Loading...
FLD2005-03030 (2)0 i ORIGINAL FLD2005-03030 2155 MONTCLAIR RD Date Received: 03/31/2005 BECKET LAKE LODGE ZONING DISTRICT: MDR LAND USE: RU RECEIVED loo 12 ^ft ATLAS PAGE: 253B PLANNING DEP ARTMENT Cn Y OF CLEARWATER PLANNER OF RECORD: MTP CLWCoverSheet 0 0 This instrument was prepared by and return to: Roger A. Larson, Esquire Johnson, Pope, Bokor, Ruppel & Burns, LLP P.O. Box 1368 Clearwater, Florida 33757-1368 AFFIDAVIT IN ESTABLISHMENT OF TRANSFER OF DEVELOPMENT RIGHTS STATE OF FLORIDA COUNTY OF PINELLAS ) Before me the undersigned authority appeared Robert T. Boyle ("Affiant") as Secretary of Beckett Lake, Inc., General Partner of Beckett Lake Lodge, Ltd., a Florida limited partnership ("Company"), who [is personally known to me] [produced as identification] and who, after being first duly sworn did state as follows: 1. Affiant affirms that the Company is the owner of the real property set forth and described on Exhibit "A" ("Overall Property"). 2. Affiant affirms that located within the Overall Property are 5.915 acres of upland more particularly described on Exhibit "B" ("Upland Property") and 1.049 acres of preservation land more particularly described on Exhibit "C" ("Preservation Property"). 3. Affiant affirms that the Upland Property described in Exhibit "B" is designated Residential Low Medium on both the City of Clearwater Future Land Use Map and the Countywide Future Land Use Plan map, which plan category allows maximum density of ten (10) dwelling units per acre, resulting in a permitted allocation of fifty-nine (59) dwelling units. 4. Affiant affirms that the Preservation Property described in Exhibit "C" is designated Preservation on both the City of Clearwater Future Land Use Map and the Countywide Future Land Use Plan map, which plan category allows a maximum transfer from the Preservation category of one (1) dwelling unit per acre, resulting in the permitted transfer of one (1) dwelling unit from this Preservation Property. 5. Affiant affirms that the purpose of this Affidavit is to provide the requisite tracking and recording mechanism to establish a transfer of development rights consistent with the requirements of the City of Clearwater and the Rules Concerning the Administration of the Countywide Future Land Use Plan (Countywide Rules) and shall record this Affidavit including all exhibits among the Public Records of Pinellas County, Florida. 6. Affiant affirms that pursuant to Clearwater Community Development Board approval on 2005, one unit of density as measured by dwelling units per acre, has been transferred from the "Preservation Property" (sending parcel) to the Upland Property (receiving parcel) and therefore, through the date of this Affidavit, there are sixty (60) total dwelling units allowed on and attributable to the Upland Property. 7. Affiant affirms that as a result of this transfer of development rights there are no remaining development rights, i.e., no permitted density, on the Preservation Property (sending parcel). C • 8. Affiant attaches to this Affidavit as Exhibit "D" the Development Order of the City of Clearwater, dated June , 2005, evidencing its approval of the transfer of development rights and confirmation of the total density attributable to the Upland Property. 9. Affiant attaches as Exhibit "E" the written approval of the Pinellas County Planning Council which acknowledges the approval of the transfer of development rights consistent with the representations set forth in this Affidavit. FURTHER AFFIANT SAYETH NAUGHT. Robert T. Boyle 2005. Sworn to, subscribed and acknowledged before me this day of Notary Public Print Name: My commission expires: Exhibits: Exhibit "A" - Legal Description of Overall Property Exhibit "B" - Legal Description of Upland Property Exhibit "C" - Legal Description of Preservation Property Exhibit "D" - City of Clearwater Development Order Exhibit "E" - Pinellas County Planning Council Approval #344392 vl - Becketd akeAffiidavit(Transfer)trms • EXHIBIT "A" • Legal Description of Overall Property EXHIBIT "B" • Legal Description of Upland Property EXHIBIT "C" Legal Description of Preservation Property • EXHIBIT "D" City of Clearwater Development Order 0 0 EXHIBIT "E" Pinellas County Planning Council Approval 0 ORIGINAL 10 RESPONSES TO DRC COMMENTS FLD2005-03030 - 2155 Montclair Road ENGINEERING: Comment No. 1: 5 ft. concrete sidewalk shall be extended to east property line of development. (Development code Section 3-1701 and 3-1907 and Clearwater Contract Specifications and Standards, Article 30.) Response No. 1: The concrete sidewalk has been extended on the plans. Comment No. 2: Bring all substandard sidewalks and sidewalk ramps adjacent to or a part of the project up to standard, including ADA (Truncated domes per FDOT Index #304) Response No. 2: A note has been added to the site plan requiring all substandard sidewalks to be brought up to standard. Comment No. 3: Sidewalk easement shall be provided by property owner to address sidewalk portion on west end of project traversing private property. All of the above conditions shall be addressed prior to CDB. Response No. 3: There are currently existing sidewalk easements (copy attached) covering the sidewalks that encroach onto the property as shown on the project survey and plans. ENVIRONMENTAL: Comment No. 1: City of Clearwater Code requires a minimum of 25' wetland buffer zone from jurisdictional lines. Response No. 1: The buffer has been reduced to 18.75 ft (less than 1 /3 reduction) in isolated areas as permitted by Section 3-907(b) of the Code. The remainder of the buffer is 25 ft wide at a minimum. Additional wetland buffer area is designated on the plans to compensate for the reduction. Comment No. 2: Indicate building maintenance area on site plans. Response No. 2: All building maintenance areas are within the footprint of the buildings. RECEIVED MAY 12 2005 PLANNING DEPARTMENT CITY OF CLEARWATER • ORIGINAL • FIRE: Comment No. 1: Where underground water mains and hydrants are required, they shall be installed, completed and in service prior to construction as per NFPA 241. Please acknowledge prior to CDB. Response No. 1: Note is on plans. Comment No. 2: A fire sprinkler system is required and must be installed as per NFPA-13 2002 edition, by a licensed fire alarm contractor with separate permit and plans. Please acknowledge prior to CDB. Response No. 2: Note is on plans. Comment No. 3: The required fire sprinkler system must be monitored by UL Listed Central Station monitoring company. Please acknowledge prior to CDB. Response No. 3: Note is on plans. Comment No. 4: A fire alarm system will be required and must be installed as per NFPA-72 2002 edition by a licensed fire alarm contractor with separate permit plans. Please acknowledge prior to CDB. Response No. 4: Note is on plans. Comment No. 5: The freestanding FDC must be at least 15 feet off the building and within 40 feet of a fire hydrant. Please acknowledge prior to CDB. Response No. 5: The hydrant and FDC locations have been redesigned to conform. Comment No. 6: Provide 24 ft. wide roadways/drive aisles for emergency vehicle ingress and egress. Please acknowledge prior to CDB. Response No. 6: Based on DRC discussion the one-way drive may be reduced to 20 ft as shown. RECEIVED Mk,Y 12 2005 PLANNING DEPARTMENT 2 CITY OF CLEARWATER • ORIGINAL* Comment No. 7: Minimum height for canopy/porte cochere is 14 ft. Please acknowledge prior to CDB. Response No. 7: Note has been added to plans. Comment No. 8: Provide minimum 28 ft. turning radii for ingress and egress, and at any island/landscape planter at which emergency vehicles may be called upon to turn. Emergency vehicles are non-articulating and 45 ft. long. Please respond prior to CDB. Response No. 8: All radii provides for 28 ft turning movements. Comment No. 9: All drainage pipe covers/grates in roadway/drive aisles must meet HS-20 requirements, to accommodate 80,000 lb. weight of emergency vehicles. Please respond prior to CDB. Response No. 9: Note is on note sheet. Comment No. 10: Fire hydrant symbol on page C-6 and light standard symbol on Page C-5 are identical in identical locations. Provide fire hydrant(s) within 300 ft. of the most remote point of the building. Please respond prior to CDB. Response No. 10: Symbols have been revised. An additional hydrant has been added to provide spacing required. Comment No. 11: Provide rear hydrant and extinguishers for any dock/pier at the rear of the building to meet the requirements of NFPA- 303. Please respond prior to CDB. Response No. 11: There are no docks or piers at the rear of the building. Comment No. 12: Provide gate type lock boxes at gates as per Pinellas County Ordinance No. 98-4. Applications for gate type lock boxes can be picked up at Life Safety Management building at 600 Franklin Street. Please respond to comment prior to CDB. Response No. 12: Note has been added to plan. BUILDING FACADE LANDSCAPE: Comment No. 1: Per Section 3-1202.E.2 Foundation plantings shall be provided for 100% of a building fagade with frontage along RECEIVED a street right-of-way, excluding space necessary for building ingress and egress, within a minimum five foot MAY 12 2CQ5 PLANNING DEPARTMENT 3 CITY OF CLEARWATER O*rcIGINAL 0 wide landscaped area composed of at least two accent trees (or palm equivalents) or three palms for every 40 linear feet of building facade and one shrub for every 20 square feet of required landscaped area. A minimum of 50% of the area shall contain shrubs with the remainder to be ground cover. By shifting the structure to the south a few feet there will be ample room to meet this Code requirement. Revise plans and submit. Response No. 1: A Comprehensive Landscape Application has been added to this submittal. The foundation planting area reductions are requested in an effort to minimize impacts to the existing wetland buffer areas to the south and west. LAND RESOURCES: Comment No. 1: What is the "Wetland Buffer Compensation" area? Are there any grade changes proposed? Note, no grade changes can occur under any trees to be preserved. Response No. 1: The wetland compensation area is the area designated as additional buffer to make up for buffer encroachments. There are no grade changes proposed. Comment No. 2: Why remove the parking stalls between tree #32 and 35? Minimize grade changes around these trees. Revise prior to CDB. Response No. 2: Based on field visits and the survey provided for our use, we are removing and replacing in kind due to grade conflicts with the proposed finished floor elevation. Comment No. 3: What are the proposed grades of the covered walk at tree #20? This tree was previously stressed and will not tolerate additional disturbance. Also, what is the proposed elevation of the walkway canopy? How will it affect the trees canopy? Provide prior to CDB. Response No. 3: A note has been added to the plan calling for the walkway to be elevated above the ground on drilled piles to minimize root impacts. The canopy is anticipated to be 8 ft above the walkway. RECEIVED MAY 12 2005 PLANNING DEPARTMENT 4 CITY OF OLEARWATEr? • ORIGINAL • Comment No. 4: The tree survey is outdated and incomplete. Show all trees 4" DBH and greater on all civil plans and revise the tree diameters as outlined in the inventory. Revise prior to CDB. Response No. 4: The tree survey was recently done within the past two months and is the most current information to date. We requested that the project surveyor discuss discrepancies with the City Arborist and adjust as necessary as a condition of site plan approval. Comment No. 5: The arborist field notes should be transferred in "type" on the Tree Inventory Plan. Revise prior to building permit. Response No. 5: The field notes have been transferred. Comment No. 6: Provide a Tree Preservation Plan prepared by a certified arborist, consulting arborist, landscape architect or other specialist in the field of arboriculture. This plan must show how the proposed building, parking, stormwater and utilities impact the critical root zones (drip lines) of tree to be preserved and how you propose to address these impacts i.e. crown elevating, building lintels, root pruning and/or root aeration systems. Other data required on this plan must show the trees canopy line, actual tree barricade limits (2/3 of the drip line and/or in the root prune lines if required), and the tree barricade detail. Any other pertinent information the arborist feels relates to tree preservation. Prior to building permit. Response No. 6: Will be done prior to building permit Comment No. 7: Remove the "Ribbon" tree barricade detail, ribbon barricades are not permitted. Revise prior to CDB.. Response No. 7: Detail has been revised. Comment No. 8: The new dumpster location is now moved under the canopy of tree #20. Have your arborist field verify the canopy impact prior to CDB. Response No. 8: Dumpster location has been moved closer to the parking lot and away from the existing tree. PARKS AND RECREATION: No comment since Open Space fees have previously been RECEIVED collected on this project. MAY 12 2005 PLANNING DEPARTMENT 5 CITY OF CLEARWATER ? ORIGINAL ? STORMWATER: Prior to building permit: Comment No. 1: Revise vertical walls on pond per City stormwater criteria "in no circumstance will vertical walls on detention ponds be permitted adjacent to row, along the boundaries of adjacent parcels of land, on more than two sides of a detention pond..." Response No. 1: The retaining wall has been moved to the other side of the pond and internal to the project area. Comment No. 2: Dry ponds subdrains require 24" of filter media between the subdrain and the bottom of the pond. Per City underdrain detail for dry detention areas index 217. Response No. 2: There are no subdrains within the project pond. SOLID WASTE: Comment No. 1: Please explain how Solid Waste will be handled. Response No. 1: Solid waste will be handled by the dual dumpster proposed with the project. Comment No. 2: The dumpster enclosure needs to be constructed to City specifications. RE C EIVED Response No. 2. A note has been added to the plans. HAY 12 2005 TRAFFIC ENGINEERING: PLANNING DEPARTMENT CITY OF CLFARWATFp Comment No. 1: Face of gate must be 20' from the back edge of sidewalk. Response No. 1: Gate has been relocated. Comment No. 2: Provide signage for gated driveway i.e. "Do not enter" "Fire and emergency vehicle access only." Response No. 2: Signs have been added to plan. Comment No. 3: Provide wheel stops in parking stalls that abut sidewalk. Response No. 3: Wheel stops have been added. 6 • ORIGINAL • Comment No. 4: Driveway width must be 24' wide. 4/28/05 As this is a fire exit only, 20 feet wide is acceptable Response No. 4: The 20 ft wide driveway is an out only drive. Comment No. 5: Provide an accessible path from a building's accessible entrance to a public sidewalk compliant with Florida Accessibility Code for Building Construction Chapter 11, Section 11-4.3.2. For workers or guests utilizing other means of transportation, i.e bus, walking, etc. Response No. 5: It was agreed at DRC that the existing access point to the existing building will serve as the point of entry to both buildings by use of the elevated walkway to the new building. The proposed building is a secure building with no direct access. All of the above to be addressed prior to CDB. General note: Transportation Impact fees to be determined and paid prior to C.O. PLANNING: Comment No. 1: Section 3-907 requires the following: a. A vegetative buffer shall be provided on all lands within 25 feet of any property designated on the Zoning Atlas as Preservation (P), or any property determined to be wetlands under the jurisdiction of the State of Florida ("jurisdictional wetlands") and all lands within 15 feet of the top of the bank of any creeds, channels, or related waterways which contain jurisdictional wetlands. This requirement shall not apply to existing seawalls or other structures creating an abrupt transition between any such property and the adjoining upland property. "Top of the bank" is that point on the slope at which the side slope becomes flatter than one foot vertical to four feet horizontal. b. The required buffer width may be reduced by not more than one-third in a portion of the buffer, by providing additional width in another portion of the buffer which will result in an equivalent or greater square footage of cumulative buffer area. c. No structure or other surface impervious to water shall be permitted within the vegetative buffer, with the exception of structures which would be allowed as a part of a Level One or Level Two approval within the preservation district. n[D LnELMVED MAY 12 De5 7 PLANNING DEPARTMENT CI1X OF CLEARW/ATER • ORIGINAL • d. Within the vegetative buffer, any native vegetation shall be protected so that the buffer will retain the character of the immediately adjacent vegetation within the preservation district. Native vegetation within the buffer shall not be removed or altered unless the removal or alteration of the vegetation will not adversely affect the hydrological or ecological integrity of the adjacent wetland. All prohibited trees existing within the buffer shall be removed by the landowner and shall be prevented from re- emergence. This subsection shall not be construed to prohibit routine maintenance trimming of nonwetland vegetation in accordance with procedures developed by the City Manager. It appears that the proposed building is within the 25-foot vegetative buffer width. Delineate the preservation area and provide the required 25-foot vegetative buffer or as otherwise required by the Public Works Administration. Response No. 1: The building has been redesigned to reduce the minimum buffer areas to 18.75 ft (1/3 reduction) in isolated areas, with the remainder of the buffer meeting or exceeding 25 ft. Additional wetland buffer area has been designed on the plans to make up for requested reductions. The buffer will remain unaltered except for the removal of nuisance species as required. Comment No. 2: Clarify whether the proposed driveway is a two-way or one- way system. If it's a two-way driveway, it is too narrow. Response No. 2: It is a one-way emergency access. Comment No. 3: It is indicated on the site plan that the dumpster enclosure will be relocated. It is not clear where the dumpster will be located. Response No. 3: The dumpster has been relocated near the reconstructed parking area. Comment No. 4: Indicate the location of all outdoor light fixtures. There are some symbols on the site plan which I assume are light fixtures including some heavy asterisks. I'd just like to confirm what these are. Response No. 4: The light symbols have been labeled, and are in fact the heavy asterisks. 5/12/2005 9:18 AM EcavEo 40609.100935 #345542 v1 8 PLANNING DEPARTMENT CITY OF QF41?W,4 R • ?LLrn - 3 ?-rAnJt JVGS 44O cowr? a%nAFLI 6663 w ORIGINAL 0 03-20SSSS MAY-21-2003 2:36r" PINELLAS CO BK 12762 PO 2438 PROJECT BECKETT LAKE LODGE PARCEL NUMBER- 01-29-15-00000-140-0100 THIS INDENTURE, made this may of March , A.D. 20Q_ BECKETT LAKE LODGE, LTD. party of the first part, and PINELLAS COUNTY, a political subdivision of the State of Florida, ATTN: Engineering - Right of Way Division, with offices located at 440 Court Street, Clearwater, Florida 33756, party of the second part, WITNESSETH, that the said party of the first part, for and in consideration of the sum of One Dollar and other good and valuable considerations to them in hand paid by the said party of the second part, the receipt whereof is hereby acknowledged, does hereby grant and release unto the said party of thu sew*nd part, a perpetual sidewalk- easement over and across the following described property, lying in the County of Pinellas, State of Florida, to wit: Lands described in legal description attached hereto and by this reference made a part hereof. IN WITNESS WHEREOF, the party of the first part has caused these presents to be duly executed in its name by its vice President, and its corporate seal to be hereto affixed, attested by its Assistant Secretary, this 13tlday of March . A.D. 20 03 Signed, sealed and delivered BECKETT LAKE LODGE, LTD., a Florida limited partnership in the presence of: By: F orporatio n eral Partner SUSANseMT By: . Witness - Print Name: Its vice Pte' ent , Wagner t Attest: Witness -Print Name: Its Asst Secre , M. Bridget Blake (Corporate Seal) STATE OF FLORIDA COUNTY OF PINELLAS The foregoing instrument was acknowledged before me this March 13 day of 20 03 by Michael T. Wagner and M. Bridget Blake, as Vice of BECKETT LAKE, INC, a_lorlda co ration President Corporation, on behalf of the Corporation. He/she is personally know me or has produced and Ass Florida Driver's License as identification and who d0 (di no take Secretary JO R" NOTARY ,/ MYCommhsionCCM13 N BO'kBY SEAL IL+• oeosn 22.2M t e JILL R . Tin My Commission Expires: COMMISSION NUMBER: F:\USERS\Wpdocs\ENGINEER\R_O W\-FORMS\EASMENTS\SIDEWALCORP.doc *the General Partner of BaS?CK?E4T LAKE LODGE, LTD., a Florida limited partners half - of the partnership HOILDUVIUk rvc. f? T\ M= HOARD RBCORnS ss5 .•at uC :>,1.:, <n-s- ,. x: r f. }. ?.ro '}?. i:N.?l(kb .. i C11Y OF CLEARWATER PINELL.AS COUNTY FLA. OFF.REC.BK 12762 PO 2439 LEGAL DESCRIPTION SIDEWALK EASEMENT ! 'COMMENCE AT THE NORTHEAST CORNER OF THE NE. 114 OF THE SE. 114 OF THE NE. 114 OF SECTION 1, TOWNSHIP 29 SOUTH, RANGE 15 EAST, PINELLAS COUNTY, FLORIDA: RUN THENCE N.89'35321W.., ALONG THE SOUTH RIGHT OF WAY OF MONTww ROAD. A DISTANCE OF 643.11 FEET FOR A POINT OF BEGINNING: THENCE S.44'55'44 V. A DISTANCE OF 63.11 FEET,' THENCE N.00'J2'59 W... A DISTANCE OF 45.00 FEET TO THE SOUTH RIGHT OF WA?' LINE OF SAID MONTCLAIR ROAD; THENCE S89-35-32-E.. A DISTANCE OF 45.00 FEET TO THE POINT OF BEGINING. CONTAINING 1,012 SOU4RE FEET. V 'h LEGAL DESCRIPTION SIDEWALK EASEMENT 12 COMMENCE AT THE NORTHEAST CORNER OF THE NE. 114 OF THE SE 114 OF THE N£. 114 OF SECTION 1, TOWNSHIP 9 SOUTH, RANGE 15 £iAST, PINELLAS COUNTY, FLORIDA, RUN THENCE N89'3532'W .., ALONG THE SOUTH RIGHT OF WAY OF MONTCLAIR ROAD, A DISTANCE OF 560.00 FEET FOR A POINT OF BEGINNING, THENCE S.00'24'28*W., A DISTANCE OF 10.00 FEET; THENCE N.89'J532 IM, A DISTANCE OF 45.00 FEET, THENCE N.00'24 28E. A DISTANCE OF 10.00 FEET,' THENCE S.89 J5'3?E., A DISTANCE OF 45.00 FEET TO THE POINT OF BEGINING. CONTAINING 450 SOUARE FEET. LEGAL DESCRIPTION. SIDEWALK EASEMENT #J COMMENCE AT THE NORTHEAST CORNER OF THE NE. 114 OF THE SE. 1/4 OF THE NE. 114 OF SECTION 1, TOWNSHIP 29 SOUTH, RANGE 15 EAST, PINELLAS. COUNTY, FLORIDA; RUN THENCE N8973532"W., ALONG THE SOUTH RIGHT OF WAY OF MONTCLAIR ROAD, A DISTANCE OF 245.00 Fur FOR A POINT OF BEG/NNWG,• THENCE S.00'24 28'W.. A DISTANCE OF 2.00 FEET, THENCE N89'35'32'W, A DISTANCE OF 28.00 FEET. THENCE N.00'2428E, A DISTANCE OF 2.00 FEET,' THENCE S 89'35'32 E., A DISTANCE OF 28.00 FEET TO THE POINT OF BEGINING. CONTAINING 56 SOUARE FEET. RECENED P IM 12 2005 PLANNING DEPARTMENT CITVOF CLEARWATER (u r^t rt r. 7'• -A x? r, Planning Department n. 100 South Myrtle Avenue Clearwater, Florida 33756 Telephone: 727-562-4567 Fax: 727-562-4865 0 SUBMIT ORIGINAL SIGNED AND NOTARIZED APPLICATION 0 SUBMIT 14 COPIES OF THE ORIGINAL APPLICATION including 1) collated, 2) stapled and 3) folded sets of site plans 0 SUBMIT APPLICATION FEE I • ORIGINAL * NOTE: 15 TOTAL SETS OF INFORMATION REQUIRED (APPLICATIONS PLUS SITE PLAN SETS) - PLEASE TYPE OR PRINT -- A. APPLICANT, PROPERTY OWNER AND AGENT INFORMATION: (Code Section 4-202.A) APPLICANT NAME: Beckett Lake Lodge, Ltd., a Florida limited partnership MAILING ADDRESS: 2155MCntclair Road, Clearwater, FL 33763 PHONE NUMBER: 727-797-7257 (Bob Boyle) FAX NUMBER: 727-441-4223 PROPERTY OWNER(S): Same as applicant. (Must include ALL owners as listed on the deed - provide original signature(s) on page 6) AGENT NAME: Roger A. Larson, Esquire Johnson, Pope, Bokor, Ruppel & Burns, LLP MAILING ADDRESS: P. 0. Box 1368, Clearwater, FL 33757--1368 PHONE NUMBER: 727-461-1818 CELL NUMBER: FAX NUMBER: 727-462-0365 E-MAIL ADDRESS: rogerl@j2firrn.com B. PROPOSED DEVELOPMENT INFORMATION: (Code Section 4-202.A) STREET ADDRESS of subject site: 2155 Montclair Road, Clearwater LEGAL DESCRIPTION: PARCEL NUMBER: FLEXIBLE DEVELOPMENT APPLICATION Residential Infill Project (Revised 12/30/2004) See Exhibit "A" attached 1 riot usteo nere, please note the location of this document in the submittal) 01/2911 5/00n00Z140i0100 OfANNINGDEPART s NT PARCEL SIZE: 10.62 acres (5:91 acres upland). X-1 IT UI- (LEAWWATER (acres, square feet) PROPOSED USE(S) AND SIZE(S): Expansion of existing assisted living facility to 180 bed (number of dwelling units, hotel rooms or square footage of nonresidential use) facility. See Exhibit "B" for specific request. DESCRIPTION OF REQUEST(S): See Exhibit "B" for specific request. Attach sheets and be specific when identifying the request (include all requested code deviations: e.g. reduction in required number of parking spaces, specific use, etc.) CASE #: fiGD?s - O 3d 3d DATE RECEIVED: OS• r Z o5 RECEIVED BY (staff initials): Sw ATLAS PAGE #: -_ Z53-6 ?- ZONING DISTRICT: M DA LAND USE CLASSIFICATION: lZV- SURROUNDING USES OF ADJACENT PROPERTIES: NORTH: SOUTH: WEST: EAST: Page 1 of 7 - Flexible Development Application Residential Infill 2005- City of Clearwater • • ORIGINAL 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 (see page 6) 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. See Exhibit "B" attached for responses to Criteria 1 throu h 6. 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. 3. The proposed development will not adversely affect the health or safety or persons residing or working in the neighborhood of the proposed use. 4. The proposed development is designed to minimize traffic congestion. 5. The proposed development is consistent with the community character of the immediate vicinity of the parcel proposed for development. 6. The design of the proposed development minimizes adverse effects, including visual, acoustic and olfactory and hours of operation impacts, on adjacent properties. MAY 12 2005 PLANNING DEPARTMENT CITY OF CLEARWATER Page 2 of 7 - Flexible Development Application Residential Infill 2005- City of Clearwater • • ORIGINAI 0 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. See Exhibit "B" attached for resj?onses to Residential Tnfi11 Criteria 1 through 1. 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.) 3. The uses within the residential infill project are otherwise permitted in the City of Clearwater. 4. The uses or mix of use within the residential infill project are compatible with adjacent land uses. 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. 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. 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. V3EC?C?9V9ED MAY 12 2005 PLANNING DEPARTMENT CITY OF CLEARWATER Page 3 of 7 - Flexible Development Application Residential Infill 2005- City of Clearwater • • ORIGINAL E. STORMWATER PLAN SUBMITTAL REQUIREMENTS: (City of Clearwater Storm Drainage Design Manual and 4-202.A.21) A STORMWATER NARRATIVE MUST BE SUBMITTED WITH ALL APPLICATIONS. All applications that invol addition or modification of impervious surface, including buildings, must include a stormwater plan that demonstrates compliance with t City of Clearwater Storm Drainage Design Criteria manual. A reduction in impervious surface area does not qualify as an exemption this requirement. 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: Existing topography extending 50 feet beyond all property lines; Proposed grading including finished floor elevations of all structures; All adjacent streets and municipal storm systems; y? 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 th City manual. 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 SUBMITTAL e (SWFWMD approval is required prior to issuance of City Building Permit), if applicable / ? /Acknowledg n st mwater plan requirements (Applicant must initial one of the following): St r water 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 beI 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. S PLEMENTAL 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, i luding drip lines and indicating trees to be removed) -please design around the existing trees; E7 ATION MAP OF THE PROPERTY; PARKING DEMAND STUDY in conjunction with a request to make deviations to the parking standards (ie. 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 d viations to the parking standards are approved; GRADING PLAN, as applicable; 11' PRELIMINARY PLAT, as required (Note: Building permits will not be issued until evidence of recording a final plat is provided); -I=" COPY OF RECORDED PLAT, as applicable; G. SITE PLAN SUBMITTAL REQUIREMENTS: (Section 4-202.A) ?/ SITE PLAN with the following information (not to exceed 24" x 36"): I U All dimensions; ???', North arrow; Engineering bar scale (minimum scale one inch equals 50 feet), and date prepared; Location map; M 3 1 200 n53 I Index sheet referencing individual sheets included in package; Footprint and size of all EXISTING buildings and structures; Footprint and size of all PROPOSED buildings and structures; E)6'rRAt7' V!,GENT All required setbacks; !d'i1V1? ?i ?-+ "? All existing and proposed points of access; CITY OF 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; Page 4 of 7 - Flexible Development Application Residential Infill 2005- City of Clearwater ORIGINAL 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 #701); 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: 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 and driveways, expressed in square feet and percentage of the paved vehicular area; Size and species of all landscape material; 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 (FA.R.) for 611 nonresidential uses. ? REDUCED SITE PLAN to scale (8 %= X 11) and color rendering if possible; ? 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 sbrmwater 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; Tree Inventory, prepared by a "certified arborist", of all trees 8" DBH or greater, reflecting. size, canopy (drip lines) and condition of such trees. H. LANDSCAPING PLAN SUBMITTAL REQUIREMENTS: (Section 4-1102.A) ? LANDSCAPE PLAN: 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; Proposed and required parking spaces, Existing trees on-site and immediately adjacent to the site, by species, size and locations, including driplines (as indicated on required tree survey); Plant schedule with a key (symbol orlabel) indicating the size, description, specifications and quantities of all existing and proposed landscape materials, including botanical and common names; Location, size, and quantities of all existing and proposed landscape materials, indicated by a key relating to the plant schedule; 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 LANDSCAPE PLAN to scale (8 %S X .11) (color rendering it possible); ? IRRIGATION PLAN (required for level two and three approval); ? 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. QC??N/E D MID MAY 12 2005 Page 5 of 7 - Flexible Development Application Residential Infill 2005- City of Cle 3 NING DEPARTMENT CRY OF CLEARWATER • *9RIGINAL 1. BUILDING ELEVATION PLAN SUBMITTAL REQUIREMENTS: (Section 4-202.A.23) Required in the event the application includes a development where design standards are in issue (e.g. Tourist and Downtown Districts) or as part of a Comprehensive Infill Redevelopment Project or a Residential Infill Project. d BUILDING ELEVATION DRAWINGS - all sides of all buildings including height dimensions, colors and materials; 17 REDUCED BUILDING ELEVATIONS - four sides of building with colors and materials to scale (8'/2 X 11) (black and white and color rendering, if possible) as required. 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 signa9a proposal (8 'h X 11) (color), if submitting Comprehensive Sign Program application. K. TRAFFIC IMPACT STUDY: (Section 4-202.A.13 and 4-801.C) WRID1,111S 11:1 s ? Include if required by the Traffic Operations Manager or his/her designee or if the proposed development: /? r-? • Will degrade the acceptable level of service for any roadway as adopted in the Comprehensive Plan. cnv CF Gig.: • 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 an each turning movement at all intersections identified in the Scoping Meeting. Impact Study is not required. FA4--CAU ION - 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. SIGNATURE: I, the undersigned, acknowledge that all representations made in this application are true and accurate to the best of my knowledge and authorize ' repr entatives to visit and p graph the property described in this application. -7 signature of poperty 6wner or representative Roger A. Larson STATE OF FLORIDA, COUNTY OF PINELLAS 30th Sworn to and subscribed before me this day of March A. D. 20 05 to me and/or by Rnc;er b- Largnn who is personally known M ? Rn- MH ry pu c, My commission expires: MYCOMMISSIOM# DD041066 EXPIRES September 2, 2005 BONDED THRU TROY FAIN INSURANCE, INC Page 6 of 7 - Flexible Development Application Residential Infill 2005- City of Clearwater E 9 ORIGINAL AFFIDAVIT TO AUTHORIZE AGENT: Beckett Lake Lodge, Ltd., a Florida limited partnership (Names of all property owners on deed - please PRINT full names) 1. That (I am/we are) the owner(s) and record title holder(s) of the following described property (address or general location): 2155 Montclair Road (Parcel No. 01/29/15/00000/140/0100) 2. That this property constitutes the property for which a request for a: (describe request) Flexible development approval of a Residential Infill Project 3. That the undersigned (has/have) appointed and (does/do) appoint: Roger A. Larson, Esquire and Johnson, Pope, Bokor, Ruppel & Burns, LLP 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; BECKETT LAKE L GE, LTD., a Fla. ltd. partne 6. That (1/we), the undersigned authority, hereby certify that the foregoing is true and correct. By: C e -e, Inc., General Partner BV t ILL ro erty Owne Robert T. tile, Secretary Property Owner 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 Florida, on this 23rd. day of March , 2005 personally appeared Robert T. Boyle, as Secy. o who having been first duly swom Deposes and says that he/she fully understands the contents of the affidavit that he/she signed. Beckett Lake, Inc., General Partner of a&421yL? 2? . Beckett Lake Lodge, Ltd. V I/ Notary Public My Commission Expires: ,• "alNk Jayne E. Sears i. .e MY WMMIJ5IUN* UUU4IUOO CAF=4 l r;L September 2, 2005 BONDED THRU TROY FAIN INSURANCE INC. ship SJPlanning DepartmentlApplication Formsldevelopment reviewlflexible development comprehensive infill application 2005.doc ?'? MAR 31 2005 PLANNING D[-WARTNiEiu G11Y OF GL?AiRV,JWfl R Page 7 of 7 - Flexible Development Comprehensive Infill Application 2005- City of Clearwater r ORIGINA( DESCRIPTION: THE NORTHEAST 114 OF THE SOUTHEAST 114 OF THE NORTHEAST 114 'OF SECT%ON 1, TOWNSHIP 29 SOUTH, RANGE 15 EAST, TOGETHER WITH THE EAST 17.41 FEET OF THE NORTHWEST 114 OF THE SOUTHEAST 114 OF THE NORTHEAST .1/4 OF SECTION 1, TOWNSHIP 29 SOUTH, `RANGE .15 EAST, PINELLAS COUNTY, FLORIDA. BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS • COMMENCE AT THE NORTHEAST CORNER OF THE NE. 114 OF THE SE. 114 OF THE NE. 114, THENCE RUN S 00'35 54 "E , A DISTANCE-OF 673.75 FEET TO THE SE CORNER OF THE NE. 114 OF THE SE. 114 OF THE NE. 114; THENCE N.89"21 '41 "W., A DISTANCE OF 688.73 FEET TO THE EAST LINE. OF BECKETT LAKE ESTATES AS RECORDED IN PLAT BOOK 65, PAGE 95, PUBLIC. RECORDS . OF PINELLAS COUNTY, FLORIDA; THENCE N.00-,3259"W., ALONG SAID EAST LINE OF BECKETT LAKE ESTATES,. 670.97 FEET TO THE' SOUTH RIGHT OF WAY LINE OF MONTCLAIR ROAD; THENCE S.89'35 32'E., ALONG SAID SOUTH RIGHT OF WAY LINE" A DISTANCE OF 688. 11 FEET TO THE POINT OF BEGINNING. RECEIVED MAY 12 2005 PLANNING DEPARTMENT CITY OF CLEARWATER 0 0 ORIGINAL EXHIBIT "B" TO FLEXIBLE DEVELOPMENT APPLICATION FOR RESIDENTIAL INFILL PROJECT BECKETT LAKE LODGE, LTD. 2155 Montclair Road Section B. Description of Request RECEWED MAY 12 2005 PLANNING DEPARTMENT CITY OF CLEARWATER The applicant proposes to expand the existing assisted living facility on the site with an Alzheimer's/memory support facility. The proposed addition will have 64-beds and the overall project will be limited to 180 beds. This will reduce the number of beds in the existing building, which is currently 130, to 116. The patients that are currently in the memory support area of the existing ALF will be relocated to the new facility. Specifically, the applicant seeks flexible development approval to allow expansion of an existing assisted living facility from 130 beds to 180 beds, as a Residential Infill Project, in accordance with the plans submitted with this application, including relief as follows: a. Reduction of 18 parking spaces, where 90 parking spaces are required by Code and 72 parking spaces are provided; b. A front (north) setback of 23.28' for structures other than buildings, where 25' is required by Code; c. Relief from the requirement (set forth in Section 2-304) that off-street parking be screened from adjacent streets and adjacent parcels by a landscaped wall or fence of at least four feet in height; and d. Relief, as set forth in Section 3-907(b) of the Code, to allow isolated portions of the vegetative buffer adjoining Preservation lands to be 18.75 feet or more in width, where 25 feet is required by Code. The applicant has submitted an Application for Transfer of Development Rights seeking to transfer one unit of density from the Preservation area on the site to the upland area on the site. The transfer of the unit will result in the upland area, which currently has a density of 59 units (5.9 acres at 10 units/acre), having a density of 60 units (180 beds). Section D. Written Submittal Requirements General Applicability Criteria: 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. The proposed expansion to 180-beds is in accordance with the existing density of 60 units (5.9 acres of upland at 10 units per acre = 59 units + 1 unit for MAY 12 2005 ? ORIGINAL Preservation area). The p PIMNING DERNTM, E? pproved with 144 beds at the time of annexation into the y R earwafer. The site is currently licensed for 130 beds. In 2004, a land use plan amendment from Residential Urban (7.5 units/acre) to Residential Low Medium (10 units/acre) was approved, in order to make way for the proposed expansion of the facility. As to bulk/coverage, the proposed development meets all open space and impermeable surface requirements. The proposed Alzheimer's building is to be a two-story building, as opposed to the existing three-story ALF building and the 3- story condominiums (On Top of the World) located across Montclair Road. In addition to architectural renderings of the proposed Alzheimer's building, attached is an aerial photograph of the existing ALF building. The Alzheimer's building will be very consistent with the existing facility, with regard to architectural style, roof materials and paint colors. This is an appropriate location for the ALF/Alzheimer's facility, located between the single-family residential development to the west and the Beckett Lake nursery to the east. 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 proposed expansion will be of the same architectural style as the existing building and attractively landscaped. The expansion will occur on the northeasterly corner of the parcel and will not impact the single-family residential neighborhood to the west of the existing facility. The nature of the use is such that it will not impact traffic on Montclair Road. Assisted living facilities and Alzheimer's facilities have historically been known to be a passive use of real estate. 3) The proposed development will not adversely affect the health or safety of persons residing or working in the neighborhood of the proposed use. The project will not adversely affect the health or safety of persons residing or working in the neighborhood of the proposed use. Assisted living facilities and Alzheimer's facilities have historically been known to be a passive use of real estate. 4) The proposed development is designed to minimize traffic congestion. The residents of the Alzheimer's/memory support facility will not have cars. There are only a few of the residents in the existing facility that own vehicles. The trips to and from the ALF/Alzheimer's facility are those of employees and visitors. Attached is a Parking Study, prepared by Beckett Lake Lodge, Ltd. ("Parking Study"). The Parking Study demonstrates that the project's parking 2 . MAY 12 2409 PLMNING or ORIGINAL CttYOFCIEARWAIER demands will be satisfied, although proposed off-street parking is 18 spaces less than required by Code. 5) The proposed development is consistent with the community character of the immediate vicinity of the parcel proposed for development. The existing facility functions in harmony with the surrounding neighborhood. The retirement community, On Top of the World, is located to the north and separated by a wall along the northerly side of Montclair. Beckett Lake Nursery is located to the east. The existing wetland area comprised of 4,72 acres, including a conservation easement on the property, provides a natural buffer from residential areas to the west and to the south. 6) The design of the proposed development minimizes adverse effects, including visual, acoustic and olfactory and hours of operation impacts on adjacent properties. The facility will continue to function in harmony with its neighbors. The nature of the use is such that staff will be at the facility 24 hours a day. There is no outdoor activity that generates noise or olfactory impacts. Residential Infill Project Criteria: 1. The development or redevelopment of the parcel proposed for development is otherwise impractical without deviations from the intensity and development standards. There is no deviation requested with regard to the intensity of development, as the applicant seeks a number of beds allowed by existing density and meets open space and impervious surface area requirements. With regard to development standards, the applicant seeks a reduction of the front setback to pavement by 1.72 feet, a very minimal reduction. The entire 23.28 ft. front setback between Montclair and the parking area will be appropriately landscaped. The relief from parking is justified by the Parking Study and will enable the applicant to preserve trees on the site. The reduction of portions of the vegetative buffer along the south side of the building is a reduction of less than 1/3 as provided for in the Code. The vegetative buffer area exceeds 25' in other areas in order to compensate for the reduction. 2. The development of the parcel proposed for development as a residential infill project will not 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 current assessed value of the property, per the Pinellas County tax rolls, is $5,075,000. The proposed addition will cost approximately $3 million to construct. 3 • 0 ORIGINAL 3. The uses within the residential infill project are otherwise permitted in the City of Clearwater. Assisted living facility is an allowed use in the City and is a use stated as requiring flexible development approval in the "MDR" district. Due to the proposed parking reduction, the applicant must seek Residential Infill approval. 4. The uses or mix of use within the residential infill project are compatible with adjacent land uses. The use as an assisted living facility is a type of residential use that is compatible with the neighborhood, comprised of single-family residential to the west, multi- family residential to the north and a nursery to the east. The lake and preservation area on the south half of the subject property separate it from its neighbors to the south. 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. The proposed Alzheimer's building is attractively designed and landscaped and will be an asset to the community. It will utilize appropriate buffers consistent with Code and will preserve the natural amenities of the property. 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. As shown by the proposed plans, the proposed expansion will be attractively designed and landscaped and will be an asset to the City. The proposed development will meet a growing need for an Alzheimer's/memory support facility in this area. 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. Parking The applicant is seeking a reduction of 18 off-street parking spaces from what is required by Code. As demonstrated in the Parking Study, the parking demands of the proposed project can be easily accommodated by spaces. WCM4tD MAY 12 2005 4 PIMNING DEPARTMENT CITY OF CLEARWATER 0 0 ORIGINAL Relief from Setback The 1.62' reduction to the front setback to pavement is minimal and will not be obvious to passersby. The entire property, including the front setback between parking and Montclair Road, will be attractively landscaped. Relief from Landscaped Fence or Wall Section 2-304 of the Code requires off-street parking at assisted living facilities to be screened by a 4' landscaped wall or fence. For aesthetic purposes, the applicant requests relief from placing such a wall around the parking area. To the north of the parking area is a landscape buffer along Montclair Road. Across the street, between Montclair and On Top of the World, is an existing wall. Along the sides (east and west) of the site, there is a retaining wall, as the parking area is of a lower elevation that the adjoining parcels. Although the retaining walls do not meet the 4' requirements, they provide an adequate buffer and separation of the parking area from adjacent parcels. Vegetative Buffer The reduction of isolated portions of the vegetative buffer adjoining the Preservation land is a reduction of less than 1/3 as provided for in Section 3-907(b) of Code. The vegetative buffer area exceeds 25' in other areas in order to compensate for the reduction. 5/12/2005 10:46 AM 40609.100935 #342154 v2 - Beckett Lake/Ex B to Res Infill RECEIVED f! AY 12 2 5 PLANNING DEPARTMENT CITY OF CLEARWATER 5 D" (-X) I c s _ _ 9CbB3609 ll-20-20QQ Q9:56:12 JiF 11V 51 DEB-DEl1(u LK tw This izetb'Uneot papered by Fcc? OOQQ440440 and rttKm bw OTr l David A. 13ACOr:, Fsq_ P: LtMN 042 PACES 1 #10.50 2959 First AvmucNx& Fie!' DX KNP - W19 3 $7,040.00 St. PetmbLLrg, Florida 33713 - ' Sat iDTAt : $7,010.50 _ :. t:titr WARRANTY DEED P QM Affr. MM: $79010.50 ?{} r- DW S.00 T IRS WARRANTY DEED is a and executed this G day of Sertel tween the parties mined as Grantorand as Grantee below: GRANTOR ASCOT DEVELOPMENT CORPORATION, a Florida corporation 1 GRANTEE: BECXETT LAKE LODGE, LTD., a Florida limited partnership 00-351153 Noy-20-2004 j().01 GRANTEE ADDRESS: 2901 Rigsby Lane P 1NELLFiS Co SK 1112$ pp Safety Harbor, FL 34695 «??ddlp' ???8? WITNESSETH: THAT the undersigned GRANTOR, for and inconsideration ofthe sum ofTEN DOLLARS (S10.00) and for other good and valuable consideration paid by the GRANTEE, the rectipt and sufficiency of which arc bereby acknowledged byGRANTOR, hasgranted, bargained, sold and conveyed, andbythisinstrumeni doesgraIIt,bargain, sell, conveyand confirm unto GRANTEE, and to the assigns andsuccessorsiainterest ofGRANT EE, of that certain real property described below: LEGAL DESCRIPTION: The Northeast 114 of the Southeast IN of the Northeast 114 of Section 1, Township 29 South, Range 15 East, Pinellas County, Florida; togetherrvith the East 17.41 feet of the Northwest 114 of the Southeast 114 of the Northeast 1/4 of Section 1, Township 29 South, Range 15 East, Pintliss County, Florida, LESS road right of way. ' TAX PARCEL. ID: 01/29/15/00000/14010100 3 SUBJECT TO: I . Taxes for the year 2000 and all subsequent years 2. Conservation Easement Agreement recorded in O.R Book 9313, Page 398. 3. Development Agreement by and between Helen L. Brown, Judith Dennis, Glenda Walden and Patricia Wilkinson, as Tenants in Common (the Owners) and Pinellas ? County, a political subdivision of the State of Florida and Paimon Enterprises, Ltd. (Developer) recorded in O.R. Book 9282, Page 254. TOGETHER WITH all tenements, hereditnmettts and appurtenances, and with every privilege, right, title interest and estate thereto belonging or in anywise appertaining, TO HAVE AND TO HOLD, in fee simple, absolute and forever. EVER PLAY 12 2505 PLI?i1?ING )EPARTMENT *.ORIG.I.NAL j OFFtRtC.8K fOlips AGLR179 ` . ANDGRANTORdoescovenant andwamntthat GRANTORislawfultyscizedofthesubject prenuses,free from all claims, liew or eacunibrat= except those herein-above stated, with good and lawful right, power and authority to hereby convey the same to GRANTEE; aW GRANTOR further hereby warrants the title to the land above descn'bed, and will defend the same against the lawful claims ofall persons whonwevier. IN WITNESS WHEREOF, the GRANTOR has caused this WARRANTY DEED to be duly executed upon the date first above writtaa •.n i PLANNING DEPARTMENT CRY OF CLEARWATER f Witnesses: ASCOT DEVELOPMENT CORPORATION, a Florida corporation By: t x. • ?.D W Q >z.S 10 D. WILSON, its PresOmit STATE OF r COUNTY OF y r ECM BEFORE ME pawaatly.appeared JOHN D. VA SON to me well known or who has produced hLs drives license as identification, and known to In the individual described in and who executed the foregoing insirtm cnt as Pmldcnt of ASCOT DEVELOPMENT CORPORATION, a Florida corporation, severally acknowledged to and before me that he executed such instrianent as an officer ofsaid corporation, and that the seat affixed to.the foregoing instrument is the corporate scat and tlm+t it was affixed by due and regular corporate authorityand that said instrument is the five act and deed of said corporation. vflt? Witness my band and official seat thil%V day of September, 2M. 11 uJ My CommissionFires- ?(- [ NOTARY PUBLIC RECEIVED m AY 12 1005 • Planning and Development Services ' 100 South Myrtle Avenue C1 arwater Clearwater, Florida 33756 Telephone: 727-562-4567 -4567 -, •?,•, r .? Fax: 727-562-4576 ? SUBMIT ORIGINAL SIGNED AND NOTARIZED APPLICATION ? SUBMIT 1 COPY OF THE ORIGINAL APPLICATION including folded site plan • ORIGINAL CASE #: DATE RECEIVED: RECEIVED BY (staff initials):. ATLAS PAGE #: ZONING DISTRICT: LAND USE CLASSIFICATION: ZONING & LAND USE CLASSIFICATION OF ADJACENT PROPERTIES: NORTH: / SOUTH: / WEST: / EAST: / COMPREHENSIVE LANDSCAPE PROGRAM REQUIREMENTS (Revised 9/19/2001) D. APPLICANT, PROPERTY OWNER AND AGENT INFORMATION: (Code Section 4-1001) APPLICANT NAME: Beckett Lake Lodge, Ltd., a Florida limited partnership MAILING ADDRESS: 2155 Montclair Road, Clearwater, FL 33763 PHONE NUMBER: 727-797-7257 FAX NUMBER: 727-441-4223 PROPERTY OWNER(S): Same as applicant. (Must include ALL owners) Roger A. Larson, Esquire Johnson, Pope, Bokor, Ruppel & Burns, LLP MAILING ADDRESS: P- O- Box 1.36$, lParwat-.Pr, FL 33757-1368 AGENT NAME: (Contact Person) PHONE NUMBER: 727-461-1818 The landscaping requirements of Article 3 Division 12 may be waived or modified as a part of a Level One or Level Two Approval, as the case may be, if the application for development approval includes a Comprehensive Landscape Program, which satisfies the following criteria. The use of landscape plans; sections/elevations, renderings and perspectives may be necessary as supplementary information in addition to the information provided on this worksheet: Architectural Theme. 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. Sap F.xl,ihit- "A" ai ? arhprl fnr ra FAX NUMBER: 727-462-0365 Q t;lly Or MAY 12 2L45 ORIGINAL 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. Lighting. Any lighting proposed as a part of a Comprehensive Landscape Program is automatically controlled so that the lighting is turned off when the business is closed. 3. Community Character. The landscape treatment proposed in the Comprehensive Landscape Program will enhance the community character of the City of Clearwater. RECEIVED MAY 12 2005 PLANNING DEPARTMENT CITY OF CLEARWATER (? ; 2 ">' `z :.Jc ORIGINAL 4. 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. 5. 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. BECKETT LAKE LODGE, LTD., a Fla. limited partnership Please return checklist for review and verification. By: Beckett Lake, '/I "c., a Florida corporation, Gene 0a _Date: 5/11/05 By : (Signa a of applicant) Robert T. yle, Secretary RECEIVED ,012 S: application forms/development review/comprehensive landscape program application.doc MAY 12 Lu?5 l';a91- 3 o 3 PLANNING DEPARTMENT Cdr OF CLEARWATER 0 0 ORIGINAL. EXHIBIT "A" TO COMPREHENSIVE LANDSCAPE PROGRAM APPLICATION FLD2005-03030 - 2155 Montclair Road This application is submitted in conjunction with an application for flexible development approval for a residential infill redevelopment project to allow the expansion of the existing assisted living facility on the site with an Alzheimer's memory support facility. The proposed development is described in detail in the applicant's flexible development application. RECEVED Written Submittal Requirements MAY 12 2035 MANNING DEPARTMENT' 1) Architectural Theme. CITY OFCLEARWAYER 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. 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. The applicant submits this application because the site does not meet the minimum standard of a 5-foot wide planting area adjoining the building foundation along the north and east sides of the building. Along the north and east sides of the building the planting area ranges from 3 to 5 feet in width. The building footprint is confined by the Preservation buffer area to the south and the parking area to the north. In order to provide the maximum possible buffer from the Preservation area the building footprint can not be moved to the south. This results in a reduced landscape area between the building and parking area. In some locations, such as between the parking area and Montclair Road, the proposed landscape buffer exceeds minimum landscaping standards. 2) Lighting. Any lighting proposed as a part of a Comprehensive Landscape Program is automatically controlled so that the lighting is turned off when the business is closed. 0 0 ORIGINAL Due to the use as an assisted living facility, 24 hour lighting is essential to the health, safety and welfare of the residents, employees and passersby. The proposed lighting does not intrude into neighboring residences. 3) Community Character. The landscape treatment proposed in the Comprehensive Landscape Program will enhance the community character of the City of Clearwater. As shown on the enclosed plan, the proposed landscaping is a significant enhancement to the existing landscaping on the property. The beautification of this site has a favorable impact on the community character. 4) 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 level of landscape treatment proposed exceeds the code minimum standards in some locations and will create a beneficial impact on surrounding property values. 5) 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. Not applicable. 5/12/2005 10:39 AM 40609.100935 #345547 v1 - Beckett Lake/Ex to Comp Landscape RECEIVED MA";" 12 2005 PLANNING DEPARTMENT CRY OF CLEARWATER FRQM':CityOfC1earwater-P1an?t FAX NO. :727 562 4865 Jan. 24 2005 01:04PM P2 ORIGINAL CITY OF CLEARWATER APPLICATION FOR TRANSFER OF DEVELOPMENT RIGHTS PLANNING & DEVELOPMENT SERVICES MUNICIPAL S811VICES BUILDINO 100 SOUTH MYRTLE AVENUE, TA FLOOR PHONE (813)-562.4567 FAX (813) 562-4576 r?rr?.I?.r1IV i m mw miciv 1 IIVrUKMA I IUN: APPucmrsNAME Beckett Lake Lodge, Ltd., a Florida limited partnership MAILING ADDRESS 2155 Montclair Road, Clearwater, FL 33763 PHONE NUMBER 727-297-7.257 (Bob Boyle) FAXNUMBER • 727-441-4223 AdENT NAME Roger A. Larson, Esquire Johnson,- nson, ope, o or, uppe burns, IMP MAILING ADDRESS _ P. 0. Box 1368, Clearwater, FL.. 33757-1368 PHONE NUMBER 727-461-1818 FAX NUMBER : 727-462-0365 SITE TO WHICH THE TDR WILL BE TRANSFERRED (receiver site): PROPERTY OWNER Beckett Lake Lodge, Ltd., a Florida limited partnership MAILING ADDRESS 2155 Montclair Road, Clearwater, FL. 33763 PHONE NUMBER 727-297-7257 FAXNUMBER 727-441-4223 LEGAL DESCRIPTION See Exhibit "A" attached. OF IN METES AM BOUNDS, ATTACH A SEPARATE OHM) STREET ADDRESS 2155 Montclair Road PARCEL NUMBER Portion of Parcel No. 01/29/15/00000/140/0100 ZONING DISTRICT MDR (Land use designation: RLM) SIZE OF SITE 5.91 acres CURRENT USE OF THE PROPERTY Assisted living facility MAY 12 205 1 x OF HOTEL ROOMS, OWELLINO UNITS, COMMERCIAL FLOOR AREA, VACANT) HOW MANY DEVELOPMENT RIGHTS ARE ALLOCATED TO THIS SITE? 59 units PLANNING DEPARTMENT HOW MANY DEVELOPMENT RIGHTS ARE BEING TRANSFERRED? 1 unit. HAVE DEVELOPMENT RIGHTS PREVIOUSLY BEEN TRANSFERRED TO OR FROM THIS PROPERTY? YES X NO IF YES, HOW MANY DEVELOPMENT RIGHTS HAVE 6EEN TRANSFERRED? N/A IS A HEIGHT INCREASE REQUESTED? YES X NO IF YES, HEIGHT REQUESTED: Page 1 of 2 FROM :CityOfClearwater-Plan Do FAX NO. :727 562 4865 On. 24 2005 01:04PM P3 SITE FRAM, WHICH THE TDR WILL BE TRANSFERRED (sender site): PROPERTY OWNER Beckett Lake Lodge, Ltd., a Florida limited partnership MAILING ADDRESS 2155 Montclair Road, Clearwater, FL 33763 PHONENUMBER 727-297-7257 FAX NUMBER: 727-441-4223 LEGAL DESCRIPTION See Exhibit "B" attached. OF IN METES AND SOUNPa, ATTACH A SsPARATQ SHM STREET ADDRESS 2155 Montclair Road PARCEL NUMBER Portion of Parcel No. 01/29/15/00000/140/0100 ZONING DISTRICT Preservation (Land use designation: Preservation) SIZE OF SITE 1.049 acres CURRENT USE OF THE Wetland area APR 1 1 2C.43 PROPERTY • I 0 OF HOTEL ROOMS, DWELLING UNITS, COMMERCIAL FLOOR AREA, VACANT) HOW MANY DEVELOPMENT RIGHTS ARE ALLOCATED TO THIS SITE? 1 unit HOW MANY DEVELOPMENT RIGHTS ARE BEING TRANSFERRED? 