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FLD2007-11033I FLD2007mllO3.3 1510 MCMULLEN BOOTH RD BAYSIDE BRIDGE PLAZA ATLAS 4 274A ZONING IRT LAND USE: IL RECEIVED: 11/UL/Lvv INCOMPLETE:' s o COMPLETE: 0 MAPS. /" PHOTOS: STAFF REPORT: i DRC : o�- CDB: 2LE � CLWCoverSheet °Clearwater 0 0 Planning Department 100 South Myrtle Avenue Clearwater, Florida 33756 Telephone: 727 - 562 -4567 Fax: 727 - 562 -4865 ❑ SUBMIT ORIGINAL SIGNED AND NOTARIZED APPLICATION • SUBMIT 14 COPIES OF THE ORIGINAL APPLICATION - Plans and application are required to be collated, stapled, and folded into sets • SUBMIT FIRE PRELIMARY SITE PLAN: $200.00 ❑ SUBMIT APPLICATION FEE $ 1 CASE #: RECEIVED BY (staff initials): DATE RECEIVED: 14Ep1 DEC 14 2007 PLANNINGl 6W&#,EKq CROFCLEWATH * NOTE: 15 TOTAL SETS OF INFORMATION REQUIRED (APPLICATIONS PLUS SITE PLAN SETS) FLEXIBLE DEVELOPMENT APPLICATION (Revised 04/24/2007) PLEASE TYPE OR PRINT— A. APPLICANT, PROPERTY OWNER AND AGENT INFORMATION: (Code Section 4- 202.A) APPLICANT NAME: WOOLBRIGHT DEVELOPMENTS INC. MAILING ADDRESS: 3200 North Military Trail, 4th--Floor, Boca. Raton, FL 33431 PHONE NUMBER: (561) 989 -2240 FAX NUMBER: . (561) 994 -5012 CELL NUMBER: EMAIL: mrickards @woolbright.ne PROPERTY OWNER(S): GORAL TOV ADA COMPLIANT, LTD., f /k /a GORAL TOV, LTD., List ALL owners on the deed 4444 Ste — Catherine Street West, Suite 100 Westmount, Quebec, Canada H3Z 1R2 E. D. Armstrong III, Esquire AGENT NAME: Tnhnsnn, Pope,, Rnknr, RTnppP1 F, RrnrnG, T,T,P MAILING ADDRESS: P. O. Box 1368, Clearwater, FL 33757 -1368 .PHONE NUMBER: (727)461 -1818 FAXNUMBER: (727)462 -9365 CELL NUMBER: EMAIL: eda@jpfirm.com B. PROPOSED DEVELOPMENT INFORMATION: (Code Section 4- 202.A) Applicant proposes PROJECT NAME: Bayside Bridge Plaza PROJECT VALUATION: $over $71,000 in improve STREET ADDRESS 1520 McMullen— Booth. Road PARCEL NUMBER(S): 09/29/16/84343/000 /0010 PARCEL SIZE (acres): 18.9:. acres PARCEL SIZE (square feet): 823,501 sq. ft. LEGAL DESCRIPTION: T.ni- 1 _ cnTTTU nATrG FAGUrnrT Rr1T7ARR _ arr•nrr1i nrT i-n f-hp TnAn r r nl at thereof as recorded in Plat Book 101, Pages 57 and 58, Public PROPOSED USE(S): Records of Pinellas County, Florida. See Exhibit "A "- for proposed uses. DESCRIPTION OF REQUEST: See Exhibit "A" attached Specifically identify the request (include number of units or square footage of non - residential use and all requested code deviations; e.g. reduction in required number of parking spaces, specific use, etc.) C:\Documents and Settingslderek. ferguson\ DesktopXplanningfonns _0707XFlexible Development (FLD) 0424-07.doc Page 1 of 7 ONGINAL i E� DEC 14 2007 - -,, DOES THIS APPLICATION INVOLVE THE TRANSFER OF DEVELOPMENT RIGHTS (TDR), A PREVIOU ��, UNIT DEVELOPMENT, OR A PREVIOUSLY APPROVED (CERTIFIED) SITE PLAN? YES _ NO X (if yes, attach a copy o the applical`le documents) C. PROOF OF OWNERSHIP: (Code Section 4- 202.A.6) ❑ SUBMIT A COPY OF THE TITLE INSURANCE POLICY, DEED TO THE PROPERTY OR SIGN AFFIDAVIT ATTESTING OWNERSHIP (see page 7) D. ❑ 1. 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: 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 "A" attached for responses to Criteria 1 through 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. r 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. C:\Documents and Settings\derek.ferguson\ Desktop \pianningfonns_0707\Flebble Development (FLD) 04- 24-07.doc Page 2 of 7 DEC 14 2007 WRITTEN SUBMITTAL REQUIREMENTS: (Flexibility Criteria) DAMNING MMTMEhri ❑ Provide complete responses to the applicable flexibility criteria for the specific Use as listed in each Zoning District to w�hhiiichhtth�e wwaiver�is �T requested (use separate sheets as necessary) — Explain how each criteria is achieved, in detail: E. STORMWATER PLAN SUBMITTAL REQUIREMENTS: (City of Clearwater Storm Drainage Design Criteria Manual and 4- 202.A.21) ❑ A STORMWATER NARRATIVE MUST BE SUBMITTED WITH ALL APPLICATIONS. All applications that involve addition or modification of impervious surface, including buildings, must include a stormwater plan that demonstrates compliance with the City of Clearwater Storm Drainage Design Criteria manual. A reduction in impervious surface area does not qualify as an exemption to this requirement. ❑ If a plan is not required, the narrative shall provide an explanation as to why the site is exempt. ❑ 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; ❑ Proposed stormwater detention /retention area including top of bank, toe of slope and outlet control structure; ❑ A narrative describing the proposed stormwater control plan including all calculations and data necessary to demonstrate compliance with the City manual. ❑ Proposed stormwater detention /retention area including top of bank, toe of slope and outlet control structure; ❑ Signature and seal of Florida Registered Professional Engineer on all plans and calculations. ❑ COPY OF PERMIT INQUIRY LETTER OR SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT (SWFWMD) PERMIT SUBMITTAL (SWFWMD approval is required prior to issuance of City Building Permit), if applicable ❑ ACKNOWLEDGEMENT OF STORMWATER PLAN REQUIREMENTS (Applicant must initial one of the following): Stormwater plan as noted above included X Stormwater plan is not required and explanation narrative is attached. At a minimum, a grading plan and finished floor elevations shall be provided. SWFWMD Permit No. 004763.000 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 Adrrlinistration Engineering Department at (727) 562 -4750. F. SUPPLEMENTAL SUBMITTAL REQUIREMENTS: (Code Section 4- 202.A) ❑ SIGNED AND SEALED SURVEY (including legal description of property).— One original and 14 copies; ❑ TREE SURVEY (including existing trees on site and within 25' of the adjacent site, by species, size (DBH 4" or greater), and location,_ including drip lines and indicating trees to be removed) — please design around the existing trees; ❑ TREE INVENTORY; prepared by a "certified arborist ", of all trees 4" DBH or greater, reflecting size, canopy (drip lines) and condition of such trees;. ❑ LOCATION 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 deviations to the parking standards are approved; ❑ GRADING PLAN, as applicable; ❑ PRELIMINARY PLAT, as required (Note: Building permits will not be issued until evidence of recording a final plat is provided); ❑ COPY OF RECORDED PLAT, as applicable; C:\Documents and Settings\ derek. ferguson\ Desktop\planningfonns_0707\Flex ble Development (FLD) 04- 24 -07.doc Page 3 of 7 9 G. SITE PLAN SUBMITTAL REQUIREMENTS: (Section 4- 202.A) 9 0 J K. SITE PLAN with the following information (not to exceed 24"x 36 "): Index sheet referencing individual sheets included in package; North arrow; Engineering bar scale (minimum scale one inch equals 50 feet), and date prepared; All dimensions; Footprint and size of all EXISTING buildings and structures; Footprint and size of all PROPOSED buildings and structures; • 14 2007 PLANNING W�apTMENr All required setbacks; All existing and proposed points of access; All required sight triangles; Identification of environmentally unique areas, such as watercourses, wetlands, tree masses, and specimen trees, including description and location of understory, ground cover vegetation and wildlife habitats, etc; Location of all public and private easements; Location of all street rights -of -way within and adjacent to the site; . Location of existing public and private utilities, including fire hydrants, stone 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(13)(1) 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: EXISTING REQUIRED PROPOSED Land area in square feet and acres; Number of EXISTING dwelling units; Number of PROPOSED dwelling units; Gross floor area devoted to each use; Parking spaces: total number, presented in tabular form with the number of required spaces; Total paved area, including all paved parking spaces & driveways, expressed in square feet & percentage of the paved vehicular area; Official records book and page numbers of all existing utility _ easement; Building and structure heights; Impermeable surface ratio (I.S.R.); and Floor area ratio (F.A.R.) for all nonresidential uses. REDUCED COLOR SITE PLAN to scale (8'/2 X 11); FOR DEVELOPMENTS OVER ONE ACRE, provide the following additional information on site plan: One -foot contours or spot elevations on site; Offsite elevations if required to evaluate the proposed stormwater management for the parcel; All open space areas; Location of all earth or water retaining walls and earth berms; Lot lines and building lines (dimensioned); Streets and drives (dimensioned); Building and structural setbacks (dimensioned); Structural overhangs; C:\Documents and Settings\ derek .ferguson \DesktopVlanningfonns 0707\Flebble Development (FLD) 04- 24- 07.doe Page 4 of 7 E H. LANDSCAPING PLAN SUBMITTAL REQUIREMENTS: (Section 4- 1102.A) ORIG@. ❑ LANDSCAPE PLAN with the following information (not to exceed 24" x 36 "): REC KOW, _ All existing and proposed structures; Z 1v 14 2007 _ Names of abutting streets; ttl1eeeerraa,� _ Drainage and retention areas including swales, side slopes and bottom elevations; P NING w'R YmEN), Delineation and dimensions of all required perimeter landscape buffers; CR®FCLEARWATE ;. Sight visibility triangles; _ Delineation and dimensions of all parking areas including landscaping islands and curbing; Existing trees on -site and immediately adjacent to the site, by species, size and locations, including driplines (as indicated on required _ tree survey); Location, size, and quantities of all existing and proposed landscape materials, indicated by a. key relating to the plant _ schedule; Plant schedule with a key (symbol or label) indicating the size, description, specifications, quantities, and spacing requirements of all _ existing and proposed landscape materials, including botanical and common names; Typical planting details for trees, palms, shrubs and ground cover plants including instructions, soil mixes, backfilling, mulching and _ protective measures; Interior landscaping areas hatched and /or shaded and labeled and interior landscape coverage, expressing in both square feet and percentage covered; Conditions of a previous development approval (e.g. conditions imposed by the Community Development Board); Irrigation notes. ❑ REDUCED COLOR LANDSCAPE PLAN to scale (8'/: X 11); ❑ COMPREHENSIVE LANDSCAPE PROGRAM application, as applicable. Landscape associated with the Comprehensive Landscape Program shall exceed minimum Code requirements to offset the areas where minimum Code will not be met. I. BUILDING ELEVATION PLAN SUBMITTAL REQUIREMENTS: (Section 4- 202.A.23) ❑ BUILDING ELEVATION DRAWINGS —with the following information; All sides of all buildings; Dimensioned; Colors, (provide one full sized set of colored elevations); Materials; ❑ REDUCED BUILDING ELEVATIONS — same as above to scale on 8'/2 X 11 J. SIGNAGE: (Division 19. SIGNS / Section 3 -1806) ❑ All EXISTING freestanding and attached signs; Provide photographs and dimensions (area, height, etc.), indicate whether they will be removed or to remain. ❑ All PROPOSED freestanding and attached signs; Provide details including location, size, height, colors, materials and drawing; freestanding signs shall include the street address (numerals) ❑ Comprehensive Sign Program application, as applicable (separate application and fee required). ❑ Reduced signage proposal (8 '/2 X 11) (color), if submitting Comprehensive Sign Program application. C:Mocuments and Settings\ derekferguson \Desktoptplanningrorms 0707kRepble Development (FLD) 04- 24-07.doc Page 5 of 7 K. ORMNAL REOUND K. TRAFFIC IMPACT STUDY: (Section 4- 202.A.13 and 4- 801.C) ';Z 14 2007 W iic ❑ Include if required by the Traffic Operations Manager or his/her designee or if the proposed development: PQ; NNG TI • Will degrade the acceptable level of service for any roadway as adopted in the Comprehensive Plan. CITYOKLEOW • 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): 1 Traffic Impact Study is included. The study must include a summary table of pre- and post - development levels of service for all roadway legs and each turning movement at all intersections identified in the Scoping Meeting. X Traffic Impact Study is not required. CAUTION —IF APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR A TRAFFIC IMPACT STUDY AND NONE HAS BEEN SUBMITTED, APPLICATION MUST BE RESUBMITTED AND SIGNIFICANT DELAY MAY OCCUR. If you have questions regarding these requirements, contact the City Public Works Administration Engineering Department at (727) 562- 4750. L. FIRE FLOW CALCULATIONS/ WATER STUDY: Provide Fire Flow Calculations. Water Study by a FIRE PROTECTION ENGINEER to assure an adequate water supply is available and to determine if any upgrades are required by the developer due to the impact of this project. The water supply must be able to support the needs of any required fire sprinkler, standpipe and /or fire pump. If a fire pump is required the water supply must be able to supply 150% of its rated capacity. Compliance with the 2004 Florida Fire Prevention Code to include NFPA 13, MFPA 14, NFPA 20, NFPA 291, and MFPA 1142 (Annex H) is required. E3 Acknowledgement of fire flow calculations/water study requirements (Applicant must initial one of the following): Fire Flow Calculations/Water Study is included. X Fire Flow Calculations/Water Study is not required. CAUTION — IF APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR A FIRE FLOW CALCULATIONS/ WATER STUDY AND NONE HAS BEEN SUBMITTED, APPLICATION MUST BE RESUBMITTED AND SIGNIFICANT DELAY MAY OCCUR. If you have questions regarding these requirements, contact the City Fire Prevention Department at (727) 562 -4334. M. SIGNATURE: I, the undersigned, acknowledge that all representations made in this application are true and accurate to the best of my knowledge and authorize City representatives to visit and photograph the property described in this application. Sig nature of roperty owner or re resentative E. D. arms rong I...' I. STATE OF FLORIDA, COUNTY OF PINF„j.rL Sworn to and subscribed before me this day of November A.D. 20 _07—to me and /or by Arms rung Y Iwho is personally known 3SP-6 w M commis ion expires: ' E • s Commission #DD449633 CADocuments and Settngslderek .ferguson\Desktolani s 0707Flebble DevelopmPaB e Of 7 .. ••.: fires eWe.,,2, 2009 ��i Bonded Troy Fein • IneMreMe, Ina pQ0445•7019 lie ORIGINAL !RECD, CITY OF CLEARWATER R 14 2007 i AFFIDAVIT TO AUTHORIZE AGENT NI�� TEST PLANNING & DEVELOPMENT SERVICES ADMINISTRA . MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, 2"' OF CLEMWATER PHONE (727)- 5624567 FAX (727) 5624576 GORAL TOV ADA COMPLIANT, LTD., f/k /a GORAL TOV, LTD. (Name of all properly owners) 1. That (I am/we are)* the owner(s) and record title holder(s) of the following described property:. Parcel No. 09/29/16/84343/000 /0010 located at 1520 McMullen Booth Road (Address or General Location) 2. That this property constitutes the property for which a request for a: Elexible development application.for a comprehensive infill redevelopment project (Nature of request) 3. That the undersigned (has/have) appointed and (does/do) appoint E. D. Armstrong III, Esquire, Johnson, Pope, Bokor, Ruppel & Burns, LLP, 911 Chestnut Street, Clearwater, FL 33756 as (hlslBreir) 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 (1 /we), the undersigned authority, hereby certify that the.foregoing is true and correct. GORAL TOV ADA COMPLIANT, LTD., f/k /a CORAL TOV, LTD. Property Owner By: DALFEN U.S. PROPERTY CORP., General Partner Property Owner ' STATE OF' IpSTRTCT00FCQUES,EC Murra alfen resident COUNTY OF . .RTC UES Before me the undersigned, an officer duly commissioned by the laws of the State of Florida, on this day of 2001 - personapy appeared Murray Dalfen, Pres. of* who having been first duly sworn deposes and �s ys the he/she fully understands the contents of the affidavit that he/she * Dalfen U.S. Property Corp., General Partner of GORAL TOV ADA COMPLIANT, LTD., f/k /a GORAL TOV, LTD. NplaTPublia My Commission Expires: ��' j�(� �� z O / O � am /% 5�,�'// S: application forms/development rmiNw /Affidavit to Authorize Agent "?o GLO Rl �q Ll TER y o 00 CH e 026 F EXHIBIT "A" TO FLEXIBLE DEVELOPMENT APPLICATION Bayside Bridge Plaza 1520 McMullen -Booth Road OWGINk RECG�W. `EC 14 2007 PLANNING MRTl eh,87 CITYOFCI.EAMNATF5 The subject property is approximately 20 acres located at the southwest corner of McMullen Booth Road and S.R. 590. It is currently zoned IRT with a land use designation of Industrial Limited. The parcel is developed with the Bayside Bridge Plaza shopping center, which was constructed in 1989, prior to the adoption of the Clearwater Community Development Code ( "Code "), but in compliance with the then existing zoning and land use designations. The adoption of the Code and designation of the IRT zoning district caused the existing improvements to become a legal non - conforming use. The property owner has previously submitted an application for rezoning and land use plan amendment, which represents a large -scale land use plan amendment and, as such, can not be completed for approximately one year. The applicant is a prospective purchaser of the property and their lender . will not approve the acquisition with the current non - conforming status of the property, which puts the shopping center at risk if damage occurs at 50 percent or more of value. Accordingly, the applicant requests flexible development approval of: (i) Termination of status as a non - conformity in accordance with Section 6 -109 of the Code to allow retail sales and services as permitted uses in the IRT zoning district; (ii) A north setback for structures other than buildings of 2.5' to retaining wall, where 20' is required by Code; (iii) An east setback for structures other than buildings of 4.1' to retaining wall, where 20' is required by Code; (iv) A south setback for structures other than buildings of 4.1' to retaining wall, where 20' is required by Code; (v) A west setback for structures other than buildings of 0' to pavement, where 15' is required by Code; and (vi) Approval of a comprehensive landscape program. Please see the attached narrative describing the criteria for termination of nonconformity. i ORIGINAL RED,. Section D. Written Submittal Requirements DEC 207 PLANNING MWMEW General Applicability Criteria: ClTVOFCLEPr,,WATER 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. Enclosed is an aerial photograph depicting the relationship of the shopping center and surrounding parcels. The shopping center has been in existence at this location since 1989 and was developed at the same time as the multi - family residential to the west, as a mixed use project, prior to adoption of the Code. To the south (across the railroad) is a mini - storage facility. Parcels located east of McMullen -Booth Road are located in the City of Safety Harbor, zoned commercial and occupied by retail and restaurant uses. The parcel to the north is located in the City, zoned O and developed with offices. 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. There is no new development proposed. The proposed termination of non- conforming status will allow the existing development to be reconstructed in the event of loss or damage exceeding 50 percent of its value. The existing shopping center has been in existence since 1989 and is compatible with surrounding uses. The request does not involve any specific changes to the shopping center which will be apparent to adjoining properties, other than the provision of additional landscaping which will enhance the shopping center. 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 termination of non - conforming status meets the criteria set forth in Section 6- 109 as described in the attached narrative. Allowing the termination of non- conformity will not adversely affect the health or safety of persons residing or working in the neighborhood of the proposed use. The parking area includes crosswalks for handicap accessibility and speed bumps, for the safety of shopping center patrons. 4) The proposed development is designed to minimize traffic congestion. The applicant is not seeking any additional density or intensity to what is currently in existence on the site, so this will not negatively impact traffic. There is excess parking provided, which minimizes the congestion of shoppers looking for parking spaces. The site plan reflects a shared parking calculation of KA 843 spaces of required parking. The existing parking at the shopping center is 857 spaces and the proposed parking is 851 spaces due to a loss of 6 spaces related to additional landscaping and handicap parking space improvement. 5) The proposed development is consistent with the community character of the immediate vicinity of the parcel proposed for development. The existing shopping center is compatible with this area of mixed uses. The parcel to the north, at the northwest corner of McMullen -Booth Road and S.R. 590 is zoned "O" and developed with office uses. The two parcels on the easterly side of the intersection are located in the City of Safety Harbor, commercially zoned and developed with retail and restaurant uses. The shopping center has been in existence at this location since 1989 and was developed at the same time as the multi - family residential to the west. To the south (across the railroad) is a mini - storage facility. 6) The design of the proposed development minimizes adverse effects, including visual, acoustic and olfactory and hours of operation impacts on adjacent properties. The design of the project was previously reviewed at the time of site plan approval. The shopping center is oriented to face McMullen -Booth Road. The existing development is an attractive and well - landscaped project. 12/13/2007 4:28 PM 48772.114502 #418958 v1 - Woolbright/Ex to Flex App 3 DEC 14 2007 PLANNING XWTMEw tC1 VOFCiE ATE,, P3 i 41001 REVIEW CRITERIA . PMNI G ImEfV'Y TO TERMINATION OF NONCONFORMITY APPLICATIORffy0FCLFAWWATFp,, Bayside Bridge Plaza 1520 McMullen Booth Road The Bayside Bridge Plaza is located at the southwest corner of McMullen Booth Road and State Road 590. The existing use of the Bayside Bridge Plaza is a shopping center with general retail uses. The Site also contains three separate buildings currently in use as a bank, fast food restaurant and tire center. The site is currently designated as Industrial Limited on the City's Future Land Use Plan and is zoned IRT, Industrial Research and Technology district. The City's Code classifies the existing shopping center as "Retail Sales and Service." Retail sales and service is a Flexible Standard use in the IRT zoning district and must be located within a building used for a permitted use in the district. Further, the retail use must be limited to a size no greater than 10% of the floor area of the principal building. Due to the size of the shopping center, it does not meet these criteria and is considered to be a nonconforming use in the IRT zoning district. The bank (considered an office in the City's code), the tire center (considered as vehicle service in the City's code) and the restaurant are all minimum standard uses in the IRT zoning district and do not require termination of nonconforming status. The Community Development Code allows an applicant to request the termination of status of a Nonconforming use in accordance with Section 6 -109C of the Code. This section requires that the Termination application meet three requirements. The three requirements and the applicant's compliance with them are outlined below. Specifically, the application requests Termination of status as nonconforming use for the existing shopping center. 1. Perimeter buffers conforming to the requirements of section 3 -1202 ( C ) shall be installed. The buffer requirements and those provided for the site are shown in the table below. Adjacent Zoning/Use Buffer Required Buffer Provided North SR 590 15 feet 4 -6 feet, variable South IRT /mini - warehouse 5 feet 5 feet East McMullen Booth Road 15 feet 10 -12 feet, variable West MHDR/ Multifamily use 10 feet 0 feet The project fully meets the buffer requirements for the south side of the project adjacent to the mini - warehouse development. The project is in partial compliance with the buffer width for the north and east sides of the site adjacent to the roadways. To fully provide the required width for the buffers on the north and east would required the elimination of parking spaces on the site. The applicant does not wish to eliminate any parking from the site due to the parking demands at this successful shopping center. Since the buffer width cannot reasonably be increased, the applicant has prepared a Comprehensive Landscape Program to improve the landscaping within the existing buffer widths and generally improve the overall appearance of the landscape on the site. It should also be noted that the buffer width on the north side has been reduced over time due to the widening of SR 590. Clearly, the reduction in the buffer width was as a result of governmental action and not within the control of the property owner. The site does not meet the buffer requirement to the west adjacent to the multifamily development. From our research, we have determined that the shopping center site and the multifamily project were approved and developed jointly as a mixed -use site plan pursuant to the pre -1999 zoning code. The two land uses share a common driveway located on the common property line which results in the lack of a buffer. While the current City code requires a buffer between these two land uses, the previously approved site plan used the common driveway, appropriate site planning and building orientation to separate the two land uses in an effective way in lieu of a buffer. 2. Off- street parking lots shall be improved to meet the landscaping standards established in section 3- 1202(D). The City code requires a minimum of 10% of the gross vehicular use area to be interior landscaping. The site currently has 11.7% of the gross vehicular use area as interior landscaping, thus this criteria is met. Further, the Code requires that interior islands shall be designed that in most cases no more than ten parking spaces are designed in a row. As can be seen on the site plan, the interior islands and parking spaces are designed such that there is an island typically every eight to ten parking spaces. Therefore, this code provision is met. 3. Any nonconforming sign, outdoor lighting or other accessory structure or accessory use located on the lot shall be terminated, removed or brought into conformity with this development code. Regarding the signs in this criterion, the project received approval by the Planning Department for a Comprehensive Sign Program (CSP) on March 20, 2006 (Development Order attached). This CSP approval specifically approved four freestanding monument signs: one at the McMullen Booth Road entrance to the project, one at the corner of SR 590 and McMullen Booth Road, one at the SR 590 entrance to the project and one at the McMullen Booth Road, � once to the RECEMD ,,,.0 14 2007 PLANNING DEMmpm -e Cliff OF CLERT1; 0 0 existing Checkers restaurant. The City has confirmed that since a CSP has recently been approved for the project's signs, this criterion is met for the project. With regard to the outdoor lighting, we are not aware that the lighting is nonconforming and it appears to function in compliance with the applicable codes. Therefore, this criterion is met for the project. With regard to any nonconforming accessory structure or use, based on our evaluation of the existing uses and review of the survey prepared for the site, there do not appear to be any nonconforming accessory structures or accessory uses. 'Therefore, this criterion is met for the project. 14 2007 PLANNING OWTMEW CITY OF CLEAATE SEC 14 2007 PMNINGOWTMENT C6 YOKLEARWATER 1&.0 14 2007 PI It NG 05KNEN1 MOKLEONATER March 20, 2006 Todd Pressman, President Pressman & Associates, Inc. 28870 US Highway 19, Ste 300 Clearwater, FL 33761 RE: Development Order regarding case SGN2005 -01007 at 1520 McMullen Booth Road. ( Bayside Bridge Plaza) Dear Mr. Pressman: On March 20, 2006, the Planning Staff reviewed your application for a Comprehensive Sign Program to enable signage as follows: 1. One monument style freestanding sign, 111.33 square feet of internally illuminated monument style sign. The sign will be located at the McMullen Booth Road entrance to Bayside Bridge Plaza and will be 13.92 feet high. The monument —style sign will match the building texture and color. The sign panel's backgrounds will be white; 2. One monument style freestanding sign, 30.00 square feet of internally illuminated" monument style sign. The sign is located at the corner State Road 590 and McMullen Booth Road. This is an existing sign that requires approval for an after the fact pole cover. The monument —style sign will match the building texture and color; 3. One monument style freestanding sign, 111.33 square feet of internally illuminated monument style sign. The sign will be located at the State Road 590 entrance to Bayside Bridge Plaza and will be 13.92 feet high. The monument — style sign will match the building texture and color. The sign panel's backgrounds will be white; and 4. One monument style freestanding sign, 30.72 square feet of internally illuminated monument style sign. The sign is located at the McMullen Booth Road entrance to Checkers. This is an existing sign that requires approval for an after the fact pole cover. The application for the Comprehensive Sign Program has been approved for the signs as submitted in the Master Sign Plan, subject to the following conditions: ORIGINAL . • REGMED ; 2007 PLANNING DWRTMENT Condition of Approval: CITY OF GCEAIATEp 1. That the required landscaping around the base of all freestanding signs be installed and /or maintained; 2. That all freestanding signs be five feet from all property lines and not within any required sight visibility triangles; 3. That the maximum height of the two proposed monument style freestanding signs not exceed 14.00 feet in height; 4. That the backgrounds of the proposed monument style freestanding signs maintain one constant color theme (white is proposed); 5. That one address sign of no more than three square feet be provide to each freestanding sign; 6. That the pole covers for Checkers and Tires Plus freestanding signs be permitted at the same time as the proposed monument style freestanding signs; 7. That any deviations from the approved Comprehensive Sign Program approval be review by the planning department prior to issuance of a building (sign) permit; and 8. That all other Code requirements /restrictions of Division 18 (Signs) be met, including limitations on grand opening banners, window, temporary, construction, sale /leasing signs, etc. Pursuant to Section 4 -303, an application for a building permit shall be made within one (1) year of the date of this Development Order (March 20, 2007). All required building approvals should be obtained within one (1) year of the date of issuance of the initial building permit. Permitted time frames do not change with successive owners. The approval is based on and must adhere to the submittal Master Sign Plan materials date stamp received January 10, 2005 and revisions date stamped received, March 20, 2006. The issuance of this Development Order does not relieve you of the necessity to obtain any building permits or pay any fees that may be required. In order to facilitate the issuance of any permit or license affected by this approval, please bring a copy of this letter with you when applying for any permits or licenses that require this prior development approval. If you have any questions, please do not hesitate to call John Schodtler, Planner II at 727- 562 -4547. Sincerely yours, Neil Thompson Development Review Manager cc: Mary Jo Fox, Sign Inspector °Clearwater Planning Department 100 South Myrtle Avenue Clearwater, Florida 33756 Telephone: 727 - 562 -4567 Fax: 727 - 562 -4865 ❑ SUBMIT ORIGINAL SIGNED AND NOTARIZED APPLICATION ❑ SUBMIT 14 COPIES OF THE ORIGINAL APPLICATION - Plans and application are required to be collated, stapled and folded into sets CASE NUMBER: RECEIVED BY (Staff Initials): DATE RECEIVED: NOTE: A TOTAL OF 15 SETS OF THIS APPLICATION AND ALL SUPPORTING DOCUMENTA CONJUNCTION WITH A COMPLETE LEVEL ONE OR LEVEL TWO APPLICATION. ORIGINk RE0 DEC 14 2007 REQ M4ALIBMITTED IN COMPREHENSIVE LANDSCAPE PROGRAM (Revised 04/24/2007) — PLEASE TYPE OR PRINT— APPLICANT, PROPERTY OWNER AND AGENT INFORMATION: (Code Section 4- 202.A) WOOLBRIGHT DEVELOPMENT, INC. APPLICANT NAME: MAILING ADDRESS: PHONE NUMBER: CELL NUMBER: PROPERTY OWNER(S): List ALL owners on the deed AGENT NAME: MAILING ADDRESS: PHONE NUMBER: CELL NUMBER: 3200 North Military Trail, 4th Floor, Boca Raton, FL 33431 (bbl) 989-224U FAX NUMBER: EMAIL: mrickards @woolbright.net GORAL TOV ADA COMPLIANT, LTD., f /k /a GORAL TOV, LTD. Ste-Catherine Street West, Suite 100 E. D. Armstrong III, Esquire Jobnsnn, Rope Rnkor, RLlpal l R7vrns _ T.T,P P. O. Box 1368, Clearwater, FL 33757 -1368 (727) 461 -.1818 FAX NUMBER: (727) 462 -0365 EMAIL: eda @jpfirm.com 1. 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. See Exhibit "A" attached for responses to Criteria l through 4. 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. C:IDocuments and Settingslderek .iergusonlDesktoplplanningforms 07071Comprehensive Landscape Program 04-24-07.doc Page 1 of 2 K. 0 . S. 2. COMMUNITY CHARACTER: The landscape treatment proposed in the Comprehensive Landscape Program will enhance the community character of the City of Clearwater. 3. PROPERTY VALUES: The landscape treatment proposed in the Comprehensive Landscape Program will have a beneficial impact on the value of the property in the immediate vicinity of the parcel proposed for development. 4. SPECIAL AREA OR SCENIC CORRIDOR PLAN: The landscape treatment proposed in the Comprehensive Landscape Program is consistent with any special area or scenic corridor plan which the City of Clearwater has prepared and adopted for the area in which the parcel proposed for development is located. THE LANDSCAPING REQUIREMENTS OF ARTICLE 3, DIVISION 12 MAY BE WAIVED OR MODIFIED AS A PART OF A LEVEL ONE OR LEVEL TWO APPLICATION, AS THE CASE MAY BE, IF THE APPLICATION FOR DEVELOPMENT APPROVAL INCLUDES A COMPREHENSIVE LANDSCAPE PROGRAM, WHICH SATISFIES THE ABOVE CRITERIA. THE USE OF LANDSCAPE .PLANS, SECTIONS /ELEVATIONS, RENDERINGS AND PERSPECTIVES MAYBE NECESSARY TO SUPPLEMENT THE INFORMATION PROVIDED ON THIS WORKSHEET. SIGNATURE: K:'. I, the undersigned, acknowledge that all representations made in this application are true and accurate to the best of my knowledge and authorize City representatives to visit and photograph the property described ' i application. Signature of property owner or representati E. D. Armstrong II'.I M. ti � ♦�ti� yEC 14 2007 PEE NING DMRTmEw CYO LEMWATER STATE OF FLORIDA, COUNTY OF PINELLP S Sworn to and subscribed before me this Z3,11 day of November , A.D. 20 -0-7—to me and /or by R n Armq +r ^ng 11!Fho is personally known k3ex idf+44hi4*�t ]i8cti[�1iWi. Notaly public/ My commission expires: Jayne E. Sears =•� Commission # DD449633 Expires September 2, 2009 i is Banded Troy Fain - Inwrenca, ina 800.395.7019 C.Zocuments and Settingslderek .fergusonlDesktoplplanningforms 07071Comprehensive Landscape Program 04- 24- 07-itioc Page 2 of 2 0 CITY OF CLEARWATER • AFFIDAVIT TO AUTHORIZE AGENT PLANNING & DEVELOPMENT SERVICES ADMINISTRATION MUNICIPAL SERVICES BUILDING. 100 SOU ni MYRTLE AVENUE. 2id FLOOR PRONE (727)- 5624567 FAX (727) 5624576 GORAL TOV ADA COMPLIANT, LTD., f/k /a GORAL TOV, LTD. (NOW of al PMP" -ffw s) 1. That (1 arn/we are)'the owner(s) and record title holder(s) of the following described property: Parcel No.