' FDOT TYPE 'C' MODIFIED STORMWATER POND 'B' CONTROL STRUCTURE (113-1) NTS CII C. I. \ n7nnc\ n�nncnnn nn\ nnnn\ _1...__\ --- ----r, \uvvy \VLVGV VVL —VL I V.uvvy Lr\O I OrrvGU: vveu,• UO/ I J/ VO —J: JL[7 rLU I I LU: Mon, I U/ bT: JUF' 3/8" FIBERGLASS SKIMMER OPEN TOP AND BOTTOM 6" SOLID PVC SOUTH 3/8" FIBERGLASS SKIMMER—, OPEN TOP AND BOTTOM I (WATER QUALITY) 5' -5" 2' -0" Z BRACKET (TYP.) 4'_1" (TYP.) (STANDOFF) 21.8" °. e Q' °: e '. a e a G ° 4 OA e SECTION A -A PLAN A •a 8" 8" 4 °' SCALE: N.T.S. " A 2— op e G N of CONST. 4" THICK CONCRETE 10 v ° SLAB UNDER, ENTIRE SKIMMER d a as d A _ a • ° , 00 ° ° a W A e Q ° ° ° 0 v I e , Z BRACKET 24" RCP (STANDOFF) , EAST (TYP.) ' PLAN VIEW STORMWATER POND 'A' CONTROL, STRUCTURE= (A -1) NTS 6" SOLID PVC 24" RCP 44 ..' Z BRACKET (STANDOFF) (TYP.) Z BRACKET, (STANDOFF) 10.1" . I 12" • SECTION A -A; = PLAN SCALE:.N.T.S. CONST. 4" THICK CONCRETE SLAB UNDER ENTIRE SKIMMER PLAN VIEW STORMWATER POND 'B' CONTROL STRUCTURE (113-1) NTS ORIGINAL RECENED OCT 15 2003 PLANNING DEPARTMENT CITY OF CLEARWATER th ree. 4040N. Central Z� Expwy I Dal'S204 as 1 214.559.4= 1 214.55 .0"0 Greystone Communities SantaFe HealthCare �R•o�uP Chi// Ensfneerho rmnsportemon Enwronmente/ P/a fiko 380 Park Place Boulevard, Suite 300 Clearwater, Florida, 33759 www.tbegroup.com – 800.861.8314 Licenee No. 3843. E LEL M 0 Im U :> I_UI J U) f LL CU) PROJECT NO.: 07024 DATE: ' October 15, 2008 SEAL: Bryan L. ' Za rl ,` a�; PE a FL Reg. No. 52167 OWNER : BVG Aquisition, Inc. PHASE: 100% CONSTRUCTION DOCUMENTS SHEET DESCRIPTION: PAVING, GRADING AND DRAINAGE DETAILS (3) SHEET NUMBER: SC6.05 . P AI.A Z BRACKET STEEL GRATE - WITH RETICULINE BARS (STANDOFF) ELEV. (FT.) TOP SKIMMER EL. 'A' 12" TOP OF GRATE EL. 'B' 16.00 (TYP.) 15.50 BOTTOM OF POND / CONC. SLAB EL. 'D' 15.00 , (TYP.) 36" RCP INV. EL. SOUTH 'F' � � POND C -1 DHW 25 YR. -24 HR. = 16.51 INSIDE BOTTOM OF STRUCTURE 'G' 10.0 FDOT INLET TYPE TOP OF SKIMMER EL. A 6" SOLID PVC INV. EL. SOUTH 'H' 18.00 .�i cV .: i ° e' --I------------- TOP OF GRATE EL. 'B' — ' BOTTOM OF SKIMMER EL. 'C' Cq d . ° •' 'd d d 3/8" FIBERGLAtOTTOM BOTTOM OF SKIMMER EL. 'C' EAST OPEN TOP AND 3/8" FIBERGLASS. SKIMMER d . .4. OPEN TOP AND BOTTOM G SOU1� i :- d d a I . da• . 4 CONST. 4" THICK CONCRETE v 4 ° ° d •. ° a e SLAB UNDER-ENTIRE SKIMMER 2' a.• ' d ' a ' 'A .: o a d CONST. 4" THICK CONCRETE ° A- ° a ° SLAB SLAB UNDER ENTIRE SKIMMER .d I. d :. v ° Q' .. '8• d •• g•• .. 4 d - I ° d °• 9 'v I ° ° A 4 BOTTOM OF POND CONC. SLAB EL. 'D' I 6" SOLID PVC 6" SOLID PVC INV. EL. NORTH 'E' I I I INV. EL. SOUTH 'H' i 36" RCP INV. EL. SOUTH 'F' I 6" SOLID PVC INV. EL. WEST 'E' 24" RCP INV. EL. EAST 'F' L-_____ _________ ___ __ I,,- INSIDE BOTTOM OF STRUCTURE 'G' FDOT TYPE 'H' MODIFIED ITEM -- CONTROL STRUCTURE C -1A ELEV. (FT.) TOP SKIMMER EL. 'A' 16.51 TOP OF GRATE EL. 'B' 16.00 BOTTOM OF SKIMMER EL. 'C' 15.50 BOTTOM OF POND / CONC. SLAB EL. 'D' 15.00 6" SOLID PVC INV. EL. NORTH 'E.' 11.25 36" RCP INV. EL. SOUTH 'F' 11.00 INSIDE BOTTOM OF STRUCTURE 'G' 10.0 FDOT INLET TYPE H (WATER QUALITY) STORMWATER POND 'C -1' CONTROL STRUCTURE (C -1A) NTS 5' -5" STEEL GRATE WITH RETICULINE BARS Z BRACKET (STANDOFF) 12" FDOT TYPE V. MODIFIED ITEM -- CONTROL STRUCTURE 6-2 ELEV. (FT.) POND C -2' DHW 25 YR. =24 HR.) = 23.85' (TYP.) TOP OF SKIMMER EL. 'A' 22.90 BOTTOM OF POND / CONC. -SLAB EL. 'D' 20.50 6" SOLID PVC INV. EL. WEST 'E' 18.00 24" RCP INV. EL. EAST 'F' 17.70 TOP OF GRATE EL. 'B' 16.70 FDOT INLET TYPE D 6" SOLID PVC INV. EL. SOUTH 'H' 18.00 .�i .: i ° e' v ° 4 ' ' BOTTOM OF SKIMMER EL. 'C' d . ° •' 'd d d 3/8" FIBERGLAtOTTOM SKIMMER--/ EAST OPEN TOP AND G °' d Fp'G�f 2' a I . da• . 4 CONST. 4" THICK CONCRETE v 4 ° ° d •. ° ° a SLAB UNDER-ENTIRE SKIMMER I. v: e d 4' ° ° ° d - I INSIDE BOTTOM OF POND / CONC. SLAB EL. 'D' 6" SOLID PVC INV. EL. SOUTH 'H' i i I 6" SOLID PVC INV. EL. WEST 'E' 24" RCP INV. EL. EAST 'F' _ ______ __ ____�� i INSIDE BOTTOM OF STRUCTURE 'G' FDOT TYPE V. MODIFIED ITEM -- CONTROL STRUCTURE 6-2 ELEV. (FT.) TOP SKIMMER EL. 'A' 23.85 TOP OF GRATE EL. 'B' 23.40 . BOTTOM OF SKIMMER EL. 'C' 22.90 BOTTOM OF POND / CONC. -SLAB EL. 'D' 20.50 6" SOLID PVC INV. EL. WEST 'E' 18.00 24" RCP INV. EL. EAST 'F' 17.70 INSIDE BOTTOM OF STRUCTURE 'G' 16.70 FDOT INLET TYPE D 6" SOLID PVC INV. EL. SOUTH 'H' 18.00 STORMWATER POND 'C -2' CONTROL STRUCTURE (C -2) NTS FILE: J: \ 02026\ 02026002.00 \ACRD \dwg \02026002— DETG,dwg LAST SAVED: Wed, 08/13/08-3:32p PLOTTED: .Mon, 10/13/08-3:36D BY: JDP 3/8" FIBERGLASS SKIMMER OPEN TOP AND BOTTOM 3/8" FIBERGLASS SKIMMER OPEN TOP AND BOTTOM 6" SOLID PVC � (WATER QUALITY) 6" SOLID PVC - 36" RCP Z BRACKET (STANDOFF)- 12.1 • 12" SECTION -A -A PLAN SCALE: N.T.S. ---- .CONST. 4" THICK CONCRETE SLAB UNDER •ENTIRE SKIMMER T N • a a Z BRACKET (STANDOFF) (TYP.) PLAW VIEW STORMWATER POND `C -1' CONTROL STRUCTURE (C -1A) NTS 6" SOLID PVC is-Ott tt 5' -5" 2' -0 (TYP.) 4' -1 " (TYP-) 4 a- Id ° 4v d ° ° ° d d ° 'v A.. a '• .� v d'• d 8" 8" d 2 —j" 'A Uj °4 Z BRACKET (STANDOFF) 111.4 12" SECTION A -A PLAN SCALE: N.T.S. CONST. 4" THICK CONCRETE ° SLAB UNDER ENTIRE SKIMMER e °4 . d'' A A- A d A 00 01 s 4 v Q d ' v° d `. d I ° A • ° I 4- , - 4 d ° dQ A v Oa • . v - d Z BRACKET 24" RCP (STANDOFF)., (TYP.) PLAN VIEW STORMWATER POND 'C -2' CONTROL STRUCTURE (C -2) NTS =I ORIGINAL RECEIVED OCT 15'2000 PLANNING DEPARTMENT CITY OF CLEARWATER three 4040 N.0 Central to 200 75204 Expwy I Da1 as 12 telephone 4..559 facsimile 4080 1214.559.0"0 Greystone Communities SantaFe HealthCare GROUP ChI/ Eng6eerko , - Trinspormlon Env/ronments/ -, PINW*W - - 380 Park Place Boulevard, Suite 300 Clearwater, Florida, 33759 www.tbagroup.com — 800.861.8314 License No. 3843 m .,C L LU J - o CD U CID L cz U.) PROJECT NO.: 07024 DATE October 15,2008 SEAL: IL B an L. Za r� - a, P E FL Reg. No. 52167. OWNER: BVG Aquisition,, Inc, PHASE: 100% CONSTRUCTION - DOCUMENTS SHEET DESCRIPTION: PAVING, GRADING AND•DRAINAGE DETAI LS (4) SHEET NUMBER: SC6.06 5' -5" M , STEEL GRATE WITH RETICULINE BARS Z BRACKET ELEV. (FT.) TOP SKIMMER EL. 'A' 9.21 TOP OF GRATE EL. 'B' 9.00 BOTTOM OF SKIMMER EL. 'C' (STANDOFF) BOTTOM OF POND / CONC. SLAB EL. 'D' 8.00 6" SOLID PVC INV. EL. WEST 'E' 5.40 12" 5.00 INSIDE BOTTOM OF STRUCTURE 'G' (TYP.) FDOT INLET TYPE D 'D' . (TYP) POND DHW 25 YR. -24 HR. = 9.21' TOP OF SKIMMER EL. 'A' in TOP OF GRATE EL. 'B' 00 00 A $. ° .4. BOTTOM OF SKIMMER EL. 'C' A d . A 4 d 3/8" FIBERGLAS,{, SKIMMER ST EA OPEN TOP AND bOTTOM a • ° ' . Id 2' a • ao, , I: Q 4 CONST. 4" THICK CONCRETE d <' ° 4a d'• ;e , SLAB UNDER ENTIRE SKIMMER �.�P• d 4 ve d - d I BOTTOM OF POND CONC. SLAB EL. . " I ' 6" SOLID PVC INV. EL. WEST 'E' I I I / I / 24" RCP INV. EL. EAST 'F' / -- — — — — — — — — — — — — —V / INSIDE BOTTOM OF STRUCTURE 'G' 5� Z BRACKET ITEM -- CONTROL STRUCTURE D -1 ELEV. (FT.) TOP SKIMMER EL. 'A' 9.21 TOP OF GRATE EL. 'B' 9.00 BOTTOM OF SKIMMER EL. 'C' 8.50 BOTTOM OF POND / CONC. SLAB EL. 'D' 8.00 6" SOLID PVC INV. EL. WEST 'E' 5.40 24" RCP INV. EL. EAST 'F' 5.00 INSIDE BOTTOM OF STRUCTURE 'G' 4.00 FDOT INLET TYPE D 3/8" FIBERGLASS SKIMMER OPEN TOP AND BOTTOM (WATER QUALITY) 6" SOLID PVC 1' -0" 2' -0" Z BRACKET (TYP.) 4._1" (TYP.) (STANDOFF) 8.5" 4 ° A d v ° d 4 A v ° ° ° SECTION A -A ° v 4' i' •I v v A PLAN ° •4 .1 8I, 8„ 4 SCALE: N.T.S. A �n < ; '° 4 �r A M ° " CONST. 4" THICK CONCRETE ° SLAB UNDER ENTIRE SKIMMER e 4' d'` A -A A 001 o d ° v d ° : I f_ e p 4 4 d d a,. o o:' 40 Z BRACKET 24" RCP (STANDOFF) (TYP.) FDOT TYPE -'D' MODIFIED STORMWATER POND 'D' CONTROL STRUCTURE W -11 PLAN VIEW NTS STORMWATER POND 'D' CONTROL STRUCTURE D -1 NTS STEEL GRATE WITH RETICULINE BARS (STANDOFF) 12„ (TYP.) (TYP.) POND 'E' DHW (25 YR. -24 HR.) = 7.47' TOP OF SKIMMER EL. 'A' TOP OF GRATE EL. 'B' �I A .: A 4. I I e ° BOTTOM OF SKIMMER EL. 'C' $T d d '. •d 4 d U��EA 3/8" FIBERGLAS SKIMMER--/ 5� OPEN TOP AND OTTOM ° ° FA CING d 2 a ° ° 4 CONST. 4" THICK CONCRETE '4: °. ° SLAB UNDER ENTIRE SKIMMER °. ° Q . • d .° d A 4 d I BOTTOM OF POND / CONC. SLAB EL. 'D' • I I I I 6" SOLID PVC INV. EL. WEST 'E' I • i J 24" RCP INV. EL. SOUTH 'F' IG� — — _ _ _ _ _ _ _ _ — _ -- / / INSIDE BOTTOM OF STRUCTURE 'G' ITEM -- CONTROL STRUCTURE E -1 ELEV. (FT.) TOP SKIMMER EL. 'A' 7,47 TOP, OF GRATE EL. 'B' 7.10 BOTTOM OF SKIMMER EL. 