1 unit HAVE DEVELOPMENT RIGHTS PREVIOUSLY BEEN TRANSFERRED TO OR FROM THIS PROPERTY? YES X NO THE FOLLOWING INFORMATION MUST BE SUBMITTED WITH THE APPLICATION: COPY OF THE WARRANTY DEED OF OWNERSHIP OR CONTRACT TO PURCHASE THE RECEIVE=R SITE; _ STATEMENT THAT THE DEED OF TRANSFER WILL BE RECORDED PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. _ STATEMENT THAT THE DEVELOPMENT RIGHTS REFLECTED IN THE INSTRUMENT OF CONVEYANCE HAVE NOT BEEN CONVEYED TO ANOTHER PERSON. STATEMENT THAT THE DEVELOPMENT RIGHTS HAVE NOT BEEN PREVIOUSLY USED OR EXERCISED BY ANOTHER PERSON. SEALED SURVEY FOR BOTH THE SENDER AND THE RECEIVER SITES WITH THE SQUARE FOOTAGE OR ACREAGE OF EACH SITE. COPY OF THE ZONING MAPS WITH SENDER AND RECEIVER SITE CLEARLY HIGHLIGHTED AND LABELED I, the undersigned, acknowledge that all representations made in this application are true and accurate to the best of my knowledge. BECKETT LAKE LODGE, LTD., a Florida limited partnership By: MM&4 Lake, Inc., General Partner By: '/ Signatufs df propart r or representative Robert . Boyle, Secretary STATE OF FLORIDA, COUNTY OF PINELLAS Swom to and subscribed before me this $t7t_ day of April A_D.,-'% 005 to me and/or by Robert T. Boyle, as Secy. , who is personally known itilent ficat - 19 tary pu lic, my commlaaion expires; Jayne E. Sears *of Becke Lake, Inc., General Partner of MY COMMISSION N DD041066 EXPIRES September 2, 2005 DCl:1SC LL Laid/' LUUIjC, Uuu. Page 2 of 2 i ? "'°'TA ORIGINAL DESCRIPTION: (UPLAND PARCEL) A PORTION OF THtr OR?HEAST 114 OF THE SOUTNL BAST 114 : OF AWE NORI'NLAST J/4 OF SECTfON 1; TOWNSHIP 29 SbLrTH, . 'ANE 15 F457 ?f`Tl1&'RViTH XHE `EAST 17 41. FEET OF TAE M WE . T 1/4 O,?` THE' SdUTH?4?T 1?4 OF .THE NC71THAS` 1 OF .SECf70N 1, TOINNSN/P 29 SOt;/TH, fdIGE 15 ;f}tST PINEL_LAS: COt/ITY, FLaRIDA BEING MORE PARTIGULA?LY rDt SCJF?IBL?L? AS FOLLOWS COMMENCE CQMM 'NCE AT THE NQI7THEAST CORNER OF .THE 1?E, THE SE 1-4 OF THE NE I. THENCE RUIN .S`:OO 35' 4 "E, ; A DISTANCE OF 373 23 FEET TO' fiHE JURISDICTIONAL 1l1VE FOR A POlN7 OF BEGINNING,` THENCE N 6.-9'41 '.14 "W , A DISTANNCE OF 4 fi. 72 FEET;' THt"NC N.52'44'60"W.., A DISTANCE OF 84:22 FEET, THENCE N:OS'46'43"E, A &STANCE DF .9:22 FEET; THENCE N4221'47"W., :.ADISTANCE OF 28, 58 FEET; THENCE N 50'46'29 "W ; A f.?IS ANC ' 26:67 BEEF : THENCE Nf48`14 56W.. A DISTANCES OF 52:.16 .FE`ET? THENCE /V. 47'.12 '4 77W r4 1415.TANCE OF 55.17 FEET THEI yCE .... . N 425' A Q15V NCC -0F 49: FEET; THENCE. 5.42'4 2 `,19. "W., : . A pISTA/NCE OF 53;;38. FEET, THENCE. N-82 ' 12'32''W:, A: , I?IS7.., : Of , 33 66 F -47 THE1?rCE S. 42'28 '26 A DISTANCE OF: ` .3 >i7"ET THENCE S 32'16:'-l 1 "WA DISTANCE OF 42 1$: FL`ET THENCE ' S 33'4C1'0 g"fti!; A L1/STANCE OF ,38 (?5 FEET TfIENCIr` 7"?i!,. A -DISTANCES 0 42,•52 --FEET. TH,E`NCE S;66 40:'57 "N?;; ArSANCE Zf' 32:67 FEET, THENCE S: 44!'48 tg . "W A_ DISTANCE OF 23.:0 FEE ; . THENCE, S 5X5'38"W , A LISTANCE OF 59'92 FEET THL•`NCE S.44*., 13 E , A Q91?TANCE OF $1 76 FEU; : THENE ,S.19 1,71 0'E A ..DISTANCE fOF95 FEET TFIL`NCE S. 23'53'9 It. A DISTANCE' OF. 41.42 . FELT THEfVCE 5..13D 57'45"W , A DISTANCE OF 41,. 6 THENCE' S. 04' 10',39 "W ; A l DISTANCE OF 44.20 FEET, Tt fE11fGE S 01.14415 1' £ , A DfS MYCE OF. 4g 06 FEET TO THEr 80NTht B0UNLb4RY OF THE NORTHEAST 1 4._ 0, THE, SOUFHEAST 1/4 Of" l7et l?lORTH AST, 114 OF Sze/D SECTION THEA CE N.89 21.'41W , A: bI CE . OF 207:87 FEET TO THE EAST CINE ..OF BECKETT LA E„ A 15 RECORDED IN PLAT BOOK 65; PAGE 95,:: PUBLIC R4ti??F PIINELL.AS. COUNTY FLORIDA, THL?NC N D4'3 'S9 "W, A? UI IL;µ S AID EAST DINE OF. BECKL TT LAKE .ESTA-TES, 'A OfSTANCE Lr?0 97 FEET TO THE SOUTH RIGHT . F {NAY LINE OF ?1aNT Art? : 'TIA"17, THENCE S8 9*35 J2% r, ALONG SAAD SOUTH RIGHT SAY` LliNtr, A DISTANCE OF 688.1 1 .:FEET TO 1"HE PO1NT OF BINI1f1IV; ., tz CONTAINING 5 975. ACRES MORE OR LESS RECEIVED MAY 12 2005 PLANNING DEPARTMENT CRV Car- CLEAMAIATCV 0 • EXHIBIT B ORIGINAL DESCRIPrIQ(PRESERVATION PAR,CEL COMMENCE AT THE lVaRlN CRlVE'Fi? OFkE JVE i/4 OF THE SE 1/4 OF THE NE. 1,r4, H tbl RUN 00 -5 4,`'E, A : FSTANCE bF 37,3 2,3 FEEJ' TO T? JU'lrlONA1 NE',4 F'(3!lVT CAF 1GlNN/NG . tt`fVCE /V X9'47 rf A ©IAIVG:Cf`6.. BEET;. THENCE N A lSTAlV 0' 842 `1`HENCE IV 05'46'43 °'E`, A' C?/STANCE OF 1 22 FEE'1; THEl1lCE .1?f.4221 '47 A DISTANCE OF 2$ '" 3 E'!'r Tt .- CFA MV 46 "r A L?/STANCE . 26.117' BEET, THEN,', DISA1 DF' S 1': FEAT.: A4 7"-t,2`4 3' tSTA. SFE1'; :THENCE .; IV 54f5'45 ",, /O1VG?L ,I `Ia? 95 FCE` .542`42'19 "W qr. 1 A OCSTANCE 0 7. 5,3 . F ; r GE N 8z?"'t ?;,- A DISTANCE OF i"lJJ FEEJi . T f 1,VT` S,F ?t 'W ,A I? aF 4 I'.36 FEET . THENCE 32'36rr r " A OF 4,2,y_J, SET; THENCE 33.4.d'a8-"'W , A 411S CE CE K 05 : ' ` ICE 5 53't12' 17 "W , A -DISTANCE OF 4 5 TE T? ENCE ' .,.; •,? i4 DISTANCE. OF 32 6 . FEET; TNENCE :S 44>48 ` 0-.23.05. FEET; THENCE S: 25 `55 `a36 " AlA (F 5 x; 2 FE THENCE S.-04U5'13 F, A:`t11 Tr iC :S 19'58'07."E., A DISTANCE OF 59,5 FEETi -e CEt5",f'S9"E.. ;4 blS3ANCE OF. 41 42 FEET; THEI?IG'E 5>DD' r ` A z? SCE dF, 41 16 FEET, THENCE S 0 w 4''39 " q a E'EET, THENCE'. 5:01 6 1 " A I?1,T,ONCE D6 SOU7"E1 BOUNDARY OF E IOTifTNEAST/4 SpC!`r , l` THE NQFTlIEAST 114 OF W SECT/. N f, 5 9R ;:DISTANCE Df 105.42 FEET THENCE N ., W A CE Qf" 11 S: 26 F€ET tyFS7 Fes- ?4F4 '1~T, THENCE 4"t . THENCE N. 21 37`17 °W _, A, " v ? a . N 3a 17' S2, A o/sTAN' : iV 19 b 31 'N!; A. DISTANCE OE :25 9 1- T E X11, X 6 fT: ', A DISTANCE . OF 78 F ET;: Ti°1E1VC' nl . 2y AOF Ei6,18` f EET; Tf IE/YCE' N 63 39'07A bl U. 105 ,3 F EE7; THENCE /1f 6?`5 f '20 A . DISTANCE, ` + 4'. .0 E` ETy H A DISTANCE OF S 78 <•1 F ;E A . DlST`ANCE OF 94.35 FEET; THENCE +4d"E A !ISTAIVCE OF 19 . 64 FEET; .. THENCE' 5.54' l 7'2d µE r. AAE CJE 4 f T: THE S 56'20'027,';. A DISTANCE: Ox` 17 FEq-, EIrICE 5:59 4fT <31 "E, A DISTANCE: OF ,46 jyCE 5 8 'p 1 "f '"E, A` D1StANCE OF 19.30 f EET, THENCE N:aa`3 A DISTANCE OF 1 I:64. FEET TQ THE PONT OF BEGINNING, CQNTAWRY 1.0¢9 ACRES, MORE OR` 'LESS. RE(m;*l%vgED MAY 12 2005 PLANNING DEPARTMENT CITY OF CLEARWATER • 2155 Montclair Zonin T PI Nrsr?+egian Oriv6 r Spanish Drive , ?` l 3 l? ® Legend s tarter o Driv-0 EaMI3 ,,,/ stfoets ? cs ?" ? i??rts Zoning o. lltil?E?lair?RGald ? ? Za ?)5 MOf ITC AIR RD LTL. ., ! t y/ pJp??y S ILMDR a J? G?? C 5X? i? s ,\ cy s Jt1?15Ct.?'t31i"F? ?O L? _ ; ? I II u e ?' ?. It> Ig tDrive, "T ??1pR C Q _= z r 1? _ - 1RT ? ? awn \ I - Se.nd ng SI fie RZCe- IVil'n Stfie Zon inc It M Df2. Zor In,5: P 0 APR 1 1 2; ?? C' J • 2155 Montclair Land Use 0 j x RL M j NorW&gian Drive— A/ SLM9tS 4 SEA ?tish Drive Fl= b1 El parcelo. Future Land Use WATER Charter t3aks,Drivc ti 8 a _ R - Montclair kdd 6 x`15 EMT,- NA 1,,)TLLA{P, PzD? sa Laft {?C 3? ^ RAM T rEt lv# r, s .? R1OIR ± ? r StlriSCtt3intLl' 0 G ? ? G RM 6 CG ?`?,4lbr ?r3?# r TItJ S?hc?tn S?tG : c Land u.?e •. P §? ., Reee? vi 5 Sates kand USe,: ALM ORIGINAL - "`R i "C,05 ORIGINAL _ ACCT KPRtM F. DE bLM, DM OF COLPT _ PIKM CtXJHiY, FLORIDA 9!'683609 1120-2000 09:55:12 JiF wr 51 DED-um LfiKE LM ` 11& US&MOM WM"d by FEES -- abd r+etar% W: PoTr W: UPG: EPG. = David A. Boom, Esq. Rr RMN 002 M0 1 $10.50 2959 First Avcnuc Noah Fig`-' DX STAB' - D09 3 57,000.00 St. Peterslxug, Florida 33713 - ..11C L70' f TOTAL: $7,010.50 WARRANTY DEED P DEN NI.TEIO?EILeD: $79010.50 CIMW' IM THIS WARRANTY DEED is a and executed this ? day of Septef tween the parties named as Giantorand as Grantee below: GRANTOR ASCOT DEVELOPMENT CORPORATION, a Florida corporation GRANTEE: BECXEI°T LAKE LODGE, LTD., a Florida limited partnership 00-35 1 1 89 NOV-20_2000 10:01 GRANTEE ADDRESS: 2901 Rigsby Lane P lNC-LRS CO 13K 11126 p0 Safety Harbor, FL 34695 1??lQlp,9l??? WITNESSETH: THAT the undersigned GRANTOR, for and in consideration of the sum of TEN DOLLAP.S ($I o.00) and for other good and valuable consideration paid by the GRANTEE' mxipt and sufficiency of which arc hereby acknowledged byGRANTOR, has granted, bargained, sold and conveyed, and bythis instrument does grant, b argain, sell, convey and confirm unto GRANTEE, and to the assigns and successors ininterest ofGRANTEE, O that certain real property described below: LEGAL DESCRIPTION: The Northeast U4 of the Southeast 1/4 of the Northeast 1/4 of Section 1, Township 29 South, Range 15 East, Pinellas County, Flortdt, together with the East 17.41 feet of the Northwest 1/4 of the Southeast 1/4 of the Northeast 1/4 of i Section I, Towaship 29 Soatb, Range I5 East, Pintlits County, lti'Mrida, LESS road right ofway. TAX PARCEL IID: 01/29/15/00000/140/0100 i 3 SUBJECT TO: I . Taxes for the year 2000 and all subsequent years 2. Conservation Easennent Agreement recorded in O.R- Book 9313, Page 398. 1 3- Development Agr=x-art by and between Helen L_ Brown, Judith Dennis, Glezrda Walden and Patricia Wilkinson, as Tenants in Common (the Owners) and Pinellas County, a political subdivision of the State of Florida and Pannon Enterprises, Ltd. (Developer) recorded in O.R. Book 9282, Page 254. TOGETHER WITH alt tenements, hereditamettts and appurtenapces, and with every privilege, right, title interest and estate thereto belonging or in anywise appertaining, TO HAVE AND TO HOLD, in fee simple, absolute and forever. 1 t RECHIVED MAY 12 2005 PLANNING; DEPARTMENT ' CITY OF CLEARWATER 'ORIGINAL P INELLRS COUNTY FLR. OFF.REC-eK 11126 PG 179 AND GRANrORdocscovenatitandwarrant. that GRANTORiulawfullyseizedofthesubjcctprcn ises, free from all clainM I ens or encumbrances except those herein-above stated, with good and lawful right, power and authority to bcreby convey the sama to GRANTEE; and GRANTOR further hereby warrants the title to the land above described, and will dcfcnd the same against the lawfid chfim of all persons whonrsoever. IN WITNESS WIMREOF, the GRANTOR has caused this WARRANTY DEED to be duly executed upon the date fast above written. Witnesses: P, H.- a . ?.DwaQ.as STATE OF E?L!)6v COUNTY OF u (-[±! j. ASCOT DEVELOPMENT CORPORATION, a Florida corporation By: JO D. WIISON, its Prt:sident BEFORE ME pcsonaily appeared JOHN D. VHMN to me well known or who bas produced his drive's license as identification, and known to be the individual described in and who executed the foregoing instvment as President of ASCOT DEVELOPMENT CORPORATION, a Florida corporation, severally acimowtodgodto Pnd before me that he exec wW such instrument as an o6= ofsaid corporation, and that the seat affixed to the foregoing instrument is the corporate seat and that it was affixed by due mad regular omperate authority and that said imsstrtanent is the fi-w act and dad ofsaid caq)=tioo. Witness my hand and official seal 614 day ofSeptemben 2000. 1 tt Vc, My Commission tit rY.l ?' a c?lt? /? ?c NOTARY PiIBLIC v PIDECEWED MAY 12 2005 PLANNING DEPARTMENT CITY OF CLEARWATER • 46 AFFIDAVIT OF OWNER STATE OF FLORIDA ) COUNTY OF PINELLAS ) BEFORE ME, the undersigned authority duly authorized to administer oaths and take acknowledgments, personally appeared Robert T. Boyle, as Secretary of BECKETT LAKE, INC., a Florida corporation, General Partner of BECKETT LAKE LODGE, LTD., a Florida limited partnership ("Partnership"), who [is personally known to me] [prc `Cd a s4dedtifjcat+en} and who, being first duly sworn, deposes and says that: 1. Partnership is the owner of the real property described on Exhibit "A" attached hereto and incorporated herein ("Sender Site"), which is the "Sender Site" in that certain Application for Transfer of Development Rights (the "Application") submitted to the City of Clearwater by Partnership. 2. Partnership is the owner of the one unit of density ("Development Rights") proposed to be transferred as described in the Application. 3. As of the date of this Affidavit, the Development Rights have not been transferred to any other person or entity. 4. As of the date of this Affidavit, the Development Rights have not been previously used or exercised by any person or entity on the Sender Site or any other parcel of land. APR 1 1 2fU5 ORIGINAL 5. In the event the Application is approved, a special warranty deed transferring the Development Rights will be recorded in the Public Records of Pinellas County, Florida, prior to issuance of a building permit. FURTHER AFFIANT SAITH NOT. BECKETT LAKE LODGE, LTD., a Florida limited partnership By: Beckett Lake, Inc., a Florida corporation By: (106 - Ro T. Boyle Sec ry SWORN TO, subscribed and acknowledged before me this April 8 , 2005. `Kota Public 04/08/05 08:55 AM d-1 40609.100935 #342817 v1 Print name: 7-a.yn e- E. 5,6.ar5 My commission expires: "Tr'o6 • Jayne E. Sears MYCOMMISSION# DD041066 EXPIRES September 2, 2005 ?.F od• cD; BONDED THRU TROY FAIN INSURANCE, INC IVNIONO "PR 1 1 20 05 -2- EXHIBIT A DESCRIPTION. (PRESERYAT16N % PAM? EL,) COMMENCE AT THE NORTHE`AS 'ORNER OF rH, WE i/4 OF THE SC 1/4 Of` THE NE 1,/?4, tNENOE RUN S 00'3554 A t3/STANCE OF 373.2,3 FEET TO THE JURIS01 TIONAL` .N ?OR'A PANT QF BEGINNING THCN.cc N 69'41 ' 14A D15.* ' OF' 46 72 FEET; THENCE N 5,x`445. W„ A DISTANO OF &4:22 FEET; THENCE' N.65'46''43"E , A?. DISTANCE OF 1 22 FEET; THENCE N.42'21 '47W., A DISTANCE OF c8 58 FEET, . T! C£ N .0 46': 9'W : A DISTANCE 26.B7`, FEET, THr-WiF N.48 X4 5 A L I AI?12OE' Df 5z 1:,6 .FEET, Tf1VCE N 47 32, 7'!; °A DlST,4 OF 51 7 ;FEET• ?tIENCE M547545 "W;, A TISTANCE OF 95 FE,£T, .THENCE S X2'42'19 "W , A DISTANCE'' l`JF 53 3$ FEETy` GE N. 82'1A DISTANCE OF .3366 FEET, THENCE S 4?`"W # i?15fiANCE OF 4 1.36 FEET.• THENCE S 32'3'f l fit!, A DISTNE, lF 4.18 MEET;: THE/VCE S: 33'4.0'08 "W , A DISiAl?1C 05 F`ET; ' T1lE'CE S< .53'02' 17 "W., A DISTANCE OF 4 52 fE, ' THRICE S6l46 '5 1 IV., A DISTANCE OF 32 6 FEE7; THE NC'E S 4'48'.1$ ; A D], 'Cf. OF 23.05 FEET; THENCE s,25-65'j 8"1y, A' DISrAN OF a9 $, F£€X: THEIVCE 5:04'35 13"E., A 't lS?TANCE 5 . ,.THENCE S19'58'07"E., A DISTANCE OF 59j5a FEET, CE 5: 3`53'59 "E.., .A bISI'AN. CE OF.. 4142 FEfT; THENCE` S CtQ 57. ?. ; A PISTA/YGE OF 41.16 FEET THENCE S- 04' 1439 i , A LN aT ,4 FEET; THENCE 5: 01 4 4'S 1 E. A dl,ST,4NCE i 06 'fF TO mE SOUTH BOUNDARY OF T`IME' NORTHEAST 1/4 0 iSOUt1lEA51" 1 4 4F TH£ NORTHEAST dF SAID Sf CTION 1, T°1 S 89` 1 A :DISTANCE OF' 105 42 FEET; THENCE N 21 t.1A ?IS1ICE CAF 17,6 26 _ FEET; THENCE N.2 137' 4 7 "W 1?15`fiAN X01=' ?'4 ?` f?FT; THENCE . IV:J0`1 7.52 "W,,_ W , A DlSTAN OIL 7,; 3, F't;CE IV. 19 03,',37 A: DISTANCE Or 2 92 F'ET, TIiICCE N 3,3 26 ,0 E ,, A DISTANCE - OF 30:78 FEET, TNE`NCE Nat 5'fi A iIS`TANGE DF 66.15 FEET; THENCE IV 63`39 "07"E , A b(STA f?E DE` r d ? 2?J -F THENCE N. 69'51 '20 "E , A . DISTANCE OF , 41 ET,"ElENE S. 66'04 :47 "E' , A DISTANCE OF 58.3 3 .FAT; r THENCE S .78 1656 A .DISTANCE OF 94.35 FEET; THENG'E S 4r ©'"E, 4 DISTANCE OFF 19.04 :FEET; THENCE" S.54 ``17'20 "f , '.?44T41' AIVOE OF ; FEET; THENCE` 5.56 20'02 "E A DlSTANG OF 17 FE'T, TNEIVGE S 59, 4.1 '3 l 'E , A DISTANCE OF.46,36 FEET, :THENCE 5:88'O:I '1 z? "E , A :DISTANCE OF 19.30 FEET; THENCE N.00`35'S4 "W., A DISTANCE OF ` 11: 64 FEET TO THE POINT OF BEGINNING; CONTAINING 1:049 ACRES; MORE OR LESS. ORIGINAL ?;PR 1 1 2i Z3 Locate Help Exit • RU 0 a LMDR • j? Clearwater Zoning -.-..._---- - ---_,- -- -------? . Layers qj parcel nformation click on dot) R L 'tr z1treets ='arcels suture Land Use • O Zoning j Aerial Photo r -tx?sw Exact Address Search Parcel ID Search approximate address or Intersection Search Find the location of interest and follow the prodded instructions. To return to this page, use the ' Locate' menu on the top of the screen. 1,C Scale: 1:1,803 Map: 259194.51, 1330782.78 --Image: 698 , 83 Flood Code Codes ?J47_-r-- MDR •0 T7bL b:K__ RLM WATER ( -1 ReNwh %lapAulynsWaIM Legend ? Parcx dot) Paree FuturE- ¦ R? ¦ R- RJ ¦ R..1 ¦ RN 1W^ v Internet 0 • ORIGINAL Beckett Lake Lodge Parking Study Based on the attached Parking Lot Analysis conducted at Beckett Lake Lodge ALF during the month of February it was determined that the "peak" time of day for the community's parking lot is between Noon and 3 p.m. when they average 44 occupied and 28 unoccupied parking spaces, out of a total of 72 parking spaces. Given that there are 29 employees during those hours and 8 resident vehicles we know that 37 of the 44 occupied spaces are either residents or employees of the community. Therefore we can assume that the remaining 7 spaces are visitors. The Phase II Alzheimer's building will have an additional 14 employees during the Noon - 3 p.m. "peak" time. Because the Alzheimer's building is half the occupancy of the current ALF (120 residents in the ALF and 60 residents in the Alzheimer's building) it is assumed that building will generate about half the amount of visitors, or 4 vehicles. The 4 visitors plus the 14 employees totals 18 additional vehicles. Therefore, 44 spaces for the current ALF plus 18 spaces for the Alzheimer's building totals 62 parking spaces. To conclude, based on the above analysis we believe the current 72 parking spaces at Beckett Lake Lodge are more than enough, by 10 spaces, to accommodate both buildings. Other Considerations Currently, Beckett Lake Lodge is licensed by the State of Florida for 130 beds. In three years of operation Beckett Lake's census has not been above 121, residents. But when Beckett Lake was originally constructed the community was required to provide parking spaces for the entire 144 beds the property was then approved for. Therefore the current 72 parking spaces represent 7 additional spaces than the community is licensed for, and 12 more spaces than the historical high census. Beckett Lake Lodge has a 25 passenger bus used for various kinds of transportation provided to residents of the community. This includes transportation for shopping, banking, social outings and medical appointments. Many of the special events for residents of the community, particularly during the holidays, consist of programs performed by school aged children where transportation is provided by a bus. From time to time the community employs individuals who utilize forms of public transportation such as buses and taxi cabs. There are individuals the community emplo s nQ L t o y who rely on friends and family members to provide trans ortatio t d f "' p n o an rom the workplace. f.At w Beckett Lake Lodge may be eligible for a 25% reduction in parking spaces due to C consideration of specimen oak trees. The present code would require Beckett Lake to y provide parking spaces for the total of 180 beds, which translates into 90 parking spaces. A reduction of 25% from'the total of 90 parking spaces yields 67.5 parking spaces. There CL are, currently 72 parking spaces at the community 4 ORIGINAL BECKETT LAKE ALF EMPTY PARKING SPACES TOTAL OF 72 SPACES DATE DAY 8 A.M. NOON 3 P.M. 7 P M 1-Feb T 26 27 28 . . 36 2-Feb w 28 27 32 34 3-Feb TH 25 26 30 36 4-Feb F 28 25 27 33 5-Feb S 40 34 36 40 6-Feb SU 42 30 40 42 7-Feb m 28 34 34 35 8-Feb T 29 36 9-Feb w 30 34 10-Feb TH 27 11-Feb F 30 26 28 12-Feb S 38 34 31 41 13-Jan SU 44 32 27 42 14-Feb m 27 26 29 36 15-Feb T 27 23 30 34 16-Feb w 30 28 27 36 17-Feb TH 26 34 18-Feb F 36 32 35 19-Feb S 20-Feb SU 21-Feb m 29 27 27 36 22-Feb T 38 23-Feb w 30 25 26 35. 24-Feb TH 32 30 25 40 25-Feb F 28 29 27 38 26-Feb s 38 32 34 27-Feb SU 28-Feb m Avg 31 29 30 37 Avg w/out 29 28 .28 36 Sat/Sun RECEIVED r,,',AY 12 2005 PLANNING DEPARTMENT CITY OF CLEARWATER 0 Keith Zayac & Associates, Inc. Civil Engineering, Landscape Architecture, Planning March 31, 2005 Mr. Bennett Elbo City of Clearwater 100 S. Myrtle Ave. Clearwater, FL 33756 RE:BECKETT LAKE PROJECT TRAFFIC STUDY Dear Mr. Elbo: ? ORIGINAL 701 S. Enterprise Road E., Ste 404 Safety Harbor, FL 34695 (727) 793-9888 Phone (727) 793-9855 Fax keith(a*eithzayac. corn This letter is provided as part of our Development Application for the Beckett Lake ALF project. Based on our meeting on March 1, 2005 it is our understanding that a traffic impact study will not be required. This understanding was based on the assessment that our project will not significantly impact the roadway network above what is currently developed on the parcels. Thanks for your assistance concerning this matter S Kdith E. Zayac, P.E., RLA President Keith Zayac & Associates, Inc. RECEIVED MAY 12 2005 PLANNING DEPARTMENT CITVOF CLEARWATER - 1 11 ------ ---------------- II II i I I 1 I + X16_ I li I III Ii i II I 11 na I §n II 2 II t I1 ?n III ,I I II I? 11 II ?I I! 1 I I\ I ) I? 11 I1 II II ?I (I 1 III II I GRAPHIC' 11A1,E LEGEND 1P • •? iTPIC. PPOPEPIY LmE PROOSED -EL 511)4 PROPOSED SgEBALH PRDROSED ASPHALT 11OP09ED TYPE -I CURB aHpw- IN11 RftR I--SCARE - - - - - - .1-D BUFFER COMPEN-ON MT4ND BUFFER ARE.t GENERAL NOTES: 1 ENGNEER KEITH ZA11C k ASSOCAIES, mC /LANDSCAPE ARCHITECT 701 ENTERPRISE 90AD EAST, SUITE 101 SAFETY HARBOR, FL 31695 (7117 793-9888 But (727) 183-9855 0, 2. SITE ADDRESS/lOCwgON 2155 MONTELAIR ROAD CLEAR'NATER. FLORIDA PARCEL 1D. O1/29/f5/00000/110ftl100 ZONING: NOR .1URS LAND USE N . LM 3. PRESENT USE ASSSTED L -C FACILTY 1 DEVELOPED USE ASSISTED 11- FACILITY 5. TOTAL SIZE AREA 162,77971 SF (106] AC) UPLAND: 257.635 OS SF (5.91 AC) BETLAND: 205,Ia169 9 (171 AC) 6 SETBAC- VWHtED 25' FRONT 81.90' (TO BLDG.) 2128 (TO PYMT) 5' SIDE 5335 (TD BLDG.) ' 500 (TO PWT.) 10 REAR 319.81 (TO BLDG.) rEn6ND BuiFEq ARE bPAti! D 765 9 707 FADIH: ,. 68811 33 4 IOTU 7 ALLOMABLE MAx HEIGHT 30-50 FT BLDG. HEIGHT 58(PROPOSED) AP.ANO uF[P ARiP ?OMK 50-0' IEAISIING) 911 9 B SOLID WASTE DUMPSTER MILL BE LOCATED BETNEEN BUILDINGS 9 ALL DISTURBED AREAS h3I.. RICHI-OF- 1 SHALL BE SODDED. 10 FNO00 ZPVE: Z T S PROPERTY LIES 'MTHIN FL00D ZONE 'I( AS DEPICTED ON FEM- FLOOD INSURANCE RATE MAP N0. 11103001260 GATED SCPTCMBER 1. 2003 1 THERE IS NO KW FREESTANDING SGNS PROPOSED IMN THIS PROJECT 12 UTL ITF EASEMENTS ARE IDENTIFIED 81 THE SURVEI ON THIS PROPERTY 13 WETLAND LIMITS HAVE BEEN SURVEYED AND ARE LOCATED ON THE PLANS M SIIF fMTA iABLi A. TOT. SITE AREA 18:,77971 9 (1062 ACt) W.-74 9 (1062 ACf) 21.00601 4 UPLAND AKI 25 635 U5 SF (5.01 AC) 257.5]]05 SF 1591 AC) PRE9gvITOx AREA (P) 15661: 33 N (I Y AC) 15.666 33 9 (105 ACl MA1ER FUTURE LAND USE PLAN (F1UP) 150,181 M 9 0.66 AC) 159.161.16 9 066 AC) 0 101. OPEN SPACE 399.116.16 9 1917 AC) )69.908 31 9 (619 AC) IIS69A 93 9 (025 AC MIN.) C B.Np 1OC_AI BUILDINC APEAS 26,7611 9 (DO6 1.) n2I1 11 9 (0 ID ISR) - 76.73100 9 10+.500.00 9 - E. SBEI 1,NECN79AbED .ifA 3515695 9 15,656.11 9 - I- MRE.-S AREA. 83.33126 9 (0.1A ISR) 9,^.07011 9' (020 15X) 311,)6181 SF 7015 NR) 6 PARH IO V- 72 -s 12 SPACES 09 (1 KR 1 KW,,1S) H -1IIIAR AREA 31.19A 10 9 1019301 9 - 1NRR. IWXARE AREA N/A 132916 9 ('009X) 1,019 9 Oft J FLF BED9 110 IB(I Paradise Development Group, Inc. nn mcerv uns IMImEnB B051, PEAASDA31698 ? Z(737)7-115 PAXE727) 1272037 NEJ I I1 Z A),\(: •.4`_>``+C: C.IATL.S. NC 411 I'll I i ??F t er?[o?s'•Yy r?rc, - A Ili. HRICR 183 BECKETT LAKE A.L.F. OVERALL SITE PLAN btt _'.IAn•..... ?xlwr C4 r i 11 ? I 1 ?I 1 •1 'v' "• S B9'JS J2" E era „' ? i LEGEND Paradise Development GRAPHIC SCALE Group, lnC. TIP T1FIC.L Y • L' ?••? PFOPERtt UNE l p trt O EXtSRNG TREE TO BE S.KD 8AP'R1tfINR®R, FLORIDA 19691 PRfINR n2et1MI116 PAR(lFl)T36I137 x EXISTING TREE TO BE REMOIED x ) X u it I I • Y j I a r l - .. L` r W ' L 1 1 I to / 1 ;I I • ( I '1 • t•lll Ly I I ?r u J 1 1 0, • ?i • ? not L m'?ewx ? I+ 1 • ` oFWaowmfs MLL?? xN i . +I li I - REQUIRED DISTANCES FROM TREE TRUNK TREE BARRIER 11 I XX i ; I i . ; , • 1 •. `? •• IYPM.IL PROTECTNE 89R1-t 1+ I+ 4a • I ' t •• I OVERALL PLANT LIST TREES TO BE REMOVED I • ' ' vwnwa.n.a On.nhYn lo.acc.. z,?c 04L I I' 11 • 1 I +. LiM,P.9. v.pi•i., s..,ID.v..uL.uoxr.t dx I ew cW?N•vwn•?..Mw6X,.•GI..L,FNr.t L?.a6? I +. i :+eP eMrP.xWU.nel.9.Pw+L,raTxr TnasroeB ae3+vrm II I e m n ew w ne • yM. ,ru .u:N t INTERIOR LANDSCAPE CALCULATIONS +I r I .- I it • • . bmFmw.n,•eNnwp',v«psaom.pon.•aw,.rs WT.taru.c -lx,eeion L.xorc6PeulEU-.,aa.<eaW II I I tb Ve vb«xn Mp«WLWi4+Mw VpmmLaON.RM.\20C. I' ,I • I e1 WF,quagYlNk•,xtll+Nw•ortaO.L VwICUM0a66RG•Xq+90.M of li wTfl9aL UMOSwP9n•.6,o0n aP ..,9 •!«•.ms I 'I I 11090 eY«M•eu++l lueoeW,..,aD,L ----_te.IlfalueD fI: - ?-I------M.+.Mw.«..Wgw, 364.gM.)1SOG---_-_----- iplLPellyL,rnw,s,nm ? GENERAL LANDSCAPE NOTES ,. +n< ?a«a« weo-«l« ,nen rm. de.tMq x+9.. w ?«ar.e, 10 P,eae. ««tn•< ara.eq. - 1-1. wr?e. I Nbr «?<na<a v«a a.al ?l«w nn Wsate e, xH,<rv wea< Nq , « xu« e. eaM<e h m< rose °>in°eat?'. ,soar.awr< ana eee«,m«lz.t«K: M:,ron a ow.L lna.arv 'e,q9« ero smm«a wr wr.«y wqm: J .a N roq Mwn a a«. <n « aaw ..x.mx. Ea eq xw ,r .n, e•a ae.«..,,«,elwn. e•.e „«? _« a AlM ,e/.n be tort 4zM 01 . 6- 39-10-1 led<la o, vet ,ne mvnavcluren ,o«r<et enaPon <«?u etroe •nx e qe eggwei. wa .ougnry e. u«n v, roe1, slew. ,s? nParv.ro9< cp `a« naavq?«<ly cln',nt? o ee -a e ? e?lr?«w, aem.n x l...e Pen. y n. Pry. n P.« , r Leea«?, «_,,.. <•rl e a? n 6 _ r eel q ?.<F<elro.. ,?X a .<me,.a q one ep ecea at ,^< vo?'ceee, e0« 'IV crivM ul l«Nam ,Wl a avpaN ey ,ne qly to. rot o mmmgn ?« vM.xy tae m : m n e:«.?.m,. oi,<r<vercro, City aProj klVmq<r ,,,m =q.earon. « l« «r«, ee m. «n m lM Le.m<q« -11 bb «m?a<Mt« o< ema<le. ,e. 10- le -t n. ...=.,.err eeen=em. P«roro ena ._...., Ie P« e?m lz roM ro~ ..l r n i. ln, ien ,<l ew u< ,P•at e<eee, of ..,ax um< inv Le.a.cwv =nnv=t tJ. ?y (127)a]9>-9aee` eeeen q xro ob.<?el v.a/vr ,«creelrov ,bn tr aMeetM to tn< Lma«v« /+<l-t«l T r. a .« «9ero,,mt.w?,o?,?a; wew?;:: ;z,m u,„roe• .«[Ple?aml ?eo ry °e ?f yea ,? Le ? ene??? ?a,<eP< me,«rol ..„enell«?. a,=,<Pen<„ ,nex 17. A' P I « l,, 0tv Pala<; `+? ee« ,e.etro eN L?,?,ae,< <«,r«t« a .e ea..ro.a rot,. +e. nn «,m•t, e.=ti rv r. to e. o.? e m m. •.a .o n?r.=mr ens«. an«.m .mr,?iy am.a ?n ?x. <w<uKm?«,. 10. Get 9,we y,y ngcel p-«m•«c0 vmoa t.11.xv.tx IM e=elocl •nrerme?kn.p ,. 23 11 -. dill- ..Ihl? 119ll V -y 1.1 b. ddl, IRRIGATION NOTES , tr.gve« •r««v, an «am<, la6x =««v« ev av «vvq,aa Pev iq., ra a 9e<geaa em M,iaee M ln. cvM.ecier. 1. .ec•roP 9<ee.i.o, -l e. ,o-t- em ePP w<a ey U. e:o 11, le m< l<a e.e .«<Pl< r , Prolmt Me e« n q?lae, e•. root . roi < w`? o « •ve o e «ele`Ac.., .., gs/e'.m<,L,n.t<n .?nlm uu •. «LM .n sy<um. e Tn. La cm +uePN ,vr tiro .t, ,1gm ,r,l•u:erP««t, .in e< ami a? «w<«x roee.n«lu.... nm?e ` - o w.. Ft. I FERTILIZATION l9>5 uq TF[f5 e=t1h11lb <en dim e'wle m(LOmvtZ root me«. I - 21 q 1 21 ob GROOxOCpEF MfAS ] - q t«Nt, UJ ro7AYAC'A5aOC1ATI-5 BECKETT LAKE A.L.F. cW3nYW Otu9WW? waoM LANDSCAPE PLAN mn Cl0 C G L PROJECT NAME: Beckett Lake?ACLF KZA PROJECT NO. KZA Project No:231:-03; DESIGNER: Keith Zayac DATE: Issue Date 5111/2005 4,422 cu ft:needed. (see 25 Year Calculation)' COMMENTS: DA#1 Buildinq and'Parkinq. RK F C`;- E ? V E D MAY 1 G 2005 W,PddIdING DEPARTMENT CIIYOF CLEARWAIER Top Volume Elevation: %80 Pond: Bottom Elevation: 57.00 Area of `Pond at To ,EI. s : 2,998:00 Area of 'Pond at Bottbm($f): 1,595:00 E ELEV 59:800 .....:.......................................... 59660 59:520 ........... ................................ 59:.380 .:59..........:.24_ ..0 .............................. 59:.100 58:.960 58:•820 58:.680 ................................................ 58.540 .....:................. ....... .................. 58:.400 58:260 58.1.20 ............................. 57.980 ....................... ...................:..... 57..840 ?57?Z00 57..560 V Oh TOTAL CR:HEAD VOLUME (ft). (cf). 0.140 6; 984:20 .......................................... 0.14 6,541169 ........ _.......... .. 0.14 611109.00 0.14 4,476.46 0.14 4,092'.87 .................... ...................... 0.14 3,719.11 .......... ............................... 0.14 3, .35'5'.17 0.14 .............:._............ 3,001.05' 0.14 2,656.75 r U.14 Y191 E51 .................. 0.14 . ........................ 1;682.78' ................. 0.14 ........................ 1;377.76 0.14 . 1'•,082:5, .............. .. 0.14 ........................ 797.19 0.14 521.64 0.000 27.70 pond volume.2[Tab] MAR S 1 [005 J Q CD 1..- CD w p?I RI 31 ?I ?I ?11 PLANNING DEPARTMENT CiN OF CLEARWATER I I I I I I I I T-- ? I \\ \\ ,\ E a 3" 0,*I I Ip>7 E weeoN - - ? 1 \\ \ wgw0ppe nR6 \ \ REQUIRED DISTANCES FROM TREE TRUNK TREE BARRIER I i , \1 I TYPGAL FROTECiNE 6WRIER I i I I era I i OVERALL PLANT LIST TREES TO BE REMOVED ( i I ? Ya.m<..pmn Rena??m„omnp.%„p-,zr_T,,. z_?e•G.N ' 1 1 pu r? ,\+w.am. uL.ucMl i Wµ uu.LM 0+4?uL.1?ONf.) LEM YaEE5i0BE REUO:ED 1 1 I i i »da o?p aq du Gad ».•TU ).u:x ./ INTERIOR LANDSCAPE CALCULATIONS i pa,,,miemv,ep.?.v.?»p..,.paan.]o.?axi.z].-o.e .INrERxmuxoaGLpE.R?a.<zp.taaE I i i i s»p•r.w+. s«qa,.»\•e?p«ntaotL.aNpaaac. pE„?,q,,,E,,,,u. w.pom ep u Pa?n a[ apaEU wTEwlEniOR,u+xurvG -111 ,D-1.aamsp i ' ) I ,m se epuR.egwM1 Srw earopn»,]rx , I I es N'Nwmywd«waD.L.axr.}vo.e. .,o%ceo RbR l.wosuwNn-ea3p.wep LEGEND GRAPHIC SCALE Tw me --•- paaanrr uNE eta Ef95RN0 TREE TO BE SA?Ep x E%IS-G TREE TO OE REN0IED GENERAL LANDSCAPE NOTES i. oan va v«t« d.e wee. d«,;^a e.m..a ,.«%«. b w.?a w<.u.. u,«•<p..na wm-.t. w,..«m :. I % x? sleaw°w°?«"°awwn Aunt.-. iw EWien, ,we .a r.aa« xo-n un. b wn.. ]. M dwnbp «wtl a avx n «caawwr «u Ur AmM xwe«ym a ene Gor« a raaeaa«» apwww wostma. <. ?p /u «,,. a i..w'u.a .;u, .yeTm.n ro-w-s wu«a « v« w n,.nr.a...n .«urKw„.: <«y,wce, .aN x Th. dw:p »p a u. pr,:n?a. wa?nbn a as t«a n e.peni< mama n i9?p _ N wp t°.?°°.a e?°?q et•w pna .m..- ro <w.«b. x : weaaw°w o-d..roew" m .aeu«m'°.«.Yaw,. s ra ae.t.w .«.•nW n<?,.. , r bY. ai ..<Y<ae a.e.aae ?« naa.. n:<x :. b a -. «.e-n l« n.» ). Th. pbnl ?n ad«u ? sexW ?l WY lu I«?Ia?<w?..?a?«< W L+. Lanwcopa Cmv«lw. In Uw e»nl of a 6ea.wr?ry 9. meM am» aprartceLwa. Mm molerbl M nm+w »aae<apena Noe b r«mwe .papa of ev <mbaciv(. .?entw?° 9. to denYy. 1peoUm' d. ? b wwr. m beouma .nap a e«m»a q Ua pb ,o. .cep. rmU«b. eap e. 9 bpy aU v,rala. w .. L«a n?aslbn ona« ?paq? t? ?bWppr<1 uonap«a« vp«« n•. ??pwat ws ?U?aawp Iw a«««f. < <onVM1:w lw iuw« b nwq ww v m a purl a u« imacepa wnUMV « Ur Umr oi°fese+q. i ?. _ _ aeeeeip a m<» ary rpppcaw wmwr ra ,ernaae u Wam w .on » i n e°?'aedan ax tM a a. I:. AaM ,wt«u .nW a de a. »«:G.e .de..«,,,,a.anaw., et q:<x em. w LeW.tm...<.a«l «a w : m? w bl«CW d,wp.a. ?x r.n as a w»wr <«?r.•° ,ne den en e.a/« .wwmcw qw a a.«,« la m. Lanw<.w .x<?u.n a (Ynt n]-pees ton 1a T. c= » i a nr ?p«?we.., b «a:w•dmw.ms.m,Rr ?> ?p«we a o-«» (i31 moan. xmn rw ,e. .a..a A w aw«a» ewwawv pier b «m«ew me?«ia imtdbUw. o-ac ««qm .xea W repanb amn.aalNr i uv o.w<. ?>. U. »>tK wth ue GlY npttci xa«w gbint =44=21 wt1a La ea<w? cmw tcbert at?o aae?to ,e. re p«ma n«»vY » w wmaaa a W ngtluq <anua«w uaraa aN«.mr w«+,:<og qel« in %..wsdul'nLL 19. xe eenlr«I« b.%raa9en eWb awe b p«miR<e en Ur prole<L »«d iv u» ved<t wmmuen egna S0. 9 x.ep b rmn..e w mc» M b «cmweale nr. pbnbpa. ],. a^Y aaiaaq v bKK w Cm,Yrpae amp w larxlaww ngabeon aae w »aWaW b moW eNal+gpt 33. is MWa<aw eonU«tw rio a rrymaLr fv W cdbce'on, mmaW. a 0 prcp« eiape«? el e.p one W eee/m p rret«I Nine tb balWa?on a wa D»l«L 1> M a«a e.abMe rtM lpn, a vy qW b aWaee. IRRIGATION NOTES ,. • w .obnra b ?« ens aw«Wa ,OOS <awr«r ,e W p.epare p,mtiga. +i a n a q Ua eanwctct. 2 Th»wwr.°m««t?tw pe«Oon SY.bm m«t m..t a. e.ww W aod? GV nww . 0+.. xaW M Pra..+lbn, htarwpc Ran Lw,d°i DMce. qc..) 1 Mgo4on aNap aorwpa moat a «LmitN an0 apwwee Ux W pY prtw b x.. Gpmm«rt«m?t q rat. t r^v tto ?iw tWa«n ai maaicxrotttw w awp.a h cb cnHn uenoq« 1 eL /gvothr a nm? oeMrd +Mw.n%en Ywe «e<dm?t«. »•a , ]ro• .a« m.t««.. ,. a9sp.e ,w u,a .dpgwn sYq«a Y e« d«.n,«a mw pw« »pdY ,m b. Inlgotbn wnYa Nlre?N W Gb awte« Gmra Denwcl«. 6. YUe Tdbr'v.p irryoeon ayat<m cmnpw«aa rb a rt%'<ae, wr ecae mmwbgm«i ap.<:aawn.. - dbn° ? wva i?,m .mt« - is Roane vw. ee.. FERTILIZATION snores ? rR?¢s < ?? a r«9paw,yr;w 'apxin<n reS a'?ts a p%ncnp eo<ew ?n9ua W0. tM ?t4 "•'«N eolla.°'?°ceri?OlM rwl mwa. 11 ?'b TpN?pwYL l.e.n ? _ 2i v taarl Gdbn «n _ bNrb n <x i/x• a <espar p %aqa yams Y - 21 cRUwac1ER rays um..we» 1«ua« » «t m««r«w... apaen<wv`n°tel: Paradise Development Group, Inc. 2901 MGM I. S. ftW HARBOR, "M" J169S P-.'E(7Ylj-1115 FA%(]3'1)T34133) rMU 5 atMt'ben'an xM BECKET LAKE A.L.F. 9ta ln«eanewa0 LANDSCAPE PLAN C7 V ORIGINAL I? I? f / 1 I I I ( I ) I iI 1I, \ .R OZ 0.I m) \Y d j \\ ? VVV Lvc? eAem i? NI ?y\ V xo \ \ tnOl m aA¢ 1 PLANNING DEPARTMENT CITY OF CLEARWA-1ER 56_9 _???awrt ?IWO dAx 5&9 y77,??)xfunn ?TMv CROSS SEC1r IMPACT N) CROSS SECX ON IMPACT A2 Y3M SIpryL WAWE mI ? ?____? 9 as AVm m _MSPn¢ Oi CA9M w 9xfPOSEp CROSS SECM ON MITIGATION GRAPHIC SCALE T v TYPICAL - - - PROPERTY LINE PROP,n,D WHE SK P PROP05E0 90EWAUc PROPOSED ASPHALT PROPOSED -E b" NR9 - PROPOSER INIEWOR LANDSCAPE GENERAL NOTES: . ENGN m REIN 2AYAC k ASSOCIATES, ING /LANDSCAPE ARMTECT: 701 ENTERPRISE ROAD EAST, SUITE 404 SAFETY HARBOR, FL 34695 ()2)) )93-9886 Bua )2) ]43-9855 FvA SIZE ADORE55/LOCABOR 2155 MOVTCI-MR ROAD QEMIRA- RIXbOA . PARCEL ID: O1/M9/IS/00000/140/0100 ZONING: MDR NTURE LAND USE: RLA4 3. PRESENT USE ASSISTED U"G FACILITY 4. DEVELOPED USE ASSISTED UWNC FAOUTY 5. TOTAL SITE AREA 462.7)9.)4 y (1062 AC) UPLAND: 25),635.05 y (5.91 AC) WETLAND: 205.144.69 SF (4.)1 AC) '. SETBACKS ?R Ep, 25' FRONT 6j.gV.94• (T (TO BLOC.) 23.29' (TO PwT.) 5• SIDE 5119• (ro MG.) 5.00 TO PVMT.) 10' REAR 379.81' (TO BLOC.) LOT "DM: tGO 688.11' '. ALLOWABLE MAX HD- XI'-SO• PT PROPOSED BLDG. HEIGHT 38•-3' L SOLD WASTE DUMPSTER - BE LOCATED BETWEEN BLXMGS . ALL OSTURBED AREAS WIMIN RIGHT-OF-WAY SHALL DE SODDED. 10. 8000 M ORE : i THIS PROPERTY LIES ROOD MOVE 'X* AS DEPICTED . INSURAMC RANCE RATE MAP N0. 1210 10JWt26L ` O ROOD OL E GATED: SEPTEMBER J, 2003 It. MERE 15 NO NEW FREEST-G 9ORS PROPOSED W1M MIS PROJECT. 11 UDLII EASEMENTS ARE IDENTIFIED 91 ME SURVEY ON .IS PROPERTY. U WETLM O IA21TS HAW BEEN SURVEYED AND ARE LOCATED ON ME PUNS. 14. 41E DATA T6L A. TOT& SITE AREA, [gS11HG: Pg{VQg? pFWIFN: 462779.74 3 110.62 ACt) 462.779.74 7 (10.62 AC1) 1Om. Y & .1. OPDI SPACE .)99.44446 S (9.1) M:) 369.909.33 Y (449 AC) 111694.9) 3 0.25 AC 69N.) C BNLOWC FODTRWRi: n.IT43) SF (006191) 42,214.17 Y (CIO ISR) - E. 9ORALX/DEC(/PAND AREA: 33,156.93 S, 41658.24 4 - F, TOTAL WPERMOUS AREA 6133328 Y (0.14 198) 92.-Il SF (0W SIT) UTWI1 7 (On 19) C PAI69NG SPACES n SPACES 72 SPACES 90(1 PW 21FSOINIS) H. vDItC1AAA AREA: N,494.11 y 40.490.01 g - I. WiFR10R LANDSUPE AVER: N/A (329.46 SF (1069x) 1,049 S (I02) 1 ALf. K. 144 160 Paradise Development Group, Inc. 2"1 RICSBY LANE SAFETY HARBOR, FLORIDA 34695 ee43.NE px'N Tx61IIS Fa+c(nT>nsvn BECKM LANE A.L.F. vNCN - = C4 FD-IECE9VED ORIGINAL PLANNING DEPARTMENT CITY OF ICIFARWATND 1 ?? p a I ?I 5 87'JS' F r® 688.1/' e m I I I I I I I i I l l y f?4)',I`•'.-.=???. LEGEND Paradise Development ?, r,wara)c sc„'.e Group' lne. p - ??r. 'd?SK?'7A?I?-j pROPEArv UnE ( ^....^ 1 r ,? % 1901 RIGWY I.AXe E%16nxD ME 10 BE Ux 0 SAFETY FIARBOA, FI.OND1Je693 PllOYE (739)1161115 FAX('/ll) T161JJ1 I I. x EXIS- WE 10 BE REMOVED J I? o? I 1 ge ?' ?L_J f I tb a T .( \ % a I II b ? I a I /X ° I 1 it I I x J 0p 9RE i DRD UNE 11 ? •ppRpvxp WBSRN9E I I .BARRICADE DETAILI N.T.S. I OVERALL PLANT LIST TREES TO BE REMOVED __ II wwn.'a.«mr wM noxT?o ,: c.T.x- 1_,e•oaR ,Ow?a vapw ,, LM D.x, e•OnL.11O xi.l .L LREE8 TORE R-ED I amra wDeun 1110.7.111 f :, weermo..wwr, p.8 c,pr..,..•c.L.a: xi.) INTERIOR LANDSCAPE CALCULATIONS v? u7ea?v.ro•.v,wwR®tpmmL3D.laxcl3ro.c -pprERroR Uxo9wE.RUa..,m-uep p Sou. TS xi.l.>'o.c. .vfxicDlaR Upengew •,p,<pp.pl sF I I aapwxel lw?.iMan npwm JOa?? 1 1 ? S,M Cedp„t3 DLL -1px REOUREO«iER10rz tRxp3CMRq • ,p,wo.o, BF e.1p • LW 9.N S' ` -- -- -_ -- _ .-_ _ _ =b x wmc.?wu,i WLl1.M LI3.O.C. _ _ - - ..--.,Ma pROVIDEDJRTfRiOR NR ?...y1p..psP? = u-?J x ezzrir w - cee-ie? GENERAL LANDSCAPE NOTES ,. me Lon<wa« Dpnbe<t« elwb proe, pwnlup bee,. « e9r ee. to pro is mourn an 9• ono pamde eptimrm pool 9ro•1n. 1. ncorrnuM b«, vM pbM mvlmd, N w rrwry?a« •rpo. , a « r .. wUnO q Ne Rpba wwnm.m a :gMww. aM cwan,. sr.b,. ??:k, a pbm try Dropn .m apNew. rar xw,.D pbnw: )N feRlm, 1N0 e, mi«e Iror Ivm woe. J. M pbmbp ,Mp W ewe + «cawaMe .IIn me Ra'ea xuneDmen', aM cro«i, k,«b1'mm aDOreM procwe,. <, M (Mira .RF ,prDamr 1D-10.5 IeW1, e, p« tie mwuleclwen ,p«Jiew^, N <eny?«v'a^ •Rn wwbl 5.?5 !. 9m %n t'mmo..ll b-oenece w« yemw e oepeDMroa.lcmL eb 1wp1 rompavc EwaM , n 1w laabws . IlOis1 eM p?eM . !a0.9i aoae ryµmek W maplM Md Inaoiomuag,wpl rp Ma N n?«i?. mow, . ene .ew-mow wp«Ib. n al.a a M. a w ..wnw« «bx.. ?wwry w«p coal nn1« e r wYer a .wwl.e nerewee mp mp<n, .N<n 1a w b..a a. a br .w own. ,. m.ppwx ma1Mp .u.ep. r w••e^e.e Ie I m. wM wDe eww<w.. w D» wmrt a e e„< wa^<r w«a u. pen aw w pant Mr• w oM?arwi or,?m• o e. aM e..a?w a 1ne wnewaar...p<?..°"?v 'p.<E<ewn,. y tMa rat m«uy ,P,a,Rdbm Rap « r.m«w p x?,? ? ?bcpfron an moor«l 1a cnwpe. ui KKa4pn, sour e, appowa q uw Gty I M nbpclw a^arvn9 furry 5?1r+KK ,de aw me bF Cocvrxd, Dlcrew«w, p. aw a?iJwl ba wn?webe4rlww M own le aroE to pelvcl lMpwcp eTac sw ?mp.vw Ir 1^w., to ,Dan wrA c ucn, yaw w airrpe m tie pan re?u, wM«me CanY«ta pt IM ew+ a p« I1 m, L<neua« Cmmwlre<'^r maI n nwwe `^ale Id a«e?rm9 all n«enary appi<aM, pmmu eM hm«, Ie grtorw N, can w1 I • p<n ,rt • ,pw 1 <a , 1x pR^I melMaa q .^,?? a.DN ?? ??`.ouad., m .nw w. be Lovewow erowwl IJ (721) .1--cEwae w«mnry tie pen «1 aM/w ,e.c.F.ol'au eMa a ««1w 1o Urt wMwe« r.aa«1 1S. ,non M ne wa, eaa wea m.ttuxevaq? awr...aaab Imo a penes ernlwa.e (px) mwun Iran Ima1 e«.pea. q?MbomKKnr.? moron 19. a npen.e um•eeatey b`pn`a:M:. " Lan«<ew cwveaw Mpr 1. bne.ww malnw in,Idwcon. o..a.we^w« w<p 1Y. « K`i:a?b?me <Rr`,?oitewr+«; .:u Drew w mwvw ?wtd..e w`1 y w°neew"daD. cmiraKK?aLM?eae°,ue?w?i <ol 1a xi wmae nweewry Ie q ao ew q we mlt-, conw<wr 111, anerme, ,pew1" ,wtw . IM ,p rcevon,. 19. xa pvd.edw bwwwuw aw. des « D.mauw en u. pe1wL wow Imo w pra.d .eornwvan are. 30. Ed,1'vN ,w mow b nmone „ mce ry «cameeate . panv'nq,. 11. IF W b .wp ,eea, and en anbee a 9 , I-. mIw ,be ne o ew pop. 12. 9M 1oi awa Conbec?' ep M ra,pw . . wpMmn, nmwd. oM poD,r dep«vi a eq eM w .cone a. wi w«r v.wre.e ^wwn Mn1 a .., .'M.)«L.pw.x IRRIGATION NOTES m. vnpewn mod wple.e ,op w w wwa.w 1. A paaVtp,. a.a « « qnw aM rmLww q we <ww<e? 1..mweei x? A"Wa maa m.et w ..c..e waneO Y wee (.aa<Lro.p.wlawwR 1e?...w_) J. I ?m M? e? .on n w erwNlbe aM ewrone by me Gb Drwr w Ilse <. em.n « piwwue aM «cwt« q DRY pro t aa^a9•. Aria b vaiabbn a ^.ecx. 5, W« ,rb--A ^wv? l?M • I.a weary snRwi y.cwn mow awepwrce. ee,Vq !/6' war mam?i'aib uw}« Imo We Irrga4w Sye1«. 7 e %r to m e p«ement o r, ppY r Inc 'v6pel bn twlra time pan T Inewmpo W, i w u4 awlro arKKn mamrreauw, 1-9 • 1-- T.- !cu O«n'vp. pnuw - .p [m0.w. ti.e Stabs Oalewr C«Ira ?wnp,a - x1wR 1? DwIM vex. .mI« - w• RnaM va« ee.. FERTILIZATION tiro Toes e pb ?r? JO-iS-! pbnl+g „bpinr «. In. mqd. o. eolraa a b, rat me,t. t NWtlGtbx`M2 « c w: wn. , - 31 was e J _ 11 arw^ wdm .«n 1/2• a wnp.r rn.. 9 _ x, vom waet, -xOLD+ER MEtS t „w«"'.rw?p.; < v nwme«ar.....p«'?bw,,,«a: \( U mLL I5^?n, ctuRwR?TKfq LANDSCAPE PLAN . -c°"C10 RECEIVED KAY 12 iLt?5 ORIGINAL PIMNING DEPARTMENT CITY OF CLEARWATER ryN?; rtrt /A tt K•?xo' 9rt « \ Irnl"1 _ _. - _ _ - _ _ ._ _ _ _ /gym `Lxµ _ 5 89'35'J2° ` ? _ _ - _ _ _ _ m RrcP 1T>ol / _ ? wuwlcY Ixwl)?a ecaw 688. n' LLL??? • ? p ,7 p I I II 1 I rte M Po I i II Ii III II II I o ! o1 / I I 1 l I. I II \ I I? I II 1 roe1-11 X t ?e90ErAU ?J I ilI Avp 0.z I. x III ? ?II tx'II X aR.x6 wlq v%e'rva VIIL????? ?_'1? II GRAPHIC SCALE J, ( 1 RFF/A AoT ?, ?. =i19Fx13? 4 ` 1 %a x gun C` I / ?Y _1II\ TYP -1cu. PRWERtt NINE PROPOSED WHEEL STOP PROPOSED YDEWAIJ( PROPOSED ASPHALT PROPOSED TYPE 'D' CURB - jj?!/ PROPO6EO WTEROR -D.- MERAND BUFFER COVPEHSARON WETL,WD BUFFER AREA / Xe Ews.c FREE TO BE RENOVEO X EMSTING UGNTPOLE TO BE REMOTE J u I GENERAL NOTES: - ? 1 1. ENONEER 7 k AS \---+I I /LANDSCAPE ARCHITECT, >01 O1 ENTERPRISE ROAD ROAD EAST. T, SUITE 404 ENTERPRISE X ?rT\1 I r? I. SAFETY HARBOR, FL 31695 (>2>) )93-9856 BuF ,? I I I- -- FL - (>2>) 793-9855 Fc. _ j,(I l 2. SITE ADDRESS/LOCAlm 2155 MONTCLAIR ROAD OLEAR-ER. 1-A = I I PARCEL 10: 01/29/15/00000/110/0100 I311I I ? ZOHINC: NDR ' 1 y ? 1 NNRE LAND USE: RLM ? N J. PRESENT USE ASY11 L1-1 FACILITY ?' IO ' I 1. DEVELOPED USE ASSISTS UYNG FACILITY I i I I. I I 5. TOTAL SITE AREA 182.» 9.71 SF (10.82 AC) I UPLAND: 257,635.05 IF (5.91 AC) WETLAND 205.111.69 SF (1.)1 AC) h h R 6. SETBACHS: PAOP9SEQ RMQ I Ii F N T 25 FRONT 81.90' (TO BLDG.) 1 p N 2].26' (i0 PM) 5' SIDE 5].35' (TO BLDG.). 5.00' (TO PVMT.) 10' REM 379.51' (TO BLDG.) LOT "DTH: 100' 60&11' 7. ALLOWABLE MAX HEIGHT JO'-50' FT BLDG. HECHT >e'-3' (PROPOSED) SO'-0' EXISHNG) I ! 8. SIX10 WAS1E DUMPSTER U. BE LOCATED BETWEEN BUILDINGS - Z BED AREAS "THIN RIGHT-OF-WAY SHALL BE SODDED. ALL 111 10. FLOOD ZONE: iHl9 1111" UES "SHIN FLOOD ZONE 'X" AS DEPICTED ON FIE A FLOOD INSURANCE RATE MAP NO. 12103C0126G DATED: SEPTEMBER 3. 2003 n IL 1 IS NO NEW FREESTANDING SIGNS PROPOSED "TH I ? b .5 1H15 PROJECT. 12. URU TY EASEMENTS ME 10ENDF1E0 BY ME SURVEY ON THIS PROPERTY. 13. WETLAND LIMITS HAVE BEEN SURVEYED AND ME LOCATED ON THE PLANS. 14. YtE n7,rA iAaP ESSBSG: eaWq= REgARFD 1. TOTAL SITE AREA: 1(i27]9.11 7 (10.82 ACA,) 162)79.71 S (10.62 ACS) 20,060.00 SF URAxD AVER: 2".635.05 IF (5.91 AC) 757,633.05 IF (5.91 AC) PNFSERVA90N AREA (Pk 15mm IF I'm AC) 15.660.31 S (1A5 AC) WARFI NTURE LAND USE PLAN (NINA, "S Q4.36 5F (166 AC) 159.181.36 SF (3.66 AC1 B. TOTAL WEN SPACE: C. BUApNG FOOTPRINT: 399,116.16 9' (9.17 AC) X9,909.3] SF (019 AC) 115,691.93 IF (0.25 AC MR) 25.116.33 IF (0.06 IYI) 17,211.17 Y (O.IO ISR) _ ELALDNO AREAS: - 76,735.00 IF 201,50600 IF E. SBE-/D[IX/PAWO AREA, 35.156.95 Y 15,636.21 SF - F. 101. WRWOJS AREA, 63.3X.25 SF (0.11 IYI) 92.870.11 3 (0.20 ISF) ]I),O61AI Y (O75 8R) G PARNWG SPATES: 12 SPACES 72 SPACES 90(I PEA 2 K-1115) N. KxIOAAA AREA: 31,191,19 IF 10.190.01 SF - I. 61ITRIOR LANOSCARE AREA: N/A 1,329.16 SF (10.69x) 1,019 4 (10X) Au. 6WS IJO 180 X Paradise Development Group, Inc. 2"15U0BBY ERNE BAPES'Y XLUMR, FLORIDA 2169S PHOSEC7MICI6-1115 FA (727)7263A7 1 1. AEI IYI !.41 L \?-'TC.L\I In.;? _ "BECKETT LAKE A.L.F. CMS F. - ?; C5 • s BOEYS TREE SERVICE P.O. Box 86 ORIGINAL Ozona, Fl., 34660-0086 Tree Inventory - Prepared for Beckett Lake A.L.F. Phase II The following report is submitted by Boen's Tree Service, Inc., and includes findings that we believe are accurate based on our education, experience and knowledge in the field of Arboriculture. Boen's Tree Service has no interest personally or financially in this property and our report is factual and unbiased. This report is the property of Beckett Lake A.L.F. and Keith Zayac &Associates Inc., and will not be given to other entities unless so directed. Site Overview and Canopy Analysis The subject property is the remains of an old homestead and the tree canopy is composed of a few mature native live oak (Quercus virginiana) trees that likely pre-existed the site development and second growth native trees such as laurel oak (Quercus laurifolia) that probably grew from seed base after the initial clearing. Also present are exotic trees that were planted by the previous occupants. In addition, this site has new landscape trees including live oak, dahoon holly (Ilex cassine) and crape myrtle (Lagerstroemia indica) that were planted to meet landscape buffering requirements but are now part of this phase. The understory vegetation has been removed and the site is covered by exotic ground cover and understory plants dominated by a profusion of the invasive exotic Caesar weed (Urena lobata). The existing trees reflect general neglect and for the most part are poor quality. The trees planted to meet landscape requirements were clearly high quality trees when they were installed. However, they now suffer from an assortment of problems that have been detailed in the inventory. Tree Inventory Data A tree inventory is a written record of a tree's condition at the time of inspection. It is a valuable tool to prioritize tree maintenance and remove trees with problems that could lead to failure and cause personal injury or property damage. The tree inventory lists four codes and also has a comment section. The following is an explanation of the inventory data: Tree# - location - Each tree is assigned a number for reference in the inventory that corresponds with a number on the site plan that identifies the location of the tree in the field. RECHYED MAY 12 2005 PLANNING DEPARTMENT CITY OF CLEARWATER ? • ORIGINAL Size - Tree size is a measure of the tree's trunk diameter measured at 4.5' above grade. If there is a fork in the trunk at that point the diameter is measured at the narrowest area below the fork. Species - Each tree is listed by its common and botanical name the first time it is listed in the inventory. For simplicity the tree is listed by its common name thereafter. Condition Rating - The condition rating is an assessment of the tree's overall structural strength and systemic health. Elements of structure include: 1) the presence of cavities, decayed wood, split, cracked, rubbing branches etc., 2) branch arrangements and attachments, i.e., well spaced vs. several branches emanating from the same area on the trunk, codominant stems vs. single leader trunk, presence of branch collars vs. included bark. Elements of systemic health relate to the tree's overall energy system measured by net photosynthesis (food made) vs. respiration (food used). A tree. with good systemic health will have a vascular system that moves water, nutrients and photosynthate around the tree as needed. Indicators of a healthy systemic system used in the overall condition rating include: 1) live crown ratio (the amount of live crown a tree has relative to its mass), 2) crown density (density of the foliage), 3) tip growth (shoot elongation is a sign that the tree is making and storing energy. The overall condition rating also takes into consideration the species, appearance and any unique features. The rating scale is 0-6 with 0 being a dead tree and 6 a specimen. Increments of 0.5 are used to increase accuracy. Examples of the tree rating system are as follows: 0- A dead tree 1- A tree that is dying, severely declining, hazardous, harboring a communicable disease or a tree designated by the State of Florida's Exotic Pest Plant Council as a category #1 ecological pest i.e., Brazilian pepper tree (Schinus terebinthifolius). A tree with a rating of 1 should be removed as it is beyond treatment and is a threat to cause personal injury or property damage. 2 - A tree exhibiting serious structural defects such as codominant stems with included bark at or near the base, large cavities, large areas of decayed wood, crown dieback, cracked/split scaffold branches etc. In addition, a tree with health issues such as low energy, low live crown ratio, serious disease or insect problems, nutritional deficiencies. or soil pH problems. A tree with a rating of #2 should be removed unless the problem(s) can be treated. A tree with a #2 condition rating will typically require a considerable amount of maintenance to qualify for an upgrade of the condition rating. 3- A tree with average structure and systemic health and with problems that can be corrected with moderate maintenance. A tree with a codominant stem not in the basal area that will be subordinated or cabled and braced or a codominant stem that will soon RECaVED MAY 12 2005 PLANNING DEPARTMENT CITY OF C[F?4F mmm 0 ? ORIGINAL have included bark can be included as a #3. A tree with a rating of #3 has average appearance, crown density and live crown ratio and should be preserved if possible. 4- A tree with a rating of 4 has good structure and systemic health with minor problems that can be easily corrected with minor maintenance. The tree should have an attractive appearance and be essentially free of any debilitating disease or insect problem. The tree should also have above average crown density and live crown ratio. Mature trees exhibiting scars, old wounds, small cavities or other problems that are not debilitating can be included in this group particularly if they possess unique form or other aesthetic amenities relating to their age. A tree with a rating of 4 is valuable to the property and should be preserved. 5 - A tree with very high live crown ratio and exceptional structure and systemic health and virtually free of insect or disease problems or nutritional deficiencies.. A tree in this category should have a balanced crown with exceptional aesthetic amenities. A tree in this category should be of a species that possesses characteristics inherent to longevity and withstanding construction impacts. A tree with a #5 rating lends considerable value to the site and should be incorporated into the site design. A tree with. a #5 rating is worthy of significant site plan modification to ensure its preservation. 6 - A specimen tree. A specimen tree is a tree that possesses a combination of superior qualities in regards to systemic health, structural strength, crown density, live crown ratio, form (balanced crown), overall aesthetic appeal, size, species, age and uniqueness. A great effort should be made to preserve a specimen tree including shifting structures that would adversely impact the tree. In addition, a specimen tree should have an undisturbed area equal to its dripline (equal to the branch spread) to grow in. Only an experienced and competent International Society of Arboriculture (I.S.A.) Certified Arborist should be allowed work on a specimen tree. Comments: The comment section serves to note observations relative to the tree but not covered in the inventory data or expands on information in the inventory data. It may include maintenance recommendations. to improve the tree's overall condition rating. It may also have recommendations on whether to remove or preserve a tree. NOTE: A tree inventory is typically valid for 3-5 years. However, events such as drought, lightning, mechanical root damage, freeze,. improper maintenance and severe storms can downgrade the rating value of a tree. Conversely, remedial maintenance can upgrade the value. If you suspect that a tree has been adversely affected have the tree inspected by a qualified International Society of Arboriculture (ISA) Certified Arborist. ORIGINAL Tree Inventory Tree # Size Species Rating 28" laurel oak (Quercus laurifolia) 2.5 Comments: This tree has minor basal decay on the northwest side, small cavities in upper crown and has suffered storm damage in the form of sheared branches. As laurel oaks do .not typically take construction impact well this tree is not a candidate for preservation. 2 17" live oak (Quercus virginiana) 3.0 Comments: This tree has a one-sided crown growing towards the lake but the overall appearance is below average. The tree is healthy, has above average live crown ratio and overall good structure. Recommend preservation if the tree falls into a green space. 3 17" laurel oak 2.0 Comments: This tree has poor form and a restricted crown due to competition from adjacent trees. It has suffered minor storm damage and has decaying stubs. Not recommended for preservation. 4 24" laurel oak 2.5 Comments: This tree is situated on or near the east property line. It has suffered moderate storm damage in the upper crown. It has a wound in the main leader that will progress into decay that may ultimately lead to failure. This situation should be monitored if the tree is preserved. The tree has average form and live crown ratio. 5 40" . live oak 3.5 Comments: This tree needs extensive pruning to remove large dead/dying branches. The tree has a large wound on the north side at the base from the removal of a codominant trunk. It is not a problem at this time but could lead to basal decay in the future. The wound should be monitored and a resistograph (an instrument that measures decay in trees) reading may be necessary to accurately determine the extent of decay. The crown of this tree is mostly one-sided towards the lake. The tree has an open crown and a unique form which gives it high aesthetic appeal. The tree has two codominant leaders with included bark about 15' high that should be cabled and braced to ensure stability. This tree is recommended for preservation, especially if tree #6 is preserved as they complement each other. 6 417) live oak 4.0 Comments: The crown of this tree is mostly one-sided to the north due to competition from tree #5. Together they complement each other. The structure of this tree is framed QD E?Q D VE D MAY 12 2005 PLANNING DEPARTMENT ('JW M. 0-1 rA MWAI ATrM 0 • ORiGINAL by two leaders that are codominant and attached 5' above grade. At this time there is no included bark as the branch bark ridge runs through the crotch. The upper crown has good structure and above average live crown ratio. Recommend preservation. 7 34" laurel oak 3.0 Comments: This tree is a mature tree that has above average structure and live crown ratio. It has small cavities throughout the crown from previous improper pruning. It also has- a small hollow on the south side at the base. This tree has peaked and is just entering the old age decline phase. It is not recommended for preservation if the root system will be significantly impacted. 8 20" laurel oak . 2.5 Comments: This tree has broken branches, stubs, suckers and dying branches. The canopy is one-sided to the west and it has average live crown ratio. It also has a codominant stem 20' high. Not recommended for preservation unless it falls into a green space and then it would need considerable maintenance. 9 . 25" avocado (Persea Americana) 2.0 Comments: This tree has been previously topped and has internal decay from the topping and previous freeze damage. Recommend removal. 10 49" camphor (Cinnamomum camphora) 2.5 Comments: The tree has average structure and below average live crown ratio. It has a disease in the crown - Botryosphaeria canker - a fungus that causes decline in camphor. The camphor tree is an exotic tree that is environmentally noxious. It will not grow well adjacent too or within parking lots as it requires a low soil pH. Recommend removal. 11 39" live oak 1.5 Comment: This tree has a large cavity at the base on the north side which is the direction of the lean. It also has a cavity in the crotch between two scaffold branches approximately 5' up. It has average structure and live crown ratio. Recommend removal due to the structural problems in the basal area. 12 dead 0.0 Comments: Recommend removal - dead tree. 13 201), 20" live oaks 3.0 Comments: Tree #13 is two trees with an 8" separation at the base joined by a fused root collar. The tree has above average crown structure and live crown ratio. The tree should ECOVED QO MAY 12 2005 PLANNING DEPARTMENT CITY or r`1 CA mAmTrm 0 ORIGINAL have heavy moss concentrations removed. The tree's overall appearance is attractive. If preserved it should be cabled and braced to prevent codominant failure. 14 .13" live oak 2.5 Comments: This tree has a one-sided crown and below average live crown ratio. It has below average form and aesthetic appearance. 15 42" live oak 1.0 Comments: This tree has poor structure in the form of a codominant trunk with a cavity 3' above grade. Recommend removal. 16 29" live oak 4.5 Comment: This tree has minor decay between the root collar flutes that is not serious. The tree has very good structure and live crown ratio. If the moss is removed the'crown will flourish. Recommend preservation. 17 26." live oak 4.5 Comments: This tree has a codominant with a tight v-shaped crotch but the branch bark ridge is present. The tree has very good upper crown structure, live crown ratio and aesthetic appearance. The codominant may have to be cabled and braced in the future to ensure structural stability. Recommend preservation. 18 3853 live oak 3.0 Comments: This tree has minor decay in the root collar between the flutes that is not serious. There is a codominant 10' and the branch bark ridge is barely present. If this tree is preserved the codominant should be cabled and braced. The tree has a spreading crown that is thinning (about 20% dieback) due to fill used in construction of the parking lot to the north. If this tree is preserved the parking lot over the tree's root system should be aerated with a W.A.N.E. tree root system. Do not preserve unless.the codominant and the root problems are corrected. 19 12" live oak 2.5 Comments: This tree has a very irregular crown and is thinning. It has a small cavity due to a previous flush cut. This tree is recommended for preservation only if it falls into a green space. 20 41" laurel oak 3.5 Comments: This tree has a codominant 12' high that should be cabled and braced. This tree has a large spreading crown and appears to 'o (the leaves 950A% - MAY 12 2005 PLANNING DEPARTMENT CITY OF CLEARWATF-P • t ORIGINAL were shedding at the time of inspection and LCR was hard to assess). The tree has been impacted by the construction of a nearby retaining wall and will not tolerate more root impacts. Do not preserve if proposed construction will impact the existing root system. ***** Trees #21 - 25 are landscape trees planted to meet landscape requirements during phase I construction. The trees were quality trees when installed with good central leaders and currently have a high live crown ratio. They are rated 5.0 with the exception of tree #23 which is rated 3.5. This tree is developing a codominant stem and needs subordinate pruning to reestablish a central leader. It is important to note that some of the landscape trees existing on this site still have synthetic burlap around the root ball and nylon cord used fpr staking wrapped around the stems. This would normally downgrade the trees, but it"has not affected their health yet. These problems should be rectified. In addition, these trees should be pruned properly to continue the central leader structure! ***** 21 6" live oak 4.0 22 6" live oak 4.0 23 6" live oak 3.5 24 6" live oak 4.0 25 6" live oak 4.0 26 2117 live oak 2.5 Comments: This tree has 40% dieback caused by adjacent fill. This problem will have to be remedied if this tree is to be preserved, otherwise remove. 