*09/29/16/84343/000/0010 located at 1520 McMullen Booth Road (Address or tRwmW Loeadw) 2. That this property constitutes the property for which a request for a: Comprehensive Laddscape Program OftWre of request) 3. That the undersigned (has/have) appointed and (doestdo) appoint E. D. Armstrong III, Esquire, Johnson, Pope, Bokor, Ruppel & Burns, LLP, 911 Chestnut Street, Clearwater, FL 33756 . as (hknh4*) evengs) b aXtoub any petitions or other doommnts necessary to aIIect such ps#dm; 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 (Uwe), the undersigned authority, hereby certify that the.foregoing is true and correct. GORAL(TOV ADA COMPLIANT, LTD., f/k /a -GORAL TOV, LTD. DAoo ByLFEN U.S. PROPERTY CORP., General Partner ?ro dy owner COUNTRY OF CANADA / By° 21_W6� STATE OF Murray Dalfe , President cow�mroF' _DISTRICT OF QUEBEC Before me the undersigned, an officer duly commissioned by the laws of the State of Florida, on this ?Q_ day of p CTGb 61 jman personapy appeared Murray Dalfen, Pres. of* who having been first duly sworn deposes and says that he/she fully understands the contents of the atTdavri that he/she signed. *Dalfen U.S. Property Corp., General Partner of GORAL TOV ADA COMPLIANT, LTD., f/k/a GORAL TOV, LTD. COtt r[l � �ON6 e fiey-Duhlia My Commission Explrea: 14UXAf A B ts �'tV s y a S: app9cabon fon a/development review /AftWavit b A at eckQ� d o ICON) P °�b RE ORI GINX X 14 2007 PMNNG OMRTMENY CITY OF CLEA ATER K... UKIWoFUAL. Ems. !' 4 2007 PLANNING D6MRTMENt EXHIBIT "A" CITY OF CLtPWATEI TO COMPREHENSIVE LANDSCAPE PROGRAM APPLICATION Bayside Bridge Plaza 1520 McMullen -Booth Road This application is submitted in conjunction with a flexible development application to allow a termination of status as a non - conformity for the Bayside Bridge Plaza shopping center. The shopping center is located at the southwest corner of McMullen -Booth Road and S.R. 590. The termination of status as a non - conformity is des(6%&c i i detail in the applicant's flexible development application. I REt Written Submittal Requirements 1) Architectural Theme. a. The landscaping in a designed as a part buildings proposed c development. OR OEC 14 2007 PLANNING DWTMENT CITY OF CLEMWATER Comprehensive Landscape Program shall be of the architectural theme of the principal r developed on the parcel proposed for the 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 reason for this request is to provide relief from perimeter buffer requirements to allow: (i) a 6.4' buffer on the north side, where 10' is required; (ii) a 10' — 12' buffer on the east side where 15' is required; and (iii) a 0' buffer on the west side where 10' is required. The parking lot was developed prior to adoption of the current Code and addition of perimeter buffer width at this time would result in a loss of parking spaces. The property meets the 5' perimeter buffer requirement along the southerly boundary. Please see the narrative regarding termination criteria for a more detailed explanation of the reduced buffers. As shown on the enclosed plan, the applicant proposes additional landscaping, including 105 additional trees, which will further enhance the shopping center's 129 existing trees. Foundation planting areas are provided along the fagade as I a . shown on the landscape plans. The existing parking area meets the requirements for vehicular use area landscaping. The existing islands provide the required shrubs and groundcovers. Additional shrubs and groundcovers, as shown on the proposed landscape plan, will be provided to replace missing plant material in the internal islands. As shown on the proposed landscape plans, the applicant will replace five existing parking spaces with vehicular landscape islands, which will meet Code requirements as to spacing and landscape. Additional foundation planting will be added along the east elevation. 2) Community Character. The landscape treatment proposed in the Comprehensive Landscape Program will enhance the community character of the City of Clearwater. The proposed landscape treatment will upgrade the shopping center and the additional trees will make it more visually appealing to passersby at this intersection of McMullen -Booth and S.R. 590. 3) Property Values. The landscape treatment proposed in the Comprehensive Landscape Program will have a beneficial impact on the value of the property in the immediate vicinity of the parcel proposed for development. The level of landscape treatment proposed would be fresh, lush and clean which is an improvement over the current conditions on the site which was developed over 15 years ago. These changes will be an immediate improvement on the area and will have a significant beneficial impact on the surrounding area. 4) Special Area or Scenic Corridor Plan. The landscape treatment proposed in the Comprehensive Landscape Program is consistent with any special area or scenic corridor plan which the City of Clearwater has prepared and adopted for the area in which the parcel proposed for development is located. Not applicable. MGM RED 12/13/2007 4:32 PM r ZOOi 48772.114502 #419267 v1 - Woolbright/Ex to Comp Landscape PLANNING BMRTMENT CITY OF CE ATER INST # 93- 028872 PINELLAS COUNTY FLA. .FEB 2, 1993 12:59PM OFF.REC.BK 8166 PG 485 FDIC NATIOML RUCTION 1992 The undersigned, Federal Depose. "'Xns4ranee Corporation as Receiver of New Bank of New England, N.A. (herein called "Grantor "), whose mailing addresd-., Is-. c/o RECOLL Management Corporation, 28 State Street, 23rd F•lapiZ, "Boston, MA 02109, for and in consideration of the sum of TEW AND V0 /100 DOLLARS ($10.00) and other good and valuable considsrat:6)A-�„in hand paid to Grantor, the receipt and sufficiency of which 's hereby acknowledged, by these presents does hereby GRANT, SEI,Ii•� ind_,,. -ONVEY unto GQral Toy. Ltd. . 4'Z d 1 �'0 a Florida Limited , artnershi : Jhik.ein called "Grantee ") , whose mailing address is $479 Placg,j � p hare, Ville Mont- Royal. Quebec. Canada H4P155: w o u L . W a (i) that certain tract or parcel of land situated in Pinellas c'cunty�•. Florida, described in Exhibit "A" attached herhtld`, and incorporated herein for all purposes•,.., -- together with all rights and appurtena.;619i;:�ertaining thereto, including, but not li:rtit id _$ :b, any right, title and interest of Grant6rr ni`and to adjacent streets, alleys or rights; -'. sway (the "Land ") , and a11.... bufjdings and other improvements situated on tide':I,4nd, together with all fixtures and other pxoparty attached thereto (hereinafter collectively .'.cal led 'the "Improvements") (all of the,; 'gr6*1 ng Land and Improvements being hereinafter together ca1led:the "Subject Property ") , subject to general real estate taxes <..ori-. the Subject Property for the current year and subsequent I�ies."ssments for prior years due to change in land usage or ownershi'0,.;.zoning laws, regulations and ordinances of municipal and other:,`goiiornmental authorities, if any, affecting the Subject Property.�ar�d -:a l matters set forth on Exhibit "B" attached hereto and made'�..a' part hereof by reference (all of the foregoing hereraft.�t; balled the "Permitted Encumbrances "). TO •EVE AND TO HOLD the Subject Property together with all and s�:, iigi far :the rights and appurtenances thereto belonging, unto the• Grant a --'and Grantor does hereby bind itself, its successors and 4sb.tgnd.•, to WARRANT AND FOREVER DEFEND all and singular the Subject Property unto the Grantee and assigns, against every person U6msoever lawfully claims the Subject Property or any part thereof by'; through or under Grantor, but not otherwise, subject, however, to. the Permitted Encumbrances. ORIGINAL NATIONAL AUCTION 1992/CRO RE FINAL (1) DEC 14 2007 PMNINGIVORTMeso, CITY OF CLEOWATEL KARLEEN F. DEBLAKER ERK i RECORD VERIFIED BY: ,� �1 pINELLAS COUNTY FLA. OFF.REC.BK 8166 PG 4B6 GRANTOR makes no warranty, express gi`4mplied, or arising by operation of law, As. to (a) the nature, condition or geology of the Subject Property or any portion there6f ,- -. including, without limitation, the nature and condition o::ttre;rrater or soil, or (b) the suitability or appropriateness of the 'Subject Property for development or renovation or for any - .d all activities or uses which Grantee may elect to conduct th`exeort, or (c) the existence of any environmental hazards or cond-iti�ne; on or at the Subject Property (including the presence.- of, esbestos), or (d) the compliance of the Subject Property'�:o� its operation with all applicable laws, rules and re qul t3oria°, or (e) the condition or state of repair of the Subject ,Prorea�ti+ or any portion thereof, or (f) the visible or hidden dfedtis.in material, workmanship or capacity of the subject Property.,o piny portion thereof, and there are no implied warranties of- abitability, merchantability or fitness for a particular purpose i§ to the Subject Property or any portion thereof. By acceptance of this deed, Grantee acknowledges that Grantor is under no obligation to alter, repair or improve the Subject Property or any pprtioi thereof. By acceptance of this deed, Grantee acknowledges that,. it has fully inspected and reviewed the Subject Property, :incltrd #-fg, without implied limitation, the physical aspects thereof "-'arid--` all matters affecting the operation thereof, and that deli4sry of the Subject Property is "AS IS ", "WHERE IS ", and "WITK,AL'..FAULTS", and that Grantor has disclaimed any and all impiied'z-- •.warranties with respect to the Subject Property. By acceptiindi4.,6f this deed, Grantee acknowledges that it is not relying. �%,ork ?any representation, warranty, written information, date =,, tapdrts or statement of Grantor or any of its employees or agenti-i -4f any, with respect to the subject Property, including, witlniut 'implied limitation, the physical condition or operation oP.' the> Subject Property. By acceptance of this deed, Grantee acknowledges that any and all information of any type that Grantee has" x0celved or may have received from Grantor or Grantorts employees;. or. -. ' g1q!As was furnished on the express condition that Grantee wou'lsl make, and by acceptance of this deed,. Grantee acknowledg*iga'that it has made, an independent verification of the accura 'y.,,,of�;_ a y and . all such information, all such information beingftrii4hed without any representation or warranty as to accur,igy`��or;6ompleteness whatsoever. By acceptance of this deed, GraAt�-@. acq es that no warranty has arisen through trade, custom or cour6.q.b dealing with Grantor, and agrees that all disclaimers of warranties shall be construed liberally in favor of Grantor. ORIGINAL REGNOD EEC 14 2007 NATIONAL AUCTION 1992 /CRO PLANNING DWRTMEND FINAL (1) CITY OFCLE ATE 2 EXECUTED this fir-:, -.. day of Signed, sealed, and delivered in the presence of: p�t n e 1 011 pri t name REG�..- --•Wl anagement Corporation as /Attorney -in -fact for the :,federal Deposit Insurance Corporation.: as `Receiver of New Bank of ..New'F,ngland, N' . •t. ; title: `s,• "•�,C1QiQwLBDGP.NEN� STATE OF MASSACHUSE'MS'''. °•_ County of Suffolk January Q), 1993 Before me;'''appeatrid. Robert J. Moynahan, Vice President, and acknowledged tho •exedution of the foregoing instrument to be his free act and;,"do0d.., 'and the free act and deed of said corporation. He is perso:a�j 'kniwn to me or has produced as identification.,' Notary Public < Print names ` My Commission Expires: KAREN SHARKEY- TAYLOR, Noiary'Public ' PINELLAS COUNTY FLA. OFF.REC.BK 8166 PG 487 NATIONAL AUCTION 1992 /CRO FINAL (1) PAY commission Expires Nov. 20, 1918 DEC 14 2007 PLANNING Wnwmeqi CY ®F CLEOA.147 PINEI,LAS COUNTY FL, OFF.REC.BK 8166 PG 488 NATIONAL AUCTION 1992/CRO FINAL (1) K.'. DEC 14 2007 PLNNING 0 TME�� MYO G�Ed ATER . PINELLAS COUNTY FLA. EXHIBIT A OFF.REC.BK 8166 PG 489 LEGAL DESCRIPTION! ` >.. Clearwater Marketplace Clearwater, Florida Asset No. 1638 Lot 1, SOUTH OAKS FASHION SQUARE, accgrding;W i4e map or plat thereof as recorded in Plat Book 101, Pages 57 and 58, of the Public" t #--eeprds cif Pinellas County, Florida. TOGETHER WITH non - exclusive easements" Article 1 and for drainage and storm sewer,:-4`.,i dated November 22, 1988, recorded November 602, of the Public Records of Pinellas County!,. 6947, Page 916, of the Public Records of Pinell as follows: CroSsEasement/ingfess and FUgss., i961ar ingress and egress as defined in in Article 111 of that certain Agreement Per 38 in Official Records Book 6884, Page CRY L, as amended in Official Records Book ity, Florida, more particularly described A common driveway easement lying- -'aver a portion of Lots 1 and 2 of South Oaks Fashion Square as recorded in Plat Book "i.00, Pages 57 and 58 of the Public Records of Pinellas County, Florida, being further describ, ,as "follows: begin at the northwest corner of Lot I of said plat; thence along the southerly, 4t- � of State Road No. 590 S89° 10'41 "E, 19.27 feet; thence S02 °30' 13 "W, 197.83 feet; .thence; S00 °07'04 "W, 218.21 feet; thence along the arc of a tangent curve to the left 96.75,feet, rddiu� 225.00 feet, central angle of 24 °38'17" and a chord bearing S12" 12'04 "E, 96.01,fe�t id"it point of reverse curvature; thence along the arc of a tangent curve to the right 96.75 ,feet,;_radiiU 225.00 feet, central angle of 24 °38' 17" and a chord bearing S 12° 12'05 "E, 96;61 `feet; thence SOO °07'04 "W, 346.04 feet; thence along the are of a tangent curve to the left., *V toot, radius 10.00 feet, central angle of 53 °07'48" and a chord bearing S26 °26'50 "E,;$.94"` *eeet ;, %thence S53 000'44 "E, 257,93 feet; thence along the arc of a tangent curve to the ieft'�J`9 feet, radius 5.00 feet, central angle of 59 °27'34" and a chord bearing S82 °44'31 "E; :96 feet; thence N67 °31'42 "E, 485.74 feet; thence along the arc of a tangent curve to the.lef_t,2 :53 feet, radius 20.00 feet, central angle of 67 024140" and a chord bearing N33 °4912'` °E, $2:20 feet; thence NOO °07'02 "E, 299.60 feet; thence S89 052'58 "E, 42.00 feet; thence%S{>0 o W) W, 40.00 feet; thence N89 052'58 "W, 2.00 feet; thence along the are of a tanger i-curve "to the left 15.71 feet, radius 10.00 feet, central angle of 90 °00'00" and a chord bearing of S45 °07'02 "W, 14.14 feet; thence SOO °07'02 "W, 249.60 feet; thence along the arc of *14ngePt`curve to the right 58.83 feet, radius 50.00 feet, central angle of 67 °24'40" and a chord��lie ng S33 049'22 "W, 55.49 feet; thence S67 031'42 "W, 485.74 feet, thence along the arc of a_tangent curve to the right 36.32 feet, radius 35.00 feet, central angle of 59 °27'340 and ' .chirrd ,:bearing N82 °44'31 "W, 34.71 feet; thence N53 000'44 "W, 277.93 feet; thence 100 °07'04 "E, 366.04 feet; thence along the arc of a tangent curve to the left 83.85 feet, radius 195.00 feet, central angle of 24 °38' 17" and a chord bearing N 12* 12'05"W, 83.21 feet to a point of reverse curvature; thence along the arc of a tangent curve to the right 109.65 feet, radius 255.00 feet. central angle of 24 °38' 17" and a chord bearing N12° 12105 "W, 108.81 feet; thence N00 °07'04 "E, 223.38 feet; thence NO1 °31'59 "W 193.11 feet; thence S89° 10'41 "E, 24.53 feet to the point of beginning. K:. 42007 DMTMENT PINELLAS COUNTY FLA. OFF.REC.BK 8166 PG 490 A parcel of land lying in Section 9, Township 29 South,'Range 16 East, Pinellas County, Florida, also lying over a portion of Lots 1 and 2 of South,, Fashion Square as recorded in Plat Book 101, Pages 57 and 58 of the Public Records of Pinellas County, Florida, being further described as follows: Commence at the northwest comer of said Section 9L;, theme along the north boundary of said Section S89° 10'41 "E, 399.03 feet; thence leaving saidnorfh boundary S00 °07'04 "W, 468.00 feet; thence S 10 °48' 15 "E, 190.00 feet; thence` $00°0'1;'04 "W, 40161 feet to the point of beginning; thence S89" 16'36 "E, 37.77 feet, thiii .SS3 °.00'44 "E, 248.20 feet to the northerly right -of -way of the Sea Board Coastline Raih*ia kas" reeorded in Deed Book 47, Page 308, of the Public Records of Pinellas County, Florliw h& along said northerly right -of -way by the arc of a non - tangent curve to the left 2fi316, =felt, radius 2050.00 feet, central angle of 07 °21' 19" and a chord bearing S60 "47'58.'W.', 26Z: §8 feet; thence leaving said northerly right - of -way N89° 16'36 "W, 342.04 feet to a point lying 100.00 feet east of the west boundary of said Section 9; thence along a line 100:00 feet, east of and parallel with said west boundary N00 007'04 "E, 278.02 feet; thence 589x•1.¢`36 "E, 335.02 feet to the point of beginning. Drainage h9a ` A drainage pipe lying over a;poruon of. 2 of South Oaks Fashion Square as recorded in Plat Book 101, Pages 57 and 58•.£,the?tiblic Records of Pinellas County, Florida, being further described as follow: , Commence at the notthgast`coroer of said Lot 2, thence S00 °07'04 "W 418.00 feet; thence S 10 °48' 15 "E, 190.00 feet ,A. erice S00 °07'04 "W, 319.58 feet to the point of beginning; thence continue S00 °07'Oa "lilt;;:- 105';42 feet; thence S01 °26'58 "E, 13.27 feet; thence S 14 °35'03 "W, 25.88 feet; thenco N!75 °14*t5fi "W, 30.00 feet; thence N14 °35'03 "E, 140.71 feet to the point of beginning. BPMSU267 dt IrV/93 24 ..i. 2 K..'. PINELLAS COUNTY FLA. OFF.REC.BK 8166 PG 492 EXHIBIT B PERMITTED EXCEPTIONi@ Ctlehrwater Marketplace Clearwater, Plorida Asset No. 1636 i. Rights or claims of parties ,in•..pd('ssssion not shown by the public records. 2. Easements or claims of easemeats•� not-shown by the public records. 3. Encroachments, overlaps, ksounda,ty line disputes and any other matters which would be discibsed by an accurate survey or inspection of the premises. 4. Any lien, or right to-.a liven-- for services, labor, or material heretofore or hereafter furnished, imposed by law and not shown by the public., tl4lls. 5. Any claim that anyYS'part_ 'of said land is owned by the state of Florida by right,., oi~~soVereignty, and riparian rights, if any. 6. Real Property TaKe,�.for the year 1993 and subsequent years, which are not 'et due and payable. 7. Easement to ii- raltlas Water Company and Assignment thereof to the City- `A�bf. $t.. Petersburg, Florida as contained in the instrument,- 'vbcjdrded February 3, 1954 in Deed Book 1465, page 175 thru •i7�8, inclusive, of the Public Records. of Pinellas County', j Flo''r•ida . 8. Resttictj.ons recorded in Deed Book 266 page 184, of the Public Recordg ''qf Pinellas County, Florida, as follows: (No residence;•'shall be erected or maintained nearer the street line than 20 feet and no building on said premises, except for grape :purposes, shall cost less than $2;500.00." (as to ;.portion of insured premises which was fox'merly Lots 11 and 12, lock C, Dellwood Heights) 9;.." t4kt6s and conditions of Agreement by and between the City of , "-- cf6arwater, Florida and David Bilgore & Company, Inc., as ",contained in instrument recorded August 5, 1981 in Official kecords Book 5230, page 798, of the Public Records of Pinellas .County, Florida, as amended by instruments records in O.R. Book 6810 page 836 and O.R. Book 7001 page 2159, of the Public Records of Pinellas County, Florida. 10. Restrictions, covenants and conditions as contained in the Declaration of Unity of Title recorded October 27, 1988 in K... LU Lu o:- c�. � g" z L> PINELLAS COUNTY FLA. OFF.REC.BK 8166 PG 493 official Records Book 65864, page 3384P.of the Public Records of Pinellas County, Florida. 11. Easements as contained on the Plaf'`-of•,.South Oaks Fashion Square recorded in Plat Book 101;;pag.e and 58, of the Public Records of Pinellas County; `1orirla. 12. Rights of tenants occupying all``.Qr< part of the insured land under unrecorded leases or re.. a L'.,-a9isements. 13. Terms and conditions of unrepoirddd` leases. 14. Terms, conditions, res provisions of that certai9 Market Place, Inc. "Landl corporation "Tenant" dated thereof recorded November 6883, page 1620, as rotifi February 6, 1989 ;:0:R. Subordination, Non= IIistit recorded June 1, 138.9., in 0 Public Records of'- ,PGii1 15. Restrictions, covenants, conditions and easements, which include provisans'-�or a private charge or assessment, as contained recorded November 280 1988 in Official Re6ords,.Book 6884, page 602, together with the amendment, as irecorded in O.R. Book 6947 page 916, all of the Public Re46rta 5`k pinellas County, Florida. icane, easements and other "unk- ecorded Lease, between Booth �d i *, and walgreen Co., an Illinois ctaber 28, 1988 and the Memorandum 8;, 1988 in official Records Book by Ratification of Lease recorded ?ok 6931 page 2018 and amended by )ance and Attornment Agreement ;. Book 7012, page 1600, all of the County, Florida. 16. Terms, "c6 ditions, restrictions, easements and other provisions`of.;that certain unrecorded Lease, between Booth Market'pla0e, Inc. "Lessor ", and The citizens and Southern ia Natio`•Zank of Florida, "Lessee ", dated July 25, 1989 and the..Meinorandum thereof recorded December 1, 1989 in official Records -1 7142, page 91, as amended by Subordination, Non - Distui"tance and Attornment Agreement recorded October 5, 1989 i,n,a.k.,-•.1Book 7103 page 582, all of the Public Records of Ri heha's County, Florida. 1-7. :` f:aisemant in favor of GTE Florida Incol+porated contained in ,•---- . :- :ins'trument' recorded November 1, 1989 in official Records Book ..7,1.2,1, page 1472, of the Public Records of Pinellas County, .... Florida. fa sement in favor of city of Clearwater, Florida contained in `,. ; instrument recorded October 11, 1989 in Official Records Book 7106, page 2382, of the Public Records of Pinellas County, Florida. 19. Affidavit Confirming Error on Recorded Plat as contained in the instrument, recorded April 11, 1989 in official Records K..'. o Q-1 N L ® cm Book 6975, page 2097, of th e county, Florida. 20. Affidavit Confirming Error on the instrument, recorded July Book 7051, page 1817, of th e County, Florida. 21. Notice as contained in the 1989 in Official Records 81 Records of Pinellas County, PINELLAS COUNTY FLA. OFF.REC.BK 8166 PG 494 Public Records of Pinellas Recoiadd `Plat as contained in 27, " 1969., 'in Official Records Public 'itecords of Pinellas recorded January 24, e 321, of the Public 22. Terms, conditions, restfl`ctiaAd, easements and other provisions of that ceirtai.n`- unrecorded Lease, between Marketplace, Inc., "Landlord ";Ind Public Super Markets, Inc., "Tenant" dated November ` %,4,"';1988 and Memorandum thereof recorded January 12, 1989 in--official Records Book 6916, page 146, of the Public Records of Pinellas county, Florida. 23. covenants, terms, cohditTon's, and restrictions, as contained in unrecorded Agreement.,, dated March 15, 1988 between Jack H. Bray, BBA Richland P.r'opet ties, and Mission Hills Condominium Association, Inc- , ",,a''>Flarida non - profit corporation. dT 1/19191 v JO •i jr' .. 1: Ut:U' U VIL 1 U t i (. I U. �S'T s..�I %1G75.GU • {,7Gl,l, ;11'If.IGJliJGitU: �'rl+��•]Q CHANGE: K.. L 0 o cam+ 1x W- 099 Uj 20 V S�ptw 11/13/2007 •'I` Receipt #: 1200700000000010127 10:07:34AM y= Date: 11/13/2007 r Line Items: Case No Tran Code Description Revenue Account No Amount Paid FLD2007 -11033 Fire - Prelim Site Plan 010- 342501 200.00 Line Item Total: $200.00 Payments: Method Payer Initials Check No Confirm No How Received Amount Paid Check WOOLBRIGHT DEV INC R)D 14218 In Person 200M Payment Total: $200.00 THIS IS NOT A PERMIT. This is a receipt for an application for a permit. This application will be reviewed and you will be notified as to the outcome of the application. Page 1 of 1 cReceipt.rpt SOLI 11/2/2007 11:34:12AM _ Receipt #: 1200700000000009868 p= Date: 11/02/2007 r Line Items: Case No Tran Code Description Revenue Account No Amount Paid FLD2007 -11033 04 Flexible Commercial Payments: 010 - 341262 1,205.00 Line Item Total: $1,205.00 Method Payer Initials Check No Confirm No How Received Amount Paid Check WOOLBRIGHT DEV INC R_D 14137 In Person 1,205: Payment Total: $1,205.00 THIS IS NOT A PERMIT. This is a receipt for an application for a permit. This application will be reviewed and you will be notified as to the outcome of the application. cReceipt.rpt Page 1 of 1 PLANNING DEPARTMENT January 15, 2008 0 91 ITY OF C LFARWATFR POST OFFICE BOX 4748, CLEARWATER, FLORIDA 33758 -4748 MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 562-4567 FAX (727) 562 -4865 Mr. E.D. Armstrong III, Esquire Johnson, Pope, Bokor, Ruppel & Burns, LLP P.O. Box 1368 Clearwater, Florida 33757 Re: FLD2007 -11033 —1510 McMullen Booth Road Dear Mr. Armstrong: This letter constitutes a Development Order pursuant to Community Development Code (CDC) Section 4- 206.D.6. On January 15, 2008, the Community Development Board (CDB) reviewed your Flexible Development approval for termination of status as a nonconformity for a retail sales and service use (shopping center) within the Industrial, Research and Technology (IRT) District pursuant to CDC Section 6 -109 along with a Comprehensive Landscape Program pursuant to CDC Section 3- 1202.G. The CDB APPROVED the application with conditions based upon the following findings of fact and conclusions of law. Findings of Fact: 1. That the 18.9 -acre subject property is located at the southwest corner of State Road 590 and McMullen Booth Road; 2. That the subject property is located within the Industrial, Research and Technology (IRT) District; 3. That the subject property is located within the Industrial Limited (IL) Future Land Use category; 4. That the existing retail sales and services use is a nonconforming use within the IRT District; 5. That the existing office, restaurant, and vehicle services uses are conforming uses within the IRT District; 6. That the existing development is compatible with the surrounding area; and 7. That there are no active Code Enforcement issues associated with the subject property. Conclusions of Law: 1. That the existing development is consistent with the F.A.R. and I.S.R. maximums as per CDC Section 2- 1301.1; 2. That the off - street parking associated with the existing development is consistent with the shared parking requirements of CDC Section 3 -1405; 3. That the existing development is consistent with the General Standards for Level Two Approvals as per CDC Section 3- 913.A; 4. That the existing development is consistent with the Comprehensive Landscape Program criteria as per CDC Section 3- 1202.G; and 5. That the existing development is consistent with the requirements for Termination of Status as a Nonconformity as per CDC Sections 6 -109.A and C. FRANK HIBBARD, MAYOR JOHN DORAN, COUNCILMEMBER J.B. JOHNSON, COUNCILMEMBER BILL JONSON, COUNCILMEMBER CARLEN A. PETERSEN, COUNCILMEMBER "EQUAL EMPLOYMENT AND AFFIRMATIVE ACTION EMPLOYER" January 15, 2008 0 0 FLD2007 -11033 / 1510 McMullen Booth Road Page 2 of 2 Conditions of Approval: 1. That prior to the issuance of any building permits, all outstanding comments of the Engineering Department shall be addressed; 2. That the off - street parking and landscape improvements proposed as part of this application must be constructed and a certificate of completion issued within a period of time not exceeding two years from the date of approval (by January 15, 2010), or the termination of status as a nonconformity shall be void; Pursuant to Section 4 -407 of the Community Development Code, an application for a building permit shall be made within one year of a Flexible Development approval (by January 15, 2009). Please be advised that time frames do not change with successive owners. The Community Development Coordinator may grant an extension of time for a period not to exceed one year and only within the original period of validity of the Development Order. The CDB 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. Additionally, an appeal of a Level Two approval (Flexible Development) may be initiated pursuant to Section 4- 502.B of the Community Development Code by the applicant or by any person granted party status within 14 days of the date of the CDB meeting. The filing of an application/notice of appeal shall stay the effect of the decision pending the final determination of the case. The appeal period for your case expires on January 29, 2008 (14 days from the date of the CDB meeting). Should you have any questions, please do not hesitate to contact Robert G. Tefft, Planner III at (727) 562 -4539 or via e -mail at robert.tefft@myclearwater.com. Sincerely, Michael Delk, Al Planning Director S: (Planning DepartmentlC D BIFLEX (FLD)lInactive or Finished ApplicationsIMcMullen Booth 1520 Bayside Bridge Plaza (IRT) Approved 01-15 - 081McMullen Booth 1520 - Development Order 01- 15- 08.doc 0 RESPONSES TO COMMENTS FLD2007 -11033 1510 McMULLEN BOOTH ROAD GENERAL ENGINEERING: No issues. ENVIRONMENTAL: No issues. FIRE: No issues. HARBOR MASTER: No comments. LEGAL: No comments. LAND RESOURCES: No issues. LANDSCAPING: 0 o IREC99M . OEC 14 2007 Comment No. 1: Sheet LA2: Remove the excess pavement along the east elevation to provide for foundation plantings. Response No. 1: Please see the revised landscape plans (Sheet LA2) which reflect the proposed foundation plantings in the area recommended by staff. The site plan has also been revised to reflect this modification. Comment No. 2: Replace the proposed East Palatka Holly with another species of Holly. Response No. 2: Please see the revised landscape plans. The proposed East Palatka Holly has been replaced with 'Natchez' Crape Myrtle. Comment No. 3: Pursuant to Community Development Code (CDC) Section 3- 1202E.1, no more than 15 consecutive parking spaces shal', occur without an interior landscape island. The two northernmost parking tiers do not meet this requirement, as well as two of the three easternmost parking tiers and the westernmost parking tier. Eliminate parking spaces within ��A the individual tiers as necessary to provide for the interior landscape islands. Response No. 3: The landscape plans and site plan have been revised to replace 5 parking spaces (in locations recommended by staff) with vehicular landscape islands. The comprehensive landscape program application has been revised to include a description of these additional islands and the foundation planting described in Comment 1. Comment No. 4: Sheet LA3: The northernmost handicap parking space doesn't meet ADA requirements. This space must be revised. Response No. 4: The civil plans have been revised to provide for a 17' space as required. This results in the loss of one existing parking space. Comment No. 5: Pursuant to Community Development Code (CDC) Section 3- 1202.6.1, shade trees cannot be located within five feet of any impervious surface. Many of the proposed Live Oak, Holly and Chinese Elm trees proposed are too close to an impervious surface. Response No. 5: The comment is noted. The landscape plans have been revised to change the proposed trees such as to avoid planting of new shade trees within five feet of impervious surface; however, existing trees in this situation will remain in place. PARKS & RECREATION: No issues — no new development — proposed termination of non - conforming status. STORMWATER: No issues. SOLID WASTE SERVICE: No comments. TRAFFIC ENGINEERING: Comment No. 1: Show 20' x 20' sight visibility triangles within the property wherever motorists encounter an intersecting drive aisle and /or roadway. There shall be no objects i.e. landscaping in the sight triangle over the City's acceptable vertical height criteria. 2 0 (City's Community Development Code, Section 3 -904). Response No. 1: Sight visibility triangles are shown on drive aisles. The owner agrees that existing shrubs will be maintained at approximately 30" and trees will be trimmed as necessary to avoid hindering the view of motorists in the parking lot. A general note has been added to the landscape plan that describes the City of Clearwater sight visibility requirement, in relation to landscape materials. Comment No. 2: Provide handicapped parking stall and sign details compliant with City standards. http:// www. myclearwater .com /gov /depts /pwa /engin /Product ion/stddet/index.asp Response No. 2: See Sheet 3.of the revised site plan. Comment No. 3: Install ADA standard truncated domes at the ends of the sidewalk where it crosses any driveway along S.R. 590 and McMullen Booth Road. Response No. 3: Some of the truncated domes are already in place on the sidewalk along S.R. 590. The applicant agrees to install the ADA standard truncated domes where missing on the sidewalks running along S.R. 590 and McMullen Booth Road. Comment No. 4: Obtain FDOT permit for driveway access or other, work within the state road right -of -way. Response No. 4: The applicant does not believe that permits are required just for the installation of the tactile surface strips. Should permits be required, however, applicant will file for permits with the appropriate agencies. Comment No. 5: Obtain Pinellas County permit for driveway access or other work within. Pinellas County Road right -of -way. Response No. 5: The applicant does not believe that permits are required just for the installation of the tactile surface strips. Should permits be required, however, applicant will file for permits with the appropriate agencies. The above to be addressed prior to a Community ORIGNAL Development Board (CDB) hearing. RED General Note(s): 2 IN-WAM3 J0AU0 OEC 14 2007 AMMM SNINNVM PLANNING DMTMEN) 100Z t T 3 3iO CITY OKLFWiA A 7: 3 cawad `Il0 .t 1) Applicant shall comply with the current Transportation Impact Fee Ordinance and fee schedule and paid prior to a Certificate of Occupancy (C.O.) Response: This should not be required as there is no new development proposed. 2) DRC review is a prerequisite. for Building Permit Review; additional comments may be forthcoming upon submittal of a Building Permit Application. Response: Acknowledged. PLANNING: Comment No. 1: Pursuant to Company Development Code (CDC) Section 3- 1405, when any land, building or area is used for two or more uses which are listed in the shared parking table, the parking requirement shall be the highest sum of the vertical columns within said table. The existing shopping center contains multiple uses set forth within the table and therefore shall have its required parking determined by said table. Revise the parking calculations within the land use data table to reflect the shared parking table [NOTE: Do not round up individual totals, only round up final total — this will actually help reduce the number of required parking spaces]. Response No. 1: The shared parking calculation is shown on Sheet 3 of the site plan and reflects required parking of 843 spaces. The existing parking at the shopping center is 857 spaces and the proposed parking is 851 spaces. This is due to the addition of the vehicular landscape islands and improvement of the handicap parking space which will result in a loss of 6 existing parking spaces. Other: No comments. 12/13/2007 3:57 PM 048772.114502 #422323 v1 - Woolbright/Responses to Comments 4 DEC 14 2007 PLANNING MM py` CITYOFCt�RTFr -6 9.45 am Case Number: FLD2007 -11033 -- 1510 MCMULLEN BOOTH RD Owner(s): Goral Tov Ltd Bayside Bridge Shopping Ctr Westmount Pq H3z 1r2, 00001 TELEPHONE: No Phone, FAX: No Fax, E -MAIL: No Email Applicant Woolbright Development, Inc. 3200 N Military Trail 4th Flr Boca Raton, F133431 TELEPHONE: 561- 989 -2240, FAX: 561- 994 -5012, E -MAIL: mrickards @woolbright.net Representative: E. D. Armstrong Iii, Esquire Po Box 1368 Clearwater, Fl 33757 TELEPHONE: 727 - 461 -1818, FAX: 727 - 441 -8617, E -MAIL: jaynes @jpfirm.com Location: 18.9 -acre parcel located at the southwest corner of McMullen Booth Road and SR 580 Atlas Page: 274A Zoning District: IRT, Industrial, Research and Technology Request: Flexible Development approval for termination;of status as a nonconformity for a Retail Sales & Service use (shopping center) within the Industrial, Research & Technology (IRT) District as a Comprehensive Infill Redevelopment Project pursuant to Community Development Code (CDC) Sections 2- 1304.0 and 6 -109 along with a Comprehensive Landscape Program pursuant. to CDC Section 3- 1202.G. Proposed Use: Retail sales and services Neighborhood No Registered Assocation Association(s): TELEPHONE: No Phone, FAX: No Fax, E -MAIL: No Email Neighborhood Clearwater Neighborhoods Coalition Association(s): Clearwater, Fl 33758 P O Box 8204 TELEPHONE: No Phone, FAX: No Fax, E -MAIL: No Email Presenter: Robert Tefft, Planner III Attendees Included: Neil Thompson, Scott Rice, Steve Doherty, James Keller E.D. Armstrong (Applicant) The DRC reviewed this application with the following comments: General Engineering: I . No issues. Environmental: I , No Issues. Fire: I , No Issues Harbor Master: No Comments Legal: No Comments Land Resources: 1 No issues. Landscaping: Development Review Agenda - Thursday, December 6, 2007 - Page 8 • • 1 . Sheet LA2: Remove the excess pavement along the east elevation to provide for foundation plantings. 