'C' 6.60 BOTTOM OF POND / CONC. SLAB EL. 'D' 6.00 6" SOLID PVC INV. EL. WEST 'E' 3.40 24" RCP INV. EL. SE 'F' 3.00 INSIDE BOTTOM OF STRUCTURE 'G' 2.00 FDOT INLET TYPE D FDOT . TYPE 'D' MODIFIED STORMWATER POND 'E' CONTROL • STRUCTURE (E -1) NTS FILE: J: \ 02026\ 02026002.00 \ACAD\dwq \02026002– DETG.dwo LAST SAVFP- WPci PI nrTrr) nA n 1 n /, z /f-)o -z. -zcz.. my. .nn 3/8" FIBERGLASS SKIMMER OPEN TOP AND BOTTOM 6" SOLID PVC (WATER QUALITY) 5' -5" 2' -0" (TYP.) 4,_1" (TYP.) 4'. ° ° d d n 0 4 v 4° 4 d ° 4 v A a 4; Vd °. A' ' ° A•. . d' A •4 'd 8" 8„ 4 „ • A q v 4 77" d '4 A• v • A o A — A 00 °,° . 0 d • a 4.. 4 4 ° .4 v a v O A v 4 Z BRACKET 24" RCP (STANDOFF) (TYP.) Z BRACKET (STANDOFF) 10.4" 12„ SECTION A -A PLAN SCALE: N.T.S. CONST. 4" THICK CONCRETE SLAB UNDER ENTIRE SKIMMER PLAN VIEW STORMWATER POND 'E' CONTROL_ STRUCTURE (E -11 NTS - ORIGINAL RECEIVED OCT 15 2000 PLANNING DEPARTMENT CITY OF CLEARWATER three 4040 N. t2entr 'SO4 telephone Expwy I Dallas, 214.559.4080 . 1 214.559.09990 facsimile Greystone Communities SantaFe Healthcare �'ROVp Chi/ F-90 ieerko rrensportst/on Env/ronmsnte/ • p/ennifw 380 Park Place Boulevard, Suite 300 Clearwater, Florida, 33759 www.tbagrouo.com – 800.861.8314 License No. 3843 c Q E L O M ' U CM o; C PROJECT NO.: 07024 DATE: October 15, 2008 SEAL: ryan L. Zarie g =E. FL Reg. No. 52167 OWNER: BVG Aquisition, Inc. PHASE: 100% CONSTRUCTION DOCUMENTS SHEET DESCRIPTION: PAVING, GRADING AND DRAINAGE DETAILS (5) SHEET NUMBER: SC6.07 S300K trench drain system i :'i,- T'{,"!<<:,r jl. •:ja'>: a ?in .- •air`_Y-r. r {ta;:;tk i tr '. �'rr .1V1:Do �!: .4 ...,�jt�,• 1 !;3 : �i''' iii:'• .y. :r`v 9 _ •Iy ^5� ° � `` C "a i�,r;;:� -•- � 4 a i ■ <.;_. S Qted',ADA = „•, ,i.Y {1 Lds ��, �'ti�t :4•, M„ .v.�; „l,- 1'.:i"�e2¢�1"t],sk� ',.lot=.. !t 4 },' ? 1-111 .,It�'.':w.a�{''t• SK3 -01 Neutral channel - 39.37" (1m) 93495 93496 11.89 302 233.0 SK3 -1 Sloped channel - 39.37" (1 m) 93502 93503 11.89-12.13 302 - 308 234.9 SK3 -2 Sloped channel - 39.37" (1 m) 93511 93512 12.13-12.36 308 -314 236.7 SK3 -3 Sloped channel- 39.37' (1 m) 93523 93524 12.36 -12.60 374-320 238.6 SK34 Sloped channel - 39.37"(1 m) 93534 93535 12.60-12.83 320-326 240.4 SK3 -5 Sloped channel - 39.37" (1 m) 93546 93547 12.83 -13.07 326-332 242.3 SK3 -6 Sloped channel - 39.37"(1 m) 93552 93553 13.07 -12.31 332-336 244.1 SK3 -7 Sloped channel - 39.37' (1 m) 93563 93564 13.31 -13.54 338-344 246.0 SK3 -8 Sloped channel - 39.37" (1 m) 93578 93579 13.54 -13.78 344-350 247.8 SK3 -9 Sloped channel - 39.37'(1 m) 93585 93586 13.78-14.02 350-356 249.7 SK3 -10 Sloped channel - 39.37'(1 m) 93597 93598 14.02 -14.25 356-1362 251.5 SK3 -010 Neutral channel - 39.37" (1m) 93601 93602 14.25 362 253.4 SK3 -11 Sloped channel - 39.37"(1m) 93610 93611 14.25 -14.49 362-368 254.6 SK3 -12 Sloped channel - 39.37' (1m) 93629 93630 14.49 -14.72 368-374 255.9 SK3 -13 Sloped channel - 39.37'(1m) 93633 93634 14.72 -14.96 374-380 257.1 SK3 -14 Sloped channel - 39.37" (1 m) 93644 93645 14.96-15.20 380-386 258.3 SK3 -15 Sloped channel - 39.37" (1 m) 93657 93658 15.20 -15.43 386-392 259.6 SK3.16 Sloped channel - 39.37" (1 m) 93668 93669 15.43-15.67 392-,398 260.8 SK3 -17 Sloped channel - 39.37' (1 m) 93670 93671 15.67 -15.91 398-404 262.1 SK3.18 Sloped channel - 39.37' (1 m) , 93681 93682 15.91 -16.14 404-470 263.3 SK3 -19 Sloped channel - 39.37" (1 m) 93693 93694 16.14 -16.38 410-416 264.5 SK3 -20 Sloped channel - 39.37' (1 m) 93706 93707 16.38-16.61 416,422 265.8. SK3 -020 Neutral channel - 39.37" (1m) 93718 93719 16.61 422 267.0 SK3.21 Sloped channel - 39.37' (1 m) 93725 93726 16.61 -16.85 422.428 267.8 SK3,22 Sloped channel - 39.37' (1 m) 93734 93735 16.85-17.09 428: 434 268.5 SK3.43''p36l_channel ?3$r37':(1m)s 9374'1`•43742 - ;1,7;09,:17:324 434 -440 269.3 Sl ; q °Sloped'cl�anrlel 39' 7w(1 M. SK3 .26:5(apedchanne�;,,37 ";1tTt�} 1 93750 ;93751 937¢6'.93767 '1'7;32 ;17 32 ;1.756- •17.$4 440-446 446 -452 270.1 270.8 ')13;43:• SK3 2fi Sloped chan►iel; :3$ 37', „(1 1,' 93779', 6370.6 ( i bb , 452-458 271.6 S�t3 ;2(:Slopedcharjnel393'())n}� 3'7$2J93(3 �1803`�1!)27, 458 7464 272.3 SK3 -28 Sloped channel- 39.37'(1m) SK3 29 Sloped channe(,;39,3T (1 tp)` 2 ❑ 93793 93794 93845' 93806' 18, 27 18 50 X8:50= 8:4 464-470 470 - 476 273.1 273.9 SC30 Sloped chant @(39s3'.()�r1)� 93$14, 9381 ,'(814;:18.9 476.482 274.6 SK3 -030 Neutrai channel - 39.37" (1m) 93820 93821 18.98 482 275.4 S 3 -0303 Neutral channel 19.69 . { 0.5m ) 93837 93 38 18.98 482 158.4 4 , ..•x- 'r s� "f`' � �� '•- .,; - ,; },:. %=� °>+.,v�ITr•2i$'�5••.:. k7„t.'f F` . Sr•:Y} 4 ,•fs !!,. t',� �,,t•:. }'S t`� ~t.StiLU :.F�,,. }' -.:ila a`Kj•._(,:9i: SK3 -900 Catch basin top - 19.69" (0.5m) 93881 93883 152.8 Type 611 Catch basin riser section 91110 91110 48.8 Type 612 Catch basin base - short 01614 01614 63.8 Type 614 Catch basin base - deep 05641 05641 109.6 600 Series plastic trash bucket - short 98653 98653 2.8 600 Series plastic trash bucket - deep 98665 98665 4.8 Type 600 Filter bag (fits both short and deep) 98487 98487 8.0 - ^ «r. r ie ilr: �: 'v i:ji•4 � ay4•+ ,,, Closing /outlet end cap 98132 98132 3.4 QuickLok /PowerLok grate removal tool 01318 01318 0.3 Notes: 1. PowerDrain is sold complete, i.e., channel with grate. Choose appropriate part number from table depending on required grate 2. ADA grate - Add 12.2 Ibs to calculate weight for meter channel and 6.1 Ibs For half meter channel and catch basin top 3. Preformed 6" dia. & 8" round drill -outs cast on underside of every channel (except SK3 -0303) 4. Closing cap can be cut down to suit all channels 5. Filter bag replaces use of trash buckets 6. SK3 -900 top should be used with appropriate base 7. If foul air trap required, please contact ACO 8. Add 1.17" (30mm) for overall depth of channels 9. Overall depth of catch basin varies with base Specifications General The surface drainage system shall be ACO Drain S300K complete with Class E ADA/Class F Slotted* gratings secured with 'PowerLok' locking as manufactured by ACO Polymer Products, Inc. or equal approved. Materials The trench system bodies shall be manufactured from polyester polymer concrete with minimum properties as follows: Compressive strength; 14,000 psi Flexural strength: 4,000 psi Water absorption 0.07% Frost proof Salt proof Dilute acid and alkali resistant The nominal clear opening shall be 12" (300mm) with overall width of 14.17" (360mm). Pre -cast units shall be manufactured with either an invert slope of 0.6% or with neutral invert and have a wall thickness of at least 1.18" (30mm). Each unit will feature a full radius in the trench bottom and a male to female interconnecting end profile. Units shall have horizontal cast in anchoring I g featu res on the outside wall to ensure maximum mechanical bond to the surrounding bedding material and pavement surface. The ductile iron edge rail will be integrally cast in by the manufacturer to ensure maximum homogeneity between polymer concrete body and edge rail. Each edge rail shall be at least 1/4" (6mm) thick. Grates Grates come in ADA ductile iron or Slotted ductile iron.'After removal of grates there shall be uninterrupted access to the trench to aid maintenance. Installation The trench drain system shall be installed in accordance with the manufacturer's installation instructions and recommendations. *delete as appropriate FII F• . I• \ ngn7F\ n ,)n ,)Fnn,? nn\ A(An\ 4,.,-\ n C- -r c-'n Xirn_ u/_ • r 1 1 w� A r.t 4r? t r - - - - - - - - - -- �• • -• � ••y -- ----- y �. I ar VL_v. rrcU, vU/ I )Z-p F- L-U I ILV. IVI U11, IU/ IJ/,)o -j. jo i mT: jur INSTALLATION DRAWING S30OK: Load-,,Class E Concrete Finish "' I - ACO Polymer, Products Inc. ACO drain P.O. Box 245' Chardon, OH 44024 DRWG# 1433Date: 6/22/04 PH: 440' - 285 - 00 5 - WWW.ACOUSA.COM e-mail: sales@acousa.com 1' -2 1/8 SEE NOTE ' EXPANSION JOINT TO ENGINEER'S DETAILS SEE NOTE 3 1 6" MIN SEE NOTE 6 --{ 6" MIN (-- 6" MIN , CONCRETE SEE NOTE 2 J- BEDDING LAYER -/- SOIL NOTES: 1. It is necessary to ensure the minimum dimensions shown are suitable for the' existing ground conditions. .. 2. A minimum concrete strength of 3000 PSI is recommended. The concrete should be vibrated to eliminate . air pockets. r e 3. Expansion and crack control Joints are recommended to protect the channel and the concrete surround. Engineering advice may be- required. 