27 . 18" live oak 2.5 Comments: This tree has low live crown ratio due to fill and a small cavity from a previous flush cut. 28 twin 18" live oak 2.0 Comments: This tree is codominant 2' above grade and has decay at the base. It also has 50% dieback in the crown. This tree should be removed. 29 5" live oak 3.0 Comments: A young landscape tree that needs subordinate pruning to maintain a central leader. 30 5" dahoon holly (Ilex cassine) 2.0 RECEIVED MAY 12 2005 MANNING DEPARTMENT CITY OF CLEARWATER 0 ORIGINAL Comments: This tree is a landscape tree and has codominant stems and a cord imbedded in the root collar. Recommend removal and replacement with a tree meeting City of Clearwater requirements. 31 12" live oak 3.0 Comments: This tree has an irregular crown that is one-sided to the north, but has good crown structure and high live crown ratio. Recommend preservation. 32 24" live oak 4.0 Comments: This tree has good structure with above average live crown ratio and is an overall good tree. Recommend preservation. 33 20" live oak 2.5 Comments: This tree has a severe lean, suckers and a small cavity. It has a very irregular crown but no serious structural defects. It could be preserved if it falls into a preservation area. 34 6" live oak 3.0 Comments: This tree is a landscape tree with a codominant stem in the upper crown. It either has to be subordinated or removed and replaced. 35 22" live oak 4.5 Comments: This tree has very good structure and above average live crown ratio. This tree has experienced lightning damage in the past but has compartmentalized the wound. It also has minor wind damage. This is a good tree. and should be preserved. 36 6" live oak 3.5 Comments: This is a landscape tree with codominant stems in the upper crown. Peform subordinate pruning or remove and replace. * * * * * Trees# 37, 3 8, 40 & 41 are crape myrtle trees that have been topped down to a height of approximately 5'. Even though they are an accent tree the topping will promote internal decay. It is recommended that these trees be pollarded. The trees are still young enough to pollard. They are rated 3.5 because there is no serious damage as yet. They need to be pruned by an arborist that understands pollarding. Pollarding will increase flowering and overall aesthetic appeal and decrease the decay associated with topping.***** 37 10" crape myrtle (Lagerstroemia indica) 3.5 "ECOVED MAY 12 2005 PLANNING DEPARTMENT CITY OF CLEARWATER- • ORIGINAL Comments: See note above. 38 10" crape myrtle 3.5 Comments: See note above. 39 5" dahoon holly 1.0 Comments: This tree has the deadly Sphaeropsis knot fungus disease and. should be removed and replaced by a different species acceptable to the City of Clearwater and meeting the landscape code requirements. 40 10" crape myrtle 3.5 Comments: See note above. 41 10" crape myrtle 3.5 Comments: See note above. 42 7" live oak 4.0 Comments: Remove cord at base or remove and replace tree. 43 6" live oak 4.0 Comments: Subordinate pruning needed to maintain central leader. 44 6" live oak 4.0 Comments: Subordinate prune to maintain central leader and remove wire. RECEILED MAY 12 2005 PLANNING DEPARTMENT CITY OF CLEARWATER J cl a d uml Lrv z > p N ° CD IOU r'1 ot) LL U O CD 4 Z ? PROPOSED BECICETT LAKE ALF FRONT/ NORTH ELEVATION FACING 2155 MONTCLAIR RD. MONTCLAIR RD. CLEARWATER, FLORIDA O PORTER PAINT LIGHT YELLOW 530 (MATCH EXISTING BUILDING) O PORTER PAINT DARK YELLOW 529 (MATCH EXISTING BUILDING) O PORTER PAINT EXTERIOR WHITE '390 (MATCH EXISTING BUILDING) 0 GAF DARK GREEN SHINGLE ROOF (MATCH EXISTING BUILDING) s:- FIBERGLASS ALUM. SINGLE DIMENSIONAL - 0 HUNG WINDOW SHINGLE ROOF LLJJ -??? RAISED O DECORATIVE - r O 40 ?- O IF- 03 BANDING m .0 El El ALUM. SOFFIT AND FASCIA O A- O O CULTURED ALUM. O O O V STONE ARCHITECTURAL J WINDOW. 2 2 3 ACCENT WINDOW. ALUM. STOREFRONT O DOOR N NORTH ELEVATION CEMETITOUS COATING SCALE: 1° : 20'-0° CULTURED STONE ACCENT MAR ,1 2005 PLANNING DEPARTMENT CITY OF CLEARWATER O O O I Lafferty Architecture Group L.L.C. P 727-399.1300 F 7274945777 Info®Laf ortyARC11.com 11414 Seminole Blvd, Ste 5 Largo, FL 33779 AR 12365, ID 3614 it LIC AA2800570 ? K (Y? Q 0 x¢w ?zF WIC pNti U Stephen D. Lafferty, AIA FL Lie AM 2265, ID3614 w e.ena or COLOR SELECTIONS vmject ! L04-02 arA-201 D uw watw E wrmffm g wwwawwo Two-inch by Two-inch Map Owner: Beckett lake Lodge, LTD., a Florida limited Case: FLD2005-03030 partnership Site: 2155 Montclair Road I Property Size(Acres): 10.62 PIN: 01-29-15-00000-140-0100 Atlas Page: 253 • lA1CEW000 DR ? IAId:xWDO! 3 RNers w ? ? Blw S Vb ¢ O BendG f Pd CI PNENUiST O BNd? N liars 1 O ne r W PINEHIM /tY ?"?// epe CR z RRDOflNOOD DR o a DR 8" G LITTLE 19ROCKg = RSN pO FRA 0r PKM BRIAR VMY OR ? RICAN S D COSTA SAN FLORENTINE NAY ORIVE ? s? onem u°I KPRMI VMY ¢ ALTON DRIVE S Y NbM GRECIAN ¢ 3 py W a , FIN ANDIA LA i o m ASHLAND DRIVE S FRMANDIA O OR Fnderk r pIRLRPPt1E OR A ad °t?O GWs o ?IADORUN WAY W EDiedaien r-- I D m LAKE NORNEC?NR DR ly _ l -.-- J STREET CR. BDO j? WgBO PA COLUMBIA DR ppz ? ? @.RUT DEDA,p yl BRISBANE ?? n 0 ®? 5 SPPNISH OR C+ D CANADIAN NAV "ICA a RTER OAKS DR R!! PROJECT a FRANCIS BUF R O D SITE DA3MN r 3? ° M ? h? ?? 00 5 U DR W OP ANDRE GAYLE y MONTCLAR C.R. 584 R PERTH AUBTRV.IA WAY E KENTON y RAOQIiFE OR NOR N am7M BECK p Nf?ICIS ??dg S V - {ttr ?? ? ?OM OR ? O TREE ?DR? MARY RTF p? N MICHAEL wi RAYMWT OR '^?-??W A @ U ? 9W? p HASTINGS LA ? ?-? SUNSET POINT ROAD CR. 576 SUNSET C,RWE LA ? AIBRICM DR ?u D ? p THAMES ST a slxHruvE BLVD VANDERBLT DR NWffRBILT VANDHRSLT CPLUMEf ST MANOR BLVD RD a CAMPBELL CALUMET Sr < N T' 51 NkT1ERINGTON S LAGOON CR 6 LAGNI ST W _ w v ? SRr J p U WlID SHERWOOD By p GENTRY S7 Q Location Map Owner. Beckett lake Lodge, LTD., a Florida limited Case: FLD2005-03030 partnership Site: 2155 Montclair Road Property Size(Acres): 10.62 PIN: 01-29-15-00000-140-0100 Atlas Page: 253 • • • 0 WATER ?2o1f 22 20;6 20= 20301 20TQ/T??2D2,>ZD2'D21 Z9Y821 ---- - ,. 202&20220za0)o24o2P21 ?ari??1 i 20220AV4021 i 421Q2f0??1022Q22 \ e I_l --rte 2209 UTOPIAN DR W -----?' ---------- - M ONTCLAIR RD RLM RV ice'-`._i I ,`S C ^ 1 73 -I 1_J I -j I rq I / / RUi L-_I L---? n ar- 1 y SUN TREE DR ' t_ I - Nl n --- i---? WA TER --- L-r; R < « WATER -- I HARTFORD WAY ? r 9 IVR 3147 21 I 49a'1 1--- Future Land Use Map Owner. Beckett lake Lodge, LTD., a Florida limited Case: FLD2005-03030 partnership Site: 2155 Montclair Road Property Size(Acres): 10.62 PIN: 01-29-15-00000-140-0100 Atlas Page: 253 i } ``? ; ?' ? 202d02202#T2302020220111 2o?d ? 1 ZO2L16Wzbzv 0A Q zo3e 2 2 21???2d0 202621 204a 202$020220?d0D2T0?20?d?1 r----------• i 202202924021 / #11221012102202210 122IM10221 f / ? ? ' ??? 2029 ? 1 i ? ? \r i ? I _ 1 2Q ? J J? 1 _l? l I 2209 UTOPIAN DR W I r- ? NTCLAIR RD Rr-Lj sy r MDR ; - j, , lq-v 1 I ;_j 1 1F73 1 ! / ?glg7 I r L--I r L---? 2251 n 1861-- r_ a -- r I- Lz' 1893- j I y SUN TREE DR ' L_ 1 Nl M --- I-- I I 1 r' - L - - - rr` - L I I-- I I N L =r 'El ti HARTFORD WAY ? ? -' 32 21 % 1 1 % 17 1 4s3y ?--- ? Zoning Map Owner. Beckett lake Lodge, LTD., a Florida limited Case: FLD2005-03030 partnership Site: 2155 Montclair Road Property 10.62 Size(Acres): PIN: 01-29-15-00000-140-0100 Atlas Page: 253 0 0 ' zo?ee?zao?2aa?z9?bz9?it2o11 "7'?) 20?EA?I1O?Q?cbl1 za 200?b?d/2202Y12t27?? Zn2621 202&n2W 22002o2 A.V u '• • fam?l t -- ---------- ' 20220AV2?021, 11J i- y 1Q2,0 22,G121=10 221OW0221 ' re idential NIi Tti=ff IIy .., 2 20 residential 1 2208 ^ l UTOPIAN DR W I i -----------? ' . ---------- I MONTCLAIR RD ¦ r7a I I } y • ?•M 7 tl N El ? l *-70 1 ; A %W.7 l o u `f% _- ? FPM ? ? _ nLr--? ? I I•I?I ? l? ? / V I 1 / pp 78 _ ? y Fail % 173 1 •rl••M 86?, y 9?7 y / • ? I y 1 r L _R _ ?? L--- __ • Ono Water '° 1 ti SUN TREE DR I ``I i i•r? -- _ 1 I O - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ---I rr`-- rj i i l I -- I I ? • 1 Wate r-- i yy tt '- 1 I? 32 i i l1 1880 i-- L_ 214 ? 2240 V, I I ` / `f 1 T r--- Existing Surrounding Uses Map Owner. Beckett lake Lodge, LTD., a Florida limited Case: FLD2005-03030 partnership Site: 2155 Montclair Road Property Size(Acres): 10.62 PIN: 01-29-15-00000-140-0100 [Atlas Page: 253 • r View looking southeast from S.R. 580 'S ?l- V •C r-, View looking southwest from S.R. 580 • {A View looking south from S.R. 580 View looking at property adjacent to the east • 2 , View looking at property adjacent to the west View looking east from neighborhood to the south of the site Beckett Lake Lodge ALF FLD2004-11.082 2155 Montclair Road 77-t 575 ti it C, a" 700 5 - v .? -3 c';' ? s r s? I J \ k? S ? .' 29 a a f .dY ?+ 'bo n ' CIRCIE 5 9. l ? a. as 4u , ux s a u?? ?_\ ? M CNARtER OAKS r - 1 R 2S I a -'A0S _ k . LAKE t.=. .u. r! ( OS/R ? 9uFOgD o I i ;. x x i s ? ...J w a. .11 -1 E,? zD a y IS a Uj , I ? _. . MADRID a n/ . T _ a :P q F : ? _ , ti m $ 3 L J ? - , _. - _- -_ _ r 4 - nroxycuw RD. o: _ a a ' It ,. §• ? - ,.r, , ® - T ? Jr a a Y e e O ? ??. a, F a {T BECKFrt LAKE oR ' w , SUN TREE CIRCLEN Q: cc r?-W t:aas 1°.: - TREE b DE. a :a z •m a• S D G ,.u . 01 ' -.., `ll • (? ? ? rr J ? ,. N ? D n a f w?? ' ?. _, :L'Y'I.l i.\ - a - HARTFORD aa, ?aea i J ' J £ C.P. . ?j ? {' 11 L yr- _t ^ ? \ ..-i. 1, ? a,. . .. .n o: LNCE • e I \ m. R d c R. s SUNSET POINT RD . E l i z.Clearwater u PREPARED BY PUBLIC WORKS ADMINISTRATION ENGINEERING / GIS 100 S. Myrtle Ave., Clearwater, FL 33756 Ph.: (727)562-4750, Fax: (727)526-4755 www.MyC [earwater.co m aace?maT RAbI n/wm nova k NM1 .. MaL ddClearwater Publro Works Atl 'or?E gi neerhp antl mval be accepretl erN i-AS rlra recipient wi(h lha ua0en:raneing,M1ar the tlara s cdleclee fw Ina Wrpoee Rltlevobpinp a praphc nlns mcNre mveniwy Aa such tM Ciry of Clearwater PWArE makes no warwnr,es exproseae w knpl?etl canceming me x<preey mmpmenese. reuabitiy, o. sueedrryamis eau, Yw any olheT partkular we Funnwmore, the pry DI Creenvarer PWAYE no lieb?lily whafsoeveT assodalatl With the use or misuse waouemia N WE too o ,? ??IISIsI.Is//// 2. S RESIDENTIALOS C E tDR Law De yq W IMDR Law yWmatlwu al ?NDya?yues tlanu Y om" roDR -\-. Was NnSMwnmE - SPED-SEDETRCTS wPI inn ,sa City O Agree o Annexa Correct d Property t to Annex o Deannexation o Rezoning B NUMBER t - - R t Pl er a o at) ( O OCKNUMBER O B PARCEL NUMBER S]i9P RCEL NUMBER (M&B) • AND HOOK (COMMON OWNERSHIP) _ -^ PLATTED SUBDIVISION BOUNDARY O UN-HIGHWAY ca TATS HIGHWAY U.S. HIGHWAY Outside City of Clearwater Zoning Atlas Mar 21, 2005 NE 114 of 1-29-15 253B it 1-1 700 5 - c "3 - "3 - K„ o ., I "E aTR's LR 7 s P 1 ? r ', < 29 a D.C. W s•- @- tel.. » =r = m ., »:>x: » ... EE $ C ++?A CHAWER OAKS I, 1 US/R a F . Lary QS/R * A. A, y M a » A y m -n5 as y„ e .arx » a » , ?l P, MADRID BAVI. e n LJ MoNr aA. 15 a, _1 n a a p y ? 4 W . ?f 4 BE CKETT LAKE DR _ - ?: T » SUN TREE CIRCLE N ar a , ¦ ¦ IL cy ' s ?^ S w , " OS/ R ' y r - a .a N TREE t .. OR ?' re.t> r ? R r= F. f • v i r ? ? a r ' 1 5n _ k O NARTFORO 'a a6a I r? 1 bL MP f? a 1 J - ? ? k -Try ' a ' C ?KE » O ? ?'i 11 O d c R na SUNSET POINT ? I 00 - 7 0 , Clearwater u PREPARED BY PUBLIC WORKS ADMINISTRATION ENGINEERING / GIS 100 S. Myrtle Ave., Clearwater, FL 33756 Ph.: (727)562-4750, Fax: (727)526-4755 www.MyClearwater.com aandm.r wmm mrwm tl ' I 'DeO Dy lha giry of Clearwater Publk WOrhs eMrrsed Atlrrmii- tEngneern9 antl g1 bead— by Ills -pi- with fM ,.vltlamlantlrng rM1al t, tlam mcelvetl waa il-orr, rot AS InaP suert Ill ortlfPPropmgaamA mlmarmnure,mamor cry rot arer PwaE mekw no wermnfie, exorasseE accumty compl. u11se, . PI FUnM1ermo raR-, h d_ d CIA. m tlaraolw eny oYrorperficubr qry IC ererPWA/E no Nebllily wM1elaoaver ocralatl,wfh lM1e use ar misvso a,? aala N W-?-e xoo Iw o S RESIOENTI.ALOISTRICTS .O Lo.. ?P?Raltlenle LMP O?arY McEmaal MOD .M.e'vm DsrulY- a MHD \R- R HA.i ryRwiMN'u ruy RMUI RIK BM1?iM1av4 bla N.ywvhme Cam«.a as EP ECAL USERS TRCTS RT Ua -Tacit da aPpAm, City 0 Property A Agree to Annex 0 Annex o Deannezation Correc o Rezoning Cz'? B NUMBER ' - R f t Pl t 1 ( e er o a ) O CK NUMBER O B PARCEL NUMBER NUMBER (M&B) 11C.I. AND HOOK (COMMON OWNERSHIP) SUBDIVISION BOUNDARY O UNTV HIGHWAY 4fT, HIGHWAY U.S. HIGHWAY Outside City of Clearwater Zoning Atlas Mar 21, 2005 NE 114 of 1-29-15 2538 O . .. O 2 ? Y o r -? O _ >? f O n x x _ v I A 2- gE--- ? u L Y m A,- q? ?? _ S RW LES E. -- ra, + 0 E s E Y F N D r. 1 ° ? $ N m m o O ? I I BD nERNUT y Q € ?; L J r? ?+ ? ` w yam" d e a a f w BUT xm TERNUT CIPC LEE m ` t C ? H \ l TODD RD Y " : i F C _ z t 0 v ___ _ o E 6 e1 t t? E2 r i r :v[r ? • j )??1 TU n C fl B ETNAP Rp . . . ? t t. S UN TREE BlVO t Y .. - ° 1 '-•- l .. ?' spa r=° _ •. fi E B w n g • ' = - RE D '« ?t r.1 ft uv `t t .?Y li Y e k C i i i CEDAR m 1l... > yy _ -.-1 'e I ? ? C I t € i Aw i Y - s m ww i t t E g I-I L J " LJ ? ? - x.. NEN S? RD. i k S k r q4 N ? Y i`i ? •_? N e - ,` ? it ?J • ? 'J ? Y C ¦ 3 3 ` w 1 ? r ? Si i? 8 tl a? s r tl - SU N TPEE GR E y ED CEDM -E rta J t ,?? i . w r-? OS/R • ? .. v h L ' teen ? li Z ? ? Nc{ r - n i w i • w LNLE ? n OP. .Y a O Iz I `? L J _ ?? t ? t Y J 3 ?a 6 i f ) Oo LJ l r , LJ a15F .. ... , R 16 . : . r L`J Jf R F-l i m o . $$$b 4R s 9 n N?z m? 4 "e3°° r °o v S O O O ? D >0 ' ? $on-.oF 99 o F in 3 x ?o 8 8?m,?co?ia? m a .. y G 3 N C \• o m m a F 3&?Qn id g8q ?$38 Y?aa V cnv of n I O C N -yai C d 3 3 rr 4e •?.=gx3 gF $ 3mmm?? m TN ZG d G1 (aD L) x S i n m o m o m x z -? a o' 3 d'}e Q3 s e'f o33'g9 n o `m.mE-°? ?aeN"m sg? .G A< 31 f?Nm m?v y W o a x c n < x m r c ° C m z m o o D o a 9 _. m 9 8 D a o m Tf7a D]7 C << a mo n m z m 17 0 x m Ell H -8 ? ' °? % yZ En /? D < y m D o m 7 93$8 H 4 >3 _ o ctl i°'° ° ,gCUIR. ` m m N ?y'< ( •--? A 0) N m z z m n _ ¢ ?=3?m'd m '? 3 "T D N Om O o 3 mmca' ro>° mr _I ' z $ w?m ? ? NT . ? a 9 ? 8 V C:f ?L ?i `t z2a 1 - -,- - un c Cle r t - , O? a wa er I 1 [ 5 ? j - -? ??'"'`•."?.>'/'?/?J"`/", 1 \? `, -" - PREPARED BY 29 , , , 77 PUBLIC WORKS ADMINISTRATION "Ye ? ENGINEERING/GIS • '"? cwctE w s' i ' 100 S. Myrtle Ave., Clearwater, FL 33756 ;: • „/ Ph.: (727)562-0750, Fax: (727)526-4755 > w - % www.MyClearwater.com ? s M > .a> » as O x?x w a'adimar: rrj ' j= I PUblk lnlam tl I 'hod Cary of Cleorweler - - ° g ? ?? ? ? 't PM Publk WOrk Ad IsvauoNEnplneerwg entl muss be atteptad d by N fhe u,deretenE?ng M1allhe tlap a?W c e f yy ' 2 " ' < ?, ?:c v nD `r ? `--l C Y ( \' \ ?? <T e b d or lho ce purpose of devobpNpegrepnrc A, 1-1 k/kes m a f els, eapmasad h pY aC Cl n iw IPWNE eavnry mmplelenesa refeb lly p ry It his dale I-, v ?? A Y ? oNerpeMCUbr uae. FUrthormo M1 pry lCI PrwalarPWA/E . • 1 L-°- J RTER OAKs I ? e r-- ---I asaumos no lublliry whahoever easocialudwmlM1a use or msuse Bauch tlala aO a ( '?C a .r.OS/R ` » tS $ > e /"1 `-/ . L' LAKE r„ N W?E rtl O ISM os/R. :e a i I i RUFORD BIND. L• RESIDENTIALDISTRICTS ?T ?\ UDIA R .ru D A slec zoos. NOR Y . a. ,a MDR po ryW dam al • t \\\ DRMed Sa0. s Eama .> /J ® \\\ > tlya Rgh 4 • " N.phbwnwd r r \ . aAYL C 1 SPEC K USEDSTRCTS RT --h TecE-d ?$ Sp v PRaaervalon Ara, _ Oh s • i Cit 0 d P MoNr D.AIR RD. A,,,.,,uuR y roperty Agree t to Annex O -, ?• : ? Annexa o Deannexation -? 13°, » " r o qp W: 4y TT LAKE DR .^ Correcti o Rezoning r „> SUN TREE CIRCLE rv c . 'ni\`` •u C' ? a * +a=°_ B NUMBER (' - Rafer to Plat) ¢ U r y >? re -!r# y, v„ O -11 N O > gg ' l UMBER >` /Jf it O B PARCEL NUMBER sun TREE ' .a • - >rn + n £ R N n s " c A ": r- ?'? 111 bzaz RCEL NUMBER (M&B) @p y? AND HOOK (COMMON OWNERSHIP) • .. ? ' r e- . .. y - y- HARTFORD PLATTED SUBDIVISION BOUNDARY . am T ax. * 71 1 O I T_ . 1 i aJ £ 0 LINTY HIGHWAY f ,. E ° C TATE HIGHWAY \ =1 e U.S. HIGHWAY ?i • i ' ? - fi , 3 t; e ,; :. „ °-• Outside Cit of Clearwater o „? ........ ( RI y D R ,, a Zoning Atlas SUNSET POINT j TT- PD' oo 3 i c Mar 21, 2005 2005 J ? u NE 114 0/ 1-29-15 L_? I W, 253 9.55 am Case Number: FLD2005-030?d -- 2077 E PALMETTO ST Owner(s): Boos Development Group, Inc 2651 Mccormick Drive Clearwater, FI 33759 TELEPHONE: 727-669-2915, FAX: No Fax, E-MAIL: No Email Representative: David Morse 2651 Mccormick Drive Clearwater, Fl 33759 TELEPHONE: 727-669-2900, FAX: No Fax, E-MAIL: dmorse@boosdevelopment.com Location: 29.82 acres located on the south side of East Palmetto and the north side of Marilyn Streets approximately 620 feet west of North Belcher Road. Atlas Page: 280B Zoning District: MHDR, Medium High Density Residential Request: Request for Flexible Development Approval for a maximum six foot high wall within a front setback, under the provisions of Section 3-804. The request includes permission to deviate from wall height requirements. Proposed Use: Attached dwellings Neighborhood Clearwater Neighborhoods Coalition Association(s): Clearwater, Fl 33761 2544 Frisco Drive TELEPHONE: 727-725-3345, FAX: No Fax, E-MAIL: Djw@gte.net Presenter: Mark Parry, Planner III Attendees Included: Neil Thompson, Anne Blackburn, Scott. Rice, Tom Glenn, Mike Reynolds The DRC reviewed this application with the following comments: General Engineering: 1 . 1. Sidewalk is required along Marilyn Street or payment in lieu of installation. (Community Development Code Section 3-1907) 2. Manhole covers shall not include "CLEARWATER FL" as the systems will be private. Prior to building permit: 1. Easements shall dedicated by the property owner to City of Clearwater in order to maintain the City's access to water mains including fire hydrants. 2. Applicant shall diamond core manhole and connect 4 inch force main utilizing manhole adaptor coupling manufactured by Flo Control, Inc., or approved water stop coupling. (Clearwater Contract Specifications and Standards, Sec. IV, 13-F). 3. Applicant shall plaster and then coat interior of sanitary manhole receiving force main with at least 15 mils dry thickness of PROCO EP 214 - 351 Epoxi-mastic as manufactured by Protective Coatings, Inc. 4. Any/all easements shall be recorded prior to a C.O. being issuee for the proposed buildings. Please contact Earl Barrett, Real Estate Manager 2 (727) 562-4794 for information needed to obtain such easements. 5. Separate right-of-way permits will be required for all work within the adjacent streets assigned to the city. See Don Melone (727) 562-4798 in room #f220 at M.S.B. (Municipal Services Building). 6. Applicant shall submit a copy of an approved right-of-way permit from Pinellas County prior to issuance of a building permit. 7. Before any work in a street right-of-way, the City shall first have approved a M.O.T. (maintenance of traffic plan). 8. Prior to building permit, applicant shall provide a copy of an approved D.E.P. permit for the sanitary sewer installation. 9. All utility pole relocations are to be coordinated with the owners of such facilities as noted on the plan. Applicant is cautioned to provide minimum 2 ft. horizontal clearance from a sidewalk to any vertical obstruction. General Note: DRC review is a prerequisite for Building Permit Review, additional comments may be forthcoming upon submittal of a Building Permit Application. Environmental: Development Review Agenda - Thursday, May 5, 2005 - Page 14 On Sheet C-15, crow section A-A, details encroach wetland buffer z?z- Please revise plans to show a 25 foot buffer zone from the jurisdictional line. Indicate building maintenance area on C-5 Cross-section G-G shows a 3.5 foot drop between floor and ground elevations. C-5, shows doors at this location, please provide transitional zone. Fire: 1 . Are all buildings 2 story buildings? Any building 3 stories or more must be provided with a fire sprinkler system. Please respond PRIOR TO CDB. 2. All underground drainage covers/grates must meet IIS-20 specs to support the weight of fire department and emergency vehicles (80,000 lbs.). Please respond PRIOR TO CDB. 3 . Pavers used in roadways must meet DOT specs to support fire department and emergency vehicle weights (80,000 lbs.). Please respond PRIOR TO CDB. 4. Provide minimum 24 ft clear width roadways with minimum 14 ft vertical clearance throughout the property. Please respond PRIOR TO CDB. 5 . Provide minimum 20 ft horizontal clear width roadway with 14 ft vertical clearance, each side of islands dividing roadway at ingress/egress to property, and at any islands in roadway throughout the property. Please respond PRIOR TO CDB. 6. Provide 28 ft minimum turning radii for emergency vehicle ingress and egressto the property and throughout the property. Please respond PRIOR TO CDB. 7. If this is to be a gated community, provide gate type lock box at gates for fire department and emergency vehicle access. Applications for lock boxes can be picked up at the Life Safety Management building of the Fire Department, at 600 Franklin St. in Clearwater. Please respond PRIOR TO CDB. Harbor Master: No Comments Legal: No Comments Land Resources: I . Provide a lintel system for the perimeter wall at all trees to be preserved. Provide prior to CDB. 2. What purpose does the concrete under the fence serve? There are extensive numbers of trees impacted by this slab. Provide reasoning prior to CDB. 3 . What purpose does the yard drain system serve? This is a sand hill region with good drainage. The seasonal high water is 67'+/- with an existing elevation of 70'+/-. Eliminating this drainage system would improve the survival rate of the trees to be preserved. Provide reasoning prior to CDB. 4. Building #1 may have too much infringement on the canopy of tree #457. Assess the impact prior to CDB. 5 . The 10% credit must be noted on the Preservation Plan hiliting the total area covered and species preserved. The south entry road goes through a mature stand of palmettos and should be left natuarl. The proposed irrigation should be revised to be placed at the back of curb. 6. All trees rated #3 or greater are required to be replaced with a 10% credit for understory preservation (3-1205135d) and a 25% credit for undeveloped land (3-1205-1350. Revise removal totals prior to CDB. 7. What are the condition rating for tree #112-129 and 907, 908, and 910? Provide prior to CDB. 8 . Tree #458/928 appears to be mislocated, field observationsindicate that the tree is 45'+/- to the NW. If so, tree may not be preservable. Verify locations of all trees on site prior to CDB. 9. Show the preserved trees and their canopies on the Utility Plan. Adjust the proposed utilities, if needed, to avoid all trees to be preserved. Provide prior to CDB. 10 . Insure that the irrigation plan addresses tree and preservation area impacts. Provide prior to building permit. 11 . The Tree Preservation Plan should be prepared by a certified arborist, consulting arborist, landscape architect or other specialist in the field of arboriculture. This plan must show how the proposed building, parking, stormwater and utilities impact the critical root zones (drip lines) of tree to be preserved and how you propose to address these impacts ie; crown elevating, building lintels, root pruning and/or root aeration systems. Other data required on this plan must show the trees canopy line, actual tree barricade limits (2/3 of the drip line and/or in the root prune lines if required), and the tree barricade detail. And any other pertinent information the arborist feels relates to tree preservation. Provide prior to building permit. Landscaping: Development Review Agenda - Thursday, May 5, 2005 - Page 15 no issues. 0 • 2. Make sure that the symbols on the plan match the symbols used in the plant key - for example, the key "MF" is used onthe plan but 1 could not find that key in the plan list; Parks and Recreation: 1 . Open Space and Recreation Impact Fees are due prior to issuance of building permits or final plat (if applicable) whichever occurs first. These fees could be substantial and it is recommended that you contact Art Kader at 727-562-4824 to calculate the assessment. Stormwater: I , Prior to CDB: 1) This project is within the area evaluated by the Alligator Creek Watershed Management Plan and the tailwater elevation from the study does not appear to have been utilized in design of this site. 2) The 25 year 24 hour Existing conditions model resulted in the wetland (node A0359) reaching a peak elevation of 68.8' and the offsite lake (node A0358) reaching a peak elevation of 69.24'. Solid Waste: I . Solid Waste and Recycling service to be arainged with Solid Waste Department Traffic Engineering: I . 1. Parking spaces for the club house must have a 24' wide drive aisle for vehicle backout maneuverability. 2. Provide signage or pavement directional arrows to inform motorists of roundabout circulation. 3. Show 20'x 20' sight visibility triangles at the driveways and/or access points (City's Community Development Code, Section 3-904). Walls must not encroach inside this sight visibility triangle. 4. Radius for driveway must meet the City's Fire Department approval. 5. Roadway width must Fire Department requirements. 6. Pedestrian access gate must be able to accommodate disabled patrons in a wheel chair. 7. Gate console must be at least 50' from edge of sidewalk. All of the above to be addressed prior to CDB. General note: Transportation Impact Fees to be determined and paid prior to a C.O.. Planning: Development Review Agenda - Thursday, May 5, 2005 - Page 16 How will visitors acces9 0 s the site's gated entrances? 2 . Show visibility triangles and provide dimensions (with dimensional arrows) for same. 3 . Indicate roof height to roof midpoint. 4. Show the density computation, taking into account the wetlands. 5 . Add an Existing Conditions/Demolotion Plan Sheet. Where is the existing single family detached dwelling on site? 6. FLD2005-03028 2077E Palmetto Street 1. Complete the application form. Complete all responses. 2. Clarify what is requested as a deviation from the wall height requirement. 3. Provide plan sheet that shows the location of the fence setback encroachment. The typical elevation sheet for the fence should tie into the plan sheet(s) that shows the encroachment areas. 4. The FLD application and plan (cover sheet, with site data table) needs to refer to the pending annexation and land use cases, citing case numbers. 5. Revise/improve site data table to meet application requirements. State maximum and proposed building height. State the proposed parking space per unit ratio. 6. The locus misspells Marilyn Street and does not state a scale. 7. The application and plan (cover sheet) needs to refer to the annexation and land use pending applications. 8. The plan set has no existing conditions plan. 9. The site plan needs to clearly label the amenities feature of the site to depict the swimming pool. Provide two restrooms at the swimming pool site (label this). Review the size of the amenties area as to adequacy to support the site. 10. Provide a tot lot/playground on this site. 11. Provide a bicycle rack at the amenities location. 12. On the site plan, clarify which part of the amenities site is clubhouse. 13. Indicate parking space and maneuvering space dimensions with dimensional arrows. 14. In tabular form, indicate how all required setbacks are met (what is proposed). 15. In tabular form, indicate how all landscape buffer requirements are met (what is proposed). 16. Submit Comprehensive Landscape Plan application unless deemed not necessary by staff. 7. The site is located very close to Belcher Road, a very heavily traveled north-south vehicular corridor. The south access drive opens to Marliyn Street, at the southeast corner of the lot, and at where there is an already existing traffic back-up at Northeast Coachman Road and Belcher Road. The applicant should talk with City Engineering staff about traffic safety issues pertaining to this roadway intersection and potential Right of Way improvements there. 8. Clarify how the fence is working - Here's how I read the plan; wherever the wall/fence is shown as a double line it's a solid wall and where ever it's a single line (generally where it jogs back into the site) it's a picket fence. Am I right on that? Clarify prior to CDB review. Maybe we need just a fence plan as the only reason that this appears to be going on to CDB is because of the fence - otherwise it looks like this would otherwise be a minimum development review. Clarify on that plan what's solid and what's fencing - I don't think we need much more detail on that sheet outside of property lines, building and other hardscape locations; 9. Clarify the size and numbers of proposed signs; Other: No Comments Notes: See Planning comments. Development Review Agenda - Thursday, May 5, 2005 - Page 17 CDB Date: June 21, 2005 Case Numbers FLD2005-03030 TDR2005-04021 Agenda Item: F-9 Owner/Applicant: Beckett lake Lodge, LTD Representative: Roger A. Larson, Esquire Address: 2155 Montclair Road CITY OF CLEARWATER PLANNING DEPARTMENT STAFF REPORT GENERAL INFORMATION: REQUEST: Flexible Development approval to permit the transfer of one dwelling unit (TDR2005-04021) from the portion of the subject site within the Preservation (P) district and Preservation (P) future land use plan (FLUP) category to a portion of the site within the Medium Density Residential (MDR) district and Residential Low Medium (RLM) FLUP category under the provisions of Sections 4-1402 - 1403 and to revise a previously approved site plan which allowed an assisted living facility on the site located at 2155 Montclair Road as a Residential Infill Project without fronting on a major arterial street (approved by the Community Development Board on March 21, 2000) by expanding the number of beds from 144 beds to 180 beds, reduce the front (north) setback from 25 feet to 23 feet, not providing a landscaped wall or fence which will screen parking from adjacent parcels of land as required by Section 3-304.A.2 and a reduction in the required number of parking spaces from 90 spaces (one space per two residents) to 72 spaces (one space per 2.5 residents), as a Residential Infill Project, under the provisions of Section 2-304.G. EXISTING ZONING / LAND USE: Medium Density Residential (MDR) and Preservation (P) districts Residential Low Medium (RLM), Preservation (P) and Water Classifications PROPERTY USE: Current Use: Assisted Living Facility. Proposed Use: Assisted Living Facility. Staff Report - Community Development Board -June 21, 2005 - Case FLD2005-03030 - Page 1 C ADJACENT ZONING/ • LAND USE: North: RM-15 Residential, Multiple Family district (Pinellas County) - Attached dwellings South: Low Medium Density Residential (LMDR) and Preservation (P) district - Detached dwellings and Beckett Lake East: RPD - 7.5, Residential Planned Development district (Pinellas County) - Nursery West: Low Medium Density Residential (LMDR) district - Detached dwellings ANALYSIS: Site History: This site was the subject of a Flexible Development approval to permit a 144-bed assisted living facility (ALF) without fronting on a major, arterial street, as a Residential Infill Project. The Community Development Board approved the application on March 21, 2000. The site has since been development with a 130 bed ALF in accordance with the approved site plan. Site Location and Existing Conditions: The site is 10.625 acres located on the south side of Montclair Road 1,200 feet west of Belcher Road. It includes the Beckett Lake Preserve/wetland area (4.71 acres) located on the southern portion of the site. The site is developed with a 130-bed ALF and is accessed via three driveways along Montclair Road. The western two driveways are an ingress- and egress-only pair with the third driveway providing two-way access to the site. Slightly more than half of the site (5.91 acres) is located within the Medium Density Residential (MDR) district. The remainder of the site (4.71 acres) is located within the Preservation (P) district with most of that acreage submerged. Approximately one acre of land within the Preservation (P) district is not submerged. Proposal: The proposal includes a two-story ALF 238,080 square feet in area to be located at the northeast corner of the site. The existing building located on the eastern portion of the site contains 130- beds 28 of which will be relocated to the proposed building. An additional 47 beds will be located within that building. A total of 180 beds are proposed for the site. The building will be located approximately 81 feet from the front (north) property line along Montclair Road, 53 feet from the side (east) property line, over 360 feet from the side (west) property line (the proposed building is on the eat side of the existing building which is located 62 feet from the side (west) property line and 25 feet from the Preservation (P) district line per Section 3-907 (the rear [south] property line is located within Beckett Lake). A total of 72 parking spaces will be provided where 90 are required. The existing driveways with an additional two-way driveway (at the northeast corner of the site) along Montclair Road will serve the site. Staff Report - Community Development Board -June 21, 2005 - Case FLD2005-03030 - Page 2 0 0 The proposal includes the continuation of landscaping along the north and east sides of the site to match and complement the existing landscaping on the west portion of the site. The landscaping will be consistent with the intent of the Code and will include India hawthorn, variegated pittosporum, viburnum and magnolia, live oak and bald cypress. The main entrance to the building will be along Montclair Road. The building will utilize the architectural style as the existing building incorporating the use of exposed beams, asphalt shingle roof, exposed brick and stonework, raised banding and an extensive use of windows. The proposed materials will be cultured stone and stucco painted shades of yellow with white accents and a green asphalt shingle roof. The proposed, two-story building in concert with its extensive setbacks and landscaping design and architectural style is residential in character. The proposed number of parking spaces will adequately serve the site based on the submitted parking study. The study shows that at peak usage time (between noon and 3:00 p.m.) there are 44 occupied spaces and 28 unoccupied spaces. There are 29 employees present during those times. In addition, there are eight resident vehicles. The remaining seven vehicles are assumed to belong to visitors. The proposed building will have an additional 14 employees during the peak time. Furthermore, the proposed building will have half the occupancy of the existing building so it is assumed that it will generate approximately half the number of visitor vehicles or four cars. This will result in a total of 18 additional vehicles on the site or an expected total of 62 vehicles. The proposed number of parking spaces should exceed the maximum needed during peak usage time by 10 spaces. Lastly, Beckett lake Lodge operates a 25-passenger bus used to transport residents of the community for off-site activities such as shopping, banking, social outings and medical appointments further reducing the amount of on-site parking needed. The decrease in the front (north) setback is to pavement only, constitutes a reduction of less than two-feet and will not result in the reduction of any required landscape buffer. While the site is relatively large (over 10 acres) almost half the site, either submerged land and/or within the Preservation (P) district, is undevelopable. The applicant desires to develop the property with relatively large setbacks in order to provide a more residentially scaled development with extensive landscaping sensitive to the surrounding residential area. Single-family dwellings to the west and south (on the far south side of Beckett Lake), a retail/wholesale plant nursery to the east and three-story attached dwellings to the north characterize the area. The reduction in setback is negligible and will provide a more economically, viable project without a significant reduction in the quality of the site, building or landscape design. Section 2-304.A.2 requires that off-street parking serving ALFs be screened by a landscaped wall or fence a minimum of four-feet in height. The applicant is requesting relief from this requirement for aesthetic purposes. Extensive landscaping proposed along the front (north) property line to match the landscaping already in the place on the western portion of the site will effectively screen the parking area from Montclair Road. In addition, the proposed parking area on the east side of the site is approximately four feet lower than the adjoining property to the east and will be effectively screened by the landscaping proposed along that property line. Staff Report - Community Development Board -June 21, 2005 - Case FLD2005-03030 - Page 3 0 0 The application also includes an application for a Transfer of Development Rights (TDR) to permit the transfer of one dwelling unit from the portion of the site within the Preservation (P) district and Preservation (P) FLUP category. The subject site is within two zoning districts; Medium Density Residential and Preservation (P) and three FLUP categories; Residential Medium (RM), Preservation (P) and Water. The portion of the site designated as Water on the Countywide Future Land Use Map does not yield any density. The portion of the site designated as Preservation (P) on the Countywide Future Land Use Map is 1.049 acres and has a development potential of one dwelling unit. In order to use this one dwelling unit, the Countywide Rules require the transfer of up to one dwelling per acre from land within the Preservation (P) FLUP category to land outside of that FLUP category regardless of whether or not the sending portion and receiving portion are located on the same property as is true in this case. Solid waste service will be provided via an enclosed dumpster located centrally on the site between the existing and the proposed buildings. All stormwater requirements have been met with this proposal with the site. A freestanding monument-style site is located on the north side of the site along Montclair Road at the west driveway. The sign is architecturally-integrated with the design of the building with regard to proportion, color, material and finish and no change is proposed for that sign and additional signs are not proposed for the site outside of generic entrance signs indicating the location of the proposed driveway. Code Enforcement Analysis: There are no outstanding enforcement issues associated with this site. COMPLIANCE WITH STANDARDS AND CRITERIA: (Sections 2-301 and 304 and Cection 2.33.7.1 of the C:onntvwide Plan Rulesl: Standard Proposed Consistent Inconsistent Density (10 dwelling units per acre [Residential Low Medium (RLM)]; One dwelling unit [Preservation (P)] 60 dwelling 180 beds X units/180 beds total with one dwelling = three beds) Impervious surface ratio (0.75) 0.20 X Lot area (20,000 square feet) 462,780 square feet X Lot width (100 feet) 688 feet X Height (30 - 50 feet) 38 feet X Parking spaces (one space per two residents; 72 spaces X* 90 spaces) Staff Report - Community Development Board -June 21, 2005 - Case FLD2005-03030 - Page 4 0 0 Standard Proposed Consistent Inconsistent 23.28 feet to pavement; 81 feet to Front Setback - 25 feet building X* East: five feet to pavement; 53 feet to building Side Setback - five feet West: 50 feet to X pavement (existing); 62 feet building (existing) Rear Setback - 10 feet (25 feet to Preservation 25 feet (average) to X (P) district) building * See Staff analysis COMPLIANCE WITH FLEXIBILITY CRITERIA (Code Section 2-903.0: Consistent Inconsistent 1. The development or redevelopment of the parcel proposed for development is otherwise economically impractical without X deviations from the intensity and development standards. 2. The development of the parcel proposed for development as a residential infill project will not materially reduce the fair X market value of abutting properties. 3. The uses within the residential infill project are otherwise X permitted in the district. 4. The uses within the residential infill project are compatible with X adjacent lands uses. 5. The development of the parcel proposed for development as a residential infill project will upgrade the immediate vicinity of X the parcel proposed for development. 6. The design of the proposed residential infill project creates a form and function which enhances the community character of X 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 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. Building X height may only exceed 80 feet, however, if the parcel proposed for development fronts on Clearwater Bay or is only separated from Clearwater Bay b a public open sace. Staff Report - Community Development Board -June 21, 2005 - Case FLD2005-03030 - Page 5 0 0 COMPLIANCE WITH GENERAL APPLICABILITY STANDARDS (Code Section 3-913): Consistent Inconsistent 1. Development of the land will be in harmony with the scale, X bulk, coverage, density and character of adjacent. 2. Development will not hinder or discourage development and use of adjacent land and buildings or significantly impair the value X thereof. 3. Development will not adversely affect the health or safety of persons residing or working in the neighborhood of the X proposed use. 4. Development is designed to minimize traffic congestion. X 5. Development is consistent with the community character of the X immediate vicinity. 6. Design of the proposed development minimizes adverse effects, including visual, acoustic and olfactory and hours of operation X impacts on adjacent properties. COMPLIANCE WITH TRANSFER OF DEVELOPMENT RIGHTS STANDARDS (Section 4-1403): Consistent Inconsistent 1. The development of the parcel proposed for development will X not reduce the fair market value of abutting property. 2. The uses within the project are otherwise permitted in the City X of Clearwater. 3. The uses or mix of uses within the project are compatible with X adjacent land uses. 4. The development of the parcel proposed for development will X upgrade the immediate vicinity of the parcel proposed for development. 5. The design of the proposed project creates a form and function X which enhances the community character of the immediate vicinity of the parcel proposed for development and the City of Clearwater as a whole. Staff Report - Community Development Board -June 21, 2005 - Case FLD2005-03030 - Page 6 0 0 SUMMARY AND RECOMMENDATION: The Development Review Committee reviewed the application and supporting materials on May 5, 2005. The applicant has worked with Staff to provide an attractive, well-designed development that will enhance the local area and City as a whole. The development will further the City's goals of improving the character of the area. The proposal is in compliance with the standards and criteria for Flexible Development approval for Residential Infill Project use and with all applicable standards of the Community Development Code. The Planning Department recommends APPROVAL of the Flexible Development application to permit the transfer of one dwelling unit (TDR2005-04021) from the portion of the subject site within the Preservation (P) district and Preservation (P) future land use plan (FLUP) category to a portion of the site within the Medium Density Residential (MDR) district and Residential Low Medium (RLM) FLUP category under the provisions of Sections 4-1402 - 1403 and to revise a previously approved site plan which allowed an assisted living facility on the site located at 2155 Montclair Road as a Residential Infill Project without fronting on a major arterial street (approved by the Community Development Board on March 21, 2000) by expanding the number of beds from 144 beds to 180 beds, reduce the front (north) setback from 25 feet to 23 feet, not providing a landscaped wall or fence which will screen parking from adjacent parcels of land as required by Section 3-304.A.2 and a reduction in the required number of parking spaces from 90 spaces (one space per two residents) to 72 spaces (one space per 2.5 residents), as a Residential Infill Project, under the provisions of Section 2-304.G. based on the following recommended findings of fact, recommended conclusions of law and the conditions: Recommended Findings of Fact: 1. Subject property is 462,780 square feet (10.62 acres) with 257,635 square feet (5.91 acres) of upland area and 205,145 square feet (4.71 acres) of submerged land, approximately 690 feet wide, Medium Density Residential (MDR) and Preservation (P) district; 2. Parcel is further subject to the requirements of Section 2.3.3.7.1 of the Countywide Plan Rules; 3. Applicant seeks relief from minimum front setback, minimum parking requirements and the requirement to screen parking serving an ALF with a landscaped wall or fence a minimum of four-feet in height as a Residential Infill Project under Code provisions of Section 2-304.G.; 4. The proposed, two-story building design and architectural style is residential in character with regard to size and scale; 5. Proposed landscaping mitigates setback reductions, buffering adjacent uses, adhering to neighborhood character. Recommended Conclusions of Law: 1. Staff finds the proposal compliant with the Flexible Development criteria as a Residential Infill Project per Section 2-304.G. 1 through 7; 2. Staff further finds the proposal compliant with the standards of the General Applicability Criteria per Section 3-913. 1 through 6; 3. Staff further finds the proposal compliant with the standards of Transfer of Development Rights per Section 4-1403. 1 through 5; therefore Staff Report - Community Development Board -June 21, 2005 - Case FLD2005-03030 - Page 7 0 0 4. Staff recommends Board approval of FLD2005-03030 based on the above-recommended findings of fact and conditions proposed. Conditions of Approval: 1. That the final design and color of the building be consistent with the conceptual elevations submitted to, or as modified by, the CDB; 2. That any future attached sign meet all the requirements of Code and be designed to match the exterior materials and color of the building; 3. That all proposed utilities (from the right-of-way to the proposed building) be placed underground. Conduits for the future undergrounding of existing utilities within the abutting right-of-way shall be installed along the entire site's street frontages prior to the issuance of a Certificate of Occupancy. The applicant's representative shall coordinate the size and number of conduits with all affected utility providers (electric, phone, cable, etc.), with the exact location, size and number of conduits to be approved by the applicant's engineer and the City's Engineering Department prior to the commencement of work; 4. That a Tree Preservation Plan be submitted to and approved by Staff prior to the issuance of any building permits; 5. That the arborists field notes are transferred in "typeset" on the Tree Inventory Plan and be submitted to and approved by Staff prior to the issuance of any building permits; 6. That a detailed wetland enhancement plan be submitted to and approved by Staff prior to the issuance of any building permits; 7. That all Fire Department requirements be met prior to the issuance of any permits; and 8. That applicable Parks and Recreation impact fees be paid prior to the issuance of building permits. Prepared by Planning Department Staff. Mark T. Parry, Consulting Planner ATTACHMENTS: Aerial Photograph of Site and Vicinity Location Map Future Land Use Map Zoning Atlas Map Application S: (Planning DepartmentlC D BIFLEX (FLD)IPending casesl Up.for the next DRCMontclair 2155 Beckett Lake Lodge ALF (MDR) MTPIMontclair 2155 Staff'Report.doc Staff Report - Community Development Board -June 21, 2005 - Case FLD2005-03030 - Page 8 f-? C ITY OF C LEARWATER PLANNING DEPARTMENT r ?]'?'%? POST OFFICE BOX 4748, CLEARWATER FLORIDA 33758-4748 ms's ?7 ! ff 1 ?+ + s MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 562-4567 FAx (727) 562-4576 LONG RANGE PLANNING DEVELOPMENT REVIEW June 23, 2005 Mr. Roger Larson Johnson, Pope, Bokor, Ruppel & Burns, LLP PO Box 1368 Clearwater, FL 33757-1368 (San (? RE: Development Order - Case FLB4A L9.5-A3:U? LZ - 2155 Montclair Road (Becket Lake ALF). Dear Mr. Larson: This letter constitutes a Development Order pursuant to Section 4-206.D.6 of the Community Development Code. On June 21, 2005, the Community Development Board reviewed your Flexible Development application to permit the transfer of one dwelling unit (TDR2005-04021) from the portion of the subject site within the Preservation (P) district and Preservation (P) future land use plan (FLUP) category to a portion of the site within the Medium Density Residential (MDR) district and Residential Low Medium (RLM) FLUP category under the provisions of Sections 4-1402 - 1403 and to revise a previously approved site plan which allowed an assisted living facility on the site located at 2155 Montclair Road as a Residential Infill Project without fronting on a major arterial street (approved by the Community Development Board on March 21, 2000) by expanding the number of beds from 144 beds to 180 beds, reduce the front (north) setback from 25 feet to 23 feet, not providing a landscaped wall or fence which will screen parking from adjacent parcels of land as required by Section 3-304.A.2 and a reduction in the required number of parking spaces from 90 spaces (one space per two residents) to 72 spaces (one space per 2.5 residents), as a Residential Infill Project, under the provisions of Section 2- 304.G. The proposal includes a two-story ALF building 38,075 square feet in area. The Community Development Board (CDB) APPROVED the application with the following bases and conditions: Bases for Approval: 1. The proposal complies with the Flexible Development criteria as a Residential Infill Project per Section 2-304.G. 1 through 7. 2. The proposal is in compliance with other standards in the Code including the General Applicability Criteria per Section 3-913 1 through 6. 3. Staff further finds the proposal compliant with the standards of Transfer of Development Rights per Section 4-1403. 1 through 5. BRIAN J. AUNGST, MAYOR FRANK HIBBARD, VICE MAYOR HOYI' HAMILTON, COUNCII..\mmBER BILL JONSON, COUNCILMENIBER CARLEN A. PEI'ERSEN, COUNCILME:MBER "EQUAL EMPLOYMENT AND AFFIRMATIVE AcnON EMPLOYER" • June 23, 2005 Larson - Page Two 4. The development is compatible with the surrounding area and will enhance other redevelopment efforts. Conditions of Approval: 1. That the final design and color of the building be consistent with the conceptual elevations submitted to, or as modified by, the CDB; 2. That any future attached sign meet all the requirements of Code and be designed to match the exterior materials and color of the building; 3. That all proposed utilities (from the right-of-way to the proposed building) be placed underground. Conduits for the future undergrounding of existing utilities within the abutting right-of-way shall be installed along the entire site's street frontages prior to the issuance of a Certificate of Occupancy. The applicant's representative shall coordinate the size and number of conduits with all affected utility providers_ (electric, phone, cable, etc.), with the exact location, size and number of conduits to_be .approved by the applicant's engineer and the City's Engineering Department prior to the commencement of work; 4. That a Tree Preservation Plan be submitted to and approved by Staff prior to the issuance of any building permits; 5. That the arborists field notes are transferred in "typeset" on the Tree Inventory Plan and be submitted to and approved by Staff prior to the issuance of any building permits; 6. That a detailed wetland enhancement plan be submitted to and approved by Staff prior to the issuance of any building permits; 7. That all Fire Department requirements be met prior to the issuance of any permits; and 8. That applicable Parks and Recreation impact fees be paid prior to the issuance of building permits. Pursuant to Section 4-407, an application for a building permit shall be made within one year of Flexible Development approval (June 21, 2006). 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. The Community Development Coordinator may grant an extension of time to initiate a building permit for a period not to exceed one year and only within the original period of validity. The Community Development Board may approve one additional extension of time after the community development coordinator's extension to initiate a building permit application. 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. A( A June 23, 2005 Larson - Page Three • • 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 this Development Order. 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 July 5, 2005 (14 days from the date of approval by the CDB). If you have any questions, please do not hesitate to call Mark Parry, Consulting Planner at 727.562.4558. Zoning information is available through the City's website at http://www.myclearwater.com/ via the "Zoning/Parcel Maps (GIS)" link and "City Codes" link both under "Services". Very truly yours, Michael Delk, AICP Planning Director S: (Planning DepartmentlC D BIFLEX (FLD)Unactive or Finished ApplicationsIMontclair 2155 Beckett Lake Lodge ALF (MDR) ApprovedWontclair 2155 Development Order.doc s a,. ?- C ITY OF C LEARWATER PLANNING DEPARTMENT • '?? ..... ?????, POST OFFICE BOX 4748, CLEARWATER FLORIDA 33758-4748 Dais s s MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 562-4567 FAx (727) 562-4576 LONG RANGE PLANNING DEVELOPMENT REVIEW June 23, 2005 Mr. Roger Larson Johnson, Pope, Bokor, Ruppel & Burns, LLP (C(Opy PO Box 1368 Clearwater, FL 33757-1368 RE: Development Order - Case FLD2005-03030 - 2155 Montclair Road (Becket Lake ALF). Dear Mr. Larson: This letter constitutes a Development Order pursuant to Section 4-206.D.6 of the Community Development Code. On June 21, 2005, the Community Development Board reviewed your Flexible Development application to permit the transfer of one dwelling unit (TDR2005-04021) from the portion of the subject site within the Preservation (P) district and Preservation (P) future land use plan (FLUP) category to a portion of the site within the Medium Density Residential (MDR) district and Residential Low Medium (RLM) FLUP category under the provisions of Sections 4-1402 - 1403 and to revise a previously approved site plan which allowed an assisted living facility on the site located at 2155 Montclair Road as a Residential Infill Project without fronting on a major arterial street (approved by the Community Development Board on March 21, 2000) by expanding the number of beds from 144 beds to 180 beds, reduce the front (north) setback from 25 feet to 23 feet, not providing a landscaped wall or fence which will screen parking from adjacent parcels of land as required by Section 3-304.A.2 and a reduction in the required number of parking spaces from 90 spaces (one space per two residents) to 72 spaces (one space per 2.5 residents), as a Residential Infill Project, under the provisions of Section 2- 304.G. The proposal includes a two-story ALF building 38,075 square feet in area. The Community Development Board (CDB) APPROVED the application with the following bases and conditions: Bases for Approval: 1. The proposal complies with the Flexible Development criteria as a Residential Infill Project per Section 2-304.G. 1 through 7. 2. The proposal is in compliance with other standards in the Code including the General Applicability Criteria per Section 3-913 1 through 6. 3. Staff further finds the proposal compliant with the standards of Transfer of Development Rights per Section 4-1403. 1 through 5. BRIAN J. AUNGST, MAYOR FRANK HIBBARD, VICE MAYOR HoYf HAMILTON, COUNCIUMEMBER BILL JONSON, COUNCILMEMBER CARLEN A. PE7'ERSEN, COLINCILBIBMER "EQUAL EMPLOYMENTAND AFFIRMATIVE ACTION EMPLOYER" 0 0 r June 23, 2005 Larson - Page Two 4. The development is compatible with the surrounding area and will enhance other redevelopment efforts. Conditions of Approval: 1. That the final design and color of the building be consistent with the conceptual elevations submitted to, or as modified by, the CDB; 2. That any future attached sign meet all the requirements of Code and be designed to match the exterior materials and color of the building; 3. That all proposed utilities (from the right-of-way to the proposed building) be placed underground. Conduits for the future undergrounding of existing utilities within the abutting right-of-way shall be installed along the entire site's street frontages prior to the issuance of a Certificate of Occupancy. The applicant's representative shall coordinate the size and number of conduits with all affected utility providers (electric, phone, cable, etc.), with the exact location, size and number of conduits to be approved by the applicant's engineer and the City's Engineering Department prior to the commencement of work; 4. That a Tree Preservation Plan be submitted to and approved by Staff prior to the issuance of any building permits; 5. That the arborists field notes are transferred in "typeset" on the Tree Inventory Plan and be submitted to and approved by Staff prior to the issuance of any building permits; 6. That a detailed wetland enhancement plan be submitted to and approved by Staff prior to the issuance of any building permits; 7. That all Fire Department requirements be met prior to the issuance of any permits; and 8. That applicable Parks and Recreation impact fees be paid prior to the issuance of building permits. Pursuant to Section 4-407, an application for a building permit shall be made within one year of Flexible Development approval (June 21, 2006). 