2. Replace the proposed East Palatka Holly with another species of Holly. 3 . Pursuant to Community Development Code (CDC) Section 3- 1202.E.1, no more than 15 consecutive parking spaces shall occur without an interior landscape island. The two northernmost parking tiers do not meet this requirements, as well as two of the three easternmost parking tiers and the westernmost parking tier. Eliminate parking spaces within the individual tiers as necessary to provide for the interior landscape islands. 4. Sheet LA3: The northernmost handicap parking space doesn't meet ADA requirements. This space must be revised. 5 . Pursuant to Community Development Code (CDC) Section 3- 1202.13.1, shade trees cannot be located within five feet of any impervious surface. Many of the proposed Live Oak, Holly and Chinese Elm trees proposed are too close to an impervious surface. Parks and Recreation: No issues - no new development - proposed termination of non - conforming status. Stormwater: I . No Issues Solid Waste: No Comments Traffic Engineering: l . Show 20'x 20' sight visibility triangles within the property where ever motorists encounter an intersecting drive aisle and /or roadway. There shall be no objects i.e. landscaping in the sight triangle over the City's acceptable vertical height criteria. (City's Community Development Code, Section 3 -904). 2. Provide handicapped parking stall and sign details compliant with City standards. http: / /www. myclearwater. com/gov/ depts/ pwa /engin/Production/stddet/index. asp 3. Install ADA standard truncated domes at the ends of the sidewalk where it crosses any driveway along S.R. 590 and McMullen Booth Road. 4. Obtain FDOT permit for driveway access or other work within the state road right -of -way. 5. Obtain Pinellas County permit for driveway access or other work within Pinellas County Road right -of -way. Planning: The above to be addressed prior to a Community Development Board (CDB) hearing. General Note(s): 1) Applicant shall comply with the current Transportation Impact Fee Ordinance and fee schedule and paid prior to a Certificate of Occupancy (C.O.). 2) DRC review is a prerequisite for Building Permit Review; additional comments may be forthcoming upon submittal of a Building Permit Application. Pursuant to Community Development Code (CDC) Section 3 -1405, when any land, building or area is used for two or more unses which are listed in the shared parking table, the parking requirement shall be the highest sum of the vertical columns within said table. The existing shopping center contains multiple uses set forth within the table and therefore shall have its required parking determined by said table. Revise the parking calculations within the land use data table to reflect the shared parking table [NOTE: Do not round up individual totals, only round up final total - this will actually help reduce the number of required parking spaces]. Other: No Comments Notes: The application is sufficient to move forward to the CDB. Please submit 15 copies of all application materials and plans revised to address the attached comments no later than Noon, Friday, December 14, 2007. Development Review Agenda - Thursday, December 6, 2007 - Page 9 -' o PLANNING DEPARTMENT November 13, 2007 • CITY OF CLEA.RWATIER POST OFFICE BOX 4748, CLEARWATER, FLORIDA 33758 -4748 MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 562-4567 FAX (727) 562 -4865 Mr. E.D. Armstrong III, Esquire Johnson, Pope, Bokor, Ruppel & Burns, LLP P.O. Box 1368 Clearwater, Florida 33757 Re: FLD2007 -11033 —1510 McMullen Booth Road — Letter of Completeness Dear Mr. Armstrong: The Planning Department staff has entered your application into the Department's filing system and assigned the case number FLD2007- 11033. After a preliminary review of the submitted documents, staff has determined that the application is complete. The Development Review Committee (DRC) will review the application for sufficiency on Thursday, December 6, 2007, in the Planning Department Conference Room (Room 216), which is located on the second floor of the Municipal. Services Building at 100 South Myrtle Avenue. You will be contacted by the Planning Department's Administrative Analyst within one week prior to the meeting date for the approximate time that your case will be reviewed. You or your representative (as applicable) must be present to answer any questions that the DRC may have regarding your application. Additional comments may be generated by the DRC at the time of the meeting. Sincerely, Robert G. Tefft, Planner III Tel: (727) 562 -4539 Fax: (727) 562 -4865 E -Mail: robert. teffcomycleanvater. cons FRANK HIBBARD, MAYOR JOHN DORAN, COUNCILMEMBER J.B. JOHNSON, COUNCILMEMBER BILL JONSON, COUNCILMEMBER CAREEN A. PETERSEN, COUNCILMEMBER "EQUAL EMPLOYMENT AND AFFIRMATIVE ACTION EMPLOYER" JOHNSON,IPOPE, BOKOR, RUPPEL & BURS, LLP ATTORNEYS AND COUNSELLORS AT LAW E. D. ARMSTRONG III BRUCE H. BOKOR JOHN R. BONNER, SR.' GUY M. BURNS KATHERINE E. COLE JONATHAN S. COLEMAN MICHAEL T. CRONIN ELIZABETH J. DANIELS BECKY FERRELL -ANTON COLLEEN M. FLYNN Via Hand Delivery RYAN C. GRIFFIN MARION HALE REBECCA L. HEIST SCOTT C. ILGENFRITZ FRANK R. JAKES TIMOTHY A. JOHNSON, JR.* SHARON E. KRICK ROGER A. LARSON ANGELINA E. LIM MICHAEL G. LITTLE MICHAEL C. MARKHAM ZACHARY D. MESSA A. R. "CHARLIE" NEAL F. WALLACE POPE, JR. ROBERT V. POTTER, JR. JENNIFER A. REH DARRYL R. RICHARDS PETER A.RIVELLINI DENNIS G. RUPPEL CHARLES A. SAMARKOS November 13, 2007 Robert G. Tefft, Planner III City of Clearwater Planning Department 100' South Myrtle Avenue, 2nd Floor Clearwater, FL 33756 Re: FLD2007 -11033 1510 McMullen Booth Road Dear Robert: SARA A. SCHIFINO KIMBERLY L. SHARPE JOAN M. VECCHIOLI STEVEN H. WEINBERGER JOSEPH J. WEISSMAN STEVEN A. WILLIAMSON *OF COUNSEL PLEASE REPLY TO CLEARWATER FILE NO. .1 14502 ORIGINAL RE VED G `rY 163 2007 PLANNING DEPARTMENT CITY OF CLEARWATER In response to your letter of incompleteness dated November 5, 2007, enclosed are the following items to complete the referenced application: 1. Woolbright Development, Inc's check, in the amount of $200.00, payable to City of Clearwater, for the fire department review fee; 2. 15 signed and sealed sets of Existing Tree Inventory Plans prepared by Roberson Resource Group, LLC; 3. 15 signed and sealed sets of a Tree Survey, prepared by Florida Design Consultants; and 4. 15 signed and sealed sets of a revised site plan, prepared by Florida Design Consultants. On the revised site plan, the "setbacks to other structures" on the Site Data Table have been revised to address setbacks to pavement (the previous site plan had listed the "setback to retaining wall" for those instances where there is a retaining wall between the property line and the parking area). CLEARWATER OFFICE - TAMPA OFFICE 911 CHESTNUT ST. 403 EAST MADISON ST. POST OFFICE BOX 1368 (ZIP 33757 -1368) SUITE 400 CLEARWATER, FLORIDA 33756 POST OFFICE BOX 1100 (ZIP 33601-1100) TELEPHONE: (727) 461 -1816 TAMPA, FLORIDA 33602 TELECOPIER: (727) 462 -0365 TELEPHONE: (813) 225 -2500 TELECOPIER: (727) 441 -8617 - TELECOPIER: (813) 223-7118 0 1 • JOHNSON, POPE, BOKOR,, RUPPEL & BURNS, LLP ATTORNEYS AND COUNSELLORS AT LAW Robert G. Tefft, Planner III November 13, 2007 Page 2 We trust this will complete the application, but please contact me immediately if any additional items are needed. Thank you. Sincerely, Jayne E. Sears Legal Assistant js encls. cc w /encls: Mr. Mark Rickards #420256 v1 - Woolbright/Tefft Ltr ORIGINAL A ECEi9ED "Y % t_ a 3 2007 E PLANNING Zj�r-:;RTNIENT CITY OF ;:UARWATER PLANNING DEPARTMENT November 5, 2007 E.D. Armstrong M, Esquire P.O. Box 1368 Clearwater, Florida 33757 • • QTY OF C LEARWATER POST OFFICE BOX 4748, CLEARWATER, FLORIDA 33758 -4748 MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 562 -4567 FAx (727) 562 -4865 Re: FLD2007 -11033 —1510 McMullen Booth Road — Letter of Incompleteness Dear Mr. Armstrong: VIA FAX: (727) 441 -8617 The Planning Department staff has entered your application into the Department's filing system and assigned the case number FLD2007- 11033. After a preliminary review of the submitted documents, staff has determined that the application is incomplete with the following comments: 1. Pursuant to Section F of the application, a tree survey and tree inventory are required to be provided with the application; and 2. Pursuant to Section G of the application, the site plan shall depict building and structural setbacks (dimensioned). Pursuant to Section 4 -202 of the Community Development Code, if an application is deemed incomplete, the deficiencies of the application shall be specified by Staff and no further development review action shall be taken until those specified deficiencies are corrected and the application is deemed complete. Please resubmit revised plans and application materials as per the above comments no later than Noon, Tuesday, November 13, 2007. Should you have any questions, please do not hesitate to contact me. Sincerely, Robert G. Tefft, Planner III Tel: (727) 562 -4539 Fax: (727) 562 -4865 E- Mail: robert .tefftEunayclem-Ivater.conI FRANK HIBBARD, MAYOR JOHN DORAN, COUNCILMEMBER J.B. JOHNSON, COUNCILMEMBER BILL JONSON, COUNCILMEMBER CAREEN A. PETERSEN, COUNCILMEMBER "EQUAL EMPLOYMENT AND AFFIRMATIVE ACTION EMPLOYER" 0 9 CITY OF CLEARWATER LL PLANNING DEPARTMENT } Clearwater 100 SOUTH MYRTLE AVENUE ~° _ CLEARWATER, FLORIDA 33756 U TEL: (727) 562 -4567 FAx: (727) 562 -4865 Date: To: From: Re: Comments: FACSIMILE COVER SHEET November 5, 2007 E.D. Armstrong, (727) 462 -0365 Robert G. Tefft, Planner III FLD2007 -11033 1 1510 McMullen Booth Road Number of Pages Including Cover Sheet: 2 ** Please confirm receipt via e-mail at: robert.tefffna,nayclearwater.coin ** ** Visit the Planning Department online at tivww.nnyclearwater.com ** CDB Meeting Date Case Number: Agenda Item: January 15, 2008 FLD2007 -11033 E. 1. Owner: Goral Tov ADA Compliant, LTD. Applicant: Woolbright Development, Inc. Agent: E.D. Armstrong III, Esquire Addresses: 1500 1510 1520 1530 1540 1550 1560 1570 1580, 1590, 1600, 1610 and 1620 McMullen Booth Road CITY OF CLEARWATER PLANNING DEPARTMENT STAFF REPORT GENERAL INFORMATION: REQUEST: Flexible Development approval for termination of status as a nonconformity for a retail sales and service use (shopping center) within the Industrial, Research and Technology (IRT) District pursuant to Community Development Code (CDC) Section 6 -109 along with a Comprehensive Landscape Program pursuant to CDC Section 3- 1202.G. CURRENT ZONING: Industrial, Research and Technology (IRT) District CURRENT FUTURE LAND USE CATEGORY: Industrial Limited (IL) PROPERTY USE: Current Uses: Offices, Retail Sales and' Services, Restaurants, and Vehicle Service Proposed Uses: Offices, Retail Sales and Services, Restaurants, and Vehicle Service EXISTING North: Office (0); and Medical Clinic; and Veterinary Office SURROUNDING ZONING Institutional (I) AND USES: South: Industrial, Research Self Storage and Technology (IRT) East: C -lA, Restricted Retail Sales and Services, and Commercial (Safety Restaurants Harbor) West: Medium High Density Attached Dwellings Residential (MHDR) ANALYSIS: Site Location and Existing Conditions: The 18.9 -acre subject property, which is located at the southwest corner of McMullen Booth Road and SR 590, is zoned Industrial, Research and Technology (IRT) with an underlying Industrial Limited (IL) Future Land Use designation. The property consists of a 164,995 square foot shopping center, a 3,390 square foot office (Bank of America), a 710 square foot restaurant (Checkers), and a 6,105 square foot vehicle service use (Tires Plus). The initial development of the shopping center occurred in 1989 at which time the property was zoned Industrial Planned Development (1PD). Pursuant to the zoning code in effect at the time of the development [ref.: Section 131.104(d)(3)], "commercial, office, and industrial planned districts would Community Development Board — January 15, 2008 FLD2007 -11033 — Page 1 0 • permit such uses in a manner so as to allow for improved arrangement of retail, professional and business office or industrial use, or combination thereof'; therefore, the mix of uses that currently exist on the subject property were permissible. Subsequent to the development of the shopping center, the zoning on the property was changed to Limited Industrial (IL), which allowed "indoor retail sales" as a permitted use [ref.: Section 40.503]. The office, restaurant and vehicle service uses also in existence were also permitted uses at this time. Upon the adoption of the Community Development Code (CDC) in 1999, all property that had been zoned IL was reclassified as IRT. This reclassification occurred regardless of what the actual existing use of the property was, or what the prior zoning district allowed as permitted uses. As a result of this rezoning, the existing retail sales and services use became a nonconforming use, and the provisions of CDC Section 6 -103 governing nonconforming uses became applicable. Development Proposal: The applicant has submitted a Flexible Development (FLD) application for the existing shopping center (retail sales and services) in order to terminate its status as a nonconforming use within the IRT zoning district. It is noted that in addition to this proposal, the applicant is simultaneously pursuing a zoning map amendment to Commercial (C) and a Future Land Use Map amendment to Commercial General (CG) for the subject property that would bring all of the uses on the property into conforming status with the CDC. The development proposal's compliance with the various development standards of the Community Development Code (CDC) is discussed below. Impervious Surface Ratio (I.S.R.): Pursuant to CDC Section 2- 1301.1, the maximum I.S.R. permitted within the Industrial Limited (IL) Future Land Use category is 0.85. The existing development has an I.S.R. of 0.53, which meets the above requirement. Floor Area Ratio (F.A.R.): Pursuant to CDC Section 2- 1301.1, the maximum F.A.R. permitted within the IL Future Land Use category is 0.65. The existing development has an F.A.R. of 0.21, which meets the above requirement. Minimum Setbacks: Pursuant to CDC Sections 2 -1302, 2 -1303 and 2 -1304, there are no established minimum setbacks for the retail sales and services use within the IRT zoning district. As such, the applicant is requesting that the existing setbacks associated with the development be considered to be conforming along with the use in the IRT district. These existing setbacks are set forth in the table below: Front: North: 62.4 feet (to building) 4.5 feet (to pavement) East: 66.8 feet (to building) 10.5 feet to pavement) Side: South: 63.3 feet (to building) 10 feet (to pavement) West: 24.7 feet (to building) It is noted that the subject property is bordered by rights -of- way on two sides: on the north by State Road 590, and on the east by McMullen Booth Road. As such, the subject property has two fronts and two sides for the purpose of determining setbacks. e With regard to the building containing the retail sales and 0 feet to pavement) services uses, the existing setbacks are in excess of those that would be permissible for the same use within the - Commercial (C) zoning district, the zoning district most closely compatible with the existing use. With regard to the setbacks as attributable to pavement, some of the setbacks would require approval through a Comprehensive Infill application, but they would certainly not be outside of the norm for parking areas and /or drive aisles, and similar setbacks have been approved elsewhere in similar circumstances. Community Development Board — January 15, 2008 FLD2007 -11033 — Page 2 Maximum Height: Pursuant to CDC Sections 2 -1302, 2 -1303 and 2 -1304, there is no established maximum height for the retail sales and services use within the IRT zoning district. As such, the applicant is requesting that the existing maximum height of 30 feet be considered to be conforming along with the use in the IRT district. The existing height is consistent with that which is permissible for the same use within the C zoning district, which, as stated previously, is the zoning district most closely compatible with the existing use. Minimum Off - Street Parking: Pursuant to CDC Sections 2 -1302, 2 -1303 and 2 -1304, there is no established minimum off - street parking requirement for retail sales and service uses. However, the minimum off - street parking requirement for the same use within the C zoning district, the zoning district most closely compatible with the existing use, is five spaces per 1,000 square feet of gross floor area. Based upon this comparable parking requirement, the retail sales and services use requires 825 (824.97) off - street parking spaces. The retail sales and service use exists in association with three other uses on the subject property: an office (Bank of America), a restaurant (Checkers), and a vehicle service use (Tires Plus). Pursuant to Section 3 -1405 of the CDC, when any land, building or area is used for two.or more uses that are listed in the shared parking table, the minimum number of required parking spaces shall be determined by multiplying the individual minimum parking requirements by the appropriate percentages listed in the table. The following table depicts the parking requirement for the development as per the shared parking table: Based upon the above, the development proposal requires a minimum of 848 parking spaces. As proposed, a total of 851 parking spaces will be provided; thus the existing development exceeds its parking requirement. Comprehensive Landscape Program: Pursuant to Section 3- 1202.G of the CDC, the landscaping requirements contained within the Code can be waived or modified if the application contains a Comprehensive Landscape Program satisfying certain criteria. The following table depicts the consistency of the development proposal with those criteria: Consistent WEEKDAY 1. Architectural theme: WEEKEND Midnight 9 A.M. 6 P.M. 9 A.M. 6 P.M. Use: 6 A.M. 4 P.M. Midnight 4 P.M. Midnight Office (10.17) 100% = 10.17 60% = 6.10 90% = 9.15 80% = 8.13 90% = 9.15 Retail (824.97) 5% = 41.24 70% = 577.47 90% = 742.47 100% = 824.97 70% = 577.47 Restaurant (10.65) 10% = 1.06 50% = 5.32 100% = 10.65 50% = 5.32 100% = 10.65 Vehicle Serv. (9.15) 100% = 9.15 100% = 9.15 100% = 9.15 100% = 9.15 100% = 9.15 Totals: 61.62 598.04 771.42 847.57 606.42 Based upon the above, the development proposal requires a minimum of 848 parking spaces. As proposed, a total of 851 parking spaces will be provided; thus the existing development exceeds its parking requirement. Comprehensive Landscape Program: Pursuant to Section 3- 1202.G of the CDC, the landscaping requirements contained within the Code can be waived or modified if the application contains a Comprehensive Landscape Program satisfying certain criteria. The following table depicts the consistency of the development proposal with those criteria: Community Development Board — January 15, 2008 FLD2007 -11033 — Page 3 Consistent Inconsistent 1. Architectural theme: a. The landscaping in a comprehensive landscape program shall be designed as a N/A N/A part of the architectural theme of the principle buildings proposed or developed on the parcel proposed for development; or b. The design, character, location and /or materials of the landscape treatment X 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. Community Development Board — January 15, 2008 FLD2007 -11033 — Page 3 Perimeter Buffers: Pursuant to CDC Section 3- 1202.D.1, where a non - residential use is adjacent to an arterial or collector right -of -way such as McMullen Booth Road (east) or State Road 590 (north), a 15 -foot wide landscape buffer shall be provided. Further, where a non - residential use is adjacent to attached dwellings (west), a 10 -foot wide landscape buffer shall be provided. The existing developed site has a landscape buffer of approximately 11 feet in width along McMullen Booth Road (east) and of only 6.4 feet in width along State Road 590 (north). As the site is already developed and would not have sufficient excess off - street parking to eliminate in order to provide further perimeter landscaping based upon the above requirements, and that the applicant has proposed through the Comprehensive Landscape Program to provide additional landscaping that will ultimately result in the subject property being demonstrably more attractive that what presently exists, positive findings can be made that the existing development is in compliance with the above requirements. Interior Landscaping: Pursuant to CDC Section 3- 1202.E.1, interior landscape islands shall be designed so that in most cases no more than ten parking spaces are provided in a row (staff may permit flexibility up to 15 spaces in a row). The existing development includes several parking tiers where 20, 22, 23, or 26 consecutive parking spaces are found without the required landscape island. The applicant has proposed to remove existing parking spaces in these instances and install the required interior landscape island along with the necessary landscape materials. Pursuant to CDC Section 3- 1202.E.1, one tree shall be required within each interior landscape island. The majority of the existing interior landscape islands have a shade tree planed therein and therefore meet this requirement; however there are several islands where no shade tree (or accent /palm tree equivalent) exists. The difficulty posed by these islands is that they are of inadequate width to accommodate a shade tree, and forcing the requirement to plant a shade tree or even the accent /palm tree equivalent, would likely result in damage to the surrounding pavement and quite possibly hinder the ultimate survival of the tree. As such, the applicant has proposed to install single accent trees, such as crepe myrtle or Chinese elm where the required trees are missing. Pursuant to CDC Section 3- 1202.E.2, foundation plantings shall be provided for 100% of a building fagade with 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 three palms for every 40 linear feet of building fagade and one shrub for every 20 square feet of required landscaped area. There are a few locations where meaningful additional foundation landscaping can be provided based upon the existing conditions of the building and parking areas. The applicant has proposed to remove a large area of excess pavement along the easternmost elevation of the existing retail sales and services building, and install new palms and shrubs. Community Development Board — January 15, 2008 FLD2007 -11033 — Page 4 Consistent Inconsistent 2. Lighting: Any lighting proposed as a part of a comprehensive landscape program is X automatically controlled so that the lighting is turned off when the business is closed. 3. Community character: The landscape treatment proposed in the comprehensive X landscape program will enhance the community character of the City of Clearwater. 4. Property values: The landscape treatment proposed in the comprehensive landscape X program will have a beneficial impact on the value of property in the immediate vicinity of the parcel proposed for development. 5. Special area or scenic corridor plan: The landscape treatment proposed in the N/A N/A 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. Perimeter Buffers: Pursuant to CDC Section 3- 1202.D.1, where a non - residential use is adjacent to an arterial or collector right -of -way such as McMullen Booth Road (east) or State Road 590 (north), a 15 -foot wide landscape buffer shall be provided. Further, where a non - residential use is adjacent to attached dwellings (west), a 10 -foot wide landscape buffer shall be provided. The existing developed site has a landscape buffer of approximately 11 feet in width along McMullen Booth Road (east) and of only 6.4 feet in width along State Road 590 (north). As the site is already developed and would not have sufficient excess off - street parking to eliminate in order to provide further perimeter landscaping based upon the above requirements, and that the applicant has proposed through the Comprehensive Landscape Program to provide additional landscaping that will ultimately result in the subject property being demonstrably more attractive that what presently exists, positive findings can be made that the existing development is in compliance with the above requirements. Interior Landscaping: Pursuant to CDC Section 3- 1202.E.1, interior landscape islands shall be designed so that in most cases no more than ten parking spaces are provided in a row (staff may permit flexibility up to 15 spaces in a row). The existing development includes several parking tiers where 20, 22, 23, or 26 consecutive parking spaces are found without the required landscape island. The applicant has proposed to remove existing parking spaces in these instances and install the required interior landscape island along with the necessary landscape materials. Pursuant to CDC Section 3- 1202.E.1, one tree shall be required within each interior landscape island. The majority of the existing interior landscape islands have a shade tree planed therein and therefore meet this requirement; however there are several islands where no shade tree (or accent /palm tree equivalent) exists. The difficulty posed by these islands is that they are of inadequate width to accommodate a shade tree, and forcing the requirement to plant a shade tree or even the accent /palm tree equivalent, would likely result in damage to the surrounding pavement and quite possibly hinder the ultimate survival of the tree. As such, the applicant has proposed to install single accent trees, such as crepe myrtle or Chinese elm where the required trees are missing. Pursuant to CDC Section 3- 1202.E.2, foundation plantings shall be provided for 100% of a building fagade with 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 three palms for every 40 linear feet of building fagade and one shrub for every 20 square feet of required landscaped area. There are a few locations where meaningful additional foundation landscaping can be provided based upon the existing conditions of the building and parking areas. The applicant has proposed to remove a large area of excess pavement along the easternmost elevation of the existing retail sales and services building, and install new palms and shrubs. Community Development Board — January 15, 2008 FLD2007 -11033 — Page 4 Termination of Status as a Nonconformity: Pursuant to CDC Sections 6 -109.A and C, a nonconforming use or structure may be deemed to be in conformity with this development code, and may thereafter be allowed to continue and to expand as a lawfully existing use or structure, if such use or structure is granted Level Two approval in accordance with the following requirements: As set forth in criterion #4 above, the Comprehensive Landscaping and Comprehensive Sign Programs can be used to satisfy the requirements of the development code. A request for Comprehensive Landscape Program approval is a part of this application and, as noted previously, positive findings can be made with the applicable criteria for the approval of the Comprehensive Landscape Program; therefore criteria #1 and #2 will be met. With regard to criterion #3, the subject property already has an approved Comprehensive Sign Program in place via SGN2005 -01007 and therefore meets all required sign codes. It is further noted that there is no outdoor lighting, or accessory structures /uses on the property that are nonconforming; therefore the request is consistent with criterion #3. Based upon the above, positive findings can therefore be made with regard to the above criteria pertaining to the termination of status as a nonconformity for the existing retail sales and services use. Code Enforcement Analysis: There is no outstanding Code Enforcement issue associated with the subject property. Community Development Board — January 15, 2008 FLD2007- ,11033 — Page 5 Consistent Inconsistent 1. Perimeter buffers conforming to the requirements of Section 3- 1202.0 shall be X installed. 2. Off - street parking lots shall be improved to meet the landscaping standards X established in Section 3- 1202.D. 3. Any nonconforming sign, outdoor lighting or other accessory structure or accessory X use located on the lot shall be terminated, removed or brought into conformity with this development code. 4. The Comprehensive Landscaping and Comprehensive Sign Programs may be used X to satisfy the requirements of this development code. As set forth in criterion #4 above, the Comprehensive Landscaping and Comprehensive Sign Programs can be used to satisfy the requirements of the development code. A request for Comprehensive Landscape Program approval is a part of this application and, as noted previously, positive findings can be made with the applicable criteria for the approval of the Comprehensive Landscape Program; therefore criteria #1 and #2 will be met. With regard to criterion #3, the subject property already has an approved Comprehensive Sign Program in place via SGN2005 -01007 and therefore meets all required sign codes. It is further noted that there is no outdoor lighting, or accessory structures /uses on the property that are nonconforming; therefore the request is consistent with criterion #3. Based upon the above, positive findings can therefore be made with regard to the above criteria pertaining to the termination of status as a nonconformity for the existing retail sales and services use. Code Enforcement Analysis: There is no outstanding Code Enforcement issue associated with the subject property. Community Development Board — January 15, 2008 FLD2007- ,11033 — Page 5 L _� • COMPLIANCE WITH STANDARDS AND CRITERIA: The following table depicts the consistency of the development proposal with the applicable standards and criteria as per CDC Sections 2- 1301.1 and 2 -1304: I See above discussion with regard to Minimum Setbacks 2 See above discussion with regard to Maximum Height 3 See above discussion with regard to Minimum Off - Street Parking COMPLIANCE WITH GENERAL STANDARDS FOR LEVEL TWO APPROVALS: The following table depicts the consistency of the development proposal with the General Standards for Level Two Approvals as per CDC Section 3- 913.A: Standard Existing / Proposed Consistent Inconsistent I.S.R. 0.85 0.53 X 2. The proposed development will not hinder or discourage development and use of F.A.R. 0.65 0.21 X Minimum Front: N/A North: 62.4 feet (to building) X1 Setbacks 4. The proposed development is designed to minimize traffic congestion. 4.5 feet (to pavement) 5. The proposed development is consistent with the community character of the X East: 66.8 feet (to building) X' 6. The design of the proposed development minimizes adverse effects, including X 10.5 feet (to pavement) visual, acoustic and olfactory and hours of operation impacts on adjacent properties. Side: N/A South: 63.3 feet (to building) X' 10 feet (to pavement) West: 24.7 feet (to building) X' 0 feet (to pavement) Maximum N/A 30 feet X2 Height Off - Street 848 spaces 851 spaces X3 Parkin I See above discussion with regard to Minimum Setbacks 2 See above discussion with regard to Maximum Height 3 See above discussion with regard to Minimum Off - Street Parking COMPLIANCE WITH GENERAL STANDARDS FOR LEVEL TWO APPROVALS: The following table depicts the consistency of the development proposal with the General Standards for Level Two Approvals as per CDC Section 3- 913.A: SUMMARY AND RECOMMENDATION: The Development Review Committee (DRC) reviewed the application and supporting materials at its meeting of December 6, 2007, and deemed the development proposal to be sufficient to move forward to the Community Development Board (CDB), based upon the following findings of fact and conclusions of law: Findings of Fact: 1. That the 18.9 -acre subject property is located at the southwest corner of State Road 590 and McMullen Booth Road; Community Development Board — January 15, 2008 FLD2007 -11033 — Page 6 Consistent Inconsistent 1. The proposed development of the land will be in harmony with the. scale, bulk, X coverage, density and character of adjacent properties in which it is located. 2. The proposed development will not hinder or discourage development and use of X adjacent land and buildings or significantly impair the value thereof. 3. The proposed development will not adversely affect the health or safety of persons X residing or working in the neighborhood. 4. The proposed development is designed to minimize traffic congestion. X 5. The proposed development is consistent with the community character of the X immediate vicinity. 6. The design of the proposed development minimizes adverse effects, including X visual, acoustic and olfactory and hours of operation impacts on adjacent properties. SUMMARY AND RECOMMENDATION: The Development Review Committee (DRC) reviewed the application and supporting materials at its meeting of December 6, 2007, and deemed the development proposal to be sufficient to move forward to the Community Development Board (CDB), based upon the following findings of fact and conclusions of law: Findings of Fact: 1. That the 18.9 -acre subject property is located at the southwest corner of State Road 590 and McMullen Booth Road; Community Development Board — January 15, 2008 FLD2007 -11033 — Page 6 0 • 2. That the subject property is located within the Industrial, Research and Technology (IRT) District; 3. That the subject property is located within the Industrial Limited (IL) Future Land Use category; 4. That the existing retail sales and services use is a nonconforming use within the IRT District; 5. That the existing office, restaurant, and vehicle services uses are conforming uses within the IRT District; 6. That the existing development is compatible with the surrounding area; and 7. That there are no active Code Enforcement issues associated with the subject property. Conclusions of Law: 1. That the existing development is consistent with the F.A.R. and I.S.R. maximums as per CDC Section 2- 1301.1; 2. That the off - street parking associated with the existing development is consistent with the shared parking requirements of CDC Section 3 -1405; 3. That the existing development is consistent with the General Standards for Level Two Approvals as per CDC Section 3- 913.A; 4. That the existing development is consistent with the Comprehensive Landscape Program criteria as per CDC Section 3- 1202.G; and 5. That the existing development is consistent with the requirements for Termination of Status as a Nonconformity as per CDC Sections 6 -109.A and C. Based upon the above and subject to the attached conditions, the Planning Department recommends APPROVAL of the Flexible Development approval for termination of status as a nonconformity for a retail sales and service use (shopping center) within the Industrial, Research and Technology (IRT) District pursuant to Community Development Code (CDC) Section 6 -109 along with a Comprehensive Landscape Program pursuant to CDC Section 3- 1202.G. Conditions of Approval: 1. That prior to the issuance of any building permits, all outstanding comments of the Engineering Department shall be addressed; 2. That the off - street parking and landscape improvements proposed as part of this application must be constructed and a certificate of completion issued within a period of time not exceeding two years from the date of approval (by January 15, 2010), or the termination of status as a nonconformity shall be void; Prepared by Planning Department Staff: Robert G. Tefft, Planner III ATTACHMENTS: ❑ Location Map ❑ Aerial Map ❑ Future Land Use Map ❑ Zoning Map • Existing Surrounding Uses Map • Photographs of Site and Vicinity S: (Planning DepartmentlC D BIFLEX (FLD) (Pending cases)Up for the next CDBWcMullen Booth 1520 Bayside Bridge Plaza (IRT) 01 -15 -08 R71McMullen Booth 1520 - Staff Report 01- 15- 08.doc Community Development Board — January 15, 2008 FLD2007 -11033 — Page 7 . • i Robert G. Tefft 100 South Myrtle Avenue Clearwater, Florida 33756 (727) 562 -4539 robert.tefft(a,myclearwater.com PROFESSIONAL EXPERIENCE • Planner III City of Clearwater, Clearwater, Florida June 2005 to Present Duties include performing technical review of and preparation of staff reports for various land development applications, the organization of data and its display in order to track information and provide status reports, and making presentations to various City Boards and Committees. • Planner II City of Clearwater, Clearwater, Florida May 2005 to June 2005 Duties include performing technical review of and preparation of staff reports for various land development applications, the organization of data and its display in order to track information and provide status reports. Senior Planner City of Delray Beach, Delray Beach, Florida October 2003 to May 2005 Performed technical review of and prepared staff reports for land development applications such as, but not limited to: site plans, conditional uses, rezonings, land use amendments, and text amendments. Organized data and its display in order to track information and provide status reports. Make presentations to various City Boards. Planner City of Delray Beach, Delray Beach, Florida March 2001 to October 2003 Performed technical review of and prepared staff reports for land development applications such as, but not limited to: site plans, conditional use and text amendments. Organization of data and its display in order to track information and provide status reports. Provided in -depth training to the Assistant Planner position with respect to essential job functions and continuous guidance. Assistant Planner City of Delray Beach, Delray Beach, Florida October 1999 to March 2001 Performed technical review of and prepared staff reports for site plan development applications. Performed reviews of building permit applications. Provided information on land use applications, ordinances, land development regulations, codes, and related planning programs /services to other professionals and the public. EDUCATION • Bachelor of Arts, Geography (Urban Studies), University of South Florida, 1999 LICENSES & CERTIFICATES • American Planning Association Community Development Board — January 15, 2008 FLD2007 -11033 — Page 8 Sr GROPC DR n ST CRLyDC SARAH DR C) u1 LU .i4FJAN' -'w A Z MIHFRIIE DR LU 0 ❑ DR ST Z JOHN 7. w V ::• :i ::' .