4. The .finished level of the concrete surround must be approx., 1/8" above the top of the channel edge. 5. Refer to ACO'S latest installation instructions for complete details. 6. Concrete base thickness should match slab thickness. i grate as manufactured by , r NEWS. , and supplied with ductile iron grates. The system shall be 12 inches (300mm) nominal inside width with a 14.1 in. -(360mm) overall width and a' built -in slope of 0.69'.. All channels shall be interlocking with a male /female joint. Each channel shall have a 6 in. (171mm) and 8 in. (218mm) - schedule 40 drill -out ; on the bottom. for vertical connection with underground piping. The complete drainage system shall be by ACO Polymer. Products, Inc. Any deviation or partial system design and /or improper installation will --{ 6" MIN (-- 6" MIN , CONCRETE SEE NOTE 2 J- BEDDING LAYER -/- SOIL NOTES: 1. It is necessary to ensure the minimum dimensions shown are suitable for the' existing ground conditions. Engineering advice may be required. 2. A minimum concrete strength of 3000 PSI is recommended. The concrete should be vibrated to eliminate . air pockets. 3. Expansion and crack control Joints are recommended to protect the channel and the concrete surround. Engineering advice may be- required. 4. The .finished level of the concrete surround must be approx., 1/8" above the top of the channel edge. 5. Refer to ACO'S latest installation instructions for complete details. 6. Concrete base thickness should match slab thickness. The surface drainage system shall be polymer concrete S300K channel system with ductile iron rail and grate as manufactured by , ACO Polymer Products, Inc., Chardon, Oh. Channels will be manufactured from polyester resin polymer concrete with an integrally cast in ductile iron rail and supplied with ductile iron grates. The system shall be 12 inches (300mm) nominal inside width with a 14.1 in. -(360mm) overall width and a' built -in slope of 0.69'.. All channels shall be interlocking with a male /female joint. Each channel shall have a 6 in. (171mm) and 8 in. (218mm) - schedule 40 drill -out ; on the bottom. for vertical connection with underground piping. The complete drainage system shall be by ACO Polymer. Products, Inc. Any deviation or partial system design and /or improper installation will void any and all warranties provided by ACO Polymer Products, Inc. The channel sytem shall be lndependantly certified to withstand loadings to load class F (DIN19580). Grates shall be secured using 'Powerlok' . Boltless locking system: Grate and Locking system' shall be fully removable from channel. ORIGINAL RECEIVED Polymer Concrete shall have material properties of: compressive strength range between 14,000- 14,500 psi; ,flexural strength between 3600 -. ] 5 2�6� 4500 psi; tensile strength of 1500 psi. The material water absorption rate shall not exceed 0.19 by weight OCT and shall be resistant to prolonged salt exposure, repetitive. frost cycles and chemically resistant to dilute acids and .alkalis. PLANNING DEPARTMENT CITY OF CLEARWATER The system shall be installed in ' accordance with the manufacturer's instructions and recommendations. three, 4040 N. Central Expwy I Dallas, Texas 1 214.559.4080 1 214.559.0990 sulte200 75204 telephone facsimile Greystone Communities SantaFe HealthCare .I. GROUP C/v// Enplaeerbtir • • Treneportst/on EnWIMI enti/ • P /&W*W 380 Park Place Boulevard, Suite 300 Clearwater, Florida, 33759 www.tbagroup.com - 800.861.8314 License No. 3843 Q; E - E JJL .o cm If✓ -i CD CZ W J � U co C) `n PROJECT NO.: 07024 DATE: October-1 5, 2008 SEAL: 4. f N Bryan L. Za rl FL Reg. No. 52167 1 ,I, OWNER BVG.Aquisition, Inc. PHASE: 100% CONSTRUCTION DOCUMENTS SHEET'DESCRIPTION PAVING, GRADING AND DRAINAGE DETAILS (6) SHEET NUMBER: SC6.08 R T. CLEANOUT PLUG CHARLOTTE Pipe And Foundry Company Part No: 106 Or Equal See NOTE For Traffic Bearing Cover. Concrete Pad 8" Thick x V -6" Sq. TWO —WAY CLEANOUT CHARLOTTE Pipe And Foundry Company Part No. 448 Or Equal FEMALE ADAPTER CHARLOTTE Pipe And Foundry Company Part No. 101 Or Equal NOTE: Cleanout Plug Cover To 'Be U.S. Foundry 7623 Or Equal. STOP LESS CHECK MUELLER H14350 WITH LOCK WING AND . COMPRESSION INLET OR APPROVED EQUAL THREADED CORPORATION STOP MUELLER H15008 OR APPROVED EQUAL ( TAP AT 45' -ANGLE ) SADDLE REQUIRED ON 4" P.V.C. ONLY SADDLE SHALL HAVE DOUBLE STAINLESS STEEL STRAPS WITH EPDXY COATED DUCTILE IRON BODY.-----' WATER, SERVICE TUBING DRISCOPIPE 5100 OR ENDOT /YARDLEY ` BLUE JET, SDR 9, 3408 POLYETHYLENE WATER MAIN CHLORINATION TAP NTS Sewer Lateral CLEANOUT,DETAIL PER CITY OF CLEARWATER INDEX NO. 30401 NTS ADJUSTABLE z VALVE BOX Q 0 z WHEN VALVE OCCURS IN ROADWAY, SET BASE ON 10— COMMON BRICK. o w cV O w o WATER MAIN MECH. JOINT VALVE RESTRAINING JOINT 2" BALL VALVE TYPICAL VALVE SETTING HOSE BIBB �� NTS 3/4" GALVANIZED 2" GALVANIZED —� 2" CORPORATION TAPPING SADDLE — I END CONNECTION TOP CONNECTION TEMPORARY B LOWOFF AND, SAMPLE TAP NTS FILE: J:\ 02026\ 02026002 .00 \AC'An \riwri \n ?n ?Fnn,?_nIZ_Tl1 a,.,,, 1 ACT CAXirn. T.. THE FOLLOWING JOINTS MUST BE RESTRAINED IN ALL APPLICA11ONS: 1. BEND — INLET AND OUTLET 2. TEE — OUTLET BRANCH 3. OFFSETS — INLET, AND OUTLET 4. CAPS 5. PLUGS 6. LAST TWO (2) JOINTS ON- A DEAD END RUN (MIN. • 36') 7. LAST TWO(2) JOINTS ON A HYDRANT RUNOUT (MIN. 36') �. L �- THRUST RESTRAINT (TYP.) I . f .. AA RESTRAINING GASKET (WP.)—/ L,= MINIMUM LENGTH TO BE RESTRAINED ON EACH SIDE OF FITTING (FT.) . NOM. PIPE SIZE ELBOWS (DEG.) VALVE TEES 11.25 22.50 45 90 4 3 5 1 8 12 1 9 6 4 6 1 10 15 11 8 4. 7 13 20 14 10 5 9 15 25 18 12 •6 10 17 29 21 16 6 13 .26 63 70 I IL-U. IVIVI1, 1 vy1J/vo— J:JVIJ al: Jur NOTE: THRUST RESTRAINT ON SLIPJOINT DUCTILE IRON PIPE SHALL BE U.S. PIPE FIELD LOCK GASKETS FOR TYTON . JOINT PIPE OR AMERICAN FAST —GRIP GASKETS FOR AMERICAN FASTITE PIPE. THRUST RESTRAINT ON DUCTILE IRON FITTINGS SHALL BE ' PROVIDED BY THE USE- OF MEGALUG RETAINERS AND MECHANICAL JOINT-FITTINGS. DUCTILE IRON PIPE'. RESTRAINT NTS GRADE - III -) I Ir I i hI 11=1 11 =1 I I —I 11 —T _I I qj jL� I I;, I 11= I I. WATER, MAINS 6' MIN. HORIZONTAL CLEARANCE 3' 3' RECLAIMED, WATER, SAN. SEWER STORM SEWER OR GRAVITY MAIN VACUUM SANITARY OR FORCE MAIN *_ REDUCED TO 3' WHERE BOTTOM OF WATER MAIN IS AT LEAST 6 ABOVE THE TOP OF GRAVITY SANITARY SEWER AND WHERE.. WATER, MAIN OR OTHER PIPE . LINE: IS ENCASED) HORIZONTAL CLEARANCES GRADE - III -1 11 -1 I T— III — III —I 11 1,= �, MCI I ,' WATER MAINS- MIN. 12" MIN. STORM SEWER, GRAVITY OR, VACUUM SANITARY SEWERS PRESSURE SANITARY SEWERS, FORCE MAINS, OR RECLAIMED ' WATER PIPELINES GRADE I —T 7 1 ; T� I I- I'' PRESSURE, GRAVITY OR VACUUM SANITARY SEWERS AND FORCE MAINS, STORM SEWERS, RECLAIMED WATER PIPELINES 12" � MIN. WATER MAINS .VERTICAL CLEARANCES. POTABLE WATER :MAIN, RECLAIMED WATER MAIN & • SANITARY ' SEWER CLEARANCES SA- 1013.DWG 1/9/95 NTS NTS ORIGINAL RECEIVE[ OCT 15 2000 PLANNING DEPARTMENT CITY OF CLEARWATER three 4040 N. Central Expwy Dallas, Texas 214.559.4080 214.559.0990 sulte200 I 75204 I telephone I facsimile Greystone Communities SantaFe HealthCare 0/WF Engdneerhigr Transportallon - Env/ronmenta/ • P/aw*W 380 Park Place - Boulevard, Suite 300 Clearwater, Florida, 33759 www.tbagroup.com - 800.861.8314 License No. 3843 Q E —� c LL C.3 = o, cz - 71- cn PROJECT NO.:, 07024 DATE: October 15, 2008 SEAL: It 4 .�islol4atap4a-.._ Bryan L. Zarl a ",,* P FL Reg. No. 52167 OWNER: BVG Aquisition, Inc. PHASE: 100% CONSTRUCTION DOCUMENTS SHEET DESCRIPTION: UTILITY. DETAILS (1) SHEET NUMBER: SC6.09 T MAX. 15' — MIN. 4' 18" MIN. , 24" MAX. DISTANCE VARIES VALVE B0; z R R NOTES: I 1. STEAMER CONNECTION TO FACE STREET. 2. ALL FIRE HYDRANTS TO HAVE 5 1/4" VALVE SEAT. BACK OF CURB OR PAVEMENT I ' MECH. JOINT VALVE ONLY APPROVED KENNEDY GUARDIAN N0. K -81A MULLER CENTURIAN NO. A -423 U.S. PIPE' METROPOLITAN.. RESTRAINING JOINT (TYP.) TYPICAL FIRE HYDRANT SETTING NTS Mechanical Joint Tee with Compression "0" Ring with branch cast into manhole wall 1 PROVIDED FOR NOTES INFORMATIONAL 1. P.V.C. pipe entry requires manhole adapter coupling PURPOSES ONLY. by Flo Control Inc., or approved water stop coupling. NO MODIFICATIONS WITHOUT WRITTEN APPROVAL CITY OF CLEARWATER SANITARY SEWER CREATED 8/91 DETAIL (INSIDE DROP) INDEX NO. 302 NTS FILE: & \o ?n9F,\n ?n ?inn? nn\ Aron\ r Wn\ niniFnn1% —nCTI I .