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. The Community Development Coordinator may grant an extension of time to initiate a building permit for a period not to exceed one year and only within the original period of validity. The Community Development Board may approve one additional extension of time after the community development coordinator's extension to initiate a building permit application. 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. 14. 0 0 .e, June 23, 2005 Larson - Page Three Additionally, an appeal of a Level Two approval (Flexible Development) may be initiated pursuant to Section 4-502.B by the applicant or by any person granted party status within 14 days of the date of this Development Order. 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 July 5, 2005 (14 days from the date of approval by the CDB). If you have any questions, please do not hesitate to call Mark Parry, Consulting Planner at 727.562.4558. Zoning information is available through the City's website at http://www.mycleanvater.com/ via the "Zoning/Parcel Maps (GIS)" link and "City Codes" link both under "Services". Very truly yours, W Michael Delk, AICP Planning Director S: (Planning DepartmentIC D BIFLEX (FLD) Vnactive or Finished Applications Wontclair 2155 Beckett Lake Lodge ALF (MDR) ApprovedWontclair 2155 Development Order.doc `?1d?1dlfl LONG RANGE PLANNING DEVELOPMENT REVIEW • • CITY DE CLEARWATER PLANNING DEPARTMENT POST OFFICE BOX 4748, CLEARWATER, FLORIDA 33758-4748 MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 562-4567 FAx (727) 562-4576 June 23, 2005 Mr. Roger Larson Johnson, Pope, Bokor, Ruppel & Burns, LLP PO Box 1368 C(apy Clearwater, FL 33757-1368 RE: Development Order - Case FLD2005-03030 - 2155 Montclair Road (Becket Lake ALF). Dear Mr. Larson: This letter constitutes a Development Order pursuant to Section 4-206.D.6 of the Community Development Code. On June 21, 2005, the Community Development Board reviewed your Flexible Development application to permit the transfer of one dwelling unit (TDR2005-04021) from the portion of the subject site within the Preservation (P) district and Preservation (P) future land use plan (FLUP) category to a portion of the site within the Medium Density Residential (MDR) district and Residential Low Medium (RLM) FLUP category under the provisions of Sections 4-1402 - 1403 and to revise a previously approved site plan which allowed an assisted living facility on the site located at 2155 Montclair Road as a Residential Infill Project without fronting on a major arterial street (approved by the Community Development Board on March 21, 2000) by expanding the number of beds from 144 beds to 180 beds, reduce the front (north) setback from 25 feet to 23 feet, not providing a landscaped wall or fence which will screen parking from adjacent parcels of land as required by Section 3-304.A.2 and a reduction in the required number of parking spaces from 90 spaces (one space per two residents) to 72 spaces (one space per 2.5 residents), as a Residential Infill Project, under the provisions of Section 2- 304.G. The proposal includes a two-story ALF building 38,075 square feet in area. The Community Development Board (CDB) APPROVED the application with the following bases and conditions: Bases for Approval: 1. The proposal complies with the Flexible Development criteria as a Residential Infill Project per Section 2-304.G. 1 through 7. 2. The proposal is in compliance with other standards in the Code including the General Applicability Criteria per Section 3-913 1 through 6. 3. Staff further finds the proposal compliant with the standards of Transfer of Development Rights per Section 4-1403. 1 through 5. BRIAN J. AUNGST, MAYOR FRANK HIBBARD, VICE MAYOR HOYf HAMILTON, COI,NCILMEMBER BILL JONSON, COUNCILMEMBER CARLEN A. PETERSEN, COUN'CIBIEMBER "EQUAL EMPLOYMENT AND AFFIRMATIVE ACTION EMPLOYER" 0 0 i June 23, 2005 Larson - Page Two 4. The development is compatible with the surrounding area and will enhance other redevelopment efforts. Conditions of Approval: 1. That the final design and color of the building be consistent with the conceptual elevations submitted to, or as modified by, the CDB; 2. That any future attached sign meet all the requirements of Code and be designed to match the exterior materials and color of the building; 3. That all proposed utilities (from the right-of-way to the proposed building) be placed underground. Conduits for the future undergrounding of existing utilities within the abutting right-of-way shall be installed along the entire site's street frontages prior to the issuance of a Certificate of Occupancy. The applicant's representative shall coordinate the size and number of conduits with all affected utility providers (electric, phone, cable, etc.), with the exact location, size and number of conduits to be approved by the applicant's engineer and the City's Engineering Department prior to the commencement of work; 4. That a Tree Preservation Plan be submitted to and approved by Staff prior to the issuance of any building permits; 5. That the arborists field notes are transferred in "typeset" on the Tree Inventory Plan and be submitted to and approved by Staff prior to the issuance of any building permits; 6. That a detailed wetland enhancement plan be submitted to and approved by Staff prior to the issuance of any building permits; 7. That all Fire Department requirements be met prior to the issuance of any permits; and 8. That applicable Parks and Recreation impact fees be paid prior to the issuance of building permits. Pursuant to Section 4-407, an application for a building permit shall be made within one year of Flexible Development approval (June 21, 2006). 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. The Community Development Coordinator may grant an extension of time to initiate a building permit for a period not to exceed one year and only within the original period of validity. The Community Development Board may approve one additional extension of time after the community development coordinator's extension to initiate a building permit application. 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. 0 0 r June 23, 2005 Larson - Page Three Additionally, an appeal of a Level Two approval (Flexible Development) may be initiated pursuant to Section 4-502.B by the applicant or by any person granted party status within 14 days of the date of this Development Order. 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 July 5, 2005 (14 days from the date of approval by the CDB). If you have any questions, please do not hesitate to call Mark Parry, Consulting Planner at 727.562.4558. Zoning information is available through the City's website at http://ww,.v.myclearwater.com/ via the "Zoning/Parcel Maps (GIS)" link and "City Codes" link both under "Services". Very truly yours, Michael Delk, AICP Planning Director S. (Planning DepartmentlC D BIFLEX (FLD)Ilnactive or Finished ApplicationslMontc/air 2155 Beckett Lake Lodge ALF (MDR) ApprovedlMoniclair 2155 Development Order.doc r? coos a ? Q3 ? ? AGOSTA, ANGELO ALBERTI, ROSE M ALEXANDER, LARRY C P.GOSTA, ANNETTE 1919 PEPPERMILL DR 2210 UTOPIAN DR E # 211 15 HOLLYWOOD DR CLEARWATER FL 33763 - 4428 CLEARWATER FL 33763 - 4263 PLAINVIEW NY 11803 - AMMIRATI, FILOMENA ANDERSON, NELLY D THE ANGILERI, JACK S 2209 UTOPIAN DR E # 215 2020 LAKEVIEW DR # 202 ANGILERI, JUANITA CLEARWATER FL 33763 - 4260 CLEARWATER FL 33763 - 4311 2231 UTOPIAN DR E # 101 CLEARWATER FL 33763 - 4239 AQUILONE, MARGARET BACKENSTO, MILES A BAKER, HENRY A THE 1932 PEPPERMILL DR BACKENSTO, THERESA BAKER, MARY D THE CLEARWATER FL 33763 - 4427 2210 UTOPIAN DR # 317 2020 SHANGRILA DR # 105 CLEARWATER FL 33763 - 4265 CLEARWATER FL 33763 - 4270 BAKER, ROBERT L BALADY, FRED F BALLIN, ANDRZEJ BAKER, DORIS M BALADY, MAGGIE BALLIN, VICKIE C .1919 BECKETT LAKE DR 2019 UTOPIAN DR # 206 2130 SUN TREE DR CLEARWATER FL 33763 - 4407 CLEARWATER FL 33763 - 4277 CLEARWATER FL 33763 - 4447 BARRECK, ROGER BARTO, TIMOTHY J BASARAN, ORHAN K BARRECK, ROSE M BASARAN, GUNES N 1924 BECKETT LAKE DR 2019 UTOPIAN DR # 304 CLEARWATER FL 33763 - 4406 2210 UTOPIAN DR E # 309 CLEARWATER FL 33763 - 4278 CLEARWATER FL 33763 - 4265 BATE, JOHN M BECKER, CLEON A BECKETT LAKE LODGE BATE, VALDA E BECKER, ELIZABETH J 2901 RIGSBY LN 2210 UTOPIAN DR E #306 2021 SHANGRILA DR # 12 SAFETY HARBOR FL 34695 - 4828 CLEARWATER FL 33763 - 4265 CLEARWATER FL 33763 - 4254 BECOTTE, MAUREEN A BELL, FRANK A JR BERTONI, GINO 1923 PEPPERMILL DR BELL, MARION A 1915 PEPPERMILL DR CLEARWATER FL 33763 - 4428 2022 CAMELOT DR # 9 CLEARWATER FL 33763 - 4428 CLEARWATER FL 33763 - 4246 BOLJESIC, DUNJA BORLAND, WILLIAM D BORNHOFEN, WILLIAM J 2107 SUN TREE DR 2165 HARTFORD WAY PAYNE, DOLORES L CLEARWATER FL 33763 - 4448 CLEARWATER FL 33763 - 4400 2019 UTOPIAN DR # 216 CLEARWATER FL 33763 - 4278 BOSETTI, LARRY G BOSTICK, DAVID W BRACKENHAMER, DAVID A BOSETTI, ELLEN N BOSTICK, SADRA M BRACKENHAMER, LISA 5605 BROADMOOR ST 1918 BECKETT LAKE DR 1968 BECKETT LAKE DR ALEXANDRIA VA 22315 - 4114 CLEARWATER FL 33763 - 4406 CLEARWATER FL 33763 - 4409 BRADLEY, BETTY W BRADLEY, JAMES W BRADSHAW, CHRISTOPHER J 2019 UTOPIAN DR W # 118 BRADLEY, JUDITH G BRADSHAW, BONNIE CLEARWATER FL 33763 - 4277 2022 CAMELOT DR # 7 2194 HARTFORD WAY CLEARWATER FL 33763 - CLEARWATER FL 33763 - 4416 0 0 BRAUER, PETER V BROUGHTON, ALICE B BROWN, IRIS D H,ADSON, DOLORES E 2021 SHANGRILA DR # 34 11809 SW 17TH CT 2019 UTOPIAN DR W # 208 CLEARWATER FL 33763 - 4256 MIRAMAR FL 33025 - CLEARWATER FL 33763 - 4277 BRYAN, JAMES M BUDD, ILLENE C TRUST NO 1 BULLAUDY, PEDRO A 2022 CAMELOT DR # 47 12444 PINECREST DR BULLAUDY, SYLVIA CLEARWATER FL 33763 - 4250 PLYMOUTH MI 48170 - 1954 PEPPERMILL DR CLEARWATER FL 33763 - 4427 BUSHMAN GARY L THE BURNS, MAUREEN BUSHMAN, DONNA M THE CALABRESE, OLIVIA M 2209 UTOPIAN DR E # 203 2210 UTOPIAN DR E # 312 CLEARWATER FL 33763 - 4260 2019 UTOPIAN DR W # 114 CLEARWATER FL 33763 - 4265 CLEARWATER FL 33763 - 4277 CALDERONE, JAMES L CALHOUN, GLORIA J CALLAGHAN, ANN CALDERONE, MARLENE D 2022 CAMELOT DR # 43 2020 SHANGRILA DR # 319 2210 UTOPIAN DR # 202 CLEARWATER FL 33763 - 4250 CLEARWATER FL 33763 - 4279 CLEARWATER FL 33763 - 4264 CAMPBELL, WILLIAM G CANCELING, JOSEPH CANELLAKIS, EVANGELO S THE CAMPBELL, HELEN G 2231 UTOPIAN DR E # 205 CANELLAKIS, ELENI E THE 2020 SHANGRILA DR # 217 CLEARWATER FL 33763 - 4241 2209 UTOPIAN DR E # 305 CLEARWATER FL 33763 - 4272 CLEARWATER FL 33763 - 4260 CARLSON, GARY B CARPENTER, DAVID M CARLSON, SUSAN K CARPENTER, LYNN CARTER, SR R, , HERMAN AAN T THE T 2210 UTOPIAN DR # 308 2170 HARTFORD WAY 2201 S Y NA WV 25801 HAS - 6719 CLEARWATER FL 33763 - 4265 CLEARWATER FL 33763 - 4416 CATALANO, NANCY CECCARELLI, ALDO CENTILLI, JERRIE E 2050 LAKEVIEW DR # 203 CECCARELLI, IDA 1962 PEPPERMILL DR CLEARWATER FL 33763 - 4328 2022 CAMELOT DR # 53 CLEARWATER FL 33763 - 4450 CLEARWATER FL 33763 - 4251 CENTNER-CONLON, CAROLINE CHAPPELL, BRIAN K CHILL, DONALD A 1931 BECKETT LAKE DR CHAPPELL, DOROTHY A CHILL, ROSEMARY H CLEARWATER FL 33763 - 4407 2122 BECKETT LAKE DR 1925 BECKETT LAKE DR CLEARWATER FL 33763 - 4410 CLEARWATER FL 33763 - 4407 CHIN, YVONNE M CIANCIOTTO, FRANK CICHANSKI, FRANCES E CIANCIOTTO, DIANE PO BOX 7527 2019 UTOPIAN DR # 214 CLEARWATER FL 33758 - 7527 2019 UTOPIAN DR # 302 CLEARWATER FL 33763 - 4278 CLEARWATER FL 33763 - 4278 CIMINI, ENRICO CLARK, GERALD A SAN LORENZO, DELIA CLARK, HELEN G CLARK, MARGUERITE C 2020 RILA DR 215 PRESTON OAKS DR 2020 SHANGRILA DR # 119 A # 209 ALPHARETTA GA 30022 - 7657 CLEARWATER FL 33763 - 4271 CLEAR WAT ER FL 33763 - 4271 CLARK, SHEA W . CLEARWATER NEIGHBORHOODS 0 CLIFFORD, EUGENE L ALLEN, TRACY COALITION CLIFFORD, WILHELMINA C 1981 LANSING DR DOUG WILLIAMS, PRESIDENT P O BOX 8232 CLEARWATER FL 33763 - 4425 2544 FRISCO DRIVE CLEARWATER FL 33758 - 8232 CLEARWATER, FL 33761 CLYATT, RUTH S COAD, ALVIN C COFRANCESCO, BEATRICE COMPTON, BARBARA COAD, MARY A 2021 SHANGRILA DR # 18 2231 UTOPIAN DR E # 119 2020 SHANGRILA DR # 309 CLEARWATER FL 33763 - 4254 CLEARWATER FL 33763 - 4240 CLEARWATER FL 33763 - 4273 COMBS, JOHN R CONTE, EMMETT J JR COOKE, JANE C THE COMBS, VIOLET K CONTE, DOROTHY 2019 UTOPIAN DR # 204 2210 UTOPIAN DR E APT 205 2210 UTOPIAN DR E # 101 CLEARWATER FL 33763 - 4277 CLEARWATER FL 53225 - 3106 CLEARWATER FL 33763 - 4262 CORDELL, KATHERINE L CORMIER, RAYMOND J DANLEY, MARY R CORMIER, PAULINE B 2021 SHANGRILA DR # 56 2070 LAKEVIEW DR # 204 CLEARWATER FL 33763 - 4258 2022 CAMELOT DR # 37 CLEARWATER FL 33763 - 4249 CLEARWATER FL 33763 - 4338 DASKALOPOULOS, MICHAEL DAVIS, JOYCE F THE DAWSON, FRANK D DASKALOPOULOS, J L TRUST DATED 12/23/97 DAWSON, NATSUE 2188 HARTFORD WAY 2021 SHANGRILA DR # 30 2020 SHANGRILA DR # 117 CLEARWATER FL 33763 - 4416 CLEARWATER FL 33763 - 4255 CLEARWATER FL 33763 - 4271 DENNISTON, PAUL W DERRY, WILLIAM G DESMOND, PATRICIA A EHLERS, HILDEGARD R DERRY, PATRICIA D PEPPERMILL DR 2209 UTOPIAN DR E # 207 2209 UTOPIAN DR E # 115 1940 CLEARWATER FL 33R - 4427 CLEARWATER FL 33763 - 4260 CLEARWATER FL 33763 - 4260 DI DONATO, PIERINO DI GLORIA, ANN NANCY DIXON, CARMEN DI DONATO, LINDA F 2210 UTOPIAN DR # 218 2020 SHANGRILA DR # 109 1034 DENNISON DR CLEARWATER FL 33763 - 4263 CLEARWATER FL 33763 - 4270 SOUTHBRIDGE MA 01550 - DODGE, PAULA THE DONZELLI FAMILY TRUST DOWLING, JAMES C LIV TRUST DODGE, WANDA M THE 1129 S SUMNER ST DOWLING, JAMES C THE 2231 UTOPIAN DR E # 219 WHEATON IL 60187 - 6538 2021 SHANGRILA DR # 32 CLEARWATER FL 33763 - 4242 CLEARWATER FL 33763 - 4255 DOWNES, EDWARD D DU CHARME, JEROME J DUSENBERRY, FRANCIS C DOWNES, NANCY J DU CHARME, GAIL A DUSENBERRY, MARY W 2187 HARTFORD WAY 2022 CAMELOT DR # 11A 2020 SHANGRILA DR # 203 CLEARWATER FL 33763 - 4400 CLEARWATER FL 33763 - 4268 CLEARWATER FL 33763 - 4271 DWYER, MARGARET M EBERT, LAURETTA B EISMANN, DOROTHY J 2020 LAKEVIEW DR # 205 2022 CAMELOT DR # 5 2231 UTOPIAN DR E # 115 CLEARWATER FL 33763 - 4311 CLEARWATER FL 33763 - 4246 CLEARWATER FL 33763 - 4240 ELLISON, SANDRA R 2210 UTOPIAN DR E # 206 CLEARWATER FL 33763 - 4264 FAUSTINI, RONALD 2020 SHANGRILA DR # 201 CLEARWATER FL 33763 - 4271 FISHER, PATRICIA A 1930 BECKETT LAKE DR CLEARWATER FL 33763 - 4406 FOLK, ROBERT L FOLK, ELIZABETH W 1979 BECKETT LAKE DR CLEARWATER FL 33763 - 4408 FREES, LOIS M 2019 UTOPIAN DR W # 104 CLEARWATER FL 33763 - 4275 GALVIN, JAMES G MUSICO, DONALD PAUL 2209 UTOPIAN DR E # 301 CLEARWATER FL 33763 - 4260 GARRITY, RUTH M 2231 UTOPIAN DR E # 221 CLEARWATER FL 33763 - 4240 GLEBOFF, MARIE L 2123 BECKETT LAKE DR CLEARWATER FL 33763 - 4411 GUGLIUZZA, FRANK L THE GUGLIUZZA, JEANETTE M THE 2209 UTOPIAN DR E # 321 CLEARWATER FL 33763 - 4260 EVANS, MARY D 2119 SUN TREE DR CLEARWATER FL 33763 - 4448 FELT, BARTLEY R FELT, EMELINDA C 2110 BECKETT LAKE DR CLEARWATER FL 33763 - 4410 FITZGERALD, SEAN G 1939 PEPPERMILL DR # 4E CLEARWATER FL 33763 - 4428 FONTES,ERNEST FONTES, SYLVIA 2231 UTOPIAN DR E # 217 CLEARWATER FL 33763 - 4242 FRIED, HARVEY THE FRIED, MARY THE 2209 UTOPIAN DR E # 311 CLEARWATER FL 33763 - 4260 GANDOFF, VICTOR 2118 SUN TREE DR CLEARWATER FL 33763 - 4447 GILPIN, MICHAEL W GILPIN, LYNNE 2231 UTOPIAN DR E #303 CLEARWATER FL 33763 - 4243 GOVE, BRIAN R GOVE, ANN M 2141 HARTFORD WAY CLEARWATER FL 33763 - 4400 GULYBAN, GUSTAV J GULYBAN, WANDA 2210 UTOPIAN DR E # 208 CLEARWATER FL 33763 - 4264 0 FARRELL, JOSEPH M FARRELL, JANIS E 2210 UTOPIAN DR # 107 CLEARWATER FL 33763 - 4262 FERGUSON, RAMONA 2021 SHANGRILA DR # 24 CLEARWATER FL 33763 - 4255 FOLK, GERALDINE 2019 UTOPIAN DR # 102 CLEARWATER FL 33763 - 4275 FORD, STEPHEN L 1914 PEPPERMILL DR CLEARWATER FL 33763 - 4427 GALLAGHER, BRIDGET M THE 2019 UTOPIAN DR W # 116 CLEARWATER FL 33763 - 4277 GARGIULO, JOSEPH J SR 1952 PEPPERMILL DR CLEARWATER FL 33763 - 4427 GLASPY, HARRY RON GLASPY, MARY JO 2210 UTOPIAN DR E # 203 CLEARWATER FL 33763 - GROFF, KARL C 2210 UTOPIAN DR E # 316 CLEARWATER FL 33763 - 4265 GURIAN, JOEL A GURIAN, BARBARA A 2152 HARTFORD WAY CLEARWATER FL 33763 - 4416 GUSTAFSON, JANE HADDOCK, GEORGE L HAEUSSLER, ING LORE 2020 LAKEVIEW DR # 103 HADDOCK, CAROLINE 2070 LAKEVIEW DR # 105 CLEARWATER FL 33763 - 4311 2210 UTOPIAN DR E # 114 CLEARWATER FL 33763 - 4338 CLEARWATER FL 33763 - 4262 HALL, RICHARD E HANCOCK, JOHN J THE HANDLEY, CAROL J HALL, LOIS J HANCOCK, VENITA L THE 2022 CAMELOT DR # 27 2231 UTOPIAN DR E APT 201 2210 UTOPIAN DR E # 115 CLEARWATER FL 33763 - 4248 CLEARWATER FL 33763 - 4241 CLEARWATER FL 33763 - 4262 HARVEY, CLARENCE D HAWTHORNE, TOSHA HEFTER, HARRY HARVEY, MARY A HEFTER, PAULINE M 1935 PEPPERMILL DR 2050 LAKEVIEW DR # 101 CLEARWATER FL 33763 - 4428 2019 UTOPIAN DR # 210 CLEARWATER FL 33763 - 4300 CLEARWATER FL 33763 - 4278 HEGWEIN, CELESTE G HEIDT, WILLIAM J HERRERA, MIGUEL A TRUST 2209 UTOPIAN DR E # 105 HEIDT, MARGARET E HERRERA, YOLANDA A TRUST CLEARWATER FL 33763 - 4260 2020 SHANGRILA DR # 303 2210 UTOPIAN DR E # 301 CLEARWATER FL 33763 - 4272 CLEARWATER FL 33763 - 4265 HILLYER, JEFFERY J HIPKINS, VERNON H HIRONS, DONALD E 1985 BECKETT LAKE DR HIPKINS, FRANCES M HIRONS, DIANA M CLEARWATER FL 33763 - 4408 2019 UTOPIAN DR # 314 2231 UTOPIAN DR E # 211 CLEARWATER FL 33763 - 4276 CLEARWATER FL 33763 - 4242 HODGSON, JOYCE N HOLLEY, RENE H HONDRAS, LULA 2022 CAMELOT DR # 17 2022 CAMELOT DR # 21 2181 HARTFORD WAY CLEARWATER FL 33763 - 4247 CLEARWATER FL 33763 - 4248 CLEARWATER FL 33763 - 4400 HORN, WANDA M HOSTETLER, DOROTHY M HOUSE, PHYLLIS 2021 SHANGRILA DR # 40 2070 LAKEVIEW DR # 207 1460 BELTREES ST STE 11 CLEARWATER FL 33763 - 4256 CLEARWATER FL 33763 - 4338 DUNEDIN FL 34698 - HOVELMAN, FRANK HOVLAND, CHRISTINE A HOVLAND, THOMAS H HOVELMAN, THELMA 2020 LAKEVIEW DR # 203 2020 LAKEVIEW DR # 204 2022 CAMELOT DR # 19 CLEARWATER FL 33763 - 4311 CLEARWATER FL 33763 - 4311 CLEARWATER FL 33763 - 4247 HOWELL, CHERYL M HOWES, ALVIN L HOWES, IRVIN P HOWELL, LEONARD HOWES, SHIRLEY A HOWES, GEORGIA V 2210 UTOPIAN DR E # 209 1351 WALKABOUT CT 2020 LAKEVIEW DR # 101 CLEARWATER FL 33763 - 4264 SYKESVILLE MD 21784 - 6450 CLEARWATER FL 33763 - 4311 HUDSON, JACQUELYN K TRUST HUNTER, NANCY L HUPFER, MAX A 2019 UTOPIAN DR # 318 2209 UTOPIAN DR E # 121 2050 LAKEVIEW DR # 202 CLEARWATER FL 33763 - 4276 CLEARWATER FL 33763 - CLEARWATER FL 33763 - 4328 HUPP, FORREST G IJAMS, RICHARD H IM, CHEUN HO HUPP, LOUISE O IJAMS, BARBARA IM, HEA CHA 2210 UTOPIAN DR E # 207 2050 LAKEVIEW DR # 102 2210 UTOPIAN DR # 318 CLEARWATER FL 33763 - 4264 CLEARWATER FL 33763 - 4300 CLEARWATER FL 33763 - 4265 • JACKSON, ANTHONY J JACOBSEN, WAYNE A JAMES, MELVIN R , ACKSON, FANNIE F JACOBSEN, MARY J JAMES, ESTHER J 2021 SHANGRILA DR # 4 1934 PEPPERMILL DR 2020 SHANGRILLA DR # 207 CLEARWATER FL 33763 - 4253 CLEARWATER FL 33763 - 4427 CLEARWATER FL 33763 - 4271 JOHNSON, DIANE M JOHNSON, FRANK A JOHNSON, RONALD R 2020 SHANGRILA DR # 307 JOHNSON, JORGELINA JOHNSON, HOLLY A CLEARWATER FL 33763 4273 2022 CAMELOT DR # 57 1969 LANSING DR CLEARWATER FL 33763 - 4251 CLEARWATER FL 33763 - 4425 JOHNSON, SPEAR P JONES, THOMAS E JUNG, ROLAND JOHNSON, SHIRLEY M JONES, MARY H JUNG, GERALDINE 2070 LAKEVIEW DR # 201 2210 UTOPIAN DR E # 305 2070 LAKEVIEW DR # 103 CLEARWATER FL 33763 - 4338 CLEARWATER FL 33763 - 4265 CLEARWATER FL 33763 - 4338 KARASZI, SANDOR KARG, BARBARA J KEITH, DONALD E VADICSKO JUDIT KEITH DIANE ' 1913 PEPPERMILL DR ' 2104 BECKETT LAKE DR CLEARWATER FL 33763 - 4428 2020 SHANGRILA DR # 305 CLEARWATER FL 33763 - 4410 CLEARWATER FL 33763 - 4272 KELLER, LESLIE KELLY FAMILY REVOCABLE TRUST KENNEL, WAYNE K 2070 LAKEVIEW DR # 104 2296 MONACO LN # 16 KENNEL, DOROTHY M CLEARWATER FL 33763 - 4338 CLEARWATER FL 33763 - 5 S 681 HEATHER CT NAPERVILLE IL 60540 - KING, DONALD L KIRK, CHARLES T JR KNIGHT, ELVIN O KING, MARILYN J KIRK, ALICE E KNIGHT, BETTY J 7130 WHITE OAK CIR 13 BEVERLY RD 2231 UTOPIAN DR E # 309 PORTAGE MI 33763 - 4338 ACTON MA 01720 - 3643 CLEARWATER FL 33763 - 4243 KNOWLTON, ROBERTAA KOBASA, ANTONIA KOEPPELLE, THOMAS M JORDAN, THOMAS B 2231 UTOPIAN DR E # 109 KOEPPELLE, CLAUDIA D 2020 LAKEVIEW DR # 206 CLEARWATER FL 33763 - 4240 2210 UTOPIAN DR E # 105 CLEARWATER FL 33763 - 4311 CLEARWATER FL 33763 - 4262 KORDANA, ALEXANDER A KRAMER, HAROLD T KRATHWOHL, PHYLLIS A KORDANA, LINDA S KRAMER, ROSALYN R 2020 LAKEVIEW DR # 104 2125 SUN TREE DR 2210 UTOPIAN DR E # 210 CLEARWATER FL 33763 - 4311 CLEARWATER FL 33763 - 4448 CLEARWATER FL 33763 - 4263 KRAUS, ANIELA B KROHA, THOMAS C JR KROLL, ALFONS R THE 2022 CAMELOT DR # 51 KROHA, CYNTHIA K KROLL, FRANCES A THE CLEARWATER FL 33763 - 4250 1963 LANSING DR 2022 CAMELOT DR # 1 CLEARWATER FL 33763 - 4425 CLEARWATER FL 33763 - 4246 KRUPIT, FLORENCE M LA COMBE, GEORGE J LAITE, CONSTANCE M 2021 SHANGRILA DR # 16 LA COMBE, MARILYN R 2021 SHANGRILA DR # 22 CLEARWATER FL 33763 - 14 ROBIN LN CLEARWATER FL 33763 - 4255 WATERFORD NY 33763 - 4241 LAMBERT, ARTHUR W LAMBERT, CAROLE A 2231 UTOPIAN DR E # 321 CLEARWATER FL 33763 - LANZ, ROLF D LANZ, JOAN L 2209 UTOPIAN DR E # 317 CLEARWATER FL 33763 - 4260 LEE, TED H LEE, OCK S 2209 UTOPIAN DR E # 319 CLEARWATER FL 33763 - 4260 LINTHICUM, RICHARD W LINTHICUM, ELVA R 2022 CAMELOT DR # 55 CLEARWATER FL 33763 - 4251 LOBO, WALTER LOBO, VERONICA 11 AZALEA RD SHARON MA 02067 - LULEK, THOMAS F LULEK, KATIE L 1912 BECKETT LAKE DR CLEARWATER FL 33763 - 4406 LYON, PRISCILLA A LYON, BRUCE R 2231 UTOPIAN DR E # 319 CLEARWATER FL 33763 - 4244 MARANA, ALFRED MARANA, MARY 2231 UTOPIAN DR E # 305 CLEARWATER FL 33763 - 4243 MARTIN, WINSTON L THE 2019 UTOPIAN DR # 312 CLEARWATER FL 33763 - 4276 • LAMPHERE, IRVING KELLY, WINIFRED A 2021 SHANGRILA DR # 26 CLEARWATER FL 33763 - LAWRENCE, CLIFFORD M JR LAWRENCE, NANCY B 2019 UTOPIAN DR # 108 CLEARWATER FL 33763 - 4275 LEVINE, IRVING L THE 1949 BECKETT LAKE DR CLEARWATER FL 33763 - 4408 LINTON, PETER J 2113 SUN TREE DR CLEARWATER FL 33763 - 4448 LOPEZ, STEPHEN C LOPEZ, ELLEN C 2019 UTOPIAN DR W # 308 CLEARWATER FL 33763 - 4276 LULEK, THOMAS T LULEK, ANGELINE 2134 HARTFORD WAY CLEARWATER FL 33763 - 4416 MADISON, SCOTT M MADISON, TIFFANY 1913 BECKETT LAKE DR CLEARWATER FL 33763 - 4407 MARGOLIS, PATRICIA L MARGOLIS, RONALD A 2872 CEDAR RUN CT CLEARWATER FL 33761 - MASTORIDES, ERNEST MASTORIDES, FRANCES 1973 BECKETT LAKE DR CLEARWATER FL 33763 - 4408 0 LANE, BERNICE H 2182 HARTFORD WAY CLEARWATER FL 33763 - 4416 LEDENT, RICHARD LEDENT, LOIS 2020 LAKE VIEW # 106 CLEARWATER FL 33763 - 4311 LEWIS, SHERI A 1931 PEPPERMILL DR CLEARWATER FL 33763 - 4428 LITTLE, GARY L LITTLE, CAROL J 1950 PEPPERMILL DR CLEARWATER FL 33763 - 4427 LOVEJOY, JANE M 2021 SHANGRILA DR # 36 CLEARWATER FL 33763 - LYNCH, PATRICK J LYNCH, PATRICIA A 2146 HARTFORD WAY CLEARWATER FL 33763 - 4416 MAKRIS, GEORGIA 32 MYLES AVE LEVITTOWN NY 11756 - MARKOS, PETER MARKOS, ELAINE S 756 VANESSA LN NESHANIC STATION NJ 08853 - 4102 MAZA, FREDERICK D MAZA, AGNES M 2231 UTOPIAN DR E # 215 CLEARWATER FL 33763 - 4242 MC AULIFFE, ROBERT E MC DOWELL, BETTY V MC EWAN, ANN T MC AULIFFE, CLAIRE 2209 UTOPIAN DR E # 117 2020 LAKEVIEW DR W # 105 2022 CAMELOT DR # 41 CLEARWATER FL 33763 - 4260 CLEARWATER FL 33763 - 4311 CLEARWATER FL 33763 - 4249 MC GINLEY, HELEN V MC GRAW, JAMES L 2070 LAKEVIEW DR # 202 MC GRAW, EDITH G CLEARWATER FL 33763 - 4338 2020 SHANGRILA DR # 103 CLEARWATER FL 33763 - 4270 MC KENDRICK, OWEN MC KENDRICK, PAULINE 2210 UTOPIAN DR E # 201 CLEARWATER FL 33763 - 4264 MC KINNEY, WILLIAM M MC KINNEY, MARIE 2021 SHANGRILA DR # 28 CLEARWATER FL 33763 - 4255 MEIKLEJOHN, BARBARA M 2050 LAKEVIEW DR # 201 CLEARWATER FL 33763 - 4300 MILNER, ROBERT G MILNER, SAUNDRAL 2210 UTOPIAN DR E # 118 CLEARWATER FL 33763 - 4262 MOCHILAR, ROBERT MOCHILAR, HELEN R 2210 UTOPIAN DR E # 310 CLEARWATER FL 33763 - 4265 MOORE, ALEX W 2019 UTOPIAN DR # 112 CLEARWATER FL 33763 - 4275 MORTORO, RITA 2019 UTOPIAN DR W # 218 CLEARWATER FL 33763 - 4278 MURATORE, CAROL K 2070 LAKEVIEW DR # 206 CLEARWATER FL 33763 - 4338 NAGIBINA, TATIANA TOP, LEONID 4 BELLEVIEW # 405 BELLEAIR FL 33756 - 1959 MENDRINOS, GEORGE THE MENDRINOS, ESTHER THE 2022 CAMELOT DR # 45 CLEARWATER FL 33763 - 4250 MINIUTTI, RUDOLPH E MINIUTTI, NORMA D 2210 UTOPIAN DR E # 104 CLEARWATER FL 33763 - 4262 MOGE, WILLIAM J MOGE, OLIVE H 2986 SPRINGWATER CT TOMS RIVER NJ 08755 - 2590 MORGAN, MARGARET B 2021 SHANGRILLA DR # 60 CLEARWATER FL 33763 - 4258 MOSKOS, IRENE TRUST MOSKOS, IRENE THE 2020 SHANGRILA DR # 301 CLEARWATER FL 33763 - 4272 MUSTO, FRANCIS F THE MUSTO, MAUREEN THE 2022 CAMELOT DR # 3 CLEARWATER FL 33763 - 4246 NEUMANN, FRED J NEUMANN, ALICA A 2231 UTOPIAN DR E # 121 CLEARWATER FL 33763 - 4240 MC INTOSH, JEAN 2020 SHANGRILA DR # 205 CLEARWATER FL 33763 - 4271 MC LAY, DAVID THE PO BOX 7153 CLEARWATER FL 33758 - 7153 MIELE, ANTONIETTA 1907 BECKETT LAKE DR CLEARWATER FL 33763 - 4407 MOCCIO, LOUISE THE 2021 SHANGRILA DR # 20 CLEARWATER FL 33763 - 4254 MONTE-CAVALERA, ANN 2021 SHANGRILA DR # 14 CLEARWATER FL 33763 - 4254 MORRISON, JOSEPH D MORRISON, GAYE L 2175 HARTFORD WAY CLEARWATER FL 33763 - 4400 MUNSEN, MARTIN MUNSEN, BONITA R 1335 N CHESTNUT AVE ARLINGTON HEIGHTS IL 60004 - 4634 MYERSCOUGH, HELEN THE 2070 LAKEVIEW DR # 107 CLEARWATER FL 33763 - 4338 NICELY, JOHN H NICELY, MARILYN T 2231 UTOPIAN DR E # 103 CLEARWATER FL 33763 - NIELSEN, VIOLA C NORBERG, JAMES M NOVAK, FRANCES R STROHL, BARBARA D NORBERG, RENEE W 2117 BECKETT LAKE DR 2022 CAMELOT DR # 15 2131 SUN TREE DR CLEARWATER FL 33763 - 4411 CLEARWATER FL 33763 - 4247 CLEARWATER FL 33763 - 4448 • , EDWARD L OBERHOLTZER, ANITA J O'BRIEN O'BRIEN, JANET K 2210 UTOPIAN DR E # 102 2210 UTOPIAN DR E # 204 CLEARWATER FL 33763 - 4262 CLEARWATER FL 33763 - 4264 O'NEIL, DORIS E 2231 UTOPIAN DR E # 105 CLEARWATER FL 33763 - 4239 O'NEIL, JAMES O'NEIL, MARY ANN 2021 SHANGRILA DR # 46 CLEARWATER FL 33763 - PAANANEN, MURIEL M THE 2755 CURLEW RD # 151 PALM HARBOR FL 34684 - 4828 PICA, EVA M 2209 UTOPIAN DR E # 307 CLEARWATER FL 33763 - 4260 POTHIER, CLARENCE J POTHIER, ROBERTA J 2210 UTOPIAN DR E # 311 CLEARWATER FL 33763 - 4265 RAETANO,JEANETTE C THE RAETANO, ANGELO J THE 2209 UTOPIAN DR # 209 CLEARWATER FL 33763 - 4260 REEDY, STANLEY J REEDY, LYNN P 1932 BECKETT LAKE DR CLEARWATER FL 33763 - 4406 REYNOLDS, JOHN R REYNOLDS, JEANNE W 2164 HARTFORD WAY CLEARWATER FL 33763 - 4416 ROBBINS, BETTY J 2210 UTOPIAN DR E # 315 CLEARWATER FL 33763 - 4265 PAKES, VIRGINIA M 2020 SHANGRILA DR # 115 CLEARWATER FL 33763 - 4270 PIPPEN, RANDY PIPPEN, SUSAN A 24807 WINTERBERRY LN PLAINFIELD IL 60544 - 5686 POWELL, JOSEPHINA G 2231 UTOPIAN DR E # 209 CLEARWATER FL 33763 - 4242 RASBERRY, RUTH M 2020 SHANGRILA DR # 219 CLEARWATER FL 33763 - 4272 REEVES, LEILA 1 2209 UTOPIAN DR E # 309 CLEARWATER FL 33763 - 4260 RICHARDSON, JOHN T JR RICHARDSON, SUSAN H 2022 CAMELOT DR # 33 CLEARWATER FL 33763 - 4249 ROBINSON, RONALD E ROBINSON, SUSAN M 2231 UTOPIAN DR E # 111 CLEARWATER FL 33763 - 4240 ROGER A. LARSON, ESQUIRE O C JOHNSON, POPE, BOKOR, RUPPEL PO BOX RO 1 14105 4105 & BURNS, LLP PO BOX LL CLEARWATER FL 33766 - 4105 1368 ON TOP OF THE WORLD INC 8700 SW 99TH ST RD OCALA FL 34481 - 4547 ORGERA, JOSEPH 2231 UTOPIAN DR E # 203 CLEARWATER FL 33763 - 4241 PAVLOCK, BEVERLY A PO BOX 3054 KAILUA KONA H196745 - 3054 PLACZEK, RICHARD S PLACZEK, MARILYN A 2019 UTOPIAN DR W # 310 CLEARWATER FL 33763 - 4276 QUELCH, WILLIAM H JR QUELCH, KATSUKO O 2019 UTOPIAN DR # 110 CLEARWATER FL 33763 - 4275 REAVES, HOMER B 2020 LAKEVIEW DR # 102 CLEARWATER FL 33763 - RENTZ, JAMES RENTZ, CAROL 1933 PEPPERMILL DR CLEARWATER FL 33763 - 4428 RICKER, AMY H 1967 BECKETT LAKE DR CLEARWATER FL 33763 - 4408 RODEN, FLORENCE 2019 UTOPIAN DR # 306 CLEARWATER FL 33763 - 4276 ROOKS, ALLEN G ROOKS, LINDA 2231 UTOPIAN DR E # 315 CLEARWATER FL 33763 - 4244 CLEARWATER, FL 33757-1368 RUGG, RACHAEL A • RUM, ALMO AUDREY MULLENS, SHERRY 1936 PERO,EPPERMILL ILL D DR RUM, MARIE A 1936 1920 PEPPERMILL DR CLEARWATER FL 33763 - 4427 2210 UTOPIAN DR # 109 CLEARWATER FL 33763 - 4427 CLEARWATER FL 33763 - 4262 RYAN, DONALD F SAIA, GERALD W SAMOWITZ, MURRAY BOEHM, CLAUDIA L SAIA, KAREN R 2210 UTOPIAN DR E # 302 125 PROSPECT AVE 2231 UTOPIAN DR E # 307 CLEARWATER FL 33763 - 4265 HACKENSACK NJ 07601 - 2233 CLEARWATER FL 33763 - 4243 SANDEFUR, JEAN THE SARGRAD, BERNARD B SAUBLE, REGINA C THE 2070 LAKEVIEW DR # 102 SARGRAD ESTHER P 2209 UTOPIAN DR E # 315 CLEARWATER FL 33763 - 4338 2231 UTOPIAN DR E # 117 CLEARWATER FL 33763 - 4260 CLEARWATER FL 33763 - 4240 SCHAEFFER, ROBERT I SCHISEL, CYRIL D SCHLIERER, PAUL F SCHAEFFER, JANET H SCHISEL, RUBY M SCHLIERER, KATHY K 2231 UTOPIAN DR E # 107 2209 UTOPIAN DR E # 103 2176 HARTFORD WAY CLEARWATER FL 33763 - 4239 CLEARWATER FL 33763 - 4260 CLEARWATER FL 33763 - 4416 SCHMIDT, MICHAEL R SCOLARI, JOSEPH V JR SCRIVNER, CHARLES P SCHMIDT, LORI F SCOLARI, ANNA M SCRIVNER, JULIE A 2158 HARTFORD WAY 2209 UTOPIAN DR E # 221 1955 BECKETT LAKE DR CLEARWATER FL 33763 - 4416 CLEARWATER FL 33763 - 4260 CLEARWATER FL 33763 - 4408 SCRIVNER, CHARLES RYAN SCRIVNER, WILLIAM D SEDOR, CHARLES W 1937 PEPPERMILL DR SCRIVNER, SUSAN M SEDOR, KATHLEEN A CLEARWATER FL 33763 - 4428 2116 BECKETT LAKE DR 2050 LAKEVIEW DRIVE # 103 CLEARWATER FL 33763 - 4410 CLEARWATER FL 33763 - 4300 SFOUGARISTOS, IRENE SHEFFIELD, CAROL A SHERMAN, PAULA 2111 BECKETT LAKE DR PO BOX 281 2209 UTOPIAN DR E # 111 CLEARWATER FL 33763 - 4411 TREXLERTOWN PA 18087 - 0281 CLEARWATER FL 33763 - 4260 SHERWOOD, WILLIAM H III SHEVLIN, WILLIAM P SIEGRIST, WILMA 2210 UTOPIAN DR E # 103 SHEVLIN, SARAH L 2209 UTOPIAN DR # 109 CLEARWATER FL 33763 - 4262 2019 UTOPIAN DR # 212 CLEARWATER FL 33763 - 4260 CLEARWATER FL 33763 - 4278 SIRCHIA, SAMUEL P SKWIR, ROBERT SKWIR, ROBERT OLSEN, ROSADEL E SKWIR, BERNICE SKWIR, BERNICE 2070 LAKEVIEW DR # 101 5940 SEABREEZE DR 5940 SEABREEZE DR CLEARWATER FL 33763 - 4338 PORT RICHEY FL 34668 - 3542 PORT RICHEY FL 34668 - 3542 SLAZINSKI, LEONARD J THE SMITH, ANDREW D SMITH, BARBARA J SLAZINSKI, ALICE THE HARRIS, JILL P 1975 LANSING DR 2022 CAMELOT DR .# 59 2823 COBBLESTONE DR CLEARWATER FL 33763 - 4425 CLEARWATER FL 33763 - 4251 PALM HARBOR FL 34684 - 1655 0 • SMITH, GRACE C HARRIS SMITH, JEWEL SMITH, RONALD E 2022 CAMELOT DR # 11 2020 SHANGRILA DR # 101 SMITH, MINNIE B CLEARWATER FL 33763 - 4268 CLEARWATER FL 33763 - 4270 2210 UTOPIAN DR E # 304 CLEARWATER FL 33763 - SMOAK, HENRY E JR SNYDER, MARGARET A SORSBY, MARJORIE E SMOAK, ALMA G 2019 UTOPIAN DR # 106 2021 SHANGRILA DR # 52 2021 SHANGRILA DR # #48 CLEARWATER FL 33763 - 4275 CLEARWATER FL 33763 - 4257 CLEARWATER FL 33763 - 4257 SPECK, WILLIAM J STAPLETON, WILLIAM L STARRATT,.DAVID G SPECK, ALIS L STAPLETON, MARIANNE S STARRATT, JOYCE M 2210 UTOPIAN DR E # 110 2231 UTOPIAN DR E # 301 1910 PEPPERMILL DR CLEARWATER FL 33763 - 4262 CLEARWATER FL 33763 - 4243 CLEARWATER FL 33763 - 4427 STEINBERGER, SYDELL STEPHENSON, RONALD L STIFFLER, SHANNON K 2210 UTOPIAN DR E # 116 STEPHENSON, JEANNETTE C 276 ERNEST DR CLEARWATER FL 33763 - 4262 1961 BECKETT LAKE DR TALLMADGE OH 44278 - 1666 CLEARWATER FL 33763 - 4408 STILWELL, MARCUS STUDWELL, RICHARD D SUNSET POINT CONDO ASSN STILWELL, SHIRLEY G STUDWELL, ROSE P PO BOX 3695 2020 SHANGRILA DR # 107 2209 UTOPIAN DR E # 211 SEMINOLE FL 33775 - 3695 CLEARWATER FL 33763 - 4270 CLEARWATER FL 33763 - 4260 SWEIGART, JACOB K SZOT, SHIREEN TAYLOR, DEREK K SWEIGART, ADELIA M TAYLOR, SHIRLEY J 2128 BECKETT LAKE DR 2210 UTOPIAN DR E # 215 CLEARWATER FL 33763 - 4410 2021 SHANGRILA DR # 10 CLEARWATER FL 33763 - 4263 CLEARWATER FL 33763 - TESCONE, VICTOR JR THOMAS, VELMA J TIMM, ERNA 2210 UTOPIAN DR E #111 2021 SHANGRILA DR # 44 2209 UTOPIAN DR E # 201 CLEARWATER FL 33763 - 4262 CLEARWATER FL 33763 - 4257 CLEARWATER FL 33763 - 4260 ULMER, HAROLD G VAKALOPOULOS, GEORGE VAN ETTEN, UPTON A ULMER, KAREN L VAN ETTEN, ORLETHA 2210 UTOPIAN DR E # 314 2210 UTOPIAN DR # 303 CLEARWATER FL 33763 - 4265 2231 UTOPIAN DR E # 317 CLEARWATER FL 33763 - 4265 CLEARWATER FL 33763 - 4244 VETTER, HELEN J VICTOR, JUYNE VILLAS LK ARBOR COMNTY ASSN IN 2021 SHANGRILA DR # 6 2021 SHANGRILA DR # 54 28163 US HIGHWAY 19 N CLEARWATER FL 33763 - 4253 CLEARWATER FL 33763 - 4258 CLEARWATER FL 33761 - 2697 VIZCARRA, CARMEN R VON HOENE, VIRGINIA WALDREP, ROSA L 2210 UTOPIAN DR E # 212 2210 UTOPIAN DR E # 112 2022 CAMELOT DR # 29 CLEARWATER FL 33763 - 4263 CLEARWATER FL 33763 - 4262 CLEARWATER FL 33763 - 4248 WALK, GUENTHER F 2'209 UTOPIAN DR E # 217 CLEARWATER FL 33763 - 4260 WATSON, JULIA A 2021 SHANGRILA DR # 50 CLEARWATER FL 33763 - 4257 WEBB NURSERY INC 2251 MONTCLAIR RD CLEARWATER FL 33763 - 4325 WETHERHOLD, BETTE E 2210 UTOPIAN DR E # 214 CLEARWATER FL 33763 - 4263 WHITMORE, HAROLD S WHITMORE, MURIEL 2020 SHANGRILA DR # 311 CLEARWATER FL 33763 - WILSON, ALICE D RICKETSON, SUSAN A 1938 PEPPERMILL DR CLEARWATER FL 33763 - 4427 WONG, MARCUS P WONG, IRMA G 2124 SUNTREE DR CLEARWATER FL 33763 - 4447 ZANGENEHPOUR, SAIED ZANGENEHPOUR, KATHERINE L 6260 MEDICI CT # 206 SARASOTA FL 34243 - • WALKER, HIRAM S WALKER, JANET M 2020 SHANGRILA DR # 111 CLEARWATER FL 33763 - 4270 WATTERS, VERN WATTERS, TERRY M 44693 237TH LN AITKIN MN 56431 - 4834 WEBB, DAVID B WEBB, SHARON 2251 MONTCLAIR RD CLEARWATER FL 33763 - 4325 WHITE, JOSEPHINE T 2209 UTOPIAN DR E # 303 CLEARWATER FL 33763 - 4260 WILEY, ELEANOR S 2021 SHANGRILA DR # 2 CLEARWATER FL 33763 - 4253 WILSON, JAMES D THE WILSON, KATINA G THE 2209 UTOPIAN DR E # 205 CLEARWATER FL 33763 - 4260 WRIGHT, WILLAIM W WRIGHT, HELEN L 2022 CAMELOT DR # 39 CLEARWATER FL 33763 - 4249 ZENKERT, JANET G THE 2021 SHANGRILA DR # 58 CLEARWATER FL 33763 - 4258 FLD2005-03030 0 WARD, THOMAS P WARD, MARGUERITE A 2147 HARTFORD WAY CLEARWATER FL 33763 - 4400 WEAVER, RYAN S WEAVER, MARTHA S 1918 PEPPERMILL DR CLEARWATER FL 33763 - 4427 WESTLUND, JOHN F WESTLUND, ARLETA S 2210 UTOPIAN DR E # 106 CLEARWATER FL 33763 - 4262 WHITE, STEPHEN A WHITE, KAREN A 2021 SHANGRILA DR # 42 CLEARWATER FL 33763 - 4256 WILKINSON, NANCY J 1956 PEPPERMILL DR CLEARWATER FL 33763 - 4427 WOLOSZYN, RICHARD WOLOSZYN, JACALYN 1607 BROWNING AVE N CAPE MAY NJ 08204 - 2142 ZACK, JEAN A 1960 PEPPERMILL DR CLEARWATER FL 33763 - 4450 CITY O CLEARWATER PLANNING DEPAI?'I MENT P `l ?F POST OFFICE BOX 4748, CLEARWATER FLORIDA 33758-4748 ca+A0$ MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 562-4567 FAX (727) 562-4576 LONG RANGE PLANNING DEVELOPMENT REVIEW May 26, 2005 Mr. Roger Larson Johnson, Pope, Bokor, Ruppel & Burns, LLP PO Box 1368 Clearwater, FL 33757-1368 U 03 F'-? RE: Community uW- rit Board Meeting regarding application for Flexible Development approval (FUD2005=03-630). Dear Mr. Larson: The Flexible Development approval to permit the transfer of one dwelling unit (TDR2005- 04021) from the portion of the subject site within the Preservation (P) district and Preservation (P) future land use plan (FLUP) category to a portion of the site within the Medium Density Residential (MDR) district and Residential Low Medium (RLM) FLUP category under the provisions of Sections 4-1402 - 1403 and to revise a previously approved site plan which allowed an assisted living facility on the site located at 2271 Montclair Road as a Residential Infill Project without fronting on a major arterial street (approved by the Community Development Board on March 21, 2000) by expanding the number of beds from 144 beds to 180 beds, reduce the front (north) setback from 25 feet to 23 feet, not providing a landscaped wall or fence which will screen parking from adjacent parcels of land as required by Section 3-304.A.2 and a reduction in the required number of parking spaces from 90 spaces (one space per two residents) to 72 spaces (one space per 2.5 residents), as a Residential Infill Project, under the provisions of Section 2-304.G. The meeting will take place on June 21, 2005 at 1:00 p.m. in the City Commission Chambers, 3>a floor of City Hall at 112 South Osceola Avenue, Clearwater. If you have any questions, please do not hesitate to call me at 727-562-4558. Sincerely, Mark T. Parry Consulting Planner S.•IPlanning DepartmentlC D BIFLEX (FLD) IlncompletelMontclair 2155 Beckett Lake Lodge ALF (MDR) MMMontclair 2155 CDB Letter.doc BRIAN J. AvNGSr, MAYOR FRANK HIBBARD, VICE MAYOR HOYr H,L:YIILTON, COLINCIEMEMBER. BILL. JONSON, COUNCILMEMBER CARLEN A. pE'i-ri SEN, COLiNCILMENBER "EQLIAL EMPLOYMENT AND AFFIRMATIVE ACTION EMPLOYER" Clearwater Fax Cover Sheet 0 City of Clearwater Planning Department 100 S. Myrtle Ave., 2nd Floor Clearwater, FL 33756 Telephone: (727) 562-4567 Fax: (727) 562-4865 To: Roger Larson Fax: 727-462-0365 Phone: 727-461-1818 From: Sherry Watkins Date: 05/2/2005 Subject: DRC Comment & Meeting Time 10:30 AM Message: Number of pages including cover sheet Conditions Associated Witp FLD2005-03030 2155 MONTCLAIR RD Engineering Condition Steve Doherty 562-4576 04/27/2005 1. 5 ft. concrete sidewalk shall be extended to east property line of development. (Development Not Met Code Sections 3-1701 and 3-1907 and Clearwater Contract Specifications and Standards, Article 30). 2. Bring all substandard sidewalks and sidewalk ramps adjacent to pr a part of hte project up to standard, including A.D.A. (Truncated domes per F.D.O.T. Index #304) 3. Sidewalk easement shall be provided by property owner to address sidewalk portion on west end of project traversing private property. All the above conditions shall be addressed prior to C.D.B. General Note: DRC review is a prerequisite for Building Permit Review, additional comments may be forthcoming upon submittal of a Building Permit Application. Environmental Condition Heather Faessler 562-4897 04/26/2005 1. City of Clearwater code requires a minimum of 25' wetland buffer zone from jurisdictional lines. Not Met 2. Indicate building maintenance area on site plans. Fire Condition Downes Blackburn 562-4327 xt 3025 04/25/2005 WHERE UNDERGROUND WATER MAINS AND HYDRANTS ARE REQUIRED, THEY SHALL Not Met BE INSTALLED, COMPLETED AND, IN SERVICE PRIOR TO CONSTRUCTION AS PER NFPA 241. PLEASE ACKNOWLEDGE PRIOR TO CDB. 04/25/2005 A fire sprinkler system is required and must be installed as per NFPA-13 2002 edition, by a Not Met licensed fire sprinkler constractor with separate permit and plans. Please acknowledge PRIOR TO CDB. 04/25/2005 The required fire sprinkler sytem must be monitored by UL Listed Central Station monitoring Not Met company. Please acknowledge PRIOR TO CDB. 04/25/2005 A fire alarm system will be required and must be installed as per NFPA-72 2002 edition, by a Not Met licensed fire alarm contractor with separate permit and plans. Please acknowledge PRIOR TO CDB. 04/25/2005 The freestanding FDC must be at least 15 feet off the building and within 40 ft of a fire hydrant. Not Met Please acknowledge prior to CDB. 04/25/2005 Provide 24 ft wide roadways/drive aisles for emergency vehicle ingress and egress. Please Not Met acknowledge PRIOR TO CDB. 04/25/2005 Minimum height for canopy/porto cochere is 14 ft. Please acknowledge PRIOR TO CDB. Not Met 04/25/2005 Provide minimum 28 ft turning radii for ingress and egress, and at any island/landscape planter at Not Met which emergency vehicles may be called upon to turn. Emergency vehicles are non-articulating and 45 ft. long. Please respond PRIOR TO CDB. 04/25/2005 All drainage pipe covers/grates in roadway/drive aisles must meet HS-20 requirements, to Not Met accommodate 80,000 lb weight of emergency vehicles. Please respond PRIOR TO CDB. 04/25/2005 Fire hydrant symbol on page C-6 and light standard symbol on page C-5 are identical and in Not Met identical locations. Provide fire hydrant(s) within 300 ft of the most remote point of the building. Please respond PRIOR TO CDB. 04/25/2005 Provide rear hydrant and extinguishers for any dock/pier at the rear of the building to meet the Not Met requirements of NFPA-303. Please respond PRIOR TO CDB. 04/28/2005 Provide gate type lock boxes at gates as per PinellasCounty Ordinance No. 98-4. Not Met Applications for gate type lock boxes can be picked up at Life Safety Management building at 600 Franklin St. Please respond to comment PRIOR TO CDB. Print Date: 05/02/2005 CaseConditons Page 1 of 4 • FLD2005-03030 2155 MONTCLAIR RD Building Facade Landscape C Arden Dittmer • 562-4604 04/25/2005 Per Section 3-1202.E.2. Foundation plantings shall be provided for 100% of a building facade with Not Met frontage along a street right of way, excluding space necessary for building ingress and egress, within a minimum five foot wide landscaped area composed of at least two accent trees (or palm equivalents) or three palms for every 40 linear feet of building facade and one shrub for every 20 square feet of required landscaped area. A minimum of 50% of the area shall contain shrubs with the remainder to be ground cover. By shifting the structure to the south a few feet there willl be ample room to meet this Code requirement. Revise plans and resubmit. Land Resource Condition Rick Albee 562-4741 04/22/2005 What is the "Wetland Buffer Compensation" area? Are there any grade changes proposed? Note, Not Met no grade changes can occur under any trees to be preserved. 04/22/2005 Why remove the parking stalls between tree #32 and 35? Minimize grade changes around these Not Met trees. Revise prior to CDB. 04/22/2005 What are the proposed grades of the covered walk at tree #20? This tree was previously stressed Not Met and will not tolerate additional disturbance. Also, what is the proposed elevation of the walkway canopy? How will it affect the trees canopy? Provide prior to CDB. 04/22/2005 The tree survey is outdated and incomplete. Show all trees 4" DBH and greater on all civil plans Not Met and revise the tree diameters as outlined in the inventory. Revise prior to CDB. 04/22/2005 The arborists field notes should be transfered in "type" on the Tree Inventory Plan. Revise prior to Not Met building permit. 04/22/2005 Provide a Tree Preservation Plan prepared by a certified arborist, consulting arborist, landscape Not Met architect or other specialist in the field of arboriculture. This plan must show how the proposed building, parking, stormwater and utilities impact the critical root zones (drip lines) of tree to be preserved and how you propose to address these impacts ie; crown elevating, building lintels, root pruning and/or root aeration systems. Other data required on this plan must show the trees canopy line, actual tree barricade limits (2/3 of the drip line and/or in the root prune lines if required), and the tree barricade detail. And any other pertinent information the arborist feels relates to tree preservation. Provide prior to building permit. 04/22/2005 Remove the "Ribbon" tree barricade detail, ribbon barricades are not permitted. Revise prior to CDB. 04/28/2005 The new dumpster location is now moved under the canopy of tree #20. Have your arborist field verify the canopy impact prior to CDB. Parks & Recs Condition No comment since Open Space fees have previously been collected on this project. Storm Water Condition Elliot Shoberg 562-4748 04/22/2005 Prior to building permit: 1) Revise vertical walls on pond per City stormwater criteria "In no circumstance will vertical walls on detention ponds be permitted adjacent to row, along the boundaries of adjacent parcels of land, on more than two sides of a detention pond...." 2) Dry ponds subdrains require 24" of filter medea between the subdrain and the botttom of the pond. Per City underdrain detail for dry detention areas Index 217. Print Date: 05/02/2005 Not Met Not Met Not Met Not Met CaseConditons Page 2 of 4 FLD2005-03030 2155 MONTCLAIR RD New Dumpster Enclosure 0 Please explain how Solid Waste will be handled Not Met That dumpster enclousure(s) needs to be constructed to City specifications. Traffic Eng Condition Bennett Elbo 562-4775 04/25/2005 1. Face of gate must be 20' from the back edge of sidewalk. Not Met 2. Provide signage for gated driveway. i.e. " Do not enter" "Fire and emergency vehicle access only". 3. Provide wheel stops in parking stalls that abut sidewalk. 4. Driveway width must be 24' wide. 4/28/05 - AS THIS IS A FIRE EXIT ONLY - 20-FEET WIDE IS ACCEPTABLE. 5. Provide an accessible path from a building's accessible entrance to a public sidewalk compliant with Florida Accessibility Code for Building Construction Chapter 11, Section 11-4.3.2. For workers or guests utilizing other means of transportation i.e. bus, walking etc. All of the above to be addressed prior to CDB. General note: Transportation Impact Fees to be determined and paid prior to a C.O.. Zoning Condition Initials Missing 562-4558 Section 3-907 requires the following: Not Met a. A vegetative buffer shall be provided on all lands within 25 feet of any property designated on the Zoning Atlas as preservation (P), or any property determined to be wetlands under the jurisdiction of the State of Florida ("jurisdictional wetlands"); and all lands within 15 feet of the top of the bank of any creeks, channels, or related waterways which contain jurisdictional wetlands. This requirement shall not apply to existing seawalls or other structures creating an abrupt transition between any such property and the adjoining upland property. "Top of the bank" is that point on the slope at which the side slope becomes flatter than one foot vertical to four feet horizontal. b. The required buffer width may be reduced by not more than one-third in a portion of the buffer, by providing additional width in another portion of the buffer which will result in an equivalent or greater square footage of cumulative buffer area. c. No structure or other surface impervious to water shall be permitted within the vegetative buffer, with the exception of structures which would be allowed as a part of a Level One or Level Two approval within the preservation district. d. Within the vegetative buffer, any native vegetation shall be protected so that the buffer will retain the character of the immediately adjacent vegetation within the preservation district. Native vegetation within the buffer shall not be removed or altered unless the removal or alteration of the vegetation will not adversely affect the hydrological or ecological integrity of the adjacent wetland. All prohibited trees existing within the buffer shall be removed by the landowner and shall be prevented from re-emergence. This subsection shall not be construed to prohibit routine maintenance trimming of nonwetland vegetation in accordance with procedures developed by the city manager. It appears that the proposed building is within the 25-foot vegetative buffer width. Delineate the preservation area and provide the required 25-foot vegetative buffer or as otherwise required by the Public Works Administration; Clarify whether the proposed driveway is a two-way or one-way system. If it's a two-way driveway Not Met it is too narrow; It is indicated on the site plan that the dumpster enclosure will be relocated. It is not clear where Not Met the dumpster will be located; Print Date: 05/02/2005 CaseConditons Page 3 of 4 FLD2005-03030 2155 MONTCLAIR RD Zoning Condition Initials Missing 562-4558 Indicate the location of all outdoor light fixtures. There are some symbols on the site plan which I Not Met assume are light fixtures including some heavy astericks. I'd just like to confirm what these are; Print Date: 05/02/2005 CaseConditons Page 4 of 4 May. 02 2005 03:15PM YOUR LOGO CityOfClearwater-Plan Dept YOUR FAX NO. 727 562 4865 NO. OTHER FACSIMILE START TIME USAGE TIME MODE PAGES RESULT 01 94620365 May.02 03:13PM 02'13 SND 05 OK TO TURN OFF REPORT, PRESS 'MENU' ##04. THEN SELECT OFF BY USING '+' OR '-'. FOR FAX ADVANTAGE ASSISTANCE, PLEASE CALL 1-800-HELP-FAX C435-7329]. Tr*smission Report Date/Time Local ID Local Name Company Logo Th i sdocument was confirmed. (reduced sample and details below) Document Size Letter-S PAX MESSAGE CITY OF CLEARWATER PLANNING DEPARTMENT MUNICIPAL SERVICES BUILDING PLANNING DEPARTMENT IDD S MYRTLE AVE. P O BOX 4748 CLEARWATER, FL 33759 4748 OFFICE PHONE - (777) 5624567 FAX PHONE - (727) 562.4576 TO: Roger Larson, Johnson Pone. Bokor Rumml & Bums. LLP FAX p: 727.4620365 PROM: Mack T Parry Planate Deoertment City of Clearwatc DATE Wedneadav. April 13.2005 MESSAGE: Roger, The application is complete. please give me a can or drop a firm if you have any questions. The attached complete letter has been cmaled and mailed to you. Should you have any questions, please do not hesitate t contacting nm deadly at 727.562-455& NUMBER OF PAGES (INCLUDING THIS PAGE): Three (3) Total Pages Scanned 3 Total Pages Confirmed : 3 4-13-05; 1:30PM 7275624796 No. Doc Remote Station Start Time Duration Pages Mode Comments Results 1 253 94620365 4-13-05; 1:28PM 1151" 3/ 3 G3 CP 14.4 Notes . EC: Error Correct RE: Resend PD: Polled by Remote BC: Broadcast Send MP: Multi-Poll PG: Polling a Remote CP: Completed RM: Receive to Memory DR: Document Removed HS: Host Scan HP: Host Print FO: Forced Output HF: Host Fax HR: Host Receive FM: Forward Mailbox Doc MB: Receive to Mailbox PI: Power Interruption TM: Terminated by user WT: Waiting Transfer WS: Waiting Send • 0 FAX MESSAGE CITY OF CLEARWATER PLANNING DEPARTMENT MUNICIPAL SERVICES BUILDING PLANNING DEPARTMENT 100 S MYRTLE AVE. P O BOX 4748 CLEARWATER, FL 33758-4748 OFFICE PHONE - (727) 562-4567 FAX PHONE - (727) 562-4576 TO: Roger Larson ; Johnson, Pope, Bokor, Ruppel & Burns, LLP FAX #: 727.462.0365 FROM: Mark T. Parry, Planning Department, City of Clearwater DATE: Wednesday, April 13, 2005 MESSAGE: Roger, The application is complete. Please give me a call or drop a line if you have any questions. The attached complete letter has been emailed and mailed to you. Should you have any questions, please do not hesitate in contacting me directly at 727.562.4558. NUMBER OF PAGES (INCLUDING THIS PAGE): Three (3) .?, CITY OF CLEARWATER PLANNING DEPARTMENT 4POST OFFICE BOX 4748, CLEARWATER, FLORIDA 33758-4748 ,?;0 s s e 0 MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 562-4567 FAx (727) 562-4576 LONG RANGE PLANNING DEVELOPMENT REVIEW April 13, 2005 Mr. Roger Larson Johnson, Pope, Bokor, Ruppel & Burns, LLP PO Box 1368 Clearwater, FL 33757-1368 RE: Application for Flexible Development approval to permit the transfer of one dwelling unit from the portion of the subject site within the Preservation (P) district and Preservation (P) future land use plan (FLUP) category to a portion of the site within the Medium Density Residential (MDR) district and Residential Low Medium (RLM) FLUP category under the provisions of Sections 4-1402 - 1403 and to allow an assisted living facility on the site located at 2271 Montclair Road as a Residential Infill Project without fronting on a major arterial street approved by the Community Development Board on March 21, 2000) by expanding the number of beds from 144 beds to 180 beds, reduce the front (north) setback from 25 feet to 23 feet (to pavement), not providing a landscaped wall or fence which will screen parking from adjacent parcels of land as required by Section 3-304.A.2 and a reduction in the required number of parking spaces from 90 spaces (one space per two residents) to 72 spaces (one space per 2.5 residents), as a Residential Infill Project, under the provisions of Section 2-304.G. Dear Mr. Larson: The Planning Department has reviewed your application for Flexible Development (FLD2005- 03030) for the site at 2155 Montclair Road. After a preliminary review, staff determined that the applications are complete. The application has been entered into the Department's filing system and assigned the case number FLD2005-03030 The Development Review Committee (DRC) will review the application for sufficiency on May 5, 2005 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. Please call Sherrie Watkins, Administrative Analyst at 727.562.4582 no earlier than one week prior to the meeting date for the approximate time that your case will be reviewed. You or your client must be present to answer any questions that the DRC may have regarding your application. BRIAN J. AUNGS'I', MAYOR FRANK HIBBARD, VICE MAYOR HOYr HAA HLI-ON, COUNCtl mr.xIBER BILL JONSON, COUNCILDIEIIBER CARLEN A. PETERSEN, COUNCILMENIBER "EQUAL EMPLOYMENT AND AFFIRMATIVE AcrION EMPLOYER" If you have any questions, ease do not hesitate to call me at 72'2-4558. You can access zoning information for parcels within the City through our website: http://www.myclearwatei-.com/. Sincerely, Mark T. Parry Consulting Planner S:Oanning DepartmentlCD BIFLEX (FLD)IIncompletelMoniclair 2155 Beckett Lake Lodge ALF (MDR) MTPIMontclair 2155 complete ltr.doc T*nsm i ss i on Report Date/Time Local ID Local Name Company Logo This document was confirmed. (reduced sample and details below) Document Size Letter-S FAXMESSAGE CITY OF CLEARWATER PLANNING DEPARTMENT MUNICIPAL SERVICES BUILDING PLANNING DEPARTMENT 100 S MYRTLE AVE. P O BOX 4746 CLEARWATER, FL 33758-4748 OFFICE PHONE - (727) 567A567 FAX PHONE - (727) 5624576 , 70: Raeer Larson : Johnson. Pane. Bokor. Runnel & Dums. LLF FAX #: 727.462.0365 r FROM: Mark T. Farrv. isi mina Deoatbment. City of Clearwater DATE: Monday, Anril 04.2005 MESSAGE: Roger, The application is missing a few things and is techrrieally incomplete. rd like to work with you to make the application complete by April 11, 2005 (mood. Flew give me a call or drip a line if you have any questicma The attached incomplete letter has been emailed emit mailed to 3e. Should you have any questions, please do not heamle in contacting me directly at 727.562.4558. NUMBER OF PAGES (INCLUDING THIS PAGE): Five (5) Total Pages Scanned : 5 Total Pages Confirmed 5 4- 4-05; 2:00PM 7275624796 No. Doc Remote Station Start Time Duration Pages Mode Comments Results 1 225 94620365 4- 4-05; 1:57PM 3'21" 5/ 5 G3 CP 14.4 Notes . EC: Error Correct RE: Resend PD: Polled by Remote BC: Broadcast Send MP: Multi-Poll PG: Polling a Remote CP: Completed RM: Receive to Memory DR: Document Removed HS: Host Scan HP: Host Print FO: Forced Output HF: Host Fax HR: Host Receive FM: Forward Mailbox Doc MB: Receive to Mailbox PI: Power Interruption TM: Terminated by user WT: Waiting Transfer WS: Waiting Send FAX MESSAGE CITY OF CLEARWATER PLANNING DEPARTMENT MUNICIPAL SERVICES BUILDING PLANNING DEPARTMENT 100 S MYRTLE AVE. P O BOX 4748 CLEARWATER, FL 33758-4748 OFFICE PHONE - (727) 562-4567 FAX PHONE - (727) 562-4576 TO: Roger Larson ; Johnson, Pope, Bokor, Ruppel & Burns, LLP FAX #: 727.462.0365 FROM: Mark T. Parry, Planning Department, City of Clearwater DATE: Monday, April 04, 2005 MESSAGE: Roger, The application is missing a few things and is technically incomplete. I'd like to work with you to make the application complete by April 11, 2005 (noon). Please give me a call or drop a line if you have any questions. The attached incomplete letter has been emailed and mailed to you. Should you have any questions, please do not hesitate in contacting me directly at 727.562.4558. NUMBER OF PAGES (INCLUDING THIS PAGE): Five (5) I ? ? i s.r?.ts ? t CITY OF C LEARWATE R 73 h PLANNING DEPARTMENT jf? POST OFFICE BOX 4748, CLEARWATER, FLORIDA 33758-4748 i MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 0 0 I I? TELEPHONE (727) 562-4567 FAx (727) 562-4576 LONG RANGE PLANNING DEVELOPMENT REVIEW April 4, 2005 Mr. Roger Larson Johnson, Pope, Bokor, Ruppel & Burns, LLP PO Box 1368 Clearwater, FL 33757-1368 RE: Application for Flexible Development approval to revise a previously approved Level Two Flexible Development application (FLD 00-02-06; Flexible Development approval to allow an assisted living facility on the site located at 2271 Montclair Road as a Residential Infill Project without fronting on a major arterial street approved by the Community Development Board on March 21, 2000) by expanding the number of beds from 144 beds to 180 beds, reduce the front (north) setback from 25 feet to 23 feet, not providing a landscaped wall or fence which will screen parking from adjacent parcels of land as required by Section 3-304.A.2 and a reduction in the required number of parking spaces from 90 spaces (one space per two residents) to 72 spaces (one space per 2.5 residents), as a Residential Infill Project, under the provisions of Section 2-304.G. Dear Mr. Larson: The Planning Department has reviewed your application for Flexible Development (FLD2005- 03030) for the site at 2155 Montclair Road. After a preliminary review, staff determined that the application is incomplete. The appli i een entered into the Department's filing system and assigned the case number F -03030 The following items are required to be submitted on or before noon of April 11, 2005 in order to be placed on the next DRC agenda (May 5, 2005): BRIAN J. AUNGSP, MAYOR FRANK HIBBARD, VICE MAYOR HOPI' HA.MIUI'ON, COUNCILMEMBER BILL JONSON, COUNCILMEMBER CARLEN A. PGT[RSEN, COUNCIL MEMBER "EQUAL EMPLOYMENT AND AFFIRMATIVE ACTION EMPLOYER" April 4, 2005 Larson - Page Two 1. A Transfer of Development Rights (TDR) application is required to be submitted. No additional fee is required. The site plan indicated the upland and submerged portions of the site. The site plan data table also needs to indicate the area of the site within the Preservation (P) and Water Future Land Use Plan (FLUP) categories A majority of the submerged land is designated as Water on the FLUP map. According to the Countywide Plan Rules Section 2.3.3.8.1 Category/Symbol - Water/Drainage Feature (as noted on FLUP) no density/intensity allocation is permitted. A portion of the submerged land is within the Preservation (P) district and has a FLUP classification of Preservation (P). According to the Countywide Plan Rules Section 2.3.3.7.1 Category/Symbol - Preservation (P) a transfer of density rights shall be allowed consistent with Article 4, Section 4.2.7 Special rules of the Countywide Plan Rules. Subsection G states that "where density/intensity cannot otherwise be determined for the Preservation... category based on local government provisions for transfer of development, such categories shall be assigned a maximum density/intensity of one (1) dwelling unit-per acre...". Section 6.1.3 allows density/intensity averaging in all FLUP categories except Preservation (P), Recreation/Open Space (R/OS), Central Business District (CBD) and Community Redevelopment District (CRD). In summary a TDR will be required in order to use any of the density allotted to the portion of the property designated as Preservation (P) on the FLUP map. Any portion of the site designated as Water on the FLUP map will not generate any density. The size of the upland portion according to the submitted site plan is 5.91 acres which yields 59 dwelling units or 177 beds. The portion of the site with a FLUP classifications of Water and Preservation was not provided with the application therefore, the number of additional dwelling units cannot be determined at this time. There is a valid occupation license (OCL-0011173) for a assisted living facility with 130 beds. Excluding any additional density yielded by the portion of the site within the Preservation (P) FLUP classification there is an unused potential of an additional 47 beds left on the portion of the site within the Residential Low Medium (RLM) FLUP classification; 2. Section E of the application is incomplete. The following items are required and do not appear to have been submitted or included in the application: a. Existing topography extending 50 feet beyond all property lines; b. Proposed grading including finished floor elevations of all structures (the existing structures were not included on the grading, drainage & utility plan (Sheet C5); and --^--- c. The "acknowledgement of stormwater plan requirements" was not initialed. 