`••:,•.:1 FLINT DR N ■ ■ ■ z r UR �..:. C U ' A/ Ruth Ede rd Hal Dr - •: '- :�*x✓.•.- �::::. ::•� ;1 �i< SAN Q JOSE PEDRO LOCATION MAP Owner: Goral Tov ADA Compliant, LTD. I Case: FLD2007 -11033 Site: 1500, 1510, 1520, 1530, 1540, 1550, 1560, Property 18.9 1570, 1580, 1590, 1600, 1610 and 1620 Size(Acres): McMullen Booth Road Atlas 274A Pa e: PIN: 09- 29 -16- 84343 - 000 -0010 • i • • FUTURE LAND USE MAP Owner: Goral Tov ADA Compliant, LTD. Case: FLD2007- 1033 Site: 1500, 1510, 1520, 1530, 1540, 1550, 1560, Property 18.9 1570, 1580, 1590, 1600, 1610 and 1620 Size(Acres): McMullen Booth Road Atlas 274A -Page: PIN: 09- 29 -16- 84343 - 000 -0010 • • oa p, B N 2 17 17 ST ✓�yyD�i 3o 4 P M M 1j 36 33 34' (3B) cam. ® MDR SR 590 A Ic 1 ,2 4 5 I6 I7 1 1622 1620 A 1590 1580 1616 1616 A �_ 20736 1614 1612 101 1570 1560 r� SEEPLAT WL0.9ENSCNS �JG 1550 c°�ic4j R'i 301 -342 1540 1- L84343 rs 401 -442 1530 MHDR �a 501 ?536 601 -642 ��o �t;t�t 1520 1 1510 1500 r-- 1 O L_ J 1426 1308 ZONING MAP Owner: Goral Tov ADA Compliant, LTD. Case: FLD2007 -11033 Site: 1500, 1510, 1520, 1530, 1540, 1550, 1560, Property 18.9 1570, 1580, 1590, 1600, 1610 and 1620 Size(Acres): McMullen Booth Road Atlas 274A Page: PIN: 09-29-16-84343-000-0010 0 A DICAL CLINIC AND TERNARY OFFICE. ' L!619 1 1590 1580 1620 1570 1560 1550 1540 F_ - -1 L! J 1530 x 1520 1500 1510 �5o2sfie LIGIIV4 6 INDUSTRIAL N^ N pp Q pp O W O'S �) 2 1 M M 35 W� y 33 N 36 PL M e A e SR 590 Ip ° IIs CIs 13 $ o 1 a 1 622 1620 A — 1618 2 A 1 736 J 1616 1614 TYN HED 1 612 WELLINGS N ,0 N o SEEPLAT F20 f L6 UNS b 'G N V 744 0 N N N 301 -342 N V N N V V 401.442 V 10 -Q7 501Z536 ?9 s9y� 99793 601 -642 M� ATTACHED DWELLINGS A DICAL CLINIC AND TERNARY OFFICE. ' L!619 1 1590 1580 1620 1570 1560 1550 1540 F_ - -1 L! J 1530 x 1520 1500 1510 �5o2sfie LIGIIV4 6 INDUSTRIAL 1600 EXISTING SURROUNDING USES MAP Owner: Goral Tov ADA Compliant, LTD. Case: FLD2007 -11033 Site: 1500, 1510, 1520, 1530, 1540, 1550, 1560, Property 18.9 1570, 1580, 1590, 1600, 1610 and 1620 Size(Acres): McMullen Booth Road Atlas 274A Pa e: PIN: 09- 29 -16- 84343 - 000 -0010 1610 PL 1600 EXISTING SURROUNDING USES MAP Owner: Goral Tov ADA Compliant, LTD. Case: FLD2007 -11033 Site: 1500, 1510, 1520, 1530, 1540, 1550, 1560, Property 18.9 1570, 1580, 1590, 1600, 1610 and 1620 Size(Acres): McMullen Booth Road Atlas 274A Pa e: PIN: 09- 29 -16- 84343 - 000 -0010 1610 1600 EXISTING SURROUNDING USES MAP Owner: Goral Tov ADA Compliant, LTD. Case: FLD2007 -11033 Site: 1500, 1510, 1520, 1530, 1540, 1550, 1560, Property 18.9 1570, 1580, 1590, 1600, 1610 and 1620 Size(Acres): McMullen Booth Road Atlas 274A Pa e: PIN: 09- 29 -16- 84343 - 000 -0010 Looking west from subject property toward abutting multi- family res. use and shared driveway (north side of property). industrial. J . L I toward McMullen Booth Road. Looking south from subject property along shared driveway-with abutting multi - family residential property. property. Looking northwest from subject property toward easternmost entrance along SR 590. 1500 - 1620 McMullen Booth Road FLD2007 -11033 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, January 15, 2008, beginning at 1:00 pm, 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. Goral Tov ADA Compliant, LTD (E.D. Armstrong III, Esquire) are requesting Flexible Development approval for termination of status as a nonconformity for a Retail Sales & Service use (shopping center) within the Industrial, Research & Technology (IRT) District as a Comprehensive Infill Redevelopment Project pursuant to Community Development Code (CDC) Sections 2- 1304.0 and 6 -109 along with a Comprehensive Landscape Program pursuant to CDC Sec. 3- 1202.G. (Proposed Use: Offices, Retail Sales and Services, Restaurants, and Vehicle Service.) at 1500, 1510, 1520, 1530, 1540, 1550, 1560, 1570, 1580, 1590, 1600, 1610 and 1620 McMullen Booth Rd, South Oaks Fashion Square Lot 1. Assigned Planner: Robert G. Tefft, Planner III. FLD2007 -11033 2. Offices at Park Place LLC. (Richard Harris, Gulf Coast Consulting, Inc.) are requesting Flexible Development approval for a Retail Sales and Service use (child care) as a principal use where it would otherwise only be permissible as an accessory use within the Industrial, Research & Technology (IRT) District as a Comprehensive Infill Redevelopment Project pursuant to Community Development Code (CDC) Section 2- 1304.C.. [Proposed Use: Retail Sales and Services (Child Care)] at 63 Park Place Boulevard, Storz Ophthalmics, Inc., Park Place Lot 1 less that part desc beg NE Cor of SD lot 1 TH . Assigned Planner: Robert G. Tefft, Planner III. FLD2007 -11032 3. Abdol Kheiriddine (Renee Ruggiero, Northside Engineering Services, Inc.) are requesting Flexible Development approval for a Comprehensive Infill Redevelopment Project to permit a retail sales /service and office use in the Commercial, (C) District within the Downtown East Gateway Character District with a reduction to the required front (south) setback from 25 ft to zero feet (to steps), a reduction to the required front (west) setback from 25 ft to zero ft (to sidewalk), a reduction to the side (north) setback from 10 ft to 6 feet (to parking lot), a reduction to the side (east) setback from 10 ft to 5 ft (to parking lot), an increase in the allowable building height from 25 ft to 36 ft (to parapet) and a reduction to the required parking spaces from 41 spaces to 33 spaces under the provision of Sec. 2- 704.C. and a reduction to the required front (south) landscape buffer from 15 ft to zero ft, a reduction to the required front (west) landscape buffer from 10 ft to 1 foot, a reduction to the required side (north) landscape buffer from 12 ft to six feet, a reduction to the required side (east) landscape buffer from 5 ft to zero ft, a reduction to the required foundation landscaping from 5 ft to zero ft and 'a reduction to required interior landscape from 10 percent to 8 percent under the provisions of a Comprehensive Landscape Program per Sec. 3- 1202.G. (Proposed Use: Retail Sales and Services and Office) at 1310 Cleveland St, Brookwood Terrace. Blk 2 Lots 26 & 29 -33. Assigned Planner: A. Scott Kurleman, Planner II. FLD2007 -09029 4. Salt Block 57, LLC, formerly owned by Inidgo Beach, LLC, formerly known as TW /Beach Residences — Clearwater, LLC. (E.D. Armstrong III, Esq. and Johnson, Pope, Bokor, Ruppel & Burns, LLP) are requesting (1) Termination of Status of Nonconformity for density (217 overnight accommodation units; where 93 overnight accommodation units are permitted today), under the provisions of Section 6 -109; (2) Flexible Development approval to permit 230 overnight accommodation units in the Tourist (T) District with reductions to the front (east) setback from 15 feet to zero feet (to trash staging area), reductions to the side (north) setback from the Coastal Construction Control Line (CCCL) from 10 feet to 6 feet (to building) and to zero feet (to sidewalk), reductions to the side (south) setback from 10 feet to 3 feet (to sidewalk) and to zero feet (to trash staging area), reductions to the rear (west) setback from the CCCL from 20 feet to 8 feet (to building) and to zero feet (to sidewalk), an increase to building height from 35 feet to 100 feet (to roof deck) and to 150 feet (to roof deck) for two portions of the building, a deviation to allow direct access to an arterial street and to allow a two -year time frame to submit for a building permit, as a Comprehensive Infill Redevelopment Project, under the provisions of Sec 2- 803.C; and (3) including the Transfer of Development Rights of 8 total dwelling units (being converted to 13 overnight accommodation units) previously approved and transferred under TDR2005- 05022, including four dwelling units from 557 and 579 Cyprus Ave, one dwelling unit from 625 -627 Bay Esplanade and 3 dwelling units from 667 Bay Esplanade, under the provisions of Sec 4 -1402. (Proposed Use: 230 Overnight Accommodation units) at 430 South Gulfview Blvd, Lloyd - White - Skinner Sub Lots 33, 34 & 35 & pt of lot 36 & Subm Land on W per O.R. 765/542 All Desc . Assigned Planner: Wayne M. Wells, AICP, Planner III. FLD2007- 11034 /TDR2005 -05022 Interested parties may appear and be heard at the hearing or file written notice of approval or objection with the Planning Director or City Clerk prior to the hearing. Any person who decides to appeal any decision made by the Board or Council, with respect to any matter considered at such hearings, will need to request a record of the proceedings and, for such purpose, may need to ensure that a verbatim record of the proceedings is made, which record includes the testimony and evidence upon which the appeal is .to be based per Florida Statute 286.0105. Community Development Code Sec 4 -206 states that party status shall be granted by the Board in quasi-judicial cases if the person requesting such status demonstrates that s/he is substantially affected. Party status entitles parties to personally testify, present evidence, argument and witnesses, cross - examine witnesses, appeal the decision and speak on reconsideration requests, and needs to be requested and obtained during the case discussion before the CDB. An oath will be administered swearing in all persons giving testimony in quasi-judicial public hearing cases. If you wish to speak at the meeting, please wait to be recognized, then state and spell your name and provide your address. Persons without party status speaking before the CDB shall be limited to three minutes unless an individual is representing a group in which case the Chairperson may authorize a reasonable amount of time up to 10 minutes. Five days prior to the meeting, staff reports and recommendations on the above requests will be available for review by interested parties between the hours of 8:30 a.m. and 4:30 p.m., weekdays, at the City of Clearwater, Planning Department, 100 S. Myrtle Ave., Clearwater, FL 33756. Please contact the case presenter, at 562 -4567 to discuss any questions or concerns about the project and/or to better understand the proposal and review the site plan. Michael Delk Cynthia E. Goudeau, MMC Planning Director City Clerk City of Clearwater P.O. Box 4748, Clearwater, FL 33758 -4748 NOTE: Applicant or representative must be present at the hearing. A COPY OF THIS AD IN LARGE PRINT IS AVAILABLE IN OFFICIAL RECORDS AND LEGISLATIVE SERVICES. ANY PERSON WITH A DISABILITY REQUIRING REASONABLE ACCOMMODATION IN ORDER TO PARTICIPATE IN THIS MEETING SHOULD CALL (727) 562 -4093 WITH THEIR REQUEST. To learn more about presenting to Clearwater boards and City Council, go to http:// clearwater .granicus.comNiewPublisher.r)hr)?view id =11 and click on "Resident Engagement Video." You can also check the informational video out from any Clearwater public library. Ad: 01/03/08 FLD2007-:11033; 548 ABER, MARJORIE I ADAMS, WILLIAM P 1269 MISSION CIR ADAMS, HELEN M CLEARWATER FL 33759 - 2757 1267 MISSION CIR CLEARWATER FL 33759 - 2757 ALFONSO, JUDEANN R 1379 MISSION HILLS BLVD CLEARWATER FL 33759 - 2767 AMIRTO, LOUIS AMIRTO, DORIS 2956 FEATHER DR CLEARWATER FL 33759 - 2568, ANDERSON, RONNIE D ANDERSON, BARBARA T 3097 HAVERFORD DR CLEARWATER FL 33761 - 4026 ARNDT, RITA 743 EVERGREEN RD LEECHBURG PA 15656 - BARCLAY, MARGARET BARCLAY, JAMES 1363 MISSION CIR CLEARWATER FL 33759 - 2755 BARR, FRED 2981 FLINT DR N CLEARWATER FL 33759 - 2572 BARROS, LUIS 8 TANGELO TER SAFETY HARBOR FL 34695 - 4942 BARUCCHERI, MURIEL 12 MILSTEAD WAY GREENVILLE SC 29615 - 5333 BERNIER, JOHN R BERNIER, ELIZABETH A 2968 MISSION DR E CLEARWATER FL 33759 - 2582 ALTAVILLA, JOSEPH F 1621 MISSION HILLS BLVD CLEARWATER FL 33759 - 2592 AMORENO, JANE E 1379 N MCMULLEN BOOTH RD CLEARWATER FL 33759 - 3238 ANTONAKES, ANDREW S THE ANTONAKES, MURIEL J THE 2933 FEATHER DR CLEARWATER FL 33759 - 2508 AVERILL, RICHARD J AVERILL, LINDA 375 CAPTAIN THOMAS BLVD # 31 WEST HAVEN CT 06516 - 5876 BARGAS, MICHELE. 9325 CHICORY DR E BLAIRSVILLE GA 30512 - 1140 BARRETT, ELIZABETH 2981 MISSION DR E CLEARWATER FL 33759 - 2524 BARSKY, JEFF A 1520 MISSION HILLS BLVD # 15 -B CLEARWATER FL 33759 - 2588 *ALBERT, ELEANOR ALBERT,STEVEN 5 HADLEY DR WHEATLEY HEIGHTS NY 11798 - 1116 AMERADA HESS CORP 1 HESS PLAZA WOODBRIDGE NJ 07095 - 1299 ANCEL, GERARD A 1485 FEATHER DR CLEARWATER FL 33759 - 2504 ARCHIBALD, ALEXANDER 2974 FLINT DR S CLEARWATER FL 33759 - 2576 BAKER, DENNIS L BAKER, DENISE L 650 12TH ST APT A PALM HARBOR FL 34683 - 4420 BARNETT, WARREN R 1169 MISSION CIR # 53D CLEARWATER FL 33759 - 2739 BARRIENTOS, CHARLES A THE 1482 MISSION HILLS BLVD CLEARWATER FL 33759 - 2587 BARTRAM, BETTY 1380 MISSION HILLS BLVD CLEARWATER FL 33759 - 2765 BAYRIDGE INVESTMENT PARTNERS BENNETT, BRUCE R L BENNETT, DONNA E 4301 WESTBANK DR BLDG B STE 27 8305 RANDOMWOOD CT AUSTIN TE 78746 - LOUISVILLE KY 40291 - 2833 BIES, ANDREW SARKAR, LISA L BILADEAU, GENEVIEVE 667 CRESTON AVE 1189 MISSION CIR LONDON ON N6C 3A9 00030 - 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2583 CLEARWATER FL 33759 - 2523 ROCKVILLE MD 20850 - 6662 COX, ALBERT F COX, MARY 1449 MISSION DR W CLEARWATER FL 33759 - 2761 CRESCENZO LAND HOLDINGS INC 3101 NEBRASKA AVE TAMPA FL 33603 - 6029 CUNDIFF, SUE F 37925 COLEMAN AVE DADE CITY FL 33525 - 4755 CURRENT OWNER 1381 N MCMULLEN BOOTH RD CLEARWATER FL 33759 - 3238 DALY, MARGARET G DENNEHY, WILLIAM J 2931 FEATHER DR CLEARWATER FL 33759 - 2508 DANBY, LINDA A LIVING TRUST 1816 PINE MEADOW CIR NW MASSILLON OH 44646 - 2844 DANN, GRACE M 2978 FEATHER DR CLEARWATER FL 33759 - 2569 DAVIS, CECELIA R 1414 ARROWHEAD CIR CLEARWATER FL 33759 - 2556 CRADICK, GARY CRADICK, TERRY PO BOX 642 CRYSTAL BEACH FL 34681 - 0642 CSX TRANSPORTATION INC 500 WATER ST JACKSONVILLE FL 32202 -4423 CURRENT OWNER 1286 MISSION HILLS BLVD CLEARWATER FL 33759 - 2762 CURTIS, FRANCIS CURTIS, JEAN 1284 MISSION HILLS BLVD CLEARWATER FL 33759 - 2762 DAMERS, ROSE -MARIE PO BOX 5064 CLEARWATER FL 33758 - 5064 DANBY, WILLIAM J & LINDA A LIV 1816 PINE MEADOW CIR NW MASSILLON OH 44646 - 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FL 33759 - 2509 DRAKE, NED E DRAKE, PHYLLIS J 1463 MISSION HILLS BLVD CLEARWATER FL 33759 - 2519 DUBE, HELEN R 1193 MISSION CIR CLEARWATER FL 33759 - 2736 DENNIS, JAMES E 1296 MISSION HILLS BLVD CLEARWATER FL 33759 - 2747 D'FARNESIO, WILLIAM E ALDANA, MONICA A 1366 ABBEY CRESCENT LN CLEARWATER FL 33759 - 3229 DIGONNO, ANTONIO D 1449 WELSH AVE HAMILTON OH 45011 - 4360 DOCKRELL, JEAN 1384 MISSION HILLS BLVD CLEARWATER FL 33759 - 2765 DONELAN, EDWARD J 1359 MISSION CIR CLEARWATER FL 33759 - 2745 DOVE, JOHN N DOVE, GARY A 1500 MISSION HILLS BLVD CLEARWATER FL 33759 - 2527 DREES, SCOTT D DREES, DEBORAH T 2388 TIMBERCREST CIR S CLEARWATER FL 33763 - 1622 DUGAN, MARIE J THE 1197 MISSION CIR CLEARWATER FL 33759 - 2736 DENNISON, ELIZABETH EST 6809 STELL DR NEW PORT RICHEY FL 34653 - DI SILVESTRO, DANIEL C DI SILVESTRO, JANET SUE 18WO35 LORRAINE VILLA PARK IL 60181 - 1049 DILLMANN, MARY E DILLMAN, PATRICK M 1385 N MCMULLEN BOOTH RD CLEARWATER FL 33759 - 3238 DOLLMONT, GERALD J DOLLMONT, ELEANOR A 1173 MISSION CIR CLEARWATER FL 33759 - 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2565 RYAN, JANE E 1512 FLINT DR W CLEARWATER FL 33759 - 2580 SACHER, STEVE J 2951 FEATHER DR CLEARWATER FL 33759 - 2565 SANTIAGO, ANGEL M PO BOX 261041 CORPUS CHRISTI TX 78426 - SCHARMER, KENNETH H HERR, LUANN J W6976 DAM RD FIFIELD WI 54524 - 9237 SCHLUETER, DALE SCHLUETER, HARRIET M 1189 MISSION HILLS BLVD CLEARWATER FL 33759 - 2746 SCHULTZ, CAROL A 1387 MCMULLEN BOOTH RD N CLEARWATER FL 33759 - 3238 SELF, ANN E 1394 MISSION HILLS BLVD CLEARWATER FL 33759 - 2749 SHADE, FRANCIS I JR SHADE, FRANCIS I SR EST 3008 ST JOHN DR CLEARWATER FL 33759 - 2127 SHEEHY, MARY A 1423 ARROWHEAD CIR W CLEARWATER FL 33759 - 2560 SHROYER, JEAN I 2993 FLINT DR N CLEARWATER FL 33759 - 2573 SHULL, WENDELL L • HULL, DOROTHY K SIBBERT, WAYNE E SILVA, SONIA G S HU MISSION HILLS BLVD 2623 SEVILLE BLVD # 203 1282 MISSION CIR CLEARWATER FL LS BL - 2767 CLEARWATER FL 33764 - 1122 CLEARWATER FL 33759 - 2727 SILVIA, JOHN JR SIMMONS, CLIFTINE S THE SMITH, HAROLD W SILVIA, JOHNS 1426 ARROWHEAD CIR SMITH, EILEEN C 37 SURREY RUN CLEARWATER FL 33759 - 2557 72 WELLES DR N DOVER NH 03820 - 4443 NEWINGTON CT 06111 - 2619 SMITH, ROBERT G REVOCABLE SMITH, RUTH K TRUST SNOWDEN, JOE R TRUS 1253 PARK ST SNOWDEN, JANE M 4662 N FRIESS LAKE DR CLEARWATER FL 33759 - 2768 1331 N MCMULLEN BOOTH RD HUBERTUS WI 53033 - 9780 CLEARWATER FL 33759 - 3236 SNYDER, DOROTHY J SNYDER, MARY N SOVRAN ACQUISITION LTD PTNSHP TRILTSCH, CAROL J 1452 MISSION DR W # 23B 6467 MAIN ST 1526 W SILVER LAKE RD N CLEARWATER FL 33759 - 2760 BUFFALO NY 14221 - 5856 TRAVERSE CITY MI 49684 - 8547 SOWMA, RUDOLF E TRUST SPAULDING, RALPH K SPELMAN, ANN SOWMAN, RUDOLF E THE SPAULDING, CATHERINE A 1387 MISSION HILLS BLVD 1366 GLENGARRY DR 2965 FLINT DR S CLEARWATER FL 33759 - 2750 PALM HARBOR FL 34684 - 2328 CLEARWATER FL 33759 - 2577 SPENARD, ELIZABETH A SPENNER, JOHN F SPIRIT CLEANERS LLC 1602 FLINT DR N 2101 SUNSET POINT RD # 2102 6210 N FLORIDA AVE CLEARWATER FL 33759 - CLEARWATER FL 33765 - 1237 TAMPA FL 33604 - 6626 SPUNG, MARY L STETLER, CHARLES L STRACHAN, NORMAN 1365 MISSION CIR STETLER, JANICE A STRACHAN, FLORENCE M CLEARWATER FL 33759 - 2755 2986 MISSION DR 2991 MISSION DR E CLEARWATER FL 33759 - 2583 CLEARWATER FL 33759 - 2584 STRILKA, JOHN SUJAI, SHERRI SUMMIT, ISABEL P STRILKA, RICHARD 6000 ARMOR DR 2972 FLINT DR S 1475 FEATHER DR CLINTON MD 20735 - 3408 CLEARWATER FL 33759 - 2576 CLEARWATER FL 33759 - 2506 SW FL WATER MGMT DIST SWANDA, ROBERT J SR SWANDA, THERESA L 2379 BROAD ST SWANDA, TERESA L SWANDA, ROBERT J BROOKSVILLE FL 34604 - 6899 1618 FLINT DR E 5407 AVENAL DR CLEARWATER FL 33759 - 2509 LUTZ FL 33558 - 2824 SZARKO, STANLEY TAIT, GORDON J TAMBURRO, LOUIS J EST SZARKO, DOROTHEA C 1502 MISSION HILLS BLVD 3182 CHARTER CLUB DR APT A 1192 MISSION CIR CLEARWATER FL 33759 - 2527 TARPON SPRINGS FL 34588 - CLEARWATER FL 33759 - 2721 TENK, STEVEN J • THEISS, MARJORIE B TENK, DEBORAH A CARSON, BARBARA T 1395 MCMULLEN BOOTH RD 1530 MISSION HILLS BLVD CLEARWATER FL 33759 - 3238 CLEARWATER FL 33759 - 2589 TIEMAN, JANET L 2972 MISSION DR CLEARWATER FL 33759 - 2582 TIPTON, AMELIA B 1522 MISSION HILLS BLVD CLEARWATER FL 33759 - 2588 TOWNSEND, MARK TOWNSEND, CYNTHIA 6 MORGAN ST WEN HAM MA 01984 - 1112 TRUVER, WANDA 2936 FEATHER DR CLEARWATER FL 33759 - 2503 UTTER, CLIFFORD L THE 1446 MISSION DR CLEARWATER FL 33759 - VANAMAN, PAULINE 1605 MISSION HILLS BLVD CLEARWATER FL 33759 - 2530 VERSCHAEVE, CHARLES L THE VERSCHAEVE,EVELYN THE 11531 TOWER RD MAPLE CITY MI 49664 - 9793 VODICKA, BERLENE SULLIVAN REVO 4611 CONNELL DR RALEIGH NC 27612 - 5603 TIMM, HERBERT R THE 2982 FEATHER DR CLEARWATER FL 33759 - 2570 TONG, ROSE MARIE 1197 MISSION HILLS BLVD CLEARWATER FL 33759 - 2746 TREMBLE, RANDY TREMBLE, ANGELA 61 ARPAGE DR E SHIRLEY NY 11967 - TURANICZO, CHARLES TRUST ATTN TAX DEPT 1 HESS PLZ WOODBRIDGE NJ 07095 - 1229 VALENTINE, PHYLLIS SCHULZE SCHULZE, GUS W 1406 CRESTWOOD CT N SAFETY HARBOR FL 34695 - 3713 VAUGHN, CATHERINE 1416 ARROWHEAD CIR CLEARWATER FL 33759 - 2556 VESPE, LAURA NAPOLITANO, ROSEANN 95 ROUND HILL RD ROSLYN HTS NY 11577 - 1643 VOGEL, MARIE 1439 MISSION DR CLEARWATER FL 33759 - THORP, LEONARD W 2968 FLINT DR S CLEARWATER FL 33759 - 2576 TIMONEY, MARTIN P 1369 N MCMULLEN BOOTH RD CLEARWATER FL 33759 - 3238 TORTORELLI, FRANK 2959 FLINT DR S CLEARWATER FL 33759 - 2514 TRUNDLEY, WINIFRED S 1610 FLINT DR # 8F CLEARWATER FL 33759 - UNDERWOOD, JOYCE J BACKUS, JOY ANN REM 1615 MISSION HILLS BLVD CLEARWATER FL 33759 - 2592 VAN WUYCKHUYSE, JACK VAN WUYCKHUYSE, CAROL A 1617 MISSION HILLS BLVD CLEARWATER FL 33759 - 2592 VENTOLA, EDWARD F SR 1273 MISSION CIR CLEARWATER FL 33759 - 2757 VITIELLO, ANDREW 3011 SAINT JOHN DR CLEARWATER FL 33759 - 2128 VOGEL, WALTRAUD 1351 MISSION CIR CLEARWATER FL 33759 - 2745 VOUZOUKAS, HELEN WALLACE, MARGUERITA WALSH, ARTHUR 2995 FLINT DR N WALLACE, WAYNE WALSH, BRENDA CLEARWATER FL 33759 - 2573 1603 MISSION HILLS BLVD # 5 -E 2987 MISSION DR E CLEARWATER FL 33759 - 2530 CLEARWATER FL 33759 - 2584 WALSH, DANIEL E • WALSH, MARY ELLEN WARZECKA, THERESA M WASHNOCK, MARY 1404 ARROWHEAD CIR 2971 FLINT DRS 1194 MISSION CIR CLEARWATER FL 33759 - CLEARWATER FL 33759 - 2577 CLEARWATER FL 33759 - 2721 WATSON, DORIS A WEBER, HARRY W WEBER, WALTER F 1407 ARROWHEAD CIR 1609 MISSION HILLS BLVD WEBER, DARLENE J CLEARWATER FL 33759 - 2559 CLEARWATER FL 33759 - 2530 1804 FLAGSTONE CIR ROCHESTER MI 48307 - 6095 WEINING, ALAN J WEITZEL -KING, HELEN B WELSH, DON G 1167 MISSION CIR 1515 ARROWHEAD CIR WELSH, SUZANNE M CLEARWATER FL 33759 - 2739 CLEARWATER FL 33759 - 2562 2639 LORIS DR DAYTON OH 45449 - 3224 WERNER, EDWARD M WEST, KATHLEEN - WESTERMANN, GORDON H THE WERNER, BRUCE A 27 COVENTRY LN 1751 HICKORY GATE DR S 4N145 DORAL DR ATHENS OH 45701 - 3718 DUNEDIN FL 34698 - 2413 WEST CHICAGO IL 60185 - WHIGHAM, ROBERT A JR WHITAKER, GEOFFREY W WHITE, JOHN C WHIGHAM, PATRICIA F WHITAKER, ROBERT M 771 GLEN COVE AVE 10 MEADOW RD 1386 MISSION HILLS BLVD GLEN HEAD NY 11545 - 1639 BEVERLY MA 01915 - 7204 CLEARWATER FL 33759 - 2765 WIELAND, HAALKE WILDER, JIMMIE R WILLIAMS, DAVID A WERDERSTR 70 WILDER, DEBORA J 1355 MISSION CIR 76137 KARLSRUHE 00000- 1986 BRAEMOOR DR CLEARWATER FL 33759 - 2745 GERMANY DUNEDIN FL 34698 - 3250 WILLIAMS, GLADY F WILLIAMS, MARJORIE A WINANT, CLINTON F JR 1435 MISSION DR W # 27E 1419 ARROWHEAD CIR WINANT, LINDA CLEARWATER FL 33759 - 2744 CLEARWATER FL 33759 - 2560 1437 MISSION DR CLEARWATER FL 33759 - WINANT, THOMAS WINKLER, EDWIN WINANT, PATRICIA A WINKLER, ANNA WINTER, 1527 MISSION HILLS BLVD 7531 178TH ST 1430 ARROWHEAD CIR LOIS H CLEARWATER FL 33759 - 2557 CLEARWATER FL 33759 - 2591 FRESH MEADOWS NY 11366 - 1627 WOOD, WENDY K WOODRING, MARIA CRISTINA WOODS, CARL 2975 FEATHER DR 647 E RAINIER AVE WOODS, SHARON CLEARWATER FL 33759 - 2566 ORANGE CA 92865 - 1327 1361 N MCMULLEN BOOTH RD CLEARWATER FL 33759 - 3237 WORMAN, RUSSELL ALLEN YOUNG, BETTY J YOUNG, E LINWOOD WORMAN, JOAN CAROL 1281 MISSION HILLS BLVD YOUNG, J BEVERLY 2966 FLINT DR S CLEARWATER FL 33759 - 2748 19 DEBBIE DR CLEARWATER FL 33759 - 2575 GALLIPOLIS OH 45631 - 8391 0 ZAZZARO, WILLIAM & CAROLINE RE YUSKEVICH, OLGA ZAZZARO, CAROLINE E THE 1361 MISSION CIR 1388 MISSION HILLS BLVD CLEARWATER FL 33759 - 2755 CLEARWATER FL 33759 - 2749 ZUNA, EDWARD C THE 1458 MISSION DR # 23 -E E.D. ARMSTRONG III, ESQUIRE CLEARWATER FL 33759 - P.O. BOX 1368 CLEARWATER, FL 33757 ZOGRAPHOS, WARREN H LIPRESTI, DONNA 2978 MISSION DR E CLEARWATER FL 33759 - 2583 65 7.1 6A 5.8 6.0 12 >3 fl5 6.8 5.0 6A 72 41 J 3 2.6 33 IA 5.7 7.1 7 [l 6A 52 IS 1.5 6D 1A 2.6 3 1 'IA BA 7. 61 5A IA 12 Ib 12 to 26 31 12 A. BA 1.1 36 ]5 32 OA 12 1 7 2.7 3.0 &1 3A 2A 2A 2.1 2A OA 01 13 IA 2.0 2. 22 22 11 1d 12 0.6 08 1 9 12. 1.1 1. 1.6 19 12 12 13 OA 1.0 10 12 1.3 1, 1.5 IA 12 1.1 12 12 1A 14 15 1S IJ 14 1A 13 to 15 20 2.1 22 23 17 2J 17 21 35 2.1 22 11 ]3 11 16 31 1. 1.5 32 3, 32 32 .0 5b 6. 66 SD 13 1D 12 6.1 6.7 6.1 1.6 53 48 6.1 6d 47 7.0 6.1 15 1A 62 fiA 8 1.7 /. 3.8 1. IA 1 6A 6 TECHLIGHT 2707 SATSUMA 25 3 A A DALLAS, TX 32 1 6.D .8 75229 33 8 6A 5d 1.0 3A 12 61 BA 48 5A 1.1 3A 1.6 5A 6. 6.0 u 1.8 1./ 1D DD 47 08 1b 3b 18 Sd 6., 55 3A 17 34 fl7 5A ID 33 32 35 IA 6D 6.7 IA ]A 3.1 3A 4.0 6.8 41 34 11 25 13 1.6 'A 12 1.0 1.1 1A 22 32 IA 52 17 22 35 2d 28 2D 33 35 2A 2A b 3D 32 35 5 12 30 24 IA 12 12 11 2.1 2.1 2A td 11 2.0 2 2b .0 1.0 U 1 16 12 to 1d 14 to I's to IA 27 5.1 6.1 62 11 11 16 1. Dl W 1A 1.1 12 .12 1.1 12 to 1.7 6 15 3.3 6.0 6. .6 63 1] 1 1D Project: 04 ,A 1.1 IS IA 1A ,3 ,A 2A 2 1A 13 .1 W 45" d 16 1] b OA 7 BAYSIDE s 1A 24 2A x 22 3.1 2 3A 2d A 6 5.0 4.7 11 20 15 1.1 DA 11 1 25 2.7 323A ]D 31 >d IA 41 fit 1.7 2A 17 3.4 13 17 16 2. 1A 1d 1.1 A BRIDGE )2 1 12 7 35 41 69 65 66 .7, 22 1 21 3.8 .., . iA 3] 2.7 22 3D d , pL,gZ,q 6d ID 3A 4.1 55 BA .7 fit 6A 38 12 IA 8.1 62 IA 33- 22 11 30 1.8 62 6A V 18 11 11 b 1 2D BA 8.7 fiA " 11 5.7 65 5.7 B2 6A .6 31 ]./ 1 e 3.1 2 13 17 lD so 6A 72 AS Is 1A 13 3d 2 8.7 BA M IA 12 1A 5.1 fiA Ib 3A 1 10 2A 2 A 23 1 1A 11 A 3.8 5.7 fl6 61 52 6.6 6.1 1.7 2.7 - 5A BA IA It 3.7 3A 12 12 ]A 32 10 10 1 1. 1 td 13 2A 6.0 73 46 5.1 SA 6.7 7.1 5A 33 1.1 1.1 3A 3.8 3D 3A 3A 3A 32 2A A 1.7 12 12 1.3 to 1 16 3.3 42 6.7 55 5.1 1 1.6 6A 7A 7.1 2 1.1 2A 2b 17 17 2A 34 32 3A 3A 32 2.7 1 13 1.1 1 to to 1.0 2A 1 3A 1.8 6A 6 5.1 1.7 15 IA 63 41 6A 5A 1.1 22 12 to xA 2.3 2.7 3A 1A 5A 3A 3.0 .1 13 12 1 12 1 A 3A IA 6.1 62 7.1 62 CI l7 12 4.3 4.7 1 82 SA D 3A 22 Notes: 13 IA 1.6 2.1 3A 1A 5.7 6.1 52 ID .6 1A 12 1 IA 2. ].1 62 BA 82 0.0 .0 As 7.5 52 U IA 5A 7 6.7 4.7 - 12 12 to ,A 2A 5A AS f.l 6.1 IA .1 1.6 1.0 11 13 11 1A 6.3 .1 8.2 0.1 8. 7.5 5.1 1.7 IA 63 7A BA 2 IS 1.7 11 12 32 1.7 6A 6A 63 42 .8 1.8 13 1 1.7 2A 1 6.7 41 BA 83 0.2 SA U IA 5.1 &1 7.1 72 2D 2A U 2A 32 3A IA 6A 12 3/ A 1.7 12 11 to 2A 5.1 7.D 7./ 7, 47 62 SA 1 5.1 6.3 6A 2 6A fi 3.1 3.1 31 3.1 35 31 1.1 IA ]A ]A ./ 15 1.1 I 1 'A 11 3. 1.8 5.1 53 12 14 IA 12 ¢0 1.6 7 7A 5A BA 6d 1.1 38 32 1.1 15 Ib IA 3] s TS 1.1 1 Z 15 3 33 32 ID 12 12 11 6 5.0 6.0 7 7A 8.8J 7 6➢ 1.7 12 IS 5.8 62 12 31 *4 IA 12 1 2.0 2. 2 3A 3A 3A A ]A 4.1 14 6.3 7.1 7A �.pp6app��n n�Al�I, 8 8.1 5.7 6A fiA 12 A IS 1.1 1 3 11 U It 1.7 42 3.9 IA 62 62 8A 48 S. 12 12 6.7 eb 85 6A 1. to 1 1.1 4.1 5.6 6d fl 6.1 4.3 1.6 AS 7.3 0.A 53 3.1 1./ 12 1.5 11 Id 62 61 1. 1.4 0.1 0 41 DEC � � 2001 61 6.5 IA 12 1.1 46 6A AS 7 e ■/ A PLIMNING D6WTN> Cffy®FCLEWJVF Luminaire Schedule Numeric Summary Symbo Qty Label Arrangement Lumens LLF Description Label CalcType Units .Avg Max Min Avg/Min Max'Min 13-0 24 EX -2 BACK -BACK 108500 0.540 EXISTING 1000W MH FDCTURE PARKING AND DRIV Illuminance Fe 3.88 9.8 0.6 6.47 16.33 THE LIGHTING DESIGN IS BASED ON INFORMATION SUPPLIED BY OTHERS. CHANGES IN ELECTRICAL SUPPLY, AREA GEOMETRY AND OBJECTS WITHIN THE LIGHTED AREA MAY PRODUCE ILLUMINATION VALUES DIFFERENT FROM THE PREDICTED RESULTS SHOWN ON THIS LAYOUT. Notes: - 1. Type EX -2 1000w MH fixtures mounted 40' AFG. 2. This plan is to describe existing pole and fixture lighting. 3. Calculation at grade. FILE: bayside.a32 Date: 10 -30 -07 SCALE • 0 :Aerial I > ' �1i Labels - - — — ti T R Saint John Dr St John Dr kv 1-z t State Road 590 State Road 590 s µ � 'Alf. €9km 3 s� w { eA p - .-als NllssionO(� �p of 1 �f 4 . N. ji v _ JL i 41 • 6th i, :€, f; 7e ' liwdad State Road 59 State Road 1390 - aeD t 0th Ave S " 10th Si S 10th Ave S Is Alm �. 'if • c Rp yts sq _ ° ',a E aii rt 44 f 1 Ya � a (AGIWAL PECOW DEC 14 2007 CITY OF c?� �F� . r A 171 T, SEE LAG McMULLEN BOOTH ROAD (P, F) CWl- ROAD 611 . IBI (1) r 1.6 LOT 2 SOUTH CAkS FASKON SCUARE 6 101 PGS 57-58 EONO-, * E U Iz- I ml� --W 0 w -j gg —PLA 71. ED oA - - - - - - - - - - 0 0 0 BOG j, LOT i SO T FASO W 0 < F co air w w 0 U, } 13 LANDSCAPE P LAN Ll ORIGINAL 9F-C-!F,,IED 2007 41NING Di?,41MENT ITY")F CLEARWATER TECHLIGHT 2707 SATSUMA 2.5 3 0 3A 5 DALLAS, TX 31 I 50 .e 75229 3.3 6 6.4 5.8 1.0 3A 43 5.7 8.6 fi.6 5.6 1.1 3.5 4.6 5.6 fi. SA . 1.6 1.1 1.0 0A V OD 1.5 25 1d 5d 6.1 55 39 2.7 3.8 6.7 5.8 40 35 32 3.5 4.0 6.0 5.7 4A 35 3.4 3d dA SA 5.1 3d 3.1 2.5 23 1.8 IS 11 1.0 1.1 15 23 32 1A 53 17 22 6 35 28 2S 21 3S 3S 21 38 S 3.0 32 3.5 .S F.? 32 10 2.9 to 12 13 2.1 2.1 2.1 td 2.1 2.0 2 2.5 5 2 .p 4.0 42' 1 3.6 2 13 . fA 13 1.4 1.4 1 3 15 18 1.8 2 27 5.4 El 6.3 3.1 2.1 1S 1. 0S 1.0 1.1 12 12 1.1 12 1A 1.7 .9 2.5 3.3 5.0 S. .6 55 3 23 1 1.0 Project: Od 1 1 to 1.1 to 1.4 1.4 15 1.8 2d 19 23 .1 5.2 6.6 53 16 23 5 08 7 BAYSI D E 12 1.6 20 21 22 3.1 2 2A A 2.3 8 8 5.0 4.7 4.4 2A 15 11 08 21 1 0 25 2.7 3.2 3.4 1] 3.1 3d 48 8.1 63 I.] 2.0 27 3.4 43 17 3.8 2. id 13 1.1 d BRIDGE 7� La 32 3. 42 4 5.9 65 5 5 .7 22. 1 27 3.8 4.1 4. 18 32 2.7 22 2.0 .8 1. PLAZA BS 7.1 68 &8 &0 4.3 5.8 4.0 3.9 4.1 SS fiA .7 62 5D 3A 42 4.9 6.1 8.2 4fi 15 5 22 24 3.0 4.8 5.3 6.4 4.7 3.8 3A 11 .0 2. 23 33 &5 6S 5.6 58 72 62 S 6.8 8.] 58 4.9 4.4 5.7 5S 63 62 SA A 3A 3.4 d 6 3.1 2 2.3 27 1.0 8.0 8.9 7.3 5.8 42 5� 48 43 33 2 25 3.5 4./ 5.7 7.1 ] 8.9 58 45 45 6.0 &] 5.0 fiA 48 42 4A 5.1 6.0 43 38 A 29 28 2 8 25 1 1.9 2.1 8 3.8 5.1 5.5 5.4 5.3 6A 6.1 4.7 23 1.8 2.5 4 1.9 6A 7. 6.9 5.8 4A 42 4.5 5.8 6.4 4.6 4.1 3.7 3.8 42 42 3.8 32 .5 20 20 1 9 1 1 1.8 23 2.9 fi.0 7.3 6.6 5.1 SA 52 7.1 SA 35 12 1.8 25 3.4 42 8. 5.6 4.1 3.6 35 33 4.1 4.1 3.4 3.6 3.0 3.4 3.4 3S 32 28 .1 1.7 1.3 1 13 1.4 1. 25 3.3 42 5.7 5.5 6.4 4. 4.6 8d 7.0 7.1 63 4.1 28 08 12 17 27 3.0 IS 3.4 28 28 2A 2.5 25 27 2.7 28 3.0 32 3.4 3.6 3.3 2.7 A 15 1.1 1 1.0 1.4 18 2.6 3. 38 4.8 6.4 &4 5.4 4.7 4.5 4.4 53 6.1 6.0 5.6 4.1 23 0.6 0.9 13 1.6 2.0 23 22 22 1S 1.8 1.7 1.7 1S 2A 23 27 3.4 4.4 5.0 38 3.0 1 15 12 11 12 1. A 3.6 1.4 6.4 8.3 7.1 62 6.1 1.7 42 4.3 4.7 4 62 SA 53 3A 22 Notes: 0.6 0.8 C 9 12 1.4 1. 1.5 1d 13 13 1.3 1.3 1.4 1.6 21 3.0 4A 5.7 6.4 52 4.0 .5 1.6 12 11 IA 2 3.1 52 6.4 82 9.0 .p &A 7.5 52 43 4.8 5.9 7 61 4.7 OS 1.0 10 12 13 1. 1.5 1.4 12 1.1 12 12 11 1.4 15 22 5.1 8.8 .i 8.4 - .4 15 to 11 1.5 2A 4A 83 .1 82 9.1 9. 1 5.4 4.1 48 55 7.4 88 3 12 t.d 14 IS 1.9 1. 1.9 18 15 1.8 15 1S 11 18 2.3 32 4.7 6.0 6.5 55 41 6 ld 13 13 1.7 2.6 3. 5.7 &1 9.8 9.5 83 1 5.0 4.9 4.8 5.1 8.1 7.1 72 2.0 2.1 2 2 2.5 2.7 2. 2.7 2.6 25 2.1 22 23 u 28 2.8 32 3.6 4.8 5.6 43 14 3 1.7 12 11 1.5 23 5.4 7.0 7.4 7. 8.T 62 58 4 5.1 5.3 8.1 2 BA 5 3.4 33 3.4 3.5 3.7 4. 4.5 33 3.1 3.3 32 31 3.4 11 3.4 3.5 38 4.1 4A 38 3.0 A 1.5 1.1 1 1S 21 3, 4.8 5.1 &3 4.B 18 48 4S 10 7S 73 7A 58 .0 5S 6. fib 5.0 43 4D 42 6A 58 4.1 3.8 33 4.1 4.5 45 4.0 33 2 1S 1.1 1 1S 8 3.3 3.8 4.3 42 42 4.1 5 6.0 8.0 7 7A 5.4 6.7 8.1 4.8 5.5 0.8 6.1 5.8 &7 5d 4.7 4.2 4.5 5.6 62 42 3.4 d 1.6 13 1 2.0 2. 2 18 38 3.9 .0 3.8 1.3 4.9 6.3 7.4 7.1 C4� 6.7 7.0 5.1 4.5 4A 62 6. 6d 6.1 5.7 6.8 58 43 A 1.8 1.4 1 21 2 4.1 4.7 42 38 1d 52 83 6.p 1.1 5. 6.0 5 42 42 53 fiS 6S 58 4. 1.8 1 1.T 4. 5.6 6.8 6. 5.4 4.3 4.8 8.6 7.3 &3 &3 4.7 4 2.1 IA 12 1.5 24 4.8 52 58 4. 4.4 &A .9 &7 32 4.0 &1 SS 44 42 4.4 5.8 6.fi 6.6 .7 45 4. 48 3 Luminaire Schedule Numeric Summary Symbo Qty Label Arrangement Lumens LLF I Description Label CalcType Units A1g Max Min Avg/Min Max/Min 0-0124 1 EX -2 I BACK -BACK 108500 0.540 EXISTING 1000W MH FD'TURE PARKING AND DRIV Illuminance Fc 3.88 9.8 0.6 6.47 16.33 THE LIGHTING DESIGN IS BASED ON INFORMATION SUPPLIED BY OTHERS. CHANGES IN ELECTRICAL SUPPLY, AREA GEOMETRYAND OBJECTS WITHIN THE LIGHTED AREA MAY PRODUCE ILLUMINATION VALUES DIFFERENT FROM THE PREDICTED RESULTS SHOWN ON THIS LAYOUT. Notes: 1. Type EX -2 1000w MH fixtures mounted 40' AFG. 2. This plan is to describe existing pole and fixture lighting 3. Calculation at grade. FILE: bayside.a32 Date: 10 -30 -07 SCALE i 0 ORIGINAL REC VED ;'�, Co 2 2007 ,;) IWMNG Di ?A RTiVMENT CITY OF CLEARWATER • 2, G 4♦ Ll o '�7 -iC V1 qry, b Ll Proposed Plant Schedule ■ U TREES BOTANICAL COMMON LN Lagerstroemia indica 'Natchez' Natchez' Crape Myrtle QV Quercus virginiana Southern Live Oak UP Ulmus parvifolia Chinese Elm WB Wodyetia bifurcata Foxtail Palm SHRUBS HI BOTANICAL Hibiscus rosa - sinensis COMMON Hibiscus IS Ilex vomitoria Schellings Dwarf Schellings Youpon Holly JP Juniperus chinensis 'Parsonii' Parsoni Juniper W Ligustrum japonicum Japanese Privet - - - � I CC G - PF Photinia froseri J Photinia RA Rhaphiolepis indica 'Alba' Dwf. Indian Hawthorn GROUNQ COVERS BOTANICAL C6 coo COMMON DV Dietes vegeta °o 0 African Iris TA Trachelospermum asiaticum Dwf. Confed. Jasmine I 1 I DV 0 0 SCB CLEAR SIGHT GENERAL REQUIREMENTS: VERIFY AND MAINTAIN CLEAR SIGHT VISIBILITY AT INTERSECTING- DRIVE AISLES /ROADWAYS, PER CITY OF CLEARWATER COMMUNITY DEVELOPMENT CODE. LANDSCAPING SHALL BE MAINTAINED AT A MAXIMUM HEIGHT OF 3011 FOR SHRUBS AND GROUND COVERS AND TREES SHALL PROVIDE 8' HEIGHT OF CLEAR SIGHT FROM GRADE TO THEIR LOWER CANOPY. �- ......................................................................... ............................... 2 SABLE PALMS - 1' CLEAR 14' LIVE OAK ,l r- Trn"mr v►Tia '� — 15' LIVE OAK -.� ^� �'•� FL, D a 33 z ■ U I I I � � � I I m (n !l_ 0' w I CO J CD 00 N M 18' LIVE OAK 1 \ W Q J 3: W I I a W o I 1 � I CC G LL `t J L I N 00 C6 coo I 0 J W °o 0 , CO Q I 0 m ,. W 0 z 1 r I o W I A Q 12' LIVEiOAK I I— I 17' LIVE OAK I 8' HOiY - I 1 I Y - 6'n' HOLLY IJASMINE -- REQUIREDi 15' WIDE MIN. BUFFER 1 TREE PER 35' (700LF/35 = 20 TREES) 8, HMLY- PROVIDEDi 25 TREES 16.6- 6.5' FROM BACK OF PARKING TO PROPERTY LINE --�� ( +6.6' OF LANDSCAPING FROM PROPERTY LINE TO BACK OF SIDEWALK, WITHIN ROW) 13.1' OF LANDSCAPE AREA PERCIEVED FROM 20' LIVE aAK ROADWAY ALONG PERIMIETER I I 1 I I I I 22' LIVE iOAK I 1 I 15• LIVE OAK I I I I I 20' LIVE 13AK q¢ CANOPY) 15' LIVE OAK I I I I .j NAM 0 0 SCB CLEAR SIGHT GENERAL REQUIREMENTS: VERIFY AND MAINTAIN CLEAR SIGHT VISIBILITY AT INTERSECTING- DRIVE AISLES /ROADWAYS, PER CITY OF CLEARWATER COMMUNITY DEVELOPMENT CODE. LANDSCAPING SHALL BE MAINTAINED AT A MAXIMUM HEIGHT OF 3011 FOR SHRUBS AND GROUND COVERS AND TREES SHALL PROVIDE 8' HEIGHT OF CLEAR SIGHT FROM GRADE TO THEIR LOWER CANOPY. �- ......................................................................... ............................... 2 SABLE PALMS - 1' CLEAR 14' LIVE OAK ,l r- Trn"mr v►Tia '� — 15' LIVE OAK -.� ^� �'•� FL, D a 33 0 30 60 90 feet W Z r` ¢ Q n 12 Ci A 5 SCALE. 1" = 30' > SEE DETAIL "A" 1 —STY MAS McMULLEN BOOTH ROAD _(P, F) BLDG #1610 COUNTY ROAD 611 & 593 (P) 710 SQ FT MOL "C H E C; K E R S" REQUIREDi 15' WIDE MIN. BUFFER 1 TREE PER 35' 11870LF/3 - 5 - 25 TREES) PROVIDED, 20 EXISTING TREES -+ 5 PROPOSED TREES= 25 TREES PROVIDED 11.3' FROM BACK OF PARKING TO PROPERTY LINE Ib ( +2,8' OF LANDSCAPING FROM PROPERTY LINE TO BACK OF SIDEWALK, WITHIN ROW) 14.1' OF LANDSCAPE AREA PERCIEVED FRDM ROADWAY ® .............. ALONG PERIMIETER ........... 