-I,.,- I A C`T C A % /r-r1. T.. n A /nn /nn N L O RING — HALF PLAN RING — SECTION Minimum Weight 7" 232 lbs. 9" 278 L O r i1 Pick Hole 4 Required I �PRW,��• / PVC Pipe — Suitable D.I. Pipe If Sewer is PVC, a ❑ ❑ O ❑ ❑ ❑ - Size to Non Skid Required ❑ ❑ 0 0 ❑ D.I. to PVC Adapter bSteel Required fit Tee. � shall be used. 1" x / 22 -3/4" � i o . j 0Stra Stai SOLID COVER SECTION - �� . O N-04 0 „ Use 3/8 Red Head Anchor •. to attach to existing wall : o �. :p :: P.. • . 4 • :.: 4 ; : c; ... a Stainless Steel Straps — See Detail STRAP DETAIL SECTION A —A 1 PROVIDED FOR NOTES INFORMATIONAL 1. P.V.C. pipe entry requires manhole adapter coupling PURPOSES ONLY. by Flo Control Inc., or approved water stop coupling. NO MODIFICATIONS WITHOUT WRITTEN APPROVAL CITY OF CLEARWATER SANITARY SEWER CREATED 8/91 DETAIL (INSIDE DROP) INDEX NO. 302 NTS FILE: & \o ?n9F,\n ?n ?inn? nn\ Aron\ r Wn\ niniFnn1% —nCTI I .-I,.,- I A C`T C A % /r-r1. T.. n A /nn /nn N L O RING — HALF PLAN RING — SECTION Minimum Weight 7" 232 lbs. 9" 278 L O r i1 Pick Hole 4 Required I �PRW,��• ❑ ❑❑ US A N I T A RYA ❑ ❑ O ❑ ❑ ❑ S E W E R Non Skid Required ❑ ❑ 0 0 ❑ Pattern Required ❑F L P ❑. SOLID COVER N - 22 -3/4" � i o . Machined Surface SOLID COVER SECTION lbs. Minimum Weight •128 lbs. NOTES 1. Where roadway, base is 8 "- or thicker use 9" ring, all other cases 7" ring is permissible. PROVIDED FOR 2. Manufacturers model •of storm ring, and cover to' INFORMATIONAL be approved by City Engineer. PURPOSES ONLY. NO MODIFICATIONS WITHOUT WRITTEN APPROVAL CITY OF CLEARWATER SANITARY SEWER NDEXENO. 301 MANHOLE COVER NTS, See' Index' No. 301 3, 000 2 Non — Penetrating ° 0 ° 0 ° Pick Holes ° 0 ° 0 0 0 I=' Polyethylene Adjustment Ring 0 ° 0 ° 0 ° 0. 0 0° 0° 0 0 0° ° Oo ° o ° 00 Approved barrel joint seals are 0 0 0 "0— Rings" and "Ram— Necks ". Concentric cone (Flat cover ° 0 0 0 ° on ' shallow one 0 to _ 0 0 o Two continuous rings at all joints. 4' depth) Steel reinforcement 5" min. wall thickness 24" type II acid resistant SOLID COVER 4' Min, ' 4000 p.s.i. JF � 2 " /ft min. -Grout fill opening with non — shrink mortar 25 3/4" � � 25 1/2" 29 1/2" o Poured Concrete Saddle •• .'• 2' `oint in i e entr PP Y RING — SECTION (Typical) Weight 85 lbs. Grout flow channel ... P.V.C. pipe requires manhole SOLID COVER SECTION - NOTES adapter coupling by Flo NOTES, Weight 120 lbs. 1. Precast manhole drop may be - approved by City Control, Inc.; or approved 1.- U.S. Foundry No. 117 Ring And BL Cover, Or Equal. Engineer. Shop drawing submittal required. water'stop coupling.- 2. Drop required when .2' or over 3.• Manholes shall have an exterior, coating of at least PROVIDED ' FOR 15 mils dry thickness PROCO 'EP214 =351 PROVIDED FOR INFORMATIONAL Epoxi- Mastic or Koppers 'bitumastic black solution INFORMATIONAL PURPOSES'ONLY. 300M. Interior shall be AGRU SUREGRIP ®HDPE' or' PURPOSES ONLY. NO � MODIFICATIONS PP —R Liner with a minimum thickness . of 2. mm. NO .MODIFICATIONS • . ' WITHOUT WITHOUT WRITTEN WRITTEN APPROVAL APPROVAL SANITARY SEWER CREATED 4/95 CREATED CITY OF CLEARWATER CREATED 9/91 MANHOLE,-COVER (CAST ,IRON) INDEX NO. 301' PRECAST SANIf .ARY ;MANHOLE INDEX No. 302 NTS DETAIL (OUTSIDE DROP) NTS, ORIGINAL RECEIVED OCT 15 2000 PLANNING DEPARTMENT CRY OF CLEARWATER - - - - -- I e, V-r /LJ VU— IV.VIU rLVI ICV. IVIVII, IV/I )o—J:J /p CJ T: jur th r 4040 N. Central Expwy Dallas, Texas 214.559.4080 214.559.0990 sulte200 I 75204 I telephone I facsimile Greystone Communities SantaFe HealthCare ORO -UP c/to a7sweerhio • TroneportaHon EnviGOMWte/ • P/ar *W 380 Park Place Boulevard, Suite 300 Clearwater, Florida, 33759 www.tbegroup.com — 800.861.8314 License No. 3843 0 m .....: C) .� to L W_.' � co CZ U*1 C/) CD PROJECT NO.: 07024 DATE: October 15, 2008 SEAL: = .141 ,I00�• :. �C,,j ryan L. Za'a,P " FL Reg. No. 521 7 ,1 OWNER BVG Aquisition, inc. PHASE: 100% CONSTRUCTION DOCUMENTS SHEET DESCRIPTION: UTI LITY D ETAI LS (2) SHEET NUMBER: SC6.10 4" L 1' -4" 4" 111 11 TOP WALL STONE CAP. SEE ARCH. STONE VENEER. SEE ARCH. TOP DECK 12" MASONRY 3000 PSI CONCRETE FOOTING W/ (5) #5 LONG & #5 0 12" O.C. TRANSV EL.= ( +) 19' -0" #6 0 40" O.C. CENTERED IN 8" CMU STONE VENEER. SEE ARCH. ---MASONRY TIES 0 16" O.C., EACH WAY 4' CMU BA E EL.= + 11' -0" C> Z TOPJ FOOTING EL.= ( +) 10' -0" C14 I t—j L 1' -0" 2' -0" A 1' -Orr 4' -0" RETAINING WALL th r 00 TOP WALL Greystone Communities 2"DIA. CANDY CANEan, 125 WALL THICKNESS �8' OMAN STONE CAP. SEE ARCH. Environments/ • PINWAV - 6061 -T6 STRJCTURAL<. IL.11 13 Ili �lijll ■I ■II VERB E. J If �I STONE VENEER. SEE (n Vl M N EL.= ( +) 19' -0" #6 0 40" O.C. CENTERED IN 8" CMU STONE VENEER. SEE ARCH. ---MASONRY TIES 0 16" O.C., EACH WAY 4' CMU BA E EL.= + 11' -0" C> Z TOPJ FOOTING EL.= ( +) 10' -0" C14 I t—j L 1' -0" 2' -0" A 1' -Orr 4' -0" RETAINING WALL 12" MASONRY�"II �I 4" CMU BASE 3000 PSI CONCRETE 3000 PSI CONCRETE FOOTING W/ (5) #5 FOOTING W/ (3) #5- LONG & #5 0 12" O.C. LONG & #5 0 12", O.C. TRANSV. TRANSV. CN I 1' -0" 2' -0" 1' -0" 4' -0" RETAINING WALL W/ PLANTER FILE: J: \ 02026\ 02026002.00 \ACAD \dwq \02026002- DET- Suhs.dwn I AST (;A\/Fn- Ti iP nA / ?a /nQ_1 o. n1„ D1 nTTI -n. KA-- in /, Z inQ Z. -z-7- it rm 1. vul 11" 8" 11" 1 2' -6" f TOP WALL EL.= ( +) 14' -0" #5 0 40" O.C. CENTERED IN 8" CMU STONE VENEER. SEE ARCH. EL.= + 11' -0" Ilk TOP FOOTING EL.= ( +) 10' -0" - AVAILABLE THROUGH: SESCO LIGHTING JESSICA STANLEY 737 SHOTGUN ROAD FORT LAUDERDALE, FL TEL: 954 -474 -9888 WWW.SESCOLIGHTING.COM ih�,j'.� 19' i EMEN -e" 16' 14' Optlonal Chain Loops STREET SIDE 4i" 12 DIA. B04T' CENTER LINE -ACCESSDOOR See installation template for exact door position, th r 00 TOP WALL Greystone Communities 2"DIA. CANDY CANEan, 125 WALL THICKNESS �8' EL.= ( +) 18' -6" STONE CAP. SEE ARCH. Environments/ • PINWAV - 6061 -T6 STRJCTURAL<. -Clearwater, Florida, 33759 www.tbegroup.com — 800.881.8314 License No. 3843 GRADC A_UMINUM- E. J 0 40" O.C. STONE VENEER. SEE (n Vl M N CENTERED IN 8" CMU ARCH. w f-- i C - LJ Ca z BALLAST COMPARTMENT � w ` STONE VENEER. SEE ` LO ARCH. OL TOP DECK E r N a, ..-----MASONRY TIES 0 16" O.C. EACH WAY EL.= ( +) 15' -6" OWNER: SAG GLASS LENS WITI- PHASE: 100% CONSTRUCTION DOCUMENTS SHEET DESCRIPTION: HOOF 01?]ICS IYI'L S STONE CAP. SEE ARCH.' SHEET NUMBER: SC6.11 AND EASY OPEN HINGED 12" MASONRY�"II �I 4" CMU BASE 3000 PSI CONCRETE 3000 PSI CONCRETE FOOTING W/ (5) #5 FOOTING W/ (3) #5- LONG & #5 0 12" O.C. LONG & #5 0 12", O.C. TRANSV. TRANSV. CN I 1' -0" 2' -0" 1' -0" 4' -0" RETAINING WALL W/ PLANTER FILE: J: \ 02026\ 02026002.00 \ACAD \dwq \02026002- DET- Suhs.dwn I AST (;A\/Fn- Ti iP nA / ?a /nQ_1 o. n1„ D1 nTTI -n. KA-- in /, Z inQ Z. -z-7- it rm 1. vul 11" 8" 11" 1 2' -6" f TOP WALL EL.= ( +) 14' -0" #5 0 40" O.C. CENTERED IN 8" CMU STONE VENEER. SEE ARCH. EL.= + 11' -0" Ilk TOP FOOTING EL.= ( +) 10' -0" - AVAILABLE THROUGH: SESCO LIGHTING JESSICA STANLEY 737 SHOTGUN ROAD FORT LAUDERDALE, FL TEL: 954 -474 -9888 WWW.SESCOLIGHTING.COM ih�,j'.