3. Section 3-907 requires the following: a. A vegetative buffer shall be provided on all lands within 25 feet of any property designated on the Zoning Atlas as preservation (P), or any property determined to be wetlands under the jurisdiction of the State of Florida ("jurisdictional wetlands"); and all lands within 15 feet of the top of the bank of any creeks, channels, or related waterways which contain jurisdictional wetlands. This requirement shall not apply to existing seawalls or other structures creating an .abrupt transition between any such property and the adjoining upland property. "Top of the bank" is that point on the slope at which the side slope becomes flatter than one foot vertical to four feet horizontal. A Apri14, 2005 0 0 Larson - Page Three b. The required buffer width may be reduced by not more than one-third in a portion of the buffer, by providing additional width in another portion of the buffer which will result in an equivalent or greater square footage of cumulative buffer area. c. No structure or other surface impervious to water shall be permitted within the vegetative buffer, with the exception of structures which would be allowed as a part of a Level One or Level Two approval within the preservation district. d. Within the vegetative buffer, any native vegetation shall be protected so that the buffer will retain the character of the immediately adjacent vegetation within the preservation district. Native vegetation within the buffer shall not be removed or altered unless the removal or alteration of the vegetation will not adversely affect the hydrological or ecological integrity of the adjacent wetland. All prohibited trees existing within the buffer shall be removed by the landowner and shall be prevented from re-emergence. This subsection shall not be construed to prohibit routine maintenance trimming of nonwetland vegetation in accordance with procedures developed by the city manager. It appears that the proposed building is within the 25-foot vegetative buffer width. Delineate the preservation area and provide the required 25-foot vegetative buffer; 4. Section G of the application is incomplete. The following items are required and do not appear to have been submitted or included in the application: a. All required setback lines; b. All required sight visibility triangles; c. It is indicated on the site plan that the dumpster enclosure will be relocated. It is not clear where the dumpster will be located; d. Indicate the location of all outdoor light fixtures; e. Indicate the gross floor area devoted to each use; f. The official records book and page numbers of all existing utility easements was not provided; g. Indicate building height; and h. The site is greater than one acre and the following items are required but do not appear to have been provided: i. One-foot contours or spot elevations; ii. Lot lines and building lines dimensioned; iii. Building and structural setbacks dimensioned; and iv. Structural overhangs identified and dimensioned. 5. Section H of the application is incomplete. The following items are required and do not appear to have been submitted or included in the application: a. Delineate and dimension all required perimeter landscape buffers. 6. Section H of the application is incomplete; show all existing signage and indicate if they will remain; 7. Section K of the application is incomplete; the "acknowledgement of traffic impact study requirements" was not signed; and 8. Confirm the number of beds within the existing facility; the site plan and narrative state that there are 144 beds while the occupational license lists 130 beds. April 4, 2005 Larson - Page Four If you have any questions, please do not hesitate to contact me at 727-562-4558. Sincerely yours, Mark T. Parry Consulting Planner 0 S: IPlanning DepartmentlC D BIFLEX (FLD)IIncompletelMontclair 2155 Beckett Lake Lodge ALF (MDR) MMMontclair 2155 incomplete ltr.doc y 04-12-05 03:55pm From-JOHNSON, is LLP 7274418617 16 T-701 P-01/09 F-806 JOHNSON, POPE, BOKOR, RUPPEL & BURNS 911 Chestnut Street, P.O. Box 1368 Clearwater FL 33757-1368 Telephone: (727) 461-1818 Fax: (727) 441-8617 Facsimile Cover Sheet Attn:_ n cjA,& .?n"Xy. P Fax???, Z V ?, From: Client Name: Client/Matter Number: p© ?? 4---- Uate; Wages including this cover page: T'he informadoq contained is dtis transmission may be atlOmey/clione privileged and therefore confidential. This inform lion is intended only for the use of the individtml or entity named above. If the reader of this message is not the intended recipient, you are busby notified that any dissemination, distribution or copy of this communication is strictly prohibited. If you receive this transmission in mw or if you Are not the ind ividual or entity named above, the receipt of this transmission is not intended io and door not waive any pfivilogo, attorney/client or otherwise, if you have received this communication in otror, Please notify us by telephone, collect, mil roturn the original mossago to us At the above address via U.S. Postal Service. You will be reimoursed for any postage or any other expense sssociatod With the return of this document. Thank you. j P WX?6??? ?f4? t 04-12-05 03155pm From-JOHNSON, Is LLP 7274418617 46 T-701 P.02/09 F-806 JOHNSON, POPE, BOKOR, RUPPEL & $URNS, LLP ATTORNEYS AND COUNSELLORS AT LAW E. D. ARMSTRONG III BRUCE H. BOKOR JOHN R, BONNER, SR.• GIN M, BURNS JONATHAN S, COLEMAN STACY COSTNER MICHAEL T. CRONIN £LIZABETII J. DANIELS BECKY FERRELL-ANTON COLLEEN M.FLYNN RINAT HADAS MARION HALE SCO17 C. ILGENFRITZ (RANK R. JAKES TIMOTHY A. JOHNSON, IR. SHARON E. KRICK ROGER A. LARSON LEANNF LMIZE ANGFIANA I=- LIM MICHAEL 0. LiTrUi MICHAEI. C. MARKHAM ZACH,%RY D. MFSSA A,R. "CHARLIV NEAL TROY 1. PERDUE F. W AI.I.ACC' POPE, JR. 11013MU V. POTTER, JR_ AUI3REY B, RAVC14WAY DARRYL R RICHARDS PETER A- RIVELLINI DENNfS G. RUPPEL• CHARLES A. SAMARKOS PHILIP M. SHASTEEN JOAN M. VECCHIOLI SYEvEN H. WEINBFRGFR JOSEPH 1. WEISSMAN STSVfN A. WILLIAMSON ,Of COUNSEL PLEASE REPLY TO CLEARWATER RLE NO. April 12, 2005 Via Email and U.S. Mail Mr. David Healey Pinellas Planning Council 600 Cleveland Street, Suite 850 Clearwater, FL 33755-4160 Re: Beckett Lake - 2155 Montclair Road - Transfer of Development Rights Dear David: Per our telephone conversation there is currently a concern as to how to document the transfer of density rights from a preservation area to- an upland area where both the preservation area and the upland area are owned by the same person. in this instance, and considering that a requirement of the Clearwater Community Development Code is to document of record the transfer of that density, I suggest the following: 1. With my client's application, I will file an Affidavit, a copy of which I enclose, which will be designed to identify all of the property by a metes and bounds legal description and to likewise identify a legal description of the preservation area from which the density unit or units are being transferred. 2. The Affidavit will be recorded among the, Public Records upon the Clearwater Community Development Board's approval of the transfer of density and issuance of a development order evidencing the transfer of, the density and the total development rights allocated to the upland parcel. CLEARWATF.R OfQiCE TAMPA OFFICE 91 t CHESTNUT ST. ,W3 EAST MADISON STREET POST OPFICE BOX 1368 (ZIP 33737-1 368) 41JI7 00 CLEARWATER, FLORIDA 33756.5643 rUSr OFFICE BOX 100 (ZIP sJCOLI loo) TFLEPHONL: (727) 461 • 1R IR TAMPA. FLORIDA 33ti02 TELECOPIER (727)4414617 TELEPHONE! (813)225.25M TELECOPIER: (813) 223-7118 04-12-05 03:55pm From-JOHNSON, Is LLP 7274418617 • T-701 P.03/09 F-806 JOHNSON, Pon, BOKOR, RUPPF- . fit: BURNS, LLP ATTORNEYS AND COUNSELLORS Ar LAW Mr. David Healey April 12, 2005 Page 2 I would ask that you determine whether this procedure is acceptable to your department and if so, then I will convey that approval or any modifications to Mark Parry of the City of Clearwater and we can move our application forward. I thank you for your cooperation. Yours ve truly, oger . Larson encl. cc w/encl: Jewel White Cole, Esquire Mr. Mark Parry Mr. Robert T. Boyle #343106 A - Or_Healy/rms . 04-12-05 03:55pm From-JOHNSON, *LLP This instrument was prepared by and return to: Roger A. Larson, Esquire Johnson, Pope, Bokor, Ruppei & Bums, LLP P. O. Sox 1368 Clearwater, FL 33757-1368 7274418617 • T-701 P.04/09 F-806 AFFIDAVIT IN ESTABLISHMENT OF DENSITY STATE OF FLORIDA COUNTY OF PINELLAS ) Before me the undersigned authority appeared Robert T. Boyle ("Affiant") as Secretary of Beckett Lake; Inc;., General Partner of Beckett Lake Lodge, Ltd., a Florida limited partnership (" C"ompany"), who [is personally known to me] [produced as identification] and who, after being first duly sworn did state as follows: 1, Affiant affirms that the Company is the owner of the real property set forth and described on Exhibit "A" ("Overall Property"). 2. Affiant affirms that located within the Overall Property are 5.915 acres of upland more particularly described on Exhibit "B" ("Upland Parcel") and 1.049 acre of preservation land more particularly described on Exhibit "C" ("Preservation Land"), 3. Affiant affirms that pursuant to Clearwater Community Development Board approval on June 21, 2005, one unit of density has been transferred from the Preservation Land to the Upland Parcel and therefore, through the date of this Affidavit, there are 60 total units of density attributable to the Upland Parcel. 04-12-05 03:55pm From-JOHNSON, 0LLP 7274418617 . T-701 P.05/09 F-806 4. Affiant attaches to this Affidavit as Exhibit "D" the Development Order of the City of Clearwater, dated June _, 2005, evidencing its approval of the transfer of density and confirmation of the total density attributable to the Upland Parcel. FURTHER AFi"IANT SAYETH NAUGHT. Robert T. Boyle SWORN TO, subscribed and acknowledged before me this day of , 2005. Notary Public My commission expires: #343109 v1 - SedceftLakeAffidavit 04-12-05 03:56pm From-JOHNSON S LLP 7274418617 T-701 P-0 6/09 F-806 EXHIBIT. "A" DESCRIPTION: THE NORTHEAST 114 OF THE SOUTHEAST 114 OF THE NORTHEAST 114 OF *,ECTION 1, TOWNSHIP 29 SOUTH, RANGE 15 EAST, TOGETHER WITH THE i,- ST 17.41 FEET OF THE NORTHWEST 114 OF THE SOUTHEAST 114 OF THE NORTHEAST .114 OF SECTION .1, TOWNSHIP 29 SOUTH, 'RANGE 15 EAST; PINELLAS COUNTY, FLORIDA. 'BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS- COMMENCE AT THE NORTHEAST CORNER OF THE NF.. 1e ?4 OF THE SE. 114 OF THE NE. 114, THENCE RUN 5.00'3::54 E, A DISTANCE OF 673.75 FEET TO THE SE. CORNER OF THE NC_ 114 OF THE SE. 114 OF THE NE. 114; THENCE N.89'21 41 "W, A DISTANCE OF 688.73 FEET TO THE EAST 'LINE 'OF BECKETT LAKE ESTATES AS RECORDED IN PLAT 600K 65, PAGE 95, PUBLIC RECORDS.OF PINELLAS COUNTY. FLORIDA; THENCE N,00'3259"W„ ALONG SAID EAST LINE OF 6ECKETT LAKE MATC.5, ' 670.97 FEET TO THE* SOUTH RIGHT OF' WAY LINE OF MONTCLAIR ROAD: THENCE S.89-35'32"E., ALONG SAID SOUTH 'RIGHT OF WAY LINE: A DISTANCE OF 685. 11 FEET TO THE POINT OF EIEGINNING. IS . 04-12-05 03:56pm From-JOHNSON, 0 LLP 7274418617 EXHIBIT 18 DESCRIPTION: (U. PI#4N,0 ' PAR(;EL) is T-701 P.07/09 F-806 A' POf{ N .QF`;THE:=NjbktHEA3T 114 OF TNl SO•Ul"WEASI' ;/4. .OFH QF.EGTION ..1:. ]"QWNSHIP 29. SaiTN; r... .. ? :;. «: , °a'?rE ':.WIT MME ?ASr 1.,741. of scclorv. .1..oWVIF?' . Q.tA Rai C .. a 5. i4ST, ' f'fN ?, 5.: C01), (1Y" Ft;C1'RAf?W 0b)vG,: M OR ?ARrIC%/LAI?LY clRo ?f 'o :As, ,Ff1l DWa?:' ..GOARINIEI?IC£ GQ.MMEnC 4 >TIl°.: IV?;?RT.1dFA. 'T CORNER'-OF'::Tf4E :N114- :0F r0F... SE:. 1 g OF -THE. NE 1/4, THENCE RUN„?:'?0'3?1?4"F, plSTANCE' OF -; R3 „FFET TO : THE JUl ?ISDICTIONA?. LINE 'Flap POINT ' OF INNING. THE7VCF ./x:69"41 ' 14 fit! , A .DISTANCE. OF :.46,7.2 FEET; E OF 84.,72 ~FtT; oAENCE =1 IEi!fCE' M52.44' O-W*., -A DIswo , IE, A Q(STANCE.UF J-9.22 FEET; A. QIS?A?laa£ OF`.-:-28, 1# FE£T THENCE N. 50W'29.-)V, -A -A21AMCE 2S.0 E7; . WNCE N1.48'r A DIS'TANC'E OF Q,c 16 f?ET; : THF•INC4 N..47' 12 `47", :.A ..Q1;>.1ANCE' OF 65.77-FEET-,.--T t -/ 1.C '.?. . n A•-:619 ANC `6F'..49:95 FEET; F; ,4 5 FFEI flF` $15 ,FE D THENCE :5.42726 226 )V, R DISTANCE: O, G X`I;IENC 5..32'36'11-W. - A. 01,?3TAl?1C ` .4F 42.18:.F .€ ;,,Tf?IE I E'; "W . -A TANCE X8/.'05 - [r:?EET ' y?Tf / A.'VISTANME 0 :?F252 .FEElR' 7??1s?!CE' J:660- N ' r);:.A.i:VT„`?'7Af.EE (1( ..: . f.E T;• THENCE 5:4 ?4t 'r 3"W: A DISTANCE OF' TfiIENCE 5:25'55 "V y? A. ' fAI= TANCE OF `5,9: gJ : FE'E9":. Tf?!ENCE .5.0.4. 35' 13"E; ': ti 'QlS.1'AIIICE bF 1.'76 FEET,:' 7NENC'? : S 1915 167,"E:,: . A. 0I5FANCE dF'-5t;;f'EI•T;.: 'L7'ENCE 5.23'53'59 "E, . ?? OIS:'?SIYfE ' 4.1.42.. FEET; - THEME ,5:A057.'A DIS7ANCE-- OF'.4;1,, o rHE.t`ICE, S, 64" l Q'39 5i A Q1.STAi "E OF 44.20 FEET ;.. 7?f f 5.01'44 "51 "F , A Dl TAl1/CE U'F, :4r9: X76 FEET TO mF ..oot?gj 00,UN: RY, (1f° 171E NOR7'MEA5:.1/4.'OF rH;:SO.UTNEA:T 1 4:_ .WOfiAr 1A. 'OF ` 5,410 : SFC iQN' 1, ? ; TfiENCE N.89"21.41 "'iN,, i? ?l?? .' OF `.: . 207:87 'FEE'T •TO- •THF- FA.'sr- LIN1r . of 6ECKE'TT lA1Cl?t:. RECORDED IN. Pt.AT Q QK '? 65,- ''P40E', 95,..-PUNLIC RE ?? PIIIIELLAS CO NrY; ; F 7laA;: , rNENCE - N•Qp`.3Z'S. 9''ti!, :°'A? jIV EAST LINE OF . 8ECKL-W LAK?F_ : -.ESTATE'S',. 'A I?ISTAlV 1 5 '?7 FE67 ro rw : souNRt?NT op- !Ar . INF' O .??o??t??? gip:.' THENCE S ALONG SAAR SOUTH ?l",'1Gf?1T+_ F+?,?7"„llN .A DI I'AlVC'E QF 66-6.`14 ".FEET TO ..7`HE POINt PIx NnflrV : -CONTAINING 5;915 ACRES'.MORF' OP LESS ";: 04-12-05 03:56Pm From-JOHNSON 10 LLP 7274418617 T-701 P.08/09 F-806 EXHIBIT C. DESCRIPTION- ('PRESEA?Y*- )N--PA' ? r COMMENCE Ar THE -N4fcTf{ RN f?;>:i F Tl : WE 1%;1. OF ThF 114 OF' THE - NE 1 4 'fS'rANCE Qf 33.23 F, T TO :THE-., :i?!ls! ,IUD' tIDNA1.:;?:#?? :.+ A t':.tNr :& GINf 11ING; TN. , ;'°.. A DI1, 2" ;?,: . TH?'NCE 42' 4"5?"I. W., A. `bl.?Off. $' ' :F?;`?,. i - I.y.05'4,6'43- X.?15J"A?(GE 22 F????.? A DI,sTANCE Oy^F?/ u ?E/?N;?,?d1;??f ''l,'.1 RC.;C,I'A' 1/'?YYrF,JX?,'•?^?..I?!R.II? "3 t A,, kA s, Ail l.- M47 K:5'R' 'a•42r'42?I.9 M. i A ip STA ICE' I ; 7 E4?` 7.h ' N,, "r -A :. QIS;TANCE (7v 0 F t.JJ 66 -A DF . 1.3 6 'FEET .. Noy CE .7w?7X11r?C/E1 f 4•. 5 ;`;.?' CE' 5:3'02 ,1 K/Y! M.!V'?" ". ••?:'A'....Y,;? `FA'T'- f 7"W, ,4 DISTANCE .6P`f. A DISTANCE. OF . 3 .0 'f. ET• . T " " 2, 05 EET; . T.IJEIVCE F'T' ..'7MNCE s:?R!#•,35'•13'tE.',, ?':'.?1?, 'G?'?, ?-' ? .:??• _ .ti: N??''?.?s. F, •6 "E'. `A DISTANCE Or.- A 'DISTANCE Df 59i 7? t. PC. 41.42 "F fET: ' T_ N 41 -.6 .F£ET; • THENCE S; 04'1-6.17W $OU?'11 BOUNDARY. OF 'fTtT ' ?/4 ; ,'? r , CAF ''7/ NORTHEAST 1,/+ 4F .lTQECTLQN 'fA ,S:r? a °' TANE r?! I'1:6.26 .FEET, #Q .4 FFEET;..TH W t-- lcm: x. 1'hl 'N N 21':?`?`fT7 .W , ' T; THEIVC N:30T'1Y'52*W '.A AISTt}l A: 0r?5,TAN E Of .:: 5; 2, ; 7> •:. E,: A : DIStAN' E . ' ;!` ?` ? i?4•.?. ?N• , . OF J'a -M • •ff£1;' THEN N:,.... 'ThFENC N' .,UR3'Di V `A ':?, .'OF THENCE FEET; °N.69'51'20•'"E., "A' Dl r, Now !" ` F sET, , : r NCk , S: s"Q4'4 ?`, ,:.. A ©lSTAN.CE OF'S8.33 A •O,l.$.TA1VC'E ,QF 9.4.3 FEET; THEN A "l11S9A7t CE; OF " i 4 ?E r; THENCE 5.4'7 7 20 ,A,.' SET;.. ThENCE':: . s?2o'o2" ;. a'Qi r? '? Mear ' ,5 t 4??'31 "r. A DISTANCE.:: of ,406 E:', k`L?I?TANCE -OE 19.30 M47,;' MEN E" N.Co'?S.' 4" !. A!.:OfSTAlVCE OF :1 1: 4. FEET TO THE PAINT OF' 14EClMNI.NO: CC?IfJTA1NlNC r; o49-' ACR S; :.:MARE .'LESS. 04-12-05 03:56pm From-JOHNSON, 0 LLP 7274418617 If T-701 P.09/09 F-806 EXHIBIT "D" [COPY OF CITY OF CLEARWATER DEVELOPMENT ORDER] 0 0 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, June 21, 2005, 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. (Cont from 05-17-05) Skiff Point of Clearwater, LLC is requesting Flexible Development approval to permit 15 attached dwelling units with reductions to the front (east) setback from 25 ft to 15 ft to building and from 25 ft to 3 ft to pavement; a reduction to the side (north and south) setbacks from 10 ft to 6.5 ft to building and 5 ft to parking; a reduction to the rear (south) setback from 15 ft to zero ft to pool deck, 5 ft to pool and 7.5 ft to parking; and an increase in height from 30 ft to 49 ft to roof deck and additional 4 ft for parapet (from roof deck to top of parapet) and an additional 16 ft for elevator overrun (from roof deck), as a Residential Infill Project, in the Island Estates Neighborhood Conservation Overlay District (IENCOD)/Medium High Density Residential (MHDR) District under the provisions of Sec. 2-404.17 and 2-1602. C and H. (Proposed Use: Attached dwellings (15 dwelling units) at 200 and 201 Skiff Point, Island Estates of Clearwater Unit 5-A, Lots 35 & 36. Assigned Planner: Mark T. Parry, Consulting Planner. FLD2005-01012 2. Brightwater Cove, LLC is requesting (1) Flexible Development approval to permit 9 attached dwellings (townhomes) with a reduction to the side (east) setback from 10 ft to 6 ft (to building), as a Comprehensive Infill Redevelopment Project, under the provisions of Sec. 2- 803.C, as an amendment to a previously approved Comprehensive Infill Redevelopment Project (Case No. FLD2003-02007 [which permitted attached dwellings within the Tourist District with reductions of the side (east and west) setbacks from 10 ft to 7 ft and 6 ft, respectively, (to building), reduction in the rear (north) setback from 20 ft to zero ft (to pavement) and 13 ft (to pool) and to permit parking that is designed to back into the public right-of-way, as a Comprehensive Infill Redevelopment Project, under the provisions of Sec. 2-803.C]); and (2) Preliminary Plat for the replatting of 9 townhome lots. [Proposed Use: Attached dwellings (9 townhomes)] at 130 Brightwater Dr, Brightwater Cove No. 2, Lot 1. Assigned Planner: Wayne M. Wells, AICP, Planner III. FLD2003-02007A/PLT2005-00013 3. Del Mar Development, LLC (Rob Szasz) are requesting Flexible Development approval to permit a 322.5 sq-ft addition to a previously approved 497 sq-ft multi-use dock for a total of 14 slips (10 existing; 4 proposed), under the provisions of Sec. 3-601. (Proposed Use: Dock addition to a condominium project) at 1860 N Ft Harrison Ave, Villa Del Mar of Clearwater Condo Unit 106. Assigned Planner: Wayne M. Wells, AICP, Planner III. FLD2005-03025 4. Clearwater Retail Partners, LLC is requesting Flexible Development approval to permit retail sales and services with a reduction to the front (west along US Highway 19 N) setback from 25 ft to 17.17 ft (to pavement), reductions to the side (north) setback from 10 ft to 5.59 ft (to building) and from 10 ft to 9.5 ft (to pavement), a reduction to the side (south) setback from 10 ft to 5.21 ft (to pavement), a reduction to the rear (east) setback from 20 ft to zero ft (to pavement), increases to building height of an additional 6 ft for perimeter parapets (from roof deck - roof deck at 18.67-ft height) and an additional 13.83 ft for architectural embellishments (from roof deck) and a deviation to allow direct access to a major arterial street (US Highway 19 N), as a Comprehensive Infill Redevelopment Project, under the provisions of Sec. 2-704.C; and a reduction to the interior landscaping requirement from 10 percent to 6.8 percent, as a Comprehensive Landscape Program, under the provisions of Sec. 3-1202.G. (Proposed Use: Retail sales and services (7,350 sq ft) at 18419 US Hwy 19 N, Sec. 20-29-16, M&B 33.04. Assigned Planner: Wayne M. Wells, AICP, Planner III. FLD2005-02017 5. Adelheid Hanghofer & Ocean Breeze, LLC are requesting (1) Flexible Development approval to permit 14 attached dwellings in the Medium High Density Residential (MHDR) District and the Tourist (T) District with a reduction to lot area in the MHDR District from 15,000 sq ft to 8,700 sq ft and in the T District from 10,000 sq ft to 8,700 sq ft, a reduction to lot width in the MHDR District from 150 ft to 100 ft, reductions to the front (north along Somerset Street) in the MHDR District from 25 ft to 13.67 ft (to building) and from 25 ft to zero ft (to trash staging area) and in the T District from 15 ft to 13.67 ft (to building), a reduction to the front (east along Mandalay Avenue) in the T District from 15 ft to 10 ft (to building), an increase to building height in the MHDR District from 30 ft and in the T District from 35 ft to 50.25 ft (to roof deck) with perimeter parapets of 5.25 ft (from roof deck) and rooftop, open pavilions of 11.75 ft (from roof deck) and to allow a building within the required sight visibility triangles, as a Residential Infill Project in the MHDR District, under the provisions of Sec. 2-404.17 and 2-803.B; (2) Reduction to the landscape buffer along Somerset St from 10 ft to zero ft (to trash staging area), as a Comprehensive Landscape Program, under the provisions of Sec. 3-1202.G; and (3) Transfer of Development Rights (TDR2005-01016) of 2 dwelling units to this site from 200 Brightwater Dr, under the provisions of Sec. 4-1402. [Proposed Use: Attached dwellings (14 condominiums)] at 19 & 21 Somerset St, Clearwater Beach Rev Blk 2, lots 6-9. Assigned Planner: Wayne M. Wells, AICP, Planner III. FLD2005-01006/TDR2005-01016 6. Warner Hospitality, Scott A Warner, & Patricia A Kellan (Newkirk Ventures, Inc.) are requesting (1) Termination of Status of Nonconformity for density (16 existing attached dwelling units; 16 attached dwelling units proposed), under the provisions of Sec. 6-109; and (2) Flexible Development approval to permit 16 attached dwellings with reductions to the front (south) setback from 15 ft to 9 ft (to pavement) and from 15 ft to 3 ft (to trash staging area), reductions to the side (east) setback from 10 ft to 7.8 ft (to building) and from 10 ft to 5 ft (to pavement), reductions to the side (west) setback from 10 ft to 8.5 ft (to building) and from 10 ft to 5.3 ft (to pavement), a reduction to the rear (north) setback from 20 ft to 10 ft (to building and pavement) and an increase to building height from 35 ft to 87.3 ft (to roof deck) with perimeter parapets of 5.67 ft (from roof deck), under the provisions of Sec. 2-803.B. [Proposed Use: Attached dwellings (16 condominiums)] at 706 Bayway Blvd, Bel Crest Condo Units 1 & 17. Assigned Planner: Wayne M. Wells, AICP, Planner III. FLD2005-03031 7. Clara & Dorothy Boldog, Americana Gulf Motels, Ltd, Ptr, Lucca Development, LLC, Thomas J & Stasia Wilk, & US-Euro-Trade, Inc. are requesting Flexible Development approval to permit attached dwellings in the Tourist District (Parcels A and B) and an increase in height from 30 ft to 148 ft (as measured from base flood elevation to the roof deck) (Parcel A), an increase in the height of a parapet wall from 30 inches (2.5 ft) to 7 ft (Parcel B), permit a building within the required sight visibility triangles along Coronado Drive and 5`h Street and an increase in height from 30 ft to 64 ft (as measured from base flood elevation to the roof deck) (Parcel B) as part of a Comprehensive Infill Redevelopment Project under the provisions of Sec. 2-803.C., a Termination of the status of a nonconformity (equivalent of 119 hotel units [116 hotel units and 3 dwelling units] where 93 hotel units are permitted) within the Tourist District under the provisions of Sec. 6-109.C (Parcels A, B and C), Preliminary Plat and a Transfer of Development 0 0 Rights (TDR2005-03020) of 18 hotel units from 401 Coronado/406 Hamden Drives (donor site) to 325 South Gulfview Blvd (receiver site - Parcels A, B and C) under the provisions of Sec. 4- 1402 and 4-1403. [Proposed Use: Attached dwellings (102 units)] at 325 S Gulfview Blvd, 326, 345, 347 & 353 Coronado Dr, & 346 Hamden Dr, Lloyd-White-Skinner Sub, Lots 63-66, & 112-117, Columbia Sub No 2 Blk A, Lots 12-14, & Collumbia Sub No 3 Lots 8, 9 & 9A. Assigned Planner: Mark T. Parry, Consulting Planner. FLD2005-02021/TDR2005- 03020/PLT2005-00010 8. Harold Barian (Dave Smart) are requesting Flexible Development approval to reduce the front (north) setback from 25 ft to 17 ft (to pavement), under the provisions of Sec. 2-404, to reduce the front (north) landscape buffer from 15 ft to 7 ft and reduce the front (west) landscape buffer from 10 ft to 5 ft as part of a Comprehensive Landscape Program under the provision of Sec. 3-1202.G. and a Preliminary Plat. [Proposed Use: Attached dwellings (10 townhome units)] at 1413 Sunset Pt Rd & 1871 Kings Hwy, Brentwood Estates Lots B & C. Assigned Planner: Mark T. Parry, Consulting Planner. FLD2005-03026/PLT2005-00009 9. Beach & Gulf Sands, Inc., & North Clearwater Beach Development (Anthony Menna) are requesting Flexible Development approval to permit 13 attached dwellings in the Tourist District and an increase in height from 35 ft to 64 ft (as measured from base flood elevation to the roof deck), an increase in the height of a parapet wall from 30 inches to 42 inches, permit 2 parking spaces within the required sight visibility triangles along Bay Esplanade, a reduction in the front (north) setback from 15 ft to 5 ft (to pavement) and 3 ft (to trash staging area), reduction in the side (east) setback from 10 ft to zero ft (to pool deck), 10 ft (to pool) and 7 ft (to building), reduction in the side (west) setback from 10 ft to 3 ft (to trash staging area) and a reduction the rear (south) setback from 20 ft to zero ft to pool deck, 8 ft (to pool) and 10 ft (to building), as part of a Comprehensive Infill Redevelopment Project under the provisions of Sec. 2-803.C., Transfer of Development Rights (TDR2005-03019) of 2 dwelling units from 116 Brightwater Dr (donor site) to 657 Bay Esplanade (receiver site) under the provisions of Sec. 4-1402 and 4-1403 and a request for Termination of Status of Nonconformity under the provisions of Sec. 6-109. [Proposed Use: Attached dwellings (13 condominium units)] at 657 & 663 Bay Esplanade, Mandalay Unit No 5 Replat Blk 77, Lots 4 & 5. Assigned Planner: Mark T. Parry, Consulting Planner. FLD2005-03032/TDR2005-03019 10. Beckett Lake Lodge is requesting Flexible Development approval to permit the transfer of 1 dwelling unit (TDR2005-04021) from the portion of the subject site within the Preservation (P) district and Preservation (P) future land use plan (FLUP) category to a portion of the site within the Medium Density Residential (MDR) district and Residential Low Medium (RLM) FLUP category under the provisions of Sec. 4-1402 - 1403 and to allow an assisted living facility on the site located at 2271 Montclair Rd as a Residential Infill Project without fronting on a major arterial street approved by the Community Development Board on March 21, 2000) by expanding the number of beds from 144 beds to 180 beds, reduce the front (north) setback from 25 ft to 23 ft, not providing a landscaped wall or fence which will screen parking from adjacent parcels of land as required by Sec. 3-304.A.2 and a reduction in the required number of parking spaces from 90 spaces (1 space per 2 residents) to 72 spaces (1 space per 2.5 residents), as a Residential Infill Project, under the provisions of Sec. 2-304.G.. (Proposed Use: 180-bed Assisted Living Facility) at 2155 Montclair Rd, Sec. 01-29-15, M&B 14.01. Assigned Planner: Mark T. Parry, Consulting Planner FLD2005-03030 11. Boos Development Group, Inc (Boos Florida Development, LLC, Robert B Boos) are requesting Flexible Development approval to permit a fence\wall 6 ft in height within the front (north and south) setbacks along East Palmetto and Marilyn Streets, respectively on a property 0 0 within the Medium High Density Residential District (MHDR) (pending case ANX2005-03009), under the provisions of Sec. 3-804.A.1. (Proposed Use: 144 attached 'dwellings) at 2077 E Palmetto St & 2093 Palmetto St, Pinellas Groves SE '/4, Lots 3-4, 12-14, & Part of Lot 5. Assigned Planner: Mark T. Parry, Consulting Planner FLD2005-03028 Interested parties may appear and be heard at the hearings or file written notice of approval or objection with the Planning 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, CMC 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. Ad: 06/05/05 ORIGINAL Keith Zayac & Associates, Inc. Civil Engineering, Landscape Architecture, Planning 701 Enterprise Rd. E., Suite 404 Safety Harbor, FL 34695 (727) 793-9888 Phone (727) 793-9855 Fax keith@keithzayac.com BECKETT LAKE LODGE East Building 2155 Montclair Road Clearwater, Florida IkIECIEWL'-- Drainage Report MAR 31 2005 PLANNING DEPARTMENT CITY OF CLEARWATER Issued: 3/30/2005 Prepared By: Keith Zayac & Associates, Inc. 701 Enterprise Road East, Suite 404 Safety Harbor, FL 34695 727-793-9888 OL ? s /; G ?< r3 ORIGINAL Beckett Lake TABLE OF CONTENTS PROJECT NARRATIVE AERIAL SURVEY - EXISTING CONDITION LOCATION MAP PROPOSED DEVELOPMENT APPENDIX A - DRAINAGE INFORMATION PRE & POST-DEVELOPED CONDITIONS SCS SOILS DRAINAGE CALCULATION RUNOFF CURVE NUMBERS `AdICPR' COMPUTER MODELS ANNOTATION FOR ICPR MODELS CLEARWATER 25 YR STORM CALCULATION - DA# 1 WATER QUALITY VOLUMES DA#1 WATER QUALITY DA#1 WATER QUANTITY DA#2 QUALITY AND QUANTITY CULVERT CALCULATIONS APPENDIX B - SWFWMD PERMIT APPLICATION RECEY MAR 31 2005 PLANNING DEPARTMENT CITY OF CL.EARWATER \\Kza server\kza server\Becket Lake ALF\Pemiits\Storm Water ReporAStormwater REPORT.doc RECERVED 231-03 Beckett Lake MAR 31 2005 ORIGINAL PLANNING DEPARTMENT PROJECT NARRATIVE CITY OF CLEARWATER EXISTING: The Beckett Lake Lodge exists as a single building with parking for two buildings. The parking for both the existing westerly building and the proposed east building was previously permitted (SWFWMD Permit # 15590.002 dated 5-5-00) and constructed. The site is located on the south side of Montclair Road and is west of Belcher Road in Clearwater, Florida, The existing parking lot drains to the west and then south to an existing detention pond. There are 72 parking spaces in existence. In addition to the detention area, a mitigation area for 100 year storm volume for Beckett Lake is provided for. This mitigation is along the west side of Beckett Lake. PROPOSED: Due to revisions in the site plan, eight of the existing parking spaces have been designed to be removed and relocated on the east of the proposed building. The drainage from the eight parking spaces and entire building roof will be directed to the retention pond. 11 1 The final plan will have 26,745 square feet of area in the pond basin RA#1. The storm water Quality and quantity for the building and relocated oarkinn: One half inch of runoff from this drainage area will be retained. The pond will also provide detention of the runoff from a 9 inch storm. Currently the discharge from a 25 year storm is 2.32 cfs; the pond is sized to retain the difference of this rate v.s. the post development runoff rate of 3.27 cfs, such that the pre-existing rate will be maintained. The storm water quality and quantity for the patio: One half inch of runoff from this drainage area will be retained; in addition the 25 year 24 hour storm will be retained. As this area cannot be drained to the pond, an underground storage/percolation system has been designed to retain and percolate the runoff from a 25 year storm. Currently the discharge from a 25 year storm is 0.4 cfs; the storage/percolation system is sized to retain the runoff such that there will be a 0.0 cfs discharge. The new site plan also shows two small incursions into the 100 year flood plain of Beckett Lake. The volume of these incursions (330 cubic feet or 12 cubic yards) will be mitigated for by removing an additional 12 cubic yards from the existing mitigation area. SUMMARY: In summary, the pond and storage/percolation system will provide water quality and quantity controls, and mitigation will be made for the incursion into the 100 year flood plain. \\Kza server\KZA Server\Becket Lake ALF\Permits\Storm Water Report\Stormwater REPORT.doc 231-03 Beckett Lake Aerial V a f AKza_server\KZA Servers 3ecket Lake ALF\Permits\Storm Water Report\.Stormwater REPORT.doc Ll Survey - Existing Condition 231-03 Beckett Lake \\Kza server\KZA Server\Becket Lake ALF\Permits\Storm Water Report\Stormwater REPORTAOC 11 r r. 1 A PORTION OF SECTION 7, TOWNSHIP 29 SOUTH) RANGE 75 E1 ,11S T PINELLAS COON T Y; FLORIDA 51" TO CENTER LINE OF LANSING C,ZE W h ti W a Y ? b ti W k R W m NW. CORNER Of ME NE 114 OF THE SE. 174 OF THE NF 114 ACM ° O < 6 Y7000 SOUTH pf F 0 SYI. CORNER OF THE NE 114 W THE SE 114 OF THE NE. 114 BECKETT LAKE ESTATES P.B. 65, PC. 95 Z iAv RM=64J< NYVINV=SB.Ir SE INV.SB, l9 (8, PAC) Sf. CORNER OF THE HE. 114 OF THE SE. 114 OF THE HE. i14 "DIES, - "' m 1.) BEARINGS BASED ON THE EAST LINE OF BECKETT LAKE ESTATES BEING ND9'J2'S9N/. AS SHOWN N O ON 4 RECORD PUi f 2.) ELEVATIONS 9ASF0 ON PINF(LAS COUNTY BENCHMARK L? NO 1265, ELEVATION 61,J79, J.) EASEMENTS TAKEN FROM TITLE COMMITMENT NO. 864-855352 ISSUED BY COLIMENWEALTH LAND RTLE INSURANCE C0.'APANY, DATED 971912097 a ? Z Q U .9 ?_ „ A. L`o $ _ K P.O.B. NE. CORNER Or THE NE. 114 OF THE SL I/A 01 ME NE 114 OF SECTION 1-29 S.-15 E LEGAL DESCRIPTION. SIDEWALK EASEMENT /I COMMENCE AT THE NORTHEAST CORNER Of THE NE 114 OF THE SE. 1/4 OF THE NE. 114 OF SECTION 1, TOWNSHIP 29 50"IN, RANGE 15 CAST, PINELLAS COUNTY, FLORIDA; RUN THENCE N.89'35'J2Y7„ ALONG THE SOUTH RIGHT OF WAY OF MONTCLAIR ROOD. A 0151µ[f OF 64J II FEET FOR A POINT or BCCLVNINL: THENCE S.44'5544W, A DISTANCE Of 6J.1I FLEE ]HENCE _00-'2 B SA DISTANCE Of 4500 ffFT TO THE SO" RIGHT Of YIAY Llxf OF SAID MONICLA AR ROAD; THENCE 5.89'J531T., A D157µ CE ar 15.00 fEEr TO THE POINT OF B.GINING. CONDONING 1,012 SOWRE FEET LEGAL OESCRIPNON: SIDEWALK EASEMENT 12 COMMENCC AT THE NORTHEAST CORNER OF THE III I/4 OF THE SE. 1/4 OF THE NE. 1/4 Of SECTION 1 TOWNSHIP 29 SOUTH, RANEE IS EAST PINCLUS COUNTY, FLORIDA; RUN THENCE N.89'JS'J2W, ALONG THE SOUTH RIGHT Of WAY OF MONTCUUR RLUO, A DISTANCE Or 550.00 F"I FOR A POINT OF "[GINNING. THENCE SOO24'2BW„ A 11 MICE 0f 10.00 FEET; TNFNCF N.89'35J2W., A DISTANCE OF 45. D0 FEET; DHfNCF N.OU'24'78 A WSIANCE Of 10.00 FEET; THENCE 11B 15 J2'E., A 'STANCE C< 4111 fFf7 70 ME POINT G BFGIMNG CONT"NNG 450 SOWRF FEET. LEGAL OESCRWr1ON' SIDEWALK EASEMENT /3 COMMENCE AT THE NORTHEAST CORNER OF THE Nf, 114 Or THE SE, 1/4 OF THE NE. 114 OF SECTION 1, TOWNSHIP 29 SOUTH, RANGE 15 EAST, PINELLAS COUNTY, FLORIDA- RUN THENCE H89'J5'311Y. ALONG THE SOUTH RIGHT OF WAY OF MONTCUFR ROAD A DISTANCE OF 245.00 FEET FOR A POINT OF BEONNNC THENCE S.00'24287w, A DISTANCE OF 2.00 FCfr: THENCE A DISTANCE A DISTANCE OF 28.00 FEET; THENCE N.00'14'28'E, or 28 A µ6E OF 2.00 FEET; THENCE S.89.35J2T.. A DISTANCE 00 FEET TO THE POINT OF BECININC. CONTAINING 56 SQUARE FEET LEGAL DESCRIPTION; 20' DRAINAGE EASEMENT COMMENCE AT THE NORTHEAST CORNER OF THE NE. 114 OF THE BE. 1/4 OF THE NE. 114 OF SECTION I. TOWNSHIP 29 SOUTH, RANGE 15 EAST, PINELLAS COUNFY, FLORIDA RUN THENCE N89'J5'32W, ALONG THE SOUTH RIGHT OF WAY OF MONTCLAIR ROAD, A DISTANCE OF 297A2 FEET FOR A POINT Or BEGINNING; THENCE S. 00137'15'W.. A DISTANCE OF 195.02 FEET; THENCE N.69'22'45W., A DISTANCE Of 2000 FEET, THENCE NOO'J7'15'C. A DISTANCE OF 194.94 FEET TO THE SOUTH RIGHT Or WAY LINE OF MONTCLAIR ROAD; THENCE S89'75'32'E., A DISTANCE OF 20.00 FEET TO THE POINT OF BEGINNING, CONTAINING J,900 SOD4RE FEET, MORE OR LESS DESCRIPTION THE NORTHEAST 114 OF THE SOUTHEAST 114 OF THE NORTHEAST 114 OF SECTION 1, TOWNSHIP 29 SOUTH, RANGE 15 EASL TOGETHER WITH THE EAST 17.41 FEET OF THE NOR 'Wf57 I/4 OF THE SOUTHEAST 114 OF THE NORTHEAST I14 OF SECTION I, TOWNSHIP 19 SOUTH, RANGE 15 EAST, PINELLAS COUNTY, FLORIDA BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE NORTHEAST CORNER OF THE NE. 114 OF THE SE. 114 OF THE NE. 1/4, THENCE RUN S.00'3554"£., A DISTANCE OF 67J.75 FEET TO THE SE CORNER OF THE NE. 114 OF THE SE. 114 OF THE NE 114; THENCE N.89'11'41'W., A DISTANCE OF 688.73 FEET TO THE EAST LINE OF BECKETT LAKE ESTATES AS RECORDED IN PLAT BOOK 55. PAGE 95, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA; THENCE N00'J1'59'W, ALONG SAID EAST LINE OF BECKETT LAKE ESTATES, 670.97 FEET TO THE SOUTH RIGHT OF WAY LINE OF MONTCI-AIR ROAD; THENCE S89'J5'J2"E., ALONG SAID SOUTH RIGHT OF WAY LINE, A DISTANCE OF 688.11 FEET TO THE POINT OF BEGINNING. Z ms 0 . O BE Z v J go 40 0 40 I I I SO I ?? 140' LEGEND FN&D • FOUND NAIL & DISK, FIP . rOUND IRCW PIPE FIR + FOUND IRON ROO FCIR • FOUND CAPPED IRON MOD j 4 C Z N p ? U SCAR SET CAPPED IRON ROD RA R R S A G N U p = ? . . . IL RO D SPIKE rCM + FOUND CONCRETE MDNUAIEM SN&O + SET NAIL & DISK MI Z a U p F p R/IY = RIGHT OF WAY W Z z to Q Z GB +PLAT BOOK O wW?pZ J N O.R. . CJFICAL RECORD BOOK MLY. + MITERED END SEC NON w N w p r (? I 4 V f0 w N RC REINFORCED COW CTC A. PoHER/Url(I TY Po 1 PIPE Q p p p O j 0 L C - GUY WRE & ANCHOR ((? ^? w Ln } ~ V )3 IGHT • GRAif INLLCT c" LH w V O O Z z 0 =WATER MCTFR \ O D- O p r g W O . FIRE "VRANI ® + V"VE O 6 3 W U ?p N . MANHOLE © TELEPHONE Po(f z O a¢ W a (P) • PUT ) W I'- p } lID DESCRIBED EAS RED • M W W a Z a U cy U WC = WITNESS CORNER Y O CI • CURB INLET D W U1 F N W Clf • CHIN LINK FENCE D ' y(N Z i z Ll + DOUBLE CHECK VALVE CAUL + CONCRETE Z N r O r SAN Cl • SAWARY CLEANOUI S"4 + SANMARY E m LEC • ELECTRIC CON • CONFROL W . ARRIG4rAJN MET • RETEN1Kbl I ^ O Y C&C • CURB & GUTTER ^ ^ o ALUM . ALUMINUM FrC • FlNISH FLOOR (4CVA1ICFMT1Ow \ \l ry ROB + PANT Or BE PAC. • PONr O COMMCNCCMfNI O ))/?t yAl CNP + CORRUGATED MCI" PWC F rSPX • FWNO SPIXE FN&8C • FOUND NAB & SOME CAP I? OB rPKN • FOUND PK NAIL y D• TAVYIC SIGNAL Pat- Q Z Q 0 • TELEPHONE MANHOLE DER - DEPT OF WR W ' . EN ONIAENTA P PR P L REGULA TION y ' , O ERTY LINE \ J 3 W OAK 41 0 = PING ®• MANGO O y O N W 9` = CAMPHOR \ o N '?' • PUNK W O M ZONED "MOR & P Dislricls" (\(?? ?-' (CITY OF CLEARWATER) ?U \ \ J / \ FRONT YARD SETBACK = 15' IT"' n^ 1 w SIDE YARD SETBACK = 5' ' 1 O REAR YARD SETBACK = 10 WETLAND BUFFER = 15' Q f ^ 0 0 Q- Z Ld ) -0 cn Q V1 ? J J U Q ? 0 v I- - z z CERTIFIED T0: ? `L 1 (? O GUARANTY LANK FSB ?I V BECKETT LAKE LODGE. LTD. COMMONWEALTHCROU LAND TITLE INSURANCE COMPANY \ FORLIZZO "LAW P 8ACOI4 \J ACOTI, BACON, JOHNSON & LOODARO. P.A. Q m DRAWN BY: JMF CHECKED BY: J.A. PADAGS SCALE: DATE: = 40' PARTY C 4/27/01 HIEF: 51h9SU PRY CERTIFICATE PARTAIN I E¢REBYREPRESENTSCfRr AN?r.ACTUALTHAISURYCYwE mErCHADEM Or THRE ArrIXfDRfCTIOI Y SORAVVfYAAOHfaT£ON TO I M A FIELD BOOK48GX ERE MY NA Blsl EDGE AND BELIEF RC ARf NO THERE ENLRWLHMENr$EXCEP7 O US TAN AND IN Ar WS NfRCON LIR V S MfCTS ]HC MMMIAUTA A$"ICA, STANDARDS AV ARUS SET AGAIN tH BY NE Flo DA BOARD OF PRCY£SSIOUAL PAGE: 48GX URYfYCI P URSUANT AND MAPPERS IN CNAPTER 61617 FLORIDA ADMIAYSMA Illf CODE CAD FILE: PURSUANT FO SCCrW 472D27 r(OMDA s@lures 2001002.DWG JOB NUMBER: A LRCHA(t fUOUA, PW Kl9T 20010 02 FLORIDA RECISTER£D SURtTY0R . UNLESS R BEARS THE SIGNATURE AND THE ARIgNAI RAISED SF" OF INE ABOVE SHEET FLORIDA LICFNSEO SURSUYAR & MAPPER THIS DRAWNG SKETCH PLAT OR HAP 1$ FOR lllOJA r1a'M4 PURPOSES OILY AND IS Nor VALID. Of U?g ?Z? cF/` 1 Two 79 S. - 7.5 F n 1 r H Location May o 1w m _ r, v rv' y 501 ?- v - -° > _m Philippine Dr Ecuadorian 4°av d rwegian Dr - itrus , ar or .., nnsbane Spanish Di t? Charter OaksD, V ilia re, ; at d Buford t _ C ,?N,e .firlaar B SI `. lvd cs keviea Dr K -4 e rJ pian Dr c E 7_ _? petttt.r} kenton Dr Cecelia Ln Trer pr i ? 1 m ?. N artford Vu Becke - Z ` - ke .? r? w ? . v ? _ . a .Sun$et P-oost Rd 578 Central ct , o a ?' o o _ m o T Sunnpdale Blvd _a ? -a. 3 - - = ? - - - --- -- - - - - l- w v Vanderbilt Dr 200 1 0 1000 ft rrr 0200 Yahoo! W. Manor Slvd .' 02004 NAUTEO \\Kza server\KZA Server\Becket Lake ALF\Permits\Storm Water Report\Stormwater REPORT.doc 231-03 Beckett Lake E 1 Proposed Development 231-03 Beckett Lake \\Kza_Server\KZA Server\Becket Lake ALF\Permits\Storm Water Report\Stormwater REPORT.doc t t IrA , N > OJ TH, RANCE- J+? 1/ ? f F?1 ? L f 11 h ry"T ?? F r? a G SAN qlf-6414 ""I'V-56 it Nw COPNER OF THE NF 4 Sf'NV-58.19 8" R?G / OF 'HE Sf. 11'4 bF 'HE NE ' '4 4; it i 4R'F "} 0 4 . - a° 110 Tlh.Ilfe f'D-1D 4 w r 1 - 6PE v--,5 k ' _ NLi. __ c4c _7:i-.ll O ,{I rPW 65.77 4190 r r? (1 ?? H '9?n ??,? P W NE 92 $' SIDEWALK ?5,55'OfWAIk O ¢- 9 t? 'I ? n EASEL4E^rr q EdSruEN' p2 'e?4 u G rm I d5CV4? - p WHITE TRAFFIC TYPE 'D' PAINT ?. 5,.J9Y= ?r ¦ 70.614 AC ? CURB 9' : R4.5' Ifi rte'- _? L t'I n' 12 R IA f6A. )Af 1 VIXUME S C A CITE 0 ? N4. ly,ALK ISI r 4 AREA FOR NNICN RCV=..61rs uw ^1? 4' SIDEWALK .T E%ISTING A.L.F. BLDG. REFER i0 INCH PLANS DA# 1 h'J FFE - 61,99 FOR LOCATION II ?" o 4 PE'F, 10bN.:A*04r m /'/I! 30P N 6FFp `? b rE -6` 9.9 t, p,( IC - 47L 5' ELEVATED 'A RELOCATE elm // COVERED WALKWAY ?[k r 1 12.59 -? x ENCLOSURE' 2 l _- ®N, N- 6 A"..E v "'NL /? 7.41 Er.5E "•00 ?.? i7}1' ' > ( U j 5 CONE -60 WETLAND LINE I m ° X21 s s 9q n'? v'®'S3A ?.,I?DERNIt,} 2 J\ % J b R ? ? ?/, OERg'0 116 -, vt'? W 75' I?/ / /}?r yT Z 0 lr,^ al U`F"e? . '0 ®?a? 1 </ ?, oT t I? (: ??I 593'' / c? s ?$?`tn 8 ?, ? 1? /pERa';.? x4000 WETLAND SETRA SK 1 0 ? u ?` ? ?r?J 5 ( ?,Dk? '? °mvUV 4Yf } I s '•?-? A$25" ?a°/ ° ?OEF37 ry?"D h ' Al V II %W 12 I °b' ?y1 CONSERVATION EASEAJENF SzA" f OR. 9313. PG. 196 I 1 ? _ IJ ( ®Ir A. 1 °W ERA6REMOLE 33I,CU FT (12 CU YD) qJ aTOPDEV-27.0 BOTTOM ELEV='25.0 :v . 1 3:1 SLOeE IDSOD APT9SED EARTH Y % ? I ®:3'19 s s ss? H®,31 ? ,? 1 B?Ir 1uERg5 1 ,emu N" a ? ?1n c ° - ; °v=1 8123?,19 °M1 Yy l o s S'' s =\0, WAIERL NE n' -P ?DER%4 S'. GATE HC R GRAPHIC SCALE A ( IN FEET J I Inch • 30 fL AMPS W/ TRUNCATED DOMES . , (Y o PER FOOT IIW7' K 53O?,1 Y Nf ^RNFR Fhf NE 114 r wF ,F 4 AF TC'.. 7 - l .. .. r,yaAT D qV H9RON FROM., 79 0- REVEAL ¦ ,ro R1.5 4' CONCRETI SIDEWALI AREA FOR `MACH VOLUME IS TO BE MITIGATED 225 CU FT END \ WALL ETA WRLL J\ Wu LEGEND TYP TYPICAL •?? PROPERTY LINE PROPOSED WHEEL STOP PROPOSED SIDEWALK PROPOSED ASPHALT PROPOSED TYPE "D" CURB ® PROPOSED INTERIOR LANDSCAPE GENERAL NOTES: R3 .. n 1. ENGINEER KEITH ZAYAC & ASSOCIATES, INC. /LANDSCAPE ARCHITECT 701 ENTERPRISE ROAD EAST, SUITE 404 SAFETY HARBOR, FL 34695 (727) 793-9888 Bus (727) 793-9855 Fax cw 26 : 2. SITE ADDRESS/LOCATION 2155 MONTCLAIR ROAD o CLEARWATER, FLORIDA Z e PARCEL 10: 01/29/15/00000/140/0100 ZONING: MDR 2 FUTURE LAND USE:, RLM J PRESENT USE ASSISTED LIVING FACILITY ? 4. DEVELOPED USE ASSISTED LIVING FACILITY II? 1? P1 ; 5. TOTAL SITE AREA 462,779.74 SF (10.62 AC) J • 6. SETBACKS: REQUIRED PROPOSED v, ®ie T U' 25' FRONT 61.94' (TO BLDG.) ' Y M 23.28 (TO PVMT.) 5' SIDE 53.19' (TO BLDG.) ' p 5.00 (TO PVMT,) dB' ® 10' REAR 379.81' (TO BLDG.) 0.. 1 \ '+ ®34 LOT WIDTH: 100' 688.11' \ \ m \ n y ,° I b' C,.F 7, ALLOWABLE MAX HEIGHT 30'-50' FT s2\?. \ EAST OF PROPOSED BLDG. HEIGHT 38'-3" \ so\ \ ®'A zu 8. SOLID WASTE DUMPSTER WILL BE LOCATED BETWEEN BUILDINGS $ hh oER4124 9. ALL DISTURBED AREAS WITHIN RIGHT-OF-WAY SHALL BE SODDED. F fop-YEAR \ hp q IZJ9' 5 1 A ? ' 10. FLOOD ZONE: ILEV = 56.9 o S -? ?R °6 pZ, g„ ``- 073 THIS PROPERTY LIES WITHIN FLOOD ZONE "%" AS DEPICTED f^V 4 ON FEMA FLOOD INSURANCE RATE MAP NO. 12103CO126G DATED: SEPTEMBER 3, 2003 + 11. THERE IS NO NEW FREESTANDING SIGNS PROPOSED WITH I i THIS PROJECT h 12. UTILITY EASEMENTS ARE IDENTIFIED BY THE SURVEY ON THIS PROPERTY. I ( 13. WETLAND LIMITS HAVE BEEN SURVEYED AND ARE LOCATED ON THE PLANS. 14. SITE DATA TABLE: EXISTING, PROPOSED, REQUIRED" A. TOTAL SITE AREA: 462,779.74 SF (10.62 AC}) 462,779.74 SF (10.62 AC!) 20,000.00 SF 8. TOTAL OPEN SPACE: 399,446.46 SF (9.11 AC) 369,909.33 SF (8.49 AC) 115,694.93 SF (0.25 AC MIN.) C. BUILDING FOOTPRINT: 28,176.33 SF (0.06 ISR) 47,214.17 SF (0,10 ISR) - E. SIDEWALK/DECK/PAVED AREA: 35,156.95 SF 45,656.24 SF - F TOTAL IMPERVIOUS AREA: 63,333.28 SF (0.14 ISR) 92,870.41 SF (0.201SR) 347,084.81 SF (0.75 ISR) G. PARKING SPACES: 72 SPACES 72 SPACES 90 (1 PER 2 RESIDENTS) H. VEHICULAR AREA: 34,494.19 SF 40,490.01 SF - 1. INTERIOR LANDSCAPE AREA: N/A 4,329.46 SF (10.697.) 4,049 SF (10%) J. A.L.F. BEDS ' 144 180 CONTOUR FLOOD Paradise Development Group, Inc. 2901 RN;SBY LANE S"ETY HARBOR, FLORMA 34696 PHONE (727)72&1115 FAX(727)726"2337 N0. DATE BY DESCRIPTION CONST. REVISIONS CERTIFICATION AND SEAL HEREBY CERTIFY THAT THIS PUN AND SPECIFI- CA1pN WAS PREPARED By ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED ANCHIT ECT OR ENGINEER UNDER THE LAWS OF THE STATE OF FLORIDA AS SIGN;nED BY MY HAND AND SEAL PRWECT NAME BECKETT LAKE A.L.F. ¦ 2155WWCLMROAD CLEARWATER FLOMDA DRAW1NG TITLE EROSION CONTROL, NPOES, DRAINAGE BASIN d BITE PLAN Ds 21 OS DATE . . KZA ?ROJ N0. DAAWINC N0. 231-03 DRAWN BY SCR -- SCALE: AS SHOWN C4 RELEASED TO RENEWED 4H CONSTRUCTION BY: OF DWCS. J t I I I i IDw4L, % 0 1, -77 A EXISTINC ALF BLDG FEE = 6199 4 SIDEWALK REFER TO ARCH PLANS FOR LOCAnDN - - RFLOCAT / _ DUIUVSTER? / ENCLOSURE / 1 I / S7' .? A 1 t A I p. 8H// I N -7 d9 l;.d ? / A I , i I ( I I # I I k., I I I} ?, MIITICAt ON AREA I - ` REUCL'E 130 CU Fi (12 CU YD) TOP Elty=P.p BO T'L ELE V' f 3 i LOPF S \?l Tpi ) SOD EMPOSED EARTH I A 1 , J ?\ 1 1 1 1 GRAPHIC SCALE IN FEET I - t inch = 90 ft. (2) H.C RA-RS W/ TRUNCATED ODNES PER FOOT INCI #304, LEGEND ?' • •? P7PERTY L N ^-OSEC W F PROPOSED SIDEWAI'1 PROPOSED ASPHA; PROPOSED TYPE " " -LLE PROPOSED INTERIOR LANUSC-F _NERAL NOTES RS f KEITH ZAYAC & ASSOCIATES, INC. ENTERPRISE ROAD EAST, SUITE 404 ?afETY HARBOR, P, 34695 2 7) 793-9888 Bus 727) 793-9855 For _55 MONTCLAIR ROAD -LEARWATER, FLORIDA -HCEL ID. 01 /29/15/C,0000/140/0100 \ ? r ??'f ?. ''MN G: MDR i ? \ f I I - IS R TORE LAND USE'. RLM =SENT USE ASSISTED LIVING FA T FOR C. 1L _ \ W WE' AN;; INE- UNE 5 A. _1 A 22i n CuT[D \ 2 c , CILI Y ELOPED USE ASSISTED LIVING FACILITY TAL SITE AREA 462779.74 SF (10.62 AC) RETAN V 1 s SETBACKS RE uR RP OPOSED ' 25 FRONT 81.94' (70 BLDG.) I 23.28 (TO PVMT J # 5' SIDE 53.19 (TO BLOC ) 1 5.00' TO PVMT.) V - ( 10' REAR 379-81 (TO BLDG.) v / 111 J7 WIDTH. 100' 688.11' \ \ AuOWABLE MAX HEIGHT 30'-50' FT WETLAND SETBACK LINE ? (1 5- PROPOSED BLDG HEIGHT 38'-3" V A ?' 8 SOLID WASTE DUMPSTER WILL BE LOCATED BETWEEN BUILDINGS 1 9. ALL DISTURBED AREAS WITHIN RIGHT-OF-WAY SHALL BE SODDED. j 01 LER F mD-vEae 0 FLOOD ZONE: THIS PROPERTY LIES WITHIN FLOOD ZONE "X" AS DEPICTED CN FEMA FLOOD INSURANCE RATE MAP NO 12103CO126C ",A-ED'. SEPTEMBER 3, 2003 / - -RE IS NO NEW FREESTANDING SIGNS PROPOSED WITH # --i!S PROJECT 'IUTY EASEMENTS ARE IDENTIFIED BY THE SURVEY ON 1 '.IS PROPERTY. '3 WETLAND LIMITS HAVE BEEN SURVEYED AND ARE LOCATED ON THE PLANS. ? -' _;ISTING' PROP05E , R UIR D'. A TOTAL SI , 462.779.74 SF (10.62 ACi) 462,77974 SF (10.62 AC4) 20,000.00 SF 8. TOTAL OPEN FACE 399,446.46 SF (917 AC) 369,909.33 SF (8.49 AC) 115,694.93 SF (0.25 AC MIN.) C. BUILDING FOOTPRINT. 28,176.33 SF (0.06 ISR) 47,21417 SF (0.1D ISR) - E. SIDEWALK/DECK/PAVED AREA'. 35,156 95 SF 45,656.24 SF - F TOTAL IMPERVIOUS AREA 63,333.28 SF (0.14 )SR) 92,870.41 SF (9.20 ISR) 347,084.81 SF (0.75 ISR) G. PARKING SPACES. 72 SPACES 72 SPACES 90 (1 PER 2 RESIDENTS) H. VEHICULAR AREA. 34,494.19 SF 40,490.01 SF - I, INTERIOR LANDSCAPE AREA. N/A 4,329.46 SF (1069%) 4,049 SF (10%) J. A.L.F. BEDS 144 180 Paradise Development Group, Inc. 1901 RIGSBY LANE SAFETY HARBOR, FLORIDA 14695 PHONE (727) 7161115 FAX(717) 7162337 ?I F.1 41 A( ?'L5.70CIATE.SJNC. 07 21 05 FITT rv0 DATE BY CESCRIPTprv CONBi. REVISIONS CERTIFICATION AND SEAL EREB' CERTIFY THAT T S Py1N AND SPECIFI- CATION WAS PREPARED Br NF OR UNDER V, DIRECT PERVISION ANO THAT I AM 4 DULY REGSTERED ARCHITECT OR ENGINEER SNOER H.'AWS OF TATE THE OF FLORIDA AS SIGN F.O 01 PY 1110 ANC SEA. BECKETT LAKE A.L.F. ¦ 1136 MONrCLAR ROAD CLEARWATEKIRLORIOA EROSION CONTROL, NPDES, DRAINAGE BASIN 8 SITE PLAN DRAWN BY SCR 5 SxJWN C4 BY RELEASED 10 REVIEWED LH CpNBTRUCTON BY. I.v.._ I I! r 1 APPENDIX A DRAINAGE INFORMATION 231-03 Beckett Lake I \\Kza server\KZA Server\Becket Lake ALF\Permits\Storm Water Report\Stormwater REPORT.doc 231-03 Beckett Lake PRE & POST DEVELOPED CONDITIONS Pre-Developed Condition: Prior to the proposed additional east building, the site detains the runoff from the west building and the 72 space parking area . Post-Developed Condition: In the post-developed condition, the additional building area and the relocated parking along the east side will be routed through the proposed storm water pond. The dry pond will treat the first half inch from the site and also provide attenuation from a 25 year storm. The patio will have a storage/percolation system to retain and percolate a 25 year storm. I t 1 \\Kza_server\KZA_Server\Becket Lake ALF\Permits\Storm Water Report\Stormwater REPORT.doc L Soils Mau 231-03 Beckett Lake The soils are indicated on the soils map for the site as "AfB", Astatula fine sand. Astatula fine sand is highly permeable ("greater than 20 inches per hour") sands with a very deep seasonal high water table ("Depth to seasonal high water table: More than 80 inches all year".) 1 1 1 I \\Kza serveAKZA Servcr\Becket Lake ALF\Permits\Storm Water ReporMtormwater REPORT,doc 231-03 Beckett Lake DRAINAGE CALCULATIONS • On-site soil is AM, Astatula fine sand • Site is fully developed as far as the parking, and one building has been built. The proposed building is to be placed on ground which once was a home site, including several buildings; the last structure is to be taken down during this phase. I. PRE -East Building- DEVELOPED CONDITIONS -Curve Number Calculation: BASIN DA#1 Area pervious area A) Curve No. 0.60 79 0.01 98 Cn x A Cover t condition 47.40 Open space, fair cond. 0.49 Urban district, commercial & business Total area = 0.61 47.89 79= Weighted Cn Time of Concentration Calculation: Flow Length Slope Velocity Land Use P Flow 1 Type feet (inches) n Time BASIN From To t /Sec hours PRE Sheet 0 100, 0.00738 n/a grass 4.50 0.2 0.258 Time of Concent ration 0.26 Pre Area = 0.61 acres CN = 79, Tc = 15 minutes QPgE 25yr = 2.32 cfs II. POST -East Building- CONDITIONS 15.5 The basin DA#1 is mostly impervious, and thus the calculation for the proposed Curve number was arrived at as follows: Description Area A Curve No. Cn Cn x A Cover type & hydrologic condition Open pervious area (clean fill) 0.03 74 2.22 Open space, good cond. Buildings 0.44 98 42.83 Urban district, commercial & business Roadway 0.07 98 6.86 Paved parking lots, roofs, etc. Sidewalks/Concrete 0.03 98 2.94 Urban district, commercial & business Pond 0.04 98 3.92 Urban defined Cn=98 Total area = 0.61 58.77 97= Weighted Cn \\Kza server\KZA_Server\Becket Lake ALF\Permits\Storm Water Report\Stormwater REPORT.doc 231-03 Beckett Lake Time of Concentration Calculations: Flow Length Slope Velocity Land Use P n Flow Time 1 Type feet (inches) BASIN From To t /Sec ours POST Sheet 0 200 0.01000 n/a pavement 4.50 0.011 0.039 Time of Concent ration 0.04 2.3 Minutes Post Area= 0.61 acres CN = 97 Tc= 10 minutes QPOST 25yr = 3.27 cfs (prior to the pond) and 2.28 cfs after the pond is built. III. WATER QUALITY Dry Detention Treatment Volume Required = (1/2 in)(0.61 ac) 12 in = 0.03 ac-ft = 1114 cf Treatment volume provided = 1440 cf in the pond (see attached). The treatment draw down is provided by percolation that is anticipated to be >20 inches per hour per the Pinellas County Soils Survey. The ponds will thus should be dry in under 6 hours. \\Kza server\KZA Server\Becket Lake ALF\Permits\Storm Water Report\Stormwater REPORT.doc I IV. PRE -Patio- DEVELOPED CONDITIONS Pre Area = 0.12 acres CN = 74 (est) QPu 25yr = 0.42 cfs V. POST -Patio- CONDITIONS 231-03 Beckett Lake The basin DA#2 is 5310 sq feet in area, of which 1360 sf is impervious. The area is 26% impervious, thus the calculation for the proposed runoff was arrived at as follows: 26% Curve number 95 =.26X95 = 25 1 74% Curve number 63 =.74X63= 47 Curve number for proposed condition = 71 Post Area = 0.12 acres CN=71 QPosT 25yr = 0.39 cfs (prior to the storage/retention) and 0.00 cfs after the storage/retention is built. I VI. WATER QUALITY I Dry Detention Treatment Volume Required = (1/2 in)(0.12 ac) 12 in = 0.01 ac-ft = 221 cf The drainage pipe and gravel provide the following: 34 cubic feet per foot, 65 feet yields 2,210 cubic feet The draw down is provided by percolation that is anticipated to be >20 inches per hour per the Pinellas County Soils Survey. The bed will thus should be dry in under 6 hours. I \Tza server\KZA Server\Becket Lake ALF\Permits\Storm Water Report\Stormwater REPORT.doc Runoff Curve Numbers 1 t 231-03 Beckett Lake I \NKza server\ ZA_Server\Becket Lake ALF\Permits\Storm Water Report\Stormwater REPORT.doc Table 6.1 Runoff Curve Numbers for Urban Areas (Ref: NEH-4) Cover Description Curve numbers for hydrologic soil group Average % Cover type and hydrologic condition Impervious A B C D Open space (lawns, parks, golf courses, cemeteries, etc.) Poor condition (grass cover < 50% 68 79 86 89 t Fair condition (grass cover 50% to 75%) ...................... 49 69 1-7-91 84 Good condition (grass cover > 75% 39 61 74 80 Impervious areas: Paved parking lots, roofs, driveways, etc. (excluding r/w) 98 98 98 98 Streets and Roads: Paved; curbs and storm sewers (excluding r/w 98 98 98 98 Paved; open ditches (including r/w) ............................. 83 89 92 93 Gravel (including r/w 76 85 89 91 72 82 87 89 Dirt (including r/w) ..... :............................................... Western desert urban areas: Natural desert landscaping (pervious areas only) ............. 63 77 85 88 Artificial desert landscaping (impervious weed barrier, desert scrub with 1- to 2-inch sand or gravel mulch and basin borders) .............................. 96 96 96 96 Urban districts: Commercial and business ............................................... 85 89 92 94 95 Industrial ........................................................................ 72 81 88 91 93 Residential districts by average lot size: 1/8 acre or less (town houses) ......................................... 65 77 85 90 92 1/4 acre ........................................................................... 38 61 75 83 87 1/3 acre ........................................................................... 30 57 72 81 86 1/2 acre ........................................................................... 25 54 70 80 85 1 acre .............................................................................. 20 51 68 79 84 46 65 77 82 2 acres ............................................................................ 12 Newly graded areas (pervious areas only, no vegetation) .... 