16' LIVE OAK - 19• LIVE OAK , 12' LIVE OAK -,`14 13' LIVE 20• LIVE OAK-\ 19' LIVE OAK-1 \ ® Z (A m 0) eel O ' mot}+ .w1 F- Z W W ' i•a I C� Q 0 Y= r 0® 0 Z t� z Z M mo Z W M a 0: -- - - -- - - -� m W W a } 0 Z I W W Q �0 J U- cc ..............................� 1' COVERS -- 14' LIVE OAK FE-B-1 6' HOLLY T— ... 6, -OHW ILEX G ¢ JASMINE P /T \ JASMINE MISC. PLANTING 3 LIGUSTRUM ILEX MISC JUNIPER JASMINE JASMINE JASMINE JASMINE a'UDLIX BAYSIDE) '.v. PLANTINGS 1p �'i c 15' LIVE OAK 6' HOLLY 7' HOLLY • i ', c • ' LIGUSTRUM ' < ' t j ILEX EX. TREE TYP. HEDGE (TYP) # s i i i ? m H1 f 1 _ RA ' 6' HILLY . LAN 20 LN 14' LN` i EX. SHRUB TYP, QV 3 1 LN 1 RA 1 7' HOLLY RA 8 16' LIVE OAK �N 2' MULTI-TRUNK LIGUSTRUM • } CRAPE MYRTLE ' 8' HOLLY W JUNIPER HIBISCUS F _.. , s ✓ - ! zo r � , } �,• t rn LIGUSTRUM LIGUSTRUM 5' HOLLY 3-2' CLEAR ILEX N CROTON Y om r ; LIRIIIPE i i TRUNK PYGMY 1N 20' LIVE OAK LIGUSTRUM • • .% LN 6' HOLLY _, I F , I DATE PALMS ' 7 r J • 11' FUXTAIL 100% COVERAGE H 4' HOLLY PALM 602. ILEX v 20% JUNIPER ` f CROTON 20% OLEANDER WHT) W 6' HOLLY I I LIRmPE 13' LIVE OAK _ I r ..._ y LIGUSTRUM W LIRIOPE ' d 4' ELN - -. nC Y I r S' HOLLY 6'HOLL Ir I 1 —STY MAS s. - - - - -- s� W LN Z uRttPE 'f"" . BLDG #1600 T HOLLY 9' M I _. i W 3 IXORA I— 0 INDIAN HAWTHORN 3 390 SQ 5OX COVERAGE f SID FT M OL 6' HAY ;s LL1 LN 3' CRAPE MYRTLE g LN r __ ..._.. _ Z ' "BANK OF :- 0 3 - 30' CLEAR 3 SOD ' AMERICA" — — — — — — �6' HOLLY 3' ELM CY- TRUNK 13' �j WASHEINTONIA 100 /. COVERAGE PALMS 60% ILEX 20% JUNIPER ❑ SOD 0 ❑ ❑ 0 202. OLEANDER WHT) 4 rte' % fit` SOD 4' ELM 6' HOLLY f 15' LIVE OAK 3' MULTI -TRUNK j.___.._.._.A 1 —STY MAS Qv ,WZ, JUNIPER QV OLEANDER CRAPE MYRTLE #1620 5 J N 1 ' J 3 BLDG � 2' CLEAR TRUNK I PYGMY DATE PALM LIGUSTRUM— • 3 - MULTITRUNK QV 5' HOLLY 5' MOTTLE BRUSH ! j 6,105 SQ FT M OL OLEANDER I 3 F 6' ELM t___._ -4 ; 5• HOLLY LIGUSTRUM I 1 COONTIE "TIRES PLUS" ` 5' HOLLY 5' HOLLY B Ex 1002 COVERAGE Q4'� 4• ELM �16QOY. COVERAGE i h y JUNIPER 20% JUNIPER JUNIPER 201 OLEANDER (61M 13• LIVE OAK r'' ?t.._..I • 7• HOLLY ✓' S' HOLLY 4' HOLLY 51 HOLLY 4' HOLLY 9' LIVE OAK 1 i LIGUSTRUM i I •. J` ° f ® ® H �9' ELM EDGE ' , F All "t ILEX jr: fr 3' ELM 3' ELM 3' ELM 4' ELM 4• 3' ELM ELM 4' ELM 1001 COVERAGE 80% ILEX ' 202. JUNIPER /ILEX i { r'� i JUNIPER JUNIPER 1002. JUN ER i 50Y. COVERAGE LOOX COVERAGE 100% COVERAGE _._ 1002. JUNIPER 1002. JUNIPER lOOX JUNIPER '1 f I 8' HOLLY 11 a- W . _ _ .. g UP II => :�EE 11 3' ELM - Y5• ELM 4' ELM 6.5.. m 3' ELM � 11 6' HT OLEANDER 801 COVERAGE i I W ____ I 5' ELM 4' ELM 11 d 3 ELM 4 ELM JP 11 ®4 ELM _ _. _....._......__..__. 60'%i, ILEX JUNIPER 100% COVERAGE ( • 3' ELM 160Z ILEX _..,_,. _- .___.;...._... ......__. LIGUSTRUM 40X_JUN-IPER 1N HEDGE 1001 COVERAGE 100% COVERAGE W0 COVERAGE -._ _._..... 't 7 80'/. ILEX 80% ILEX ' 801 ILEX 201/ JUNIPER 202. JUNIPER 3 ELM 20Y. JUNIPER JP _.. - ....._- . ..___. JP Jp LIVE OAK 4 i ' 4 9 LI\ E - _ ___ .....' ._ _..•. i,_ __. _.•., _ .- _....., -, 9 LI OAK E 4' LIVE OAK OLEANDER VE OAK 5 4V6• LIV ' OAK i (80'/. COVERAGE 85% COVERAGE 1002. COVERAGE 90% COVERAGE 100% R 9 LIVE ;100% JUNIPER JUNIPER 100Y JUNIPER E OAK IWI JUNIPER QV LIVE OAK I 10' LIVE OAK 5'/5' LIVE ii' LIVE OAK 6' LIVE OAK 12' L OAK } • EX. SHRUB TYP. • RA iuo% 1100% COVERAGE 10or. cIVERAGE X TREE TYP. 18 ' COVERAGE 9' LIVE OAK 1002. JUNIPER 5• LIVE OAK ' Soo/ JUNIPER _ _ ...._. _. _ _.... _ _ . -_. _. EX. _ 100/. JUNIPER. ...._,._.._.: ....M._._ ....... LN ___ ____._. iooz COVERAGE _ -. ......__(.__.._._......... JP _ 1001 JUNIPER ; .. _.... _. _ .. 1 LIVE OAK LIVE OAK 91 U 6 LIVE OAK e' LIVE OAK 100% COVERAGE UP i 100% JUNIPER 2 '_ � 1 f 9' LIVE OAK UP 1 ILEX t -_ -- ,. VE OAK 8' LIVE OAK z # t ' -- -_ -_ - ...._ .... ..... . ... ......_.._ ... _........._....._._.._..- ._.,_. ,,.... /1/I ' '`` 'i�• it � ly 10' LIVE OAK \y- ■■ 4 i ■ m.... ._, __. 7 LIVE OA 4' LIVE OAK 8• LIVE OAK 90'/. COVERAGE 9 LIVE OAK 100% COVERAGE JUNIPER 100Y JUNIPER 100% JUNIPER ' K 75Y. COVERAGE 90% COVERAGE 100% JUNIPER 100% _._ _ QV PER I 4 � HEDGE _..... ... ,.. -..._. (_ ........... .... ..... .. _.... -... ..... _ {._�...- .._... ..� ,._,. ___ -... .. .._. -.._.. _.. - .�__.,... ... _...... - -.. _.._._ .. _.- ......_ ......._.... ... .. -. __......�.._.. _.... _._ _..- .... ».,. _...�....___ GE, 4 100 % JUNIPER k _ , ® 4r_ � 1 � ® � �f •�� o � � � � i� s � ■sue �i �,� o ��s�� ® o ..., ® ® ® ®i � � ®,� ®� ® ®' ® � ® s•� ® � ® ® ® � �o � a� �o i� � �� • . -� � �� MATCH LINE - SEE SHEET LA3 See sheet LA 4 for proposed plant schedule & City of Clearwater Requirements. See sheet LA 5 for general notes and details. I a� CID L .� N V J �L 0 © c 'E C.4 a C9 M � -(D u- U) to © U N a: � 4-0 0 ti V CL N N '.. a) X r ,= Z m \% 1L , �1 a N 3 CO n Q O .. OD V -ma N CU 0 J co a MEMO 0 0 z ■ U N ° m (n !l_ 0' 0 30 60 90 feet W Z r` ¢ Q n 12 Ci A 5 SCALE. 1" = 30' > SEE DETAIL "A" 1 —STY MAS McMULLEN BOOTH ROAD _(P, F) BLDG #1610 COUNTY ROAD 611 & 593 (P) 710 SQ FT MOL "C H E C; K E R S" REQUIREDi 15' WIDE MIN. BUFFER 1 TREE PER 35' 11870LF/3 - 5 - 25 TREES) PROVIDED, 20 EXISTING TREES -+ 5 PROPOSED TREES= 25 TREES PROVIDED 11.3' FROM BACK OF PARKING TO PROPERTY LINE Ib ( +2,8' OF LANDSCAPING FROM PROPERTY LINE TO BACK OF SIDEWALK, WITHIN ROW) 14.1' OF LANDSCAPE AREA PERCIEVED FRDM ROADWAY ® .............. ALONG PERIMIETER ........... 16' LIVE OAK - 19• LIVE OAK , 12' LIVE OAK -,`14 13' LIVE 20• LIVE OAK-\ 19' LIVE OAK-1 \ ® Z (A m 0) eel O ' mot}+ .w1 F- Z W W ' i•a I C� Q 0 Y= r 0® 0 Z t� z Z M mo Z W M a 0: -- - - -- - - -� m W W a } 0 Z I W W Q �0 J U- cc ..............................� 1' COVERS -- 14' LIVE OAK FE-B-1 6' HOLLY T— ... 6, -OHW ILEX G ¢ JASMINE P /T \ JASMINE MISC. PLANTING 3 LIGUSTRUM ILEX MISC JUNIPER JASMINE JASMINE JASMINE JASMINE a'UDLIX BAYSIDE) '.v. PLANTINGS 1p �'i c 15' LIVE OAK 6' HOLLY 7' HOLLY • i ', c • ' LIGUSTRUM ' < ' t j ILEX EX. TREE TYP. HEDGE (TYP) # s i i i ? m H1 f 1 _ RA ' 6' HILLY . LAN 20 LN 14' LN` i EX. SHRUB TYP, QV 3 1 LN 1 RA 1 7' HOLLY RA 8 16' LIVE OAK �N 2' MULTI-TRUNK LIGUSTRUM • } CRAPE MYRTLE ' 8' HOLLY W JUNIPER HIBISCUS F _.. , s ✓ - ! zo r � , } �,• t rn LIGUSTRUM LIGUSTRUM 5' HOLLY 3-2' CLEAR ILEX N CROTON Y om r ; LIRIIIPE i i TRUNK PYGMY 1N 20' LIVE OAK LIGUSTRUM • • .% LN 6' HOLLY _, I F , I DATE PALMS ' 7 r J • 11' FUXTAIL 100% COVERAGE H 4' HOLLY PALM 602. ILEX v 20% JUNIPER ` f CROTON 20% OLEANDER WHT) W 6' HOLLY I I LIRmPE 13' LIVE OAK _ I r ..._ y LIGUSTRUM W LIRIOPE ' d 4' ELN - -. nC Y I r S' HOLLY 6'HOLL Ir I 1 —STY MAS s. - - - - -- s� W LN Z uRttPE 'f"" . BLDG #1600 T HOLLY 9' M I _. i W 3 IXORA I— 0 INDIAN HAWTHORN 3 390 SQ 5OX COVERAGE f SID FT M OL 6' HAY ;s LL1 LN 3' CRAPE MYRTLE g LN r __ ..._.. _ Z ' "BANK OF :- 0 3 - 30' CLEAR 3 SOD ' AMERICA" — — — — — — �6' HOLLY 3' ELM CY- TRUNK 13' �j WASHEINTONIA 100 /. COVERAGE PALMS 60% ILEX 20% JUNIPER ❑ SOD 0 ❑ ❑ 0 202. OLEANDER WHT) 4 rte' % fit` SOD 4' ELM 6' HOLLY f 15' LIVE OAK 3' MULTI -TRUNK j.___.._.._.A 1 —STY MAS Qv ,WZ, JUNIPER QV OLEANDER CRAPE MYRTLE #1620 5 J N 1 ' J 3 BLDG � 2' CLEAR TRUNK I PYGMY DATE PALM LIGUSTRUM— • 3 - MULTITRUNK QV 5' HOLLY 5' MOTTLE BRUSH ! j 6,105 SQ FT M OL OLEANDER I 3 F 6' ELM t___._ -4 ; 5• HOLLY LIGUSTRUM I 1 COONTIE "TIRES PLUS" ` 5' HOLLY 5' HOLLY B Ex 1002 COVERAGE Q4'� 4• ELM �16QOY. COVERAGE i h y JUNIPER 20% JUNIPER JUNIPER 201 OLEANDER (61M 13• LIVE OAK r'' ?t.._..I • 7• HOLLY ✓' S' HOLLY 4' HOLLY 51 HOLLY 4' HOLLY 9' LIVE OAK 1 i LIGUSTRUM i I •. J` ° f ® ® H �9' ELM EDGE ' , F All "t ILEX jr: fr 3' ELM 3' ELM 3' ELM 4' ELM 4• 3' ELM ELM 4' ELM 1001 COVERAGE 80% ILEX ' 202. JUNIPER /ILEX i { r'� i JUNIPER JUNIPER 1002. JUN ER i 50Y. COVERAGE LOOX COVERAGE 100% COVERAGE _._ 1002. JUNIPER 1002. JUNIPER lOOX JUNIPER '1 f I 8' HOLLY 11 a- W . _ _ .. g UP II => :�EE 11 3' ELM - Y5• ELM 4' ELM 6.5.. m 3' ELM � 11 6' HT OLEANDER 801 COVERAGE i I W ____ I 5' ELM 4' ELM 11 d 3 ELM 4 ELM JP 11 ®4 ELM _ _. _....._......__..__. 60'%i, ILEX JUNIPER 100% COVERAGE ( • 3' ELM 160Z ILEX _..,_,. _- .___.;...._... ......__. LIGUSTRUM 40X_JUN-IPER 1N HEDGE 1001 COVERAGE 100% COVERAGE W0 COVERAGE -._ _._..... 't 7 80'/. ILEX 80% ILEX ' 801 ILEX 201/ JUNIPER 202. JUNIPER 3 ELM 20Y. JUNIPER JP _.. - ....._- . ..___. JP Jp LIVE OAK 4 i ' 4 9 LI\ E - _ ___ .....' ._ _..•. i,_ __. _.•., _ .- _....., -, 9 LI OAK E 4' LIVE OAK OLEANDER VE OAK 5 4V6• LIV ' OAK i (80'/. COVERAGE 85% COVERAGE 1002. COVERAGE 90% COVERAGE 100% R 9 LIVE ;100% JUNIPER JUNIPER 100Y JUNIPER E OAK IWI JUNIPER QV LIVE OAK I 10' LIVE OAK 5'/5' LIVE ii' LIVE OAK 6' LIVE OAK 12' L OAK } • EX. SHRUB TYP. • RA iuo% 1100% COVERAGE 10or. cIVERAGE X TREE TYP. 18 ' COVERAGE 9' LIVE OAK 1002. JUNIPER 5• LIVE OAK ' Soo/ JUNIPER _ _ ...._. _. _ _.... _ _ . -_. _. EX. _ 100/. JUNIPER. ...._,._.._.: ....M._._ ....... LN ___ ____._. iooz COVERAGE _ -. ......__(.__.._._......... JP _ 1001 JUNIPER ; .. _.... _. _ .. 1 LIVE OAK LIVE OAK 91 U 6 LIVE OAK e' LIVE OAK 100% COVERAGE UP i 100% JUNIPER 2 '_ � 1 f 9' LIVE OAK UP 1 ILEX t -_ -- ,. VE OAK 8' LIVE OAK z # t ' -- -_ -_ - ...._ .... ..... . ... ......_.._ ... _........._....._._.._..- ._.,_. ,,.... /1/I ' '`` 'i�• it � ly 10' LIVE OAK \y- ■■ 4 i ■ m.... ._, __. 7 LIVE OA 4' LIVE OAK 8• LIVE OAK 90'/. COVERAGE 9 LIVE OAK 100% COVERAGE JUNIPER 100Y JUNIPER 100% JUNIPER ' K 75Y. COVERAGE 90% COVERAGE 100% JUNIPER 100% _._ _ QV PER I 4 � HEDGE _..... ... ,.. -..._. (_ ........... .... ..... .. _.... -... ..... _ {._�...- .._... ..� ,._,. ___ -... .. .._. -.._.. _.. - .�__.,... ... _...... - -.. _.._._ .. _.- ......_ ......._.... ... .. -. __......�.._.. _.... _._ _..- .... ».,. _...�....___ GE, 4 100 % JUNIPER k _ , ® 4r_ � 1 � ® � �f •�� o � � � � i� s � ■sue �i �,� o ��s�� ® o ..., ® ® ® ®i � � ®,� ®� ® ®' ® � ® s•� ® � ® ® ® � �o � a� �o i� � �� • . -� � �� MATCH LINE - SEE SHEET LA3 See sheet LA 4 for proposed plant schedule & City of Clearwater Requirements. See sheet LA 5 for general notes and details. I a� CID L .� N V J �L 0 © c 'E C.4 a C9 M � -(D u- U) to © U N a: � 4-0 0 ti V CL N N '.. a) X r ,= Z m \% 1L , �1 a N 3 CO n Q O .. OD V -ma N CU 0 J co a MEMO 0 0 L T ■ U N ° Z !l_ 0' d) CO J CD 00 N M (0 W Q J 3: W R 0 a W o J CC G LL `t J CL Z 0 N 00 C6 coo 0 J W °o 0 , CO > 0 m ,. W W z 0 o Q� A L T rW V !l_ d) 00 N Q ®// W Q J 3: W R 0 a v � J 8 Q� � m �Q Q)I E E u� u � a ©aaaa� LANDSCAPE PLAN i "w" • • • • • ; , Project No. r 07025X ` �a .• ri r- ate ' 11/02/07 �ECit.100d .� : ; •, 1 sheet LA11ISA S�ERT ST , A;, r rW V 00 N Q ®// W Q J 3: W R 0 a v � J �— U n 0 LANDSCAPE PLAN i "w" • • • • • ; , Project No. r 07025X ` �a .• ri r- ate ' 11/02/07 �ECit.100d .� : ; •, 1 sheet LA11ISA S�ERT ST , A;, r Proposed Plant Schedule TREES BOTANICAL COMMON LN Logerstroemia indica 'Natchez' Natchez' Crape Myrtle QV Quercus virginiana Southern Live Oak UP Ulmus parvifolia Chinese Elm WB Wodyetia bifurcata Foxtail Palm SHRUBS ,BOTANICAL HI Hibiscus roso– sinensis IS Ilex vomitoria Schellings Dwarf JP Juniperus chinensis 'Parsonii LJ Ligustrum japonicum PF Photinia froseri RA Rhaphiolepis indica 'Alba' GROUND COVERS BOTANICAL DV Dietes vegeta TA Trachelospermum asiaticum v 00 0 r` 0 0 N U N I 3 V LI O I X LO N O 0 0 v N v n- rn 0 T m x L0 N U a> 0 L I r, 0 / Q, COMMON Hibiscus Schellings Youpon Holly Parsoni Juniper u� C� 03 ..n 0 Japanese Privet W LL :3 6�6 Photinia J M Dwf. Indian Hawthorn U) i W COMMON O African Iris W W U) Owf. Confed. Jasmine W ILL H o Z J N 0 V Z Q F- i= Q —J W oCK.= M U 11.0' FROM BACK OF PARKING TO PROPERTY LINE < +3.5' OF LANDSCAPING FROM PROPERTY LINE TO BACK OF SIDEWALK, WITHIN ROW) 14.5' OF LANDSCAPE AREA PERCIEVED FROM ROADWAY ALONG PERIMIETER EX. SHRUB TYP, EX. TREE TYP. 3 �13 0 �o J i CLEAR SIGHT GENERAL REQUIREMENTS: VERIFY AND MAINTAIN CLEAR SIGHT VISIBILITY AT INTERSECTING DRIVE AISLES,/ROADWAYS, PER CITY OF CLEARWATER COMMUNITY DEVELOPMENT CODE. LANDSCAPING SHALL BE MAINTAINED AT A MAXIMUM HEIGHT OF 3077 FOR SHRUBS AND GROUND COVERS AND TREES SHALL PROVIDE 8' HEIGHT OF CLEAR SIGHT FROM GRADE TO THEIR LOWER CANOPY. REQUIREDi 5' WIDE MIN. BUFFER PROVIDEDi 5' WIDE MIN. BUFFER 1 TREE PER 35' (805LF/35 =23 TREES) PROVIDEDs 14 EXISTING TREES + 9 PROPOSED TREES= 23 TREES PROVIDED I l n (-) I A -1'-Ir17- n VIV1 L-MI I LV MATCH LINE - SEE SHEET LA4 M:.S e8fE3 <�.Y Cam NG5;7 t DETAIL "A" m (n h- W Z 0_ Q go W I" co J 0 M C >- W 0 Z ¢OYxiz- O U a2� u_ z CO W ? (7 o O Z (0 Mao m W � o- Z W Q 0 LL 0 30 60 90 feet SCALE: 1" = 30' A See sheet LA 4 for proposed plant schedule & City of Clearwater Requirements. See sheet LA 5 for general notes and details. 0 AA PA P . 18.4 CMIFIF_u' AfWJaM9,T, ' l N I O O N U V J �L O ..Q L 0 C •� N p u1 C7 M 0' 0- M ;a N o C a co) I,- 0 cmi N 00 co U (L T 1 °' m r z ,� u_ > Co 0° 00 E N CC-) C7 ti hi —1 m IL • U W u� C� 03 ..n 0 M `r 0) LL :3 6�6 i CLEAR SIGHT GENERAL REQUIREMENTS: VERIFY AND MAINTAIN CLEAR SIGHT VISIBILITY AT INTERSECTING DRIVE AISLES,/ROADWAYS, PER CITY OF CLEARWATER COMMUNITY DEVELOPMENT CODE. LANDSCAPING SHALL BE MAINTAINED AT A MAXIMUM HEIGHT OF 3077 FOR SHRUBS AND GROUND COVERS AND TREES SHALL PROVIDE 8' HEIGHT OF CLEAR SIGHT FROM GRADE TO THEIR LOWER CANOPY. REQUIREDi 5' WIDE MIN. BUFFER PROVIDEDi 5' WIDE MIN. BUFFER 1 TREE PER 35' (805LF/35 =23 TREES) PROVIDEDs 14 EXISTING TREES + 9 PROPOSED TREES= 23 TREES PROVIDED I l n (-) I A -1'-Ir17- n VIV1 L-MI I LV MATCH LINE - SEE SHEET LA4 M:.S e8fE3 <�.Y Cam NG5;7 t DETAIL "A" m (n h- W Z 0_ Q go W I" co J 0 M C >- W 0 Z ¢OYxiz- O U a2� u_ z CO W ? (7 o O Z (0 Mao m W � o- Z W Q 0 LL 0 30 60 90 feet SCALE: 1" = 30' A See sheet LA 4 for proposed plant schedule & City of Clearwater Requirements. See sheet LA 5 for general notes and details. 0 AA PA P . 18.4 CMIFIF_u' AfWJaM9,T, ' l N I O O N U V J �L O ..Q L 0 C •� N p u1 C7 M 0' 0- M ;a N o C a co) I,- 0 cmi N 00 co U (L T 1 °' m r z ,� u_ > Co 0° 00 E N CC-) C7 ti hi —1 m IL • Q) N Q N ..+ Q) E 0 U a ®aaaa AC U N Z -- M `r 0) LL :3 d 61 N ^O J M CD 10 i Z F- o O W Q W 0 LL W ILL H o Z 20 N 0 O Z Q c i= 0 —J W oCK.= M U co <� ` O CD $- W 0 o a a a IL Q) N Q N ..+ Q) E 0 U a ®aaaa AC rW V r 4 L LL :3 d 61 N ^O tq i U 10 � N < O Q) N Q N ..+ Q) E 0 U a ®aaaa AC LANDSCAPE' PLAN Project No. 07025X Pate 11/02/07 sheet LA2 rW V 4 F— Q � N < W Q O Q W ILL nQM i= 0 LANDSCAPE' PLAN Project No. 07025X Pate 11/02/07 sheet LA2 ■ I IW LIVE OAK I a- IV HOLLY 1007.1 COVERAGE — REX 5' HOLLY 5- HOLLY— I 8W/ COVERAGE 100x JUNIPER 14' LIVE OAK 91 LIVE OAK --r I 16' LIVE OAK WA VERAGE CO1007 JUNIPER 6.4' FROM BACK OF PARKING TO PROPERTY LINE 04.0' OF LANDSCAPING FROM PROPERTY LINE TO BACK OF SIDEWALK, WITHIN ROW) 16• LIVE OAK 10.4' OF LANDSCAPE AREA PERCIEVED FROM ROADWAY ALONG PERIMIETER a• LIVE MW 14' LIVE OHW- MATCH LINE - SEE SHEET LA1 7- LIVE OAK t LIVE OAK too 10' LIVE OAR t sox. 10' LIVE OAK --------- .... .. AGE LN UP cc COVERAGE COVERAGE------- JUNIPER.. SOX C13 R --- -- -- JUNIPER 1 . �L 3 It' LIVE OAK IWA JUNIPER 1-�95Z cave COVERAGE ST/ COVERAGE 95% COVERAGE-- oy �m Iff COV ELM 6- ELM ......... JUNIPER 100% JUNIPER fcoox JUNIPER 100Z JUNIPER 61 U-M 12' LIVE S' LIVE OAK 9' LIVE OAK W LIVE OAK JP • I 607. .. ....... 10 91 LIVE OAK(<!! 1) LIVE OAK( 9. LIVE am 9' LIVE OAK OLEANDER 61 Mr. COVERAGE 100X JUNIPER &�M�LLTrTRUNK LANTANA CRAPE MYRTLE 2' CLEAR TRUNK PYGMY DATE PALM 13 1007 COVERAGE EX SHRUB TYP. SOX SHRUD W.EX GROUND COVER EX. TREE TYP. 2' CLEAR TRUNK PYGMY DATE PALM 4' F13XTAIL PALM - T 2' CLEAR TRUNK PYGMY DATE PALM QV W fx IOV. MISC 3 26 F� I'Vil 5' 2' CLEAR TRUNK PYGMY DATE PALM < 100A C13V 80% SMERB AGE IWX COVERAGE' 7' ELM 50 A ILEX JUNIPER Q507 GROUND COVER 50% MIST- LN => 9 ELM 5' 2' CLEAR �icmy! TRUNK PYGMY LN 7' ELM 100Z COVERAGE LN -M ILEX II DATE PALM L'i '5: 50Z MISC. w — 5' 2' CLEAR 2 90% COVERAGE 0- 1 6' FOXTAIL ----) TRUNK PYGMY 50% ILEX V) /WB\ PALM co DATE PALM 5' ELM O*A COVER -,5(r/ KIM 16' LIVE OAK -iffA -COVkjERE 507 ILEX sox HISC, 50% IL EA cmy Hn II LIJ 5' 2 CLEAR — — — — — — — — — — — — — — — — — 7• FEIXTAIL i I LLJ TRUNK PYGMY PALM WB RATE PALM 5. ELM 2 W.1 COVERAGE • ,4• ,FOXTAIL MAII-- PA1 -T 9' FOXTAIL Z 7' FPALM WB PALM-T 6' ELM OLEANDER 90% COVERAGE 2 TRUNK PYGMY WB S' 2' CLEAR ...... ------- 7* FO A 2 DATE PALM ----- — PALM f; r ............ 90x LL if LLJ C/) 7' F13XTAIL PALM ND ME 11h I I ok 51 HOLLY 0 OR w ROCK O i f `, e' RaCK / 0 FW s ,, £! D, Z El RED TIP PHOTINIA P" — — —r— — — — — — 10% COVERAGE� 50% ILEX 5= JUNIPER Proposed Plant Schedule LN Lagerstroemia indica 'Natchez' Ito -Zz- QV Quercus virginiona Southern Live Oak UP Ulmus parvifolic Chinese Elm WB Wadyetia bifurcate Foxtall Palm SHRUBS HI BOTANICAL Hibiscus rosa—sinensis COMMON Hibiscus IS Ilex vomitoria Schellings Dwarf Schellings Yaupon Holly JP Juniperus chinensis 'Parsonii' INDIAN U Ligustrum japonicum HAWTH ORN 7 Photinia froseri MXWOOD RA Rhaphiolepis indica 'Alba' Dwf. Indian Hawthorn GROUND COVERS BOTANICAL Dietes vegeta • 10% DV TA HEX isc Dwf. Confed. Jasmine 0 IOV. MISC 3 26 F� I'Vil 5' 2' CLEAR TRUNK PYGMY DATE PALM < 100A C13V 80% SMERB AGE IWX COVERAGE' 7' ELM 50 A ILEX JUNIPER Q507 GROUND COVER 50% MIST- LN => 9 ELM 5' 2' CLEAR �icmy! TRUNK PYGMY LN 7' ELM 100Z COVERAGE LN -M ILEX II DATE PALM L'i '5: 50Z MISC. w — 5' 2' CLEAR 2 90% COVERAGE 0- 1 6' FOXTAIL ----) TRUNK PYGMY 50% ILEX V) /WB\ PALM co DATE PALM 5' ELM O*A COVER -,5(r/ KIM 16' LIVE OAK -iffA -COVkjERE 507 ILEX sox HISC, 50% IL EA cmy Hn II LIJ 5' 2 CLEAR — — — — — — — — — — — — — — — — — 7• FEIXTAIL i I LLJ TRUNK PYGMY PALM WB RATE PALM 5. ELM 2 W.1 COVERAGE • ,4• ,FOXTAIL MAII-- PA1 -T 9' FOXTAIL Z 7' FPALM WB PALM-T 6' ELM OLEANDER 90% COVERAGE 2 TRUNK PYGMY WB S' 2' CLEAR ...... ------- 7* FO A 2 DATE PALM ----- — PALM f; r ............ 90x LL if LLJ C/) 7' F13XTAIL PALM ND ME 11h I I ok 51 HOLLY 0 OR w ROCK O i f `, e' RaCK / 0 FW s ,, £! D, Z El RED TIP PHOTINIA P" — — —r— — — — — — 10% COVERAGE� 50% ILEX 5= JUNIPER Proposed Plant Schedule LN Lagerstroemia indica 'Natchez' Natchez' Crape Myrtle QV Quercus virginiona Southern Live Oak UP Ulmus parvifolic Chinese Elm WB Wadyetia bifurcate Foxtall Palm SHRUBS HI BOTANICAL Hibiscus rosa—sinensis COMMON Hibiscus IS Ilex vomitoria Schellings Dwarf Schellings Yaupon Holly JP Juniperus chinensis 'Parsonii' Parsoni Juniper U Ligustrum japonicum Japanese Privet PF Photinia froseri Photinia RA Rhaphiolepis indica 'Alba' Dwf. Indian Hawthorn GROUND COVERS BOTANICAL Dietes vegeta COMMON African Iris DV TA Trachelospermurn asiaticum Dwf. Confed. Jasmine ❑ ROCK IZW I " RE J". r,v 4ZW01 ID TVD AREA IS A JOINT USE BETWEEN THE APARTMENTS AND SHOPPING CENTER CLEAR SIGHT GENERAL REQUIREMENTS: VERIFY AND MAINTAIN CLEAR SIGHT VISIBILITY AT INTERSECTING DRIVE AISLES /ROADWAYS, PER CITY OF eN CLEARWATER COMMUNITY DEVELOPMENT CODE. LANDSCAPING SHALL BE MAINTAINED AT A MAXIMUM HEIGHT OF 301f FOR SHRUBS AND GROUND COVERS AND TREES SHALL PROVIDE 8' HEIGHT OF CLEAR SIGHT FROM, GRADE TO THEIR LOWER CANOPY. 9V. COVERAGE ROCK D COVERAGE 12, LIVE OAK 'X ER 6/•• LIVE V _,... , _• _.Y , . �. �`s -._ .., . _ ._._... _-___ JOAK 91 LIVE OAK----'N iC JUNIPER MULTITRUNK APE MYRTLE 601A COVERAGE '0 100., JUNIPER EV LIVE OAK =4 60' /. COVERAGE 'ICV. JUNIPER /WB\ f' 1Y. r 'r!_` I BAYRIDGE APARTMENTS MULTIPLE MAS & WOOD BLDGS #3021 rF'JNX MYRTLE 5' 2' CLEAR TRUNK PYGMY DATE PALM ` 'r f 90% Yf x, ROOK o ROCK ROCK a OWNER: BAYRIDGE INVESTMENT PARTNERS, LLC ORB 15661, PG 1144 III III oll n U) II 0 C14 V- C:) F- Z V- ce) all >- M C6 ul— At Uj Z 0 Z < < LLJ Owe W r CC) Co > Ci Lo 0 CL (Z) M- Zj U- C) Itt 0 CD Z CO 0 W Lu X CIL 0 04 04 6 C,4 (.5 C14 0 0 LL < I-- — 7P U) Lu 0 U 0 c:, 01 Z CD 'ice W Cl) a M 0 U) 3: 3: a- ce) (_) 0 U-) < m W W Z W co W 0 /WB\ f' 1Y. r 'r!_` I BAYRIDGE APARTMENTS MULTIPLE MAS & WOOD BLDGS #3021 rF'JNX MYRTLE 5' 2' CLEAR TRUNK PYGMY DATE PALM ` 'r f 90% Yf x, ROOK o ROCK ROCK a OWNER: BAYRIDGE INVESTMENT PARTNERS, LLC ORB 15661, PG 1144 III III oll n U) II W W r 0) W W U) L� Z 0 30 60 90 feet SCALE. I"= 30' See sheet LA 4 for proposed plant schedule , :, & City of Clearwater Requirements. 01 IL � r See sheet LA 5 for general notes and details. 0 C14 V- C:) F- Z V- ce) all >- M C6 ul— At Uj Z 0 Z < < LLJ 0 W r CC) Co > Ci Lo 0 CL (Z) M- Zj U- C) Itt 0 CD Z CO 0 W Lu X CIL 0 04 04 6 C,4 (.5 C14 0 0 LL < I-- — 7P U) Lu 0 U 0 c:, 01 Z CD 'ice W Cl) a M 0 U) 3: 3: a- ce) (_) 0 U-) < m W W Z W co W 0 0 iL (L 0 U-j - W W r 0) W W U) L� Z 0 30 60 90 feet SCALE. I"= 30' See sheet LA 4 for proposed plant schedule , :, & City of Clearwater Requirements. 01 IL � r See sheet LA 5 for general notes and details. r- C4 CV W C14 V- C:) F- Z V- ce) U') 4 0) 0) C14 c1r) CD LO < 0 Z °C3 LLJ < W cr- 0 CL 00 Ll- Zj U- C) Itt 0 CD CIL 0 04 04 6 n C14 0 P < W 0) 0 U c) W C-4 < CD 'ice W > ce) (_) 0 U-) W co LLI Z 0 0 iL (L C" 0 I.C. 0 a CU t W CV) cif 0 LL >Z Lf) 0 4D f - .9-- 9 cm ,tea, 0 0- C14 (L) x Z (a u- > IN b C:L 0 1 . as M 00 CJ 6 CU 0 cc) 0 r- C4 CV W C14 V- C:) F- Z V- ce) U') 4 0) 0) F c1r) CD LO < 0 Z < F- 0 LLJ < W cr- 0 CL 00 Ll- Zj U- C) Itt CIL 0 04 04 6 n 0 0 P < W 0) 0 _j c) W C-4 < CD • W > ce) (_) 0 U-) W co LLI Z 0 0 iL (L r- C4 CV W (j 0 W < N < LLJ < �: � E 0 J CL < W Ll- ,so ,a n n r- C4 CV W W < N < LLJ < �: � E 0 J CL < W Ll- W V a: LANDSCAPE PLAN Protect No. 07025X 11/02/07 1%mrst, LA3 a r r) 0 0 r- 0 0 N U N O i 0 i ') N O N 3 D 0 0 i a N 6 M 0 X L0 N U 0 a_ i i 04 17, MATCH LINE - SEE SHEET LA2 ,r r � - ^/11 ITU /1 A Its^ ., 1_-A ^lJ1/1A 1 ^111 I A )I_ i,�i Ill 1 i,Vv vl /7_yl / 1 —STY MAS BLDG #'S 1500 -1620 / 164,995 SQ FT MOL "MULTIPLE BUSINESSES" I r W ROCK 4 W r L Ff /r" J'rF /10 rf f•: ' R = ROCK W K QV Q 1 I (QTY. BOTANICAL A- w 100% COVERAGE / ZFRUB LN 57 r-A ^IJI/1A I 70'/. ILEX /OLEANDER / - - TYP. / ��. ►�. 1 d, 1 li 1 I \7.i ...1 I Quercus virginiana EX, TREE TYP. / - _... -.. f 5' F' CLEAR 17 Ulmus parvifolia Chinese Elm TRUNK PYGMY / a) W (' 00 Z WB 5• p_p DATE PALM Foxtail Palm 30 gal SHRUBS QTY BOTANICAL I= COVERAGE Q 70/ ILEX /OLEANDER / Hibiscus rosa - sinensis Hibiscus S 24"x 24" IS 27 Ilex vomitoria Schellings Dwarf Schellings Yaupon Holly 3 gal., UP JP 54 Juniperus chinensis `Parsonii` UP 3 gal., 14 "x14" Li 13 Ligustrum japonicum / - 100X COVERAGE PF 26 Photinia frased i. 70X ILEX/OLEANDER / 24 "x 24" e 5' 2' CLEAR / Dwf. Indian Hawthorn 3 gal., TRUNK P DATE PALM Y / (QTY BOTANICAL COMMON CONT DV 9' FOXTAIL ,J. African Iris PALM -T / r 75 F Dwf. Confed. Jasmine 12 "08 ", 1 gal.@ 18" oc 5' ELM 4 ELM I > MATCH LINE - SEE SHEET LA2 ,r r � - ^/11 ITU /1 A Its^ ., 1_-A ^lJ1/1A 1 ^111 I A )I_ i,�i Ill 1 i,Vv vl /7_yl / 1 —STY MAS BLDG #'S 1500 -1620 / 164,995 SQ FT MOL "MULTIPLE BUSINESSES" I r W ROCK 4 W r L Ff /r" J'rF /10 rf f•: ' R = ROCK W K QV Q 1 I (QTY. BOTANICAL A- CONT i\ A 14e LN 57 r-A ^IJI/1A I 'C", 1 A ^�r - Z >- >' o0 LL W ��. ►�. 1 d, 1 li 1 I \7.i ...1 I AREA IS A JOINT USE BETWEEN THE APARTMENTS AND SHOPPING CENTER PLANT SCHEDULE F1 ' O TREES (QTY. BOTANICAL COMMON CONT lJ a; 1M LN 57 Lagerstroemia indica `Natchez` Natchez` Crape Myrtle - Z >- >' o0 LL W QV 29 Quercus virginiana Southern Live Oak - .. UP 17 Ulmus parvifolia Chinese Elm - a) W (' 00 Z WB 30 Wodyetia bifurcata Foxtail Palm 30 gal SHRUBS QTY BOTANICAL COMMON CONT Q HI 20 Hibiscus rosa - sinensis Hibiscus 3 gal., 24"x 24" IS 27 Ilex vomitoria Schellings Dwarf Schellings Yaupon Holly 3 gal., 14 "x14" JP 54 Juniperus chinensis `Parsonii` Parsoni Juniper 3 gal., 14 "x14" Li 13 Ligustrum japonicum Japanese Privet - LJJ O PF 26 Photinia frased Photinia 3 gal., 24 "x 24" RA 148 Rhaphiolepis indica `Alba` Dwf. Indian Hawthorn 3 gal., 14 "04" GROUND COVERS (QTY BOTANICAL COMMON CONT DV 177 Dietes vegeta African Iris 12 "x18 ", 1 gal.@ 20" oc TA 75 Trachelospermum asiaticum Dwf. Confed. Jasmine 12 "08 ", 1 gal.@ 18" oc NOT TO SCALE 1 —STY MAS BLDG #1610 Q IVEft E CAL SIZE REMARKS 2 "Cal 8` - 10` Ht. Drought Tolerant 3 "Cal 10` -12` Ht., 5` -6` Sp. Native, Drought Tolerant 2.5 "Cal 10` - 12` Ht. ' REMARKS Native, Drought Tolerant Drought Tolerant Drought Tolerant REMARKS Drought Tolerant Drought Tolerant REQUIRED. 5' WIDE MIN. BUFFER PROVIDED 5' WIDE MIN. BUFFER 1 TREE PER' 35' (805LF/35 = 23 TREES) PROVIDED 14 EXISTING TREES + 9 PROPOSED TREES= 23 TREES PROVIDED U Z >- C= o I-- <Q City of Clearwater Landscape Requirements M °' U COOD � o M N Perimeter Buffers lJ a; 1M a Z = >ii� (0 m p , `M o "' Z >- >' o0 LL W Perimeter buffer requirements are shown on the plans in the perimeter buffer areas. co J 0 Requirements and proposed conditions are listed with tree requirements. .. O Z W 0 n v LL Z a) W (' 00 Z Interior Landscaping Requirements U) M a Q m 0 W Z Required: 10% of gross of the Vehicular Use Area (VUA) LL w Q J C Z N VUA Area - 436,124.9 S.F. 0 o W VUA Landscape Area - 436,124.9 x 10% = 43,612.5 S.F. o° 0 N U L ii U. J Provided: VUA Landscape Area - 43 615 S F 14 n01-N cO O m LL Required: 1 tree per 150 S.F. of internal VUA Landscape Area - 43,612.5/150 = 291 Provided: There are approximately 129 existin trees provided within the internal parking area. Approxim tely 105 ad tional trees will be provided. Required shade tree = 10' height, 2.5" caliper Required accent tree = 8' ht., 2" caliper Required palms= 10' clear trunk Required: Shrubs required for 50% of the VUA landscape area with the remaining 50% in groundcovers. Provided: The existing islands provide the required shrubs and groundcovers. Additional shrubs & groundcovers, as shown on the plans, will be provided to replace missing plant material in the internal islands. Foundation Landscape Areas Required: Provide foundation planting areas for the building fagade with frontage along a street ROW. Foundation planting areas are to be 5' wide min. Foundation areas to contain 2 accent trees or 3 palms and shrubs /groundcovers. Provided: Foundation areas are provided along the fagade as shown on the plans. Foundation areas contain 3 palms and shrubs /groundcovers. CLEAR SIGHT GENERAL REQUIREMENTS: VERIFY AND MAINTAIN CLEAR SIGHT VISIBILITY AT INTERSECTING DRIVE AISLES /ROADWAYS, PER CITY OF CLEARWATER COMMUNITY DEVELOPMENT CODE. LANDSCAPING SHALL BE MAINTAINED AT A MAXIMUM HEIGHT OF 301$ FOR SHRUBS AND GROUND COVERS AND TREES SHALL PROVIDE 8' HEIGHT OF CLEAR SIGHT FROM GRADE TO THEIR LOWER CANOPY. TYPICAL CLEAR SIGHT REQUIREMENTS NTS 0 30 60 90 feet SCALE. 1" 30' RANCE ;ANOPY \a ^+ �-4 PAMI I� � O L O � C, 13 N V r 0 o to M a a� � o � LL O t N U i 0= � -� o oro V a. ti Z -L �y B 0 A' � iU N W '0 o U c ti ca r� rOi1 0 '?3 r-- (9 .- c Fil J cp ii 0 0 e EJ Ci (V a E 0 U � U � ©�aaa WC U N Z 4 U- Q 0 izz N ^O co J 0 mN .. Cq M co W 0 n v Z f-no 0 Q W W Q J �-. LL qp J C Z N 0 o Z O °° o° W N U L ii U. \ cO O m $ W LJJ O A CL (L e EJ Ci (V a E 0 U � U � ©�aaa WC CW V U- Q 0 izz N ^O 1(1 N U mN Qo W 0 Q J O 0 e EJ Ci (V a E 0 U � U � ©�aaa WC LANDSCAPE PLAN Project No. 07025X Date 11/02/07 sheet LA4 CW V ii mN Qo W 0 Q J O Q W LL C/� J �-. U n Q 0 0 LANDSCAPE PLAN Project No. 07025X Date 11/02/07 sheet LA4 LANDSCAPE GENERAL NOTES 1. Permits required by any authority or governing jurisdiction, for any installation or construction work described in the contract documents, shall be obtained by the Contractor. Any applicable fees or financial requirements are to be paid by the Contractor for such permits, unless stipulated specifically in writing by the Owner. 2. The Contractor shall comply with all codes, safety requirements, and environmental regulations, of federal, state, local and other regulatory agencies that have jurisdiction over the project, without additional cost to the owner. This includes any eafesty standards of the Occupational Safety and Health Act and amendments. The Owner and Owner's Representative shall be held harmless from any accident, Injury or any other incident resulting from compliance or non - compliance with these standards. 3. The work included to this Section include the furnishing of all materials, equipment and labor necessary and Incidental to the installation and preparation of planting areas, soil treatment, plants, grassing protection of existing and proposed plants, hauling and spreading of topsoil, finish grading, removal and / or transplanting of existing plants as indicated, warranty, replacement of plants and / or materials, and related items as required to complete the work as indicated on the plane and fulfilling all warranty provisions, as specified herein. 4. The work shall also include the maintenance of all landscape plants and materials, planting areas, and sod / seeded areas until the Final Acceptance by the Owner's Representative. This time period of required maintenance may be extended through the full warranty period, as specified in the contract agreement, until Final Project Acceptance. S. During construction, protect all existing trees, shrubs,, and other speacified vegetation, site features and improvements, structures, installed elements and utilities specified herein and / or on submitted plans. Removal or destruction of tuns described above Is prohibited unless specifically authorized by the Owner. 6. The plant list as shown on the plans is for the Contractor's information only and no guarantee is expressed or implied that quantities shown therein are correct or that the [let is complete. The Contractor shall verify that all plant material shown on the drawings are included in the Contractor's bid. 1. Substitutions of plant materials will not be permitted unless authorized in writing by the Owner's Representative. Proof is to be submitted In writtng from 5 different regional sources that a plant specified is not obtainable. Consideration will be given to the nearest available size or similar variety with a corresponding adjustment of the contract price. 8. The Contractor shall review and verify the proposed and existing site elements, Including but not limited to, storm drainage, water, sewer, phone, cable and electrical utilities, paving, site grading, buildings, walks, harder-ape, and vegetation to preclude any misunderstanding and ensure a trout-As free installation. S. Stated dimensions ehail govern over scaled dimensions on the plans. 10. Plante shall be subject to inspection for conformity to specification requirements and approval by the Owner's Representative at their place of growth, or upon delivery to the site, as determined by the Owner's Representative. Such approval shall not preclude the right of inspection and rejection during any phase of the work Rejected plant materials shall be immediately removed from the project site and replaced with approved plant materials within seven (1) days or as approved by the Owner's Representative. i1. All plants may be selected and tagged by the Owner's Representative at their place of growth. For distance material, photographs may be submitted for pre - inspection review and approval by the Owner's Representative. Pictures shall be clear and contain the full image of the plant material to be reviewed and have a clear indication of size in foot increments for trees and palms and inches for shrubs and groundcovers. The photograph will become the representative sample for that plant type (species and size). 12. Submit certificates of inspection, as required by govewrrinental authorities, and manufacturers or vendors certified analysis for soil amendments, herbicides, insecticides and fertilizer materials and any additional data that indicates that the materials compiy with specified rerquirements. 13. The Contractor shall conduct a minimum of three (3) soil tests at locations as shown on the plans or determined by the Owner's Representative. The Contractor shall test each location for soil composition (type, strata, PH, soluble salts, and organic content) and sub - surface drainage conditions (percolation rate), as a minimum. Soil testing shall be conducted by an approved soil- testing laboratory. The Contractor shall provide the Owner's Representative with the results of the soil analyses prior to any installations throughout the project. If soil conditions are insufficient for proper plant growth, the Contractor is required to supply recommendations for improving the condition of the soil of each area, to the Owner's Representative for approval. The Contractor shall, at the discretion of the Owner's Representative, proceed with the recommendations for improving the soil conditions. 14. Trees designated as Bali and Burlap (1345) shall be properly dug with firm natural balls of soil retaining as many fibrous roots as possible is sizes and shapes as specified in the most recent edition of the American Standard for Nursery Stock Balls shall be firmly wrapped with nonsynthetic, rottable burlap and secured with heavy nonsynthetic, rottable twine. Root collar shall be apparent at the surface of the rootball. No trees with loose, broken, or manufactured rootballs will be planted, except with written approval of the Owner's Representative, prior to planting. 15. Sabah Palms shall have all frond removed prior to planting, leaving a minimum of twelve (12) inches of new frond growth above the bud. Boots shall be removed from the trunk of cabal palms unless otherwise specified by the Owner's Representative. Remove only a minimum number of fronds on other palm species to facilitate the handling of the palm material. Do not damage the buds of any palms and take necessary care to protect the bud during digging, handling, transportation and installation. 16. During transportation of plant material, the Contractor shall exercise care to prewvent injury and drying out of the trees. Should the roots be dried out, large branches broken, rootball damage, or areas of torn bark. the Owner's Representative may reject the injured plant material and require replacement of the rejected material at no additional cost to the Owner. 11 Plant material that is stored improperly shall receive a special review of acceptance or rejection, established on a case by case basis. 18. The Contractor shall protect existing pavement, buildings, walks, curbing, walls, harder-ape elements, utilities and planting materials (trees, shrubs, ground covers, etc.) which are not designated for removal on the plans from damage. 19. The Contractor shall request the proper utility company to stake the exact location of all underground lines including but not limited to electric, gas, cable and /or telephone service prior to layout and excavating of any planting area. The Contractor shall contact Sunshine State One -Call of Florida, inc. (SSOCOF) at I- 800- 432 -4110. Per SSOCOF, the calls shall be made a minimum of two days and a maximum of five daye before begiming construction operations. 20. Not all utilities are members of the Sunshine State One -Call system and direct contact shall be taken as necessary. 21. The Contractor shall be responsible for the preservation and protection of all site conditions to remain from damage due to this work In the event damage does occur, all damage shall be completely repaired to its original condition. All the costs of such work shall be charged to and paid by the Contractor. 22. The Contractor shall thoroughly examine the project site, including sub - surface soil conditions, existing and proposed elevations and general conditions under which the work is to be preformed. The Contractor shall notify in writing of any conflicts or unsatisfactory conditions discovered, prior to beginning work if the Contractor begins work before the unsatisfactory condition have been resolved, this will indicate that the Contractor has accepted the existing conditions and is responsible to complete the work at no additional cost to the Owner. 23. The Contractor shall be responsible for all unauthorized cutting or damage to existing trees not marked for removal on the plans. Such damage may be caused by operation of equipment, stockpiling of materials, careless labor, etc. This shall include compaction by driving or parking inside the drip -line of trees or the spillage of oil, gasoline, or other deleterious materials within the drip -line of trees. 24. The Contractor shall have a clear understanding and identify each existing tree, eh %b and / or palm that is designated to remain or to be removed. 