� 19' i EMEN -e" 16' 14' Optlonal Chain Loops STREET SIDE 4i" 12 DIA. B04T' CENTER LINE -ACCESSDOOR See installation template for exact door position, 5" DIA. FLUTED POLE .188 WALL THICKNESS 6061 —T6 S- RUCTURAL GRADE ALUMINUM 'OLE WELDED =0R SINGLE JNIT CONSTRUCTION ACCESS DOOR SECURED WITH STAINLESS STEEL ' ALLEN HEAD SCREWS j 18 "DIA. HEXAGONAL BASE 875 =LOOR THICKNESS SOUR ANCHOR -1 IC•(NFSS AND ONE GRCUND LJG STERNBERG LIGHTING FIXTURE: 3401 GEORGETOWN BOLLARD CATALOG NUMBER: X AVAILABLE THROUGH: SESCO LIGHTING JESSICA STANLEY 737 SHOTGUN ROAD FORT_ LAUDERDALE, FL TEL: 954- 474 -9888 WWW.SESCOLIGHTIN G. COM ORIGINAL RECEIVED OCT 15 2000 PLANNING DEPARTMENT CITY OF CLEARWATER NOTE: DETAILS SHOWN ON THIS SHEET ARE FOR REFERENCE ILLUSTRATION ONLY. FOR DESIGN, REFER TO ' LANDSCAPE PLANS AND ''STRUCTURAL PLANS. AqW th r 00 ._ Greystone Communities 2"DIA. CANDY CANEan, 125 WALL THICKNESS �8' GRO-Up C" E404160479 Trnnsporbtlon Environments/ • PINWAV - 6061 -T6 STRJCTURAL<. -Clearwater, Florida, 33759 www.tbegroup.com — 800.881.8314 License No. 3843 GRADC A_UMINUM- E. J . , E LLB (n Vl M N HANG S-ZAIGIIT COUPLING w f-- i C - LJ Ca z BALLAST COMPARTMENT � w rn .250 WALL TH CKNESS j LO '~— LO" DIA. RLM DATE: - October 15, 2008 E r N a, W ` �.:+ CV Bryan L. Za rt FL Reg. No. 52167' /•,1'7 ;> OWNER: SAG GLASS LENS WITI- PHASE: 100% CONSTRUCTION DOCUMENTS SHEET DESCRIPTION: HOOF 01?]ICS IYI'L S DETAILS (1) SHEET NUMBER: SC6.11 AND EASY OPEN HINGED DOOR =OR RE- LAMING - SrS 0 a- °� 1 SOCKET TYPE MR) WATTAGE " 175 IGHT SOURCE. MH VOLTAGE 120 F JSE_ =1NISH BLACK 5" DIA. FLUTED POLE .188 WALL THICKNESS 6061 —T6 S- RUCTURAL GRADE ALUMINUM 'OLE WELDED =0R SINGLE JNIT CONSTRUCTION ACCESS DOOR SECURED WITH STAINLESS STEEL ' ALLEN HEAD SCREWS j 18 "DIA. HEXAGONAL BASE 875 =LOOR THICKNESS SOUR ANCHOR -1 IC•(NFSS AND ONE GRCUND LJG STERNBERG LIGHTING FIXTURE: 3401 GEORGETOWN BOLLARD CATALOG NUMBER: X AVAILABLE THROUGH: SESCO LIGHTING JESSICA STANLEY 737 SHOTGUN ROAD FORT_ LAUDERDALE, FL TEL: 954- 474 -9888 WWW.SESCOLIGHTIN G. COM ORIGINAL RECEIVED OCT 15 2000 PLANNING DEPARTMENT CITY OF CLEARWATER NOTE: DETAILS SHOWN ON THIS SHEET ARE FOR REFERENCE ILLUSTRATION ONLY. FOR DESIGN, REFER TO ' LANDSCAPE PLANS AND ''STRUCTURAL PLANS. AqW th r 4040 N. Central Expwy I Dallas, Texas 1 214.559.4080 1 214.559.0990 suite 200 75204 telephone facsimile Greystone Communities SantaFe HealthCare GRO-Up C" E404160479 Trnnsporbtlon Environments/ • PINWAV 380 Park Place Boulevard, Suite 300 -Clearwater, Florida, 33759 www.tbegroup.com — 800.881.8314 License No. 3843 E. J . , E LLB W ' C-? f-- i C - LJ Ca C/) PROJECT NO.:, 07024 DATE: - October 15, 2008 SEAL: r� W ` �.:+ CV Bryan L. Za rt FL Reg. No. 52167' /•,1'7 ;> OWNER: BVG Aquisition, Inc. PHASE: 100% CONSTRUCTION DOCUMENTS SHEET DESCRIPTION: REFERENCE DETAILS (1) SHEET NUMBER: SC6.11 STORMWATER POLLUTION PREVENTION PLAN PROJECT NAME: BELLA TERRA ON THE BAY PROJECT ADDRESS: OWNER'S ADDRESS: PINELLAS COUNTY, FL. BVG ACQUISITION, INC. BELLA TERRA ON THE BAY 4300 NW 89 BLVD. 2855 GULF TO BAY BLVD. GAINESVILLE, FL 32606 -0749 CLEARWATER, PINELLAS COUNTY, FL 33759 DESCRIPTION OF PURPOSE AND TYPES OF SOIL DISTURBING ACTIVITIES: PROJECT AREA APPROXIMATELY = 16.50 ACRES CONSISTS OF. CCRC BUILDING, COTTAGES, POOL, ASSOCIATED PARKING, ACCESS ROADS, STORMWATER PONDS SOIL DISTURBING ACTIVITIES WILL INCLUDE: CLEARING & GRUBBING SITE FOR PROPOSED CCRC BUILDING AND COTTAGES WETLAND ACTIVITIES INCLUDE: MINOR PERMANENT WETLAND BUFFER IMPACTS ONLY FOR EROSION CONTROL, COMPENSATION FOR MINOR WETLAND BUFFER IMPACTS NOT REQUIRED. CONSTRUCTION ACTIVITIES WILL INCLUDE: CLEARING AND GRUBBING; TREE DEMOLITION; REMOVAL OF EXISTING UTILITIES; DEMOLITION OF EXISTING COTTAGES. CONSTRUCTION OF. CRCC BUILDING; COTTAGES; POOL, ASSOCIATED PARKING; ACCESS ROADS; UTILITY WORK INCLUDING STORMWATER, STORMWATER PONDS AND UNDERDRAIN SYSTEMS, SANITARY, - WATER SYSTEMS. RUNOFF COEFFICIENTS: STORMWATER POND A (BASIN A): 7.26 ACRES CN (PRE) = 90.25 ; CN (POST) = 93.11 POND 'A' PROVIDES 1/2 -INCH WATER QUALITY TREATMENT AND ATTENUATES FOR 25YR /24HR STORM EVENT. STORMWATER POND B (BASIN B): 1.33 ACRES CN (POST) = 89.44 STORMWATER POND C -1 (BASIN C): 1.84 ACRES CN (POST) - 97.13 STORMWATER POND C -2 (BASIN C): 3.06 ACRES CN (POST) = 96.67 STORMWATER POND D (BASIN D): 0.83 ACRES CN (POST) = 92.63 STORMWATER POND E (BASIN E): 2.16 ACRES CN (POST) = 90.34 PONDS B, C -1, C -2, D, AND E PROVIDES 3/4 -INCH WATER QUALITY TREATMENT AND DISCHARGES DIRECTLY TO TAMPA BAY (NO ATTENUATION REQUIRED). SEQUENCE OF MAJOR ACTIVITIES 1. INSTALL STAKED SILT FENCE AND TURBIDITY BARRIERS AS SHOWN ON ON THE EROSION CONTROL & DEMOLITION PLANS. 2. INSTALL STABILIZED CONSTRUCTION ENTRANCE. 3. EXCAVATE STORMWATER POND AREAS. 4. COMPLETE SITE PREPARATION PLAN, GRADING, AND DRAINAGE PLAN, AND UTILITY ONSITE OFFSITE PLANS, AND WETLAND MITIGATION. 5. INSTALL NEW UTILITIES, STORM SYSTEMS. PARKING LOT, AND BUILDINGS. 6. FILL AND GRADE DISTURBED AREAS. 7. REPAIR ANY WASHED OUT AREAS, INSTALL PLANTING MATERIAL AS SHOWN ON LANDSCAPE PLAN. SOD, SEED, AND MULCH DISTURBED AREAS AS INDICATED ON PLANS. B. WHEN CONSTRUCTION ACTIVITY IS COMPLETE AND THE SITE STABILIZED, REMOVE EROSION PROTECTION DEVICES AND CONSTRUCTION ENTRANCE AS REQUIRED. NAME OF RECEIVING WATERS: THE PROPOSED IMPROVEMENTS WILL DISCHARGE INTO TAMPA BAY. CONTROLS EROSION AND SEDIMENT CONTROLS STABILIZATION PRACTICES: WIND EROSION STABILIZATION -THE CONTRACTOR SHALL DENUDE ONLY AREAS WHERE IT IS EXPECTED TO BE GRADED OR ALTERED WITHIN A TWO (2 ) WEEK TIME - FRAME. FINAL GRADES SHALL BE PERFORMED AND TEMPORARY OR PERMANENT SOIL STABILIZATION SHALL BE APPLIED. AREAS WHERE CONSTRUCTION OPERATIONS WILL BE CONTINUOUS, FUGITIVE DUST SHALL BE MANAGED BY APPLYING A WATER SPRAY TO SATURATE THE SURFACE SOILS CONTINUOUSLY AND ADDITIONAL MEASURES MAY NEED TO BE TAKEN CONTROL OFF -SITE TRANSPORT OF UNACCEPTABLE LEVELS OF DUST. TEMPORARY STABILIZATION -TOP OF SOIL STOCK PILES AND DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY TEMPORARILY CEASES FOR AT LEAST 21 DAYS WILL BE STABILIZED WITH TEMPORARY GRASS AND MULCH NO LATER THAN 14 DAYS FROM THE LAST CONSTRUCTION ACTIVITY. GRASS SEED SHALL BE A MIXTURE OF 20 PARTS OF BERMUDA SEED AND 80 PARTS OF PENSACOLA BAHIA. THE SEPARATE TYPES OF SEED USED SHALL BE THOROUGHLY DRY MIXED IMMEDIATELY BEFORE SOWING. SEED WHICH HAS BECOME WET SHALL NOT BE USED. THE MULCH MATERIAL USED SHALL NORMALLY BE DRY MULCH. DRY MULCH SHALL BE STRAW OR HAY, CONSISTING OF OAT, RYE OR WHEAT STRAW, OR OF PANGOLA, PEANUT, COASTAL BERMUDA OR BAHIA GRASS HAY. ONLY UNDETERIORATED MULCH.' WHICH CAN BE READILY CUT INTO THE SOIL. SHALL BE USED. -AREAS OF THE SITE, WHICH ARE TO BE PAVED, WILL BE TEMPORARILY STABILIZED BY APPLYING STABIUZATION AND BASE. TREE BARRICADES WHERE REQUIRED. PERMANENT STABILIZATION ` - DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES PERMANENTLY CEASES SHALL BE STABILIZED WITH SOD NO LATER THAN 14 DAYS AFTER THE LAST CONSTRUCTION ACTIVITY. STRUCTURAL PRACTICES STAKED SILT FENCES - THE STAKED SILT FENCES WALL BE CONSTRUCTED ALONG THE CONSTRUCTION LIMITS AS DEPICTED ON THE EROSION CONTROL & DEMOLITION PLANS, AND ON THE CONSTRUCTION PLANS. THESE DEVICES WILL STOP AND DIVERT RUNOFF TO THE DITCHES AND LAKE. TURBIDITY BARRIERS -THE TURBIDITY BARRIERS WILL BE CONSTRUCTED AS DEPICTED ON THE EROSION CONTROL & DEMOLITION PLANS. INSTALLATION OF TURBIDITY BARRIERS AT OFFSITE STORMWATER DISCHARGE LOCATIONS., SEDIMENT BASINS - N/A SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT KEY PROVISIONS (IN ACCORDANCE NTH SUBSECTION 2.8.4 OF THE BASIS OF REVIEW FOR ENVIRONMENTAL- ' RESOURCE PERMIT (ERP) APPLICATIONS) THE PERMITTEE SHALL AMEND THE CONSTRUCTION SURFACE WATER MANAGEMENT PLAN WHENEVER THE PROJECT IS ALTERED OR MODIFIED IN A MANNER THAT WILL RESULT IN: (1) THE POTENTIAL DISCHARGE OF POLLUTANTS (2) A CHANGE IN THE AMOUNT OF DISCHARGE (3) A CHANGE IN THE NUMBER OF LOCATION OF STORM WATER DISCHARGE POINTS. OR (4) ADVERSE IMPACTS TO WETLANDS, AND SUCH CHANGE(S) HAVE NOT OTHERWISE BEEN PREVIOUSLY ADDRESSED IN THE APPROVED PLAN. THE PERMITTEE SHALL ALSO AMEND THE PLAN IF ITS IMPLEMENTATION DOES NOT ELIMINATE OR MINIMIZE EROSION AND SEDIMENT DEPOSITION, OFF -SITE FLOODING. ADVERSE IMPACTS TO WETLAND, OR VIOLATIONS OF STATE WATER QUTALITY STANDARDS. AMENDMENTS TO THE PLAN SHALL BE PREPARED AND KEPT AS SEPARATE DOCUMENTS ALONG WITH THE ORIGINAL PLAN. ALL ALTERATIONS TO THE SYSTEM MUST BE SHOWN ON THE AMENDED PLAN ALONG WITH THE DOCUMENTATION OR REQUIRED APPROVAL(S). OTHER CONTROLS WASTE DISPOSAL WASTE MATERIALS - ALL WASTE MATERIAL WILL BE COLLECTED AND STORED IN DUMPSTERS PER LOCAL SOLID WASTE REGULATIONS. ALL TRASH AND CONSTRUCTION DEBRIS FROM THE SITE WILL BE DEPOSITED IN THE DUMPSTER. THE DUMPSTER WILL BE EMPTIED A MINIUM OF TWICE A WEEK OR MORE OFTEN IF NECESSARY, AND THE TRASH WILL BE HAULED TO THE APPROPRIATE COUNTY LOCATION FOR DUMPING. NO CONSTRUCTION MATERIALS WILL BE BURIED ON -SITE. ALL PERSONNEL WILL BE INSTRUCTED REGARDING THE CORRECT PROCEDURE FOR WASTE DISPOSAL: NOTICES STATING THESE PRACTICES WILL BE POSTED IN THE ON- SITE OFFICE TRAILER AND ,THE CONSTRUCTION MANAGER RESPONSIBLE FOR THE DAY -TO -DAY SITE OPERATIONS, WILL BE RESPONSIBLE FOR SEEING THAT THESE PROCEDURES ARE FOLLOWED. HAZARDOUS WASTE - ALL HAZARDOUS WASTE MATERIALS, IF ENCOUNTERED, WILL BE DISPOSED OF IN THE MANNER SPECIFIED BY LOCAL OR STATE