77 86 91 94 Note: Curve numbers are based on average runoff condition, and la = 0.2S. The average percent impervious area shown was used to develop composite CN's. Other assumptions are as follows: impervious areas are directly connected to the drainage system, impervious areas have a CN of 98, and pervious areas are considered equivalent to open space in good hydrologic condition. © 1995, Streamline Technologies, Inc. Chapter 6 - Mathematical Formulation Page 6-7 1 1 1 r t ICPR MODELS 231-03 Beckett Lake I \\Kza_server\KZA Scrver\Becket Lake ALF\Pemtits\Storm Water Report\Stormwater REPORT.doc 1 1 1 231-03 Beckett Lake POND ROUTING MODEL DAN Existing: Basin Exist Node: Bank (Drains to Becket Lake) Post-east building: Basin Proposed Node: Outfall Pond Weir Node: Bank (The bank of Beckett Lake) \\Kza server\KZA Server\Becket Lake ALF\Permits\Storm Water ReporMtormwater REPORT.doc 1 1 1 1 1 1 1 1 1 1 i 1 1 1 1 231-03 Beckett Lake POND ROUTING MODEL DA#2 Existing: Basin Exist Node: Ditch (Drains to Becket Lake) Post- Patio: Basin Proposed Node: Outfall Node: STO Weir Ditch (The bank of Beckett Lake) \\Kza_server\KZA Server\Becket Lake ALF\Pemuts\Storm Water Report\Stormwater REPORTAOC Annotated ICPR Resorts 231-03 Beckett Lake BASIN DA#1 The ICPR report included is for a 24 hr 9 inch storm over the 0.61 acre building and parking lot (Pages 1 to 4). Page 4 shows the results of the high water for the 9 inch 24 hour storm of 58.98 feet (A3) and the maximum post-development discharge of 2.28 cfs (A4). This compares favorably with the allowable pre-development discharge of 2.32 cfs as shown on Page 3 (A2). Pages 1 and 2 display the parameters entered into the program for the pre and the post conditions. The discharge for the pond consists of a 5" discharge weir (Al) into a discharge structure that has a 15" pipe which drains onto the bank of Becket Lake along the south side of the property. This discharge over the weir, as demonstrated by this program, shows that the proposed design will produce the required results of detaining the runoff from a 25 year 24 hour 9 inch storm. BASIN DA#2 The ICPR report included is for a 24 hr 9 inch storm over the 0.12 acre Patio (Pages 5 to 7). ' P h age 7 s ows the results of the high water for the 9 inch 24 hour storm of 59.79 feet (A7) and the maximum post-development discharge of 0.00 cfs (A8). This compares favorably ' with the allowable pre-development discharge of 0.42 cfs as shown on Page 5 (A5). Page 6 displays the parameters entered into the program for the pre and the post conditions. The discharge for the pond consists of a fictitious 60" discharge weir (A6). If the patio receives more water than the storage/percolation can handle (over a 100 yr storm) it will drain to the south and Beckett Lake. This lack of discharge over the weir, as demonstrated by this program, shows that the proposed design will produce the required results of detaining the runoff from a 25 year 24 hour 9 inch storm. \\Kza_Server\KZA Server\Becket Lake ALF\Perrnits\Storm Water Report\Stormwater REPORTAOC INPUT.TXT 00 Advanced interconnected channel & Pond Routing (ICPR ver 2.21) [1] Copyright 1995, streamline Technologies, Inc. Pinellas county specs ******tc*** Input Report *********************,t****,t,t,r**********re**tctr**,r,t**,t*,t*,t --------Class: Basin------------------------------------------------------------ Basin: EXIST Node: EXIST Status: On site Type: SCS Unit Hydr Group: BASE unit Hydrograph: UH256 Peak Factor: 256 Rainfall File: FLMOD storm Duration(hrs): 24 Rainfall Amount(in): 9 Area(ac): 0.61 concentration Time(min): 15 Curve #: 79 Time shift(hrs): 0 DCIA(%): 0 --------Class: Basin--------- Basin: PROPOSED Node: POND Group: BASE unit Hydrograph: UH256 Rainfall File: FLMOD Rainfall Amount(in): 9 Area(ac): 0.61 Curve #: 96 DCIA(%): 0 ---------------------------------------------- Status: On site Type: scs unit Hydr Peak Factor: 256 storm Duration(hrs): 24 Concentration Time(min): 10 Time shift(hrs): 0 --------lass: Drop Structure--------------------------------------------------- Name: OUT From Node: POND Length(ft): 70 Group: BASE To Node: BANK Count: 1 Outlet Cntrl Spec: use do or tw Inlet Cntrl Spec: use do upstream Geometry: Circular Downstream Geometry: Circular UPSTREAM DOWNSTREAM Span(in): 15 15 Rise(-in): 15 15 invert ft): 57 56.9 Manning's N: 0.013 0.013 To Cli Bottom Clip(in): 0 0 1 i 1 Entrance LOSS Coef: 0 Flow: Both Exit Loss Coef: 0 Equation: Aver Conveyance Upstream FHWA Inlet Edge Description: circular concrete: square edge w/ headwall 1 1 Downstream FHWA Inlet Edge Description: Circular concrete: square edge w/ headwall 1 1 Advanced interconnected channel & Pond Routing (ICPR ver 2.21) [2] Copyright 1995, Streamline Technologies, Inc. Pinellas county specs ,t**,t,r***** Input Report **** n*******,t********,t,t,rrr***,t**,t,t o-* x,r,r* r*,t**tc,t********** *** weir 1 of 2 for Drop structure OUT *** [TABLE] Count: 1 Bottom Clip(in): 0 Type: Mavis Top Clip(in)): 0 Flow: Both weir Discharge Coef: 3.2 Geometry: Rectangular orifice Discharge Coef: 0.6 span(i n) : 5 t"' Invert(ft) : 57.5 Rise(in): 16 tk 1) control Elev(ft): 57.5 *** weir 2 of 2 for Drop structure OUT *** [TABLE] Count: 1 Bottom clip(in): 0 Type: Horiz Top Clip(in): 0 Flow: Both Weir Discharge Coef: 2.8 Geometry: Rectangular Orifice Discharge Coef: 0.65 span in : 36 Rise in : 54 Invert(ft): 59 Control Elev(ft): 59 --------Class: simulation----------------------- C:\ICPR2\KZA\BECKETT\25Y24H Execution: Both Page 1 ' INPUT.TXT Header: 25 year 24 hr for pond ' -------?-HYDRAULICS ----------------------------- HYDROLOGY -------------------- Max Delta z (ft): 1 Delta Z Factor: 0.01 override Defaults: NO Time Step Optimizer. 0 Drop Structure Optimizer: 0 ' Sim Start Time(hrs): 0 Sim End Time(hrs): 24 Min Calc Time(sec): 60 Max calc Time(sec): 300 To Hour: Pznc(mi n): To Hour: PInc(min): ' 11 30 11 30 13 5 13 5 24 30 24 30 ---------GROUP SELECTIONS ---------------------------------------------------- 0 + BASE [03/29/05] 1 i Page 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 BASINS.TXT 00 Advanced interconnected channel & Pond Routing (ICPR Ver 2.21) Copyright 1995, streamline Technologies, Inc. 25 year 24 hr for pond [1] ****** * Basin Summary - 2SY24H ** * * ****** * * * *** * * * * *** ---------------------------- ------------------------------------------------ Basin Name: EXIST PROPOSED Group Name: BASE BASE Node Name: EXIST POND Hydrograph Type: UH UH unit Hydrograph: uH256 UH256 Peaking Factor: 256.00 256.00 Spec Time Inc (min): 2.00 1.33 Comp Time Inc (min): 2.00 1.33 Rainfall File: FI.MOD FLMOD Rainfall Amount (in): 9.00 9.00 Storm Duration (hr): 24.00 24.00 Status: ONSITE ONSITE Time of Conc. (min): 15.00 10.00 Lag Time (hr): 0.00 0.00 Area (acres): 0.61 0.61 Vol of Unit Hyd (in): 1.00 1.00 Curve Number: 79.00 96.00 DCIA (%): 0.00 0.00 Time Max (hrs): 12.10 12.04 Flow Max (cfs)• 2.32 3.21 Runoff volume (in): 6.44 832 Runoff volume (cf): 14267 18856 0 Page 3 MAX.TXT 0o Advanced interconnected Channel & Pond Routing (ICPR ver 2.21) [1] copyright 1995, streamline Technologies, inc. 25 year 24 hr for pond ****** Node Maximum Conditions - 25Y24H***?a**********?*?*************** (Time units - hours) Node Group Max Time Max Stage warning Max Delta Max surface Max Time Max inflow Max Time Max outflow Name ---------- Name conditions ------------------------- (ft) stage (ft) ------------------ stage (ft) ------------ Area (sf) ------------- inflow ------- (cfs) outflow (cfs) BANK BASE 12.00 56.90 56.00 0.0479 0.00 ---- 12.28 ------------- 2.28 ---------- 0.00 ------------ 0.00 POND BASE 12.28 58.98 60.00 0.0378 2604.01 12.00 3.19 12.28 2.28 0 Y\(A3) yAqj page 4 ' NODEPAT.TXT 00 Advanced interconnected Channel & Pond Routing (ICPR ver 2.21) [1] copyright 1995, Streamline Techno logies, Inc. 25 Yr 24 Hr Patio Basin Summary - PATIO ********************* -------------------------- ------- ----------------------------------------------- Basin Name: EXIST PROPOSED Group Name: BASE BASE ' Node Name: EXIST STO Hydrograph Type: uH uH Unit Hydrograph: UH256 UH256 Peaking Factor: 256.00 256.00 ' Spec Time Inc (min): 2.00 2.00 Comp Time Inc (min): 2.00 2.00 Rainfall File: FLMOD FLMOD Rainfall Amount (in): 9.00 9.00 storm Duration (hr): 24.00 24.00 Status: ONSITE ONSITE Time of Conc. (min): 15.00 15.00 Lag Time (hr): 0.00 0.00 Area (acres): 0.12 0.12 Vol of unit Hyd (in): 1.00 1.00 Curve Number: 74.00 71.00 DCIA (%): 0.00 0.00 Time Max (hrs): 12.10 12.10 Flow Max (cfs)• Runoff volume (in): 0.42 0.39 5.83 5.46 1V - Runoff volume (cf): 2538 2377 \ Page jJ' I INPUTPOR.TXT 00 Advanced interconnected channel & Pond Routing (ICPR ver 2.21) [1] copyright 1995, Streamline Technologies, Inc. Patio to n s**** Input Report --class: Basin---------------------------------------------- Basin: EXIST Node: EXIST Status: On Site Type: SCS Unit Hydr Group: BASE unit Hydrograph: UH256 Peak Factor: 256 Rainfall File: FLMOD storm Duration(hrs): 24 Rainfall Amount(in): 9 Area(ac): 0.12 concentration Time(min): 15 Curve #: 74 Time shift(hrs): 0 DCIA(%): 0 --------class: Basin------------------------------------------------------------ Basin: PROPOSED Node: STO Status: On Site Type: SCS Unit Hydr Group: BASE unit Hydrograph: UH256 Peak Factor: 256 Rainfall File: FLMOD Storm Duration(hrs): 24 Rainfall Amount(in): 9 Area(ac): 0.12 Concentration Time(min): 15 Curve #: 71 Time shift(hrs): 0 DCIA(%): O --------class: weir ------------------------------------------------------------- Name: OUTFALL From Node: sTo Group: BASE TO Node: DITCH Count: 1 Type: Mavis Flow: Positive Geometry: Rectangular Span(in): 60 <- (A (P) Rise(in): 60 Invert(ft): 61 control Elev(ft): 61 Bottom Clip(in): 0 TABLE Top Clip(in): 0 weir Discharge Coef: 3 ' orifice Discharge Coef: 0.06 0 1 Advanced interconnected channel & Pond Routing (ICPR ver 2.21) [2] Copyright 1995, Streamline Technologies, Inc. Porch Input Report ** t,tsr x,t,t**,t,t*,t ?,t*,t,t* r,t,r*,t,r,r,t,t a,t,t*,tw,rx,t,ttrte,tr*,t --------Class: Simulation ------------------------------------------------------- C:\ICPR2\KZA\BECKE17\PATIO Execution: Both Header: 25 Yr 24 Hr Patio HYDRAULICS-----------------------------HYDROLOGY-------------------- Max Delta z (ft): 1 Delta Z Factor: 0.1 override Defaults: NO Time Step Optimizer: 0 Drop Structure Optimizer: 0 Sim start Time(hrs 0 Sim End Time(hrs): 24 Min Calc Time(sec): 60 Max ca1C Time(sec): 300 To Hour: Pinc(min): To Hour: PInc(min): 11 30 11 30 ' 13 13 5 24 C 24 30 T ---------GROUP SELECTIONS---------- ------------------------------------------ + BASE [03/2S/05] 0 I Page 4 r rt . M MM M M r r m m m .m MAXPATIO.TXT 00 Advanced interconnected channel & Pond Routing (ICPR ver 2.21) [11 Copyright 1995, Streamline Technologies, Inc. 25 Vr 24 Hr Patio ******* Node Maximum Conditions - PATIO a****,r*********.?***************a********* (Time units - hours) Node Group Max Time Max stage warning Max Delta Max surface Max Time Max inflow Max Time Max outflow Name - Name Conditions (ft) Stage (ft) Stage (ft) Area (sf) inflow (cfs) outflow (cfs) --------- DITCH ------------- BASE ------------ 11.99 ------------------ 3.70 0.00 ------------ 0.0014 ------------- 0.00 ----------- 0.00 ------------- 0.00 ---------- 0.00 ------------ 0.00 STO BASE 23.98 59.79 0 .00 0.0987 1043.01 12.09 0.39 0.00 0.00 1 Page 7 11 WATER QUALITY VOLUMES t 231-03 Beckett Lake I \\Kza server\KZA Server\Becket Lake ALF\Permits\Storm Water Report\Stormwater REPORT.doc A PROJECT NO. KZA Project No.231-03 SIGNER: John Herrick TE: Issue Date 3/24/2005 4,422 CF needed ,MMENTS: DA#1 4910 CF Provided (see Pond Volume) CLEARWATER CALCULATIONS 25 Year Storm Sq. Feet C Factor CA Existing Drainage Area 26571.6 Parking and Buildings 4356 0.95 4138.2 Grass 22215.6 0.2 4443.12 8581.32 total 0.322951 Cexist Proposed Drainage Area 26571.6 Parking and Buildings 21780 0.95 20691 Pond 1742.4 1 1742.4 Grass 3049.2 0.2 609.84 23043.24 total 0.867213 Cprop Volume Required c I a Delta Q tc 0.544262 3.7 0.61 1.2284 3600 4422.24 Cubic Feet Clearwater Calculations.xls[Tab] r ? m m r m r m m m m m= m m m m m r OJECT NAME: Beckett Lake ALF A PROJECT NO. KZA Project No.231-03 SIGNER: John Herrick .TE: Issue Date 3124/2005 IMMENTS: DA#1 Treatment Volume Elevation: 57.50 Pond Bottom Elevation: 57.00 Area of Pond at Treatment El. s : 1,800.00 Area of Pond at Bottoms : 1,742.00 26746 SF 0.50 1114.417 cu ft needed 1,439.50 provided Slope of Pond: 4 :1 K sand ermeabil ,ft per hr : 4.82 Safe Factor dimensionless : 2 E ELEV. h TOTAL HEAL (ft) Ah INCR. HEAD (ft) V TOTAL VOLUME (cf) HYDRAULIC GRADIENT AREA OF FILTER A=(L)(h) FLOW Q=KA4 (cfh) AVERAGE FLOW (01+Q2)/2 (cfh) AT INCR. TIME (hrs.) ET TOTAL TIME (hrs.) 57.500 57.250 0.025 1,439.50 . . . 0.250 1105.0 665.8 0 0 57.475 ......................... 57.225 . ........ .... 0.025 .............. ....... ....... .................... . . 1,366.84 .... .. ... . 0.238 1105.0 .................. 632.5 ......................... 849.12 ......................... 0.112 ........................ 0.112 57.450 .. 57.200 ......... - 0.025 .................... . ................ 1. ,294 . .25 ..... . . .225 105.0 .................. 599 . .2 ...... ............. . ..... 615 . . .83 .... ......... ..... .. 0.1 .. 18 ...... ............ ..... ..... 0 . .230 57.425 5 7.175 - 0.025 .... . 1,221.73 ...... ........ . 0.213 1105.0 ......................... 565.9 ......................... 582.54 ................... ...... 0.124 ........................ 0.354 57.400 ........ 57.150 ........................ 0.025 ..................... ... .. ....... .. . 1,149.28 . ... 0.200 1105.0 ........ .......... 532.6 .................. ....... 549.25 ......................... 0.132 ............. ..... -.... 0.486 57.375 _ ............ 57.125 ....................... .. . 0.025 ............................. . .. .........._.......... 1,076.91 .............. . . 0.188 1105.0 ................... .... . 499.3 ........................ . 515.97 ............... ......... 0.140 ........................ 0.626 57.350 57.100 0.025 .. .. ......... 1,004.61 0.175 1105.0 ....... ................. 466.0 ......................... 482.68 ......................... 0.150 ....................... 0.776 57.825 57.075 0.025 932.38 .. .. 0.163 1105.0 432.7 449.39 0.161 0.937 57.300 . .. ......... 57.050 ......................... 0.025 ............. ...... ... ... .. 860 . . 0.150 1105.0 399.5 416.10 0.173. . 1..1.10. 57.275 ......................... 57.025 ........... . .... . . . 0.025 ......... ..................... . .............. 788.14 ...... .._........ ...... 0.138 1105.0 .......................... 366.2 ......................... 382.81 ......................... 0.188 ........................ 1.299 57.250 57.000 0.025 . .... 716.13 0.125 1105.0 .... _.............. ...... 332.9 ......................... 349.53 ......................... 0.206 ........................ 1.505 57.225 56.975 _ ............... 0.025 ........ ..... 644.19 0.113 1105.0 299.6 316.24 0.227 1.732 57.200 56.950 ... ........... 0.025 ............................. 572.32 0.100 1105.0 266.3 282.95 0.254 1.986 57.175 _ . 56.925 ......... ....... 0.025 . .. 500.53 0.088 1105.0 233.0 249.66 0.288 2.274 57.150 . 56.9U0 ............ ........... . 025 ............................. ............................. 428.81 ... . . 0.075 1105.0 .......... .. ............. 199.7 ......................... 216.37 ....... ................ 0.331 ......... ............... 2.605 57.125 56.875 0.025 .... ... ................. 357.16 0.063 1105.0 ......... ......... 166.4 ..................... .... 183.08 .......... ............... 0.391 ...................._.. 2.997 57.100 ............. 56.850 ............ ............ ........... 0.025 ......... ... ...................... ..._.. 285.58 0.050 1105.0 ................ 133.2 .................... .. 149..80 ......................... 0.478 ........................ 3.474 57.075 . 56.825 .. ............... 0.025 ............................ 214..08 0.038 1105.0 .......................... 99.9 .......... 6........... 116.51 ......................... 0.614 ........................ 4.088 57.050 56.800 0.025 142.65 0.025 1105.0 66.6 83.22 0.858 4.946- 57.000 56.750 0.000 27.70 0.000 1105.0 ------------- 0.0 --- ---------- 33.29 __ ---------- 3.453 _ - - 8.399-- TREATMENT VOLUME RECOVERS IN: 8.4 HOURS sidedrain.xls[Tab] = m m m m m r i = m= m r m m m m = m PROJECT NAME: KZA PROJECT NO. DESIGNER: DATE: COMMENTS: Beckett Lake ACLF KZA Project No.231-03 John Herrick Issue Date 3124/2005 DA#1 Building and Parkin ,422 cu ft needed see 25 Year Calculation To Volume Elevation: 59.00 Pond Bottom Elevation: 57.00 Area of Pond at To El. s : 2,613.60 Area of Pond at Bottoms 1,742.00 v E Oh TOTAL ELEV. INCR. HEAD VOLUME (ft) (CO 59.000 0.100 4,909.60 4,909.60 Provided 58.900 _ ........................ ..... ................ 0.1 ........................ 4,622.72 .. ... 58.800 ...................... 0.1 ......................... 4,340.20 ...................................................... 58.700 ....................................... ...................... 0.1 ......................... 4,062.03 .............. 58.600 ......................................... . ...................... 0.1 ......................... 3,788.22 ... ........ 58.500 ........................... ...................... 0.1 ......................... 3,518.77 ........................... 58.400 _ ............ ...................... 0.1 ......................... 3,253.68 ............. 58.300 ................................................... ..................... 0.1 ......................... 2,992.95 .... 58.200 _....... ........ ...... . . . ..................... 0.1 ......................... 2,736.58 . .... .. ........... ... 58.100 ..................... 0.1 ......................... 2,484.56 ....................................................... 58.000 ..................... 0.1 ......................... 2,236.90 _ .............. 57.900 ................................................... . ..................... 0.1 ......................... 1,993.60 . .. 57.800 _ ............................. . . ..................... 0.1 ........................ 1,754.66 . ....... .............. 57.700 .................... 0.1 ......................... 1,520.07 _.. 57.600 .. ...... . ... ......... ............ 0.1 ...................... ... 1,289.84 ................ . . .. 57.500 ........... ............................... .. . ..................... 0.1 .....,063._................. 1.97 . ..... . 400 57. ...... 0....... ...... ...1 ....842.. ..........46.. ........ 57.300 0.1 625.31 ....................................................... 57.200 ..................... 0.1 ......................... 412.52 57.000 0.000 27.70 pond volume.xis[Tab] M w r r r M M M M ! M M M M M M M M M A PROJECT NO. KZA Project No.231-03 SIGNER: John Herrick TE: Issue Date 3124/2005 iMMENTS: DA#2 TRENCH DRAIN ON PATIO 2,200 cu ft required (ICPR model) 2,669 cu ft provided Pipe Pipe Area Length (sf) (ft) Vol (cf) Outside 7.071429 65 459.64 Pipe Dia (in) 41.7 740.83 50% Vol Width(ft) Pipe L (ft) Vol(cf) (cf) 1 65 797.88 398.94 1.25 732.88 366.44 1.5 845.82 422.91 1.75 958.76 479.38 2 1071.70 535.85 2.0833333 1109.34 554.67 2.166666667 1146.99 573.49 2.25 1184.63 592.32 2.5 1297.57 648.79 2.75 1410.51 705.25 3 1523.45 761.72 STORAGE IN TRAPEZOIDAL PIPE CROSS-SECTION (cf) Pipe OD = 41.7 Pipe Length = 65 Trench Pipe Area Area - Pipe 50% Trench Trench @ O.D. Pipe Area Length Volume Volume Trench Slope Height (ft) Area (sf) (sf) (sf) (ft) (cf) (cf) 1 to 1 5.817559 77.47568 9.49 67.99 65 4419.2 2209.6 Pipe Storage.xls[Tab) t u Culvert Calculations 231-03 Beckett Lake ' MKza-server\KZA Server\Becket Lake ALF\Petmit \Storm Water Rq*rt\Stormwater REPORT.doc PAR r r 3/312 5= = M = M = ® M M 333-04 AREA # 1 Culvert Capacity dim a dim b Area tc intensity c Q Mannings 100 100 0.229568411 15 6.4 0.95 1.395776 Q = volume is cubic feet per second Q= a x 1. n x RZ^ x S R = Hydraulic Radius (ft) or [m] = a/Pw Assume n= 0.013 a = Cross-Sectional Area of Flow (f:2) or [m2] Assume slope= 0.0015 S =.Channel Slope Assume diameter= 1.5 n = Manning's Roughness Coefficient Assume % full pipe= 0.75 radius 0.75 Total area radius sq 0.5625 Pi r sq 1.76715 sq feet depth 1.125 0.375 feet Area exempted circle cos 60 0.5 0.3333 0.58905 sq feet rectangl sin 0.866025 0.65 a= 1.421667 sq feet 0.24357 sq.feet Area exempted 0.3455 Hydraulic radius Pw 240 degrees 4.712 total circumference 0.66667 % of total 3.142 feet R (Hydraulic radius) = a/Pw= 0.45253 Zone 6 (from FDOT -10 year storm) a n R 213 S112 V 1.421667 1.486 0.013 0.58943 0.039 2.61 fps 1.40 Cfs Q 3.71 Cfs Grate El 59.98 Grate - Hyd 1.0 57.84 inv 100 length 0.15 fall 57.69 inv AREA # 2 dim a dim b Area tc intensity c a Mannings Above: 1.40 Q = volume is cubic feet per second 1.486 Q= a x n x R X SLR 100 70 0.160697888 15 6.4 0.95 0.977043 R = Hydraulic Radius (ft) or [m] = a/Pw Assume n= 0.013 a = Cross-Sectional Area of Flow (ft2) or [m2] Assume slope= 0.0015 S = Channel Slope Assume diameter= 1.5 n = Manning's Roughness Coefficient Assume % full pipe= 0.75 radius 0.75 Total area radius sq 0.5625 Pi r sq 1.76715 sq feet depth 1.125 0.375 feet rea exempted circle cos 60 0.5 0.3333 0.58905 sq feet rectangl sin 0.866025 0.65 a= 1.421667 sq feet 0.24357 sq.feet Area exempted 0.3455 Hydraulic radius Pw 240 degrees 4.712 total circumference 0.66667 % of total 3.142 feet R (Hydraulic radius): a/Pw= 0.45253 Zone 6 (from FDOT -10 year storm) a n R 2/3 S1/2 1.421667 1.486 0.013 0.58943 0.039 2.61 f s 0.160697888 2.37 Cfs Q 3.71 ds Grate El 6.5 Grate - Hyd -52.3 57.69 inv 100 length 0.15 fall 57.54 inv. 1 of 2 P" 3/3 /2 5 = = = M M = = = M 333-04 AREA # 3 dim a dim b Area tc intensity c Q Mannings Above: 2.37 Q = volume is cubic feet per second Q= a x 1.486 x R x Sin 100 90 0.20661157 15 6.4 0.95 1,256198 R = Hydraulic Radius (ft) or [m] = a/Pw Assume n= 0.013 a = Cross-Sectional Area of Flow (ft2) or [m2] Assume slope= 0.0015 S = Channel Slope Assume diameter= 1.5 n = Manning's Roughness Coefficient Assume % full pipe= 0.75 radius 0.75 Total area radius sq 0.5625 Pi r sq 1.76715 sq feet depth 1.125 0.375 feet Area exempted circle cos 60 0.5 0.3333 0.58905 sq feet rectangl sin 0.866025 0.65 a= 1.421667 sq feet 0.24357 sq.feet Area exempted 0.3455 Hydraulic radius Pw 240 degrees 4.712 total circumference 0.66667 % of total 3.142 feet R (Hydraulic radius) : a/Pw= 0.45253 Zone 6 (from FDOT -10 year storm) a n R 2/3 S I/2 V 1.421667 1.486 0.013 0.58943 0.039 2.61 fps 0.20661157 3.63 ds Q 3.71 ds Grate El 6.5 Grate - Hyd -52.2 57.54 inv 100 length 0.15 fall 57.39 inv. AREA # Roof Culvert Capacity dim a dim b Area tc intensity c Q Mannings 220 60 0.303030303 15 6.4 0.95 1.842424 Q = volume is cubic feet per second Q_ a x 1.486 x R-ry X S., R = Hydraulic Radius (ft) or [m] = a/Pw Assume n= 0.015 a = Cross-Sectional Area of Flow (ft2) or [m2] Assume slope= 0.0036 S = Channel Slope Assume diameter- 1 n = Manning's Roughness Coefficient Assume % full pipe= 1 radius 0.5 Total area radius sq 0.25 Pi r sq 0.7854 sq feet depth 1 0.5 feet Area exempted circle cos 0 1 0 0 sq feet rectangi sin 0 0 a= 0.785398 sq feet 0 sq.feet Area exempted 0 Hydraulic radius Pw 360 degrees 3.142 total circumference 1 % of total 3.142 feet R (Hydraulic radius) a/Pw= 0.25 Zone 6 (from FDOT -10 year storm) a n R 2/3 S 1/2 I 0.785398 1.486 0.015 0.39685 0.06 2.35 f s 1.84 Cfs 1.84 Cfs Grate El 6.5 Grate - Hyd -52.8 58.25 inv 360 length 1.28277 fall 56.97 inv 2of2 231-03 Beckett Lake 11 APPENDIX B SWFWMD APPLICATION \Tza server\kza server\Becket Lake ALF\Perrwts\Storm Water Report\Storrnwater REPORT.doc ?J ENVIRONMENTAL RESOURCE T PERMIT APPLICATION ' SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT 2379 BROAD STREET a BROOKSVILLE, FL 34604-6899 (352) 796-7211 OR FLORIDA WATS 1 (800) 423-1476 FOR AGENCY USE ONLY ACOE Application # DEPNVMD Application # Date Received Date Received Proposed Project Latitude o Fee Received $. Proposed Project Longitude o 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? o yes 0 no Is this application being filed by or on behalf of an entity eligible for a fee reduction? o yes Rf 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. E7 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 ? Alteration or operation of an existing system which was not previously permitted by SWFWMD ^. Modification of a system previously permitted by SWFWMD or DEP. Provide previous permit # 15590.002 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. o yes dno 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 LYNot Applicable E. Are you claiming to qualify for an exemption? oyes tyno If yes, provide rule number if known FORM 547.27/ERP(8-94)A Click here to reset "For Agency Use Only." Page 1 of 5 7 L 1 I? PART 3: A. OWNER(S) OF LAND B. APPLICANT (IF OTHER THAN OWNER) NAME NAME Michael W. Payne, Administrator COMPANY AND TITLE COMPANY AND TITLE Beckett Lake Lodge, Ltd. ADDRESS ADDRESS 2155 Montclair Road CITY, STATE, ZIP CITY, STATE, ZIP Clearwater, Florida 33763 TELEPHONE (727) 797-7257 TELEPHONE ( ) FAX (727 ) 441-4223 FAX ( ) C. AGENT AUTHORIZED TO SECURE PERMIT(IF D. CONSULTANT (IF DIFFERENT FROM AN AGENT IS USED) AGENT) NAME NAME Keith Zayac, P.E., R.L.A. COMPANY AND TITLE COMPANY AND TITLE Keith Zayac & Associates, Inc, President ADDRESS ADDRESS 701 Enterprise Road, E., Suite 404 CITY, STATE, ZIP CITY, STATE, ZIP Safety Harbor, Florida 34695 TELEPHONE ( ) TELEPHONE (727) 793-9888 FAX ( ) FAX (727) 793--985 PART 4: PROJECT INFORMATION A. Name of project, including phase if applicable: Beckett Lake Lodge, east building S. Is this application for part of a multi-phase project? I(- yes - -no C. Total applicant-owned area contiguous to the project: 10.62 acres D. Total project area for which a permit is sought:0.73 acres E. Total impervious area for which a permit is sought: 6.67 acres F. Total area (metric equivalent for federally funded projects) of work in, on, or over wetlands or other surface waters: 0.00 acres or square feet { hectares or square meters) G. Total number of new boat slips proposed: 0 t UKM 347.Z7/hKY(8-y4)A Page 2 of 5 0 1 a PART 5: PROJECT LOCATION (use additional sheets, if needed) County(ies) Pinellas Section(s) 1 Township 29 Range 15 Section(s) Township Range Land Grant name, if applicable Tax Parcel Identification Number 01-29-15-00000-140-0100 Street address, road, or other location 2155 Montclair Road City, Zip Code, if applicable Clearwater, FL 33763 PART 6: DESCRIBE IN GENERAL TERMS THE PROPOSED PROJECT, SYSTEM, OR ACTIVITY. Removal and replacement of parking areas, construction of a modified parking lot, a retention area and a building. FORM 547.27/ERP(8/94)A Page 3 of 5 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 PART 7: 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 B. Please identify by number any MSSW/WRM (dredge & fill)/ERP/ALOE permits or applications pending, issued or denied and any related enforcement actions at the proposed project site. Agency Date Number/ Type Action Taken C. Womer eu ngs. pease provide ine names, aaoresses ano zt codes of property owners whose proper 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. 2. 3. 4. 5. 6. FORM 547.27/ERP(8/94)A Page 4 of 5 F 1 r 1 i 1 PART 8: 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 aviolation of Section 373.430, F.S. and 18 U.S.C. Section 1001, I 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. Michael W. Payne Administrator Typed/Printed Name of Owner, Applicant or Agent Corporate Title, if applicable Signature of Owner, Applicant or Agent Date B. AN AGENT MAY SIGN ABOVE ONLY IF THE FOLLOWING IS COMPLETED: I hereby designate and authorize the agent listeeabove 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 firraish, 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. Typed/Printed Name of Owner or Applicant 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. Michael W. Payne Administrator Typed/Printed Name Corporate Title, if applicable Signature Date D. I 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/ pennittee with a set of guidelines and schedules for maintenance and operation of the surface water management system. By: Signature of Engineer of Record ! AFFIX SEAL! I Date: Phone: (727 ) 793-9888 FORM 547.27/ERP(8/94)A John Herrick 21508 Name (please type) FL P.E. No. Keith Zavac & Associates. Inc Company Name 701 Enterprise Road, E, Suite 404 Company Address Safety Harbor, Florida 34695 City, State, Zip Page 5 of 5 1 e G r H ENVIRONMENTAL RESOURCE PERMIT APPLICATION r SOUTHWEST FLORIDA rr WATER MANAGEMENT DISTRICT D K 2379 BROAD STREET I BROOKSVILLE, FL 34604-6899 (352) 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 %" BY 11" PAPER, Project Name: Beckett Lake Lodoe east buildin County: Pinellas Owner: ec e Lake Lodge, LTD Applicant: Michael W. Payne Applicant AddreSS: 2155 Montclair Road, Clearwater, FL 33763 1. Indicate the project boundaries on a USES 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. Please see attached. 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: Eearly 3. Attach a depiction (plan and section views), which 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. Please see attached Plans. 4. Briefly describe the proposed project (such as "construct a wit oat shelter", "replace two existing culverts" "construct surface water management system to serve 150 acre residential development"): Construct east building, parking lot and retention area (neplacinq existing parking). 5. Specify the acreage of wetlands or other surface waters, if any, that are ro osed to be disturbed, filled, excavated, or otherwise impacted by the proposed activity: 0.01 acre in 100 year flood plain 6. Provide a brief statement des ribin an ro osed mitigation for impacts to wetlands and other surface waters: Replacement of 12 CY in existing mitigation area. 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 bbyy the applicant and has not been verified by the Southwest Florida Water management District. It maybe subject to change prior to finalagency action. FORM 547.27/ERP(8194)C Page 1 of 1 A ENVIRONMENTAL RES PERMIT APPLICATION \?9\ SOUTHWEST FLORIDA j ` WATER MANAGEMENT DISTRICT 1 A '/' 2379 BROAD STREET a BROOKSVILLE, FL 34604-6899 ?V+O, (352) 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 The information requested below is for projects requiring either a standard general or individual L 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 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/NRCS(aka, SCS Please find attached. 2. Provide recent aerials, legible for photo interpretation with a scale of 1" = 400 t, or more detailed, with project boundaries delineated on the aerial. Please find attached. 3. Identify the seasonal high water or mean high tide elevation and normal pool or mean low tide elevation for each on-site wettand or surface water, including receiving waters into which runoff hese elevations. SWFWMD and Clearwater have defined the 100 year storm elevation to be 56.9. 4. 111 roject site. Include date, datum, and method used to determine these elevations. B. Environmental Con!USDA Soil Conservation service has determined the SHWL to be more than 80 inched from the surfa 1. Provide results of any wildlife surveys that have been conducted on the site and any comments pertaining to the project from the Ftqdj4 Fish and Wildlife Conservation Commission or the U.S. Fish and Wildlife Service (USF8:W). NIA 2. Provide a description of how water quantity, quality, hYdroperiod, and habitat will be maintained in be preserved or remain undisturbed. The 12 CY of 100 yr storm impacted will be replaced on site. 3. Provide a narrative of any proposed mitigation plans, including purpose aintenance, monitoring, and construction sequence and techniques, and estimated costs. H 4. Describe how boundaries of wetlands or other surface waters were determined. If there has been a jurisdictional declaratory statement, a formal wettand determination, a formal determination, a validated informal determination, or a revalidated jurisdictional determination, provide the identifying number. FORM 547.27/ERP(8/94)E Page 1 of 5 Please find attached plans showing the approved line.. S. 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; 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. C. Plans Please find attached plans showing the 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 seated by an appropriate registered 1 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. Please find attached plans showing the boundaries. 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. Assi n each wetland or other surface water a unique identification number Please find attached plans showing the areas to be impacted. 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 tow water (MLW) in tidal areas or normal pool in non- tidal areas. For docki facilities show the location depths and access to the nearest navigational channel. please find attached plans showing the survey of the property. 4. Ftoodplain boundary and approximate flooding elevations if the project is in the known 1 floodplain of a stream or other water course. Identify the 100-year flood elevation and floodplain boundary please find attached plans showing the floodplain. 5. Boundaries of wetlands and other surface waters within the project area. Distinguish those wetlands and other surface waters that have been delineated b an binding wetland determination. please find attached plans showing the boundaries. 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 s t d id tifi ti b . ys em an en on num ca er used in C.2. above. See attached plans. 7. Proposed impacts to wetlands and other surface waters. See attached plans. 8. Locations of buffer zones abutting wetlands. See attached plans. 9. Pre and post-development drainage patterns and basin boundaries. Show the direction of flow, i di l ff i nc u ng any o -s te runoff being routed through or around the system and connections between wetlands and other surface waters. See attached plans. 10. Location of at( water management areas with details of size, side slopes and design water depths. See attached plans. 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 plans FORM 547.27/ERP(8/94)E Page 2 of 5 1 r 12. Location, dimensions and elevations of all proposed structures, including docks, seawalls, utility tines, roads and buildings. See attached plans. 13. Location, size and design capacity of the internal water management facilities. See attached plans. 14. Existing and proposed rights-of-way and easements for the system includin all on-site and off-site areas to be reserved for water management purposes. See attached plans. 1 15. Receiving waters or surface water management systems into which runoff from the developed site will be discharged. See attached plans. 16. Location and details of the erosion, sediment and turbidity control measures to be implemented during each phase of construction and all ermanent control measures to be implemented in post-development conditions. See attached plans. 17. Location, grading, design water levels, and planting details of all mitigation areas. See attached plans. 18. Site grading details, including perimeter grades. See attached plans. 19. Temporary and permanent disposal sites for any excavated material. See attached plans. 20. Details of the dewatering plan including: delineation of areas to be dewatered, location(s) of dewatering facilities and discharge. No areas need to be dewatered. 21. For marina facilities, location of any sewage pumpo cilities, fueling facilities, boat repair/ maintenance facilities, and fish cleaning stations. NIA 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 plans. 23. Master development plan, for phased projects. See attached plans. 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 schedule. 3. Method and type of material to be excavated for wo Building foundation will retain soil excavated from 4. Source and type of fill material to be used for work Building foundation will retain soil excavated from onsite 5. Dewatering plan including: duration of dewatering; the methods for containing the discharge, methods of isolating dewatering areas, and time dewaterin structures will be in lace. A Water Use permit may be required for dewatering. See attached schedule and plans. I 6. Methods for transporting equipment and materials to and from the work site. If bar es are required for access, provide the low water depths Building foundation will retain soil excavated from 7. Demolition plan for any existing structures to be removed. I See attached plans. 8. Provide the name and address t the proposed project. FORM 547.27/ERP(8/94)E Page 3 of 5 Contractor has not been selected. 9. Identify the schedule and party responsible for completing construction monitoring, record drawings, and as-built certifications for the project. See attached schedule. 1 t 1 a s 1 Drainage Information 1. Provide pre-development and post-development ainaue calcuia*;nn nd sealed by an appropriate registered professional, as follows: See attached Drainage Report. a. Runoff characteristics, including area, runof Licient, 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, closed 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; 1. 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. Tait water history and justification (time and elevation); L Pump specifications and operating curves for range of possible operating conditions (if used in system). 2. Provide the results of any percolation tests, where appropriate, and soil borings that are representative of the actual site conditions. 3. Provide the acreage and percentage of the total project, of the following: a. impervious surfaces, excluding wetlands; b. pervious surfaces (green areas not including wetlands); c. lakes, canals, retention areas, other open water areas; d. wetlands. 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 ftoodplain(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; b. Construction plans and calculations that address stage-storage and design elevations, which demonstrate compliance with the appropriate water quality treatment criteria. 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. FORM 547.271ERP(B-94)A Page 4 of 5 C-24 F. Operation and Maintenance and Legal Documentation 1. Describe the overall maintenance and operation schedule for the proposed system S? attached schedule. 1 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 permitte gict at the transferee will be bound by all terms and conditions of the permit. See existing permit. 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 existing permit 4. Indicate how water an waste w off- site suppliers must be included. The City of Clearwater is supplying sewer and water serv ices, 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 See attached Surrey. 6. Provide a copy of the deed or other evidence of ownership, or in the case o an app icant, evidence of an easement or other documents evidencing authorization to perform the proposed work. See existing permit 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. FN/]A 3. If a Water Use Permit has not been issued for the reject, indicate if a permit will be required and when the application will be submitted. N/A 4. Indicate h doned. IThe existing well will be abandoned in accordance with State of Florida regulations. r I FORM 547.27/ERP(8-94)E Page 5 of 5 1 I C-25 t 1 t 1 C-26 TABLE ONE: PROJECT WETLAND AND OTHER SURFACE WATER SUMMARY WL & SW ID WL & SW TYPE WL & SW SIZE WL & SW NOT IMPACTED TEMPORARY WL & SW IMPACTS PERMANENT WL & SW IMPACTS MITIGATION AREA ID WL & SW TYPE IMPACT SIZE IMPACT TYPE WL & SW TYPE IMPACT SIZE IMPACT TYPE 1 100 yr flood 20 acres mol 20 acres mol 200 sf 100 yr flood 163 sf 2 100 yr flood 20 acres mol 20 acres mol 500 sf 100 yr flood 499 sf PROJECT TOTALS: 40.00 40.00 700.00 662.00 Note: WI-=Wetland SW=Other Surface Water ID=Identification number, letter, etc. Wetland Type: from an established wetland classification system Impact Type: D--dredge; F--fill; H=change hydrology; S=shading; C=clearing; O=other Multiple entries per cell not allowed, except in the' Mitigation ID" column. If more than one impact is proposed in a given area, indicate the final impact. FORM 547.27/ERP(8-94)E C-27 = MM MM MM MMMM MM TABLE TWO: PROJECT ON-SITE MITIGATION SUMMARY MITIGATION AREAID CREATION RESTORATION ENHANCEMENT WETLAND PRESERVE UPLAND PRESERVE OTHER AREA TARGET TYPE AREA TARGET TYPE AREA TARGET TYPE AREA TYPE AREA TYPE AREA TARGET TYPE 1 375 sf 100 yr flood PROJECT TOTALS 0.00 375.00 0.00 0.00 0.00 0.00 COMMENTS: NOTE: Target Type or Type=target or existing habitat type from an established wetland classification system or land use classification for non-wetland mitigation. Multiple entries per cell not allowed. FORM 547.27/ERP(8-94)E C-28 M = == r= M W r= M = r== W TABLE THREE: PROJECT OFF-SITE MITIGATION SUMMARY MITIGATION AREAID CREATION RESTORATION ENHANCEMENT WETLAND PRESERVE UPLAND PRESERVE OTHER AREA TARGET TYPE AREA TARGET TYPE AREA TARGET TYPE AREA TYPE AREA TYPE AREA TARGET TYPE L TOTAL PROJECT S 0.00 0.00 0.00 0.00 0.00 0.00 COMMENTS: Target Type=target or existing habitat type from an established wetland classification system or land use classification for non- wetland mitigation NOTE: Multiple entries per cell not allowed FORM 547.27/ERP(8-94)E M r M = M C-29 = = M TABLE FOUR: SUMMARY OF STRUCTURES OVER WETLANDS AND OTHER SURFACE WATERS STRUCTURES TYPE OF WORK * LENGTH WIDTH HEIGHT TOTAL AREA PROPOSED SLIPS EXISTING SLIPS FOR EACH DOCK OR PIER PLEASE COMPLETE: FOR EACH FINGER PIER PLEASE COMPLETE: FOR EACH OTHER WATER STRUCTURE PLEASE COMPLETE TOTAL: 0 0 0 " Type of Work: N-new; R=replaced; O-other; RR=Removed; A=altered/modified Primary use of proposed structures: N/A Will the docking facility provide: live aboard slips? if yes provide number: fueling facilities? if yes provide number: sewage pumpout facilities? if yes provide number: Other Supplies or Services? if yes specify: Type-of Materials for Decking and Pilings (e.g. CCA, pressure treated wood, plastic, concrete) pilings: decking: Deck plank spacing: Number of boats, grouped by length, type and draft, expected to use the facility: FORM 547.27/(ERP/8-94)E C-30 TABLE FIVE: SUMMARY OF SHORELINE STABILIZATION STABILIZATION LINEAR FEET LINEAR FEET LINEAR FEET SLOPE WIDTH AT THE NEW REPLACED REMOVED H: V: TOE VERTICAL SEAWALL: SEAWALL AND RIPRAP: RIPRAP: RIPRAP AND VEGETATION: OTHER TYPE: SIZE OF RIPRAP: TYPE OF RIPRAP: FORM 547.27/(ERP/8-94)E C-31 y • w v • , r ?ITY ®F C L E A R W A T E R PLANNING DEPARTMENT POST OFFICE BOX 4748, CLEARWATER, FLORIDA 33758-4748 =NTP,"J$ F?O'Fr e 0 MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 562-4567 FAx (727) 562-4576 LONG RANGE PLANNING DEVELOPMENT REVIEW June 23, 2005 Clearwater, FL 33757-1368 o H RE': Development Order - Case F1 D2005-=30 - 2155 Montclair Road (Becket Lake ALF). Mr. Roger Larson Johnson, Pope, Bokor, Ruppel & Burns, LLP PO Box 1368 Dear Mr. Larson: This letter constitutes a Development Order pursuant to Section 4-206.D.6 of the Community Development Code. On June 21, 2005, the Community Development Board reviewed your Flexible Development application to permit the transfer of one dwelling unit (TDR2005-04021) from the portion of the subject site within the Preservation (P) district and Preservation (P) future land use plan (FLUP) category to a portion of the site within the Medium Density Residential (MDR) district and Residential Low Medium (RLM) FLUP category under the provisions of Sections 4-1402 - 1403 and to revise a previously approved site plan which allowed an assisted living facility on the site located at 2155 Montclair Road as a Residential Infill Project without fronting on a major arterial street (approved by the Community Development Board on March 21, 2000) by expanding the number of beds from 144 beds to 180 beds, reduce the front (north) setback from 25 feet to 23 feet, not providing a landscaped wall or fence which will screen parking from adjacent parcels of land as required by Section 3-304.A.2 and a reduction in the required number of parking spaces from 90 spaces (one space per two residents) to 72 spaces (one space per 2.5 residents), as a Residential Infill Project, under the provisions of Section 2- 304.G. The proposal includes a two-story ALF building 38,075 square feet in area. The Community Development Board (CDB) APPROVED the application with the following bases and conditions: Bases for Approval: 1. The proposal complies with the Flexible Development criteria as a Residential Infill Project per Section 2-304.G. 1 through 7. 2. The proposal is in compliance with other standards in the Code including the General Applicability Criteria per Section 3-913 1 through 6. 3. Staff further finds the proposal compliant with the standards of Transfer of Development Rights per Section 4-1403. 1 through 5. BRIAN J. AUNGST, MAYOR FRANK HIBBARD, VICE MAYOR HOYI' HAMILTON, COUNCILMEMHER BILE. JONSON, COLINCILMEMBER CARLEN A. PE'I'ERSCN, COUNCllAIE:MBER "EQUAL EMPLOYMENT AND AFFIRMATIVE ACTION EMPLOYER" T S ?? y June 23, 2005 Larson - Page Two 4. The development is compatible with the surrounding area and will enhance other redevelopment efforts. Conditions of Approval: 1. That the final design and color of the building be consistent with the conceptual elevations submitted to, or as modified by, the CDB; 2. That any future attached sign meet all the requirements of Code and be designed to match the exterior materials and color of the building; 3. That all proposed utilities (from the right-of-way to the proposed building) be placed underground. Conduits for the future undergrounding of existing utilities within the abutting right-of-way shall be installed along the entire site's street frontages prior to the issuance of a Certificate of Occupancy. The applicant's representative shall coordinate the size and number of conduits with all affected utility providers (electric; phone, cable, etc.), with the exact location, size and number of conduits to be approved by the applicant's engineer and the City's Engineering Department prior to the commencement of work; 4. That a Tree Preservation Plan be submitted to and approved by Staff prior to the issuance of any building permits; 5. That the arborists field notes are transferred in "typeset" on the Tree Inventory Plan and be submitted to and approved by Staff prior to the issuance of any building permits; 6. That a detailed wetland enhancement plan be submitted to and approved by Staff prior to the issuance of any building permits; 7. That all Fire Department requirements be met prior to the issuance of any permits; and 8. That applicable Parks and Recreation impact fees be paid prior to the issuance of building permits. Pursuant to Section 4-407, an application for a building permit shall be made within one year of Flexible Development approval (June 21, 2006). 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. The Community Development Coordinator may grant an extension of time to initiate a building permit for a period not to exceed one year and only within the original period of validity. The Community Development Board may approve one additional extension of time after the community development coordinator's extension to initiate a building permit application. 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. ? R r • June 23, 2005 Larson - Page Three Additionally, an appeal of a Level Two approval (Flexible Development) may be initiated pursuant to Section 4-502.B by the applicant or by any person granted party status within 14 days of the date of this Development Order. 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 July 5, 2005 (14 days from the date of approval by the CDB). If you have any questions, please do not hesitate to call Mark Parry, Consulting Planner at 727.562.4558. Zoning information is available through the City's website at http://www.mycleanvater.com/ via the "Zoning/Parcel Maps (GIS)" link and "City Codes" link both under "Services". Very truly yours, Michael Delk, AICP Planning Director S: (Planning DepartmentlC D BIFLEX (FLD)IInactive or Finished Applications Wontclair2155 Beckett Lake Lodge ALF (MDR) ApprovedlMontclair 2155 Development Order.doc ~ ~~~'~3030 ~ + "INVESTIGATE BEFORE YOU EXCAVATE" Q s CALL SUNSHINE ®1-800-432-4770 FL STATUTE 553.851 (1979) REQUIRES A MIN, OF 2 DAYS AND MAX. Of 5 DAYS NOTICE BEFORE YOU EXCAVATE. INDEX VI I C N ITY MAP COVER SHEET C1 a, ~ Ham ~4I ~ ' yyyy ~.~J~~J.Y]60N 9 ° GENERAL NOTES C2 w 1 ~ 3~ WHIOH S ~ / Upf4Q1 ~ j'!~_~I J f YAq~I N t1IX/ BAY ~ l w~l®H ~ ~ ,~1J~ ~ 6UtP 11 SUNAMIHI j DEMOLITION PLAN C3 yyy--- TAYiOfl O~A~MMN KAYcZIf J P J - ~ ' . AM9 ALUMUA PUfIIW IXAE l ~ 0 OVERALL SITE PLAN C4 r lEW ~ 4A9gN 4 u L_ YJLUSIA I 3 3 EROSION CONTROL NPDES C5 I~VE CY1WS A 8 I w ~ _ 11 DRAINAGE BASIN & SITE PLAN ~ I OMN0~1` PASm I ~.~~3 06LEIXA I PiHEYAS ' GRADING, DRAINAGE, & UTILITY PLAN C6 ` - !h PROJEC VICINITY ~ aY~ GRADING, DRAINAGE, & UTILITY DETAILS C7, C8, C9 c ~ , H~oH~H~~, ~ _ 6A9A97fA oeeom I ~ 2 Z_~_ f MA~H '1 ENA~OIIE G~ LANDSCAPE PLAN C10 ~_~..n~~ LFE ` PHN SNN r' N.T.S. a~~ LANDSCAPE.. DETAILS C11 ~HH~ I oA~ a :~a,:: " NOTE o t ° ° CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LATEST EDITIONS OF FLORIDA DEPARTMENT OF TRANSPORTATION, e ROADWAY AND TRAFFIC DESIGN STANDARDS AND THE CITY OF _ o ~m ~ 140® 1 CLEARWATER CONSTRUCTION STANDARDS, A 9 ~-337 V ff` , . ~ ~ ~ `~U` s ~ ' e s o ~0~^~ jf,~ rti`,,, w~ ,w , ~ .z, LOCATION MAP ~u ~ i ' ~;g i~r, ` _ ~ CG=- ~1~4k~ tfU~: L'1 , i LEGAL DESCRIPTION a I "H - ~;;~Iari~~il"~ti r ~p r LAS . ,a.,iY:N~tas~i r THE NORTHEAST 1/4 OF THE SOUTHEAST 1/4 OF THE NORTHEAST 1/4 OF SECTION 1, TOWNSHIP 29 SOUTH, RANGE 15 EAST, ~~ItlllS'~~" k~3(~ii~, TOGETHER WITH THE EAST 17.41 FEET OF THE NORTHWEST 1/4 OF THE SOUTHEAST 1/4 OF THE NORTHEAST 1/4 OF SECTION 1, r.~ , TOWNSHIP 29 SOUTH, RANGE 15 EAST, PINELLAS COUNTY, FLORIDA. BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: ~d. ~°t"~, ~~i`i ~l . ~ ~ ~ COMMENCE AT fHE NORTHEAST CORNEP, OF THE NE. 1/4 OF THE SE. 1/4 OF THE NE. 1/4, THENCE RUN S.00°35'54"E., A ~alAff;;~~l . ~ , , _ _ i DISTANCE OF 673.75 FEET TO THE SE. CORNER OF THE NE. 1 /4 OF THE SE. 1 /4 OF THE NE. 1 /4; THENCE N,89°21'41 "W., A - i.at,k a ~i,r.O DISTANCE OF 688.73 FEET TO THE EAST LINE OF BECKETT LAKE ESTATES AS RECORDED IN PLAT BOOK 65, PAGE 95, PUBLIC ~~Ur{Gl an RECORDS OF PINELLAS COUNTY, FLORIDA; THENCE N,00°32'59"W., ALONG SAID EAST LINE OF BECKETT LAKE ESTATES, 670.97 ,ry ,1 _ FEET TO THE SOUTH RIGHT OF WAY LINE OF MONTCLAIR ROAD; THENCE S.89°35'32"E., ALONG SAID SOUTH RIGHT OF WAY LINE, CIVILENGif~E~.RING IANDSC A>' A A C IT~CTURE PLANNING ~ 19• ~~ai~rar~;i~ ~ '~.ANNING A DISTANCE OF 688.11 FEET TO THE POINT OF BEGINNING. ~`f, :f, ~ ~_''..~7~~~n.~a..~ 701CNTCRPRISC}~OADC,SL]ITL404 _ _ ~ ~f~ ~ ; ~ SAFCTY HAf~~OR: FLORIDA34695 . _ _ . ~ ~ tJ pi 'j'a'r; ~ ~ !p . i` ' ~ " ~ ~ - ,a PHONC 727.793.9888 _ ~ ~ r ` ~ FAX: .727.793;9855 a: ~ ~~r;. H ~t ~ s ~ B_~f °tt ` G11~AIL: KCTTH@KCITHZAYAC.COM - - - N.T.S. , _ r_ ~ 'i ^n i _:L105P1 L , t.I~~3 ~~~aU = _ ~ - . a~-= 1. E~IG~~ ;,,~P;E° N0.481~92 a, ~ , J ; t -i ,r .~~.rnny~laf~ ~l~kJ~~ z~;; ~ ' ~ _ = - R ~ ~I'~~ ..Pu/,r.,LArN APPROVED r CASE 7t' _~Lh7CbS-t9~030 Drawlnq title CASE TYPE ~ MAY 121005 ~ COVER DRC DATE 5•ot•of _ Agency App. /Permit No. Date Issued /Date Expires CDB DATE ~6• z~r•os ~~NNINGDEPARTMENT SHEET Date Expires SIGNATURE e.ewi w~ w~ rA11111AT1'PI CITY OF CLEARWATER DATE o6 Z3 0~ ~;01yVtl,.dtRKVVHICK FWMD KZA Pro} No.: 231-03 Owner Pro} No.: NA Scde: SEE SHEETS Sheet No. c 1 Of C 11 ' ~ GENERAL CONSTRUCTION NOTES CLEARING AND SITE PREPARATION NOTES WATER SYSTEM NOTES DRAINAGE SYSTEM CONSTRUCTION NOTES _ Paradise Develo ment p . 1. ALL ELEVATIONS BASED UPON PINELLAS COUNTY BENCHMARK No. 1265, ELEV. 61.379. 1, PRIOR TO ANY SITE CLEARING, ALL TREES SHOWN TO REMAIN ON THE CONSTRUCTION 1. A VERTICAL CLEARANCE OF 18 INCHES SHALL BE MAINTAINED BETWEEN SANITARti NEEN SANITARY SEWERS 1. STANDARD INDEXES REFER TO THE LATEST EDITION OF FDOT "ROADWAY AND TRAFFIC - PLANS SHALL BE PROTECTED IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY'S AND WATER MAINS. IF CLEARANCE CANNOT BE ACHIEVED BY ADJUSTING WATER LISTING WATER MAINS DESIGN STANDARDS". group Inc. CLASS 54 A MINIMUM ~ 2. LOCATIONS, ELEVATIONS, AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES, AND TREE ORDINANCE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN THESE TREES THE SANITARY SEWER SHALL BE CONSTRUCTED OF DUCTILE IRON CLASS 54 A P OTHER FEATURES ARE SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE AT THE IN GOOD CONDITION. NO TREES SHOWN TO REMAIN SHALL BE REMOVED WITHOUT WRITTEN OF 10 FEET ON BOTH SIDES OF THE CONFLICT POINT. AS AN ALTERNATIVE THE iERNATIVE THE 2. ALL STORM SEWER PIPE SHALL BE REINFORCED CONCRETE CLASS III (ASTM C-76) WITH TIME OF PREPARATION OF THESE PLANS. THE CONTRACTOR SHALL VERIFY THE LOCATIONS, APPROVAL FROM THE OWNER. ONLY "GRADING BY HAND" IS PERMITTED WITHIN THE CANOPY SANITARY SEWER MAY BE PLACED IN A SLEEVE OR ENCASED IN CONCRETE FOR ;ONCRETE FOR THE RUBBER GASKET JOINTS UNLESS OTHERWISE NOTED ON PIANS. ALL DRAINAGE STRUCTURES ELEVATIONS, AND DIMENSIONS OF ALL EXISTING UTILITIES, STRUCTURES AND OTHER LINE OF TREES THAT ARE TO REMAIN. REQUIRED 10 FEET ON EACH SIDE OF THE CONFLICT POINT. SHALL BE IN ACCORDANCE WITH FDOT ROADWAY AND TRAFFIC DESIGN STANDARDS UNLESS FEATURES AFFECTING THIS WORK PRIOR TO CONSTRUCTION. OTHERWISE NOTED ON PLANS, 2901 RIGSBY LANE 2. THE CONTRACTOR IS TO PREPARE THE SITE PRIOR TO BEGINNING ACTUAL CONSTRUCTION 2. A HORIZONTAL SEPARATION OF 10 FEET SHALL BE MAINTAINED BETWEEN WATER 3. THE CONTRACTOR SHALL CHECK PLANS FOR CONFLICTS AND DISCREPANCIES PRIOR TO IN ACCORDANCE WITH THE SOILS TESTING REPORT. COPIES OF THE SOILS REPORT ARE AND SANITARY SEWER. fWEEN WATER MAINS 3, PIPE LENGTHS SHOWN ARE APPROXIMATE AND TO THE CENTER OF DRAINAGE STRUCTURES SAFETY HARBOR, FLORIDA 34695 CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE OWNER'S ENGINEER OF ANY AVAILABLE THROUGH THE OWNER OR THE SOILS TESTING COMPANY. QUESTIONS WITH THE EXCEPTION OF MITERED END AND FLARED END SECTIONS WHICH ARE PHONE (72'n 726-1115 FAX(727) 726-2337 CONFLICT BEFORE PERFORMING ANY WORK IN THE AFFECTED AREA. REGARDING SITE PREPARATION REQUIREMENTS DESCRIBED IN THE SOILS REPORT ARE TO 3, ALL WATER MAINS SHALL HAVE A MINIMUM OF 30 INCHES AND A MAXIMUM OF 42 BELOW FINISHED GRADE. MAXIMUM OF INCLUDED IN LENGTHS. 8E DIRECTED TO THE SOILS TESTING COMPANY, 4. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN AREAS OF BURIED UTILITIES AND 4, ALL WATER SYSTEM WORK SHALL CONFORM WITH LOCAL REGULATORY STANDARD SHALL PROVIDE AT LEAST 48 HOURS NOTICE TO THE VARIOUS UTILITY COMPANIES IN 3, CONTRACTOR SHALL CLEAR AND GRUB ONLY THOSE PORTIONS OF THE SITE NECESSARY SPECIFICATIONS. RY STANDARDS AND 4, ALL DRAINAGE STRUCTURE GRATES AND COVERS WITHIN TRAFFIC AREAS SHALL BE TRAFFIC RATED FOR H-20 LOADINGS. ORDER TO PERMIT MARKING THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES IN FOR CONSTRUCTION. DISTURBED AREAS WILL BE SEEDED, MULCHED, OR PLANTED WITH ADVANCE OF CONSTRUCTION, BY CALLING FLORIDA SUNSHINE STATE ONE CALL CENTER OTHER APPROVED LANDSCAPE MATERIAL IMMEDIATELY FOLLOWING CONSTRUCTION. 5, CONFLICTS BETWEEN WATER AND STORM OR SANITARY SEWER TO BE RESOLVED 3E RESOLVED BY 5, CONTRACTOR TO SOD THE DETENTION POND AS INDICATED ON PLANS WITHIN ONE WEEK OF FLORIDA, INC. AT 1-800-432-4770. ADJUSTING THE WATER LINES AS NECESSARY. FOLLOWING CONSTRUCTION OF THE POND. 4. THE TOP 4" TO 6" OF GROUND REMOVED DURING CLEARING AND GRUBBING SHALL BE 5. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE TO EXISTING FACILITIES, STOCKPILED AT A SITE DESIGNATED BY THE OWNER TO BE USED FOR LANDSCAPING 6. CONTRACTOR TO INSTALL TEMPORARY BLOW-OFFS AT THE END OF WATER SERVI( ABOVE OR BELOW GROUND, THAT MAY OCCUR AS A RESULT OF THE WORK PERFORMED PURPOSES, UNLESS OTHERWISE DIRECTED BY THE OWNER. LATERALS TO ASSURE ADEQUATE FLUSHING AND DISINFECTION, WATER SERVICE 6, ALL STORM DRAINAGE STRUCTURES DEEPER THAN TEN (10) FEET TO HAVE LADDER BARS, BY THE CONTRACTOR. 7. CONTRACTOR IS RESPONSIBLE FOR OBTAINING THE NECESSARY DEWATERING PERMITS FROM 5. ALL CONSTRUCTION DEBRIS AND OTHER WASTE MATERIAL SHALL BE DISPOSED OF OFF- 7. RESTRAINING JOINTS SHALL BE PROVIDED AT ALL FITTINGS AND HYDRANTS AS SF 'DRANTS AS SHOWN ON THE LOCAL WATER MANAGEMENT DISTRICT OR OTHER REGULATORY AGENCY. 6. ALL UNDERGROUND UTILITIES MUST BE IN PLACE AND TESTED OR INSPECTED PRIOR TO SITE IN ACCORDANCE WITH APPLICABLE REGULATIONS. DETAILS, 8. PROTECTION OF EXISTING STORM SEWERS SYSTEMS; ROADWAY BASE AND SURFACE CONSTRUCTION. 6. CONTRACTOR TO OBTAIN ALL NECESSARY PERMITS AND APPROVALS PRIOR TO REMOVING 8. MATERIALS AND CONSTRUCTION METHODS FOR WATER DISTRIBUTION SYSTEM SHAL SYSTEM SHALL BE DURING CONSTRUCTION, ALL STORM SEWER INLETS IN THE VICINITY OF THE PROJECT 7. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BECOME FAMILIAR WITH THE PERMIT AND ANY EXISTING STRUCTURES. IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY CODES, PLANS AND ANS, AND SHALL BE PROTECTED BY SEDIMENT TRAPS SUCH AS SECURED HAY BALES, SOD, STONE, INSPECTION REQUIREMENTS OF THE VARIOUS GOVERNMENTAL AGENCIES. THE SPECIFICATIONS FOR CONSTRUCTION, LATEST REVISION THEREOF AND SUPPLEMEP VD SUPPLEMENTAL ETC., WHICH SHALL 8E MAINTAINED AND MODIFIED AS REQUIRED BY CONSTRUCTION CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION, AND 7. IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL UTILITY COMPANIES TO SPECIFICATIONS THERETO. APPROVAL AND CONSTRUCTION OF ALL POTABLE WAT POTABLE WATER PROGRESS. SCHEDULE INSPECTIONS ACCORDING TO AGENCY INSTRUCTION. DISCONNECT OR REMOVE THEIR FACILITIES PRIOR TO REMOVING OR DEMOLISHING ANY SERVICE MAIN EXTENSIONS AND CONNECTIONS MUST BE COORDINATED THROUGH EXISTING STRUCTURES FROM THE SITE, LOCAL REGULATORY AGENCY DEPARTMENT OF PUBLIC UTILITIES. TED THROUGH THE 9. MATERIALS AND CONSTRUCTION METHODS FOR STREETS AND STORM DRAINAGE , 8. ALL SPECIFICATIONS AND DOCUMENTS REFERRED TO SHALL BE OF LATEST REVISIONS CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY AND AND/OR LATEST EDITION. B. THE LOCATION OF ALL EXISTING UTILITIES SHOWN ON THE PLANS HAVE BEEN DETERMINED 9. ALL UNDERGROUND PVC SHALL BE DR14 (C-900). THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD FROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE 10. ALL WATER MAINS ARE TO BE INSTALLED IN ACCORDANCE WITH FAC 62-555. AND BRIDGE CONSTRUCTION, 1996, OR LATEST REVISION THEREOF AND SUPPLEMENTAL 'AC 62-555, SPECIFICATIONS THERETO, 9. ALL WORK PERFORMED SHALL COMPLY WITH THE REGULATIONS AND ORDINANCES OF THE CONTRACTOR/SUBCONTRACTOR, THE ENGINEER ASSUMES NO RESPONSIBILITY FOR - - - - _ VARIOUS GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER THE WORK. ACCURACY PRIOR TO THE START OF ANY CON~TRIICTION ACTIVITY, IT' Si IAI_L Esl TI!f 11, WHERE UNDERGROUND WATER MAINS AND HYDRANTS ARE REQUIRED THEY SHA CONTRACTOR'S/SUBCONTR~`~::~~~r~''', f;LSPOUS(TIiI~TY TO NOTIFY TF!f~ ~!