25. The Contractor shall maintain tree barricades at all times during the construction activities on the project for all existing trees, palms and other plant material within and adjacent to the limits of construction that are specified to remain. The Contractor shall refer to the tree protection detail and notes provided within the Landscape Plans. 26. The Contractor shall provide an International Society of Arboriculture (i.SA.) Certified Arborist with a minimum of five (5) years experience with similar projects, to direct appropriate pruning (roots, branches) and /or other treatment necessary to ensure the health, vlability and attractiveness of trees and palms to remain. The Contractor shall be responsible for implementation of the Certified Arborist's instructions. 21. Uncover specified work when directed by the Owner's Representative without compensation. Should the material, workmanship, or method of installation not meet the standards specified herein, the Contractor shall replace the work at hie own expense. 28. Rejected worts shall be removed and corrected within seventy -two (12) hours upon notification of rejection by the Owner's Representative. 29. Plants shall be true to species, variety and size as specified on the plans and nursery grown in accordance with good horticultural practices under climatic conditions similar to those in the locality of the project. 30. All plant material shall comply with all required insppections, grading standards and plant regulations, as set forth by the Florida Department of Agriculture and Consumer Services Division of Plant Induatry, Urades and Standards for Nursery Plants, latest edition. All plant material shall also conform to ANSI Standards for Nursery Stock (ANSI 260.1- 1990). 31. Plant materials not specifically covered in "Florida's Grade and Standarde for Nursery Plants" shall conform to a minimum grade of Florida No. i as to: health and vitality, condition of foliage, root system, freedom from pests or mechanical damages heavily brandied and densely foliated according to the accepted normal "pet freedom from low and /or 'W" shaped crotches. 32. The minimum grade for all plant material shall be Florida No. I or better. 33. Trees with a damaged or crooked leader, bark abrasions, sunacaid, disfiguring knots, insect damage, or cuts of limbs over 3/4 inch in diameter that are not completely closed will be rejected. 34. Palms shall have straight trunks (within 3 degrees of vertical) unless other wise stated on the plans. Palms shalt be free from bum marks and / or other damage to the trunk 35. Balled and burlapped (8413) plants (field grown trees and palms) shall be dug with firm, natural balls, of soil of sufficient size to encompass the fibrous and feeding roots of the plants. No Plante moved with a ball $hall be planted if the ball is cracked or broken. 545 root balls shall exhibit small white fibrous roots coming through the burlap. Field grow trees and palms shall be nursery grown material. Root pruning and hardening off of plant material shall be done a minimum of six (6) weeks or for a period as determined by the Owners Representative, prior to planting at the project. The supplier of the tree material shall supply certification of the date of root pruning and harvest date of the tree material, prior to the installation of the trees at the project site. 36. Protect roots or balls of plants at all times from sun and drying winds, excess water and freezing, as necessary until planting. 31. Prepared planting soil �11 be fertile, friable natural topsoil of loamy character, without admixture of subsoil material, obtained from a well - drained arable site, reasonably freom clay, lumps, coarse sands, sto, plants, roots, sticks and other foreign materials. the acidity range shall be between pH 55 an65. Prepared plag soil mixture shall consist of three (3) parts native topsoil meeting the above requirements and one (1) part peat. The peat shall be brown to black in color, sterile, weed and seed free, granulated raw peat, containing not more than 99. mineral contennt on a dry bests. 38. Planting shall be coordinated with the underground automatic irrigation eystem(e) installation. The irrigation system is to supply 100 percent coverage of water to all required landscape plant material and turf at time of landscape installation. 39. The Contractor shall supply supplemental watert over the amount of water supplied by the Irrigation system, for establishment to all newly installed trees and palms for ninety (90) daye, commencing Immediately after installation. Supplemental water can be supplied by water truck or direct water source on site (hose bib, reclaimed water, pump /well source), and shall be applied to such a manner to avoid disturbance to mulch and soil, and to avoid damage to plant materials. 40. It is the Contractor's responsibility to adjust watering amounts and frequency to ensure proper establishment of all plant material. 41. Fertilizer shall be complete, uniform in composition, dry and free £lowing. Fertilizer shall be delivered to the site in the original unopened containers, each bewaring the manufacturer's statement of analysis. Store in a manner to prevent wetting and deterioration. 42. Mulch is to be 1009, organic shredded Melaleuca, Ptne bark or Eucalyptus mulch (or type approved by the Owner) shall be utilized and installed to a wetted depth of three (3) Indies. Mulch shall be free of extraneous sticks and other tree residue. 43. A pre - emergent herbicide (Rout, Ronstar or approved equal) shall be applied to all planting areas as specified by manufacturer's recommendations. a 44. Sod shall be as specified on the plans, In areas designated on the plane, and for disturbed areas within the construction limits, grasib sod type shall be well matted with grass roots. The sod shall be taken up in rectangles, preferably 12" x 2411, shall be a minimum of 2" in thickness, and shall be live, fresh, and uninjured at the time of planting. Sod shall be a minimum of 1359. free from all noxious weeds, other grasses, and extraneous materials. The sod shall have a soil mat of sufficient thickness adhering to the roots to withstand all necessary handling. 45. The sod shall be planted as soon as possible after being dug, and kept moist and shaded until it is planted. Dumping from vehicles will not be permitted and damaged sod will be rejected. Replanting shall be performed within 24 hours after time of harvesting or sod shall be stacked in an approved manner and properly moistened until planted. Sod which has been cut for more than 12 hours shall not be used unless specifically authorized by the Owner's Representative, after inspection of the sod. 46. The work area may have existing utilities, such as, but not limited to, Irrigation, phone, cable, electrical, water, sanitary sewer, and storm sewer. The locations of some of these existing utilities may have been indicated on the Plans. However, no guarantee is implied that the Plans are accurate or complete in reference to existing utility information. it shall be the responelbllity of the Contractor to verify the location of all such utilities, structures, etc., by hand excavation or other appropriate measures before performing any work that could result in damage or Injury to persons, utilities, structures or propewrty. The Contractor shall make a thorough search of the site for utilities, structures, etc., before work is commenced in any particular location. 41. The Contractor shall take immediate steeps to rerpair, replace, or restore all services to any utilities or other facilities which are disrupted due the Contractor's operations. The Contractor shall also engage any additional outside repairs on a continuous basis until services are restored. Contractor shall provide and operate any supplemental temporary services to maintain uninterrupted use of the facilities. All responsibility for damage due to negligence on the part of the Contractor shall be borne by the Contractor and the Contractor shall also be fully responsible for any and all claims resulting from the damage. 48. The Contractor shall notify the Owner's Representative, in writing, of soft conditions that the Contractor considers detrimental to the growth o1' plant material. These conditions are to be described, as well as suggestions for correcting therm. Proper soil percolation must be assured at a minimum rate: of 1/2" percolation per hour to a depth of a typical tree planting pit. 49. Planting areas are to be finished graded to conform to grades on engineerring drawings or as noted on the landscape drawings, after full settlement and installation has occurred. The Contractor shall correct or repair the grades as necessary to conform to the finished grades specified. All planting areas shall be free from concrete debris, lumps, depressions, rocks, sticks or other debris and shall be raked and graded smooth to conform to the finish grades after the installation of landscape materials. The planting areas shall provide positive surface drainage without puddling of water. This requirement Is applicable to sodded areas also. Sodded areas shall present a smooth and finished appearance, meeting finished graders as specified after installation. 50. All materials and equipment shall be installed in a neat and workmanlike manner. The Owner's Representative reserves the right to direct the removal and replacement of any items, which, in hie opinion, do not present an orderly and workmanlike appearance. Plant locations may also be adjusted by the Owner's Representative due to unforeseen on -site conditions. 51. Clean -up work and planting areas of rubbish or objectionable matter. Mortar, concrete and toxic material shall be removed from the surface of all plant beds. These materials shall not be mixed with the soil. Should the Contractor find conditions beneath the soil, which will in any way adversely affect the plant growth, he ehall immediately call it to the attention of the Owner's Representative. Failure to do so before planting shall make the corrective measures the responsibility of the Contractor. • 52. If underground construction, utilities or obstructions are encountered during the excavation of planting arenas or pits, alternative locations for the plant material shall be selected by the Owner's Representative. Such changes in location shall be made by the Contractor without additional compensation. 53. All required trees and palms shall be placed a minimum of four (4) feet from impervious eurfacest shrubs shall be placed a minimum of 18 inches as measured from the edge of the plant. • 54. All shrub beds shall be considered as a single mulched area. There shall be no sod incorporated within such planted areas. All shrub and groundcovers shall be mulched curb -to -curb or edge of planting bed, unless otherwise indicated. Top of mulch shall be level with the'top of curb or surrounding grade. 55. Sides of pits and trenches shall be vertical. When conditions detrimental to plant growth are encountered, such as rubble fill, adverse drainage conditions, and /or obstructions, the Owner's Representative shall be notified before planting. Sites with poor drainage may require the use of sloped sides, for pits or trenches. 56. In planting areas where soils have been compacted to a densly, which is detrimental to plant growth, loosen soils to allow root penetration beyond the planting pit. 51. Width of planting pit shall be 3 times the diameter of the rootball in highly compacted or poorly draining soils, with the sides of the pit eloped. 58. Shrubs fertilizer shall be Oamocote Time Released Fertilizer and composed of a fertilizer ratio of 3:1:1 or 3:1:2, (nitrogen: phosphorus: potassium) and contain all primary and secondary trace elements, or approved equal. 59. Sod fertilizer shall be composed of sixteen percent (169.) nitrate nitrogen, four percent (49.) phosphorus, eight percent (8%) potassium and contain all primary and secondary trace elements for sodded areas, or approved equal. 60. Palms: Fertilizer shall be composed of twelve percent (12 %) nitrogen, four percent (4%) phosphorus, twelve percent (129'.) potassium and contain all primary and secondary trace elements for Florida palm trees. 61. Fertilizer shall be applied at the rates recommended by the manufacture and soil testing laboratory. Fertilizer shall be applied as a top dressing only and shall not be mixed in with the backfill material at time of installation. The Contractor shall apply fertilizers at the time of installation. Fertilizer shall be applied per ANSI 300, Part 2 - 1998 and Best Management Practices, Tree and Shrub Fertilization, NSA. 62. Trees, shrubs and ground cover shall be seat straight and at such a level, that after settlement, the plant ball will stand flush, to P - 1/2" above grade. Each plant shall be set in the center of the planting pit (see planting details). Planting goal shall be thoroughly 'watered -in" to remove all air pockets around the root ball. Do not rely on the irrigation system to achieve this task All burlap, rope wires, etc. shall e, loosened From the top and sides of the ball, but no burlap shall be pulled from underneath. No more than two (2) inches of soil shall remain over the first major root closest to the soil surface. Remove non - biodegradable nursery wrappings and unwrap burlap from the top 1/3 of the rootball. 63. Plant materials such as trees, shrubs and groundcovers shall be planted prior to the planting of the grassed / sodded areas. The grassed / sodded areas shall be protected during and repaired if damaged during the planting Installation activities. 64. All new furnished trees and palms shall be sett plumb at the time they are installed to within a tolerance of three (3) degrees from vertical. Trees and palms found not to be vertically aligned will not be accepted. 65. A basin shall be built around all plants or trees that stand -alone and are not located in larger mulched beds. A water - holding soil -dam shall be built on the outside edge of the planting pit to form a basin of sufficient volume to hold water, as per the Planting Details. 66. Each tree shall be pruned to preserve the natural character of the plant as shown on the Plans. All softwood (sucker growth) and all broken or badly damaged branches shall be removed with a clean cut. Pruning procedures shall conform to ANSI A300 Part I - 2001 awes Pruning and Best Management Practices, Tree Pruning, by the international Socteety of Arboriculture. All pruning shall be previously approved by the Owner's Representative. 61. Within one week after the planting, mulch material, as specified, shall be uniformly applied to a minimum wetted thickness of three (3) inches or as Indicated on the Plans, over the entire area of the backfilled hole or bed. The mulch shall be maintained continuously in place until the time of final inspection. 68. All trees not within planting beds shall be mulched within a three (3) foot diameter of the tree. 613. Do not place mulch immedlately against trunks of trees and palms. 10. Soft spots and inequalities in grade shall be corrected before starting sod work Soil shall be watered before sod planting. Tamp or roll all newly installed sod. Sod shall be thoroughly watered in. 11. D. The setting of the places shall be staggered so as to avoid a continuous seam. The offsets of individual strips shall not exceed 611. in order to prevent erosion caused by vertical edges at the outer limits, the outer pieces of sod shall be tamped so as to produce a feathered edge effect. On steep slopes, the Contractor shall, if so directed, prevent. the sod from sliding by means of wooden pegs driven through the sod blocks into firm earth, at directed intervals. Sod shall be placed in rows perpendicular to the elope. 12. The project site shall be kept in a relative neat and clean appearance throughout the course of the landscape installation. Perform the cleaning during installation of the work and upon completion of the work Remove from the site all excess materials, soil, debris, and equipment. Repair damage resulting from planting and other landscape installation operations. 13. Provide one (1) year warranty covering the life and satisfactory condition of all planted materials. All sod shall be warranted for 90 days after Final Acceptance. The one (1) year warranty does not begin until the entire landscape installation has been accepted by the Owner's Representative at the time of Final! Acceptance for Landscape work After the one (1) year warranty period, the Owner's Represertative shall conduct the Project's Final Inspection. 14. All plant material and turf not found in a healthy growing condition, questionable survivability or dead at the end or at any time during the warranty period shall be removed from the site and replaced within ten (10) calendar daye after written notice. 15. All plant material replacements shall be of the same kind and size as specified in the Plant List. They shall be furnished, planted, mulched and watered -in as specified at no additional cost to the Owner. These replacement materials shall be bound to the same warranty conditions as the original materials. 16. Damage to plant material from obvious vandalism, theft, Owner's neglect, or acts of providence (I-e., prolonged flooding, gale force winds, etc.), or incidents beyond the Contractor's control will not be covered under this warranty. 11. The Contractor shall notify the Owner's Representative in writing, a minimum of ten (10) daye in advance, when all work is substantially complete to schedule a substantial completion. Based on this inspection, the Owner's Represeentative will develop a punch list of Items to be addressed by the Contractor. Upon completion of Punch List items, the Contractor shall coordinate with the Owners Representative to schedule a Final Acceptance Inspection. At the time of Final Acceptance, the warranty period shall begin. 18. Upon Final Acceptance of the plant material, the Contractor shall submit two (2) written maintenance instructions recommending procedures for the maintenance of plant materials and sod, for a one year period. EXISTING TREE PROTECTION GENERAL NOTES EXISTING TREES AND PALMS WITHIN AND ADJACENT TO THE LIMITS OF CONSTRUCTION AND SPECIFIED TO REMAIN ARE TO BE PROTECTED THROUGHOUT THE CONSTRUCTION PROCESS WITH TREE BARRICADES PER THE CITY OF CLEARWATER REQUIREMENTS. THE CONTRACTOR SHALL PROVIDE AN INTERNATIONAL SOCIETY OF ARBORIST (ISA) CERTIFIED ARBORIST WITH A MINIMUM OF 5 YEARS EXPERIENCE WITH SIMILAR PROJECTS, TO DIRECT APPROPRIATE PRUNING (ROOTS, BRANCHES) AND /OR OTHER TREATMENT NECESSARY TO ENSURE THE HEALTH, VIABILITY AND ATTRACTIVENESS OF TREES TO REMAIN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR IMPLEMENTATION OF THE CERTIFI ARBORIST'S INSTRUCTIONS. PRUNING SHALL CONFORM TO ANSI A -300 PRUNING STANDARDS. ALL TREE ROOTS EXISTING WITHIN IMPROVEMENT AREAS AND ORIGINATING FROM A PROTECTED TREE, SHALL BE SEVERED CLEAN AT THE LIMITS OF THE PRESERVED AREA WHERE INDICATED ON THE PLANS. ROOT PRUNING SHALL BE ACCOMPLISHED BY MECHANICAL TRENCHER WITH SHARP BLADES AND UNDER THE DIRECT SUPERVISION OF THE CERTIFIED ARBORIST. ROOT PRUNING SHALL MEET THE STANDARDS AND REQUIREMENTS OF THE CITY OF CLEARWATER AND ISA. ! *RWK SMOG AM SET 11001 ALL CROWN 1 1/2- HIGHER SUPPORT Gma ma THAN THE SURROUNDING FINISHED OHE CGMPLLTE QWM SEASON. GRADE. SLOPE BACKnLL AWAY FROM 3 LAYERS OF BUR AP ROOrBALL FOR POSITIVE DRAINAGE WITH nV WOO am (3) PLANTINGAT AND nV WOOD BRACES (3), SHRUB AREAS 120APARr, UE NGm AS REQUIRED KEEP MULCH 6' RADIUS CIRCLE AROUND THE TREE MULCH WiTH A 3' THICK C LAYER OF SHREDDED DARe. TRU T YIRCH U FLA. m sG rX4hLW' SrA1Q:S----_____ 8' HIGH WATER APPRDAED PLANTING WELL AT SHRUB ,,. 2 PAMSS EXISTING AT ULWN. FINISHED �i TOPSOIL & 1 PART - - M ~ SUOI SAM gIROOTBALL ' 1r -- Ir --- PLANTINGAT TURFAREAS KEEP TURF CLEAR F RECESS TURF AREA 1= TO ALLOW FOR MULCH. FINISHED GRADE BACKFiLL MIX, SEE - NOTES AND SPECIFICATIONS. PLANT PIT DETAIL r PALM TREE STAKING 1' - 1 --0' BACKFLL MIX. SEE -/ R 2X OOiBALL NOTES AND SPECIFICATIONS. NATIVE SOIL FIRMLY COMPACTED. PLANT PiT DETAIL TREE DOUBLE STAKE kl.v Nrs CONTRACTOR TO PROVIDE A BERM IN EACH PARTING ISLAND NOT TO EXCEED 6' HEIGHT FOR ISLANDS LESS THAN 10' WIDTH. A BERM OF 12' IN HEGHT FOR ISLANDS MORE THAN 3' MULCH 10'. I 6' 14f " TYPICAL LANDSCAPE ISLAND DETAIL 0 HIS R007BALL CROWN 1 1/2' HIGHER ROUNDING FINISHED E NAGE. PLANTING AT SHRUB AREAS. KEEP MULCH e' FROM BASE OF TREE. - MULCH WATER WELL AREA TO r DEPTH. 6' HIGH WATER WELL AT SHRUB AREAS. NATIVE SOIL FIRMLY COMPACTED. CONTRACTOR SHALL PROVIDE SOB. PROFILE 70 INSURE DRAINAGE POSITIVE CURB CONTRACTOR SHALL REMOVE ALL CONSTRUCTION MATERIALS. DEBRIS, CLAYS AND COMPACTED SOIL TO 3 -0' DEEP AND BACK FILL WITH PLANTING SOIL MIX. CONTRACTOR RESPONSIBLE FOR LOCATION AND COORDINATION OF ALL UNDERGROUND UMMES. SEE PLANT PT -/ DETAIL STAKING DETAIL 6 TREE PLANTING MULTI-STMT nLs SHEET LA3 SHRUB PLANTING STAKING DETAIL SET ROOTBALL CROWN V HIGHER THM SURROUNDING FINISHED GRADE SLOPE FINISHED GRADE AT BM3fflLL AWAY FROM MULCH TO T DEPTH AT WATER WELL r-FINISHED GRADE. BACWILL MIX. SEE NOTES AND SPECIFICATIONS. .NATIVE SOIL FIRMLY COMPACTED. <,AJd TREE AS SPECIFIED. DOUBLE STAKE WiTH 1/2' WHITE ARBOR TIE 2 TIE PER MANUFACTURER's RECOMMENDATIONS 2. OWAETER LODGEPOLE PINE TREATED TREE STAKES. SET PERPENDICULAR TO PREVAILING WIND. REMOVE NURSERY STAKE BY THE END OF MAINTENANCE 1X3 CROSSME AVOID RUBBING INJURY TO TRUNK. LW J BALL PLANTING PLANTING AS PER PIANTING DETAIL AVOID DAMAGE TO THE ROOT BALL WITH THE SUPPORT SUBS. BUILDING/ STRUCTURE 4 410 , MA CONTRACTOR SHAT PROVIDE SOIL PROFILE TO INSURE POSITIVE DRAINAGE AWAY FROM STRUCTURE CONTRACTOR SHAT REMOVE ALL �� CONSTRUCTION MATERIALS, DEBRIS. CLAYS AND COMPACTED SOIL TO 3 -0' DEEP AND BACK FILL WITH PLAN11NO SOIL MIX. CONTRACTOR COMPACTED RESPONSIBLE FOR LOCATION AND Su COORDINATION OF ALL UNDERGROUND UTILITIES. �5 TYPICAL PERIMETER LANDSCAPE DETAIL �J Ne DOUBLE STAKE WITH SET 11001 ALL CROWN 1 1/2- HIGHER 1/2' WHITE ARBOR TIE THAN THE SURROUNDING FINISHED TIE PER MANUFACTURER'S GRADE. SLOPE BACKnLL AWAY FROM RECOMMENDATIONS ROOrBALL FOR POSITIVE DRAINAGE PLANTING AT PLANTINGAT TURFAREAS. ( - SHRUB AREAS KEEP TURF CLEAR FOR A, 18' KEEP MULCH 6' RADIUS CIRCLE AROUND THE TREE MULCH WiTH A 3' THICK FROM BASE OF TREE. LAYER OF SHREDDED DARe. MULCH WATER WELL Q AREA TO 3' DEPTH. P TURF AREA 8' HIGH WATER 1' TO A18W FOR MULCH WELL AT SHRUB FINISHED GRADE ARC' AT ULWN. FINISHED �i AVOID PLACING STAKES �GRAt)E `�1L tZ THRU ROOTBNLL. , gIROOTBALL T in BACKFLL MIX. SEE -/ R 2X OOiBALL NOTES AND SPECIFICATIONS. NATIVE SOIL FIRMLY COMPACTED. PLANT PiT DETAIL TREE DOUBLE STAKE kl.v Nrs CONTRACTOR TO PROVIDE A BERM IN EACH PARTING ISLAND NOT TO EXCEED 6' HEIGHT FOR ISLANDS LESS THAN 10' WIDTH. A BERM OF 12' IN HEGHT FOR ISLANDS MORE THAN 3' MULCH 10'. I 6' 14f " TYPICAL LANDSCAPE ISLAND DETAIL 0 HIS R007BALL CROWN 1 1/2' HIGHER ROUNDING FINISHED E NAGE. PLANTING AT SHRUB AREAS. KEEP MULCH e' FROM BASE OF TREE. - MULCH WATER WELL AREA TO r DEPTH. 6' HIGH WATER WELL AT SHRUB AREAS. NATIVE SOIL FIRMLY COMPACTED. CONTRACTOR SHALL PROVIDE SOB. PROFILE 70 INSURE DRAINAGE POSITIVE CURB CONTRACTOR SHALL REMOVE ALL CONSTRUCTION MATERIALS. DEBRIS, CLAYS AND COMPACTED SOIL TO 3 -0' DEEP AND BACK FILL WITH PLANTING SOIL MIX. CONTRACTOR RESPONSIBLE FOR LOCATION AND COORDINATION OF ALL UNDERGROUND UMMES. SEE PLANT PT -/ DETAIL STAKING DETAIL 6 TREE PLANTING MULTI-STMT nLs SHEET LA3 SHRUB PLANTING STAKING DETAIL SET ROOTBALL CROWN V HIGHER THM SURROUNDING FINISHED GRADE SLOPE FINISHED GRADE AT BM3fflLL AWAY FROM MULCH TO T DEPTH AT WATER WELL r-FINISHED GRADE. BACWILL MIX. SEE NOTES AND SPECIFICATIONS. .NATIVE SOIL FIRMLY COMPACTED. <,AJd TREE AS SPECIFIED. DOUBLE STAKE WiTH 1/2' WHITE ARBOR TIE 2 TIE PER MANUFACTURER's RECOMMENDATIONS 2. OWAETER LODGEPOLE PINE TREATED TREE STAKES. SET PERPENDICULAR TO PREVAILING WIND. REMOVE NURSERY STAKE BY THE END OF MAINTENANCE 1X3 CROSSME AVOID RUBBING INJURY TO TRUNK. LW J BALL PLANTING PLANTING AS PER PIANTING DETAIL AVOID DAMAGE TO THE ROOT BALL WITH THE SUPPORT SUBS. BUILDING/ STRUCTURE 4 410 , MA CONTRACTOR SHAT PROVIDE SOIL PROFILE TO INSURE POSITIVE DRAINAGE AWAY FROM STRUCTURE CONTRACTOR SHAT REMOVE ALL �� CONSTRUCTION MATERIALS, DEBRIS. CLAYS AND COMPACTED SOIL TO 3 -0' DEEP AND BACK FILL WITH PLAN11NO SOIL MIX. CONTRACTOR COMPACTED RESPONSIBLE FOR LOCATION AND Su COORDINATION OF ALL UNDERGROUND UTILITIES. �5 TYPICAL PERIMETER LANDSCAPE DETAIL �J Ne DOUBLE STAKE WITH it iE 1/2' WHITE ARBOR TIE TIE PER MANUFACTURER'S Z RECOMMENDATIONS Q 4 R� >M r LODGEPOLE PINE TREATED InR H , TREE STAKES. SET STAKES < c APPROXIMATELY 120 DEGREES t: L APART. 0w uJ -O w co n Q R 1? •FINISHED GRADE t: 1: Flo-24" C0 mLL .6 .� 99 Z >. w o m� AVOID PLACING STAKES O Y= I- THRU ROOTBNLL. W (.) < Q' - T in slaass AND it AMIACENT TO CLWED EDGES SOL BE SHALL BE OFF SETS THE BUILDINGS RIBA SLWL BE BASED ON THE FLORIDA PLANTED IN B TUNING CODE REQL�TS FOR TOOTTFE PARALLEL Ir CURNE11 TEl4OIE PLtOTECIION EDGE + 0 SFIRUBS AD cRgRDwues NDIACBRT TO - ,'--*r SmAK;lT BIGES SIWL tE M11GULAR - Wei N RONS PAitALLEL TO THE SIRNGHT EDGE NMM- CENTER TO CENTER SPACING (O .F) VARIES FOR DIFFERE NT PIANT SPECIES, SPACE EACH VAREIY OF PLANT EQUALLY N PLANTING AREAS PER SPACING SIM ON RAINS 2. TREES A KENT TO I{tILBtNG /SIRUC1UtE SHOULD RE PLANTED AT A MWIM OF 5' WAY FROM TIE BIIUDNG/ IRUCRIRE WALL. . 3. PALS SHOULD NOT BE PUNTED CLOSER 1HAN W FROM THE TNILOWAIRUCNRE WALL 4. VOW SLPPOmED BY A SH U ANGLE OR LNIM SECURED TO THE FONDATON sWmL. PRO DED AT LEAST 6-NCI CLEAR NSPfL" SPACE OF THE FOUNDATION SIODIAL EXTIM EDOST BEiWWEENN THE VOW AND THE TOP OF AKY SKID, SA W1LCH OR OTHER ORGANIC LA✓DSCAPNG COMPOTEIRT OR MY OMER WORK OBHDIATITY AUNCONT TO OR AADNNG THE STRUCTURE, PER SEICRON 2114, MUM NSPECIEN, FLORIDA UMUiED MUM CODE, LATM EDITION. PLANT MATERIAL LAYOUT DETAIL N.T.S SHEET LA2 SHEET LA4 p • ✓ r �\ f ,_,. r:I.i ,: ' ,r IN I III M ...:s, R W � - r--, O ( L_ 5 U e" .Q � O c 0) N C: c ' � o E - M W L-L. 'a 1? _ `o � � �; Uri 0 .a kV U 2 cc 00 � � Co U (L Z m U LL a L O u a Ny O N .% CL 0 � M 00 P�1 !�1 -a �i C N 4 rA O 'a o ; �O rr�� M 't L 04 04 V J co a. 4��, , �-,� •D ,< .,� , is Z� U G--- � . Z _ Q 4 R� >M C0 o d' 0) C.) w Z 6 (9-.-, � W to 0w uJ -O w Fa- 2 � Q t �� W J OM 00 E Z C0 mLL .6 .� CL Z >. w o :2 a O Y= I- J W (.) < Q' - Z � O LL Z U W 0 Z O Z 0O 0 C0 M 0 M Q m 7 0 Z U° >_ W Q O M I UJ q IL It 65 1= z 0 2 2 4 0 a iL %4.- ILL slaass AND it AMIACENT TO CLWED EDGES SOL BE SHALL BE OFF SETS THE BUILDINGS RIBA SLWL BE BASED ON THE FLORIDA PLANTED IN B TUNING CODE REQL�TS FOR TOOTTFE PARALLEL Ir CURNE11 TEl4OIE PLtOTECIION EDGE + 0 SFIRUBS AD cRgRDwues NDIACBRT TO - ,'--*r SmAK;lT BIGES SIWL tE M11GULAR - Wei N RONS PAitALLEL TO THE SIRNGHT EDGE NMM- CENTER TO CENTER SPACING (O .F) VARIES FOR DIFFERE NT PIANT SPECIES, SPACE EACH VAREIY OF PLANT EQUALLY N PLANTING AREAS PER SPACING SIM ON RAINS 2. TREES A KENT TO I{tILBtNG /SIRUC1UtE SHOULD RE PLANTED AT A MWIM OF 5' WAY FROM TIE BIIUDNG/ IRUCRIRE WALL. . 3. PALS SHOULD NOT BE PUNTED CLOSER 1HAN W FROM THE TNILOWAIRUCNRE WALL 4. VOW SLPPOmED BY A SH U ANGLE OR LNIM SECURED TO THE FONDATON sWmL. PRO DED AT LEAST 6-NCI CLEAR NSPfL" SPACE OF THE FOUNDATION SIODIAL EXTIM EDOST BEiWWEENN THE VOW AND THE TOP OF AKY SKID, SA W1LCH OR OTHER ORGANIC LA✓DSCAPNG COMPOTEIRT OR MY OMER WORK OBHDIATITY AUNCONT TO OR AADNNG THE STRUCTURE, PER SEICRON 2114, MUM NSPECIEN, FLORIDA UMUiED MUM CODE, LATM EDITION. PLANT MATERIAL LAYOUT DETAIL N.T.S SHEET LA2 SHEET LA4 p • ✓ r �\ f ,_,. r:I.i ,: ' ,r IN I III M ...:s, R W � - r--, O ( L_ 5 U e" .Q � O c 0) N C: c ' � o E - M W L-L. 'a 1? _ `o � � �; Uri 0 .a kV U 2 cc 00 � � Co U (L Z m U LL a L O u a Ny O N .% CL 0 � M 00 P�1 !�1 -a �i C N 4 rA O 'a o ; �O rr�� M 't L 04 04 V J co a. 4��, , �-,� •D L T ■ U CV 0 ` r ■� co 'It o d' 0) _9 i'!1 ..dam ID Ank J M F- co O M N Q o W< 0 E W aO .� CL W :2 _J ~ llqr J }- Z � O N O O 0 W O o� M V 0 U° i O M I UJ q IL It W Q z 0 2 2 4 a iL %4.- J L T �W V r LL M -u � �N C,4 ^O _9 i'!1 e U U ID Ank < W O 2 Q) Q fu N Q N en 0 -0 4) E 0 U e 0 U ®a*aa QC �W V 0 W W < W Q M N Q o W< 0 --� �o J .� CL Q W U_ C) J }- U o W Z a �L_ i C 3 I E a N ro r. 0 N SURVEYOR'S REPORT MAP OF ALTA /ACSM LAND TITLE SURVEY AND BOUNDARY SURVEY: THE MAP AND REPORT ARE NOT FULL AND COMPLETE WITHOUT THE OTHER. (SEE SHEET INDEX IN TITLE BLOCK) LEGAL DESCRIPTION: ( SEE DATA SOURCES 2 ) Lot I, SOUTH OAKS FASHION SQUARE, according to the map or plat thereof as recorded in Plat Book 101, Pages 57 and 58, of the Public Records of Pinellas County, Florida. TOGETHER WITH non-exclusive easements for vehicular ingress and egress as defined in Article I and for drainage and storm sewer as defined in Article III of that certain Agreement dated November 22, 1988, recorded November 28, 1988 in Official Records Book 6884, Page 602, of the Public Records of Pinellas County, Florida, as amended in Official Records Book 6947, Page 916, of the Public Records of Pinellas County, Florida, more particularly described as follows: Cross Easement /Ingress and Egress A common driveway easement lying over a portion of Lots I and 2 of South Oaks Fashion Square as recorded in Plat Book 101 Pages 57 and 58, of the Public Records of Pinellas County, Florida, being further described as follows: Begin at the Northwest corner of Lot I of said plat; thence along the Southerly right -of -way of State Road No. 590, South 89 degrees 10'41" East, 19.27 feet: thence South 02 degrees 30'13" West, 197.83 feet; thence South 00 degrees 07'04" West, 218,21 feet; thence along the are of a tangent curve to the left 96.75 feet, radius 225.00 feet, central angle of 24 degrees 38'17" and a chord bearing South 12 degrees 12'04" East, 96.01 feet to a point of reverse curvature; thence along the arc of o tangent curve to the right 96.75 feet, radius 225.00 feet, central angle of 24 degrees 38'17" and a chord bearing South 12 degrees 12'05" East, 96,01 feet; thence South 00 degrees 07'04" West, 346.04 feet; thence along the arc of a tangent curve to the left 9.27 feet, radius 10.00 feet, central angle of 53 degrees 07'48" and a chord bearing South 26 degrees 26'50" East, 8.94 feet; thence South 53 00'44" East, 257.93 feet; thence along the arc of a tangent curve to the left 5.19 feet, radius 5.00 feet, central angle of 59 degrees 27'34" and a chord bearing South 82 degrees 44'31" East, 4,96 feet; thence North 67 degrees 31'42" East, 485.74 feet; thence along the arc of a tangent curve to the left 23.53 feet, radius 20.00 feet, central angle of 67 degrees 24'40" and a chord bearing North 33 degrees 49'22" East, 22.20 feet; thence North 00 degrees 07'02" East, 299.60 feet; thence South 89 degrees 52'58" East, 42.00 feet; thence South 00 degrees 07'02" West, 40.00 feet; thence North 89 degrees 52'58" West, 2.00 feet; thence along the arc of a tangent curve to the left 15.71 feet , radius 10,00 feet, central angle of 90 degrees 00'00" and a chord bearing of South 45 degrees 07'02" West, 14.14 feet thence South 00 degrees 07'02" West, 249.60 feet; thence along the arc of a tangent curve to the right 58.83 feet, radius 50.00 feet, central angle of 67 degrees 24'40" and a chord bearing South 33 degrees 49'22" West, 55.49 feet : thence South 67 degrees 31'42" West, 485.74 feet; thence along the arc of a tangent curve to the right 36.32 feet, radius 35.00 feet, central angle of 59 degrees 27'34" and chord bearing North 82 degrees 44'31" West, 34.71 feet; thence North 53 degrees 00'44" West, 277.93 feet; thence North 00 degrees 0704" East, 366,04 feet; thence along the arc of a tangent curve to the left 83.85 feet radius 195.00 feet, central angle of 24 degrees 38'17" and a chord bearing North 12 degrees 12'05" West, 83.21 feet to a point o,f reverse curvature; thence along the are of a tangent curve to the right 109.65 feet, radius 255.00 feet, central angle of 24 degrees 38'17" and a chord bearing North 12 degrees 12'05" West, 108.81 feet ; thence North 00 degrees 07'04" East, 223.38 feet; thence North 01 degrees 31'59" West, 193.11 feet; thence South 89 degrees 10'41" East, 24,53 feet to the Point of Beginning. Retention Pond A parcel of land lying in Section 9, Township 29 South Range 16 East, Pinellas County, Florida, also lying over a portion of Lots I and 2 of South Oaks Fashion Square as recorded in Plat Book 101, Pages 57 and 58 of the Public Records of Pinellas County, Florida, being further described as follows: . Commence at the Northwest corner of said Section 9; thence along the North boundary of said Section South 89 degrees 10'41" East, 399.03 feet; thence leaving said North boundary South 00 degrees 07'04" West, 468.00 feet; thence South 10 degrees 48'15" East, 190.00 feet; thence South 00 degrees 07'04" West, 403.61 feet to the Point of Beginning; thence South 89 degrees 16'36" East, 37,77 feet, thence South 53 degrees 00'44" East, 248.20 feet to the Northerly right -of -way of the Sea Board Coastline Railroad as recorded in Deed Book 47, Page 308, of the Public Records of Pinellas County, Florida; thence along said Northerly right -of -way by,the are of non - tangent curve to the left 263.16 feet, radius 2050.00 feet, central angle of 07 degrees 21'19" and a chord bearing South 60 degrees 47'58" West, 262.98 feet; thence leaving said Northerly right -of -way North 89 degrees 16'36" West, 342.04 feet to a point lying 100.00 feet East of the West boundary of said Section 9; thence along a line 100.00 feet East of and parallel with said West boundary North 00 degrees 07'04" East, 278.02 feet; thence South 89 degrees 1636" East, 335.02 feet to the Point of Beginning. Drainage Pipe A drainage pipe lying over a portion of Lot 2 of South Oaks Fashion Square as recorded in Plat Book 101, Pages 57 and 58 of the Public Records of Pinellas County, Florida, being further described as follows: Commence at the Northeast corner of said Lot 2, thence South 00 degrees 07'04" West 418,00 feet; thence South 10 degrees 48'15" East, 190.00 feet; thence South 00 degrees 07'04" West, 319.58 feet to the Point of Be- ginn -ing;- thence continue South 00 degrees 07'04" West, 105.42 feet; thence South 01 degrees 26'58" East, 13.27 feet; thence South 14 degrees 35'03" West, 25.88 feet: thence 'Norrth 75 degrees 24'56" West, 30.00 feet; thence North 14 degrees 35'03" East, 140.71 feet to the Point of Beginning. ACCURACY: I. THE ACCURACY STANDARD USED FOR THIS SURVEY, AS CLASSIFIED IN THE MINIMUM TECHNICAL STANDARDS (61G17 -6 FAC), IS COMMERCIAL /HIGH RISK". THE MINIMUM RELATIVE DISTANCE ACCURACY FOR THIS TYPE OF SURVEY IS I FOOT IN 10,000 FEET. THE ACCURACY OBTAINED BY MEASUREMENT AND CALCULATION OF A CLOSED GEOMETRIC FIGURE WAS I FOOT IN 145,875 FEET. 2. HORIZONTAL CONTROL MEASUREMENTS WERE MADE WITH A TRANSIT AND STEEL TAPE, OR DEVICES WITH EQUIVALENT OR HIGHER DEGREES OF ACCURACY. DATA SOURCES: 1. THE BASIS OF BEARINGS FOR THIS SURVEY IS A NORTH LINE OF LOT I, SOUTH OAKS FASHION SQUARE, AS RECORDED IN PLAT BOOK 101, PAGE 57 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA, BEING S89 010'41 "E, AS SHOWN ON THE MAP OF SURVEY. 2. THIS SURVEY WAS PREPARED WITH THE BENEFIT OF A COMMITMENT FOR TITLE INSURANCE PREPARED BY CHICAGO TITLE INSURANCE COMPANY, TITLE NUMBER 300703476, AGENT'S ORDER NUMBER GORAL TOV ADA, WITH AN EFFECTIVE DATE OF MAY 23, 2007 AT 11:00 PM. THE LEGAL DESCRIPTION SHOWN HEREON IS AS IT APPEARS IN SAID COMMITMENT. SUPPORT DOCUMENTS SUPPLIED WITH SAID TITLE POLICY. 3. THE OWNERS AND RECORDING INFORMATION FOR ADJACENT PROPERTIES ARE PER THE PINELLAS COUNTY PROPERTY APPRAISERS OFFICE WEB SITE ON 6 -18 -2007. 4, THIS SURVEY WAS PREPARED WITH THE BENEFIT OF THE RECORDED DOCUMENTS AS REFERENCED HEREON, ALL OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. . 5. THIS SURVEY WAS PREPARED WITH THE BENEFIT OF SOUTH OAKS FASHION SQUARE, AS RECORDED IN PLAT BOOK 101, PAGE 57, OF THE PUBLIC RECORDS OF HILLSBOROUGH COUNTY, FLORIDA. LIMITATIONS: I. USE OF THIS SURVEY BY ANYONE OTHER THAN THOSE PREPARED FOR /CERTIFIED TO WILL BE THE RE -USERS SOLE RISK WITHOUT LIABILITY TO THE SURVEYOR. 