REGULATIONS. THE CONTRACTOR WILL BE RESPONSIBLE FOR SEEING THAT THESE PRACTICES ARE FOLLOWED.. - SANITARY WASTE - ALL SANITARY WASTE WILL BE COLLECTED FROM PORTABLE UNITS A MINIMUM OF THREE 11MES PER WEEK BY A LICENSED SANITARY WASTE MANAGEMENT CONTRACTOR, AS REQUIRED BY LOCAL REGULATION. OFFSITE VEHICLE TRACKING STABILIZED CONSTRUCTION ENTRANCES SHALL BE PROVIDED TO HELP REDUCE VEHICLE TRACKING OF SEDIMENTS. THE PAVED STREETS WILL BE CLEANED AS NEEDED TO REMOVE ANY EXCESS MUD, DIRT OR ROCK TRACKED FROM THE SITE. DUMP TRUCKS HAULING MATERIAL FROM OR TO THE SITE WILL BE COVERED WITH A ' TARPUALIN AT ALL TIMES. ' TIMING OF CONTROL MEASURES AS INDICATED IN THE SEQUENCE OF MAJOR ACTIVITIES, STAKED SILT BARRIERS,- TURBIDITY BARRIERS, STABILIZED CONSTRUCTION ENTRANCES AND COMPENSATION AREAS WILL BE CONSTRUCTED PRIOR TO GRUBBING OR GRADING OF ANY OTHER PORTIONS OF THE SITE. AREAS WHERE CONSTRUCTION ACTIVITY TEMPORARILY CEASES FOR MORE THAN 21 DAYS WILL BE STABILIZED WITH A TEMPORARY GRASS AND MULCH WITHIN 14 DAYS OF THE LAST DISTURBANCE. ONCE CONSTRUCTED ACTIVITY CEASES PERMANENTLY IN THAT AREA, THAT AREA WILL BE STABILIZED WITH PERMANENT SOD. AFTER THE ENTIRE SITE IS STABILIZED, THE ACCUMLATED SEDIMENT WILL BE REMOVED FROM THE TRAPS AND THE STAKED SILT BARRIERS WILL BE REMOVED. . MAINTENANCE INSPECTION PROCEDURES EROSION AND SEDIMENT CONTROL INSPECTION AND MAINTENANCE PRACTICES: THESE ARE THE INSPECTION AND MAINTENANCE PRACTICES THAT SHALL BE USED TO MAINTAIN EROSION AND SEDIMENT CONTROL LESS THAN ONE HALF OF THE SITE WILL BE DENUDED AT ONE TIME PRIOR TO ESTABLISHING EROSION CONTROL MANAGEMENT ALL CONTROL MEASURES WILL BE INSPECTED AT LEAST ONCE EACH WEEK AND FOLLOWING ANY STORM EVENT OF 0.5 INCHES OR GREATER -BY A -CONTRACTOR'S REPRESENTATIVE. ALL MEASURES WILL BE MAINTAINED IN GOOD WORKING ORDER; IF A REPAIR IS NECESSARY, IT WILL BE INITIATED WITHIN -24 HOURS OF REPORT. BUILT UP SEDIMENT WILL BE REMOVED FROM SILT FENCE WHEN IT HAS REACHED ONE —THIRD THE HEIGHT OF THE FENCE. SILT FENCE WILL BE INSPECTED REGULARLY FOR DEPTH OF SEDIMENT, TEARS, TO SEE IF THE FABRIC IS SECURELY ATTACHED TO THE FENCE POSTS, AND TO SEE THAT THE FENCE POSTS ARE FIRMLY IN THE GROUND. THE-SEDIMENT BASINS WILL BE INSPECTED FOR DEPTH OF SEDIMENT, AND BUILT UP SEDIMENT WILL BE REMOVED WHEN IT REACHES 10 PERCENT OF THE DESIGN CAPACITY OR AT THE END OF THE JOB. TURBIDITY BARRIERS TO BE INSPECTED REGULARLY AND MAINTAINED PROPERLY. TEMPORARY AND PERMANENT GRASSING, MULCHING AND SODDING WILL BE INSPECTED FOR BARE SPOTS, WASHOUTS, AND HEALTHY GROWTH. FLOATING TURBIDITY BARRIERS WILL BE INSPECTED REGULARLY AND ADJUSTED OR REPLACED IF NECESSARY TO MAINTAIN PROPER SEDIMENT CONTROL. A MAINTENANCE INSPECTION REPORT SHALL BE MADE AFTER EACH INSPECTION BY THE CONTRACTOR AND SHALL BE KEPT IN AN ACTIVE LOG READILY AVAILABLE AT THE JOB SITE CONSTRUCTION TRAILER. THE- SITE SUPERINTENDENT WILL SELECT INDIVIDUALS WHO WILL BE RESPONSIBLE FOR MAINTENANCE AND REPAIR ACTIVITIES. FILLING OUT THE INSPECTION AND MAINTENANCE REPORT WILL BE BY THE' CONTRACTOR. PERSONNEL SELECTED FOR AND MAINTENANCE RESPONSIBILITIES WILL RECEIVE TRAINING FROM THE SITE -SUPERINTENDENT. THEY WILL BE TRAINED IN ALL MAINTENANCE PRACTICES NECESSARY FOR KEEPING THE EROSION AND SEDIMENT CONTROLS USED ON —SITE IN GOOD ' WORKING ORDER. STORM WATER MANAGEMENT THE STORMWATER PONDS HAVE BEEN DESIGNED BY A PROFESSIONAL ENGINEER TO PROVIDE ADEQUATE QUALITY TREATMENT AND ATTENUATION (WHEN REQUIRED). THE STORM SYSTEM CONSISTS OF ONSITE STORMWATER PIPES THAT DRAINS INTO SIX (6) DRY DETENTION PONDS. THE STORMWATER OVERFLOW AT POND 'A' WILL DRAIN INTO AN EXISTING DITCH SYSTEM AT THE EAST SIDE OF THE SITE, WHICH FLOWS INTO TAMPA BAY. STORMWATER OVERFLOW AT PONDS B, C -1, C -2. D, AND E WILL DRAIN DIRECTLY TO TAMPA BAY. THE STORMWATER PONDS WILL PROVIDE WATER QUALITY TREATMENT WITH EFFLUENT FILTRATION. WETLAND MITIGATION WETLAND JURISDICTIONAL BOUNDARIES WERE ESTABUSHED- ON -SITE BY SCHEDA ECOLOGICAL ASSOCIATES, INC., AND APPROVED BY WILLIAM COPELAND OF SWFWMD. THE PETITION FOR FORMAL DETERMINATION OF WETLANDS AND OTHER SURFACE WATERS NOTICE OF FINAL AGENCY ACTION APPROVAL WAS GRANTED BY SWFWMD ON NOVEMBER 2, 2007. REFER TO FURTHER WETLAND IMPACT AND MITIGATION DESCRIPTION ON ERP APPLICATIONS AND ENGINEERING REPORT. NON -STORM WATER DISCHARGES IT IS EXPECTED THAT THE FOLLOWING NON -STORM WATER DISCHARGES WILL OCCUR FROM THE SITE DURING THE CONSTRUCTION PERIOD: THERE ARE NO NON- STORMWATER DISCHARGES. FILE: J:\02026\02026002.00\ACAD\dwg\02026002—SWPPP.dwo LAST SAVED: Thu. 08/14MR —R• 44n PI nTTFh- hAnn inn PILL PREVENTIO MATERIAL MANAGEMENT PRACTICES THE FOLLOWING ARE THE MATERIAL MANAGEMENT PRACTICES THAT WILL BE USED TO REDUCE THE RISK OF SPILLS OR OTHER ACCIDENTAL EXPOSURE OF MATERIALS AND SUBSTANCES TO STORM WATER RUNOFF. GOOD HOUSEKEEPING: THE FOLLOWING GOOD HOUSEKEEPING PRACTICES SHALL BE FOLLOWED ON -SITE DURING THE CONSTRUCTION PROJECT. AN EFFORT SHALL BE MADE TO STORE ONLY ENOUGH PRODUCT REQUIRED TO DO THE JOB. ALL MATERIALS STORED ON -SITE SHALL BE STORED IN A NEAT, ORDERLY MANNER IN THEIR APPROPRIATE CONTAINERS AND, _ IF POSSIBLE, UNDER A ROOF OR OTHER CONTAINED ENCLOSURE. PRODUCTS SHALL BE KEPT IN THEIR ORIGINAL MANUFACTURER'S LABELED CONTAINERS. SUBSTANCES SHALL NOT BE MIXED WITH ONE ANOTHER UNLESS RECOMMENDED BY THE MANUFACTURER. WHENEVER POSSIBLE, ALL OF A PRODUCT SHALL BE USED UP BEFORE- DI SPOSING - OF THE CONTAINER. MANUFACTURERS RECOMMENDATIONS FOR PROPER USE AND DISPOSAL SHALL BE FOLLOWED. THE SITE SUPERINTENDENT SHALL INSPECT DAILY TO ENSURE PROPER USE AND DISPOSAL OF MATERIALS ON -SITE. THE FOLLOWING PRODUCT SPECIFIC PRACTICES WILL BE FOLLOWED ON -SITE: HAZARDOUS PRODUCTS: THESE PRACTICES ARE USED TO REDUCE THE RISKS ASSOCIATED WITH HAZARDOUS MATERIALS. PRODUCTS SHALL BE KEPT IN ORIGINAL CONTAINERS UNLESS THEY ARE NOT RESEALABLE. ORIGINAL LABELS AND MATERIAL SAFETY DATA SHALL BE RETAINED; THEY CONTAIN IMPORTANT PRODUCT INFORMATION. IF SURPLUS PRODUCT MUST BE DISPOSED OF, MANUFACTURERS OR LOCAL AND STATE RECOMMENDED METHODS OF PROPER DISPOSAL SHALL BE FOLLOWED. PETROLEUM PRODUCTS: ALL ON -SITE VEHICLES WILL BE MONITORED FOR LEAKS AND RECEIVE REGULAR PREVENTIVE MAINTENANCE TO REDUCE THE CHANCE OF LEAKAGE. PETROLEUM PRODUCTS WILL BE STORED IN TIGHTLY SEALED CONTAINERS, WHICH ARE CLEARLY LABELED. ANY ASPHALT SUBSTANCES USED ON -SITE WILL BE APPLIED ACCORDING TO THE MANUFACTURER'S' RECOMMENDATIONS. FERTILIZERS: FER11UZERS USED WILL BE APPLIED ONLY IN THE MINIMUM AMOUNTS RECOMMENDED BY THE MANUFACTURER. ONCE APPLIED, FERTILIZER WILL BE WORKED INTO THE SOIL TO LIMIT EXPOSURE TO STORM WATER. STORAGE WILL BE IN A SEALABLE PLASTIC BIN TO AVOID' SPILLS. CONCRETE TRUCKS: CONTRACTOR SHALL DESIGNATE AN AREA FOR DISCHARGE OF SURPLUS CONCRETE OR DRUM WASH WATER AND SHALL INSTALL A CONTAINMENT BERM AROUND THIS AREA TO PREVENT RUNOFF TO THE REMAINDER OF THE SITE. HARD DEBRIS SHALL BE DISPOSED OF BY CONTRACTOR UPON COMPLETION OF THE PROJECT. INVENTORY-FOR POLLUTION PREVENTION PLAN THE MATERIALS OR SUBSTANCES LISTED BELOW ARE EXPECTED. BUT NOT LIMITED, TO BE PRESENT ON -SITE DURING CONSTRUCTION: CONCRETE FERTILIZERS DETERGENTS PETROLEUM BASED PRODUCTS AND TAR FUELS SAND CLEANING SOLVENTS STONE WOOD NOTICE OF ' INTENT (NOI) - KEY PROVISIONS 1. IMPLEMENTATION OF THIS. STORMWATER POLLUTION PREVENTION PLAN ( SWPPP). 2. CONDUCTING AND DOCUMENTING ROUTINE INSPECTIONS AS REQUIRED. 3. RETENTION OF RECORDS REQUIRED BY THE PERMIT, INCLUDING RETENTION OF A COPY OF THE, SWPPP AT THE CONSTRUCTION SITE, FROM THE DATE OF PROJECT INITIATION TO THE DATE OF FINAL SITE STABILIZATION. 