^.r;~Ol~;i l.l~ll~'ill'~ INSTALLED COMPLETED ED, THEY SHALL BE 10. CLA`~,S "B" TYPE I BEDDtPJG SHALL BE USED UNLESS INDICATED OTHERWISE ON THE CO HALL SUBMIT FOR APPROVAL TO THE OWNER'S ENGINEER SHOP D ' '7` ~It A" T'' F f i.l ; ~ ,AND IN SERVICE PRIOR TO CONSTRUCTION PER NFPA ; 10. AN TO MAKE THE NE(,L. ~i Y KRAN(~~Iv1EN ~ OR .A'i~7 I~;i~.La : U' 'I~i`~ OF THESL. N PER NFPA 241. DRAWINGS, OR BY THE ENGINEER. DRAWINGS ON ALL PRECAST AND MANUFACTURED ITEMS. FAILURE TO OBTAIN EXERCISE CAUTION UTILITIES. THE CONTRACTOR/SUBCONTT~rtOTOR ~HAi! - APPROVAL BEFORE INSTALLATION MAY RESULT IN REMOVAL AND REPLACEMENT AT WHEN CROSSING ANY UNDERGROUND UTILITY, WHETHER SFIOWN ON 11. ALL ROUND REINFORCED CONCRETE PIPE JOINTS UNDER PAVEMENT, DRIVEWAYS, CONTRACTOR'S EXPENSE. THE PLANS OR LOCATED BY THE UTILITY COMPANY. ALL UIILTTIES WHICH INTERFACE WITH THE PROPOSED CONSTRUCTION SHALL BE RELOCATED BY THE AND SIDEWALKS WITHIN PUBLIC RIGHT-OF-WAY, AND ANY OUTFACE SYSTEM SHALL 11. AT LEAST 3 WORKING DAYS PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL NOTIFY AND THE CONTRACTOR SUBCONTRACTOR AND SHALL COOPERATE WITH THE WATER SYSTEM TESTING AND INSPECTION REQUIREMENT NO ZEMENT NOTES BE WRAPPED WITH MIRAFI 14 ON FILTER FABRIC OR EQUAL FABRIC TO BE A MIN, OF 30" IN WIDTH AND CENTERED ON PIPE, THE ENGINEER AND APPROPRIATE AGENCIES AND SUPPLY THEM WITH ALL APPROVED UTILITY COMPANIES DURING RELOCATION OPERATIONS. ANY DELAY OR INCONVENIENCE SHOP DRAWINGS, THE CONTRACTOR'S NAME, STARTING DATE, PROJECTED SCHEDULE, CAUSED TO THE CONTRACTOR/SUBCONTRACTOR BY THE VARIOUS UTILITIES SHALL BE 1. ALL COMPONENTS OF THE WATER SYSTEM, INCLUDING FITTINGS, THRUST BLOCKIN RUST BLOCKING, UNTIL PROPERLY TESTING AND INSPECTION REQUIREMENTS AND OTHER INFORMATION AS REQUIRED, ANY WORK PERFORMED PRIOR TO NOTIFYING INCIDENTAL TO THE CONTRACT AND NO EXTRA COMPENSATION WILL BE ALLOWED. HYDRANTS, CONNECTIONS, AND VALVES SHALL REMAIN UNCOVERED UNTIL PROPE THE ENGINEER OR WITHOUT AGENCY INSPECTOR PRESENT MAY BE SUBJECT TO REMOVAL PRESSURE TESTED AND ACCEPTED BY THE OWNER'S ENGINEER. PRESSURE TES PRESSURE TESTS TO AND REPLACEMENT AT THE CONTRACTOR'S EXPENSE. BE IN ACCORDANCE WITH WATER DEPARTMENT SPECIFICATIONS. CONTRACTOR T( ONTRACTOR TO 1. THE STORM DRAINAGE PIPING SYSTEM SHALL BE SUBJECT TO A VISUAL INSPECTION NOTIFY OWNER'S ENGINEER AND COUNTY INSPECTORS 48 HOURS IN ADVANCE 0 IN ADVANCE OF BY THE OWNER'S ENGINEER PRIOR TO THE PLACEMENT OF BACKFILL, CONTRACTOR 12. WORK PERFORMED UNDER THIS CONTRACT SHALL INTERFACE SMOOTHLY WITH OTHER PERFORMING TESTS. TO NOTIFY THE ENGINEER 48 HOURS IN ADVANCE TO SCHEDULE INSPECTION. WORK BEING PERFORMED ON SITE BY OTHER CONTRACTORS AND UTILITY COMPANIES. IT ~MPLING AND OBTAIN 2. THE CONTRACTOR SHALL MAINTAIN THE STORM DRAINAGE SYSTEMS UNTIL FINAL WILL BE NECESSARY FOR THE CONTRACTOR TO COORDINATE AND SCHEDULE HIS 2. CONTRACTOR TO PERFORM CHLORINATION AND BACTERIOLOGICAL SAMPLING AND i ACTIVITIES, WHERE NECESSARY WITH OTHER CONTRACTOR AND UTILITY COMPANIES. PAVING AND GRADING NOTES CLEARANCE OF DOMESTIC WATER SYSTEM. COPIES OF ALL BACTERIOLOGICAL TES IOLOGICAL TESTS TO ACCEPTANCE OF THE PROJECT. THE STORM SYSTEM WILL BE INSPECTED BY THE OWNER'S BE SUBMITTED TO OWNER'S ENGINEER. ENGINEER PRIOR TO APPROVAL FOR CERTIFICATE OF OCCUPANCY PURPOSES. i3. ALL DISTURBED AREAS WITHIN PUBLIC RIGHT-OF-WAY ARE TO BE RESTORED TO ORIGINAL 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXCAVATIONS AGAINST CONDITION OR BETTER. COLLAPSE AND WILL PROVIDE BRACING SHEETING OR SHORING AS NECESSARY. TRENCHES SHALL BE KEPT DRY WHILE PIPE AND APPURTENANCES ARE BEING PLACED. -14. REPAIR AND REPLACEMENT OF ALL PRIVATE AND PUBLIC PROPERTY AFFECTED BY TH15 DEWATERING SHALL BE USED AS REpUIRED. WORK SHALL BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN EXISTING SAFETY NOTES CONDITIONS BEFORE COMMENCING CONSTRUCTION WORK UNLESS SPECIFICALLY 2. CONTRACTOR IS RESPONSIBLE FOR OBTAINING THE NECESSARY DEWATERING PERMITS FROM EXEMPTED BY THE PLANS. ADDITIONAL COSTS ARE INCIDENTAL TO OTHER CONSTRUCTION SANITARY SEWER NOTES THE LOCAL WATER MANAGEMENT DISTRICT OR OTHER REGULATORY AGENCY, 1. DURING THE CONSTRUCTION AND/OR MAINTENANCE OF THIS PROJECT, ALL SAFETY REGULATIONS ARE TO BE ENFORCED. THE CONTRACTOR OR HIS REPRESENTATIVE SHALL AND NO EXTRA COMPENSATION IS TO BE ALLOWED. 1. A HORIZONTAL SEPARATION OF 10 FEET SHALL BE MAINTAINED BETWEEN WATER MIEEN WATER MAINS AND BE RESPONSIBLE FOR THE CONTROL AND SAFETY OF THE TRAVELING PUBLIC AND THE 3. PROPOSED SPOT ELEVATIONS REPRESENT FINISHED PAVEMENT OR GROUND SURFACE SANITARY SEWER. 15. ALL DISTURBED AREAS WHICH ARE NOT TO BE SODDED ARE TO BE SEEDED AND MULCHED GRADE UNLESS OTHERWISE NOTED ON DRAWINGS. SAFEiY OF HIS PERSONNEL. LABOR SAFETY REGULATIONS SHALL CONFORM TO THE TO FDOT STANDARDS AND MAINTAINED UNTIL A SATISFACTORY STAND OF GRASS 4. IT MAY BE NECESSARY TO FIELD ADJUST PAVEMENT ELEVATIONS TO PRESERVE THE ROOT 2. ALL SANITARY SEWER WORK SHALL CO F PROVISIONS SET FORTH BY OSHA IN THE FEDERAL REGISTER OF THE DEPARTMENT OF ACCEPTABLE TO THE REGULATORY AGENCY AND ENGINEER OF RECORD HAVE BEEN NORM WITH LOCAL REGULATORY STANDARI TORY STANDARDS AND TRANSPORTATION. OBTAINED. ANY WASHOUTS, REGRADING, RESEEDING, AND GRASSING WORK, AND OTHER SYSTEMS OF TREES SHOWN TO BE SAVED. CONTRACTOR TO COORDINATE WITH OWNER'S SPECIFICATIONS. EROSION WORK REQUIRED, WILL BE PERFORMED BY THE CONTRACTOR SUBCONTRACTOR ENGINEER PRIOR TO ANY ELEVATION CHANGES. 2. THE MINIMUM STANDARDS AS SET FORTH IN THE CURRENT EDITION OF THE STATE OF / UNTIL THE SYSTEM IS ACCEPTED FOR MAINTENANCE BY THE REGULATORY AGENCY AND a. 3. SANITARY SEWER MAINS AND LATERALS SHALL HAVE A MINIMUM COVER OF THREI )VER OF THREE (3) FEET FLORIDA, MANUAL ON TRAFFIC CONTROL AND SAFE PRACTICES FOR STREET AND HIGHWAY ENGINEER OF RECORD. 5. CONTRACTOR TO PROVIDE A 1/2 BITUMINOUS EXPANSION JOINT MATERIAL WITH SEALER AND SHALL BE INSTALLED ACCOMPANIED BY A METAL TAPE SIMILAR TO 'TERRAT~ - AT ABUTMENT OF CONCRETE AND ANY STRUCTURE. COLORED GREEN AND LAID ONE FOOT ABOVE THE PIPE. R TO "TERRATAPE" CONSTRUCTION, MAINTENANCE AND UTILITY OPERATIONS SHALL BE FOLLOWED IN THE DESIGN APPLICATION, INSTALLATION, MAINTENANCE, AND REMOVAL OF ALL TRAFFIC 16. CHAPTER 77-153 OF THE FLORIDA STATUTES REQUIRES THAT AN EXCAVATOR NOTIFY ALL CONTROL DEVICES, WARNING DEVICES, -AND BARRIERS NECESSARY TO PROTECT THE PUBLIC AND WORKMEN FROM HAZARDS WITHIN THE PROJECT LIMITS. ;cF GAS UTILITIES A MINIMUM OF TWO WORKING DAYS PRIOR TO EXCAVATING. MAPS SHOW 6, ALL PAVEMENT MARKINGS ShiAl_L CONFORM TO FDOT STANDARD INDEX N0. 17346, ONLY THE APPROXIMATE LOCATION OF GAS MAINS AND DO NOT SHOW SERVICE LINES. THE SHEETS 1-7. ONLY SAFE AND PROPER WAY TO LOCATE EITHER MAINS OR SERVICE LINES IS BY AN ON- 3. ALL TRAFFIC CONTROL MARKINGS AND DEVICES SHALL CONFORM TO THE PROVISIONS SET 7, CONTRACTOR SHALL TRIM, TACK, AND MATCH EXISTING PAVEMENT AT LOCATIONS WHERE SITE INSPECTION BY THE RESPECTIVE GAS PERSONNEL. THEREFORE, EXCAVATORS ARE NEW PAVEMENT MEETS EXIST FORTH IN THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES PREPARED BY THE U.S. ~~Y 1 ~ ~~0~ INSTRUCTED TO TELEPHONE THE RESPECTIVE GAS COMPANY TWO WORKING DAYS ING PAVEMENT. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION. BEFORE ENTERING A coNSTRUCTION AREA, SANITARY SEWER TESTING AND INSPECTION REQUIREMENT 8, CONTRACTOR IS TO PROVIDE EROSION CONTROL/SEDIMENTATION BARRIER (HAY BALES U I R EM E NT NOTES ~f.~1NING DEPARTMENT 4. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO COMPLY AND ENFORCE 17. RECORD DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECORDING OR SILTATION CURTAIN) TO PREVENT SILTATION OF ADJACENT PROPERTY, STREETS, 1. ALL GRAVITY SEWER PIPING SHALL BE SUBJECT TO A VISUAL INSPECTION BY THE ECTION BY THE OWNER'S ALL APPLICABLE SAFETY REGULATIONS. THE ABOVE INFORMATION HAS BEEN PROVIDED ~~~®~~~~W~R INFORMATION ON A SET OF THE APPROVED PLANS CONCURRENTLY WITH CONSTRUCTION AND STORM SEWERS. IN ADDITION, CONTRACTOR SHALL PLACE STRAW, MULCH, OR OTHER ENGINEER. CONTRACTOR TO NOTIFY THE ENGINEER 48 HOURS IN ADVANCE TO ADVANCE TO SCHEDULE FOR THE CONTRACTOR'S INFORMATION ONLY AND DOES NOT IMPLY THAT THE OWNER OR PROGRESS, WITHIN TWO 2 WEEKS FOLLOWING FINAL INSPECTION THE CONTRACTOR SUITABLE MATERIAL ON GROUND IN ARFJaS WHERE CONSTRUCTION RELATED TRAFFIC IS INSPECTION, TO EN ENGINEER WILL INSPECT AND/OR ENFORCE SAFETY REGULATIONS, SHALL SUBMIT ONE 1 SET OF RECORD DRAWINGS TO THE ENGINEER. THE TER AND EXIT THE SITE. IF, IN THE OPINION OF THE ENGINEER AND/OR LOCAL AUTHORITIES EXCESSIVE FINAL RECORD DRAWINGS SHALL COMPLY WITH THE FOLLOWING REQUIREMENTS: QUANTITIES OF EARTH ARE TRANSPORTED OFF-SITE EITHER BY NATURAL DRAINAGE OR BY VEHICULAR TRAFFIC, THE CONTRACTOR IS TO REMOVE SAID EARTH TO THE SATISFACTION OF THE ENGINEER AND/OR AUTHORITIES. _ _ ; ~ ~ K~ ITfi1 ZAYAC AS~OCIATF 5~ I NC 1. DRAWINGS TO BE LEGIBLY MARKED TO RECORD ACTUAL CONSTRUCTION. CIVII ENC~INE~R~1G,~,°jlA'JpbC/~i'EARCt11TECTUKL ~ PLQhNINC~~~ I - - 2. DRAWINGS SHALL SHOW ACTUAL LOCATION OF ALL WATER AND WASTEWATER 9, IF WIND EROSION BECOMES SIGNIFICANT DURING CONSTRUCTION, THE CONTRACTOR PIPING AND RELATED APPURTENANCES, BOTH ABOVE AND BELOW GROUND. ALL SHALL STABILIZE THE AFFECTED AREA U51NG SPRINKLING, IRRIGATION, OR OTHER \l 701 Et~'ItRPRISE 80,1() ~ SURE 9(~t J S1~ETYHnRISOR R(~7m13du95 CHANGES TO PIPING LOCATION INCLUDING HORIZONTAL & VERTICAL LOCATIONS OF ACCEPTABLE METHODS. FIRE SYSTEM ~~{~hF z ~el9aas UTILITIES & APPURTENANCES SHALL BE CLEARLY SHOWN AND REFERENCED TO 10. THERE IS TO BE NO DISCHARGE I.F. P P l G1X: 7277919855 1. AFIRE SPRINKLER SYSTEM IS REQUIRED AND MUST BE INSTALLED PER NFPA-13 2002 EMn~ ~,ErrHC~kFrMZnvn<<~u~ PERMANENT SURFACE IMPROVEMENTS. DRAWINGS SHALL ALSO SHOW ACTUAL ( UM ING, SHEET FLOW, SWALE, DITCH, ETC.) EDITION, BY A LICENSED FIRE SPRINKLER CONTRACTORWITH SEPARATE PERMIT AND PLANS. ~ ` """"`°m"'"`°' INSTALLED PIPE MATERIAL, CLASS, ETC. INTO EXISTING DITCHES OR CANALS WITHOUT THE USE OF SETTLING PONDS, IF THE 3. DRAWINGS SHALL CLEARLY SHOW ALL FIELD CHANGES OF DIMENSION AND DETAIL CONTRACTOR DESIRES TO DISCHARGE INTO THE EXISTING DITCHES OR CANALS A INCLUDING CHANGES MADE BY FIELD ORDER OR BY CHANGE ORDER. SETTLING POND PLAN PREPARED BY THE CONTRACTOR MUST BE SUBMITTED TO AND 2. THE REQUIRED FIRE SPRINKLER SYSTEM MUST BE MONITORED BY UL LISTED CENTRAL 4. DRAWINGS SHALL CLEARLY SHOW ALL DETAILS NOT ON ORIGINAL CONTRACT APPROVED BY THE ENGINEER OF RECORD AND LOCAL REGULATORY AGENCY PRIOR TO STATION MONITORING COMPANY. `1 DRAWINGS BUT CONSTRUCTED IN THE FIELD. ALL EQUIPMENT AND PIPING CONSTRUCTION. RELOCATION SHALL BE CLEARLY SHOWN. 3. AFIRE ALARM SYSTEM WILL BE REQUIRED AND MUST BE INSTALLED AS PER NFPA-72 1 2002 EDITION, BY A LICENSED FIRE ALARM CONTRACTOR WITH SEPARATE PERMIT AND PANS, 1 5. LOCATIONS OF ALL MANHOLES, HYDRANTS, VALVES, & VALVE BOXES SHALL BE SHOWN. ALL, VALVES SHALL BE REFERENCED FROM AT LEAST TWO (2) AND PREFERABLY THREE (3) PERMANENT POINTS. E 0 n u 1 05,12,05 KZ REVISED PER CITY OF CLEARWATER PAVING & GRADING TESTING AND INSPECTION REQUIREMENTS N0. DATE BY DESCRIPTION CONST. 3 v 1. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING APPLICABLE TESTING WITH THE R I ~ ~ ~ REVISIONS ' SOILS ENGINEER. T CERTIFICATION AND SEAL O ~ 2. SOILS ENGINEER TO SUPPLY THE ENGINEER WITH A PHOTOCOPY OF ALL COMPACTION TESTS AND ASPHALT RESULTS. THE SOILS ENGINEER IS TO CERTIFY TO THE ENGINEER OF RECORD IN WRITING THAT ALL TESTING REQUIREMENTS REQUIRED BY THE LOCAL A~~ WATER MAINS ARE TO BE CONSTRUCTED IN I HEREBY CERTIFY THAT THIS PLAN AND SPECIFI- REGULATORY AGENCY AND THE FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT) FOR A000RDANCE WITH F.A.C. 62-555.314. CATION WAS PREPARED BY ME OR UNDER MY DIRECT 3 THE IMPROVEMENTS AS REQUIRED BY THE CONSTRUCTION DRAWINGS HAVE BEEN SATISFIED. o SUPERVISION AND THAT I ' 3. CONTRACTOR TO REVIEW SOIL REPORTS AND BORINGS PRIOR TO BIDDING THE PROJECT AM A DULY REGISTERED ARCHITECT OR ENGINEER AND COMMENCING CONSTRUCTION. i UNDER THE LAWS OF THE STATE OF FLORIDA n I A5 SIGNIFIED BY MY HAND b u I AND SEAL. ~I PLANS SHALL SUPERCEDE SPEC BOOKS n I PROJECT NAME i c 0 IF A DISCREPANCY OCCURS CHECK PLANS BECKETTLAKEA.L.F. ¦ a U 2155 MONTCLAIR ROAD Rl C O AND CONTACT ENGINEER IN WRITING CLEARWATER,FLORIDA C Y ~aJy~.,^~,~~~„ ~~~~.~~F, . ~ DRAWING TITLE N Y O J GENERAL NOTES d Y yU I] DATE 03.31.05 KZA PROJ NO. DRAWING NO. 231=03 07 E 0 p " cg~g M DRAWN SCR SCALE: AS SHOWN e rn r; RELEASED TO C2 c 3 0 CONSTRUCTION BY. OF DWGS. I Paradise Develo merit p %I ;'1 i' r f~ , i /,'.~I f, l T I 'i r'%~ ~ ~ ~1 ' r''~ ,I'~~' ~ l T! f-`; jl ~t / ~'1 - t - , ~ , _ - ~rou Inc. ( ._i ( ( t1 ! J v_,/ ~ „ Y i ( l i i ~,~r' v~ t_./ 1 r' i ~ / ~ ' 6 r i ry , i , , : , i , r 2901 RIGSBY LANE I ~ ~ l ''J L._... i I,....,/ I,._~ 1...,./ iv / r q ~ I, 1 .....:i'J, !*'fr:-u4..'A. R+>~IJ.IrtJl%='58:1 } SAFETY HARBOR, FLORIDA 34b95 ~~.lr~l4r-J~~ 1:~ GRAPHIC SCALE PHONE (727) 726-1115 FAX(727) 726-2337 5,19` Tr7 CE,~i?E'fr ~Jt~J. L'ORhr~,E' 0~ ittE. i,/~f' ~8" „;.q„ :r J ; . ~Q; 40 p 20 40 80 l fry"c 4i~ / C?r r1'{c S,w. ! ~r ,t ,4G, t, tCB~' , ~y , h .................................._..J. j j SAW CUT AND REMOVE r, / i- (IN FEET ) . , ,,ar_ I I n~ rJ EX, SIDEWALK a, a , ~ J ' t' . t c 1 inch = 40 ft. .---.._..........J:....... _ >s ,,r SAW CUT AND MATCH tr , ~ ....___....r.t7, ......_...--~-r--~ ~t , r~~~~;~~,~' "r'`~ S 89 35'32" °w ,S, ~i; . ~la~~'u !;I~,li. ,%r,~,, EXISTING PAVEMENT 1;r,'s, 'u 'a5 1~., , d / , ~ J ri' r n ~ .I , ; u 'f r 688.11 .`'A, '~fit.,t _ _ \ ~ ~ r I / 7..._.._... _ ~ p ~ ( xx J,ww wwx.xxur,wu,u " ' `C' _ r. I~ K'•T:::::.'.':.....~::::::::-.~:::~.:::...~.~. ~ / f I f. 7'"^ . "w~`•"4 ,w .Li74., wux,wxxu...>nxxx.wwa»}AIMUI,: I .,«ru., ...,1 w«Y«,Yw,YYIiIY "f'1N"ri,nuiiiiiu~i~ ~ eii. mia,wm~~'. xx r,,,xe . 1:. _ .................._____~cYLm„ _ ' s a I 4 ryJy w'.°""^d!!""'"^"^.* y H1d r x~.»x ..xr.!.^.~".°nuu+w.'.~..,...w...x«......,x,xx«.»xx.ww.w.w.xw,..,.x..wxu.xww.w.,x...»ww..,,«www».w.xwx.xx..«.x..x...w«,«.,.xw..w.x.xxx«:»Lil~rx.k'::'J.':.' iii' ~ . f.,~ FFrn , ~ ` lift' ~ I I„ ...i, t.. / 1~ ~/Il;l f. iiV.~ r... ~r.~ k i,... +,.1 % I r, , ru.05 ti..: '.,~,,~1 i ; v iif ...r5 , , ,A 8fJ8 S~1Kc d t,• ry,, r,~ ~ REMOVE EX: CURB ' p I f +i = r~ i~ 1.1 @~ F) ~';J ~ ~ i ~ ° 1 ~a ' i) 'Y" ' ' ~ • P M ,:y>. cy , , ~ _r L - , (j1D AVE ENT I,~• n I• ~ ~J.. { . +F~ f`C~~ Yh'fill ,~b(1,/ ~ iU ' , ~ <i'4 4 '',''i t! •ur -'i^''-'. t' Cr <r^,, M' Jc i I 's..~;~~>'fi!Fll ~ ~iJ :i1~1~ ~"fi'y`L~1(i~) J 'r^ t~. ~ . - ,J. t0 •ca ~'•rQ'„~ t5 ci'.w ~nc7li (,.'~'.~,-{.iLt`r9F,,x1` ~jr• 0 F, ~g k~.: i 't..9 i 1n r '.rr~ " `l''71' ~ ' rrRl' yV' . , : i. ~ r . ygr. --ter', " ; , ,,,.m„~.~„A.:,,.,,~ i / NN 1' r~~ L x'}yH? a,,a I r/ Y6rl.: f.i(.~¦ d^ t ~ V A J (xl' V ~ ~ r" fJ jjr l , ~ ~ 'gig, i 1 r i Vpf ~ ` ' y, ...n r, r. „ I ~ ® ry ' `I. Vii' J I I Yd, tn.il Or' ~ z i y: ~J h , I' INSTALL CULVERT I I ~ 1 .Jy rr ...1••". Vii', li` 01 i f,., rF;....... I y : ~ ' ATCH AND MATCH t," " ' j Y N. 0 I Y^ l,~ " c~' EMOVE EX I I,>;' I~.t . ti.' .'v ` ~ K~ ^ C~' c.i ~<';7 r7? ht,~: ~ r7 . ~ ; ,a ,x~ a• EXISTING PAVEMENT ,y„' ~ ! ' ~ LIGHTPOLE Y,S~ ~ ~ ~ w.~ i a;~~ iP ~t -r.~Y".. ,~3 i~`,I;:~~'' y:;;Sa j w. r 'y~~ 4,• n,. ~TYP~., s r, I o.,r w, ' J ~ .„t'~, , r.. ,~''"•?`~~`r .k r' 47i }„t,r ~t~l,,".. i?Ii ;Fl1(;r,; trS~; h• ~jIV ;.t° ,y. a... xk I u ~ cs' ; ~ .REMOVE EXISTING CUR81 { r,,h;`Errt:%r?' P? 'I ~r.'(,'-^ 4~? 41 , o I ,i t_...........; I , r:, . A' to ~ n , , „ t 1 1 ~r'~J4J I'Ar 1 C" i'P~L~ f I , : : • ' ` ~ ' ~ ~ I ' EMOVE TREE ~ ' ~ r, ~ . ~e,. ,iY ! ; I;,, ~ r.! ; 2f' ~ %Y.` WELL TO BE ABANDONED . r . f i ~ ` '•I ~ ` ~ IN ACCORDANCE WITH STATE Ms ;)r" I~ ~ `d? r, OF FLORIDA ~QUIREMENTS ,TE ~ _ • ~i COtJ;,lu.fi: ,C)(IN,:~r1%.',v , 1 .tr~r ~ >a, ,~~D,'~rti;l/,n a......... I'. cv i ri'. ' r\ i FAC 40D3 i ~ ~r, . C~ ; ~ ; , c, sir ~x,'7 ~ - i I (Ci ,..r ...=f 1, y9 ~ s, i q,/<,• / rl, f; Al 81_Di' ~ I ~ ~ . c~h ~ i J y~~ e`~,v5...~, r 4 y " u^ i ` r a t '~1 iS' i ! r'i 7'' 0 d.:: \ r.: env • ' I it"~ \ J1~ d :J ,,a... ' s i i 1~ 'y REMOVE •y REMOVE EXI~,~'I~k~ ~~;:G 1 + I n 1 ')tF'~`?5 ~ a~ 'a BUILDIN( BUILDING ; ' I , i I r ,Y, ~ , ~ , i J r i I , ~ ,r ' " , +<jrr1^,''`. t,.rrJ:, 'c: ~I; tom, r , ~ , q.~~7 ~,p A.C ~{LC?a , r~l ~ R' ~ I `Ct' , • _ sip <.J 1' r~, { > _ _ ~ =tt 1_. `t> ,°P,~,',..,, l'47iJfl 'Fr1 .,,o„: , , r tJ ~(;•"9jj C ,`y._"'.-._ re4.....7 ~...._,r_........___...___. iJ, A•'''~ai';.; Ia+ x P\? +~-'^'r'X"j C'^`t:~°'-"'CSC t. / ,v ;:.5 ."~!i`` x. I '4:r i jr.3 'tv ~~:'7`'•~,:?i• , C~! r r„ 1\ I"•r ~('j. t. ,L~ ~;tia „L' `taa ~\4 t;> ~ r` v ,'t), 'r" n~ ,~,,,~nt:lc' it ~ 's cS r, I i i A ~ , I S ~ ^ , v? .Sr ~T74°~.)r., c)"-+~eS' %'~~~`i~- Gar/ "i~•"~~ -Cr":J'!'` ~'~b`.~`~, "u' ~I W `V S:°''. ( ><f x'y , ~ ',~J n" x n/'' r ~__^~t- ''f ~,.7,F, ~ S,J M > ..A ~ ~ I S` ~ ' 1 Cv`'. ~r qy~ Er .'r , ,r I}y,, r , ~ / ~ d' ~ 1 O ~ 1 C~ t}7 YS' _ 'CVY ~SY is f r.'- N V r i n 't,,~ I xt.i~ J5, _al ~ 1~ 'q i^~• i V''i , ~ / nr.:Jn~ t1`, ric~ O I ..S\ t.Sj' lS 4n._1 I ~ ~rcf 4' ~V7~ f ~ .f` i/j`. `Cp ~ 1r+~.: 1Y(~..~ ~ I^ O i 'S7 .a ri,~ J 'tiJ f 1 ,f/ inn`~ ' S',%q=~ ':i` t f+rJ ~ ~J iJ~ I a j, I~ 'tul, ~ , ,i°9z+`. . +?~.v. !,r / y~, . Ar; ~ ! f`'~1 f ' .9~ 3'~J•, 1,: n ;tl' ~ ~y ' / 'C? C') 1~ ( i4> ~ f,..~fcPSv .'fi't`' f ,.s^ '.1 ! ; ; %t n J' ~~7 « V' I ~~li,~~:? ,ZJ u O . ~ r~. ~ _ ;c ? u',,, r ' ur f'~.,,-''` CJ: ~~r , (1 r,.'`; ~j., ~ i r, ' trS s G., i ~ +~~7 'rb'i?(,1ti i.; q as ,,A ~.I~;, j p; 1~ 4"'\,~' ci ~ 3/ r` ~ _ t. r,~' d• 1 ~ '`:sF, `acs'` ; ,a ~ HI ~~~~r„,7 ~ ni'~ X'" t'y ~ 1 (~JI J ~v ~y • f, 1 r7~iL~.~ ~ n:r 1 y~\. ~ /i \ ~i_( h y, CI_r ~ \ ...a,. ;5`. r ~ `~a r,',.r sty, \cS; I ~ ~ •;y~i r ~ 1~:1f `~.3~=rte' ~ ~ C, ' ~ rr ,i i .sr~Di\. 'Jc,\''?''~, x%,57 Uf. nl (0 e'' r~ ~ ! r(,7, ~ ~~A,,{'(~ 'C)''-.tip i i U i~' s,\."~_ t'`~I ajL rC.,i~e'i; ~i i+ ~~.;;p ! r, 9'r~, i `S/., n, j~~' I(tn ~~i~ pia ,..5; MAY 121005 Oi 1, ~r ~~1 C47 t[C r% J ~ •f', ;G~ ~k°,~.~vl"~ i~.( / it t' '',,,_;,5,, J~ A? ..v Qi ,.3V, Ch S,`,:., `~'Sc , rr,.i 7 t<~~ 1 =v / / tv ~a r r ,..,~,~a i,;,\,~ n,,,.t M r x* A T ~i',? GAG „51 . ,p n. ! r. iy-,~ v t5` , / r.. ~ LO iii i~ ~ ~'r~ ~y I ~t . G y r . v , ~ Ti.,t. "r ~1"° PLANNING DEPARTMENT ,~>r ' ;,0 ' n ~.;yJ....,ta,s~~~, / 'I?. \ f ) \~,,rr,>i~4 r y~ •rj', Y'W• i ~ O r m1', i ; ~ .1'~\. qr",,.,, .p _ .a^I' 'U , n C ~p 1. ~ s, t7 r i v . '1 b 'v Vi~ii.. `-I L~ t,' i ~~',ern xl' ~ <.J i;"`~'`~' r \ , I d. r 7.._, s< P..... ,..f ,-r " •4~J-"p ~.J. r ° _ CITY OF CLEARWATER ( e ~ 'h.J a9 j l i . •Y" cj.; f ,/'t5'.~l/ 7 I , r i'', i l~ ~ Sy;,, /gr I., ~ q '7~ C> e ? I r>3 „ i I' ~ J"s~lt`, r r ~ r ' i.: d %tia b,~~~, ,,J',~, Fi,~',.. i,,J 1 ,rr~'~ Irk/,. t• / \I r ! ..i''• ~I f t.`ir° h„ • i",v, F,R~ I.,,, , t.`4,~7 ! Y'._..a t"1 1 J v f j f.: J~... ' t., " ~q , i ~ R:.:v ''t)`~ ~ ';SS ,/r •'Li.~ ~ f f , ~r(i i,l' I ,.Jip.: ~..w,...... Y S` •i,~ f~.'r4~.1.~ii"~~ I~ U ''U..} 1 M,r.^ rte' rM;i(: n,.~i i / '7 ~ , 7 ~ ' lCl ~ ''+,i tiY~i?'`J:, !iu .'7" ~ ~ ,al 'rJ%`Iyiirii1~ ~~'•lr C(~'~ ~ 1 ~'t, .,,r ~r- n,~ tT, J re,+rC)' 1 ~ ' ~a~; 1~~IT>1ZA~ y~~`~SC~C,I,~T~ ~ IPJC t~' ~ / ~ dom. ~t5\ 's S s , i ~ Btu °J, i~' „ 'tt) ~ ~ ~ ~ ~'~~a ~~~i~~~N~rw.~~ Abe ~F, ~1 ~~E~ ~~,F~ ~ ..~~r;~~,~ ~ ~ ~ '~:IEtifERI'iIISE~RQADf,SURFi6+ • , , t i - - ~,ffiYHAR6Uf~FLURIDA'lara~: . , r i 'i~ I'Sr ~i d fl', +,5•, ,-;FJr,; r't:'1{l ..r{ rsr .~",'..,n.r ~ .7 lrty• ,..,.rY;Ja.,.!`H,~I,rr..,,,,..rV•..,'~'f ~ _ rHO~.F ~~~?r'3.~tax FAX ,'7T!1;i,9A~3 - , "rY' rr ` 4 i ~ Cry q.~ ! ~ ° q 'z ; 3 ` "G;% ~,~AtC~7T1't~'~6~IHt~'I,N.1,~~ ' w . ~ w. (J 'u^ 't.,a ~ i ~ ~ ' - 11rr;"MISjGATIL31V,\ R~EA ~ I ``I 14„ t~ ~ y 4~F`~1l~REMOVE 331~CU FT 12 CU YD , ~ I > ',~T '~`I ~ _...e•cr_.... tS. t~', BOTTOM ELEV=25.0 ' r\ s ail ~~7 ~'~ru>Otia_..._...._ :^~s+°../ `~4U f.. ~ ~ 3,1„SLt7~E vZ: , ;`v I t~ I , c~ '.q' SQb EXRTISED EA,RdYJ '.V 15» ".ice ~ ~ ''„a ::i mss) ~:i ,'C?.%.~' '",r jl ' ~,f .r.t!'L lam` C?` ~tS, I 9' r A `s~ r J. ~ ~ v ~ ,~,1rs'r (.I.Vf f,, t`G ; ~J 41~I ' ~ 1 111 •4rt .tSv 'rS"i v 1 vR1` i, , P;i / _ ~ „ r°~' ,J' •<57 •uti ~ ~x~ . ; I-4'n (%..;r,,r tiY.. s _ 1 05.12.05 JH REVISED PER CLEARWATER COMMENTS I v.. r„,1JC, t.SAr i?,~ ~ 1',~~, ~ h.~ ~t i 6 n u 17 wt, n~f J' r X :,t ~ G~~t~,~ ii a N0. DATE BY DESCRIPTION CONST. rrj~' ~ L~ , ~r ~ cl~ ~rf~jr'4 "•~?''1 I L L~ E I v ~ REVISIONS % -3 3'.'" c5 . CERTIFICATION AND SEAL .,r "t?'~ ~i ''I a i PROPERTY BOUNDARY e I HEREBY CERTIFY THAT t. ~ n n AREAS TO BE DEMOLISHED ~ ~ I U I l ~ ~ L~ THIS PLAN AND SPECIFI- ' ~ i, i ; h„ Hy ~ a , CATION WAS PREPARED BY ME OR UNDER MY DIRECT u TREES TO BE .REMOVED SUPERVISION AND THAT I ~ ~~f~',. AM A DULY REGISTERED o 1 i, v' ~ I ARCHITECT OR ENGINEER ~I ~ rJ'v.' ° • t3„ r 4) J Icy ;::I _ UNDER THE LAWS OF THE STATE OF FLORIDA ~ 1 rl ~ ~ ',a~; I q~, rY~. i ' AS SIGNIFIED BY MY HAND AND SEAL. ~ ,Ar fir;" r,. ,y I I ~ n f°C~s~j uJ ;rF± ~^t. ! I ~ NOTE: ANY WELLS, IF FOUND, ARE TO FILLED AND PROJECT NAME ~ r t.J. ~ ,Y C1 CAPPED IN ACCORDANCE WITH FLORIDA STATUTES 373. BECKETT LAKE A.L.F. ¦ 2155 MONTCLAIR ROAD (r ` '1 xr;.»wx~.xMw.»x.w.ww« ,.,J.,. yin' o rCltri ~ :j' 5~ 6r'Oi?:~ ~`~c? ~~'J x.ww..,ww.»w.w,s.» w,.ww«.xw « ,.w.w.«...w.«.»w«..,x».w.x«,ww xx,ww.«,.,xx«x.xr..xwwr,,..,..w...»x.wwww,w...xr,x.x. s.., ~ ~ ~ ~ i_~1,~ .;f„ J£i?~`~ ww.ww..x...wwx,.w.«ww„»x.wxw.wwxwwwx....x»..w. .w.«rw i ~ CLEARWATER, FLORIDA ~ }()(l r~ 'Y~ ~ 41 L . -J N 8 , » , ~r~x•w•«x,».w.Y.xw .w.«ww.xw....w,.w.wxwx»w,xwx,w«,..,.w...x.xx«.ww 9 21.41 W 688.73 DRAWING TITLE ~ C / ' ~ ~ .......J,r,,....,.) DEM4LITI~N PLAN SK~ (11OR1^lff."IR OF NE, '114 ' DATE 03.31.05 KZA PROJ NO. DRAWING N0. i OF TI-E SE! . 114 OF 'f'.i;r, rV. i~/f ~ I r ~ 231-03 E v z - DRAWN SCR SCALE: AS SHOWN BY: rn c - RELEASED TO C3 0 REVIEWED CONSTRUCTION JH OF DWGS. BY: l : , ~ ! . 1 / ; r _ ara Ise eve opment - , , • : : : , / i i , , , , r, , , . 3, , , r' f / ~ f / ~ % ' : ' , ~ . . , ~ , ` G , _ . . Grou Inc. GRAPHIC SCALE 30 0 15 JO 80 - / ~ • : , : , , , ' . ~ i S F. , ` , , : ~ . , , t , , i , , , S R ;J {3 2901 RIGSBY LANE , { IN SET) SAFETY HARBOR, FLORIDA 34695 1 inch = 3o tt PHONE (727) 726-1115 FAX(727) 726-2337 , _ 'r>~r, w;.'~`. ~~"'"ru= • rJ-' ALL SUBSTANDARD SIDEWALKS AND ~ . , ' ;'pis ` RAMPS ADJACENT TO SITE TO BE ~ , ~ i ~ ; l ,i`~ ECONSTRUCTED IN ACCORDANCE , WITH FDOT INDEX #304 r, J ,c ~ ~ - 1 ' - ....r~...._._ ~ ~ , _ EMER _ >I GENCY FIRE EXIT ONLY 'Y FIRE / (2) H.C. RAMPS T ONLY / W/ TRUNCATED DOMESr:, (NOT AN ACG.ESS ROAD) j ROAD) j `PER FDOT INDEX #304 f EXISTING SIGNAGE 20'x20' SITE - . , , ' : r. r. .....Y., <,,f~ ~ ~ _ 1 , . 53 ` - TO REMAIN TRIANGLE (TYP)E ~ _ ~ 10LF - 5' WIDE ~ , WHEEL 510P (TYP) " S 89 35 ~2 r ~ (2) "DO NOT ENTER Fl AND l g ~ 1 EMERGE - ; ; ~ CONCRETE'SIDEWALK , ' _ 1 NCY VEHICLE...AC~ESS'ONLY" 'SIGNS.... ~yti......,. ~:y . 6 . ........__...._.,.r r' _ _ ~ ~ tr , s , i, k ~ : , 1 . qq ,3"'" ..n.. ~ F .,..h. ~ .:q' t 7 ,.k _ ~ ~ :,'i~.„..r~__.r_~....,a~.;w~~,,..~~~ s>,.mep-. .N. ~r_.....~...w- ._~,,,;:r... ~ °.,~6;<..~..". ~r.:,:ait.~,ri""rr~it•~ rm .g,~- .~...r*.__~Rmvam,°^-'-cm,a,,m: fir::: _J. .....r•..... ~...,.rrs...~ :..,~~s ~....i.,.,. LEGEND _ ~~t ~ 'I f I I , / .rs~-; J'~:r°;rrk,;' f•~ 9,. ,r~s v, ,r I I I ! ~ I- ! ~ ,h_ i(~ t;/~ A i? ~ Q . t.i < r' • , z0'" ; TYP TYPICAL ~ _ ' . 25.14 , f / ~ ri~~ .'"fiY~T ::'t.L,irJ :.'i,! ~ 1, ;II i•-t, P, ~ ~r J I / N \ 1. ,vrx ~,:i 1.// r, h ~,./J~ ` ',I% I ~ a; ~ • o i ~,f ~ !„~)~:vr ti%~~;sc~' V F' Y b i'i~ it ...,r 144 , , t.Z ` ~~~°'°""HN'°^~'~ PROPERTY LINE v 1} , . - ~~`b.•• .................-Y1~......w-!-...,..__.,,.,,,.,......... --1- . rT',-'., fill k:$s, , I I S ~ i fi € • ,t a , ~ f i ?"t . _ ~ ~:f>i/ 4t~~ 'f" ~ ~ n ~ 5$ r t , r'1 '1 t ' 1i ~ f' f . J , `'J t ~ . w1 , ~ : 12 •f,~' TYP. ` • S EMERGENCY ONLY GATE PROPOSED WHEEL STOP ,Fa; r i,~, z, a ,r _ ; t , . ' *~ss, W/ LOCK BOX PER } - ~~'i f ~ ~ P C ORDINANCE 98-4 j' ' ;.w ' ~ r : , 4 WHITE TRAFFIC TYPE AN51Ti0N Ff ~'AN5~1~ON fRt~M PROPOSED, SIDEWALK , _ PAINT - -CURB 6 TO 0 REV ° , ` ; .r'.. ~ ~ TYP. .r6„ TO 0" REVEAL /I`., ,w ~ PROP u,r, _ , ~ j I:, USED {„I~rH F i x o tt;3~ _ ~ ~ , ~ _ PROPOSED ASPHALT I ~ _ ~ I / tS. ' PROPOSED;~I(;HT ~g~ - STA!VD D N , _ I ! (,DOUBLE DUMPSTER _ Sl ANDARCI i TYP.) ~ S` 1 ~ ~4,~i _ 9.• ~._vx - ~ NCLO ~ ? I ...._~r j i f E SURE , q-; \ ¢!PROPOSED LIG}iT f ~ sTANDARD PROPOSED TYPE "D° .CURB ' , : ,b....... , , • i h :i t ~ • r, r W _ r 16.5 5 [ y,- 16.5' 24.52' r.,. _ I l , y , • e r°t ,a I ' ~ _ . • ' ; , v , „ ~ t 1 . i ;f a „j ~ I :x.50' S' PROPOSED INTERIOR LANDSCAPE ..r , .4 t',' :.f•' I _ ~ r r. dr• r.~ ter. { YYIS rrs r_ 'W~ r ~1~ . I EXISI1N LIGHT . uy : ~ , ~ , 5 STANDARD Y ~ ~ I• a : ~7 .,.a--- . . , • N~ ~\U. ~~~~~/j~~j~ WETLAND BUFFER COMPENSATION : t, t n,' e, , tYa, , - . E j 5. ~ a3;y~, R1 N , f ~ CONSTRUCT I I_.-I . s M < ~.1 1 s ,.y I ~I t,y~.:_~ BETE ti 5' CONC I ~ v _ SIDEWALK ~ RETAINING WALL ~ ~ ' , I, ! ! I i WETLAND BUFFER AREA ~ • BU~LOING - nil , • ,,lc., . ~ ,.n..4. r . . r,_. . ~ LovLRHAN~ (I'rt~) I ~ ~ ~ EXISTING TREE TO BE REMOVED (1~I' f~T. ~,~~iN. r , / I I : I ;`FE - 61.5 • ~ I ~ ~ EXISTING LIGHTPOLE TO BE REMOVED , I ~ ~ I 4 SIDEWALK ; ' 1` : , . ' ! I ~ REFER TO ARCH PLANS. I ; , i I ; ~ . : ~ I ~ EXISTING A.L.F. BLDG. ` ' ~ ,a~~;~"• = 61,99 FOR LOCATION I PROPOSED LIGHT I' STANDARD ~ FFE I ; i, Z „ : n ; . . 1 ~ - J ~ t ~ GENER'AL_ NOTES: I~~ ~ , . r fI 4 ~~1. ENGINEER KEITH ZAYAC & ASSOCIATES, INC. Cw. I~ / : - /LANDSCAPE ARCHITECT: 701 ENTERPRISE ROAD EAST, SUITE 404 • Il 5` ELEVATED , mm.~ 2..,a r<} I I COVERED WALKWAY ~ ' SAFETY HARBOR, FL 34695 ~ ! (727) 793-9888 Bus a""..,,.._._.._..,.....,.,. . 7 t., > , COVER EL = B.Ot , W ~ . • / 1 ,,3 w____._._. T N ` (727) 793-9855 Fax .::;1z ';l i , ~ ~ ABOVE PLA FORM . - I , ,r I; E I • , , t~ i ~ .SEGMENTED RETAINING 2. SITE. ADDRESS/LOCATION 2155 MONTCLAIR ROAD . • • ~,..Jti~ ~ WALL 26' BACK FROM • • . CLEARWATER, FLORIDA ` E ' ' f WETLAND LINE) W/ 8' FENCE . ` ~ 4' CONCRETE ' : CONCRETE r r SDEWALK: I - _ , • , ~ w, _ ; r sIDEwALK ~ PARCEL' ID: 01./29/15/00000/140/0100 . : r II { i i ~ ~ i ZONING: MDR t I I , t ~ ` t, • FUTURE LAND USE: RLM F' • _ I • ' ~ i ~ ';t EXISTING DUMPSTER F, ~r, I; E I ~ ~ E ENCLOSURE TO REMAIN ' :3.: PRESENT USE ASSISTED LIVING FACILITY • ' FOR STORAGE PRESERVATION (P) ~ r.~ ` r: ~a (FLUP) , : ' • ,r : J' ' 4.DEVELOPED MUSE ASSISTED LIVING FACILITY SAY 12 ~~05' i . w x r r n ~ :Y\ rr - ~ ~ . . END I. I 5. 70TAL SITE AREA 462,779.74 SF (10.62 AC) ~LANNINGDEPARTM~IN' , . y , , ~ ~ `t:> l RETAINING 3,. END CI1~OF CLEARWATER rAININC 3'' I ; UPLAND: 257,635.05 SF (5.91 AC) ~'<a ,~t t., J ....>u•... : . , WALL : WALL ' W . , • r= ` i WETLAND:- 205,144.69 SF (4.71 AC) , , ] 3 ..u f ~ r , r t ' K~ 1TI1 ZAY~C A.`~ ~~~CI,'~~ f _ l ; 1 1. , , s ...i i ,i :ti \ 1........3 ~ °l. ~1L~~1~!fJ~~.~N~t1~l +hil)`,( ;;Yr iF rifTF~_T`!f F' I f ~iv`~i ~ 6. SETBACKS: REQUIRED PROPOSED ~~t~~rR~ERn~~~~~+ . J ; . f w. v. f I. S? ° ~ ~ s ~ f< TER FUTURE LAND _I WA - ~ ~s _1 ~ 25' FRONT. 81.90' (TO BLDG.) Nn~1,Fl.vun~~+~s , , 1 : , , . , t „ i, • : / , r , • v , „ s. , f•~ ' ~o ! ' : USE PLAN (FLUP) , ',r .r. . ~ r ~ t ` , 'r ~ t i `v. ~O 23.28' (TO PVMT.) ~ 4 Ync. ~ ~ ~4 , . , . , / u e 1 F°~ ,Y- ~ 5' .SIDE 53.35' (TO BLDG.) r, ~ ~ ~ ~ 5.00' (TO PVMT.) r s. a ~ ~ '~4~` tip t.A . I ~ _ 10' REAR 379.81' (TO BLDG.) ~ ~ ' r LOT WIDTH: 100' 688.11' J! ° x ~ ..~t.... is /y J~ j~`• X ~Y v t , A , , , n. : tri" w l , ~ : A. , •Y.' e . , y , : , E/ i. , , t.,,. } t\ ~ : , .Y' • N ~ , : , :S ' : ',r , n ~ , N. , t, li 'M ~l. f ~ ~ ~ ~ 7 ;ALLOINABLE.MAX HEIGHT 30'-50' FT / II 1M~ti 4 ? fT , ~ ~ j.,. t, ~ W ' ~p• BLDGHEIGHT 38'-3" (PROPOSED) ~ ~ i Y r t'» th ' k i j~r 50 -0 (EXISTING) ~i r, o , ~ / ? ~ :{'v.. y'v,3, ' J~~ .r Sit. , t~, l,~j, 1 t' t,., , , > .ra rr r, , . <.ti , 8. SOLID WASTE DUMPSTER WILL BE LOCATED. BETWEEN BUILDINGS C , . . , l " ~ ' ./'mss vi i7 + r ' ~ ~ 9. ALL D15TURBED AREAS WITHIN RIGHT-OF-WAY SHALL BE SODDED. 1 o5.1z.o5 JH REVISED PER CLEARWATER COMMENTS ~ NO. DATE BY DESCRIPTION CONST. .F h /9 ~ I / f:- `1'' r. ' 10. FLOOD ZONE: n .x , < ' r . ,,a ' Lin f~° Y. THIS PROPERTY LIES WITHIN. FLOOD ZONE "X" AS DEPICTED REVISIONs I' ONE;FEMA FLOOD INSURANCE RATE MAP N0. 12103C0126G CERTIFICATION AND SEAL DATED: SEPTEMBER 3,:2003 ~I ~ J: . . Y ' W t , , 3 1 . , , s pE Y, . ~ ? ~ } , ~ i ~ 11. THERE IS NO NEW FREESTANDING SIGNS PROPOSED WITH I HEREBY CERTIFY THAT r S , r. E . i M > , t , s \ , , a • ~ ~ THIS PROJECT. THIS PLAN AND SPECIFI- CATION WAS PREPARED BY i L~ f, ih i ; ' ~ ME OR UNDER MY DIRECT SUPERVISION AND THAT I 12. UTIIIT'r' EASEMENTS ARE IDENTIFIED BY THE SURVEY ON AM A DULY REGISTERED •R , t ~ L - w ARCHITECT OR ENGINEER iHl~ ('i21i1=~ERTY, UNDER THE LAWS OF THE .ate ^ j< f` 9 fr /r STATE OF FLORIDA ' AS SIGNIFIED BY MY HAND , , , , , • r f e 13. WETLAPJD >_IN11TS HAVE BEEN SURVEYED AND ARE LOCATED AND SEAL . , ,e.. ~ \ ~ , „ • , t../ L , • .M • f 4 I -0N THE PLANS. J. • , / r , ~ , ,y, , ~ , i - `1 , r ' , i t I ~ SITI 14. SITE DATA TABLE: EXISTING: PROPOSED: ~ REQUIRED: PROJECT NAME r r ' ~ r A. TOl A. TOTAL SITE AREA: 462,779.74 SF (10.62 ACf) 462,779.74 SF (10.62 ACf) 20,000.00 SF ~ BECKETT LAKE A.L.F. r 'Ai.., T..i4 Y.r,Y, ~ , t , s ' , t r , r . . t UP , r , t ~I / ( Y rt- ~ .9 , \r UPLAND AREA: 257,635.05 SF (5.91 AC) 257,635,05 SF (5.91 AC) ~ , : , t PRESERVATION AREA (P): 45,660.33 SF (1.05 AC) 45,660.33 SF (1.05 AC) 2155 MONTCLAIR ROAD r'? WATER FUTURE LAND USE IPUAN (FLUP): 159,484.36 SF (3.66 AC) 159,484.36 SF (3.fi6 AC) CLEARWATER, FLORIDA B. TOl B. TOTAL OPEN SPACE: ~ 399,446.46. SF (9.17 AC) 369,909.33 SF (8.49 AC) 115,694.93 SF (0.25 AC MIN.) DRAWING TITLE :'`i...' ~ 'j ~y rwj* .,s txe r' C. BUS C. BUILDING FOOTPRINT: I 28,176.33 SF (0.06 ISR) 47,214.17 SF (0.10 ISR) - EROSION CONTROL, NPDES, nr~ BU rr~ ~ ~ » s> ',a BUILDING AREAS: I ~ 76,735.00 5F 204,500.00 SF - & SITE PLAN DETAIL : , E SID E SIDEWALK/DECK/PAVED AR A Jb,lbb.Yb 5f 4tC non zff 3r DATE KZA PROJ NO. DRAWING NO. F. TOTAL IMPERVIOUS AREA: 63,333.28 SF (0.14 ISR) 92,870.41 SF (0.20 ISR) 347,084.81 SF (0.75 ISR) 231-03 G. PAI G. PARKING SPACES: I 72 SPACES 72 SPACES 90 (1 PER 2 RESIDENTS) DRAWN SCR SCALE: AS SHOWN X H. VEI H. VEHICULAR AREA: 34,494.19 SF 40,490.01 SF - BY: C5 RELEASED TO 1. INTI 1. INTERIOR LANDSCAPE AREA:I N/A 4,329.46 SF (10.69%) 4,049 SF (10%) CONSTRUCTION REVIEWED JH of J. A.L BY: J. A.L.F. BEDS 130 180 owcs. i , r _ .r ~ F'VC PJVI/, !~c7,~NCl? D, TI-IF NC 1 /4 ~ l ~ R/W u~AR1E~~ ~ Paradise Develo ment _ OF THE SE. 9;%r4 OC" THF_ NF. 1,• 4 4 F ~ G p , a' TI' ~ Lr/-Y y~ d'- <sT~ ~ ~ i n / y4 r ~ GRAPHIC SCALE GrOllp, Inc. - SAW CUT AND MATC CUT AND MATCH ~ o is ~a so _ 3 TAPPING SLEEVE EXISTING PAVEMEN ISTING PAVEMENT r~' „ ALVE „ 6 TAPPING SLEEVE ASPHALT ~~,r 3 PVC WATERLINE t. PVC WATERLINE `r ~ 4 ^ ~ ,t~,.r AND VALVE , , c,- , r.._..._._. - y... S 89 35 ` 1 ' ^ l F'~') 2901 RIGSBY LANE ~ _ . - tv'll~ 5~+ ^ / 32 ~ ~ ,c~ FIRE HYDRANT LI 63. ~ ~ ~ ~ ~ ~ c t,'~ r 62.5 62.5 •i ;rich b~sp tt SAFETY HARBOR FLORIDA 34695 )RINATION 63 3.0 ~ PHONE (727) 726-1115 FAX(727) 726-2337 ~o co , ~ ~ \ . ! ASSEMBLY "CHLORINATION 63, 688.11 'l T i' ~ 1 ~ CON ~ A ~ _ . _ _ - r , , ~ . G I. , ' ~ e - - 62. 6 Q . 1 _ s. r ' 10. DO ~ co ~ ~ ; i ~ r~ti DCV 0O' i. 0~! ~ • i ~ ~ 2" WATER METER fi aTER METER 6 . 61 ~J~' ~ ~ M r_ ~ ~ ~ 1~ 1 ~ ~ 1 c~ ~ ~ r . ~ v'~iv~(V~. ~ `,1di 1O OO' ~ ~ t5' AND RPBP RPBP ~ ' O TPrL'i=65,2 ~0,~!I J~~ ~ ~U TbV ~ ~ fi 1 ~ EX. F A 6" DC 61 61 ~.a` y~ ~ ~~Ota' SPIKE . ry 1 f ~ u~ ~ . ~ ~ ' • 6 `f~~ LEGEND 6 ~ ~ • ~ 1 I ~1 D c,~ , , ~ ~ 'f E7. 9 ~ ~ ~ ~ cu ` , 0• I „'ts' ~ 2~' 61;5 61.5 r~ O.B. P.O.P., ~,til ~ h i,. S~D~Iti;AL{~ ~ s1.5 g1., PROJECT TYPE F 7 C.~ c ~ 7 ~ r ~ 4 MATCH k^~ - 0•. ~ ~ ~IDEWAI_h ~ 5.5 ,IC~EW~~to ~ -t} n~ ~ ~ ~ ~ ~EX. AVEMENT ~ ~ 60 0 ,,.,E,Mt N 1 ~ ~ EASENiEN. ASt~AEI~ ~Yti' o ~ FIRE DEPAI ~ o ~ • M=59,70 , , RI M=.59.83 FIRE DEPARTMENT RI 6 0 TYP TYPICAL DRAWINGS/SPECIFICATIONS BY: - ~ ~ ~ . cO ~ t~X ~~ET ~ „ . , , • 1 _ CONNECTIO ~ ,4,,PHAL~Q 47 I >r 9. (l F INVa57.54. INV-:57.69 CONNECTION' INV 5 , ~ ? WALGREENS' CONSULTANT 1 RLP ~ 5 3":~ERCP ~ ® ;1'5q ~ ~ ~ ~ 0 0 ~ ?r ~ 1~~~~dLF;~1~# z23 ERCP t~ 0.45% 100LF 14"x 3~ :$RCP~ O C 7:~ . ~ I ~ ' 60 2 ~ ~r :^R~UC. Fl , R. t ' ~ 60.3 ' ~ 0.4 14"x 3"~ ERCP 0.1 I PROPERTY LINE ( ~ 6 ~ ~ ~ LANDLORD'S CONSULTANT ~ I ~ F~F,SE ~ ~ 60.9 WTI N!TR - , ~ . : r, , 0.4 ~ ' ~ PROPOSED STORM PIPE - , _ FIRE HYDRANT ASSEMBLY 1NTR wrR 3 j P A R ~ ~~S ALL CONSTRUCTION WORK,UNLESS NOTED OTHERWISE,BY. S ~ l ® PROPOSED INLET ? wALGREENS' CONTRACTOR ~ ti' `ti ~ , cy GRADE " FT. •CLEANOUT:INV=5 25 . 60,8 60.8 ~ C~ ~ ~r~ ' ~ ~o t ~ kr r co ~ TO DRAIN , .r,~>7 - t ~~a~- - ~ ~ 61~;f r0 ~ , ~ ~ ~ , • IJ 1 to .r 5 ~ ,n p• rn' ~ r, `6'T~>7, ~ ~ ROOF BRAIN TYR) 6.0;3 'd••' 61.0 ~ ~ PROPOSED ROOF DRAIN ~ LANDLORD'S CONTRACTOR (TURNKEY CONSTRUCTION) _ 6T:2 , , ~ ~ 1 STORE BUILDING PROPOSED WATER PIPE 61.4 ~ 6D 5 . FIRE HYDRANT ~ ~ ~ I 6.0 c5~ p 'a.~ ASSEMBLY NEW........... NEW............ `61.a i PROPOSED SANITARY PIPE ~ U bey ~ ~ b~ -4~--'~ ~O r _ ~ ~ , z; ~ tS • ~s; 61 0 c ~ 61.0 61:,0 ` RE SE TR P 4„ ' TO ~ 61:5 ~ FDC 3 REMODELING.... ? EXISTING....... ? x~, , PROPOSED FIRE SERVICE ~ ~7 t_5'' - - ~ - r - ) SWIG )7. IMPACT #1 • ~ ~ C EC POX ~ ~ ~ ~ ~ 6" PVC FI~~~~. ~ RELOCATION.... ? NEW SHELL ONLY . ? sERVICE ~ ' ~ F s1.4 PROPOSED SPOT ELEVATION ~ AREA FOR-WHICH VOLUME ' P 'v= . - - TAN.,, .R A ELEC ISTO BE~COMPEt~SATED 106 CU FT PROPOSED A.L.F, BLDG 60.0 OTHERS...,.... ? I I ~ - ~A ~ (163 SF)'SEE S SCORNER OF,SITE FFE = 61.5 ~PLU,G",(TYP)- , ~ c,~ PLU,~",~TYP) 60. ~i ` 'G.7. CLEANO' `t'TY) , u' is r_"` • 609 ~ ~ ~ PAVING, .GRADING AND. ~ ~ \ _.a 'J) 60,8 .60.8 u~ EXISTING A,L.F. BLDG. M1 x DRAINAGE NOTES: ~ FFE = 61.99 i~ - r~~ c~ ~ 1 ~ DER ~ -E- - - - o i~ C0I'JC•REl ~ r0(. NDATrON , ~ ~ 56,5 ,i~_ ` ti. ~i '~';1. SEE GENERAL NOTES SHEET FOR EROSION AND SILTATION ~ ~ • c,, ~ r. ~:6 r .t4 c ; t~~ `,k : 4~. 60,5 ~ r '1' ~ ~ ;`~s` CONTROL- ALONG WITH GENERAL NOTES, 12° PVC ~OOF DRAIN ' ®0,36'• FYP C Roof.: DRA?N ~ i8. _ ' 60,0 WIDE . 1~ 2. SEE SITE PLAN/HORIZONTAL CONTROL SHEET FOR SITE ~ 0.36~~'(FYP) I 60.0 ' ~ CONCRETE FLUME DATA. x i _ . ~ c` I ~ 257„~2' r,/.,\ , - ~ vy~ 60,6 a ' (;f~ rf tJ . DEF r ~ • _ S so.s - RooF DRAINS (TYP) 3• SEE BOUNDARY & TOPOGRAPHIC SURVEY FOR , , ~x . x 60.8 ^ ~ ~ I-` TEMPORARY BENCH MARK (TBM) LOCATIONS. ~ti, 1 ' " ; ~ INV=57.o ~ 4. THE CONTRACTOR SHALL MEET ALL APPLICABLE - 3~ • ~ , o~• ~ T'"?~ SEGMENTED RETAINING <<~'~ ~ ,I REQUIREMENTS OUTLINED PREPARED BY THE FLORIDA - r~ ~ 60.3 r WALL 26 BACK FROM . HANDRAIL HAN~RAIC - BOARD OF BUILDING CODES AND STANDARDS. ~ - ~ - ~ . ~ h ~ ~ > CONCRETE RETAINING ;BETE RETAINING - C,!; 5. THE CONTRACTOR SHALL MEET ALL REQUIREMENTS FOR ~ " ~ , c~ ~8' ~ WETLAND LINE) W/ 8' FENCE p , ~ ' w ~ ` ~ ~ . 0 1J,TT,~CE ~f ,~ti a~ ~ wAU. T.O.w.-so.c ALL T•o.w.=so.a PROPOSED soopED ~ CITY OF CLEARWATER TO IMPROVEMENTS. WITHIN ~ - DER 1.- N <`a'~ ~~.._'~7' ~i! ' ~~~~'/J O~ r , ~ (;ONC v ~ ,,0 STORMWATER POND RIGHTS-OF-WAY. it TOB ELEV=59.80 s' F ~~iJ1 1,.18;~~,~U,CROOFDR X" J HWL ELEV=59.00 ' ~~u,C ROOF DRAIN ~ BOTTOM ELEV=57.00 6. ALL:DISTURBED AREAS WITHIN RIGHTS-OF-WAY ~TO BE I ~ , [8 ~I_ S `rl`„ SODDED. ~ ODIVL t°~ ~ ~ PRESERVATION P 60,8 . ~ 6, h i " O G . ' ~ - ~ ~ / (FLUP) Y,~, RETANGULAR~WEIR (2'-0") W/ FlBERGLASS~SKIMMER _ ^x~ 60. • ~ U~ ~ ; . ' ~ INV ELEV=57J0'~' ' ~ ~c is _ r ---~-x - , _ s - _ ,~,-___U DERV `0 P~'ES~RI!A, ~;1/ AREA C[ pp ~ r' ^ T.0•W,=60.00 , s 1, ~ 25 YR. HWL=59.00 r~ ~j a, > ,9 ~ 3 ,9 tJ' ~ ; ~ C~ S, 55.2 ~ ~ U2.,67 ~ c ' ~'Y ~ TREATMENT ELEV=57.70 .C ,,r` •~~-_,r~ , C C.~ \ - ; 5, •5 . _ PVC ROOF DR „ PVC ROOF .DRAIN I , SKIMMER TOP=60.00 SKIMMER BOTTOM=57.00 i` ls. ~ ~ , • ~ A , V ~ ~ 1 , ~ v~, ~ 1 ~ ~1 W c~-~ ~ tS ,_,~`~~r ~ a h F,1 , c5 ° IMPACT #2 ~ J c~, b -b O b; - ~ » n . % c , ~ ~ 0~ ~ ~ ~ AREA FOR WHICH 'r; r ' ~ 6` l t~~> C'j O v ~ ~ Z I ~ rJ ~ / I I 57. JhCp ~ ~ G - u .,9 t9 , ~ - » , M F VOLUME IS TO BE ~ r '`o G ~ ~y ~l`x~~ 30 h DER~~11 - - COMPENSATED ~ _ ' 0.0 ~ 10'x10"~'f}lP-RAP Y~,j f,„„..~ . x z,,p ~.S ~ „ !r Jv 137.78 SF ~ ~tR~%< ~ > ~ (2 COURSE) J~cs=~ tS~ ,9 ~ ~14~ ~ ~ i ~ ~ SEE SW CORNER OF SITE z. c c~! 'u~ ~z> ~ ~ ~ ~ WATER FUTURE LAND i8°1~'_;;-~~ `s,..~'. ~ MAY 3 i '~,rl . c~ x~''cA <4 5 ' / /0~' ~)2" r. USE PLAN /FLUP 5' S~ ~ ~ ~ 6' *~S 'u G~ t < <.5' 06 ' ~J t~~,~ ~ ~ `l~' ~ 55.0 ~ EROSION CONTROL MEASURES NOTE: 55.0 3 , PLANNING & DEVELOPMENY r,, ~ h~ REQUIRED; EROSION CONTROL MEASURES MUST REMAIN INTACT SERVICES i~,,,,;,: ~ , ~ y O rc5 cA S g ' 9 ~ wj . ' , `h_t ~ THROUGHOUT CONSTRUCTION. FAILURE TO INSTALL OR C1TY OF CIEARWATER ;y ~ ' s. PROPERLY MAINTAIN THESE BARRICADES WILL RESULT IN ~ ~ ~ ~ r~ ~ G5 ~ raj hs `~i" ~ SX ~ x is ~ ~ ~ DER 9 , to L,/~1 t~ ~ I 1 ' x Cp ~ ` ! ~ _ ~ 1~/~ ~ '~A ~l~•. ~s, CLr ENFORCEMENT ACTION WHICH MAY INCLUDE CITATIONS, AS N ~o „ ~ U l ~ DER; G , ~ • ^ST QF (t PROVIDED BY CHAPTERS 40D-4 AND 40D-40 F.A.C. ku~, INITIATION OF CIVIL PENALTY PROCEDURES PURSUANT TO ~ ~~`l- ` , z SECTION 373.129, F.A.C., CAN RESULT IN A PENALTY NOT TO KEITH Z.AYAC ~ASS~CIATES, LNG ,.;w XCEED X10 000 PER OFFENSE WITH EACH DATE DURING L~woscAP~ARCrlrrecru, •''~.'~i~. ~ ~ ~i ~ ~ E ~alFhl~ruse1NRO,w~sunzw4 RP. PLANNING ~ `^l WHICH SUCH VIOLATION OCCURS CONSTITUTING A SEPARATE ~ !1 ~ SAFETY H,tRBOk, FLORIDti:Y1(N5 t~ r,,-s(.,., /e~, ~ ~ WATER AREA - ' ~ •~ER~2% OFFENSE. fib` \ u I PNOtiF:72',m)iwtaB x O ~ `r~'~ F4X 727793.4tl55 w.nu_K~ OC= , ~ ,l ~ ~F.FFlFi7a7ACCx~M ~ s / T, 7 ~"T CONTOUR OF 100-YEAR ~~y ~ ~ ~ , 60 f ~ FLOOD ELEV - 56,9 z 1 l , Z OF 100-YEAR , I STORM WATER. TREATMENT CALCULATIONS ~ ~ ~D ELEV = 56.9 ~7[~`27~~''S ~ 2 a ~ ~ ,,~I~-C'~~q 1. REQUIRED. TREATMENT: (Zin)(26,572 FT) (,a,~= 1,114 FT I t~~~, ~~L ~ I n 4 > ' ,I, + 2. TREATMENT VOLUME [1,377.76 ©ELEV=57.70] r _.:3 `G : , 'V,. ~l ~lf1~ l~'~Z `x c a ~ ~ r. :lam ~'~GZ ti o~• , ~'Cj ' ~ `'~o ~ / ~ ~ ~ n~ j ATTENUATION CALCULATIONS F~~,~,, ~ _ ~ hs ~ WETLAND NOTES. ~ •,c,~ ,s, ~''"'~7j I I 1. FDOT ZONE VI: Tc = 60 MIN, i = 3.7 IN/HR ~ ~ ~ ~ ~'``~9 s 9'~~ 13" t' ~ _ NATIVE VEGETATION WITHIN THE BUFFER SHALL NOT BE • . I ~ CBXISt = 's a (a~(U + {a.3~ s (a.951 3 05.27.05 KZ ADDED FIRE HYDRANT (D 28,572 v ~ 'C ~ ~ , ~7.1~, ~ ' o COPtiSERU.a~IIDN ~1SEMFNT~ k~'1 ~i' n , u / ~r`J' ,y~, l,x 1 - ~ 7. ~ REMOVED OR ALTERED UNLESS THE REMOVAL OR ALTERATION ~ ~ ~ ~ / ~ dN s a D. t~. ! 3 P! 390 C2XISt = 0.32 2 05.19.05 KZ REVISED PER CLEARWATER COMMENTS .~1 _ ~n rr~• ~ OF THE VEGETATION WILL NOT ADVERSELY AFFECT THE COMPENSATING Cprop = {2'.7su1(ose~ 572 2 .n + {a.aas.0 (p zo1 1 05.12.05 KZ REVISED PER CLEARWATER COMMENTS s-. as ~ ` YD 0 C L OR ECOLOGICAL INTEGRITY OF THE ADJACE ~ 4 x~~, ~ s ~ STORAGE AREA H R LOGI A NT Cprop = 0.87 N0. DATE BY DESCRIPTION CONST. ~ I ~s 'v' ' l ~ -~p'~ REMOVE 331 cU FT 12 cU YD WETLAND. ALL EXOTICS ON THE FLORIDA EXOTICS PEST PLAN ~ ~ 'o~ - ~ TOP ELEV-27,0 COUNCIL LIST EXISTING WITHIN THE- BUFFER AND WETLAND I REVISIONS s, _ BOTTOM ELEV-25.0 AREA SHALL BE REMOVED BY THE LANDOWNER AND SHALL } ~ VOL = tci A [Cprop - Cexist] ~ Q 1 , ~ ~ 3:1 SLOPE , . N ~ c~ s c , » c9 \L SOD EXPOSED EARTH ~ t, BE PREVENTED FROM RE-EMERGENCE, THIS SUBSECTION } _ (1 H) (3.3 HR) (0.87 - 0.32) (0.61 4C) CERTIFICATION AND SEAL r ~ » ~ ~ SHALL NOT BE CONSTRUED TO PROHIBIT ROUTINE VOL = 4,422 FT ~ x f ~ its „ MAINTENANCE TRIMMING OF NONWETLAND VEGETAl10N IN 3 • ~ / N~ ~ 15' ~ ~ ~s c~ ~ ACCORDANCE WITH PROCEDURES DEVELOPED BY THE CITY j' ~ U~ MANAGER. VOL IN POND = 4,476.46 FT ~ ELEV 58.96 s~ 59.00 I HEREBY CERTIF>' THAT ° - THIS PLAN AND SPECIFI- ' I CATION WAS PREPARED BY )~;x~, 52 FLOW ENTERS AND C' ! 1 =s `a s~ ~ ~ EXITS THROUGH THE EXISTING AND PROPOSED WETLAND BUFFER ASSOCIATED ~ UTILITY NOTES ME OR UNDER MY DIRECT ~ ~ I ~ t SUPERVISION AND THAT I IV j ~ EXISTING CONNECTION WITH THIS PROJECT SHALL BE REVEGETATED PER THE I AM A DULY REGISTERED ~pUD i ~ g ' ' ~ E ~ s ~ , ~E~' WETLAND ENHANCEMENT PLAN. ~ 2? 1. CONTRACTOR TO VERIFY THE LOCATION OF ALL EXISTING ARCHITECT OR ENGINEER UNDER THE LAWS OF THE ' ~ LINE • ~ ~ 1 ~ ~n UNDERGROUND UTILITIES WITHIN THE LIMITS OF CONSTRUCTION sTATE of FLORIDA , . AND ADVISE. THE ENGINEER OF RECORD OF ANY CONFLICTS AND ISNI~FIED BY MY HAND IMMEDIATELY. 2. CONTRACTOR SHALL NOTIFY AND COORDINATE WATER PROJECT NAME SERVICE WITH LOCAL MUNICIPALITIES UTILITIES DEPARTMENT. BECKETT LAKE A.L.F. N t i' ' l9 'J ~ o _ „ ~Q . ~ . ~ DER;~4 . 100 YR FLOOD - ~ ~ / ~ ~S 56.9 I 3. CONTRACTOR SHALL NOTIFY AND COORDINATE SEWER ~ SERVICE WITH LOCAL MUNICIPALITIES UTILITIES DEPARTMENT. 2155 MONTCLAIR ROAD CLEARWATER, FLORIDA c C x~ 4. CONTRACTOR TO COORDINATE INSTALLATION OF ELECTRICAL DRAWING TITLE POWER SERVICE WITH LOCAL ELECTRIC COMPANY. r;ReniNr; nReiNe~F i~Tn iTv ~ ~ ti t~ ~r . ~ ~ /f, VOLUME TO BE LMITIGATED 12 CU YD cP p 28 @18 \,,y • 78 p (331 CU FT) 5. CONTRACTOR TO INSTALL PVC CONDUIT FOR TELEPHONE SERVICE 1 Z 55.0 (TO PROPERTY LINE) AND COORDINATE INSTALLATION OF SERVICE DATE 03.31.05 KZA PROJ NO. DRAWING NO. WITH VERIZON. 231-03 DER#3 ~ ~ C 1 NOTE: DISPOSE OF EARTH IN PROPOSED m 18 PARKING AREA OR OFFSITE. I 6. SEE SITE BOUNDARY AND TOPOGRAPHIC SURVEY FOR LOCATION DRAWN SCR SCALE: AS SHOWN y i 1 / f 11 ' u~ BY: E h -1' A CROSS SECTION MITIGATION D-D o rn „ nj 1 Z.; C< ~g OR o NTS I OF OTHER EXISTING UTILITIES. RELEASED To C6 REVIEWED JH CONSTRUCTION t 6 LA I 7. SEE GENERAL NOTES'SHEET FOR ADDITIONAL UTILITY NOTES. BY: of DWGS. 4 CONC. SIDEWALK ' mlh• Match Existin if Grass Planting or Other . 5' ReS. g Nan-Walkin Surface 8 8" Varies ~ Varies Paradise Develo ment 1ti p mi Itleh Existing Sidewalk g 1-1/2"R Min. 1-1/2"R Min. „ h• tlpl 1 per foot prte • St, cross slo e rlQl P S ~ Grass Planting or Other Max, , Grou .Inc. p~ c~ t' Pavement Pavement '9 0,~ Non-Walking Surface 4' 5' • a , ~ • • ~ ~ • _ 6 6 6 6 Vertical Curb • ;o• RAMP CURB ~ oa~ in Transition I . ~ i ~ / / / / Base a Bose ~ I k °~a 2901 RIGSBY LANE \ ~ , \ z z \ - - - 5ubgrnde. • - f4. I"" i . Slabgrade, ~ ~g". ~ ` SAFETY HARBOR, FLORIDA 34695 `s'oF - - - ~ ~2 ~ o~ ~ iyq ~ #4 Bar 12 O.C. Meter Post o F l / 1~;~ ~2 PHONE (727) 726-1115 FAX(727) 726-2337 °o ~1- ~ ~ Sleeve When s ~ ~ ~ s~ F - - o~~~ oc~~ is - Required ~o G'e'e Exist. T e I Curb Flow Line ~LPC~,6 s~ yP Remove Back of Curb DETAIL CONSTRUCTION ALTERNATE p ETAIL OF SIDEWALK ss°~' oP~'o~ 9 If Rxlsting y `P~ PARKING ONE SIDE ONLY. RETURNED CURB RAMPS NOTE: Concrete to be 3,000 psi, with fiber mesh reinforcing. If °x" is less than 48" then ~ SEE CURRENT FDOT DETAIL 304 FOR the slope of the flared side o DIMENSIONS OF TACTILE SURFACE shall not exceed 12:1. ~ ~ 2-1/2" min ~ I-- 2» min , fSOMETRIC VIEW ~ NOTES: 1. Meter ost sleeve shall be 4" i.d. P.V.C. N P cut to 12" lengths. VALLEY GUTTER CURB \ N CURB DROP CURB : • • . 2. Contractor shall select method of construction. ~ CONC• RAMP .:•;'d. There shall be no variation of unit rice bids. ~ TRANSITION CURB TRANSITION BACK OF SIDEWALK a; ' ' • • ' • P I Textured Surface „ „ \ ~ I I \ I ~ j u1~ ~ ~ 3. Meter post locations shall he marked by an x in the concrete. ~ a~ ..J_ e a . 4" 4. Concrete to be 3,000 P.S.L, with fiber mesh reinforcing. - - - - - - - - d a ' FLOW LINE 12:1 MAX, 7-3/4° #3 Bar 7-1/2" ~3 Bar. Typical Typical ELEVATION A-A sand SECTION B-B TYPE.A ~ TYPE C i~ - NOTES: \ / 1. Ramps are designed to• the 4" LD. P.V.C. Pipe Uniform Federal Accessibility Standards CITY OF CLEARWATER, FLORIDA CITY OF CLEARWATER, FLORIDA to comply with the Americans with Disabilities Act. PUBLIC WORKS ADMINISTRATION - PUBLIC WORKS ADMINISTRATION 2. Ram s Shall Have a Tactile Surface, Textured to a ENGINEERING PARKING METER POS ENGINEERING pp 1 4 14 95 REDRAWN BY DATE T CITY OF CLEARWATER, FLORIDA PUBLIC WORKS ADMINISTRATION De th Not Exceedin 1 8 b use of Tam or roller / / Iswnetrlc view redrawn TYPICAL SIDEWALK REDRAWN eY .DATE P 9 ~ Y P P.w.o. ~ s3 Novo CONC SIDEWALKS ENGINEERING REDRA'AN BY OA1E In Conformance with Re uirements of FDOT , , 95 aiECKEDBY CURB CUT RAMPS SLEEVE DETAIL e s2 Roadwa and Traffic Desi n Standards Detail 304 / Added note T.C.J. NDEO%9ND. 1 A/a/D2 Rev. Notes A•Q CNECKED BY METER POSTS MOEx N0. Now ~ p Y 9 ~ PHYSICALLY HANDICAPPED 14 Or Most Recent Modifications. REY. DATE DESCRIPTION App, OESICN~ HBY, 2 OF 3 REV. DATE DESCRIP11oN App, DESICNm BY IN PARKING LOTS 1 4/9/D2 Rev. Notes R,a CHECKED BY WHEEL STOPS INDE%N0. DESCNm~eY REINFORCED CONCRETE REV. DALE DESCRIP110N App• R.C.S. ~ OF ~ C.M.H. 1 OF 1 1'-0" Pick Hole HANDICAPPED SICN STANDARD PRE-PAINTED f SEE INDEX No. 119 DISABLED PARKING SIGN T 'Min. 4 Required WHITE BORDER 'a,.gi<;ar; ON 1/B° THICK SHEET ! u.,~.2.,.:. i & SYMBOL ~ 3.",n:: ALUMINUM BLUE BACKGROUND ~ 3 s coNC. wALK RAMP DDWN CONC. WALK . a ~P R Wq T ~'=gig.. '£~£.~~r: SEE INDEX N0. 109 ~aaK.~~ I m • PARKING BY f BLACK BORDER DISABLED ~ V ~ , t.$:i fi' WIDE TRAFFIC BLUE 6' W70E 1RAFFlC WHITE & LETTERS PERMIT I,= STRIPE (TYPICAL) STRIPE (TYPICAL) ii U S T O R M ~ ' WHITE BACKGROUND ONL ~ ' Y '1 SEWER ? .Non Skid RING -HALF PLAN Pattern BLACK BORDER X255 FINE TR E'' & LETTERS rn AFFlC WHITE ;eau fired ? ? ? ? ? Required WHITE BACKGROUND F.S. 318.14 ~ x~ N ?F L P? + ~ o p ALL LETTERS ~ j •m ' s1ROKEy „ „ N o o ~IYPICAL) g 1" SERIES C , I - 36" .o ~ ~ l ~ 23" 2" HOT DIPPED GALVANIZED 60• 21" SOLID COVER STANDARD WEIGHT STEEL PIPE A Machined Surface Xll ~ s_D' N 4 ' ' '.4 ' d' I I d ~ a . 'p ?3' p .'.4'..' .Q .a I~. rn I Io ' NOTE: 22-3/4" • ~ ! ~ All pavement markings to be thermoplastic. III - a~., a'. -III _ 2' TYPicAL ''I - h . 8"X2' 6" CONCRETE MASS. ( ) it _ _ T2'-D' s'-a' 9 I Ir ~ FINISH TOP OF MASS LEVEL 17'-0' - ro WfrH A SLIGHT RAISED WASH - I I~ APPROXIMATELY 1 2" ABOVE rn / RING -SECTION Machined Surface - . h . , - ~ LEVEL OF TURF/SOD. a I I a Minimum Weight 7" 232 lbs. ;u a 9" 278 lbs. SOLID COVER SECTION m NOTES NOTES 'Minimum Weight 128 lbs. MQY 12 2005 1. Where roa CITY OF CLEARWATER, FLORIDA CITY OF CLEARWAY 1. Where roadway base is 8" or thicker use 9" ring, .all other cases 7" ring is permissible. CITY OF CLEARWATER, FLORIDA ~1ANNINGDEPARTMENT' B' PUBLIC WORKS ADMINISTRATION ER, FLORIDA all other I PUBLIC WORKS ADMINISTRATION 2. Manufactu ENGINEERING ENGINEERING 2. Manufacturers model of storm ring and cover to PUBLIC WORKS ADMINISTRATION REDRAWN BY - DATE RED wN BY DATE be a rOV AC TYPICAL HANDICAPPED 5 99 S 99 PP be a roved b Cit En ineer. ENGINEERING ~9~Q~~L~ARWATER P P Y Y g REQ~A~ BY DALE CHECKED BY INDEx N0. CHECKED BY TYPICAL .SINGLE wDEx Na 3. Perforates 1 t2/S9 Updotad Flne M.a M•a, SIGN DETAIL t19 M.D. 3. Perforated covers, when required shall be similar rvrv 3 00 CHECIfED eY STORM SEWER INDEZ Na HANDICAPPED STALL 11e t0 SOIId C REV. DATE DESCRIPTON App, DESIGNED BY REV. DATE DESCRIP710N App, DESIGNED BY M.G. 1 DF 1 1 OF 2 to solid covers.. w•~•s• MANHOLE COVER zot I~L.I f 1_~.~11 ~L ~ f~~~~~.lA I ~~I N~ REV. DATE .DESCRIPTION App, DESIGNED BY ' o.c.a. CIVfi ~N~IiV~.trRIN~~ ~A(~17,5(~gPF~RCr~lr~cT(iKF .FI an. , See Index No. 201 ?olEf;~nr~iseiionnr,su`1rE4o-i_':~ - ShFE,CYH~Rt;L~R,Fl:~~l^".9"E~= J.~ PHO~'~E'72Z793.9F&1 Fnk• ;i ~zzr~.9.v~ss FJvihll•<KEI(HC~KEfTII~~1tC~D'; .Varies Clay Or Cement ~ tt,.'"^'~,t "r'ay' F -.-+.:.,,.e*~t~ +e~..~.~' - Brick Masonary T At Terminal Manhole Q i \ m Bottom Of ° A 3 A o Corbel ~ U ~ - - "D" Min. o 8 8 o Or To Suit Pipe o „ N 12 12 N0. DATE BY DESCRIPTION CONST. o „E,. 0 N N C n I REVISIONS V 'I CERTIFICATION AND SEAL O ~ S uare'Bottom °:••::p:'.••.•~.~ .•:••a•~:••'••o:~•• : e;.•~ Permitted ••:.•~.••.•;.?•..•..d•.•;.•4•~.•.,a. •...•.q~ PLAN SECTION A-A I HEREBY CERTIFY THAT THIS PLAN AND SPECIFI- CATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I > A B C D E F G ° AM A DULY REGISTERED ARCHITECT OR ENGINEER ~ Shallow 0'- 4' 2'-6" 4' Max 3'-6" 24" Max 8" 3 at 12" E.W. r „ # UNDER THE LAWS OF THE o Standard 4.1 - 6 3 -6 6' Max 4' 30" Max 8" #5 at 10" E.W. I STATE OF FLORIDA AS SIGNIFIED BY MY HAND Dee 6.1'- 10' 3'-6" 7' 10' 4' 48" Max 12" " N P #5 at 10 E.W. AND SEAL. o Deep 10.1'- 14' 3'-6" T 14' 5' 48" Max 12" 5 at 10" E.W. MI O PROJECT NAME N CI NOTES TY OF CLEARWATER, FLORIDA = PUBLIC WORKS ADMINISTRATION ° 1. All concrete to be 3000 p.s.i., ENGINEERING BECKETT LAKE A.L.F. ~ with fiber mesh reinforcing. RED o~ BY o0 ¦ . / / Rev. Notes R.G, cHEacm eY STORM SEWER 2155 MONTCLAIR ROAD U 1 4 A 02 W.J.S. INDEX N0. MANHOLE DETAIL 202 REV. GATE DESCRIP110N App, DESIGNED BY CLEARWATER, FLORIDA D.G.B. 1 of ~ DRAWING TITLE Yp J GRADING & UTILITIES DETAILS Y V d _ m DATE 03.31.05 KZA PROJ NO. DRAWING NO. 231-03 E 0 z ' DRAWN SCR SCALE: AS SHOWN rn c BY: ~3 o i RELEASED TO C7 0 REVIEWED JH CONSTRUCTION BY: OF DWGS. s N _A INTERCEPTOR CELL SIZING CHART Paradise Develo ment p r` ' 958 / r ~ 4 I~~ T-~ CAPACITY A B C D E . I. I GROUT BDTH SIDES ~ I, 750 T-D' 4'-8" T-D" 4'-3" 3'-11" Grou Inc • i;leanaut FlI,;;:I I I { - - ~ 1000 9'-0' 5'-0" T-2" 4'-2" 3'-10' p n.t.s. j 1 ~ ~ ~ CLEAR ACCESS r \ ~ ' - 1250 9'-0' 5'-0" T-2" 5'-2" 4'-10' INLET OPENING I ~ 1 OUTLET 6 INLET .l, r Brass Cleanout Plu ~ 9 ~ ~ _ ~ ~ I: General Notes: 2901 RIGSBY LANE I PRECAST BAFFLE 4" THICK-s :I T~~- ~ ' P ~ y p SAFETY HARBOR, FLORIDA 34695 I: 1, The interce tors tem ma consist of multi le „ 10 5 8" ~ 1. j ~I, interceptor cells, if required greater than 1250 gallon Concrete Pad 4 / Thick x 1 -6 Sq. ~ - ,I p y PHONE (727) 726-1115 FAX(727) 726-2337 I ca acit . g 7/8 I' - - - - - 2. One sampling cell per system shall be installed at slat BOTH sloes outfall to main. INTERCEPTOR CELL SAMPLING CELL 3. Concrete wall coating. taking into consideration the 6" or 8"- 1/8 Bend Concrete Pad 4" VENT PIPES PLAN VIEW water-oil mix. ~ OP110NAL Thick x 1 -6" Sq. NT PIPES LOCKING FRAME & COVER 4. Contractor to supply & install all piping and AIR & GASTIGHT DPTIONAL TOP OF CDVER TO MATCH Sanitary tee 9, clean-outs for cleaning toward and Plug ~ E%ISTING GRADE/PAVING I~g' OR LARGER aWOy from interceptor (OlternOte duol sweep WHERE APPLICABLE clean-outs). (See Note) 1' 5. Contractor shall assure 2,500 PSI minimum soil 6" or 8"- 1 8 Bend - bearing capacity ®bedding elevation. - - 8" NOTES; INSPECTION TEE 1YP. JJ J OUTLET TO Plu if at Terminal 6° or 8" PVC Und 9 erdraln ` End of System Sewer Main 13 1 2" I"L~ INLET N I I .I f SANITARY 1. COnCrete: 4500ps1 ®28 day, / T - sEWER MAIN 2. Rebar ASTM A615 Grade 60. T - - -9 - - - I - - - - - 3. Mesh: ASTM A815 Grade 65. 1 L _ Flow-? Low End i. L 1 - I 4. Design: ACI3 18-83 Building Code I C - -,I ASTM C857 Minimum Structural c I c ~ ~ ~ Design Loading for' Underground ,I I ~ Precast Concrete Utility Structures 5. Loads; H-20 truck wheels w/30% impact N.T.S. I° E PRECAST BAFFLE h 'I' D per AASHTO. I" 4' THICK "I 6, Fill w/clean water prior to start up of „ N.T.S. NOTE: Cleanout lu 1 ~ I system. 6 or 8 PVC W e p g to be Y U.S. Foundr 7 y 621 ~ 7. Gray water.-only, black water shall be or equal ~ T ~ f.; carried by separate sewer. I i'-o' I , CITY OF CLEARWATER, FLORIDA PUBLIC WORKS ADMINISTRATION CITY OF CLEARWATER, FLORIDA - Note: ENGINEERING ENGINEERING DEPARTME NT CITY OF CLEARWATER, FLORIDA STANDARD REDRawN BY DATE Cleaneuts to Face Upstream B.V.D. 3Aoo STANDARD ENGINEERING DEPARTMENT 3 LENGTH LENGTH REDRAWN BY DATE CHECKED BY UNDERDRAIN INDEX Na A 11 07 95 CHECKED BY CLEAN OUT INDEX ND, M.D.Q. CLEAN OUT 221 W.J.S, INTERCEPTOR CELL SAMPLING CELL cHE HED BY GREASE INTERCEPTOR INDEZ ND. (sanitary) 304 REV. DALE DESCRIPTION App, DESCNEO BY 1 OF ~ REV. DALE DESCRIPTION ppp, APPROVED BY R.F.G. STORM SECTION VIEW SEE MECHANICAL PLANS a.D, 750-1250 GALLON 3°~ T.C.J. ~ OF 1 FOR SIZE DESIGNED BY D.S. .1 OF 1 P.1/.C. PIPE RESTRAINT n•t.s. ~ n.t.s. THE FOLLOWING JOINTS. MUST BE RESTRAINED IN ALL APPLICATIONS: 1. BEND -INLET AND OUTLET ~ , 2. TEE -OUTLET BRANCH L 3. OFFSETS -INLET AND OUTLET 4. CAPS Back of Curb 5. PLUGS Max. 15' -Min. 4' or 6. DEAD ENDS 7. HYDRANT RUNOUTS SHALL BE RESTRAINED AS DEAD ENDS Ed e of Pavement Connecting Piece w/integrally p Fire H Brant Assembl 18" Min. 9 Y y 24" Max. cast Mech. Joint Gland on (TYP ) one End-D.L Rotatable Mech• ' Distance Varies Valve Box Joint Gland on Other End: L d ~ Megalug .Restrainer (TYP•) I ~ Len th Varies •~y~v > ~ g \ ' (See Note 1) Valve and H ydrant Tee w/D.I. Rotatable Mech. Joint c ~ Gland on Plain End Branch• 0 Mech. Joint C Ebba 1500 Series (Typ.),' Valve I N ~ Mech• Joint Valve ON ALL TEES, A MI ALL TEES, A MININUM OF 5' SHALL BE I ~ I E ~ ~ ONLY APPROVED RESTRAINED ON EA L =MINIMUM LENG' .TRAINED ON EACH RUN LEG E ~ MINIMUM LENGTH TO BE RESTRAINED ON EA Kennedy Guardian No. K-81A FIGURES BASED (TRAINED ON EACH SIDE OF FITTING (ft.) ON ' ~ Muller Centurion No. A-423 , 8 PVC MAXIMUM S JRES BASED ON 30" DEPTH BURY, 150 PSI TEST PRESSURE, PVC MAXIMUM SIZE USED IN SYSTEM U.S. Pipe Metropolitan Water Main NOTE: THRUST RESTRAINT AT FITTINGS AND VALVES SHALL BE BY USE OF EBBA-IRON MEGALUG RESTRAINERS. THRUST RESTRAINT NOTES: NOM. ELE NOTES: 1. On OM. ELBOWS (deg.) VALVE BETWEEN PIPE JOINTS SHALL BE BY EBBA IRON SERIES 1500 Restraining Joint (Typ.) Hydrants Requiring Runout PIPE 1. Steamer Connection to Face Street. Last Two Joints Must Be Restrained SIZE 11.25 ' IPE TEES' DEAD RESTRAINERS. 2. All Fire H d a CITY OF CLEARWATER, FLORIDA ~ 2~ y r nts to have 5 1/4 Valve Seat. Per Detail 403 (2 of 2). CITY OF CLEARWATER FLORIDA 'ZE 11.25 22.50 45 90 BRANCH END SAY ~ 205 3. Fire Hydrants Shall be Placed at Street Corners PUBLIC WORKS ADMINISTRATION PUBLIC WORKS ADMINISTRATIO 4 2 ENGINEERING ENGINEERING N 4 2 4 9 21 28 46 CITY OF CLEARWATER, FLORIDA ~L~NNING DEPARTMENT or in the R.O.W. Adjacent to Side Lot Lines REDRaxN BY TYPICAL HYDRANT DAB REDRaxN BY 6 3 B.V.D. pi ~g gp TYPICAL HYDRANT D ~ 6 3 6 12 29 47 65 PUBLIC WORKS ADMINISTRATION ~iTYQFCLEARWATER ENGINEERING Whenever Possible. cHEGKED BY SETTING INDEx No. B.V.D. 01 15 92 8 4 G.C.H. CR05S-SECTION 402 cHEDKED eY SETTING INDEx Na 8 4 8 16 38 66 85 RmRAWN BY B,V.D 9 02 99 4, See Sheet 3 for Typical Connections & Fittings. REe DATE DESIGNED BY aD2 DESCRIP710N App, DESIGNED BY PLAN VIEW T.C.J. 2 OF 4 REV. DATE DESCRIPTION APP, CHECKED BY THRUST INDIX N0, RESTRAINING L FF / ASS~CIAT~J~' iINC~ G.C.H. 3 OF 4 REV. DAZE OESCAIP110N APR DESIGNED BY 4D3 I`LyI ~ ~ LA 1 Al.. G.C.H. 1 or 2 CIV~~F,~VS,INfTt»~iNG L~NDSCA~[~FLrIITP~ TURF. fLANMN ~ ' ~ 7GIENIERPRISE0.0AOE,SUrE9M,` B 0 WO FF D TA L 0 SAFE71' yARI1Q(?,, FLOR.ID1346 b 0 ~ PHONE T1Z7999888' n.t.s. o 0 ~y q0 ~ FAQ. 727793.985 o 0 0 0 0 I(~~~JJI/1 0 0 0 EMAII«KefiNOKErtNZAY^~ cCf! 0 0 'peg. ~ r.,, » ~Ii 0 Meter Box Top View Top. View 'i• A roved Backf ~ _ pp low Water ~ Ford Met r Approved Backflow ~ e Flange Prevention Device ,.a / (Flanged) Valve Box Ford Meter Flange. Prevention Device (Flanged) rfx. Ford Angle ~ Ford Ford Angle Valve (Flanged) Flow _ Valve Valve (Flanged) Flaw ~ E Cv ti? - 4 D.I. S Brass Nipple Meter - BraSS Nlppe N0. DATE BY DESCRIPTION CONST. N 4 Gate Valve Flan ed ( g ) Meter REVISIONS (Flanged) CERTIFICATION AND SEAL ~ ~ ~ •o ~ ~ .o ~ 0 0 ~ ~ E a~ o ~ ~ o ~ I HEREBY CERTIFY THAT 12" ~ cn 12" ~ ~ THIS PLAN AND SPECIE(- U CATION WAS PREPARED BY Water Main v d ° ° ME OR UNDER MY DIRECT SUPERVISION AND THAT I 0 e AM A DULY REGISTERED i 0 ARCHITECT OR ENGINEER UNDER THE LAWS OF THE I n s TYPICAL PARALLEL DEVICE sTATE OF FLORIDA AS SIGNIFIED BY MY HAND TYPICAL SINGLE DEVICE 1 1 2 and 2 MODELS Norf. ° a 90° Bend 1~' AND SEAL. °i MJ X SLIP NO Parallel device inst M to maintain a con' ~allel device installation is employed whenever it is vital maintain a continuous supply of water and where. Device must be installed level• interruptions for tt erruptions for testing and servicing would be unacceptable. PROJECT NAME N Device must be in CITY OF CLEARWATER, FLORIDA CITY 0 vice must be installed level. F CLEARWATER, FLORIDA PUBLIC WORKS ADMINISTRATION ~ ~ PUBLIC ENGINEERING APPROVED R.P. DEVICES APPROVED DOUBLE-CHECK VALVES WORKS ADMINISTRATION CITY OF CLEARWATER, FLORIDA BECKETT LAKE A.L.F. 2 REDRAWN BY ~ DA1E ENGINEERING APPROVED R.P. DE ~ B.V.D, pg 16 gg Hersey-Beeco Model FRP II Hersey-Beeco Model FDC REDI~v~ Br ryPICAL METER SETS W DaTE PUBLIC WORKS ADMINISTRATION ~ PROVED R.P. DEVICES ~ APPROVED DOUBLE-CHECK VALVES ENGINEERING CHECI(ED BY BLOWOFF INDEX ND, Watts Model 909 or 009 Watts Model 709 or 007 02 94 Hersey-Beeco Mod G.C.H. DETAIL 404 Conbraco 40200 Conbraco 40100 CHECKED BY BACKFLOW PREVENTERS INDEX Na Watts Model 909 a •sey-Beeco Model FRP II Hersey-Beeca Model FDC REDAAV~ BY DA 2155 MONTCLAIR ROAD REV, DATE DESCRIP110N App, DESGNED BY ~ ~ Z and 2 MODELS 405 a A.S.B. 1 of 1 REV. DALE DESCRIPTION App, DESIGNm BY Conbraco 40200 Lts Model 909 or 009 Watts Model 709 or .007 cHECMKEDPBY PARALLEL METER SET i DEK No. CLEARWATER, FLORIDA tbraco 40200 Conbraco 40100. DESGNED BY 405 DRAWING TITLE w 20F5 Y REV. DATE OESCAIP110N APP. 5 OF 5 v J ' GRADING & UTILITIES DETAILS ti • Y u m m ` DATE 03.31.05 KZA PROJ NO. DRAWING NO. d E 231-03 0 z DRAWN SCR SCALE: AS SHOWN rn c ,3 BY. 0 0 RELEASED TO C8 REVIEWED JH CONSTRUCTION BY: OF DWGS. f NOTES: )TES: 2"x2° Stokes ~ 2' in the ground Paradise Develo ment ' 1. Single row of ~ Wire Tie Single row of Strawbales or Silt Fence to be placed prior to the start of rough grading, ugh grading, soles buttes tightly together • • C7roU Inc Stop Less Check 2. MAINTENANCE: MAINTENANCE: All erosion and siltration control devices shall be checked .,.:;;.;w.,,r ~ TEMPORARY BLOWOFF regular) , es eciall MUELLER H14350 with Lock Wing and 2 Ball Valve v p gularly, especially after. each rainfall and will be cleaned out and/or ,repaired 1 as required, Compression inlet or approved equal required, w AND SAMPLE TAP LAKE ,MS ~ ~ i' Hose Bibb ~ 1r r y ~~~w~~~~ 2901 RIGSBY LANE ~ Threaded Corporation Stop + ~e ~~r ~ ~ ~ ' u~~~ SAFETY HARBOR, FLORIDA 34695 MUELLER H15008 3/4" Galvanized ` ~ ~ a~t~~ ~z~~~o-l ~ PHONE (727) 72b-1115 FAX(727) 726-2337 or approved equal ~ ~ ~ ~ ~ ~ TAP AT 45° ANGLE ~ Saddle re uired on q Preassembled Silt Fence or Strawbales (optional) STRAWBALE 5LT BARRIER 4" P.V.C. onl 2" Galvanized Y ~'E'~.' ti Tubin .;.5, Water Service g 2 Cor oration ADJACENT Driscopipe 5100 or Endot/Yardley p HOME ACENT PROPOSED ADJACENT FLOW OME FOOTPRINT HOME ~ ~ ~o~ Saddle shall have double X, Blue Jet, SDR 9, 3408 Polyethylene O OF HOME silt srop ~ ~ ~ ~ stainless steel straps Past with epoxy coated ductile iron bad . Tapping Saddle - y r°`r~i 3 ~ ~ ~ . Water Main o ---E--- I ~ SOLI ~':+'••a b. `~i Y i CH ~0 R N ATI ON TAP RECOMMENDED ,;,:('•:'.~~•;.,.,r;.-~":; Y~4.'', PROPERTY LINE Evenly spread straw `4,;,~~ ^ r r wvY 1, , r~,,p•; „ e Restrained 2 TOP CONNECTION from aprozimately TOE-1N • • ' % 4-5 Strawbales ~~~'+'M'`"'"°~'`~"~~~iy Tapped Plug a~% ax;,~,~; ,~<''~':~;;y ~.1J..; a;~'~'T,~;„,k>'°~a,:::.';., full width of R~W ,~,r,:~;,~~w ;a, ~~,:a ~M; ~ cusuaNy 15 feet> PREASSEMBLED SILT FENCE CITY OF CLEARWATER, FLORIDA CITY OF CLEARWATER, FLORIDA ~:~°~..t:~~>~~'` .