2. THERE MAY BE ADDITIONAL EASEMENTS AND /OR RESTRICTIONS AFFECTING THIS PROPERTY THAT MAY OR MAY NOT BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. 3, FIELD WORK FOR REVISION I WAS COMPLETED ON 6 -19 -2007 AND CONTAINED IN FIELD BOOK 269, PAGES 64 -73, 4. PRINTED DIMENSIONS SHOWN ON THE MAP OF SURVEY SUPERSEDE SCALED DIMENSIONS. THERE MAY BE ITEMS DRAWN OUT OF SCALE TO GRAPHICALLY SHOW THEIR LOCATION. 5. CALCULATED (C) GEOMETRY SHOWN HEREON WAS CALCULATED USING FIELD LOCATED POINTS AND CERTAIN PUBLISHED DATA (SEE DATA SOURCES). 6. SHOWN ANYWHERE ON THIS SURVEY, THE WORD "CERTIFY" IS UNDERSTOOD TO BE AN EXPRESSION OF A PROFESSIONAL OPINION BASED UPON THE SURVEYOR'S BEST KNOWLEDGE, INFORMATION AND BELIEF, AND THAT IT THUS CONSTITUTES NEITHER A GUARANTEE NOR A WARRANTY. 7. SUBSURFACE FOUNDATIONS AND THEIR LOCATIONS HAVE NOT BEEN DETERMINED. 8. IRRIGATION EQUIPMENT AND /OR THEIR APPURTENANCES HAVE NOT BEEN LOCATED UNLESS OTHERWISE SHOWN ON MAP OF SURVEY. 9. THE LOCATIONS OF THE UNDERGROUND UTILITIES AND /OR THEIR APPURTENANCES WERE PERFORMED BY A FIELD SURVEY AND ONLY LOCATED AS SHOWN ON THE MAP OF SURVEY. ONLY THE UNDERGROUND UTILITIES AND /OR THEIR APPURTENANCES WHICH WERE VISIBLE FROM GROUND LEVEL TO THE SURVEYOR ON THE ACTUAL DAY OF THE FIELD SURVEY WERE LOCATED AND MAPPED. NO EXCAVATIONS OR SUBSURFACE WORK EFFORTS OF ANY KIND WERE PERFORMED BY THE SURVEYOR TO VERIFY THE EXISTENCE OF ANY UNDERGROUND UTILITIES AND /OR THEIR APPURTENANCES. THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES AND /OR THEIR APPURTENANCES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. 10. HORIZONTAL DIMENSIONS FROM BOUNDARY LINES TO LOCATED ITEMS WHICH USE SYMBOLS (SEE SYMBOLS LEGEND) ARE MEASURED TO THEIR CENTER. . II. SUBJECT PROPERTY LIES WITHIN FLOOD ZONE X, BASE FLOOD ELEVATION = AREAS DETERMINED TO BE OUTSIDE 500 -YEAR FLOOOPLAIN, PER FLOOD INSURANCE RATE MAP, MAP NUMBER 12103C0127G, EFFECTIVE DATE SEPTEMBER 3, 2003. 12. THE FLOOD INSURANCE RATE MAP ZONE AS STATED IS APPROXIMATE. AN ACCURATE ZONE DETERMINATION SHOULD BE MADE BY THE PREPARER OF THE MAP, THE FEDERAL EMERGENCY MANAGEMENT AGENCY, OR THE LOCAL GOVERNMENTAL AGENCY HAVING JURISDICTION OVER SUCH MATTERS PRIOR TO ANY JUDGMENTS BEING MADE FROM THE ZONE AS STATED. THE ABOVE REFERENCED FEDERAL EMERGENCY MANAGEMENT AGENCY MAP STATES IN THE NOTES TO THE USER THAT: (a) THIS MAP IS FOR USE IN ADMINISTERING THE NATIONAL FLOOD INSURANCE PROGRAM; IT DOES NOT NECESSARILY IDENTIFY ALL AREAS SUBJECT TO FLOODING "; (b) "FLOOD ELEVATIONS ON THIS MAP ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988. THESE FL000 ELEVATIONS MUST BE COMPARED TO STRUCTURE AND GROUND ELEVATIONS REFERENCED TO THE SAME DATUM. "; AND (c) "GROUND, STRUCTURE AND FLOOD ELEVATIONS MAY BE COMPARED AND /OR REFERENCED TO NGVD 29 BY APPLYING A STANDARD CONVERSION FACTOR. TO GET THE CONVERSION FROM NGVD 29 TO NAVD 88, ADD 0.88 FOOT TO THE NAVD 88 ELEVATION, THE 0.88 FOOT VALUE IS AN AVERAGE FOR THE ENTIRE COUNTY." 13. THE SUBJECT PROPERTY IS CURRENTLY ZONED IRT (INDUSTRIAL, RESEARCH AND TECHNOLOGY), ACCORDING TO THE CITY OF CLEARWATER WEB SITE AT http : / /publicgis.myclearwater.com ON 6 -18 -2007. BUILDING SETBACKS ARE PER THE CLEARWATER COMMUNITY DEVELOPMENT CODE, CODIFIED THROUGH ORDINANCE NUMBER 7725 -07, ENACTED FEBRUARY 15, 2007, AND ARE AS FOLLOWS: FRONT = 20 FEET, SIDE /REAR = 15 FEET, AND ARE NOT SHOWN ON THE MAP OF SURVEY. BOUNDARY INCONSISTENCIES: I. ANY ANGULAR AND /OR DIMENSIONAL DISCREPANCIES BETWEEN THE LEGAL DESCRIPTIONS) AND THE FIELD LOCATED OCCUPATION BOUNDARY CORNERS, AND BOUNDARY CORNERS WITH MULTIPLE BOUNDARY MONUMENTS ALONG WITH THEIR CORRESPONDING QUADRANT DIRECTIONAL MISSES, ARE SHOWN ON THE MAP OF SURVEY. 2. A BOUNDARY LINE DIMENSION ALONG THE NORTHERLY BOUNDARY LINE OF LOT I, SAME ALSO BEING THE SOUTHERLY RIGHT OF WAY LINE OF STATE ROAD 590, ACCORDING TO SAID PLAT OF SOUTH OAKS FASHION SQUARE, AS RECORDED IN PLAT BOOK 101, PAGES 57 AND 58, READS 339.02 FEET, THIS DIMENSION CALCULATES 339.91 FEET, AND THE CALCULATED DIMENSION IS SUPPORTED BY THE BOUNDARY CORNERS FOUND IN THE FIELD. 3. A BOUNDARY LINE DIRECTION ALONG THE NORTHERLY BOUNDARY LINE OF LOT I, SAME ALSO BEING THE SOUTHERLY RIGHT OF WAY LINE OF STATE ROAD 590, ACCORDING TO SAID PLAT OF SOUTH OAKS FASHION SQUARE, AS RECORDED IN PLAT BOOK 101, PAGES 57 AND 56, READS S00 049'19 "E, THIS DIRECTION CALCULATES S00 049'19 "W, AND THE CALCULATED BEARING IS SUPPORTED BY THE BOUNDARY CORNERS FOUND IN THE FIELD. APPARENT PHYSICAL USE: THE SUBJECT PROPERTY IS CURRENTLY A RETAIL PLAZA KNOWN AS BAYSIDE BRIDGE PLAZA. EASEMENTS /RIGHT -OF -WAYS: I. SEE DATA SOURCES 2. 2. SEE LIMITATIONS 2. 3. PORTIONS OF THE RIGHT -OF -WAY FOR STATE ROAD 590 ADJACENT TO THE SUBJECT SITE IS PER OFFICIAL RECORDS BOOK 5020, PAGE 2125, AND THE PLAT OF SOUTH OAKS FASHION SQUARE, AS RECORDED IN PLAT BOOK 101, PAGE 57. NO DOCUMENTATION ON FORMAL DEDICATION AND /OR AUTHORITY 'FOR THE REMAINDER OF RIGHT -OF -WAY WAS SUPPLIED TO THE SURVEYOR. 4. THE RIGHT-OF -WAY FOR McMULLEN BOOTH ROAD (COUNTY ROAD 611) ADJACENT TO THE SUBJECT SITE IS PER OFFICIAL RECORDS BOOK 6688, PAGE 204, AND SHOWN ON THE' MAP- OF SURVEY BY THE RECORD PLAT OF SOUTH OAKS FASHION SQUARE. (SEE DATA SOURCES 5) '' 5. THE RIGHT -OF -WAY FOR THE CSX RAILROAD ADJACENT TO,THE•SUBJECT SITE IS PER-DEED BOOK 47, PAGE 308, ANO SHOWN ON THE MAP OF SURVEY BY THE RECORD PLAT OF H' OAKS FASHION SQUARE', (SEE DATA SOURCES 5) . • . 6. THE FOLLOWING ARE PER SCHEDULE B - PART II OF THE TITLE COMMITMENT REFERENCED IN DATA SOURCES 2: (ITEM NUMBER CORRESPONDS WITH SAID COMMITMENT) 1 • - . ITEM 5 - Easement to Pinellas Water Company�and!Assignment•t.hereof to -the City of St. Petersburg, Florida as contained. in the .•,. instrument .;,.recor.ded•Februaxy 3 -, :•1954,, .'in.Deed book 1465•, Pages L75 through 178, inclusive, of the Public Records of Pinellas County, Florida. (EASEMENT SHOWN ON THE MAP OF SURVEY BY THE RECORD PLAT OF SOUTH OAKS FASHION SQUARE, SEE DATA SOURCES 5j ITEM 6 - Terms, conditions and other matters of Agreement by and between the City of Clearwater, Florida and David Bilgore &Company, Inc „ as contained in instrument recorded August 5*, 1981 in Official Records Book 5230, Page 798, of the Public Records of Pinellas County, Florida, as amended by instruments recorded in Official Records Book 6810, Poge 836 and Official Records Book 7001, Page 2159. [THIS SUBJECT PROPERTY IS A PORTION OF THE PROPERTY IDENTIFIED IN EXHIBIT II OF OFFICIAL RECORDS BOOK 5230, PAGE 798, EXHIBIT A OF OFFICIAL RECORDS BOOK 6810, PAGE 836 AND OFFICIAL RECORDS BOOK 7001, PAGE 2159. OFFICIAL RECORDS BOOK 5230, PAGE 798 STATES "this Agreement shall be null and void if annexation and zoning is not completed in accordance with Owner's application filed herewith." AND "this Agreement shall be null and void if annexation and zoning is not completed in accordance with Owner's application filed herewith." THE SUBJECT PROPERTY IS CURRENTLY ZONED DIFFERENT THAN THE AGREEMENT STATES.) ITEM 7 - Restrictions, covenants, conditions and other matters as contained in the Declaration of Unity of Title recorded October 27, 1988 in Official Records Book 6864, Page 338, of the Public Records of Pinellas County, Florida. (THIS SUBJECT PROPERTY IS A PORTION OF THE REAL PROPERTY AS DESCRIBED IN EXHIBIT A OF OFFICIAL RECORDS BOOK 6864, PAGE 338.) ITEM 8 - The following matters as contained on the Plat of South Oaks Fashion Square recorded in Plat Book 101, Pages 57 and 58, of the Public Records of Pinellas County, Florida: (A) Dedication to the public of all streets, roads and rights -of -way (other than the ingress - easement between lots I and 2) for road and street purposes for the installation and maintenance of drainage structures, storm sewers, utilities and purposes incidental thereto. [SHOWN AS (P) ON THE MAP OF SURVEY] (B) Drainage and utility easements as shown. [SHOWN AS (P) ON THE MAP OF SURVEY) (C) The right granted to the City of Clearwater to use all utility and drainage easements as shown for maintenance purposes. (SHOWN AS (P) ON THE MAP OF SURVEY] (D) The City of Clearwater is responsible for maintenance of water flow only in the drainage and utility easements. maintenance responsibility 're Iating to the general aesthetic appearance of, and vegetation located in, the drainage and utility easements are a private function that is neither assigned to nor accepted by the City of Clearwater 'with respect to drainage and utility easements over the drainage and utility areas, maintenance of drainage flow and structures shall be the responsibility of the City of Clearwater and maintenance of the vegetation located in such areas is a private function. [SHOWN AS (P) ON THE MAP OF SURVEY] . (E) A 10' maintenance easement granted to the Ciiy of Clearwater, 5' on each side of water mains, as installed, up to and including fire hydrants and meters less and except any portion thereof that lies beneath a building. [THIS IS A NON- PLOTTABLE EASEMENT THAT AFFECTS THIS SUBJECT PROPERTY] (F) An ingress and egress easement for fire and emergency vehicles, public officials, utility companies and the City of Clearwater for sanitation services and utility maintenance over and across all paved surfaces. [THIS IS A NON- PLOTTABLE EASEMENT THAT AFFEGTS THIS SUBJECT PROPERTY] (G) A 10' easement is granted to Florida Power Corporation, 5' each side of power lines, as installed, up to and including transformers, less and except any portion thereof that lies beneath a building. [THIS IS A NON - PLOTTABLE EASEMENT THAT AFFECTS THIS SUBJECT PROPERTY] (H) Dedication of Landmark Drive right of way as shown. [THIS DOES NOT AFFECT THIS SUBJECT PROPERTY] (1) Dedication of 17' right -of -way along State Road 590 as shown. [SHOWN AS (P) ON THE MAP OF SURVEY] (J) Ingress - Egress easement as shown. (SHOWN AS (P) ON THE MAP OF SURVEY] ITEM 9 - Restrictions, covenants, conditions and easements and other matters, which include provisions for a private charge or assessment, as contained in the Agreement recorded November 28, 1988 in Official Records Book 6884, Page 602, together with the amendment, as recorded in Official Records Book 6947, Page 916, all of the Public Records of Pinellas County, Florida. [THIS SUBJECT PROPERTY IS THE SAME AS THE REAL PROPERTY AS DESCRIBED IN EXHIBIT A (Retail Property) OF yOFFICIAL RECORDS BOOK 6884, PAGE 602. THE PLOTTABLE EASEMENTS ARE SHOWN AS THE FOLLOWING ON THE MAP OF SURVEY: VEHICULAR INGRESS AND EGRESS EASEMENT =(D3); RETENTION POND = (D4); AND DRAINAGE PIPE _ (D5). THIS DOCUMENT ALSO CREATES A UTILITY EASEMENT DESCRIBED AS "under the Retail Property except that portion of the Retail Property improved or to be improved with vertical improvements ", A NON- PLOTTABLE EASEMENT THAT AFFECTS THIS SUBJECT PROPERTY] ITEM 10 - Easement in favor of GTE Florida Incorporated contained in instrument recorded November I, 1989 in Official Records Book 7121, Page 1472, of the Public Records of Pinellas County, Florida. [SHOWN AS (D6) ON THE MAP OF SURVEY) ITEM II - Easement in favor of City of Clearwater, Florida contained in instrument recorded October 11, 1989 in Official Records Book 7106, Page 2362, of the Public Records of Pinellas County, Florida. [SHOWN AS (D7) ON THE MAP OF SURVEY] ITEM 12- Affidavit confirming error on recorded plat as contained in the instrument, recorded April 11, 1989 in Official Records Book 6975, Page 2097, of the Public Records of Pinellas County, Florida. [SHOWN AS (DI) ON THE MAP OF SURVEY] ITEM 13 - Affidavit confirming error on recorded plat as contained in the instrument, recorded July 27, 1989 in Official Records Book 7051, Page 1817, of the Public Records of Pinellas County, Florida. [SHOWN AS (D2) ON THE MAP OF SURVEY) DRAWN LCSfROH FLORIDA DESIGN CONSULTANTS, INC. CHECKED I1 ENGINEERS, ENVIRONMENTALISTS, SURVEYORS a PLANNERS 3030 Starkey Blvd. New Port Richey FL, 34655 Tel, (727) 849 -7588 - Fox, (727) 848 -3648, QUALITY CONTROL Certificate of Authorization: LB 6707 State of Florida SUBJECT, BAYSIDE BRIDGE PLAZA ITEM 14 - Notice as contained 'in the instrument, recorded January 24, 1989 in Official Records Book 6923, Page 321, of the Public Records of Pinellas County, Florida. [THIS SUBJECT PROPERTY IS A PORTION OF THE REAL PROPERTY AS DESCRIBED IN EXHIBIT "A" OF OFFICIAL RECORDS BOOK 6923, PAGE 321.) ITEM 15 - Unrecorded Agreement doted March 15, 1988, between Jack H. Bray, d /b /a Richland Properties, and Mission Hills Condominium Association, Inc., a Florida non - profit corporation, the some being referred to in Exhibit B to Special Warranty Deed recorded in Official Records Book 8166, Page 485, which Agreement provides for the owner of Lots I and 2, South Oaks Fashion Square, according to the plat recorded in plat book 101, pages 57 and 58 (the "Property "): (i) to construct at its own expense an eight -foot masonry wall continuously along the West side of the Westerly easement separating the Property from the condominium development he "Development ") for which Mission Hills Condominium Association, Inc. is the homeowner's association; (ii) to maintain as open space the land formerly required to be dedicated for Landmark Drive along the Westerly boundary of the Property, if Landmark Drive is not dedicated to public use; (iii) to provide at its own cost sidewalk access from the Development to the Property, generally along State Road 590; and (iv) to restrict the height, the manner of lighting, and the hours of trash collection for any office buildings to be constructed on the Property, of the Public Records of Pinellas County, Florida. [THIS SUBJECT PROPERTY IS THE REAL PROPERTY AS DESCRIBED IN EXHIBIT "A" OF OFFICIAL RECORDS BOOK 8166, PAGE 485.1 ITEM 16 - Terms, conditions, agreements and other matters contained in Interlocal Agreement Between Pinellas County, Florida, and the City of Clearwater, Florida, recorded January 22, 1992 in Official Records Book 7791, Page 1559, of the Public Records of Pinellas County, Florida. [THIS DOCUMENT IS NON- PLOTTABLE AND AFFECTS THIS SUBJECT PROPERTY] ITEM 17 - The rights of the following tenants under occupancy leases for retail space at the insured lands: (A) Lease between Goral Tov, Ltd. and Seybold Fine Art, Inc., a memorandum of which was filed June 5, 1995 in Official Records Book 9011, Page 1383, of the Public Records of .Pinellas County, Florida. (B) Lease between Goral Tov, Ltd. and Brush Strokes Nail Studio, Inc., a memorandum of which was filed August II, 1995 in Official Records Book 9075, Page 963, [THESE DOCUMENTS WERE NOT SUPPLIED TO THIS SURVEYOR] ITEM 18 - Terms, conditions, restrictions, easements and other matters of that certain unrecorded Lease, between Marketplace, Inc., "Landlord" and Publix Super Markets, Inc., "Tenant" dated November 4, 1988 and Memorandum thereof recorded January 12, 1989 in Official Records Book 6916, Page 146, of the Public Records of Pinellas County, Florida, as affected by Subordination, Non-Disturbance and Attornment Agreement recorded in Official Records Book 8407, Page 2222, and Subordinated , Non - Disturbance and Attornment Agreement recorded in Official Records Book 9511, Page 641, of the Public Records of Pinellas County, Florida. [THIS SUBJECT PROPERTY IS A PORTION OF THE REAL PROPERTY AS DESCRIBED IN EXHIBIT B OF OFFICIAL RECORDS BOOK 6916, PAGE 146 AND OFFICIAL RECORDS BOOK 8407, PAGE 2222, AND IS A PORTION OF THE REAL PROPERTY AS DESCRIBED IN EXHIBIT A OF OFFICIAL RECORDS BOOK 9511, PAGE 641. THESE DOCUMENTS ARE NON-PLOTTABLE AND AFFECT THIS SUBJECT PROPERTY] ITEM 19 - Terms, conditions, restrictions, easements, and other matters of that certain unrecorded Lease, between Booth Market Place, Inc., "Landlord" and Walgreen Co., an Illinois corporation, "Tenant ", dated October 28, 1988, and the Memorandum thereof recorded November 28, 1988 in Official Records Book 6883, Page 1620, as ratified by Ratification of Lease recorded February 6, 1989, in Official Records Book 6931; Page 2018, as modified by Memorandum of Lease Modification recorded in Official Records Book 8958, Page 1114, of the Public Records of Pinellas County, Florida, as affected by Subordination, Non - Disturbance and Attornment Agreement recorded in Official Records Book 8407, Page 2230, and re- recorded in Official Records Book 8417, Page 503, and by Subordination, Non-Disturbance and Attornment Agreement recorded in Official Records Book 9481, Page 439 and recdrded in Official Records Book 9614, Page 807, of the Public Records of Pinellas County, Florida. [THIS SUBJECT PROPERTY IS A PORTION OF THE REAL PROPERTY AS DESCRIBED, IN EXHIBIT A OF THESE DOCUMENTS. THESE DOCUMENTS ARE NON- PLOTTABLE AND AFFECT THIS SUBJECT PROPERTY] ITEM 20 - Terms, covenants, conditions, any restrictions and easements and other matters of that certain unrecorded lease, between Goral Tov, Ltd., "Landlord ", and Central Florida Fitness Corp., D /B /A/ Gold's Gym 8c Fitness and Aerobic Center, "Tenant ", dated June 30, 1993, and Memorandum thereof recorded July 20, 1993 in Official Records Book 8342, Page 2121, of the Public Records of Pinellas County, Florida, as' affected by Subordination, Non - Disturbance and Attornment Agreement recorded in Official Records Book 8407 Page 2235, and re- recorded in Official Records Book 8417 , Page 510, and by Subordination, Non - Disturbance and Attornment Agreement recorded in Official Records Book 9511 , Page 647,'-of t'he Public Records of Pinellas County, Florida. [THESE DOCUMENTS ARE NON-PLOTTABL•E AND AFFECT THIS SUBJECT PROPERTY] ITEM 21•- Terms', conditions, restrictionS,, easements' and other matters of that certoin unrecorded Lease, dated April 8, 1992, between Clearwater Marketplace Partners, and Omega Resources, Inc., "Tenant" as assigned on January 31,. 1993, to Goral'Tov, Ltd., "Landlord and as amended by Addendum dated September 9, 1993, of the Public Records of Pinellas County, Florida, as affected by Subordination, Non - Disturbance and Attornment Agreement recorded in Official Records Book 8417, Page 495, and by Subordination, Non - Disturbance and Attornment Agreement recorded in Official Records Book 9614 , Pag'e 902, of the Public Records of Pinellas County, Florida. [THESE DOCUMENTS ARE NON- PLOTTABLE AND AFFECT THIS SUBJECT PROPERTY] ITEM 22 - Lease made Goral Tov, Ltd., Landlord to Classic Restaurants International, Inc., Tenant, a memorandum of which was filed December 27, 1993 in Official Records Book 8514, Page 2026, of the Public Records of Pinellas County, Florida, as affected by Subordination, Non - Disturbance and Attornment Agreement recorded in Official Records Book 9614 Page 882, of the Public Records of Pinellas County, Florida. [THESE DOCUMENTS WERE NOT SUPPLIED TO THIS SURVEYOR] ITEM 23 - Lease made Goral Tov, Ltd., Landlord to Neighorhood Car Care Center, Inc., a memorandum of which was filed May 22, 1995 in Official Records Book 8999, Page 223, of the Public Records of Pinellas County, Florida, as affected by Subordination, Non - Disturbance and Attornment Agreement recorded in Official Records Book 9511, Page 662, and Assignment and Assumption of Ground Lease to Morgan Tire and Auto, Inc. recorded in Official Records Book 11009, Page 338, of the Public Records of Pinellas County, Florida. [THESE DOCUMENTS WERE NOT SUPPLIED TO THIS SURVEYOR] ITEM 24 - Assignment of Lessors interest in Rents and Leases from Mallon, Miller far Wassink General Partnership to Republic Bank recorded May 4, 1995 in Official Records Book 8984, Page 1285, of the Public Records of Pinellas County, Florida, and rights of tenants in possession under any unrecorded leases from Mallon, Miller 8r Wassink General Partnerships indicated by said Assignment of Leases and Rents, [THESE DOCUMENTS WERE NOT SUPPLIED TO THIS SURVEYOR] ITEM 25 - The Financing Statement from Mallon, Miller & Wassink General Partnership, "Debtor ", to Republic Bank, "Secured Party ", and filed May 4, 1995 in Official Records Book 8984, Page 1293, as affected by UCC -3 recorded in Official Records Book 10705, Page 716, of the Public Records of Pinellas County, Florida. (THESE DOCUMENTS WERE NOT SUPPLIED TO THIS SURVEYOR) ITEM 26 - Interest of Mallon, Miller fk Wassink General Partnership, as indicated by Assignment of Rents and Leases recorded in Official Records Book 8984, Page 1285 and Financing Statement recorded in Official Records Book 8984, Page 1293, of the Public Records of Pinellas County, Florida. [THESE DOCUMENTS WERE NOT SUPPLIED TO THIS SURVEYOR] ' ITEM 27 - Lease made by Goral Tov> Ltd., to KYM Corporation, a memorandum of which was tiled November 2, 1995 in Official Records Book 9153, Page 59, as affected by Subordination, Non - Disturbance and Attornment Agreement recorded in Official Records Book 9511, Page 652, of the Public Records of Pinellas County, Florida. (THESE DOCUMENTS WERE NOT SUPPLIED TO THIS SURVEYOR) ITEM 28 - Terms, conditions and other matters as contained in Real Property Waiver filed June 21, 1996, in Official Records Book 9380, Page 2135 and Real Property Waiver filed May 12, 1996 in Official Records Book 9349, Page 616, of the Public Records of Pinellas County, Florida, and interest of No Holes Barred, Inc. d /b /a/ Chesapeake Bagel Bakery as disclosed therefore. [THESE DOCUMENTS WERE NOT SUPPLIED TO THIS SURVEYOR] ITEM 29 - Memorandum of Lease made by Goral Tov, Ltd., to Water Mart Leasing Corporation, a memorandum of which was filed March 29, 1995, in Official Records Book 8949, Page 759, as affected by Subordination, Non - Disturbance and Attornment Agreement recorded in Official Records Book 9511, Page 697, of the Public Records of Pinellas County, Florida. [THESE DOCUMENTS WERE NOT SUPPLIED TO THIS SURVEYOR] ITEM 30 - Assignment of Rents and Leases tram Goral Tov, Ltd., a Florida limited partnership, to Principal Mutual Life Insurance Company, an Iowa corporation and Principal National Life Insurance Company, an Iowa corporation, recorded September 20, 1993, in Official Records Book 6407, Page 2214, as assigned to Jackson National Life Insurance Company by assignment recorded in Official Records Book 9481, Page 383, of the Public Records of Pinellas County, Florida. [THESE DOCUMENTS WERE NOT SUPPLIED TO THIS SURVEYOR] ITEM 31 - Assignment of Leases and Rents from Goral Tov, Ltd. to Jackson National Life Insurance Company, as recorded in Official Records Book 9481, Page 423, and Assignment to Wells Fargo by Assignment recorded in Official Records Book 11871, Page 823, of the Public Records of Pinellas County, Florida. [THESE DOCUMENTS WERE NOT SUPPLIED TO THIS SURVEYOR] ITEM 32 - UCC -I Financing Statement between Goral Tov, Ltd. and Jackson National Life Insurance Co. recorded in Official Records Book 9481, Page 435, Os affected by UCC -3 recorded in Official Records Book 11429, Page 2627, and UCC -3 recorded in Official Records Book 11466, Page 2434. [THESE DOCUMENTS WERE NOT SUPPLIED TO THIS SURVEYOR) ITEM 33 - Memorandum of Lease between Goral Tov, Ltd. and Brown Group Retail Inc., said Memorandum dated August 9, 1994 in Official Records Book 8774, Page 1375. [THESE DOCUMENTS WERE NOT SUPPLIED TO THIS SURVEYOR] ITEM 34 - Memorandum of Lease between Goral Tov, Ltd. and No Holes Barred Inc. dated September 18, 1995, recorded in Official Records Book 9213, Page 1790. [THESE DOCUMENTS WERE NOT SUPPLIED TO THIS SURVEYOR] . ITEM 35 - Real Property Waiver between Goral Tov, Ltd. and No Holes Barred Inc, d /b /a Chesapeake Bagel Bakery recorded May 23, 1996 in Official Records Book 9349, Page 616. [THESE DOCUMENTS WERE NOT SUPPLIED TO THIS SURVEYOR] ITEM 36 - Real Property Waiver between Goral Tov, Ltd. and No Holes Barred Inc. d /b /a Chesapeake Bagel Bakery recorded June 21, 1996 in Official Records Book 9380, Page 2135. (THESE DOCUMENTS WERE NOT SUPPLIED TO THIS SURVEYOR] SHEET DESCRIPTION, ALTA /ACSM LAND TITLE SURVEY AND BOUNDARY SURVEY 2 10 -30 -07 REVISE SIGN ON EAST PROPERTY LINE (NO FIELD WORK REFORMED) 1 6 -13 -07 UPDATE SURVEY NO. DATE REVISIONS BY QUALITY CONTROL Section 9, Township 29 South, Range 16 East, City of Clearwater, County of Pinallas, State of Florida ITEM 37 - Collateral Assignment of Lease between Checkers Drive Inn '-.Restaurant: Inc. and Command Concessions, Inc. recorded October 8, 1997, in Official Records Book:.,986a,. =Page 1678. [THESE DOCUMENTS WERE NOT SUPPLIED TO THIS SURVEYOR) . ; ITEM 38 - Memorandum of Lease between Goral Tov, Ltd. and Command Concessions, Inc. d /b /a Checkers recorded December 11, 1997 in Official Records Book 9931, Page 1526. [THESE DOCUMENTS WERE NOT SUPPLIED TO THIS SURVEYOR] ITEM 39 - Memorandum of Sublease between Command Concessions, Inc. and Checkers Drive Inn Restaurant, Inc, dated October 6, 1997 in Official Records Book 9921, Page 1535. [THESE DOCUMENTS WERE NOT SUPPLIED TO THIS SURVEYOR] ITEM 40 - UCC -I Financing Statement between Checkers Drive Inn Restaurant, Inc. and Heller Financial Leasing, Inc. recorded June I, 2001 in Official Records Book 11401, Page 1864. [THESE'DOCUMENTS WERE NOT SUPPLIED TO THIS SURVEYOR] _. ITEM .41 - Unrecorded Lease as evidenced by Subordination, Non- Disturbance'and' "Attornment Agreement between Jackson National Life Insurance Company, Goral Tov, Ltd. and Command. Conoessions,.Iric.•d /b /a Checkers recorded December II, 1997 in Official Records Book 9931, Page 1530,'.[THESEi-DOC'UNIENTS WERE NOT SUPPLIED TO THIS SURVEYOR] . . i . ITEM 42 - Short Form Lease between Goral Tov, Ltd. And Dalfen U.S. Property Corporat1Ion and Beall's Outlet Stores, Inc. dated March 5, 1998, recorded in Official Records Book 10048, Page 749 and Confirmation of I -ease Term Agreement between Goral Tov, Ltd., Dalfen U.S. Property Corporation and Beall's Outlet Stores, Inc. recorded June 3, 1998 in Official Records Book 10117, Page 2496. [THESE DOCUMENTS WERE NOT SUPPLIED TO THIS SURVEYOR] ITEM 43 - Unrecorded Lease as evidenced by Subordination, Non - Disturbance and Attornment Agreement between Goral Tov, Ltd. and Opti -mart Inc. and Jackson National Life Insurance Company dated August 8, 1996 in Official Records Book 9511, Page 657. [THESE DOCUMENTS WERE NOT SUPPLIED TO THIS SURVEYOR) ITEM 44 - Unrecorded Lease as evidenced by Subordination, Non - Disturbance and Attornment Agreement between Goral Tov, Ltd. and A Shade Better, Inc., and Jackson National Life Insurance Company dated August 8, 1996 in Official Records Book 9511, Page 667. (THESE DOCUMENTS WERE NOT SUPPLIED TO THIS SURVEYOR] ITEM 45 - Unrecorded Lease as evidenced by Subordination, Non - Disturbance and Attornment Agreement between Goral Tov, Ltd., Sureside Smoothies, Inc. d /b /a Smoothies Caf9 and Jackson National Life Insurance Company dated August 25, 1996 in Official Records Book 9511, Page 672. [THESE DOCUMENTS WERE NOT SUPPLIED TO THIS SURVEYOR] ITEM 46 - Unrecorded Lease as evidenced by Subordination, Non - Disturbance and Attornment Agreement between Goral Tov, Ltd. and One Stop Auto parts, Inc. and Jackson National Life Insurance Company dated August I, 1996 in Official Records Book 9511, Page 677. [THESE DOCUMENTS WERE NOT SUPPLIED TO THIS SURVEYOR) ITEM 47 - Unrecorded Lease as evidenced by Subordination, Non - Disturbance and Attornment Agreement between Goral Tov, Ltd. and Mario J. Siciliano and Jackson National Life Insurance Company dated August 16, 1996, recorded in Official Records Book 9511, Page 682. [THESE DOCUMENTS WERE NOT SUPPLIED TO THIS SURVEYOR] ITEM 48 - Unrecorded Lease as evidenced by Subordination, Non - Disturbance and Attornment Agreement between Goral Tov, Ltd., and Dr. John Martin Bindeman and Jackson National Life Insurance Company dated August 8, 1996 in Official Records Book 9511, Page 687. [THESE DOCUMENTS WERE NOT SUPPLIED TO THIS SURVEYOR] ITEM 49 - Unrecorded Lease os evidenced by Subordination, Non - Disturbance and Attornment Agreement between Goral Tov, Ltd. and Diamond Binh and Jackson National Life Insurance Company dated August 13, 1996, recorded in Official Records Book 9511, Page 692. (THESE DOCUMENTS WERE NOT SUPPLIED TO THIS SURVEYOR] ITEM 50 - Unrecorded Lease as evidenced by Subordination, Non - Disturbance and Attornment Agreement between Goral Tov, Ltd., and Penelope B.•Overcast and Jackson National Life Insurance Company dated August 8, 1996, recorded in Official Records Book 9511, Page 702. [THESE DOCUMENTS WERE NOT SUPPLIED TO THIS SURVEYOR) ITEM 51 - Unrecorded Lease as evidenced by Subordination, Non - Disturbance and Attornment Agreement betwoen Goral Tov, Ltd., and Spirit Cleaners Inc. and Jackson National Life Insurance Company dated August 5, 1996, recorded in Official Records Book 9511, Page 707. [THESE DOCUMENTS WERE NOT SUPPLIED TO THIS SURVEYOR] ITEM 52 - Unrecorded Lease as evidenced by Subordination, Non - Disturbance and Attornment•`,'Agreement between Goral Tov, Ltd. and RNB Enterprises Inc., d /b /a West Coast Video of Clear water,f, and Jackson National Life Insurance Company, dated August 28, 1996, recorded in Official Records Book 9511, Page 712. [THESE DOCUMENTS WERE NOT SUPPLIED TO THIS SURVEYOR] ITEM :i3 - Unrecorded Lease as evidenced by Subordination, Non - Disturbance and Attornment Agreement between Goral Tov, Ltd, and General Electric Company and Jackson National Life Insurance Company dated August 13, 1996, recorded in Official Records Book 9511, Page 717. [THESE DOCUMENTS WERE NOT SUPPLIED TO THIS SURVEYOR] ITEM 54 - Unrecorded Lease as evidenced by Subordination, Non - Disturbance and Attornment Agreement between Goral Tov, Ltd. and JBG Associates, Inc. and Jackson National Life Insurance Company dated September 3, 1996, recorded in Official Records Book 9511, Page 722. (THESE DOCUMENTS WERE NOT SUPPLIED TO THIS SURVEYOR] : ITEM 55 - Unrecorded Lease as evidenced by Subordination, Non - Disturbance and Attornment Agreement between Goral Tov, Ltd. and NationsCredit Financial and Jackson National Life Insurance Company dated August i al Records Book 9614, Page 887. (THESE DOCUMENTS WERE NOT SUPPLIED TO THIS SURVEYOR] ITEM 56 - Unrecorded Lease as evidenced by Subordination, Non - Disturbance and Attornment Agreement between Goral Tov, Ltd. and Jill Somers and Jackson Notional Life Insurance Company dated December 5, 1996, recorded in Official Records Book 9614, Page 807. [THESE DOCUMENTS WERE NOT SUPPLIED TO THIS SURVEYOR] ITEM 57 - Unrecorded Lease as evidenced by Subordination, Non - Disturbance and Attornment Agreement betr�een Goral Tov, Ltd. and Stereorgma Cellular, Inc, and Jackson National Life Insurance Company dated August 5, 1996, recorded in Official Records Book 9614, Page 892. [THESE DOCUMENTS WERE NOT SUPPLIED TO THIS SURVEYOR] ITEM 58 - Unrecorded Lease as evidenced by Subordination, Non - Disturbance and Attornment Agreement between Goral Tov, Ltd. and Jolanta Tiatek and Jackson National Life Insurance Company dated September 2, 1996, recorded in Official Records Book 9614, Page 897. (THESE DOCUMENTS WERE NOT SUPPLIED TO THIS SURVEYOR] PREPARED FOR: COBS AND ERIN, P.A. CERTIFIED TO: COBB & EBIN, P.A. GORAL TOV ADA COMPLIANT LTD. CHICAGO TITLE INSURANCE COMPANY SURVEYOR AND MAPPER IN RESPONSIBLE CHARGE: . ROBERT C. WRIGHT JR. PROFESSIONAL SURVEYOR AND MAPPER LICENSE NUMBER LS 4965 STATE OF FLORIDA ORIGINAL 'IFbCe�II. IED [70,1 0 2, 2007 ?L'kigNING 't-.� e_' r;. TMENT CITY OF *u�.Er�)�1J1/ATER ALTA /ACSM CERTIFICATION To; Cobb & Ebin, P.A., Goral Tov ADA Compliant Ltd. and Chicago Title Insurance Company: This is to certify that this map or plat and the survey on which it is based were made In accordance with the "Minimum Standard Detail Requirements for ALTA /ACSM Land Title Surveys," jointly established and adopted by ALTA and NSPS in 2005, and includes Items I, 2, 3, 4, 7a, 7bl, 8, 9, 10, Ila, 13 and 14 of table A thereof. Pursuant to the Accuracy Standards as adopted by ALTA and NSPS and in effect on the date of this certification, undersigned further certifies that in my professional opinion, as a land surveyor registered in the state of Florida, the Relative Positional Accuracy of this survey does not exceed that which is specified therein, Date: 6 -19 -2007 LAST DATE OF FIELD WORK REVISION 1: 6 -19 -2007 THE MAP AND REPORT ARE NOT FULL AND COMPLETE WITHOUT THE OTHER SHEET INDEX, JOB NUMBER, EPN, StJRVEY MAP AND REPORT OR THE COPIES - THEREOF ARE NOT 2007 -0041 267 __ VALID WITHOUT THE SIGNATURE AND- E $F�}� 'Ate RAISED 1. SURVEYOR'S REPORT PROJECT DATA BASE, SEAL' OF A FLORIDA LI ED S V �lilJd'Yj?�AP%R. 2. MAP OF SURVEY AND LEGENDS 267 ) 10 ��.,.''�• 1C,q�*"? of FIELD BOOK NUMBER 8 PAGES, J 1 . . �• I 269 46 -56 �• , t / SHEET LAST DATE OF ORIGINAL FIELD WORK, 9 G J : e ADDITIONS OR DELETIONS TO SURVEY MAPS 9-4 -1996 ROBERT CC�� ;:," +;G T, J ' �- SCALE. PROFESSIONAL SU U(.0,��t ,,qq ND M�.pREF' ; OR REPORTS BY OTHER THAN THE SIGNING C NONE LICENSE NU S �'•'; l '4J� 17 .•'. {'� PARTY OR PARTIES IS PROHIBITED. STATE 0 " {,,,a ,DA <<� of c 0 .U) N E L a) CL C .r ft, L 3 0 3 a> U -0 0 0. Q) L_ `0 0 rn 0 .n 0 C 0 E -5 0. 0 U C 0 U -0 C 0 N M 3 0 0 U c rri C 0 N C 0 0 C rn V) Q) 0 0 `0 LL O 0 N J= I Q_ 0 0 IN ' ASPH E/P E/P _� \ J E/P ASPH ASPH E/P - - - 40 ACRE LINE (P) - -- - -- - -- - -- - -- - -- - - - -- ASPH ROAD (WIDTH VARIES) NE COR OF THE NORTH BOUND LANES NW 1/4 OF THE NW 1/4 , OF SEC 9- 29S- 16E(P) 2' CONC CURB S GRASS MEDIAN ASPH ASPH I 2' CONC CURB " SEE DETAIL "A" 1 -STY MAS MCMULLEN BOOTH ROAD (P, F) 2' CONC CURB ASPH ROAD (WIDTH VARIES) BLDG #1610 COUNTY ROAD 611 & 593 (P) SOUTH BOUND LANES 710 SO FT MOIL ASPH ROAD (WIDTH VARIES) "CHECKERS" SOUTH BOUND LANES WATERMAIN MARKER E /P -46 WE E/P & TOB E /P =46 7'E E/P & TOB E/P Z ""� LINE DIRECTION DISTANCE Section 9, Township 29 South, Range 16 East, 104,50 IM1111111111111L ABBREVIATIONS LEGEND T2-.50r- City of Clearwater, County of Pinallas, State of Florida N25'17 00'E Q 2J� Jr' Q jQQ AC A C = Acres = Air Conditioner FND FN &D =Found =Found Nail and Disk PID = Permanent Identification Number 500'49'1 9 W ._II1111111111111111"M I ADW = Asphalt Driveway FIFE = Finished Floor Elevation R PLS = Property Line = Professional Land Surveyor 900'4919 E 11111111111111111111 ADS = Advance Dralnoge Systems FN &TT = Found Nail and Tin Tab POB = Point of Beginning 5.00 1" = 50' ASPH = Asphalt FOP = Found Open End Iron Pipe POC = Point of Commencement v / I 1 B/C = Back of Curb FPB = Electric Power Box POL = Point on Line DOCUMENT LEGEND BCCM = Board of County Commissioners Minutes Book FPC = Electric Power Company PRM = Permanent Reference Monument 225.00 I� �r 0) BFPD = Back Flow Prevention Device FPP = Found Pinched Iron Pipe PSM = Professional Surveyor and Mapper (L) =legal Description Data BLDG = Building FRRS = Found Railroad S Pike PT =Point of Tangency \Point (P) = Plat Book 101, Pg 57 Data BNDY = Boundary FT = Feet PVC = Polyvinyl Chloride Pipe (D1) = Official Records Book 6975, Pg 2097 Data BW+F = Barb Wire Fence F/T = Fence Tie (R) = Recorded Data (D2) (D3) = Official Records Book 7051, Pg 1817 Data = Official Records (C) = Calculated Data FXC = Found X -cut RCP = Reinforced Concrete Pipe (04) Book 6884, Pg 602 Exhibit D Data = Official Records Book 6884, Pg 602 Exhibit E Data C/C CCCL = Covered Concrete G/A = Guy Wire Anchor RLS = Registered Land Surveyor (D5) = Official Records Book 6884, Pg 602 Exhibit F Data 83.85 = Coastal Construction Control Line GE = Grate Elevation RNG =Range (D6) = Official Records Book 7121, Pg 1472 Data CCR = Certified Corner Record GI = Grate Inlet R/W =Right of Way (D7) = Official Records Book 7106, Pg 2382 Data CDW = Concrete Driveway GV = Gas Valve S = South 109.15 S66-0010" W CI � =Curb Inlet = Center Line IE = Invert Elevation SCM = Set Concrete Monument, 4'x4 ", PRM LB 6707 966'0514 E 02'52 56 - C22 D6 INV = Invert SCM(W) = Set Concrete Monument, 4 "x4 ", FDC LB 6707 WITNESS PT E/P 46.1 E R/W PER ORB E/P =46.7 E E /P= 46.1'E E/P & TOB E /P= 42.9'E CLF = Chain Link Fence LB = Corporate Certification Number SEC - CONC S W 6688 PG 204(P) 89'52'58 "W(D3) CM = Concrete Monument = Section POC(D7) MES " - LP =Light Pole SHW = Seasonal High Water Elevation MES GI 2.00'(D3) FIR 5/8 VALE IN CONC DMH RAILROAD CROSSING GATE CMP Corrugated Metal Pie LS = Licensed Surveyor 9 I POB(D6) BUS STOP 14' x22 "ERCP(S) 14 "x22 "FRCP 14 "x22 "ERCP N _ g p - SIR = Set 5 -0- SWALE 14' x......... 18' RCP(E) SWALE (S) ( ) SWALE FDC LB 6 707 6 "PVC (N) /8 "Iron Rod and Cop, FDC LB 6707 - . 