4. IF THE PROJECT WILL CONTINUE DISCHARGING STORMWATER ASSOCIATED WITH CONSTRUCTION ACTIVITY BEYOND EXPIRATION OF THE CURRENT COVERAGE, REQUEST FOR CONTINUED COVERAGE SHALL BE MADE BY FILLING A COMPLETED N01 AT LEAST 2 DAYS BEFORE EXPIRATION OF THE CURRENT COVERAGE PERIOD. NOTICE OF TERMINATION (NOT) A NOTICE OF TERMINA71ON ' (NOT) WILL BE SUBMITTED TO THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION (FDEP) AFTER THE ' CONSTRUCTION HAS BEEN COMPLETED AND THE SITE HAS ' UNDERGONE FINAL STABILIZATION BY THE CONTRACTOR. POLLUTIOW PREVENTION PLAN CERTIFICATION I CERTIFY- UNDER PENALTY OF LAW THAT THIS DOCUMENT AND ALL ATTACHMENTS HAVE BEEN READ BY.ME`OR MY DESIGNATED REPRESENTATIVE AND UNDERSTAND THAT THIS SYSTEM HAS BEEN PREPARED TO ASSURE THAT QUALIFIED PERSONNEL PROPERLY GATHER AND EVALUATE THE INFORMATION SUBMITTED: BASED ON MY INQUIRY OF THE PERSONS WHO MANAGE THE SYSTEM, OR THOSE PERSONS DIRECTLY RESPONSIBLE FOR' GATHERING THE INFORMATION SUBMITTED IS, TO THE BEST OF MY KNOWLEDGE AND BELIEF, TRUE, ACCURATE AND COMPLETE: I AM AWARE THAT THERE• ARE- SIGNIFICANT PENALTIES FOR SUBMITTING FALSE INFORMATION, INCLUDING THE-POSSIBILITY OF FINE AND IMPRISONMENT FOR KNOWING VIOLATIONS. OWNER: BVG ACQUISITION, INC. SIGNED: NAME AND TITLE: ADDRESS: 4300 NW 89 BLVD, GAINESVILLE, FL 32606 -0749 PH.: 352.337.8666 FAX: 352.337.8610 . DATE: NTRACTOR'S AND ENGINEER'S CERTIFICAT I CERTIFY UNDER PENALTY OF LAW THAT I UNDERSTAND THE TERMS AND CONDITIONS -OF THE GENERAL NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT THAT AUTHORIZES THE STORM WATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY FROM THE CONSTRUCTION SITE IDENTIFIED AS PART OF THIS CERTIFICATION. - I UNDERSTAND, AND SHALL COMPLY WITH THE TERMS AND CONDITIONS OF THE STATE OF FLORIDA "GENERIC PERMIT FOR STORMWATER DISCHARGE FROM LARGE AND SMALL CONSTRUCTION ACTIVITIES ". (CGP), AND THIS STORMWATER POLLUTION PREVENTION PLAN PREPARED ' FOR BELLA TERRA ON THE" BAY, IN, CLEARWATER', PINELLAS COUNTY, FL., SIGNATURE: FOR: RESPONSIBLE FOR: NAME: COMPANY: GENERAL CONTRACTOR TITLE: ADDRESS: DATE: PHONE: NAME: COMPANY: TEMPORARY AND PERMANENT STABILIZATION STABILIZED CONSTRUCTION TITLE: ADDRESS: DATE: PHONE: NAME: COMPANY: TITLE: ADDRESS: DATE: PHONE: CERTIFIED ENGINEER NAME: BRYAN L. ZARLENGA, PE TITLE: PROJECT MANAGER COMPANY: TBE GROUP, INC. 380 PARK PLACE BLVD., SUITE 300 CLEARWATER FL 3375'9, PHONE: 727 - 531 -3505 NOTICE OF INTENT BELLA TERRA ON THE BAY THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION IS CURRENTLY PROCESSING THE "NOTICE OF INTENT TO USE GENERIC PERMIT FOR. STORMWATER DISCHARGE FROM LARGE AND SMALL CONSTRUCTION ACTIVITIES" (NOI). ORIGINAL RECEIVED OCT 15 2000 PLANNING DEPARTMENT CITY OF CLEARWATER th r 4040 N. Central Expwy I Dallas, Texas 1 214.559.4080 1 214.559.0990 sulte200 75204 telephone faalmlle Greystone Communities SantaFe HealthCare GROUP C/vi/ Ensomfirko iransportat/on Enwrofinwta/ • P /"Wkw 380 Park Place Boulevard,' Suite 300 Clearwater, Florida, 33759 www.tbagroup.com — 800.861.8314 License No. 3843 L'LJ iCS Cz a�. V PROJECT NO.: 07024 DATE: October 15, 2008 SEAL: Bryan, L. Zvi Via, P;� FL Reg. o. 52 7 • .,1yY'- OWNER: BVG'Aquisition, Inc. PHASE: 100% CONSTRUCTION DOCUMENTS SHEET DESCRIPTION: CONSTRUCTION. SURFACE WATER MANAGMENT/ STORMWATER POLLUTION PREVENTION PLAN SHEET NUMBER: SC7.00 a CLW St. Petersburg Tir I Friday, November 13, 2009.1 3 ® d __ tampabay.corn for more Pinellas County news r say anything. He knows; Shearer Trinity Blvd. Ironman routes ` Shearer gives off has been conta- • Starts and ends at Pier 60. ",Keystone Rd. . Begins at 6:45 a.m. and lasts 7% hours. To avoid traffic be-ups associated with Saturday's Ironman 70.3, officials . A1.2 -mile swim on Clearwater Beach. in shorter - distance triathlons say your best bet is U.S. 19. locally. • A56-mile bike course on the Memorial Causeway Bridge, Drew But it's still hard to get teenag- Guff of ,_ cc W Road, the Bayside Bridge, Roosevelt Boulevard, Belcher Road and Mexico m iJ 1 i - o ter and the Harbor Oaks neighborhood. up? I have to carry my backpack awholemile;" Shearer said. For more information - LB Go online to www.myclearwater.comfironman or call (727) 562- Prer60 INFO (4636) ards of competition r part its 10 sh `.a -__. -•. - �y �bi mil e e ro ute 2 Fans can follow the action on race day atwww.ironmanlive.com, 2 0 M1` m ti through the moments of panic available. while aggressively breast- strok- Court St. Gulf ofi ' �� 60 T .. cc °—' Mexico 56 mile Orange; bike mers. ( Drew St. With mom frequently pushing 0 } i route Ave. bikers.' stuff, Shearer said. thing of a reversal in the parent - Though when she isn't in train- But she said she'll still take a child continuum of concern has ,Issi emerged. just another soccer mom, and Over high heels any day. "I worry about her biking, makes time for the other perks of l being a homemaker, like spend- Dominick Tao can be reached at 13.1 -mile ing time with her girlfriends. dtao @sptimes.camor(727)5802951: ,' m Bayside run a colors, drawings and other waited and commodities were r r� i� Bridge depot. Fifteen of the art- tory of the` h pon Springs area. depot themselves. There were Bay Or 120 art submissions. at the event. Light refresh - metal baby carriages. and his- �� // ! 1.2 -rnfle r Magnolia t �� 1 swim SL Ulmerton Rd. z j "There are items here that depot was opened in January I r' 1909 after a fire destroyed the said. "It's really nice.' Sources: ESRI, TeleAtlas, City of Clearwater DON MORRIS I Times IRONMOM continued from torical Society started running DemorrisA. Lee can be reached in 1971 and freight trains ceased r say anything. He knows; Shearer _ - `said The aura of athleticism The race Shearer gives off has been conta- • Starts and ends at Pier 60. gious. Her daughter and 15 -year- . Begins at 6:45 a.m. and lasts 7% hours. old son, Garrett, also have raced . A1.2 -mile swim on Clearwater Beach. in shorter - distance triathlons .. Historic d locally. • A56-mile bike course on the Memorial Causeway Bridge, Drew But it's still hard to get teenag- Street, Countryside Boulevard, McMullen -Booth Road, East Lake ers to come around to her style of Road, the Bayside Bridge, Roosevelt Boulevard, Belcher Road and get -up- and -go. Gulf- to-Bay Boulevard: ` "With my son, it happens every • A13.1 -mile run through Clearwater Beach, downtown Clearwa- day. He'll say, `Can you pick me ter and the Harbor Oaks neighborhood. up? I have to carry my backpack awholemile;" Shearer said. For more information - Tough luck, especially when Go online to www.myclearwater.comfironman or call (727) 562- mom is contemplating the haz- INFO (4636) ards of competition r part its 10 "Don't get kicked in the face," On the Web Shearer said is her predominant Fans can follow the action on race day atwww.ironmanlive.com, pre -race thought. That, and work where real -time race results and audio and video updates will be through the moments of panic available. while aggressively breast- strok- Saenger, also an artist, was the ing through surf surrounded by judge. dozens of other frenzied swim- "We wanted to get the children mers. involved to help educate them With mom frequently pushing Drivers don't pay attention to "We go to the mall. Normal girl herself harder and farther, same - bikers.' stuff, Shearer said. thing of a reversal in the parent - Though when she isn't in train- But she said she'll still take a child continuum of concern has ing mode, Ironmom becomes new set of bicycle racing tires emerged. just another soccer mom, and Over high heels any day. "I worry about her biking, makes time for the other perks of every time she goes; said Katie. being a homemaker, like spend- Dominick Tao can be reached at "I worry about her getting hit. ing time with her girlfriends. dtao @sptimes.camor(727)5802951: b i • 1 1-- E" p.t S hdft r e d n1war mmi m -r, a m or I e s w mi t h d A umk m &, 0, rV He will be at the depot Saturday`- Student r PAID ADVERTISEMENT PAID ADVERTISEMENT, active teenager. Back in his day, ' to help celebrate its 100th anni -I -" � � � renditions versary } gs` F': of Tarpon "I just think it's really super; compresses Springs' Lester said Thursday. "It looks Thursday .. Historic d the same and it brings back real i , rl'= Train Depot UT good memories:' = r '` "'` Museum CS As part of the depot celebra- Y ? hang for tion, some Tarpon Springs Mid - display and dle School students used water- ud in J 9 g colors, etching, magazine clip- Thursday at pings and pencils to create rep ' �> the depot as licas of the historic building. Residents and staff alike were excited r part its 10 The artwork was divided into: community, there's no doubt we're going °� anniversary five categories and 15 winners ` if%� ' - � � - _ . - celebration. will be named Saturday. DEMORRIS k LEE I Times City Commissioner Robin about one another and the