~j y , CITY OF CLEARWATER, FLORIDA PUBLIC WORKS ADMINISTRATION PUBLIC. WORKS ADMINISTRATION ENGINEERING END CONNECTION ENGINEERING PUBLIC WORKS ADMINISTRATION REDRAWN BY D TE REDRAWN eY TEMP BLOWOFF D TE B.V.D. CHLORINATION TAP 06 25 91 B.V.D. O6 24 91 cuRe & cuTTFR ENGINEERING REDP~ DY 51NGLE FAMILY HOME zD1AD se CHECKED BY INDIX N0. CHECKED BY AND 1~ 8/7/95 Chg. Service Tubing type G.C.H. G.D.H. 408 ~ IN 4D8a CITY STREET ~ cHECKEO aY EROSION CONTROL DETAIL INOEx rlo. DESIGNED BY SAMPLE TAP ~ REV, DALE DESCRIP110N APP. DESIGNED BY 1 OF 2 REV. DATE DESCRIPTION .APP. 2 OF 2 G.C.H. G.C.H. Desi N~o er TEMPORARY STRAWBALE saD REV, oATE oESCRiPnoN APP. RaM SEDIMENT BARRIER t of t Stabilize Outermost Bank With , Sediment Tra Sod or Other Suitable Material 3 P SPACING OF POSTS FILTER FABRIC TO BE 6-10 FEET APART MATERIAL ' v 4 DOUBLE STANDPIPE • . CONNECTION ' 6,. THICK CUNCR~TE-......_- n ~ j5'{, N?' `ay Earth • Berm • • , . . . . • DOUBLE STANDPIPE 2' MIN, FOR ADDITIONAL STRENGTH CONNECTION - 5" STOLTZ FLTER FABRIC MATERIAL CAN BE ATTACHED TO A 6-INCH (MAX} ' MESH WIRE SCREEN WHICH HAS ~'r~~\ BACKFlLLED TRENCH BEEN FASTENED TO THE POSTS 6° THICK CONCRETE d a? ai , ~ , PLA N VIEW 8' Min. , Bales of Straw Water Level During Storm Staked Down 2' Overflow Pipe - _ - FILTER FABRIC d I ~ ~ Fas~RNE~ Ta THEY ATTACHING TWO SILT FENCES Sediment Tra 2' Min. . p T Earth Berm POSTS OR IF USED THE WIRE MESH Min. 2:1 Slide Slope Splash Pad and/or Stabilization 6" .FIRE .LINE APPROXIMATELY 8 11 Stabilized Slope Required if Pipe Empties into 'INCHES OF FILTER PLACE THE END MAY 1 2 ~QQFJ FABRIC MATERIAL POST OF THE CROSS SECTION other Tnan Body of water. MUST EXTEND INTO ~ SECOND FENCE ANCHORED WNW BE ~ ~ ~ INSIDE THE END PLANNING DEPARTMENT CITY of cLEARWATE F o FIRE DEPARTMENT R, L RIDA COMPACTED FIRST PENCEE ~I~OFCLEARWATER ENGINEERING DEPARTMENT BACKFILL MATERIAL CONNECTION • REDRAWN BY DALE T.L.M. 10 17 94 N.T.S. WOOD OR t;~ FILL WHERE TREES ROTATE BOTH cHECKED er TEMPORARY EROSION INDex No. STEEL POST ARE TO REMAIN POSTS AT LEAST \~J ~ 18D DEGREES IN . , CONTROL SEDIMENT 606 • REV. DATE DESCRIPTION APP. APPROVED BY 1 OF 1 - BASIN ,:J RUNOFF ~ A CLOCKWISE K.~ ITI~ ZAYAC ~'r~,55O~IAT~.J, IN~ ~ ~ DIREC110N TO JI,~,NGINCCR1hG~,,'J.~NpSCAP~AR~t11TECtURt~ PIANO CREATE A TIGHT ~ ~ ~ - SEAL WITH THE ~olEn-reRrnlseiionnE,su(rEgr"a ~ ` ~ ~ V ~ ~ ' .SAFELY NAR(3a FL(MJD\31G9r F^~ FABRIC MATERIAL ~ NOTES: CONCRETE MASDNRY WALL CONSTRUCTION ~t f~ ~'N~NE 727,'~;~9RR9 ~ t' - r t ~ 1.) WALLS Materials, construction and quantity control of masonry shall be in accordance FAX 7277939 ~ ~ ~ EMAILKEITNaKEi111ZAYAC.(OPif ~ ~ y~, ~ DIRECTION OF RUNOFF WATERS a~ a.) New construction: maximum 6'-0' high and constructed of with Uniform Build(ng Cade (UBC), Chapter 24. General conditions and concrete block (8"x8"x16"). Materials used should be consistent construction requirements shall be applied as specified in UBC, Section 2404 (f), 10 INCHES . ~ r (MIN) ~ , 1~ ~ ~r ~ .a.;~•+a ..A with those used in the construction of and architectural style of during grouted masonry work. the principal building. (Section 3-802 Materials) 1. All reinforcin steel shall be deformed bars conformin to ASTM A-615 ~i ~ APPROXIMATE + + ~ DRIVE BOTH F r, ~ ~~`1'''~~•:~'~`''~, 4-INCH BY POSTS ABOUT 1D _ Grade 60, Vertical reinforcement shall be placed in the center of the ~•.~l, ~ ~;f,*, INCHES INTO THE 4-INCH TRENCH ~ ~ ~ GROUND AND b.) Existing: maximum 6' D' high replacement materials can be masonry cell, and shall be held in position at the top and bottom. made of the same materials as long as they are made of BURY FLAP 7~!' , , approved opaque material, 2. If a slab dowel does not line-u with a vertical core it shall NOTE: DO NOT TRENCH INHERE TREES ARE TO 14'-8" P not be sloped Tie beam 2. FOOTINGS more than one horizontal in six verticals (1:6). with ) REMAIN, USE FILL OVER - - - - - - - - - - - - - 2-#5 rebar continuous 8"x16" concrete w/2- #5 continuous rebar imbedded. 3. Horizontal wall reinforcement shall be standard trues type DUR-O-WALL (or LOWER LIP, I - - - - - - - I 3. CONCRETE SLAB equivalent) at 16' o.c.. I- ~ ~ 12' ) CITY OF CLEARWATER, FLORIDA Swirl ate t Monolithic, min, 6" thickness w/Imbedded fi"x6"/ 10x10 welded 9 9 (yP) 4. Hollow Load-bearing Concrete Masonry Units shall be normal weight „ I clearance min. wire fabric (W.W,F.), 3000 P,S,I. with fiber mesh reinforcing. conformin to ASTM C-90 with a minimum cam resolve stren th o PUBLIC WORKS ADMINISTRATION ENGINEERING I 6 die. Steel bollards 9 ~ p g f 1,900 E I PSI. DeBw r INSTALLING A FILTER °A~ $ I o canc. Filled (typ) I 4.) CONCRETE FILLED CELLS wECBK G eY FABRIC 51LT FENCE IN6D N°, w ~ With 1-#5 vertical rebar tied to footer steel at each corner and 5. Mortar shall be type M ar 5, in accordance with ASTM C-27D. Place all ' every 4' O,C. masonry in running bond with 3/B mortar joints. Provide complete coverage 10 -8 ~ I I I 1- 5 at 4' center " REV, DATE DESCflIPTIDN App, DESIGNED BY 1 OF 3 # face shell mortar beddln ,horizontal and vertical. I I ~ m~ I s' g ~ U a ~ drop pin 5,) GATES N0, DATE BY DESCRIPTION CONST. $ ~ to a I I (tyP•) Constructed of min, 1-1/2" diameter galvanized tubular steel 6. Coarse grout shall conform to ASTM C-476, with a maximum aggregate size N 48" ~ 12' I w/privacy-type slats inserted in galvanized steel mesh fabric, of 3/B", 8" to 10" slump, and a minimum compressive strength of 2,5D0 PSI at REVISIONS Max Gr de hinge-mounted an min. 3" diameter galvanized steel post. 28 days. N I clearance min. i Gates d o 7, Minimum 3" X 3" clean-out holes saw-cut are re uired at the bottom course CERTIFICATION AND SEAL r 14 ( an p st constructed and installed per applicable building e 00 code by licensed fence contractor). ( ) q • ~ of all cells to verify grout placement, Clean-auto shall be sealed after " asonr - - „ 6 6.) DROP PIN m y inspection provided in accordance with ACI 531 4.6, and before s ' " " rout I I Wing gate (typ.) 6 1/2 die. 18 long metal rod gate latch. Provide 3/4 die. hole 9 ing. ¢ 3000 ps.l. concrete slab with I HEREBY CERTIFY THAT THIS PLAN AND SPECIFI- flbe es - 6° into concrete for rods. In asphalt provide a 3/4" P.V.C. 8. Pria t Min. r m h reinforcing r o grouting, the grout space shall be clean, with no mortar protections L - _ - - - J 8 x 16 concrete footing sleeve, 6" long, or equal, renter the "mortar dro CATION WAS PREPARED BY ME OR UNDER MY DIRECT I w 2- 5 rebar t monolithic,. min 6" thickness, g ~ , ppings or other foreign material. All cells shall be in 3 / # (yP) „ vertical alignment, and shall solidly be filled with coarse grout as specified, ~ 6x6 / 10x10 W.W.F. 7,) SDIL SUPERVISION AND THAT I AM A DULY REGISTERED o ~ Soil bearing capacity to be at least 2,500 P.S.F. 9, During placing, grout shall be consolidated with flexible cable vibrator. Flrst ARCHITECT OR ENGINEER ~ PLAN grout pour shall be stopped a minimum of 1 - 1/2" below the tap of the j drop pin hole middle bond beam masonry. UNDER THE LAWS OF THE STATE OF FLORIDA .ELENA ~ TI ON o N.T.S. (typ.) AS SIGNIFIED BY MY HAND AND SEAL. m N.T.S. N I I G I ~ ~ PROJECT NAME N CITY OF CLEARWATER, FLORIDA BECKETT LAKE A.L,F. CITY OF CLEARWATER FLORIDA o PUBIC WORKS ADMINISTRATION PUBLIC WORKS ADMINISTRATION ¦ ENGINEERING ENGINEERING 2 DRAWN BY 981 DRAWN BY DATE 2155 MONTCLAIR RDAD EA. 6/01 c u, 1 4/6/02 Rev. Notes R0. CHECKED BY DUMPSTER ENCLOSURE INDIX N0. CHECKED BY DUMPSTER ENCLOSURE INDIX N0. CLEARWATER, FLORIDA D.N. 707 1 4/9/02 Rev. Notes R.& D N 701. REV. D DESICNm BY SINGLE NOTES ATE DESCRIPTION App, 1 OF 3 REV, DATE DESCRIPTION App, DESIGNED BY 3 W 3 DRAWING TITLE P.H. P.H. Y O J GRADING & UTILITIES DETAILS Y DATE 03.31.05 KZA PROJ NO. DRAWING NO. V N m 231-03 d v DRAWN SCR SCALE: AS SHOWN BY: z rn RELEASED TO C9 c .3 CONSTRUCTION REVIEWED JH OF DWGS. 0 BY: Paradise Develo ment LEGEND p GRAPHIC S( APHIC SCALE _ ~rou ,Inc. D zo <; , i ~ t o so ~o ao TYP TYPICAL ' iz , ~ .i ; ; ~ , . „~~n.w..~.~.~~„~~®,..~~a. PROPERTY LINE ' ' , / ...r , , ~ ~ (IN FEET ) ( IN FEET) 2901 RIGSBY LANE 1 inch = 40 , , ,k , • . , r M inch = 40 rt, ~ EXISTING TREE TO BE SAVED SAFETY HARBOR, FLORIDA 34695 I , , , , . . i , ; ' : , , ~ . , ~ ' , , , ~ r , r , r. „ .i (i.h1 PHONE (727) 726-1115 FAX(727) 726-2337 .il J_~ , , ,."~J, EXISTING TREE TO BE REMOVED "o r`r . _ r 1l i ~iS'. F f ? 1 J ~ ? I rY f J , y,Y r r r ~ GENERAL LANDSCAPE-NOTES - , a 1„1• rr . ~ , J.: : , r i ~ , t r ~ . t ~ 1' , F-: _ ...r.......... , s a . " fi' " x "SITE •a~, r i'? I' S 89 35 32 ti ~ ~r ~ w ~ IN ~ , ~ ~ a . F v r` r;' <,,.,3,~ r:; 1 1 m I I 1 t t 1 I I 1 TkIANGLC t~'p) ~ r , `1, `T~e Landscape Contractor shall grade planting beds, ds required, to provide positive drainage and promote optimum .a . plant growth. r r<. _ 688.11 s , _ . m s. ,r ' ' 1 y:.. , >:a. .nc ~ £f_ ~r'- .gam. ~ N ~ Vr y ,s .._:,„_.;aa '"I' ~+-^^.,,..~--~y~M ~j.,, ~,,.~~r:r...rr. rr ,.~...~--~---".°'1~. ~ : J... 2. I I y'I i ~ • ' 2'. All recommended trees and planf materials will be graded as Nursery. Grade No. 1 or better as outlined by the Florida . . , ~ , Department of Agriculture and Consumer Services, Division of Plant Industry °Grades and Standards for Nursery Plants", r~ `t't j', ''F/b" : ~ I ~ r fit' { E~''x ~ z / • .,f,.r'„! c i, o E '>1 ~ ;ti nj k~i ~~W r ~i a .7th Edition; 1998 as revised from. time to time.. ~ " ~ i- y~ Z Kati 3. All planting shall be done in accordance with the Florida Nurserymen's-and Grower's Associations approved practices. '.',iF r;1 1J' f + 7 ~ t a?. I s : ' ~ G~ etl a,v wr< 4. .All plants shall be fertilized with Agriform 20-10-5 tablets. as per the manufacturers specifications in conjunction with ' F VJ 3, - ' , js , note # 5. , • 11 + (s, 5. The planting soil shall be the ..approximate proportions as follows: 5D~ sand and 50~ organic material consisting of \ J , ;t•,~ native peat, well-decomposed sawdust, leaf mold and .tap soil. It shall provide a good pliable and thoroughly mixed ' .,v~ , , \ ifs: ~'/1 1 ~ CJ ~ medium with adequate aeration, drainage and water=holding capacity.. It shall also be free of all extraneous debris, such as roots, stones,- weeds,. etc: ,..s „ I . , : r„ >r a i ~ ~ w ~ ar .a'w ewi mse em ,r r...r.. rw.~ owl .W oyY rsl.l ' Ww MIIII?. W L ,r _ s i ' 1 ' , ,i _ 6. All planting areas shall receive a 3" layer of recycled hardwood log mulch,. which is to be watered-in after installation. S • ~ y~ J h, , f ~ ~ R 10 V , w. "<j - 11 ~ ~ 7. The plant material schedule is prereriter~ for tP?e i;onvenience of the Landscape Contractor. In the event of a discrepancy between the plan and t'tie plant N,~y, tl~~e plan shill r?~evaiL S ' ~ , 8 I , . _ ; i , , - r . j s W.;.,,", 8, Plants shall meet size, container, and spacing spec iiiz;~:;ii~lns. Any material not meeting specifications shall be removed , I f ,F 'PROPOSED A.L.F. BLDG ~y, s.; FFE = 61.5 £ , I and .replaced. at the contractor's expense. ' 5 I I { _ 9. All tree and shrub locations are subject to change. All. locations shall be .approved by the City i x r ir' I ] i i ~ EXISTING A,L•F• BLDG. , Y~ i ~ s. prior to planting. • I FFE 61 99 a r + ~ -~i ;<,t, 10: The Landscape Contractor sfiall be responsible for examining fully .both the site and the bid documents. Discrepancies t, ~ • I , 7I . ~ : ~ t in the documents or the actual site .conditions shall be reported to the City .Project Manager ~ :,;K ~gtr7 ~ x, , K) ih writing. at the time of bidding or discovery. No account shall be made after contract completion .for failure to report , C,' ~ , a : i ,p,.•: I, , , ~ ~ s such condition, or -for errors an the part of the Landscape Contractor of the time of bidding. ' I . . - 1 . 11. _ The Landscape Contractor. shall be responsible for securing all- necessary applicable permits and licenses to perform n ~ x , / m ~ ,~i,~_„Y ~ i i i i • 1 ~ , . ~ f~ f' a the work set forth in thin plan set and the specifications. t t 'J,a Ii n ii,_ t - ( P 12. ..Plant material shall be bid as specified unless unavdilable, , at which time the Landscape Architect will be notified by in writing. of infended changes. , , ~ , ~ I i ~ r , ] + i~) DD l° / 1 , : , ~ , . _ 'l_ r 1 ~ ~ ~ ' ~1~fi. tii i > 13. Any and all questions concerning the plan set- and/or specifications shall be directed to the Landscape Architect at (727) 793-9888 r L.. i S,i I dd „ t i ~ K 4 zip " ! 7 / l~ n r is J 14. There shall be no additions,. deletiohs or substitutions without the written approval of the owner. a. ..S ,3 t r f . ...x H;;; :,4, 15. ,Y . .E'S r 15. The Landscape Contractor shall guarantee, in writing, plant survivability. for a period of twelve (12) months from final , „ • s .r n,.,. i w • acceptance by the owner. n: ,r -n r . f , 16. All dimensions to be field-checked by the Landscape .Contractor prior to landscape material installation. Discrepancies shall be reported immediately to the .owner. .Jas',, t~ r ` . I^ ~ ~ " x Y / ~J. I rr^'L'S`h •'Jlti ,...}':y /f~ fa ti"' :!a i ...5 ~r , ~ ' r s~inaz 17. ^ r: n, , f, , • •~r: 'r„';,~T~ s err' ' i,; ? 3~ %y: ~ 17. Alf materials must be as specified oh the Idntlscape plan. ' If materials or labor do not adhere to specifications, they will be rejected by the .City Project. Manager with proper installation..carried out by Landscape Contractor at no additional cost. o , . SV t / /,i 18. All permits necessary are to be provided by the installing contractor unless otherwise specifically stated in the specifications. O~IGI~JAL ~ ~,.r 1 y ' ky,:. ,.nth ~ ~ 19. 19. No contractor identification signs shall be permitted on the project, except .for the project information signs. - ~ 3 SPREAD ~ f 1, lip (Ji.:~:,: O• iy" b ! '.3"i ! x Y ~yl i _i 20. 20. Existing sod shall be .removed as necessary to accomodate neW plantings. . vl \ S, h15J/, ....+Y, { ~ 1 ! n t l . f i E~ ' r . , ~ 21. 21. Any existing areas that are disturbed. during. the lahdscape installatioh shall be resodded to match existing. - MAY 12 205 'A'-~,., 'sy ' S. a 7 ' 22 The Landscape Contractor will be respohsible for-the collection, removal; and proper disposal of any and all debris - ~L~NNINGDEPARTMENT x. ~ < .a~ 2... J 1 , v generated during the installation of this project. ~I~®FC~EARWATER x' .i., / -,i~ ' i ! ~ r ,a' 3 ,r~,.' S ~.J:f 'a". ) M~~%`` ;t~< 'iAt.!`; ' z 'i ~;11 w„ , +nr , 23. All areas disturbed within right of wdy shall be sodded. ~ \ Yµ, i ~ r, 1 r" ? ~ J , , ~ J I h~_1TI1"Z,A~'AG~YA~S~~CI~1-~.5~~lNC~ i,~ut,(:1J~~~,1~ ~ ~."Ii~~J1~7~r1iP -~lt~aill i (I {~hF!;" rlr,l'^ iIVC ~ti~~, ~ ~i~. rrt~ pnry,~sut~i~a ro r~ ~ Cl I R IRRIGATION NOTES ~ ,...~e ~r; !t 5v.. ~ ~ " 1. A low volume irrigation system, that provides 100% coverage ,ta all proposed i : r ,5.1 .',.Y , r w..~.n+.~... " t J 1 ~ '1i ~ t , ? r i , plantings, wily be designed and installed by the Contractor, I „d.. ' • „ -s, z.' w; 2. r- 2. The proposed Irrigation System must meet or exceed all, applicable City code , o~ " requirements. (i.e., Back Flaw Prevention, Automatic f~gin Shutoff Device, etc...) / f 3. Irrigation shop drawings must be submitted and approved by the City ..prior to the 2x2 VERTICAL ' ' Commencement of work. M i A.r" ~s'.Ci"'n'', f;" s~: "'sJ,~ , , 6 WOOD STAKES 4. Irrigation system must be inspected and accepted by City .Project Manager t, 1 • ,r~ ~ 1x4 HORIZONTAL CROSS prior to installation of mulch. i ~ ~ WOOD MEMBER OF N i v ~~by-'•.1„ ~ APPROVED SUBSTITUTE 5• o '.1~ 2 l,.. n i r - , oy , y ~ r ~ 5. Irrigation as-built drawings, .which accurately and clearly idehtify all modifications r,Y / 1 } ~ / &/or substitutions, must be submitted prior to final inspection and acceptance. 1 05.1205 JH REVISED PER CLEARWATER COMMENTS N0. DATE BY DESCRIPTION CONST. ~ '1:~ J , ~ - 6. The existing 5/8" water meter will be utilized for this Irrigation .System. g 7 ~ , ~ "xr. "dry / . y r , REVISIONS 7. The Landscape Contractor must coordinate. the placement and .power supply for the i.. • , . r i s irrigation control timer with the. City and .the General Contractor,. CERTIFICATION AND SEAL ,..y,/ ';kt~ _ ,tii a, ;,SN N.T.S. _ 3 'N' ~ is-+ + x > 8. The following irrigation system compohents will be utilized, per each manufdcturers' ' v. , . ~ r,' , ' _ my specifications. _ I HEREBY CERTIFY THAT ' ,.r Y~'~.; . e , ~~~J x, OVERALL PLANT LIST Toro-Netafim TechLine Self Cleaning, Pressure-Compensating Emitter- Line THIS PLAN AND SPECIFI- y~.. ~ ' TREES TO BE REMOVED w,Y~:: _ HARDIE - Raindial 6 Station Outdoor Control Timer CATION WA5 PREPARED BY ME OR UNDER MY DIRECT 3 "'f` 1' , '~.q', 18 AR '~Arecastriim Romanzoffianum, Queen Pa~m,10' 12' C.T.H.. 2 -18" OAK ; ` ,tz,: , II Richdale - 214APR 1" Electric Valve SUPERVISION AND THAT I AM A DULY REGISTERED ' o-, " 3 LI Magnolia Virginians, Sweetbay, 4 CAL. (10 HT.) 1- 26 OAK > I , S € , fi."~~t4,.,~. < I 1- 38" OAK Amtec - 10" Round Valve Box. ARCHITECT OR ENGINEER UNDER THE LAWS OF THE 8 QV Quercus Virg iniana Live Oak 4 CAL. 1 HT. y r 0 1 1 I 1 ) n `I I ; u' 100 TOTAL TREES TO BE REMOVED STATE OF FLORIDA ~ _ , . ~1~' ; 21 SP Sabal Palmetfo;-Gabbs a Palm, 12' G.T.H. I ~ ' FERTILIZATION AS 51GNIFIED BY MY HAND AND SEAL. . 1o TD Taxotlium Disti'c um, Baltlc ress,4 cAL 12 HT. INTERIOR LANDSCAPE CALCULATIONS I ~ "3 ~ s J.F. ':-fl t1 1 11 o ~ ~ ~ S:'-'~~ 145 PTV Pittosporum Toblta~ Vari . , Vari ated Pttos nrum 3 GAL. 2 HT. • 36 O.C -INTERIOR LANDSCAPE AREAS = 4 329.46 SF I f{,,,, 9 9 P 1 t , SHRUBS AND TREES Y' , , O I `J„j 130 VS Viburnum Suspensum, Sandankwa Viburnum, 3 GAL (2 HT.), 3 O.C. All trees and. shrubs shall be fertilized with "Agriform" 20-15-5 planting PROJECT NAME N f';- ~;t,,.~;,t~r., ~ ' ~ -VEHICULAR USE AREA =,40,490.01 SF tablets at time of installation and prior to .completion of pit BECKETT LAKE A.L.F. ' r"fi"'~ r; ,f." 68 RI Raphiolepis Indica, India Hawthorn, 3 Gal. 1 i ° I backfilling. .Tablets shall be placed uniformly around the root' mass at ~ a depth that is between the middle -and bottom of the root mass. i ~ Ci; .y ; ~ " -10 REQUIRED INTERIOR LANDSCAPING = 40,490.01 SF x .10 = 4,049.00 SF " 120 SB S artina Bakeri, Santl~ord rass 3GAL. ~ ,x p 9 APPLICATION RATE: 2155 MONTCLAIR ROAD ~ >,,.s',';' <~;~•; s;Hibss~+s;3~aAL.(2-SIT.),-2.50.0. - - - - - - _ ~0°1aER I EDINTERIORLANDSCAPING=4329.46SF 1 Gallon can: 1 - 21 gram tablet CLEARWATER, FLORIDA 8 , Q~----- ...E f ,.I;... a ~ :F,.Y..w.,.,,. A r._...r., ......wwt..-::iw~,~~.. 3 r'7' 3 Gallon can: 2 - 21 gram tablets DRAWING TITLE ,J . . :.r , ff <J.'"' i j l~... ty r ^ . , J( l ...11 l ..,..w~www~.... w......... w.._~- ~ ~ ~~t 5 Gallon aan: 3 - 2, gram tablets LANDSCAPE PLAN Y ,c,:::;-.,r1;: r ~ ? N 89°21 41 W 688.73. 6 J i~ s 7 Gallon can: 4 - 21 gram.-tablets r.., ; ~ . Tr,...,.. ~ Z 01 +rNl.,+., _,.,nh 1 M" .,F ,..,I;.,or . , Palms: 7 - 21 gram tablets DATE KZA PROJ NO. DRAWING NO. 231-03 ~,...Y;h;,E GROUNDCOVER AREAS DRAWN SCR SCALE: AS SHOWN C1 0 O [ . All groundcover areas shall receive fertilization with "Ozmocote BY: time release fertilizer as per manufacturers specifications. RELEASED TO REVIEWED JH CONSTRUCTION BY: OF DWGS. HURRICANE CUT OR FULL HEAD BASE OF LEAF BUD SEE SPECIFICATIONS SPREAD Paradise Develo meet p NOTE: BUD SHALL BE PERPENDICULAR BASE OF HEART/NUT OF PALM TO GROUND PLANE, TRUNK SHALL BE STRAIGHT AND WITHOUT CURVES. . ~ Grou Inc. NO SCARRED OR BLACKENED TRUNKS. p' a _ NOTES: a w BURLAP TO PROTECT TREE-- 1, ALL WOOD SHALL BE S WOOD SHALL BE SPRUCE OR PINE-NOT PRESSURE TREATED, = MINIMUM 5 LAYERS PRUNE AND TIE FRONDS Y 2; CR05S TIES SHALL NOl SS TIES SHALL NOT CR05S OVER WOODY ROOTS, a 2901 RIGSBY LANE. z 2 NON-SLIP METAL COLLARS 3. REMOVE ALL STRING & DVE ALL STRING &/OR WIRE WRAPPED AROUND TRUNK. ~ ~ SAFETY HARBOR, FLORIDA 34695 ~ 6 2 X 4 WOODEN STRIPS OVER BURLAP 4, REMOVE ALL STRAPS, F ~ ( ) DVE ALL STRAPS, ROPES, WIRE, &/OR STRINGS USED TO LIFT THE ROOTBALL. ~a PHONE (7Z7) 726-1115 FAX(72~ 726-2337 ~ o Y 5. REMOVE ALL BURLAP & DVE ALL BURLAP &/OR WIRE FROM THE TDP OF THE ROOT BALL d'~ Q ~ z 6 SOIL SAUCER TO HOLD WATER J 2 ~ 6, TOP OF ROOTBALL TO OF ROOTBALL TO BE 5ET 2° BELOW FINISH SURROUNDING FINISH GRADE, ~ (~a ~ o ~ PLANT PALM O TO 2 ABOVE GRADE w ~ , ~a4a a _ ~ 3" MULCH, REFER TO SPECIFICATIONS a ~ ~ J (3) 2 X 4 BRACES NAILED TO 2 X 4 ~ ~ WOODEN STRIPS HEIGHT ~ - _ = 2.. X 4° X 3' STAKE , - -=11111- - - + =11T=1111._ _ _ - - _11111= 11111= I ~ - I = - - --W IIII_11111- FINISH GRADE _ - - 1111=1111 = - - 11111= 11111= = 1111= - _ + _IIIIIJ1111= _ + -11111= 1111=11111 + NATIVE SOIL BACKFILL OR AMENDED SOIL MULCH 3" FROM TRUNK _ = L S S 11111_ - - A5 REQUIRED BY SOIL ANA Y I MULCH 3" DEPTH ROOT BALL = ~ =11111_ -11111 - TRUNK SHALL BE STRAIGHT AND " ECEIVING HOLE SHALL BE 111 - - - - COMPACTED SOIL TO PREVENT SETTLING WITHOUT CURVES, FREE OF SCARS, R II II---- TILLED AND LOOSENED NATIVE SOIL BACKFILL 11111=11111_11111=11111 BURNMARKS AND BOOTS n , APPROXIMATELY 2 LARGER TAKE 11111=11111 11T1_- EXISTING SUBGRADE 2X2 X4 STAKE , - ROOT BALL. DIAMETER ` ~2"X2"X4' CROSS MEMBER - FERTILIZER TABLETS NOTE: STAKING & GUYING REQUIRED FOR PALMS, IF NECESSARY, OR AS DIRECTED BY THE LANDSCAPE ARCHITECT, AS SPECIFIED. PLACE i r r r UNIFORMLY AROUND _ ~ ROOT MASS BETWEEN ;~T ~ MIDDLE AND BOTTOM , i F ~ I N.T.S. 2°X2 X4 , i i I Y ~ J~ _ CROSS MEMBER _ =.18'~ Y _ `l ~ ~ I r : ~ i r~ ~ OF ROOT MASS. :18"MIN ~--I---i ~ I f i, UNDISTURBED SOIL ROOTBALL , r-~ ~ t'~,-.-„ ~i ~ ~ ~ ~ I~ 2-2"X4" STAKE W Z j ~ ' _ - 4 SPREAD _ ' ~ TILLED AND LOOSENED i : 3 ~ ~ 1 f ~ ' E 1 3 € / " E s , C LONG TAPER MIN. 18 . i.__:=,_~ _ _ _ ..:-a NATIVE SOIL BACKFILL ° ~ ~ i ~ °-i `~--f I' €f ~ °~I ~ ~ INTO UNDISTURBED ~ Qo » 6,rC, ~ s ,.....i~~w.~..iif...,,. ' , _ ~ SOIL w O r J O a ~ O ~ ~ 2-2.5 DRYWALL SCREWS ~a REWS l 2"X2"X4' .STAKE - 3 TO 5 TIMES THE WIDTH OF THE ROOTBALL r~ W J U a 44 ~ N.T.S. ~ 4C1 HEIGHT 1~ a as a ~ 4 MULCH 3 FROM STEMS ~ . . GENERAL LANDSCAI RAL LANDSCAPE NOTES 5 LAYERS OF BURLAP, 3° MULCH LAYER 5 - 2"x4"x16" WOODEN BATTENS The Landscape Contractor shall grade plahting beds, as required,. to` provide positive drainage .and promote optimum - CONNECTED WITH 2-3 4" STEEL BA 1. The Landscape / NDS. plant growth. plant growth. z ; ~ ~ ~ 2. All recommen \ I All recommended trees and. plant materials will be graded as Nursery Grade No. 1 or better as outlined by the Florida :~y,~:``:~~ ~,d, ~ Department o FERTILIZER TABLETS AS ~dd"~'»/ ~ ; ~ 2"X4" 7th Edition, 1 Department of Agriculture and Consumer Services,.. Division of Plante Industry °Grades and Standards for Nursery Plants', 7th Edition, 1998 as revised from time to .time. d`~/`'~// ~ ' ~//.,f. ».d ~ WOOD BRACE (3 EA, MIN.) D PLACE UNIFORMLY ' ~ ° 6, . " NAIL TO BATTENS & STAKES SPECIFIE , ~ PREPARED PLANTING SOIL ~ ` ~ ~ ~n 3. All planting sl AROUND ROOT MASS , \ ~ :d V ~ : All planting shall be done in accordance with the Florida Nurserymen's and; Grower's Associations approved practices. ~W,. 'yid°' . ~ '":d~ `~/'/'k% f 3 2x4 x36 WOODEN. STAKES BETWEEN MIDDLE AND ~ , ~,\,.d~.~, ~ j 4. All plants she OF ROOT MASS ~ ~~~,/»/~~''!~~U. ~ BOTTOM .a.,. ,a a..,~::u;:~. W\d., \ w~4~ d,~,, 6" SOIL SAUCER AROUND note # 5, All plants shall be fertilized with Agrifarm 20-10-5 tablets as per the manufdcturers specifications in conjunction with note # 5. ~,,G„»~ y,~~'w: a~:~ TILLED AND LOOSENED ,°,..;t .~1..~< ~ r ~.,~;,\'~.,tj a PLANTING HOLE. EXISTING UNDISTURBED SOIL NATIVE SOIL BACKFILL , . v,, ~ ,,/i,/. s.. ~~,.~,.i•:,ay 5. The planting The planting soil shall be the approximate proportions as follows: 50% sand. and 50% organic material consisting of ~ f,~~~.`' Sri'' 3"-MULCH LAYER native peat, 3 TO 5 TIMES WIDTH ~ ~ ?w`~, ROOTBALL ~ ; , ® v":, < medium with native peat, well-decomposed sawdust, leaf mold and top soil. It shall provide a good pliable and thoroughly mixed OF ROOTBALL 4 ~ y<: ! such os root medium with adequate aeration, drainage and water-holding capacity. It shall also be free of all extraneous debris, such os roots, stones, weeds, etc. . FERTILIZER TABLETS ;v.! ~ ~ , a, y, , r ~ r~K l i:~ " `"'~C':',i , , _ _ , , _ r ~ ~ i~ % ~ •'i~.~,~~ ~ ~ EXISTI TURBED SOIL " AS SPECIFIED. PLACE ~ w~~. ~ ~ • ~ ~ > * t 6. All planting a , _ i 4~ / r ~ / yr ,/\.~'••/,~.~f / , All planting areas shall receive a 3° layer of recycled hardwood log. mulch, which is to be watered-in after installation. UNIFORMLY AROUND ' ;ir ti/~ i, ; /,»,r!` ROOT MASS BETWEEN 7. The plant ma The plant material schedule is presented for the convenience of the Landscape Contactor. Irr the event of a discrepancy O R I G I f U ~ L MIDDLE AND BOTTOM MIN. 3 TIMES THE WIDTH between the between the plan and the. plant. key, ,the. plan shall prevail. OF ROOT MASS. - OF THE ROOTBALL - 8. Plants shall n and replaced Plants shall meet size, container, and spacing specifications. Any material not meeting specifications shall be removed and replaced at the contractor's expense. , , n ; , , 9. tree and , All tree and shrub locations are subject to change. All locations shall be approved by the City Project Manager MQY ~ 2 2005 prior to Ian TRUNK SHALL BE MAINTAINED ~ P prior to planting. IN A VERTICAL POSTION , H, 10. The Landsca~ The Landscape Contractor shall be responsible for examining fully both the site and' the. bid documents. Discrepancies PLANNINGDEPARTMENT N . T. S, in the docur in the documents or the actual site conditions shall be reported to the ,City Project Manager ~ s;!-., in writing at ~ such conditi~ in writing at the time of bidding or discovery. No account: shall: be made after contract completion for failure to report ~I~YQFCIEARWATER such condition, or for errors on the part of the Landscape Contractor at the tune of bidding. - ~ ~ ' }I~'12 GAUGE WIRE AND ~ 11. The LandscaF The Landscape Contractor shall be responsible Ic~r se3r.,iirinq all rret:essary applicable permits and licenses to perform ~~_~T~~ IAYi~,C. ~ A~SL~~,~.ATF.S, ~fvC~.- PROTECTIVE RUBBER HOSE the work se ' laV'I k,~.C l~J~r~'a€ ' Ohl>~(:~I-F tiR' r',.TEC (~GF t ~ {il'ti~C the work set forth in this plan set and the speciiicatio,ns. , ;oi~r+itiivii~sejionur,~unF~~rn 'r 12. Plant maters Plant material shall be bid as specified unless unavailable, at wh~ci': time the City Project Manager fi;rEnNnnGOr~`Ftai,r"~' ~ - INSTALL TOP OF ROOT BALL ' will be notifl 3-4 ABOVE FINISH GRADE 2"X2" WOODEN STAKE will be notified by telephone and in writing of intended changes. rFti~ ~ j' ' Any and all questions concerning ..the plan-set and/or specifications shall be directed to the City Project Manager ~ -..~,;;..~,~~a ~ + i 13. Any and all nt (727} 56 nt (727} 562-4737. I 3" MULCH LAYER (1' OVER ROOT BALL) 14, There shall t There shall be no additions, deletions or substitutions .without the written approval of the City Project Manager. ROOT BALL: 15, The Landscal The Landscape Contractor shdll guarantee, in writing, plant survivability for a period. of twelve (12) months from final ;-FINISH GRADE i - acce tance PLANTING HOLE SHALL BE ~'1~ li,~ Iii....: .+...a1.r~:i ,ww:<~~ ~;~I, W.. acceptance by the City Project Manager. 2 LARGER THAN THE ~til~._. r~°l;,f:::': ~~-:J~~. .-:;;1°:.J,IJ;;J~ IRRIGATION NOTES r , 16, All dimensior All dimensions to be field-checked by the Landscape Contractor prior to landscape. material installation. Discrepancies shall i,m 1 I ROOT BALL DIAMETER ~ .~,~,~.,~.;,t;.~ ported ti be reported immediately to the City Project Mancger. `~i, : I~°-~;ll .-.fr~;µ~?l 1, A low volume irrigation system, that provides 100% coverage to all proposed 17, All materials All materials must be as specified an the landscape plan, If materials ar labor do` not adhere to, specifications, they will . I..... PREPARED PLANTING SOIL be re ected EXISTING UNDISTURBED SOIL ~ . alw lantin s wdl be desi ned and installed b the Contractor. be rejected by the City Project Manager with proper installation carried out by Landscape Contractor at no additional cost. ~~."~'ll:;,.._-~.... a,::._I°° K. ~fi:w,.i~r~ P 9 ~ 9 Y ' o ~~~..~x.iJ~~_~:!h-~!~;: COMPACTED SOIL TO 18, All ermits i ~-.--~il-~~--•~.=~~ 2, The proposed Irrigation System must meet or exceed all a plicable City code p All permits necessary are to be provided by the installing contractor unless: otherwise-specifically stated in the specifications. N MINIMIZE SETTLING requirements, (i.e., Back Flow Prevention, Automatic Rain hutoff Device, etc,.,) 19, No contracts : ~ , , w'll`~:: ~!I'`I...I''I~' 3. Irrigation shop drawings must be submitted and approved by owner prior to the No contractor identification signs shall be permitted on the project, .except for the project information signs. NO. DATE BY DESCRIPTION CONST:- N 8 N.LS, Commencement of work. 20. Existin sod N 9 .Existing sod shall be removed as necessary to accomodate new plantings. ~ REVISIONS 4. Irri ation s tem must be ins ected and acce ted b owner N" 9 Ys P P Y ~ 21. An exis in CERTIFICATION AND SEAL Any existing sod areas that are unnecessarily disturbed during the landscape ihstallation shall be resodded to ~ prior to installation of mulch. Y 9 i ~ match exist match existing. 5. Irri ation as built drawin s which accurate) and clear) identif all modifications 9 9, Y Y Y - & or substitutio s must be submitted rior to final ins ection and acce tance. 22, The Landsca - ~ ( ALL-SHRUBS GROUNDCOVER ~ n ' p p p ~ ~ The Landsca a Contractor will be res onsible far the collection, removal, and ra erdis osal of an and all debris I HEREBY CERTIFY THAT P P P P P Y THIS PLAN AND SPECIFI- ` generated c ~ ~ f; r TO BE TRIANGULAR SPACING. 6, The existing 5/8. water meter will be utilized for this Irrigation System. generated during ,the- installation of this project. CATION WAS PREPARED BY ME OR UNDER MY DIRECT ~ , - SEE PLANT LIST FOR (O.C,) SPACING, SUPERVISION AND THAT I AM A DULY REGISTERED " ~ ~ ~ ~ 7. The Landscape Contractor must coordinate the placement and power supply for the ~ o t~,~, ARCHITECT OR ENGINEER i r b~" irrigation control timer with the City and the General Contractor. ~ ~ ~ , UNDER THE LAWS OF THE STATE OF FLORIDA N y ~ ~ 1 8. The following irrigation system components will be utilized, per each manufacturers ERTILIZATION AS SIGNIFIED BY MY HAND AND SEAL.. ~ ~ , f., ti- . FERTILIZATI( 1 s ecifications. i ~ ~ ~ 9. ~ ~ ~ ) SHRUBS o S I~ ~ c q: Toro-Netafim TechLine Self Cleanin ,Pressure-Com ensatin Emitter Line SHRUBS AND TREES i C~ S~ ~ 9 P 9 o ' } HARDIE - Raindial 6 Station Outdoor Control Timer All trees l All trees and shrubs shall be fertilized with °Agriform° 20-15-5 planting PROJECT NA~MEi,~ 7, ~ ~ ; ~ _ tablets a - - ~ - ale 2 Valve Richd 14 PR ec ric tablets at time of installation and prior to completion of pit BECKETT LAKE A.L.F. backfillinc N ..I - - u Amtec - 10 Round Valve Box. a de th P backfilling, Tablets shall be placed uniformly around the `root mass at a, depth that is between the middle and bottom of the root mass. ~ j ° ~ ~ 18 MIN. SETBACK FOR SHRUBS APPLICAT APPLICATION RATE: 2155 MONTCLAIR ROAD ~ & GROUNDCOVERS 1 Gallon 1 Gallon can: 1 - 21 gram tablet CLEARWATER, FLORIDA c~ ~ 3 Gallon 3 Gallon can:. 2 - 21 gram tablets. DRAWING TITLE 5 Gallon I a 5 Gallon can: 3 - 21 gram tablets 7 Gallon o O.C. SPACING . ~ 7 Gallon aan: 4 - 2, gram .tablets - LANDSCAPE DETAILS ~ Tom,...... Z _ 71 ~..hL.~.: ......M 1 M01 ~f ...,Ihe. - II COJ v - c yi ui i L-1 c- -1 . 1 u vu N~ Y BACK OF CURB/ Palrr Palms: 7 - 21 gram tablets DATE 03.31.05 KZA PROJ NO. DRAWING NO. 231-03 BED LINE GROUNDC GROUNDCOVER AREAS C1 1 D: j :i I . ' _ All groun All groundcover areas shall receive fertilization with °Ozmocote° BRAWN SCR SCALE: AS SHOWN time rele time release fertilizer as per manufacturer's specifications. RELEASED TO { N.T.S. REVIEWED JH CONSTRUCTION i 0 BY: OF DWGS. I I I i' ~ i i (i i --~f~ ~IEtERGLA88 DTh1EN810NAL PEAK OF ROOF SHMGI.E ROOF ELY. 30'-11" ALUM. SOFFITS f FASCIA I I ~ , PEAK OF ROOF ELY. 28'-0" RAISED DECORATIVE STANDING TRUSS BRG ELV. 11'•0" ALUM. SINGLE NuNG WMDOIUB Lafferty Architecture Group CEMENTITIOUS COATING L.L.C. SECOND FLOOR ELV. 12'•0" P 727~399~1300 CULTURED STONE F 727399.5777 ~I info@LaffertyARCH.com .I ' FIRST FLOOR 11414 Seminole Blvd, Ste 5 ELY. 0 -0" Largo, FL 33778 ALUM. GUARDRAIL AR 12265, ID 3614 FL LIC AA2600520 ®cop/dAht 2004, LeReAy ARCHkecture 4roup L.L.C.. Thla document mey not be reproduced In whale or In partwlNoutthe expressed, wriGen consent of the Archifedof Record ell Copyrlgfd Holler. II - I II 5CA1.~. 1 - 10 -0 ALUM. 80FFIT8 / F ASCIa a ALUM. 81NGLE F~OrG I RA SED DECORATIVE PEAK OF ROOF WINDOUJB 6ANDING ELY. 30'-11" DECORATIVE ARCHITECTURAL ACCENT PEAK OP ROOP NIDEIIGLASB DIMENSIONAL ELY. 28'-0" SHINGLE ROOF ~i W TRUSS BRG ELY. 21'•0" 1 _ ~o CEMENTITIOUS COATING SECOND FL OOR ELY. 12'-0" CUI.TIJRI:D STONE ~ a I ACCENT U I "~~+W ~ FIRST FLOOR o~ ELY. 0'-0" i . ALUM. GUARC - ALUM, GUARDRAIL U ~n ~i (NNW i ~ 0 ALUM. SOFFITS ~ FASCIA C~ - RAISED DECORATIVE DECORATIVE ARCHITECTURAL PEAK OF ROOF BANDMG ACCENT ;TURaI. ~IBEI~,LA88 DIMENSIONAL ELY. '-`0'-II" i SHINCaLE R00F y ; - _ - - PEAK OF ROOF 'ELY. 28'-0" ~ _ ; : , ; , TRUSS SRa j , ELY. 21'-0" . ALUM. SINGLI: H6MG WMDOUlS l i i CEMENTITIOUS COATING ' SECOND FLOOR ELY. 12'•0" I i ~ FIRST FLOOR Stephen B. Lafferty, AIA ELY. 0'-0° 'I SITE PLAN AP~RDVE® FL Lic AR12265, ID3614 CASE # ~ioz~S-o~sv3o ALUM. GuARDRAiI. CASE TYPE c, R ~ CULTURED sTONe accENr DRC DATE c~ ~'~os.ot CDB DATE r9b-Zrws i SIGNATURE DATE o ~23.os i i i ~ I~ - I II SCALE. I - 10 '0 DECORATIVE ARCHITECTURAL PEAK OF ROOF ACCENT RIGINAL 0 ELV. 31'•b" FISERGLA58 DIMENSIONAL SHINGLE ROOF PEAK OF RDOF ELY. 28'•0" ALUM. SOFFITS t I:ASCIA RAISED; DECORATIVE No. Rtvieion Oats _BANDING EEI ~ TRUSS BRGs ALUM. SINGLE HUNG ELY. ?1'•0" I I i~'` I MAY 12 2005. c~Nrltlous coArING MANNING DEPARTMENT SECOND FLOOR ELV. 12'-0" ~IT~QF CLEARWATER ELEVATIONS FIRST FLOOR ELV. 0'-0° ALUM. GUARDRAIL ~-CULTURED STd~ ACCENT Project L~4-~2 h i a Door Shpt N smo5 .A-201 C WEST ELEVATION. KEY PLAN CALNOTED I II II 4 SCALE: 1 - 10'-O u SCALE: N.T.S. 000 . , • , ^,aF U'~a~: M . r. Z ~ ~ ICE ~5 EA ~ T NOTES:. c E~ 1.) 8EARINCS BASED .ON THE EAST LINE OF BECKETF ~ ~ c 1AKE ESTATES BEING N.0032'S9"W AS SHOWN ON Z ~ RECORD PLAT. 6 SAN 2.) ELEVATIONS BASED ON P1NELlAS COUNTY BENCHMARK ~ ~ .~c. ' ND. f265, ELEI/ATION 61.379. R!M=64.34 - 3.) EASEMENTS. TAKEN FROM TITLE COMMITMENT NO. ~ ~ a' N = .tl NW.I V 58 SE.INV-58.19 ' 864-855352 ISSUED BY COMMONWEALTH LAND TITLE ~ N ~ ~ ` INSURANCE COMPANY, DATED 9/19/2000. Z ~ O {8" PVC) NW. CORNER OF THE NE. 1/4 519' TD CENTER 4 R/W .VARIES a4 PVC y. 0~ I ~ '>+a4c"~ LINE OF OF THE SE J/4 OF THE NE 1/ LANSING DRIVE U'~ ; Q ~ h • kry P.O.B. Z p~~. ASPHALT k ~ 6 k 24 RCP 'h y k 'h' NE CORNER OF THE NE. 1/4 ~ , ~ OF, THE SE 1/4 OF THE NE. 1/4 : ~ . , w ~ 6~ 'a'~, . . ~ EEO UM S 89 35 32 E a+ 0 c~0 OF SECTION 1-29 S. -15 E. 40 0 40 80 s.~. sP 688..1'9' P` ~ M s ' - 12_,RCP _ _ 7 _ . LEGAL DESCR1PTrON: SIDEWALK E,aSEMENT #i (O,R. 12762, PG. 2438) i I I' FlR t 2 R _ _ - - - - - r ~ 10.00'' _ ~ ~ ~ ~ SOUTH R/W 1/Nf ~ ~ , COMMENCE AT THE NORTHEAST CORNER OFI THE NE 1/4 OF THE 1 " = 40' - 3" CV a 28.00 297.02' -----•,1 SIGN 8" DCV ~ 2.00 s, 0:9 0:9' ? ~ SE. 1/4 OF THE NE 1/4.OF SECTION 1; TOWNSHIP 29 SDUTN, 0 ~ TBM=fi5:22 40.00 ~ I; •o ~ ~ 80d SPIKE . ~ RANGE 15 EAST, PINELlA5 COUNTY, .FLORIDA; RUN THENCE ~ ~ 0~ 0 6~ N;89'3532"i4!, ALONG TNf SOUTH RIGHT OF, WAY' DF MOMGLAlR ~ ROAD, A O/STANCE OF 643.11 FEET FOR A,;POINT OF BECINNING; • ~ •21 0 o P.D.B. ~ s THENCE S.44'S5'44"W., A DISTANCE .OF 63.11 FEEL; rHENCE LEGEND ' ; N.OO'32'59 W., A' DISTANCE OF ,.45.00 FEET ;TO THE SOUTH RIGHT M M ~ r~ P.O.B. P:0.8. ~ ~ SIDEWALK a+ fC PR ~ ~ SIDEWALK 75 5 SIDEWALK 76 4' EASEMENT ~3 i I OF WAY LINE OF SAID MONTCLAIR ROAD;. THENCE. 5.89'35'32"E, FN&D =FOUND. NAiL DISK - s ' y 'd' ~ ~ EASEMENT ' 1 . , EASEMENT 2 'a I ASPHALT M I 241 RCP s o f8 RCP GRATE=59.55.. ASPHALT ~ A DISTANCE OF 45.00 FEET 'TO THE POINT .OF BEGIN/NG. ~ , . ~ ~ ~ F/P fOUND IRON PIPE ~ - COMAINING 1,012.SOUARE FEEL 4 - - - - - - - - ,r 10.624; AG ~ . ~ ' 1NV=57.39 I I w '~o ~ h ~ F/R = f0UN0 IRON R00 . h' FC/R = . FOUND CAPPED IRON ROD : ~ Z ~ ~ V : ~ {462, 780 SQ. FT:) ' mp "d's SCIR = SET. CAPPED IRON ROD : O p'? LEGAL DESCRIPTION: SIDEWALK FASEMENT ~2. (D:R. 12762,. PG. 2438) R.R.S..= RAIL RQ4D' SPIKE ~ W U 4' _ r.__-~ : k 20: ' , ~ FCM FOUND CONCRETE MONUMENT ~ Q V.. p ~ N 6' .WOOD 4'i I DRAINAGE EASEMENT h s / h' COMMENCE AT THE NORTHEAST CORNER OFi THE NE. 1/4 Of THE SN&D = S£1' NAIL DISK •/~z Z ~ ~ w Q' ~ SE 1/4 OF THE Nf. t/4 OF SECTION 1; TOWNSHIP 29 SOUTH, R/W = RIGHT; QF WAY ~ W O`~. N . EAST OF 4 O.R: 12762, PG, 2440 a+ U , I U o ~ ~ R,4NGE 15, EAST, p1NElLAS COUNTY, FLORIDA,: RUN THENCE ,w`W Z . rn ~ i I a s~ , a 's • N.89'35'32 "W., ,ALONG THE SOUTH RlCHT OF WAY OF MONTCLAIR . R B. =PLAT BOOK ~ N W e~ O.R = OFF/Cl4C RECORD BOOK ti] J,N W ~ ROAD, A DISTANCE OF 360.00` FEET FOR A: POINT OF BEGINNING; MES. =MITERED END SECTION' _ N m ~sN RAM . I ~ • 12 38 'cp ! h. ~ ~ a, h •p. CONC Q ~ e THENCE 5.00'24 28 'W.,. A DISTANCE-0F 10.00 FEET,• THENCE RCP. = RE1NfORCED . CONCRETE PIPE ` W tY Z _ s~!c r , o ~6 ~ ~ ~ '~iA '~s N.89'35'32"W., A DISTANCE OF 45.00 FEET'THENGE N.00'24'28"E., ~ _ POWER UT/1/1Y POLE . ~ W.Q'~p.~ 3O ~ ~ A DISTANCE OF 10.00 FEET; 1HENCE S.89'35 32 f , A DISTANCE E---- ~ GUY WIRE & ANCHOR ~ ~ N } M U 2.4' j fC 'B ~ ~ ~ •.a + •a+ ~ ~ . ER P ELEC B~X ~ 0 9. O 06, WEL1 0 i 1RVAV: ~ o 0' COMAINING 450T SQUARE ~EE1: OF BfO1NlNG: j~ _ LiGM' FOCE N V'Q ~ Z ® =GRATE INLET Q ~ t~. Z ~ =WATER METER . Q d': ~ O. ~ ~ g ~ » ~ i 6 • 1 6 2 IL:' ~ ~ b aFIRE-HYDRANT ~ OrA. ~ ~ I: I ~ I I ~ LEGAL DESCRIPTION: SIOEWACK EASEMENT ~3 {0.'R. 12762, PG. 2438) e, ~ VMANHOLE U1 ? 0 ~ ~ ~ N Q ~ . ~ DER 16 ~ 'h 'h' ~ I CONCRETE FOUNDATION 9' ' o N •a. r~aai 3 •y0 9 i ~ i ~ o LFf-61:99 . { I > ; ~ ti ry ~ ~`r COMMENCE AT .THE NORTHEAST CORNER OF THE NE. 1 4 .OF ~fHE • ~ =TELEPHONE POLE ~ p. W .Q. s ? / (P) =..PLAT ''W. ; O • SE. 1/4 OF FHE Nf. 1/4 OF SECTION 1, 1'OWNSH/P 29 SOUfH, _ U ~ ~ U BLDG•ss i rn ~ 0• ~ I I ti ?s• 'y 6 •29 . ~ . RANGE .15 'EAST, PlNELLAS COUNTY, FLORIDA; RUN THENCE , (D) .DESCRIBED I (Y ~ a Z OC,• M ~ MEASURED ~ a- o p N.89'35~32"N!, ALONG 'THE .SOUTH RIGHT OF WAY OF MONT,ELAIR WC =WITNESS CORNER ~ ~ W, ~ ' O i. I ~ k a ~ a 'o „ ~ o ROAD, A Oi5TANCE OF 245.00 FEET FOR. A :POINT OF 8EGINNING,• ~ UI ~ CI =,.CURB INLET ~ W ~s ~ AT . s ~ DERL1'i7 ~ 49. . x,49 . THENCE S.00'24"28°W.; A DISTANCE OF 2.Q0 FEL?,• THENG~E CLF =CHAIN UNX FENCE ~ W N ~ ~ s Z d'~r ~ 'p ~ u, X16 WA FR~t t' 2.'`•~. s h •38 9 ~ k' 0• i y~ER 15 6' 6 AT.BLOG N.89'35'32"W., A DISTANCE OF 28.00 FEET;' THENCE NAb'24'28"E., OCV ~ DOUBLE CHECK VALVE; = 2 !!1 b- O ~ 6~`~ ` i .A DISTANCE OF Z00 FEEI; THENCE S 89'35;'32"E., A D16'TANCE , CONC =CONCRETE ~ " - r' O _ 32.59'---~ y, ~ ~ 6~~ „ OF 28.00 FEET TO THE POINT 'OF 8EG1N1NG - EANDUT ® :-SAN CL = ,SANITARY C1. I _ _ ~ • ~ a 0 32 W ~ 42 ® ow ~ 25 CONTAINING 56 SQUARE FEET SAN -SANITARY • ~ ~ ~ ~ + ~ ; ,d 33 66' 20.00' ~ . I cN tier " 1 6 SAT BLDG ELEC ~ ELFGTR/C ~ > J 6~' ~ CON CONTROL ~ N ` 18" 'S 6 LATTIC 1 k ~ N 89'22'45 W !..DER~tB ~ " . IRR =.1RRIG4T10N ~ o ~ ~ , . a LEGAL DESCRIPTION: 20'.DRAINAGE EASEMENT {O.R: 12762, PG. 2440) RET. _ RETENTION d ' r ~ ~ •a. •TiN CkG =CURB & GOITER, ~ p .17.41 ' ~ p,4i ~r0 . •s~ry. ~ , . s?~ `s~;,~ . p ~ COMMENCE AT THE NORTHEAST CORNER OF; THE NE. 1/4. OF THE ALUM m ALUMINUM O FFE F fIN/SH flODR ELEYATlON SE. 1/4 OF THE NE. 1/4 OF `SECTION 1, . TOWNSHIP 29 SOUTH; CONC ~ , s.... ' ~ o RANGE 15 EAST, PINELLAS COUNTY, FLORIDA; RUN THENCE. PO.B. ~ POINT Of BEGINNINC O PO,C. =POINT OF.COMMENCEME~IT AT BIOG"~' O.'d'.. i _ ~ DER 1 i.y y PRESS NATION AREA a' ~ O ~ N89'3532"W., ALONG THE SOUTH R1GHT:OF, WAY OF MONTCiAIR ~ F` . ry0~ ROAD, A DISTANGE. OF 297.02 FEET FOR A !POINT OF BEGINNING; CMP ,CORRUGATED METAL P/Pf ~ ~ . rn ~ ' + ~ S 89'28 36 E •~i •,~s , •p i h yk. , s 6ry, ` ti ~ ,,,x,0.3 - _ ~ m 302.87 p oA ; ~ 6 THENCE 5.00'37 15"W„ k DISTANCE OF 195.02..FEEfi THENCE FSPK = FOUNp SPIKE'- ~ " " FN&8C 9 FOUND NAIL & 80TflE C,AP 3 r ~ ,o.A , ?'.,,~h` r ~ [ ? `DER 21 / ~ 0, A `~•S~. 4.11` N.89'2245 W, A DISTANCE OF 20,p0 FEEL;'. THENCE N.DD'37~15 F., FPKN =FOUND PK NAIL rn A DISTANCE Of 194.94 FEET TO'THE SOUTH.RIGHT pF WAY LINE •Q ' y~. ~ ~ s~ o.~ ~ .o. i, X20 , ~ \ {~i Y" , . .moo ~ o h h rat so , s. 0 ~ W OF MOMCLAIR ROAD; THENCE 5 89'35'32"E' A DISTANCE .OF 20..00 d - TRAFFIC SIGNAL POLE p ~ . ~ s,> ~ .~o_ o ' ? " y' ;a~ ~ d9 41 s . 2 . ' . 'a , 6• 's Q M „ , ~b ~ s~ s~•~. ~ ~ a 'x•21" ~ •h0 ~ 5T g~~~ F ~ .o ~ ' ; ' FEET T0, THE PO1M OF BEGINNING. 0 = TELEPHONE MWNHOIE. O ~ t"-I "°'i-._._. .'4y ,.CONTAINING:3.90D-:SQUARE-FE: --MOR°,OR~;L€SS ,;,.,..DER:.=:.DEP.T,...OF ENVIRONMENTAL REGUTATON W ~ 2. DER 1 _ 48. _ . o . o ~ _ . :..3D i• • ~ ~ ' . ~ DER 22 2 a y. - ~ ` • . ' ET..: l~ >PROPERTY: UNE . ~ o ~ •w ~ ~ 1 . 2. sss s f • ~ Y p ~.="OAK. ~ p s, •2a ao 5 ;'''Soh ~ E ar,~s• F s~ , Z + ~s 'o, r s • 12 6E 61 . 5' k2 ~a7, AAA.... ,~~•1PER 23 6 . ~ ~ ~ , 1 32• ;./r y :39 3 ,9 0• . ~ . • 18 46 - o DESCRIPTION: is =PINE ~ ~ b , . ~ . ~ s : DER~fO 63 y,2 .6~, F.:o p0 46"~ _ , MANGO ~ =CAMPHOR O ` h THE NORTHEAST 1/4 ' OF `THE SOUTHEAST ' 1/4 OF THE ~ ~ ~ 'CIF NORTHEAST 1 4 OF SECTION 1, TOWNSHIP 29 SOUTH; ~ _ .PUNK , t`~ t1` o 's AT BIDG•s . ~ ~`'i? ~ ~ , G ` 0' .Pa, 6 S., ~ s ~ ~sT of ~ ~ RANGE 15 EAST, TOGETHER WITH THE EAST 17,41 ~ V o 0 ?N~ ~O • " , fi ~.}j, o r ~ ~ ~ DER/ ~r n,~0/~, ~ s sor. c~ • 1 a b + i ~ Il: a~. `spy p .o ~ ~20 i 4 ,?o. ~ y 75 • ~ .~14 ZO" . • s~ FEET OF THE NORTHWEST 1/4.OF. THE SOUTHEAST 1/4 ~ ~ I Q 15 ~ ~ .A„ OF THE NORTHEAST 1/4 OF SECTION 1, TOWNSHIP 29 „ o BLOC sr ~ ' d c>, II' }s ; i , 1 0 h y1• ~.F .~DfR~'24 k 22N SOUTH, RANGE 15 EAST, PINELLAS COUNTY;. FLORIDA: x ~ 62 ~o~ vv, Rs~,~ ~ N ,ti ~ h ¢6.~ hh. ER/24 k BEING MORE PAR71CUL4RLY DESCRIBED A5: FOLLOWS.' CQMMENCE ~ Q . ¢6. AT THE NORTHEAST CORNER OF THE NE. 1: /4 OF.' THE SE. 1 4 . , UI 'gyp •p S A sy4~; ¢ ~ ;1 ~ / Asp . ER~25 dF THE NE, 1/4, THENCE: RUN S.OQ 35 54 E, A DISTANCE OF ; o..a12 11 ~s ~r, w ~~i 2 ~ 4~ . 673,75 FEET TO THE SE.. CORNER OF THE.' NE. 1/4 OF THE SE r ~ '~6• s~ F ~0. 1/4 .OF THE NE. 1/4; THENCE N:89.2141;W., A DISTANCE OF ZONED "MDR & P Disfricfs" ~ ' ' s ~ v 7 DESCRIPTION• PRESERVATION PARCEL e , a •o Ks x ~ ER~ ~ ~ 0 688:73 FEET. T0. THE EAST LINE DF BECKETT LAKE- ESTATES AS YcrTY of cL~ARwArER) Q b y ! h ~ry h p• 0• s~ RECORDED 1N PL4T BOOK 65, PAGE 95, PUBLIC RECORDS OF ~ W (n 4 h h , FRONT YARD. SETBACK = 25 ~ JJ PINELLAS COUNTY, FLORIDA; THENCE N.00'32 59.'W, ALONG ; 6j •.22 h~. - COMMENCE AT THE NORTHEAST CORNER OF THE. NE 1/4 OF THE S aso1'12" ~ t7 ~ : 0' 'S A DISTANCE 1 £ s 86'01'12" E ~ SA10 EAST LINE OF BECKETT LAKE ESTATES, 670:97 FEET T0. SIDE YARD SETBACK = 5 ~ ; , yr+ Q I ; m s ~ z SE. 1/4 OF THE: NE. 1/4, THENCE .RCIN S 0 .35 4 E, 9•,ro ay ~a kr? ~s-, ~ i ~ ~ ? HE R SDICTIONAL UN FOR.' A. POINT OF 19.3'0' REAR. YARDSETBACK = 10 ii w ~i THE SOUTH RIGHT OF WAY LINE OF MONTCLAJR ROAD; THENCE Q ' d ~ ~ ~ ~ OF 373:2, FEET TOT JUG I , „ ~ N + .''~,fl'-'-•, ~ 9 • " 1 ~ ~ o ~ HNC 'N; 69'41:14 W ' A "DISTANCE QF 46J2 FEET' ~ S.89'35'32"E:, ALONG SAID SOUTH RIGHT O.F. WAY LINE;. A ~ ~ ~ . • WETLAND BUFFER = 15 ~ • O , n•, o ~ ,o. , ~ . lW . t2 ~ o w CONSERVATION EASEMENT BEGINNING; T E ~ E~~ ~ ~ ! w N o.R• 9313. PG.' 398 THENCE .N.52'44 50 W. A DISTANCE OF; 84;22 FEET; THENCE DISTANCE OF 688.11 FEET TO THE POINT OF BEGINNING. ~ ) , 6 h 19 -TH NCE ° :42'21 47 W.• w s~, ~ 2 i N.05 46.43 E., A .DISTANCE :OF . .22 FEET.;.., E , N , f ~ ;a ~.:W 'o ;gym :,r 's''~! +7 • • ~ w A 'DISTANCE OF 28,5$ FEET; THENCE N:50 46 291N,' A DISTANCE : fit r r S a ~ R;~6 » . DESCRIPTION: (UPLAND ..PARCEL) ~ ~ ~ ~ ~ ~ •i~ s , s ~ s. 26;67 FEET• THENCE'`N.48' 14 58. W, ~ A DISTANCE.. OF 52.16 FEET; . ~ qC ~ ~ AeO , . ~ z N THENCE N.4T 12 47 .W; •A DISTANCE OF 55.17 FEET;. THENCE AT BLDG' - ~ li' ~ •~I r 1 " i0, e~.. , n ~ ~ ~ • " to ~ ~ " N.54'25.45 W. A DISTANCE OF 49;95 FEET .THENCE 5.42'42'19"W A PORTION OF THE NORTHEAST 1/4 OF THE SOUTHEAST i/4 ~ ~ r.; 7 .a ~ o ~ • 10 ~ ~ m ~ ~r b ~ r, • " + ; d ~ ~ ~ o ~ A DISTANCE OF 53' 3$ FEET; ; THENCE N. 82' > 2 32 W., A DISTANCE OF THE NORTHEAST 1 4 OF' SECTION 1, TOWNSHIP 29 SOUTH, r~^ ~ ~ ~ ~ •o , • •22 N OF 33.66 ,FEET; .THENCE 5:42 2.8 26: W., A DISTANCE. OF 41.36 FEfI:• RANGE 15 EAST, TOGETHER WITH THE EAST 17 41 FEET OF THE` NORTHWEST 1/4 OF THE SOUTHEAST 1/4 ~ ~ " ` s ' ~ ~ THENCE. S.32'36'1 i,"W., A `DISTANCE; OF 42.18 fEEl'. THENCE. AT BLDG~a b •3 •,c s~ ; S.33 40 08 'N!; ' A` DISTANCE :OF' 38;05 FEET , :THENCE: 5.53.02 17 W., OF THE NORTHEAST 1/4 OF SECTION 1, TOWNSHIP 29 ~ ~ . D E SOUTH RANGE 15 EAST PINELLAS COUNTY FLORIDA. 01 ~ ~ ~ ~ ' a .0'' ~ ' o ~ » A ISFANC OF, 42,52 ~FEET•: THE>11CE 5:66''40'a 1:"W., A DISTANCE OF a' WOOD • 18 , ~ r 9" ~ 17 ~ t)ER~S . ~ • ~r 32.67 'FEET fiHENCE S. 44'48' 18 "W, A DISTANCE . QF 23:05 FEET; BEING MORE. PARTICUEARLY DESCRIBED ASFOLLOWS: COMMENCE "J ~ INS- •a ~ •1~i >r , ~n ~ , , . ON ~ , ~ • ~ Aso ~ „ THENCE S• 25.55 38 ,W,„~". A DISTANCE; OF 59:82 . FEET; THENCE , v.J ` ; ~ __-~r wrA .off ~ 8/23/00 acs` •cr . ~ ~ cs 5.04.35.13.!: A DISTANCE QF 51,76 FEET;. THENCE S:: 19.58'07"E., , r ~D I AT BLDG'' S y~ 'e~ ~ . WATERLINE r COMMENCE AT THE NORTHEAST CORNER OF THE NE 1/4 OF THE / / ~ ~ , • ~ z 59 55 FEET'. THE CE'.5,23`53 59 E 'A DISTANCE :OF ~ k 6 ~ ~ ~ A 'DISTANCE OF N , . N,ti , SE. 1 4 OF THE NE 1 4; THENCE RUN S.00'35'S4 "E., A DISTANCE CERTlFlED T0.• OF .373.23 FEET TO THE JURISDICTIONAL.. LINE FOR A POINT OF . . ~ ,r~ ~ Lr ~ j 41:42 FEET, THENCE: S 00 57 45 W ; A DISTANCE OF 41.16 FEET; . . > GUARANTY BANK, TSB. BEGINNING; ,THENCE N:69 41 14 W., A DISTANCE OF 46.72' E;EET; LTD, J BECKETT LAKE ZDDGE, ~ , ~ ~ THENCE. S•04 10 J9 W.; A DISTANCE:OF 44:20: FEET,•~ THENCE 7•• ~ ~ ' .,~cs~, 3! ~ S:0144 51 f.; A DISTANCE OF 49.p6 FEET: TQ • TM :SOU H B A -THENCE N:52'44'50"W., A DISTANCE OF 84.22 FEET;. THENCE COMMONWEALTH LAND TITLE INSURANCE COMPANY ' 2 o s.~'\ ! OF THE NORTHEAST 1 4 OF THE SOUTHEAST 1 4 OF THE NORTHEAST N.05'46'43"E.; A DISTANCE OF 19.22 FEET; THENCE N.42'21'47"W.; FoRirzzo tAw cROLlP ` ' ` J ~ 2 ~ e ~ 1 4 OF SAID':. SECTION: 1, THENCE .S.89'27 .'4 ~ "E;; A DISTANCE OF •2 6 / , A DISTANCE OF 28.5$ FEE7• THENCE N.50'46'29"W., A DISTANCE . BACON E~ACON, JOHNSON, & GODDARD, P.A.. ~ ~ %`s`a~ .a ' 0 2~ h• ~ h 105.42 . FEET' 7HENGE N.21 `2143 W„ A DISTANCE OF .1.16:26., FEET; 26.67 FEET; THENCE N:48' 14'58 "W:, A DISTANCE • Of 52. t 6 FEET; ~ ~ DRAWN. < DY: THENCE N.4T 12'47"W., A `DISTANCE OF 55.17 FEET; THENCE JMF t4 6'~' 15 • •,o / 1 • i ~ 64 T' H NCE " ~ , ~ 2g • ~i THENCE N.213717. W., A DISTANCE OF , 66. ,.fEE , .T E , 2g *te 9 - 's ` o " "W. A' DISTANC .OF `75.93. `FEET• .THENCE N.19 03'31 W., N.54`25'45"W.', A DISTANCE OF 49 95 FEET; THENCE' S 42'42'19"W., . (J'~ 0 g• "~•t7 N,30 17.52 . , , . ; , . . . AT BLDG, h •a h - y 12 ti ~DER~3 A DISTANCE DF;25.92 FEET; THENCE N.132630 E., ;A DISTANCE „A DISTANCE OF 53:38 FEET; THENCE : N:82' 12'32 "W , A DISTANCE " ~ CHECKED .BY: , . . ~ ` e" ~'i 1 ~ F 30.78 F ET• .THENCE N.31.27 3~' E: ~ A DISTANCE OF 66.18 FEET; h~ i h 0. E , OF. 33:66 FEET; ;THENCE 5.42 28 26 'W., A DISTANCE OF 41.36 :F£Er' . - V THENCE N.6339.07 E A DISTANCE O.F` (05:23 FEET; THENCE TNENCE S.32'36'11 "W;, A •DISTANCE OF 42.18. FEET; THENCE 1:A. PADAGS ' ` S.33'40'08"W., A DISTANCE OF 38.05 FEET; <TH:ENCE S, 53'02' 17"W.; ~~Y 12 2~~~ • " p, o N.69 5.120 E'.; A 'DISTANCE ;OF 57,x:1; FEET; THENCE S,66 04 47 E., ~ : o~ ie •6 h• z A DISTANCE:OF 58.33 FEET ,THENCE: 5.78'16'56"E A`DISTANCE ' A DISTANCE OF 42.52 FEE1;' THENCE 5.66'40'51 "W., A DISTANCE OF SCALE:; ~ DATE .32.67 FEET; THENCE S.44'48' 18''W., A DISTANCE OF 23.05 FEET;... ~1~NNING DEPARTMENT : 40 x/27/01 6'~' ~ 1 q I N ~ OF 94.35 FEET; THENCE 5:63 34 40 E.; ' A DISTANCE OF ,19.64 : FEET; . 0 ~ . - THENCE S ~25'S5'38'$V„ A 'DISTANCE OF 59.82 : FEET; THENCE MITI OF CLEARWATER PARTY CHIEF " 9• • ! N THENCE 5.54 17 20 A DISTANCE .OF 4.1.4.E FEET THENCE . t6 •1p'h i"• 10" 1DER~'2 w~ 1',' 1„ tp 1 • ; S,56 20 02 E., A DISTANCE OF 47.11 FEET; THENCE S 59 4 3 E, . S.04'35'13?E., A DISTANGE OF 51.76. FEET; THENCE. S.19'S8'Q7"E:, SURVEYOR'S CERflF1CATE . 6 ~ s" a ; ~ 1 TAN OF<46:36 FEET• THENCE S88'0.1..:.12E: A':DISTANCE. A DISTANCE OF 59;55.:FEE1;~ .THENCE S.23'S3 59 E.; A DISTANCE OF PARTAIN 41.42. FEET; T1-IENCE S.00'57'45"W:; A DISTANCE OF 41.16 FEEL' ` I HEREBY CFRTJFY.• lNA T THE SKETCH OF THE AFFIXED, SURVEY'HEREON~ " ' o M•. 9 •i 1 w i k ~ ADS . CE , ~ 12 h h , i 4 F l • ! , OF 19.30 FEET, THENCE N.00 35 54 'W, A DISTANCE OF i • 6 EE . ' AT BLDC'~' THENCE S.04' 10'39 "W. A DISTANCE OF 44.20 FEET' .THENCE REPRESENTS AN ACR/AL. SURVEY MADE lINDER'MY 0/~'ECIlON AND ,THAT:: TO THE FIEIiD BOOK2~BGX 24" a TO THE POINT OF:BEGINNING;,.CONTAINING 1.049. ACRES, MORE OR LESS. } , 6 oain . S. BEST OF MY KNOWiEDCE AND BEUEF THERE ARE NO ENCROACHMENTS EXCEPT . , S:0144 51 E, A DISTANCE. OF 49.06 FEET TO THE SOUTH BOUNDARY PAGE: 48GX ' H ~ N AT ! S R Y T lH MNIM M AS /LGUSTRAIEI} EREON A D 1H THS U ,VE MEE S E. L U ' 0• of i ai . v ; ' ~ „ Q i ~ , OF THE NORTHEAST 1 4 OF THE SOUTH. EAST 1 4 OF THE NORTHEAST CHNlCAL STANDARDS. SET FORTH, B1`, IHE.fLOR/DA 'BOARD Of 'PROFESSIO/i+AL ~ 9. k 6 AT BLDC'~' 1 h cn i ' i/4 OF SAID: SECTION 1; `THENCE N.89'21'41 "W;; A DISTANCE OF: "S RVfYARS. AND MAPPERS /N CNAPI'ER 61G17'FLORIOA ADM/NISIRA7IVE' CODE. , CAD '~II~E: PURSUANT TO SECTION 472.027 FLOR/DA STATUTES 0' 24" 7 g• ~ OD " 0 • h 4 WO c~ i 105.42' , 12 ; 335:66'. 207.87 : FEET TO THE EAST LINE OF BECKETT LAKE ESTATES AS 2001 Q02.DWG c' M Fes; 4 DER~'1 ~ ~ . ~ ~ 4 6' WOOD o FC o.4 0°' 0.5 N X92141 W 688:73 RECORDED IN PLAT BOOK 65, .RAGE 95; PUBLIC RECORDS OF ' ` - NU PINELLAS COUNTY, FLORIDA; THENCE N.00 32 59 W.; ALONG SAID yl'a9~o 5 _ JOB. , I~ER. { I . : ,SOUTH .OF 1F . ' . , . ~ a EAST LINE OF BECKETT:LAKE ESTATES, A DISTANCE. OF 51U/ r»rcnAtc ruwvA,.r nr :.rwuviv utr, y `~o ' a+ 's , . ;,;'C`;:.... r•~ A SE. CORNER OF THE NE:.1/4 NE. 114 FEET TO THE SOUTH RIGHT OF-.WAY` LINE` OF: MONTCLAIR D, FLORIDA.. REC/STERED SUR OR SHEET s o ,i .5' OF THE SE. 114 OF -THf NE ° 1/4 , tea, . rHE NE i% THENCE 5.89 35.32E :ALONG SAID SOUTH :RIGHT OF WAY LINE, UNLESS YT BEARS IN£ S/GNAl1JR£ AND THE ORIGINAL RAJSEDSEAL OF THE A90t~f' SW.'CORNER:OF THE NE. 114 . FLOR/DA LICENSED SURVEYOR & MAPPER. IRIS DRAWING, SKETCH : PLAT:OR A DISTANCE ;OF 688.11 FEET :TO. THE POINT OF BEGINNING: . , . a ~Ss OF THE-SE. 114 OF THE NE 114 CONTAINING 5.915 ACRES ,MORE OR .LESS MAP IS FOR INFORMAAONAL,.PURPO$ES ONLY AND /S-NOT VALID of , 7 S P. SE's. _ 29 RG. 15 E ld~ f J ING PRO OSED DATA TABLE EX ST P SITE Paradise Develo ment . p 1. TOTAL SITE. AREA: 44,904.05 SF (1.03 AC t) 44,904.05 SF (1.03 AC f) Grau ,Inc. 2. TOTAL OPEN SPACE: 9,696.62 SF (0.22 AC) 12,487.64 SF (0.28 AC) 5 k p 3. OFFICE BUILDING AREA: - 7,680.00 SF (0.17 FAR) 1 - 5"r ~ STORAGE FACILITY: 1,792.00 SF (0.03 FAR) J Q . • ~ ~ 2901 RIGSBY LANE 4. PAVED AREA: 35,207:43 SF (0.78 ISR) 8,045.87 SF PROPOSED (0.17 ISR) ~ 6 ' 4 U'1 . ~I d SAFETY HARBOR, FLORIDA 34695 14,898.54 SF EXISTING (0.33 ISR) ~ ~ • . • GRAPHIC SCALE PHONE •(727) 726-1115 FAX(727) 726-2337 C 32 416.41 SF 0.72 ISR i PERVIOUS: 35 207,43 SF 0.80 A 5. TOTAL M ( ) ~ ) in o ,o zo as ` r / 6. PARKING SPACES: 81 23 ~ ~ ~ ~ ~ M) SAnf r 7. VEHICULAR AREA: 35,207.43 SF (78%) 22,44.41 SF (51%) ~ ~ ,~f,~= sir..>4 q _ ~ V~ • 8. INTERIOR LANDSCAPED AREA: 2,769.69 SF (6%) ~ ,989.38 SF (13%) ~ Sc.tnrV-~~~. is _ rdfr. rcRNeR cF. rNe +~d'c. `y (a" r,vc, (IAT FEET) ..y ~a ~ , 1 inch = 20 fk ~bv ~ ~ ~ti i:lNE OF OF 7fiL SF_. ? 4 Of~ 1,~c. Jt.. 1, ~ f ! ~ ~ , I I 1 RIV "J re ;iti, ,,~a. , __._.______..._.L..------.____~._.._._-__.~..__-..-....___....._ W U Ii ? ~ ~ k , V ~ ' ~ a , • r r ,G:i r`1'i~'i-rel. ~ ~ I , ~IJ ~ t, v Q r~ P. 0. B. o~ ~ ,.'ti I i~ G" ri'CF' .',a' , ~ ~ ,4 ` , `b , t, v ,,1 -•y t-. ~ 7~' • t4'E, CORArER GF THE NE. ?,/4 i' GF T1-lE SE. ?/4 OF TrtE' NE. P/T 1 - - S 89332 E ~ ~ ~ , ~ ,,U Sf~r-1;I'' =1h~"( . 'Y ~ ' E) i ' ~ ~~1 ~ f7 p~rlli- ~ i - , - 0 b tx ~ ? 41 ~ I : "'n IR I/ ~ Conn I'rAr s< ~ r~' r, >r E - - - i , k, . -ter of sECTlor! ?-zs s.-?5 E. t 'r i l._.., ' - fir--' - - - --a.._...--- . _ ~~~i__'• ~ LEGEND x513 ~ ~ F° 45 0 1r.tlr)'~ / ncv 'I ~ h r, _ • ~ L~ b ~ - ---~3~ @, 11 ~ ~ `'h ^t r f.l , ~ r`h I ~ , OD ~ )2 n, . 'C) ~ p _ ~ 1 P r~t 1G r b','„r).,I~ ilf" ;'~t``I9 1' JG'~• :7'~ 6 h o O ~ rN Sr~65.,?2 ~iij. •',~v i~hi S,{, v Pi a.. ~ . , ~ ,7., _ ' ~ ~ ~ 'FOd ~PrrcE ~ ~ ,I ~ . ~ ._.~__...f~ ~''Yi ,iil' n , ca . ~ a • 3• ~h 00 i5.~a' • II „ ,r „ L ~ r Dt __.._..__..__...~.,_,........,f_..._ ~ , r' ~ 4rfj<{ / ~ l 4 b If:'r`~, ,(1. Lt . • ~ \ ~ ~ ii J q 1' i ~Jw. * i ~1 dGi ~ ~ ~ ~ti' ~ ' r Ss 'Fk • , y 6 ~6, ~ ~ ~ ~ ' TYP TYPICAL ~ ~ y ~•Cl~ f r',~ ~r'~~t%O~ ! t r-II..I. 1' ~ t' j I h i I1.(•H ~ /1 I , D { F W. lf•- ~ SI,.tY1,~4rJ1 /.).~i ~ _ ,ai ~ E' I Z n ~'t% 1' L + a .L 5 Z. Cn•5t!~.~i 'L(V ,j~1 ti 1..r~,S.~1~fLr^I, r'!J<~. • 'u' w.~ I `~S' ~ , T ¢i hrm k c~ , n ~ ,yy " ~ f~ PROPERTY LINE f)'._.. 4] / ~ ~ 1 1 n l) " ~ i /1 ~.1 , ~1~ fit' ~f~ ~4 Y~ ~ 1 1y ?i l r f i I ~/1 ~i11 /'~vr l,^'f.l V7 . J 3 N~t.V~ ~ ~ i~~ 'f e ~ . I G. ~ U C° t t G'~ ,1, ~ IS It ~ ~f~ sir, 9i ~ t ^ J.lt, r r0 ~ ~ r I ~ ~ ~i R xd~',~i V~ 'u. ,P. .{wT ~ ~ ~ ` ' ' b ® PROPERTY WHEEL STOP 7)' g~„ V ~ ~ ~ u , ~ ~ ~ i _ • ~ ` ~ of ~ ~ nr ---~._.-T fi - . Y~~-= ---._~,~.._._-__z _ ~'v.,af~LC Cf L `e~ ~ ~v r r r ~ J , ~J { i 1 ~ ~~t k ~ i 1: ' } ~1v~: f~ ~~I.r~'!F'i; IN THI A,~ q ~ f ~~tv ' y'I ~~w;~a 0 ~ ~ F' nrtll IL_f.._ ti II n i; 9'.• fem... 'CT'` i ~ N ~ I. ~ g .I :'4' ~ '~dC. r , y ~ ~ 9 H (rvvU ~ __---._.J i ~ ~ .,d u , l~°.!)c.~ ,7v. i..._.I f J ~;'^~i na~ ~ J~t~,~ ~ ~ ~ t . rOV a ~ ai"~eY, k '~'nr PL r ` , ~ F ~ ? PROPOSED SIDEWALK ley ~ ti s^ f 9 ~ n w ~ /J 1r : J cA:, t' it I I , ~ ~ S~i~ ~ . • D, e } . ' ~ 4 I. ''sai - .1 I i _ V~J~ , ~ ~ ~i i41E .~k ~'La' ~ ~ ' r~ ~ ' ~ rr ~ PROPOSED PARKING LOT ~ i p~ i~ 1 f3 w' iNr„~ SE .d 1~ ~ . c~ ~ ~ t~~ ~ PROPOSED .ASPHALT TO BE REMOVED / \ E:" I '7 i J ° PR SED A.4F. 6lOC N ° ~ ' I . , o~ i~ n. ~ ~ , L.__ ~ 1frAfvarORP, f_~ q' r' h B.5 N ~ ivf(~ , r S' , a U . j ' L~~Q C~~ ,n:~~ E~~ ~ h~ R ~ ~i fi I ~ )Lrl G,C• ~ ~i'1L~~,.,. D_.._ .A 'yrll Lr= U •~C r. I ~ ~ r' r G), e j I`ll tr, ~ L~1 J ~ • u, ~ ~ ^ k i PROPOSED INTERIOR OPEN SPACE D.3' „ ~ 1 • ewsnNC . mnc. ~ ~ ~ r ,G r , _ ( V ~ ~ "1 ~ s~.1q rr~~~ae I ~ ~ ~ r ,v ' p l ~ I F,I ~ tJ > -r- F, rmrcarfaN 1 9 . ~E•R;~rs ~ :,,,~;«f °I ^J , a~'...-, ~ f, Ln ,n; CONChE ~ G ~ , PA i O ~ i _ ,.1 0l 0 r , ~,g J , i ~ r , z~ ' R 1, STORY OE EXISTING TREE TO .REMAIN t%' ~ U~' 15 ~ ~b• qJ J G , • '..J3 , Gj• 'v. . _ ~ e rpb • ~ ~ ~ 7 ~ ~ t~ i~ ' r r " ~ 17 ''Ic1^~" J <,r K 41 GHRA FRAME 0 e~ ~ ~ ~ ~ I o ~ l., rk~ ~ h „ • :;.~1 mss,:. ~ ~ 1 0 1 ~ LFE=64.21 - ZS" - B 1 ~t~ . i I ~ g r.;L• rf . , 0 q 'r• 1.5' ~y~'~ 9'~ ~ P EXISTING TREE TO BE REMOVED Mir R50 11 ~ ~ ~ „'1.,59'._.._ ~ t .i~x ~ U„ ~ N~ ~ ~p ~ h 6 .Jv1 f-, vrc ~i . "v \ ~ . ~~b„ ~ ~ y l l Vu p ,7 J p, J ~ „ i; ,~r"'' . K ~ i ,3 ~ i 3s.-_~ ~h ci t~ 3 ~ • ` b ~ , 4, ~ + 2~ c . 1'<' rp <0 ~r 1i1 I •,nfi" ;1.!i.c.~U' < l k Y. ~ ry i .r i p 1 ' _ , a q v'` ' L._ 18" I DEi? 13 ` lJ f39"Zl'45' ~Y iitlC~'`i r,, ~ V ~ 9 1' Fs' 1 1 i 1 1~ q ~r , f ~ „r Q r . ~~i ` , ~ h z 'I `c ~ J ~ v U r !7.^f T' rv I2 ~ I 1q."® 1 f .'S J ,;;q s.~ ~ ° i , 4 ,~a .5ti ~x ~ p,• to i 12 ~c2L; c, ' ~ ~ t~J I 1 . ~ gip' `b U w~n.nrro uNE ~ ~ ~ ~ ~ ~ ~GO{ 7 'J i , ~ ~ ~ ~ , ~ • U ,J „U 9 , ~ _ . ~ - ' ev I r h7 . i ( 1 1 ~ .''i ~ L ~ rte' ..a. S' >'1 ~ N+ - ~ J t~ a h p u 4 pn11~~~e ~ ~ .91Di a 1. h ~ • : - } ~ ~ d, 9 F~91, GJ ~1b r~ ~ I i O . ~ ,O d,,, N,, L\t ~ a ' a ' ^1 ' ~ ~ o • . ~ 1 (n Jai"~ ^G. ~ I ~ 34" ~ h~ rr ^ U~~;I`1E " S~V ~ ~v r C'1p ! I ~ ~,~`S>, R n X01,} 20. ~L>, ? ' ;)EfaDEi t~ ~ j 1Z ~ 22" ` I ~ s rn ,1" NeL•- - i , f~ a i 1 ~ ;ir r?J I 4J G~.' DERV : ~ ~y 7 r J U~~/ :1 ' N ~9' 0. ? ' R~~ ~ n~ f~ ' drry ~ c ( rr*~ ~ ~ $ \ Sr6 ~h ~a~i ~ ~i, ik `Mn TM ~~~i r~~i ~ !}~~~t"~?,Vt~s°~4~c "~iGyM ~4rvr~4~~~+ O b` ' r~• ~ ~yR.x. ~6~21~ ~ ERf~25 ; ~ Vii. a ~ J ~ ~ FCM 4'" . ~ , ~b 1, doh R O ~6 ~ ! ~1 X75" 4qi' f , U, a sr ~~zz" ! ~ ~ ~ . r° lx sri' a-> ~ j~. . i ~ ; . a G' G~rfSC . Jt~, fGtd _ti.S,-,~Jf:Ari"~ a ~ elf N L ~ ~ 1 01.20.04 KZ CONSTRUCTION SET' U; ~ X10 2J . Gy,, 1 - i I .c 7,.E ~7Cf'jd"t;- ~ ' I. p SITE DATA 1. SITE ADDRESS/LOC~TIOh! NE CORNER OF SOUTH BETTY LANE 6 1~ 3l " ~ AND PARK STREET . ' WOOD ~ 18" . 17" Ocfi?~.`i N0. DATE BY DESCRIPTION CONST. 2. GROSS SITE AREA:' 44,904.05 SF 1.03 AC 4 17 I'i _ N LiNf~ 1 s„ a REVISIONS 4 rnr ~ ~ R~~s/oo ~ ,p 3. EXISTING ZONING: °D° 1' I ~ . L,. N~L1'L•RI,,v . ~ kips rG o j 1' p~ ~x_ L~ L I y,' . CERTIFICATION AND SEAL s.~ 4. PRESENT USE: PARKING LOT . ~ o ,,G I h S. PROPOSED USE: OFFICE BLDG. & EQUIPMENT SHELTER THHS PWV ANDI SPECIFI L~, p C, i9"~ 1 g 1" h~ t. , A ~ ie) in CATION WAS PREPARED 8Y ME OR UNDER MY DIRECT 6. REQUIRED BUILDIIG SETBACKS SUPERVISION AND THAT 1 • • FRONT 10.5' FT ARCHITECT OR ENGINEER za ~b ~ ~ SIDE 5.O' FT UNDER THE LAWS OF THE STATE OF FLORIDA AS SIGNIFIED BY MY HAND ' ~ 18 ° 11 ~ ~ h ~ = 1 AND SEAL. 7. ACCORDING TO F.R.M. COMMUNITY PANEL #12103C0108G ' Iy 1S„bhp` ~1• ~ ' THIS SITE IS LOCITED IN FLOOD ZONE "X" ~o ~ p h' ~ ~ (AREAS DETERMII~D TO: BE OUTSIDE OF 500 YR. FLOOD. PLAIN.) PROJECT NAME I Q ~ ° h G'~ ~ I f p ~ 1q.. ~ i r~ ~ N u _ BECKET LAKE A.L.F, 8. ~ THERE-ARE NO ©~VIRONMENTALLY SENSITIVE AREAS ON THIS SITE. ¦ ~ ~ 1 & ~hG' uLF' ~ G ? 10' j1..~ ~ 1L%' ~ ' 2155 MONTCLAIR ROAD bhp "v 1 9. BUILDING HEIGHT: 10'-3" CLEARWATER, FLORIDA of ' 1 i U, R G I I DRAWING TITLE I j 10. THERE IS NO SILAGE ASSOCIATED WITH THIS PROJECT x 7 4 ~ q. 'vl 1 12 024 "i 4' Wo("o d x Fl.'M 0 , • 01.20.04 DATE KZA PROJ NO. DRAWING NO. In. <x .l s goon ~'...t f cry 4" rF:rr , ur,r aF N 892149 W 688.73 f 231-03 RECEIVED DRAWN ARM SCALE: AS SHOWN SW. oo1,r,Er o rnE PIE. 1 !3FCK L. l : /aK_ E / CORNER OF Y7-lE NE. 1 0f17 IE NE. 1/4 MAY 12 2005 BY. z° OF 1HE SE. 1/41 OF (i-IL NE. 1j4' 8. 6:. 95 OF Th;E `.E. OF THE- n, r. P6. C4 4 of- THE NE. 1/4 RELEASED TO 1/ REVIEWED KZ CONSTRUCTION ! PLANNING DEPARTMENT BY: OF DWGS. I N ~ a Q ` ISSUE DATE: 01.16.04 1