community Saenger, also an artist, was the 91 ' : . tion. The yearlong work was o judge. The Tarpon Springs Area completed in November 2005. "We wanted to get the children The building still has its orig- . Historical Society will eele- involved to help educate them brate the100th anniversary - inal heart of yellow pine wood about the depot and the town's of the train depot, which floors. That type of wood was history, said Leslie Alissandra- now serves as the Historic used to keep away termites, said tos, a board member of the Tar- Train Depot Museum. Bob McPhee, 68, a volunteer pon Springs Area Historical Soci- tour guide at the museum. ety, which manages the museum - Where :160 E Tarpon Ave. The original brick walls "We came up with the idea to When: 2 p.m. Saturday. remain with stenciled signs such have a children's art show." Featured: About120 Tar- as "wait for baggage man" and Alissandratos said she contact- pon Springs Middle School `positively no smoking, loafing" ed Carol Jenrette, art teacher at students submitted water The rooms where passengers the middle school. Students were colors, drawings and other waited and commodities were shown pictures of the depot and artworks of the historic stored now are filled with his- they were encouraged to see the depot. Fifteen of the art- tory of the` h pon Springs area. depot themselves. There were works will be recognized - There's everything from 120 art submissions. at the event. Light refresh - metal baby carriages. and his- ! It's one of only two depots ments provided by local toric photos to uniforms of Tar - remaining in Pinellas County. businesses and restaurants Pan Springs soldiers who served Dunedin is the other. will be served. in the Korean War. Tarpon Springs' current "There are items here that depot was opened in January date back to the 1840s, McPhee 1909 after a fire destroyed the said. "It's really nice.' previous structure ayear earlier. The Tarpon Springs Area His - The depot closed to passengers torical Society started running DemorrisA. Lee can be reached in 1971 and freight trains ceased the depot in 1978 and helped atdake @sptimes.comor making stops in 1984. spearhead a $900,000 °renova - (727) 445 -4174. PAID ADVERTISEMENT PAID ADVERTISEMENT, active teenager. Back in his day, ' view Gardens on Gulf to Bay Boulevard Allbritton de- he said, there were only three °""" that they have discontinued plans to compresses popular sporting pastimes: foot- of their independent living villas. The Thursday ball if you were a big guy, base - �- after his ball if you could swing, and the and improved aesthetics throughout. swim in the swim team. Allbritton was a . ", `� gulf. The swimmer. r Ironman 70.3 Hebuiltonthat investments from prospective residents. on Saturday Every day, he would swim ' will be his 4,000 yards. Some days, when Residents and staff alike were excited first. the pool wasn't crowded, he community, there's no doubt we're going view Executive Director, Judy Cunning- .would get out of the water half- ham, says, "We're such a family here. The Far more information on Bayview way through, and run a kilome- Gardens' assisted and independent about one another and the community ter or two, then finish his laps. just has so much to offer." www.BayviewGardensOnline.com. Running was the hard part. In _ DOUGLAS R. CLIFFORD I Times his first triathlon, two years ago on Madiera Beach, he ended up Ironman 70.3 in Clearwater, 21st Century," Allbritton said. walking through part of the race. Allbritton said he was inspired One advantage he will have: The run was hot and slow by the racers. He was getting The race will be run on his home "I wore a heart monitor on better. Maybe, he thought, next turf, on the shores and streets he -that one. I hadn't done anything year he could become an Iron- was raised on. like that before. I was like, `I've man. "I could probably run the got to catch my breath,"' Allbrit- Saturday, Allbritton will give it course with my eyes closed," he ton said. a shot. He's confident he will fin- said. But he finished. ish, even if he is pushing 60. Then the floodgates opened. "I've definitely come up from a Dominick Tao can be reached at He started entering races around Model -T into something from the dtao @sptimes.com or (72 7) 580 2951. Florida, and joined the St. Pete Mad Dogs, a local triathlon club - that has gathered a worldwide following. YOU re l% vite�� A volunteer at last year's ® t2ntp26aycotn 7TIC3 C1SC_ er* tam pabay.mon a ter. com To place an ad call 0 toll -free: 877 -321 -7355 This aerial photo of Bayvlew Gardens' property shows their assisted living tower in the foreground and their park -like campus of independent living villas and Old Tampa Bay in the background. SantaFe Senior Living, owner of Bay- In fact, Bayview now has more to view Gardens on Gulf to Bay Boulevard offer than ever before., The community ; in Clearwater, announced last month is spending hundreds of thousands of that they have discontinued plans to dollars to renovate a substantial number replace the retirement community with of their independent living villas. The a new development known as Bella Terra remodeled residences offer upgraded on the Bay. kitchens, washers and dryers in each unit Bella Terra was planned for coristruc- and improved aesthetics throughout. tion on Bayview's picturesque shoreline As a fixture of the Clearwater land - property, but unlike the existing commu- scape, Bayview is renowned for pro- nity of apartments and villas, Bella Terra viding excellence in retirement living would have required substantial initial with great value, and area residents can investments from prospective residents. expect more of the same for years to Bayview, on the other hand, offers rentals come. According to Cunningham, "with starting under $1000 per month. " the investment SantaFe Senior Living is - Residents and staff alike were excited making to beautify and modernize our to hear of the change in direction. Bay- community, there's no doubt we're going view Executive Director, Judy Cunning- to be here for a long, long time" ham, says, "We're such a family here. The Far more information on Bayview residents, the staff, everybody truly cares Gardens' assisted and independent about one another and the community living options, call 727- 669 -5261 or visit just has so much to offer." www.BayviewGardensOnline.com. "'raid�G Showcase SUNDAY NOVEMBER 1-5, 2009 1 HOSTED BY SAFETY oR RESORT AND SPA 12:oa pm 2:3a pm Come see this revitalized landmark resort and join us for a fashion show featuring � ' In the Baranoff Ballroom elegant bridal attire by Alfred Angelo fashions and Mr. Paul's Tuxedos, in addition to an ` exposition of florals, photography and entertainment. Beauty and spa demonstrations Nsill SAFETY I I.AIa13C�i Complimentary for Brides feature Kerstin Florian European skin care products and Simply Karen mineral cosmetics. ;,_t s a ,, 7 t ,, r, ; e Accompanying guests $5.00 perlieraan Q` r RSVP (727) 7247727 105 N. Bayshore Dr. Safety Harbor, FL. 34695 www.SafetyHarborResort.com (888)BEST SPA (237 -8772} BRIAN BLANCO I . Special to the Times BRIAN BLANCO ( Special to the Times Aldo Jahuey,10, works on blocking shots on goal Erin Tilly, 6, is sure glad her soccer mom, Andi, BRIAN BLANCO I Special to the Times Saturday before the start of the first day of Gulf is around to give her a hand donning her cleats Mille Nicholas, 6, retrieves her ball from the goal Coast United Soccer at Seminole Warhawks field in before Erin takes to the field for that opening while working on her shooting technique before Largo. practice. things got too busy on the first day. '� 4'x:7 --° �..,•• +-mac m BRIAN BLANCO I . Special to the Times BRIAN BLANCO ( Special to the Times Aldo Jahuey,10, works on blocking shots on goal Erin Tilly, 6, is sure glad her soccer mom, Andi, BRIAN BLANCO I Special to the Times Saturday before the start of the first day of Gulf is around to give her a hand donning her cleats Mille Nicholas, 6, retrieves her ball from the goal Coast United Soccer at Seminole Warhawks field in before Erin takes to the field for that opening while working on her shooting technique before Largo. practice. things got too busy on the first day.