6"P VC T I n FCM 4 "X4" ) = and p, FDC LB 6707 WITNESS PT • ......................... UTILITY CO - Clean out MAS = Masonry " " " " " " " " " " " • ;��' • • • " " " " " " � •FCM 4 "X4' CONC WALL (SW) FIR 5 8 SIR(W) Set 6/8 "Iron Rod Ca S /w =3.1'E CONC p VAULT � CONC = Concrete PRM 2827 MES =Mitered End Section PRM 2827 B SB w /P =1.o'E, o.a'N (0.7' WIDE) RLS 1982 SMH = Sanitary Manhole TP G/A=O.a'E TOB 0 8' CONC S/W 500.07 02 W P F 06 C s /w =3.2'E 8' CONC S W EB TOB TOB B 0.03'$, 0.37'W & 6'CLF • • 0 , 1. MH = Manhole = orner SN &D = Set Nail and Disk, FDC LB 6707 7E CPB =Condo Plat Book MHW =Mean High Water SN &D(W) =Set Nail and Disk, FDC L8 6707 WITNESS PT O / W P =1.3'E 0 739.26 P F D6 Wy S /w =2.3'E 8' CONC S/W wv S /w =a.1'E C C19 U /P =1.6'E C1 S/W =1.4'E w P \ 6 -OHW C S = Concrete Slab SQ = Square 8 -aHW - . . P -nHW -pFtW. _ -E /P= 14.1'N 252.00'(P)' w /P =1.4'E ' P � - • s, -qH / MOL = More or Less D a - J N00'07'02 "E(D6) 0.3'E 739.38' D6) w /P =1.5'E 40.00'(03) u W /T =4.7'W />' -a.t W C8 u `� GI =t.s's C/T =Curb Tie N =North 4 - � - - -� - - -- - ( 2 6 F SR = State Road �- -` '- -� - � O 24 "RCP ENE DB = Deed Book N C = No Cap STY = Story Cl Z F� ! i I al, � � I I I GI C14 'tJ (ENE) / , - a T TYP I t-- Y w 112 "x22 "ERCP(N OB ( ) ! { M TA &'PL ISTIC SIGN ; ( i S00'Q7'02 "W(D3)I I ! I i 249.60'(03) ! ! I e �• 6 "PVC (NNW) DCVA = Double Check Valve Assembly N/F =Not Found )) { SWFWMD = Southwest Florida Water Management District ----",) j I i I I 21171 O I ( ) I O DNR = De artment of Natural Resources NAD =North American Datum S W = Sidewalk S METAL & f i ,I, 18 "RCP N 1.-�I C1 / I 24 "RCP(E `1I i I I 101 G E ,ESMT(D6 , j ! METALI& RLASTIC SIGN 22 U I I i ! C o 0 24'RCP SW 3 PLASTIC I ! I MH 1 j l "PVC (S) ice: I I i ! I !S y CITY OF ST. PETERSBURG WATER P ( I GI IS c j I I i I E i ! I I I / 18 "RCP(W) SIGN 8 "PVCSN) I O \ LINE ESMT PER DB 1465 PG 175(P) DEPT = Department NAVD =North American Vertical Datum 24" RCP(N) 8 "PVC E S89'52'58"E D3 CROSS ESMT D3 M 8" CONC CURB (TYP) TBM = Temporary Benchmark j ^ I 18" RCP (S) t) . ( ) - - - - ( ) c0 �\ DMH DIA = Diameter NGS = National Geodetic Survey () 8 "PVC S) GI ® CONC RAMP(TYP) Y TOB =Top of Bank �^ " Nj 42.00'(03) -® D I w /T =a.1'N 36 "RCP (N) DIP = Ductile Iron Pipe NGVD = National Geodetic Vertical Datum I TRAV = Traverse CONTROL d 8 "PVC(W) 18 "RCP NNE) 01 900'07'02 "E(D3) 299.60'(D3) ggpH 00 G STRUCTURE . E/P 18 "RCP�S) Vi O SMH GI C/S ^ 075 615,3 • \ 36 RCP (SW) DMH = Dralnoge Manhole NP = Normal Pool Elevation TYP ' o POND w O _ _ I I p, i ! 8 "PVC N 36 "RCP S) (0 GI E = East (TYP) = Typical rn 24 "RCP (NE) a O F I I I 8 "PVC (S; 36 "RCP �W) - - - - 36 "RCP (NNE) (NR) = Non Radial TWP = Township 00 3•• 6 i �� 36 "RCP SSW ECMP = Elliptical Corrugated Metal Pipe 0/A = Overall 00 ! 2 * ) U/P = Utility Pole y ♦ _..____ . / / 1 EL = Elevation OHW = Overhead Wire I I DRAINAGE & ?� ` " "" / - O / / / '4� !' . Y vcP = vitrified Clay Pipe 1 m CONC r CONC S W TYP CONC C/S ! / /./ ,` /' CONC WALL EOW = Edge of Water ORB = Official Record Book Y P 6'�i C W = West (\ <o = I SMH _ _ , __ CONC ;' I- -- - 8 C/C FP i O < // / (4) (O, 7' WIDE) E/P = Edge of Pavement J (PA) = Property Appraisers Map Data W/ = With UTILITY ESMT P w� 8"PVC(S) J ASPH 6 __- - -•• -• j \ !- & 6'CLF FRCP = Elliptical Reinforced Concrete Pipe PB =Plat Book W/F =Wood fence I I _ Z I I,'' ;' 9 468.6' , :54.1' - I ! / SMH O C/g to ESM = Easement zo 0 ._ -_. ... - - - - O 8 "PVC (N 2- O. Q1 PC = Point of Curvature ( T WM =Water Meter a0 0 ; ", a 10 ' m _. 15 I !' a "PVC sw :' , C' () PCED = Pinellas Count Engineering Department WUP = Wood Utility Pole TOB =3.4'5 QO 0) 11 a I.' - ,- 1 -STY MAS , ce -- ; F = Field Data 0 a O._. ! 0 i / % , G� fit Y 9 9 P y 00 _ _._ tf) W I ;_'';'',,;,I I /BLDG #1600 C/c c1 - j ` / �O \ �� 2� J� FCM =Found Concrete Monument PACED =Pasco County Engineering Deportment W/T =Wall Tie LI_ __.-._.__ '- CONC RETAINING WALL ^ CL - --- ! DRIVE 0 0 - MAS WALL' ' FD = Florida Department of Transportation PCSD = Pinellas Count Survey Deportment M 1 3 390 SO � z z /' ' P Y Y P wv =Water Valve 01-N 4 - 0.T WIDE (TYP) `. O ' THRU 0 0 _- TYP Cn 4 2 N W D '. -`- _ - GRAS o FT MOL "' TELLERS v o -" 8 - \ ( ) t11� �� •, ab FH =Fire Hydrant PACED = Pasco County Survey Department = Degrees • , _ --•-- - - - -- "BANK OF ! 8C - / - � • Q FIR =Found Iron Rod and Cap PCP = Permanent Control Point xx' I ° SOO- 49'19 "W P I �' ==- 589'10'41 "E P () z = ® rn Na FN =Found Nall X% =Minutes (Bearings) () 110.00' P O o 8 AMERICA" i GI t '' / / ROOF OVER- O , PG(S) =Pages = Seconds (Bearing) I 35.00'(P) O - 0 •-- - - --. S - - / 36''RCP" SSE t>' ✓ - m N89'10'41 "W(P) 0 469.5. / ( )! /' I % LEGAL DESCRIPTION LEGAL DESCRIPTION: Lot I, SOUTH OAKS FASHION SQUARE, according to the map or plat thereof as recorded in Plat Book 101, Pages 57 and 58, of the Public Records of Pinellas County, Florida. TOGETHER WITH non - exclusive easements for vehicular ingress and egress as defined in Article I and for drainage and storm sewer as defined in Article III of that certain Agreement dated November 22, 1988, recorded November 28, 1988 in Official Records Book 6884, Page 602, of the Public Records of Pinellas County, Florida, as amended in Official Records Book 6947, Page 916, of the Public Records of Pinellas County, Florida, more particularly described as follows: GENERAL NOTES r` l i a ..i:' TOAUATINSHIP i RANGE .. PINELLAS COUNTY, FLORID-A I P'1 ^ATIr1A1 KAAM DRAWING INDEX SHEET SHEET DESCRIPTION 1 COVER SHEET 2 SITE PLAN 3 SITE DETAILS 1. THE JURISDICTIONAL AGENCY FOR THIS PROJECT IS THE CITY OF CLEARWATER. EXISTING REQUIRED 0 2 z Y 827 SPACES (N /A)[1' CHECKERS (RESTAURANT) CR 59 11 SPACES (15 SPACES / 1000 SF) I I�VUtC. LOCATION 10 SPACES 10 SPACES (3 SPACES / 1000 SF) LAND USE DATA 2. THE LOCATION OF EXISTING UTILITIES ARE APPROXIMATE AS SHOWN ON THE PLANS. TOTAL PARKING SPACES 857 SPACES 857 SPACES[21 (INCLUDING HANDICAP) �P� HANDICAP SPACES 22 SPACES 17 SPACES (2% OF TOTAL SPACES) [11 THE RETAIL PARKING RATIO IS 5.01 (827/164,995). (REQUIRED COMMERCIAL RATIO IS 5/1000.0 [21 THE REQUIRED PARKING BASED ON 3. A COMPREHENSIVE LANDSCAPE APPLICATION IS BEING SUBMITTED AS PART OF THE TERMINATION OF NON— CONFORMANCE REQUEST. IS 843 SPACES. SEE SHEETQ2 3 OF 3 FOR SHARED PARKING CALCULATIONS TABULATION. [31 AS REQUESTED BY DRC, SEVERAL EXISTING PARKING SPACES ARE BEING DELETED TO PROVIDE ` SEE SHEET 2 OF 3 FOR LOCATION OF DELETED SPACES. EXISTING REQUIRED (PLEASE REFER TO LANDSCAPE PLANS BY ROBERSON GROUP, INC. C'gG�yOp DREW STREET 4. THE SITE IS LOCATED WITHIN FLOOD ZONE X, PER FLOOD INSURANCE RATE MAP COMMUNITY PANEL N0. 12509601276, DATED 4. THE sF� CLEVELAND CAMPBELL CAUSEWAY ZONING DISTRICT IRT (INDUSTRIAL, RESEARCH AND IRT (INDUSTRIAL, RESEARCH AND . GULF TO BAY BLVD SR 60 COURTNEY ,� TECHNOLOGY DISTRICT ) TECHNOLOGY DISTRICT ) ° DRUID ROAD USE SHOPPING COMPLEX SHOPPING COMPLEX 5. THE STORMWATER MANAGEMENT SYSTEM FOR THIS PROJECT WAS APPROVED BY SWFWMD PERMIT NO. 004763.000, ON 1/25/1989. 1. Q 6. FOR EXISTING TREE INFORMATION, REFER TO TREE SUREVEY BY FDC, DATED 11/12/2007. LOT AREA TOTAL 823500 89 SF TOTAL 823500.89 SF LLEA R ROAD BLD TAMPA BAY 18 90 AC 18.90 AC OS oP BUILDING COVERAGE (MAIN COMPLEX) 164,995 SF 164,995 SF ~ ¢ BUILDING COVERAGE (CHECKERS) 710 SF 710 SF titi BUILDING COVERAGE (BANK) 3,390 SF 3390 SF �1 Qom BUILDING COVERAGE (TIRE STORE) 6,105 SF 6105 SF Q'i WEST BAY DR EAST BAY DR �'ops� TOTAL BUILDING COVERAGE 175,200 SF 175,200 SF 4tiQ FLOOR AREA RATIO � 0.21 0.75 00 r IMPERMEABLE 436,125 SF (0.53) 452,926 SF (0.55) SURFACE RATIO MINIMUM SETBACK TO BUILDINGS: FRONT 62.4' 20' SIDE 24.7' 15' REAR 63.3' 15' APPLICANT WOOLBRIGHT DEVELOPMENT INC. 3200 N. MILITARY TRAIL 4TH FLOOR, BOCA RATON, FL, 33431 PHONE: 561- 989 -2240 FAX: 561- 994 -5012 i oil- co rn 3 O 00 0 O N tov 0 3 a ui U I n m m c 0 a 0 N 0 0 0 N Y PROJECT TEAM CIVIL ENGINEER FLORIDA DESIGN CONSULTANTS INC. 3030 STARKEY BLVD. NEW PORT PORT RICHEY, FL 34655 PHONE: 727 - 849 -7588 FAX: 727 - 848 -3648 LANDSCAPE ARCHITECT ROBERSON RESOURCE GROUP, LLC 3152 LITTLE ROAD, NO 113 TRINITY, FL, 34655 PHONE: 727 - 255 -4258 FAX: 727 -376 -8645 e PREPARED FOR: u , � E I s $ 1,NC_1,. 32 0`0 11,111 MILITARY t TRAIL Tel: (727) 849 -7588 - Fax; (727) 848 -3648 E. B. No. 7421 MINIMUM SETBACK TO OTHER STRICTURES: NORTH EAST SOUTH WEST PAVED VEHICULAR AREAS PARKING LOT INTERIOR LANDSCAPING PARKING CALCULATIONS: 0 4.5' (PVM'T) 20' 10.5' (PVM'T) 20' 10.0' (PVM'T) 15' 0.0' (PVM'T) 15' 436,125 SF 436,125 SF 43,615 SF 43,615 SF (10% OF VEHICULAR AREA) (10% OF VEHICULAR AREA) SITE PLAN APPROVED CASE # r-10, Via. v� CASE TYPE DRC DATE 2 CDB DATE SIGNATU E DATE — Octavio Cabrera DEC 1 3 2002 FL PE. No. 14663 09 ..ems._ Q PROPOSED I E n. c au 3 851 SPACES [31 = 0 s 3 IU 0 ' a a� / o Q, O C O E N a a� U C 09981W AL IRE'" D o DEC 14 2007 3 pnNNING CIF f (OF CLEgftt3Tr.. U C 0 0 U C rn .N a� O p REV DATE: 12/10/2007' � REV. DATE: 11/9/2007 0 DATE: 10/25/07 ,JOB NO. 2007 -0041 _,,EPN #267 0 EXISTING REQUIRED MAIN COMPLEX (RETAIL) 827 SPACES 827 SPACES (N /A)[1' CHECKERS (RESTAURANT) 11 SPACES 11 SPACES (15 SPACES / 1000 SF) BANK (OFFICE) 10 SPACES 10 SPACES (3 SPACES / 1000 SF) TIRE STORE (VEHICLE SERVICE) 9 SPACES 9 SPACES (1.5 SPACES / 1000 SF) TOTAL PARKING SPACES 857 SPACES 857 SPACES[21 (INCLUDING HANDICAP) HANDICAP SPACES 22 SPACES 17 SPACES (2% OF TOTAL SPACES) [11 THE RETAIL PARKING RATIO IS 5.01 (827/164,995). (REQUIRED COMMERCIAL RATIO IS 5/1000.0 [21 THE REQUIRED PARKING BASED ON SHARED PARKING CALCULATION IS 843 SPACES. SEE SHEETQ2 3 OF 3 FOR SHARED PARKING CALCULATIONS TABULATION. [31 AS REQUESTED BY DRC, SEVERAL EXISTING PARKING SPACES ARE BEING DELETED TO PROVIDE ADDITIONAL LANDSCAPING ISLANDS, SEE SHEET 2 OF 3 FOR LOCATION OF DELETED SPACES. SITE PLAN APPROVED CASE # r-10, Via. v� CASE TYPE DRC DATE 2 CDB DATE SIGNATU E DATE — Octavio Cabrera DEC 1 3 2002 FL PE. No. 14663 09 ..ems._ Q PROPOSED I E n. c au 3 851 SPACES [31 = 0 s 3 IU 0 ' a a� / o Q, O C O E N a a� U C 09981W AL IRE'" D o DEC 14 2007 3 pnNNING CIF f (OF CLEgftt3Tr.. U C 0 0 U C rn .N a� O p REV DATE: 12/10/2007' � REV. DATE: 11/9/2007 0 DATE: 10/25/07 ,JOB NO. 2007 -0041 _,,EPN #267 0 40 ACRE LINE P POL = Point on Line - - - - - - - - - - - - - - - - - - ec r c ower ox 11 - - - - - - - - - - - - - BCCM = Board of County Commissioners Minutes Book FPC = Electric Power Company DOCUMENT LEGEND PRM = Permanent Reference Monument ASPH ROAD (WIDTH VARIES) BFPD = Back Flow Prevention Device FPP = Found Pinched Iron Pipe PSM = Professional Surveyor and Mapper NE COR OF THE NORTH BOUND LANES BLDG = Building FRRS ,, =Found Railroad Spike PT = Point of Tangency \ Point NW 1/4 OF THE NW 1/4 2' CONC CURB _ BNDY = Boundary OF SEC 9- 29S- 16E(P) L = Legal Description Data S (Di = Official RecoOrds Book 975, P 2097 Data y F� = Feet PVC = Polyvinyl Chloride Pipe GRASS MEDIAN (D1) 9 BWF =Barb Wire Fence F T =Fence Tie (R) = Recorded Data ASPH 2' CONC CURB C = Calculated Data FXC = Found X -cut I (D2) = Official Records Book 7051, Pq 1817 Data () RCP = Reinforced Concrete Pipe 2' CONC CURB / y RLS = Registered Land Surveyor ASPH GRASS MEDIAN D4 = Official Records Book 6884, P 602 Exhibit E Data CCCL = Coastal Construction Control Line GE = Grate Elevation RNG = Range I ® (D3) Official Records Book 6884, Pg 602 Exhibit D Data C/C = Covered Concretes G A Guy Wire Anchor EXISTING RAMPS SEE DETAIL "A" (D4) g 1 -STY MAS McMULLEN BOOTH ROAD (P F) 2' CONC CURB (D5) = Official Records Book 6884, P 602 Exhibit F Data HAVE TRUNCATED • 9 CCR =Certified Corner Record GI =Grate Inlet R/W =Right of Way DOME WARNING ( ) BLDG 1610 ( ) (D6) = Official Records Book 7121, Pg 1472 Data ASPH ROAD WIDTH VARIES # COUNTY ROAD 611 & 593 P � ASPH ROAD (WIDTH VARIES) (D7) = Officio) Records Book 7106, Pg 2382 Data COW = Concrete Driveway GV =Gas Valve S =South STRIPES SOUTH BOUND LANES 710 SO FT MOL Cl =Curb inlet IE = Invert Elevation SOUTH BOUND LANES SCM = Set Concrete Monument, 4 "x4 ", PRM LB 6707 = Center Line INV = Invert /P=4 MAIN M "CHECKERS" CLF = Chain Link Fence LB = Corporate Certification Number SEC - Section CHECKERS SCM(W) Set Concrete Monument, 4 "x4 ", FDC LB 6707 WITNESS PT E P_46.7'E E/P & TOB E /P- 46.7'E E /P= 46.5'E E/P & TOB E /P= 46.1'E R/W PER ORB / - E /P= 46.1'E E/P & TOB E /P= 42.9'E P .89'52'58 "W(D3) „ CM = Concrete Monument LP = Light Pole SHW - Seasonal High Water Elevation 6688 PG 204(P) / DMH CMP Corrugated Metal Pie LS Licensed Surveyor SIR = Set 5/8 "Iron Rod and Cap, FDC LB 6707 I CONC S W FIR 5 8 VALE IN CONC RAILROAD CROSSING GATE POC(D7) MES MES GI 2.00'(D3) = P yo POB(D6) BUS STOP SCALE 14 "x22'ERCP(S) 14 "x22 "FRCP N 18 "RCP(E) SWALE 14 "x22 "ERCP(S) 14 "x22 "FRCP(.) SWALE FDC LB 6707 , , . 66PVC SW b UTILITY F " CO =Clean out MAS = Masonry SIR(W) =Set 5/8 "Iron Rod and Cap, FDC LB 6707 WITNESS PT - ) ................. ................ ............................... FCM 4 "X4" CONC WALL ( ) I FIR 5 8 CONC = Concrete FCM 4 "X4" ............................... ............................... ' CONC Q VAULT MES = Mitered End Section SMH = Sanitary Manhole s W =3.1'E PRM 2827 (0.7' WIDE) RLS 1982 CDR = Corner MH - Manhole SN &D = Set Nail and Disk, FDC LB 6707 PRM 2827 s6 W /P= 1.O;E, 0.8'N TOB ® © TOB 02 TOB 0.03'S, 0.37'W & 6'CLF a G A-I:tE CPB =Condo Plat Book MHW =Mean High Water B G /A=0.4 E S W p =0.7 E 9 SN &D(W) = Set Nail and Disk, FDC LB 6707 WITNESS PT EB 8' CONC S/W SOO.O7 02 W P F D6 © =3.2�E OHW 8' CONC S/W - W p =1.3'E -QKw• 739.26 P F D6 tvv S /W= S' CONC S/W qH S /W =4.1'E C C19 U /P =1.6'E Cl - S /W= .4'E 6 -OHW C/S = Concrete Slab MOL = More or Less SQ = Square a -OHW ... - /r =a.i'w CS �� C/T =Curb Tfe N =North 252.00' P • w P =1.4'E ~O.SE w /P =1.5'E 40.00'(D3) w T -a•7'w GI =1.6's SR =State Road E /P= 14.1'N 0 () / - N00'07'02 "E(D6) EB 739.38' D6) /_ •� 22 6' o DB =Deed Book N C = No Ca - ®- rT _ \ a 24 "RCP (ENE) / P STY Story a CI Z F� �- I GI Ci4 00' 7'0 "W O3) ^ 2 9.6 '(D) ~� rn "'• 6 "PVC (NNW) DCVA = Double Check Valve Assembly N/F = Not Found SWFWMD = Southwest Florida Water Management District w 112 "x22 "ERCP(N) TOB (TYP) 11 M TA & PL STI SIN 0 G E IES�T 106 11 9 ./.. I 18 "RCP (N) I ( 1 ( UO 11 l0 I �` as �y� N CIN OF ST. PETERSBURG WATER DNR = Department of Natural Resources NAD = North American Datum S/W = Sidewalk `r ME AL & LA TIC SIG () I METAL & M 4 6 "PVC (S) 24' RCP SW) II PLASTIC I I I o to ` LINE ESMT PER DB 1465 PG 175(P) DEPT = Department NAVD =North American Vertical Datum TBM = Tem orar Benchmark i ( ) SIGN GI 8 "P C ) �� M 8" CONC CURB (TYP) P Y 18 "RCP(W 24" RCP N) 8 "PVC�E) * *C 2 O 589'52'58 "E(D3) CROS ESMT(D3) *C a- <� S - DMH OIA - Diameter NGS = National Geodetic Survey TOB = Top of Bank CONC RAMP TYP d ^ I #2 18" RCP�S) 8 "PVC S) GI ® C ( ) M 42.00'(D3) © O D 36 "RCP (N)) DIP = Ductile Iron Pipe NGVD = National Geodetic Vertical Datum TRAV = Traverse �^ O '- N00.07'02 "E D3 299.60'(D3) gSPH .- 1- 00 ' 0 36 "RCP (SW p 8 "PVC�W) 18 "RCP NNE) '- SMH ( ) GI 10 C S C'j� 633 •0 \+ 5�, DMH = Drainage Manhole NP = Normal Pool Elevation (TYP) = Typical 1 o CONTROL .i E/P 18 " RCP �S) Nj Or' SQ ) 36 "RCP S NR =Non Radial o STRUCTURE POND + 8 "PVC N () E = East O I O I 8 "PVC S 36 "RCP (W) - - -- i 0 Q ( ) TWP = Township . m I 24 "RCP (NE) a I F - -- 6 i� i 2 ) © / �1 /� ECMP = Elliptical Corrugated Metal Pipe O/A = Overall U/P = Utility Pole O -- - r % / / Y GI 9 VCP = Vitrified Cloy Pipe to �� / EL = Elevation W =West 1 OHW = Overhead Wire z CO.0 S W TYP CONC C S g EOW = Ed a of Water ORB = Official Record Book f DRAINAGE & z m OS CONC I, _ / � (4) 36 "RCP (NNE w o SMH ____._ CONC r CB CB C C F 3 ( ) E/P = Edge of Pavement (PA) = Property Appraisers Map Data W/ = With LL a ° / ASPH - 36 "RCP SSW) UTILITY ESMT(P) I8 "PVC(S) _1 - a O \ ERCP = Elliptical Reinforced Concrete Pipe PB = Plot Book W/F = Wood Fence I v - z 8 "PVC W) --- I 3 468.6' • / /54.1' . / - - - _ I5 8MPVC N) '(/ • C/S n O• (0.7C WIDE) EF MT =Field Data PLED =Pine lasf County Engineering Department WUP =Wood Ut lit r Pole 00 v _ / Y 11 fir° Q a _ 10 - /' 1 -STY MAS c _... _ - /� s "PVC �SW) / �o �' & s'cLF ( ) _ o FCM = Found Concrete Monument PACED = Pasco Count Engineering Department W T = Wall Tie O roe =3.a's ao o F l !BLDG #1600 '/ C/C ° -_ i // �� \ �cP tJn FOOT = Florida Department of Transportation PCSD = Pinellas County Survey Department WV = Water Valve 01 v1 I � .. U U -- T -- / MAS WALL P P LO W F, P1 '- CONC RETAINING WALL Q^ m - - i� 3,390 SO i. DRIVE zo z 1 �, -- TYP Cn 0.7' WIDE (TYP) I� a 1 ° - - - -- N FT MOL N' THRU U o� ( ) �� -, FH =Fire Hydrant PACSD =Pasco County Survey Department xx' = Degrees 4.2'N W > -____ a m TELLERS 18 - (i1 FIR = Found Iron Rod and Cap PCP = Permanent Control Point GRAS = i „ , b__ -• / \ r f, ' xx' = Minutes (Bearings) _.____. BANK OF / -- _ r- o rn FN = Found Nail PG (S) = Pages I Q r= 1 500'49'19 "W(P) �} U - / // O rn () 9 xx" = Seconds (Bearing) '� HANG OTYPR '� \ �_- AMERICA" - - - GI - / PI =Point of Intersection xx' =Feet Distances) ) I I �+- 589'10'41 "E(P) 110.00'(P) o o 8 - S + / 36' RCP"• SE) ✓ ti� � �,y I _ °� jai N89'10'41 "W(P) �__ _ 35.00'(P) -� 469.5 / 6' CLF ° / 54.0'/ �/ 15 "RCP SW). - L I `a C 66.0 ❑ A/C UNIT 35,00'(P) 00 00 "° � LS 6' W/F 36 "RCP` NW) - p d (4) I 04 POB(D7) 98.6'/ / / / / I a C/S A/C UNITS CONC �l / DUMP ✓ �� N Q 1 g M I I L STY MAS 900'49'19 "(P) GRASS MAS WALL(TYP) // ; f C C C $9E�� J o .� i•- I N BLDG #1620 82.00'(P) ASPH a (1� _.. 60.00' P � 6,105 SO FT MOL � -- � // �� o 900'49'19 W(P) 25. "TIRES PLUS" / Yo FP c9� 36 "RCP GI N) ASPH �- - SQL /0 6��P / 8 "PVC NNE w W p O / 3 , F SMH U� o O I 66,2 QS 36 "RCP �SE i / l I /� 72 3' 27.9. G• / E/p nM GI 18 "RCP (SW) _ _ w 21 -" , , / 7' CONC S/W / / / / SMH E P / 8 "PVC �SSW� -> >. 'Q w /7 -2.5's CONC �/ o �i� ® 8 „PVC E ® 6 „PVC (E) ® L -r- ' � ' �� j• WW �O I 30'RCP (S) - - -� V J _ II \ / CONC FLUME (SW) � JII LINE TABLE ABBREVIATIONS LEGEND DISTANCE L1 D6 S25.17 00 W 104.50 ASPH ASPH AC = Acres FND = Found PID = Permanent Identification Number 98.30 ASPH 0 25 50 100 1 A/C = Air Conditioner FN &D = Found Nail and Disk R = Property Line 10.00 E/P \ / / \�- ADW = Asphalt Driveway FFE = Finished Floor Elevation PLS = Professional Land Surveyor 10.00 E/P E/P E/P ADS = Advance Drainage Systems FN &TT = Found Nail and Tin Tab Poe = Point of Beginning 5.00 1" = 50, ASPH = Asphalt FOP = Found Open End Iron Pipe POC = Point of Commencement 100.86 .12'06 20 W B/C = Back of Curb FPB = CI t i P B 75.29 §01'24 08"-E 00'44 24 40 ACRE LINE P POL = Point on Line - - - - - - - - - - - - - - - - - - ec r c ower ox 11 - - - - - - - - - - - - - BCCM = Board of County Commissioners Minutes Book FPC = Electric Power Company DOCUMENT LEGEND PRM = Permanent Reference Monument ASPH ROAD (WIDTH VARIES) BFPD = Back Flow Prevention Device FPP = Found Pinched Iron Pipe PSM = Professional Surveyor and Mapper NE COR OF THE NORTH BOUND LANES BLDG = Building FRRS ,, =Found Railroad Spike PT = Point of Tangency \ Point NW 1/4 OF THE NW 1/4 2' CONC CURB _ BNDY = Boundary OF SEC 9- 29S- 16E(P) L = Legal Description Data S (Di = Official RecoOrds Book 975, P 2097 Data y F� = Feet PVC = Polyvinyl Chloride Pipe GRASS MEDIAN (D1) 9 BWF =Barb Wire Fence F T =Fence Tie (R) = Recorded Data ASPH 2' CONC CURB C = Calculated Data FXC = Found X -cut I (D2) = Official Records Book 7051, Pq 1817 Data () RCP = Reinforced Concrete Pipe 2' CONC CURB / y RLS = Registered Land Surveyor ASPH GRASS MEDIAN D4 = Official Records Book 6884, P 602 Exhibit E Data CCCL = Coastal Construction Control Line GE = Grate Elevation RNG = Range I ® (D3) Official Records Book 6884, Pg 602 Exhibit D Data C/C = Covered Concretes G A Guy Wire Anchor EXISTING RAMPS SEE DETAIL "A" (D4) g 1 -STY MAS McMULLEN BOOTH ROAD (P F) 2' CONC CURB (D5) = Official Records Book 6884, P 602 Exhibit F Data HAVE TRUNCATED • 9 CCR =Certified Corner Record GI =Grate Inlet R/W =Right of Way DOME WARNING ( ) BLDG 1610 ( ) (D6) = Official Records Book 7121, Pg 1472 Data ASPH ROAD WIDTH VARIES # COUNTY ROAD 611 & 593 P � ASPH ROAD (WIDTH VARIES) (D7) = Officio) Records Book 7106, Pg 2382 Data COW = Concrete Driveway GV =Gas Valve S =South STRIPES SOUTH BOUND LANES 710 SO FT MOL Cl =Curb inlet IE = Invert Elevation SOUTH BOUND LANES SCM = Set Concrete Monument, 4 "x4 ", PRM LB 6707 = Center Line INV = Invert /P=4 MAIN M "CHECKERS" CLF = Chain Link Fence LB = Corporate Certification Number SEC - Section CHECKERS SCM(W) Set Concrete Monument, 4 "x4 ", FDC LB 6707 WITNESS PT E P_46.7'E E/P & TOB E /P- 46.7'E E /P= 46.5'E E/P & TOB E /P= 46.1'E R/W PER ORB / - E /P= 46.1'E E/P & TOB E /P= 42.9'E P .89'52'58 "W(D3) „ CM = Concrete Monument LP = Light Pole SHW - Seasonal High Water Elevation 6688 PG 204(P) / DMH CMP Corrugated Metal Pie LS Licensed Surveyor SIR = Set 5/8 "Iron Rod and Cap, FDC LB 6707 I CONC S W FIR 5 8 VALE IN CONC RAILROAD CROSSING GATE POC(D7) MES MES GI 2.00'(D3) = P yo POB(D6) BUS STOP SCALE 14 "x22'ERCP(S) 14 "x22 "FRCP N 18 "RCP(E) SWALE 14 "x22 "ERCP(S) 14 "x22 "FRCP(.) SWALE FDC LB 6707 , , . 66PVC SW b UTILITY F " CO =Clean out MAS = Masonry SIR(W) =Set 5/8 "Iron Rod and Cap, FDC LB 6707 WITNESS PT - ) ................. ................ ............................... FCM 4 "X4" CONC WALL ( ) I FIR 5 8 CONC = Concrete FCM 4 "X4" ............................... ............................... ' CONC Q VAULT MES = Mitered End Section SMH = Sanitary Manhole s W =3.1'E PRM 2827 (0.7' WIDE) RLS 1982 CDR = Corner MH - Manhole SN &D = Set Nail and Disk, FDC LB 6707 PRM 2827 s6 W /P= 1.O;E, 0.8'N TOB ® © TOB 02 TOB 0.03'S, 0.37'W & 6'CLF a G A-I:tE CPB =Condo Plat Book MHW =Mean High Water B G /A=0.4 E S W p =0.7 E 9 SN &D(W) = Set Nail and Disk, FDC LB 6707 WITNESS PT EB 8' CONC S/W SOO.O7 02 W P F D6 © =3.2�E OHW 8' CONC S/W - W p =1.3'E -QKw• 739.26 P F D6 tvv S /W= S' CONC S/W qH S /W =4.1'E C C19 U /P =1.6'E Cl - S /W= .4'E 6 -OHW C/S = Concrete Slab MOL = More or Less SQ = Square a -OHW ... - /r =a.i'w CS �� C/T =Curb Tfe N =North 252.00' P • w P =1.4'E ~O.SE w /P =1.5'E 40.00'(D3) w T -a•7'w GI =1.6's SR =State Road E /P= 14.1'N 0 () / - N00'07'02 "E(D6) EB 739.38' D6) /_ •� 22 6' o DB =Deed Book N C = No Ca - ®- rT _ \ a 24 "RCP (ENE) / P STY Story a CI Z F� �- I GI Ci4 00' 7'0 "W O3) ^ 2 9.6 '(D) ~� rn "'• 6 "PVC (NNW) DCVA = Double Check Valve Assembly N/F = Not Found SWFWMD = Southwest Florida Water Management District w 112 "x22 "ERCP(N) TOB (TYP) 11 M TA & PL STI SIN 0 G E IES�T 106 11 9 ./.. I 18 "RCP (N) I ( 1 ( UO 11 l0 I �` as �y� N CIN OF ST. PETERSBURG WATER DNR = Department of Natural Resources NAD = North American Datum S/W = Sidewalk `r ME AL & LA TIC SIG () I METAL & M 4 6 "PVC (S) 24' RCP SW) II PLASTIC I I I o to ` LINE ESMT PER DB 1465 PG 175(P) DEPT = Department NAVD =North American Vertical Datum TBM = Tem orar Benchmark i ( ) SIGN GI 8 "P C ) �� M 8" CONC CURB (TYP) P Y 18 "RCP(W 24" RCP N) 8 "PVC�E) * *C 2 O 589'52'58 "E(D3) CROS ESMT(D3) *C a- <� S - DMH OIA - Diameter NGS = National Geodetic Survey TOB = Top of Bank CONC RAMP TYP d ^ I #2 18" RCP�S) 8 "PVC S) GI ® C ( ) M 42.00'(D3) © O D 36 "RCP (N)) DIP = Ductile Iron Pipe NGVD = National Geodetic Vertical Datum TRAV = Traverse �^ O '- N00.07'02 "E D3 299.60'(D3) gSPH .- 1- 00 ' 0 36 "RCP (SW p 8 "PVC�W) 18 "RCP NNE) '- SMH ( ) GI 10 C S C'j� 633 •0 \+ 5�, DMH = Drainage Manhole NP = Normal Pool Elevation (TYP) = Typical 1 o CONTROL .i E/P 18 " RCP �S) Nj Or' SQ ) 36 "RCP S NR =Non Radial o STRUCTURE POND + 8 "PVC N () E = East O I O I 8 "PVC S 36 "RCP (W) - - -- i 0 Q ( ) TWP = Township . m I 24 "RCP (NE) a I F - -- 6 i� i 2 ) © / �1 /� ECMP = Elliptical Corrugated Metal Pipe O/A = Overall U/P = Utility Pole O -- - r % / / Y GI 9 VCP = Vitrified Cloy Pipe to �� / EL = Elevation W =West 1 OHW = Overhead Wire z CO.0 S W TYP CONC C S g EOW = Ed a of Water ORB = Official Record Book f DRAINAGE & z m OS CONC I, _ / � (4) 36 "RCP (NNE w o SMH ____._ CONC r CB CB C C F 3 ( ) E/P = Edge of Pavement (PA) = Property Appraisers Map Data W/ = With LL a ° / ASPH - 36 "RCP SSW) UTILITY ESMT(P) I8 "PVC(S) _1 - a O \ ERCP = Elliptical Reinforced Concrete Pipe PB = Plot Book W/F = Wood Fence I v - z 8 "PVC W) --- I 3 468.6' • / /54.1' . / - - - _ I5 8MPVC N) '(/ • C/S n O• (0.7C WIDE) EF MT =Field Data PLED =Pine lasf County Engineering Department WUP =Wood Ut lit r Pole 00 v _ / Y 11 fir° Q a _ 10 - /' 1 -STY MAS c _... _ - /� s "PVC �SW) / �o �' & s'cLF ( ) _ o FCM = Found Concrete Monument PACED = Pasco Count Engineering Department W T = Wall Tie O roe =3.a's ao o F l !BLDG #1600 '/ C/C ° -_ i // �� \ �cP tJn FOOT = Florida Department of Transportation PCSD = Pinellas County Survey Department WV = Water Valve 01 v1 I � .. U U -- T -- / MAS WALL P P LO W F, P1 '- CONC RETAINING WALL Q^ m - - i� 3,390 SO i. DRIVE zo z 1 �, -- TYP Cn 0.7' WIDE (TYP) I� a 1 ° - - - -- N FT MOL N' THRU U o� ( ) �� -, FH =Fire Hydrant PACSD =Pasco County Survey Department xx' = Degrees 4.2'N W > -____ a m TELLERS 18 - (i1 FIR = Found Iron Rod and Cap PCP = Permanent Control Point GRAS = i „ , b__ -• / \ r f, ' xx' = Minutes (Bearings) _.____. BANK OF / -- _ r- o rn FN = Found Nail PG (S) = Pages I Q r= 1 500'49'19 "W(P) �} U - / // O rn () 9 xx" = Seconds (Bearing) '� HANG OTYPR '� \ �_- AMERICA" - - - GI - / PI =Point of Intersection xx' =Feet Distances) ) I I �+- 589'10'41 "E(P) 110.00'(P) o o 8 - S + / 36' RCP"• SE) ✓ ti� � �,y I _ °� jai N89'10'41 "W(P) �__ _ 35.00'(P) -� 469.5 / 6' CLF ° / 54.0'/ �/ 15 "RCP SW). - L I `a C 66.0 ❑ A/C UNIT 35,00'(P) 00 00 "° � LS 6' W/F 36 "RCP` NW) - p d (4) I 04 POB(D7) 98.6'/ / / / / I a C/S A/C UNITS CONC �l / DUMP ✓ �� N Q 1 g M I I L STY MAS 900'49'19 "(P) GRASS MAS WALL(TYP) // ; f C C C $9E�� J o .� i•- I N BLDG #1620 82.00'(P) ASPH a (1� _.. 60.00' P � 6,105 SO FT MOL � -- � // �� o 900'49'19 W(P) 25. "TIRES PLUS" / Yo FP c9� 36 "RCP GI N) ASPH �- - SQL /0 6��P / 8 "PVC NNE w W p O / 3 , F SMH U� o O I 66,2 QS 36 "RCP �SE i / l I /� 72 3' 27.9. G• / E/p nM GI 18 "RCP (SW) _ _ w 21 -" , , / 7' CONC S/W / / / / SMH E P / 8 "PVC �SSW� -> >. 'Q w /7 -2.5's CONC �/ o �i� ® 8 „PVC E ® 6 „PVC (E) ® L -r- ' � ' �� j• WW �O I 30'RCP (S) - - -� V J _ II \ / CONC FLUME (SW) � JII LINE TABLE LINE DIRECTION DISTANCE L1 D6 S25.17 00 W 104.50 L2 D6 N00.0704 E 12.50 L3 D6 N2517'0 0 E 98.30 L4 D6 S89.10 41 "E 10.00' LS D7 SO 49 19 W 10.00 L6 D7 500.4919 W 5.00 L7 D7 .00'49 19 E 10.00 LS D7 989.10 41 E 15.00 L9 D7 S00'4919 W 5.00 NOTE #1: THE SITE IS LOCATED WITHIN FLOOD ZONE X, PER FLOOD INSURANCE RATE MAP COMMUNITY PANEL NO. 1250960127G, DATED 9/3/03. ©C* = CURBING OPTION -WHERE NOTED WITH C* CURBING TO BE OPTION 1 OR OPTION 2: 1 ! 2 L. CONC RAMP(TYP) LA Q OPTION 1: STRAIGHT CURB (SEE DETAIL -SHEET 3) i (/! 1 GI 24 "RCP rt A 1 Lr FP N 28.7' 24 "RCP (WSW ® �� L._ \ t� / , • �' ✓ °cP 0 / % (WSW) 21 NUMBER 01' N/ / ° o J -O OPTION 2: TYPE I CURB (SEE DETAIL - SHEET 3) j I& TOTAL NUMBER OF REGULAR 6.4 Sy6 a " " - ~�� - `" - -- - - ' 1 M 71(( -� SPACES TYPE / / / 'ol SIZE PARKING SPACES = 835 TOP _.-.DRAINAGE & II GI � I G5 "RCP N) _ PARKING / ` " IoW 'CO �0 FLUME C3 6 "PVC (N) m I rn Cl ^ UTILITY ESMT(D7) II ®t5 "RCP (S) II 15 RCP y -- 14 ___ _. _14__ ___.___ _ ( ) } / / / v 18 "RCP(E) JO IIw a l ® 6 PVC (N3 �" - - - -- - ' - 1- -�1 ' PLANTER (TYP) %� C/S o G�S �• (9 x19 UNLESS OTHERWISE NOTED) LINETYPE LEGEND vw) a 6 "PVC (S) _° _ _ - ° ° 'O TOTAL NUMBER w 18 "RCPiW) � _- �' � - .____... .�__ 14 _. - __._- - ._____= ' _ � �'-_ -• __...-_-( - - ��..,. � � L OF HANDICAP Y a' sc6 O- - _.- I 1 _. _ INPtK 4' METAL POST WITH / GI PARKING SPACES = 22 Boundary Line J I IW ° ^~. - _ _ i CRO SATELLITE DISHES FULL OF = Center Line r_ __.._- _____ __ MUD &WATER z 1 •��• • `O Ri ____ 17 -` __..�_ __ -1- -_ Y _ 18 "RdP (E) _ -- �GPAS-Tylp ® 1O (l RAMP TYP Fe \� a Easement Line I 'a • -14 ----- - - 65PRCP(( ) 22 1 AN GI ( ) / C/ CONC - CI W /DMH �- �-- -- _. _ __ 6 "PVC ( W) 6SW I&IQI NJIT r1 = Edge of Water _ r _. 14_ 14� _- - _ _ 15 "RCP�(EN) I s• / ' V14e L.n11EU ® _6 PVC NW \\ // PROPANE TANKS(3) • .QO = Jurisdictional Line - _.. GI _ G _ _ -__ -- _ --� ___ I I CONC WALL(0.7' WID) 24 "RCP (ENE) - - 1 RCP (N) - ~� ^J' ~ - -�~ D 111 I z � I U Y7I w z 0 22' R/W PER ORB I 5020, PG 2125(P) O I • S00'49'19" E(P) 1 z S00'49'19 "W(C,F 5.00'(P,F) z Z z I o0 I U� I I « I- FIR 1/2" LB 2610 I DQ © I GRATED EXISTING RAMP I FRENCH 115 "RCP HAS TRUNCATED I DRAIN DOME WARNING 1 STRIPES TO PVM'TI�I CI 18 "RCP (E) w 118 "RCP (W i z I a I � 3 LJ_ ti vvI21 (51 iV � o � An 0i 10=2 r7MIUW - M Z _ I0 0 17' R/W PER PB 101, PG 57(P) Ia zo l� I �I 1 W1 0 O I N w � Iz z - ° ° _M 1 n II 3 - v 4 -OHW �•' I v 1 -OHW _ E POC(D5) I POB(D3) E M FN &D NOD 0.18'N, 0.29'W 3 no rn I 19. 0 of t N N Iwo o ' 24.: 0 1 d. oM N `Ij••r � 1 •- I rrn I 4 00 I 1 POC(D4) oil NW COR OF SEC N 9- 29S -16E (P,D4) 0 0 DESIGNED THE SIGNATURE OF THE OUALITY U CONTROL OFFICER IN THIS SPACE o OC � INDICATES THAT ALL REQUIRED o DRAWN PERMITS HAVE BEEN OBTAINED L) AND THAT CONSTRUCTION IS OC,SDD P CHECKED AUTHORIZED TO COMMENCE. 0 N O.C. Y 15 "RCP (S)•• -•- __.•_4PVC( E) ASPH -. - - �- - - = Right -Of -Way Line DRAINAGE & UTILITY ESMT(P) _ - V - 24-RCP (NNE) - 6'PV_C (_W) _ GI _ -- -14 - "�- 10 % GREA TRAPS - 15 "RCP N _ REGULAR IZE 1 aY / � - - - = Section Line 21 v � 14 - - _.._ _- _- 14 _. ® __ _ ( ) -_ - _- PARKING SP CE r _ / Cam Z 014 r --- 19 _ (10'x18.5 -- _.I / �/ // r tp� O�o� =Top Bank or Top of Berm ..,. _ - - - -- - -- -- I - RAMP (TYP)/ !' � O<!'� .............................. • = Toe of Slope or Grade Break 24 "RCP SSE - --- - _ -� - -_ -- - , •i_ _- - - -- -- - - -- -- L - %r-0 _BQ < J _ // l _ W © ® 15 "RCP (NNW _- _ -I - IN CONC `- 14 __ 1 1 0 q 20 GI 5 "RCP (SSE) 14 5' CONC S /W, �2 �' 15 "RCP NNW AS - _ _ - - - - -- -- - -- r` -- i 15 i 115 9�4 DCVA wv F 8° ONC CURB (TYP) 1 D4 SYMBOLS LEGEND NUMBER SIZE -- PARKFJG�4r T` " -- - - ' - -- - �P�y UMP o s mow. m. o, e.® a44.. ®. _ �Q, / B ® =Metal Post REGULAR SIZE P P ED 11 DETAIL i- = Aerial Target STRIPES_ (7Y2 _. _._- " A L "A" - - -• --• ---- -- -_-_• - ••- --•- PARKING-------- -- - - -- I r- � � \O n�5• / `' � FIR 1 /2 I � = Monitoring Well / {� = Bench Mark SPACES(TYP _ _ _ 1 4' /� _ _ _ _ � - ~ � � - - -- �Q QS' % MAS WALL/ C/S LB 2610 ' NOT TO SCALE ' T' =Parking Meter _ 14 - -- _ - - -- - 14- -14 i - -- _._- .• - - -- �Q / // (TYP) 4 1 CPS = Cable TV Paint Stripe Rwas = Reclaimed Water Paint Stripe )6c / CONC FLUME 63' ® =Cable TV Box ® =Reclaimed Water Box " T GRASS ISLAND(TYP) "° _ CONC WALL 14 © = Communications Manhole =Reclaimed Water Valve FIR 1 /2 _ ___ ____ ___ _ _ __ - -_ -- - _ _ -- __ - -•- -_ -. / / s / c/s 2.a , , N z.8' _ LB 26i 0�- } _ 1 1 .._.. -_.- 1 0 __.. -__._ - ---- -• __._._ ...___ ASPH � L__ --- •...�._. (0.7' WIDE -t•• G� ) ro ro 7¢( = Concrete Light Pole � co i QS = Sanitary Sewer Manhole - 7 6'CLF Q / ' 0 1 • = Concrete Post -- " / , 0 c 2.8' /// �, = Concrete Utility Pole N = Sanitary Sewer eanou t W T= 10.6'9 _ _ \ / 9 METAL PLASTIC SIGN � - - _____ -- _. '- - -- _____. GI 11 --- "---'� - / � / �°� \ \•. �,� 1• Q.'' ' �/ � SANPS= Sanitary Sewer Paint Stripe / - _ _ _ _ Z6):: _ __ _ _,_ •� ^ 2.8' =Drainage Manhole y p / EM = Electric Box $ = Section Corner o #3 ____ __ _ __ 17 - _ _ _.__ w - ® 15 "RIC (Y 1 S / / 5 ASPH\ �0 1.9 ® d' L7 �P'° I o?rj 8 T _� 15 _ _ 6 "PVC S C # °F / \ Cj• =Electric Manhole = Siamese Connection -- __ -- _..__. ( �Fp t3 ` \, C�\ N• a 1 -STY MAS FPCas= FPC Point Stripe �- = Sign 18 - - - / ' // BLDG #1610 .9, = FPC Pedestal ® = Sprinkler Control Box _ _.� - -- -_ - ____ = Fire Hydrant V = Sprinkler Head x 9• Lh / / SMH °y 00� 0 = Flag Pole SnaLs= Storm Water Paint Stripe -- -- __- _� _ _ �_ c� 13___ I Y / C`nl 1-r /1A VC` / 8 "PVC (NNW) \ n N X CONC MEDIAN II m a O __ t'' I '� / JV V 1 ii OAA KS 8 "PVC NNE w /T =7'2'N �= Gas Line Marker ®= Traffic Signal Box II ° ti 1 (r-0 - ._ _ _ GRASS 6 �' / �A [+ InA l t►�11 I A / ( ) I �1 =Gas Filler Ca a C S 13.9' p ®= Traffic Signal Pole o IIw p t oI J ISLAND Gi'� r' / 1 PAJHIVIV Jv(V/'1R� / �• va (TYP) II m - _ �� / n 4 /� >' C /% GI �, �,,, �„ ®� m, �, = Es = Water Line Paint Stripe � PLANTER TYP yr TYP �J} �/ / - C12 % 1 1 Gas Valve T - - - - - - - - - - - Igo ° ( = AJ ---- o�J P / PE I V I PIGS 5 / -'�:� �/ ® = Gas Meter Box ® = Water Meter E p n f k 12-PVC (N 42 "RCP (E C16 cLPS =Gas Line Paint Stripe A = Water Valve E 62.4' - r� �� n�o �°, _ �OPo Leo P/ �; SUBJECT AREA= 823,501 SQ FT OR t` ° 4z "RCP (w o ® = Grate Inlet r% = Wood Utility Pole a 8 I ,,'� - - _ RAMP (TYP) oy� ss III �' p �ss� e�Q� ,�� 18.905 ACRES, MORE OR LESS / F% % © -GTE Manhole > -Wood Light Pole / y °' q! HYDRAULIC j - GTE Pedestal O = Wood Post w /P =O.s's I / / - - - �� bra N / J 9 ❑LIFT / /� Fm= GTE Marker �,�c� 3 �_ L I /,�,,•/ _ _ 0 -_ _ � \/ - m (0 ROOF OVERHANG (TYP) %/ / o � � ® CONC / � 7� =Light Prole 'F�= Point of Elevation � / v DCVf� 1/ 25.2' = Calculated Dimension from Structure 0 J 0 7 / , J •l L r0, to Boundary / Right -of -Way Line _ / 1 -STY MAS BLDG 1 0� o� ® =Mail Box s W I r / - / �Ql # S 1500 -1620 GREASE TRAPS M ® �`'��'/ 1� _ z z o I / / / i / ' - _ / 164,995 SQ FT MOL ss C3 by N 1y1 - -- w z m I / / �j / - _ ,% "MULTIPLE BUSINESSES" /0%0 's 00 CL CROSS WALK 2 Ot✓ 7'4' 0 TOB (TYP) �lt� iN [] v / FPC BOX / �0 f/ % 43 2' z FPC BOX n0� 6, J /2)� // ON P/S Off/ 1 ASPH _ / o ON C/S ti Ct i� , (2� /S Q' CONC • 16'W /F �`' 1 w • 8 MAS WALL(TYP) CONC 9 , f/ p VC q� / STAIRWELL 6 7, T " FLUME SMH /G ti HYDRAULIC ® 00/ a� "a1 '` 7 CNC %� / / FP� 3 © SMH / 8 „PVC (N) / YOB y'7 O ` / p O f JJJ / �% CONC S/W (TYP) 6 "PVC (S) / o� c, o / uFr y�' ® y o �� o �ti DRAINAGE & �• F4UM °/,/ `or C °N C S /8 °PVC 1 , o/ UTILITY ESMT(P) (3) ❑ / " 1 j 2 8 "F VC (W) / 6 SMH yqo ba yq ya Dd FF CONC 8 °PVC (E) � �! / � 8 "PVC (N) / A C I T /.O / SMH FLUME CONC 7 G 0 8 PVC (S) (. 2 g, ASiS ED \ ASPH ^> S 6 "PVC (NE) I 112 4 ,� a.-PVC (W) ° • i/ FLUME ` °\ / 8 "PVC (S) ) /CONC / / POND RETENTION FOND (D4) �o�\ w COVERED O6 "PVC NW) J RE SE TRAPS ( DCVA C/S ST RAG T K % / r� 6 "PVC 6S) CONC D " (2)' CONC /O \,GI \ ' O 8 "PVC (N W) g . CONC S/W /n ON ON o , o• FREEZER UNIT ASPH C/S FPC BOX 2�{ "RCP N 110 � / y� 989'16'36 "E(P,D4) 2 / O PARKING PAINT STRIPE (TYP) MAS. WALL (TYP) GI 5 (3) ON C/S 24 "RCP �S� CO�Aq F rs V FA IRRIGATION �o� 37.77'(P,D4) / A/C ��O ( 7' HIGH ° / 18 "RCP (NNW) MAS WALL CONC 7 O O �cT 6 to PUMP CURVE TABLE CURVE RADIUS LENGTH CHORD BEARING DELTA C1 (P) 5829,58 192.25 192.24'(F) S00.49 39 E F -615322 C2 (P) 2050.00 372.33 371.82 F 562.19 31 W F 10'24 23 C3 P D4 2050.00 263,16 262,98 S60 -47 59 W 07'2 1 19 C4 (P) 225.00 89.58' 88.99 §12'06 2WE 22'48 41" C5 (P) 225.00 92.80 92.14 511'41'49 E 23.37'49 C6 (P) 195.00 80.42 79.85 N11.41 49 W 23737 44 C7 P 255.00 101.53 100.86 .12'06 20 W 2248'45" C8 02 5829.58 75.29 75.29 §01'24 08"-E 00'44 24 C9 03 225.00 96.75 96.01 912'12 04 E 24'3817 C10 D3 225.00 96.75 96.01 512.12 04 E 24.38 17 C11 D3 10.00 9.27 8,94 926'26 50 E 53'74 0 8 C12 03 5.00 5.19 4.96 S82'44 31 E 59 27 34 C13 D3 20.00 23.53 22.20 N3349 22 E 6724'40`* C1 4 D3 10,00' 15.71' 14.14 S45'07'02 "W 90'00'00" C15 D3 50.00 58.83 55.49 S3349 22 W 77'2440 Ci 6 03 35.00 36.32 34.71 .82'44 31 W 59 27 34 C17 D3 195.00 83.85 83.21 .12'12 05 W 24'3817 C18 D3 255.00 109.65 108.81 .12.12 04 W 2473817 C19 06 5829.58 116.98 116.98 S00'27 27 E 01'08 59 C20 D6 2050.00 10 9,17 109.15 S66'00 10 W 03'03 04 C21 D6 2060,00 103.63 103.62 N66'0514 E 02.52 56 C22 D6 5639.58 114.83 114.83 N00.26 46 W 1 01'07 36 Q) U 3 0 a a) 0 v a) N O c 0 v, 0. 0 C / �7PGC� GRASS ISLAND (TYP) Wv tH O - C/S C OR / SOt•26'58 "E _0 % / cv O�e�'G\ C g N B R OF R GU AR SIZ 8 C0 "C CURB (TYP DQ nM� ��4 "RCP (S) FLUME S a 500'07'04 "W(P,D3) S 346.04'(P,D3) POB(D5) j Cii L2 13.27'(D5)DS) S14.35'03 "W(D5) o / 2 .39' 1 25.88'(D5) - INSTALL TRUNCATED DOME TACTILE / CB AR IN S �C (T� ) C/S ) O Ni C10 m mil 900'07'04 "W(D4,D5) 319.58' D5) 403.61'(D4) (p) / n n ® SURFACE AT ALL H/C RAMPS. 1n MAS WALL(TYP) 3�1( -�_ -I _. M p4,D5) o 7' HIGH _- -° C S �_4o b8't5 E( a . . ,► , a FCM 4X4 0, wl l N00 07 04 E(P,F . - N01 26 58 W P,F) I W NAIL 0.7' WIDE 2 FI 1 2" N/ 12 5i _, N 346.10 P 425.00 P C 420.00 F (p) , p,C,Cam_ - - - - - - (-L - - -( r ) - C) E /P= FIR 1 /2 256.80 (P,F) CONTROL S ®ucruRE 1 ®� - �ANDSCAPE PARKING SLAND PACE AND CONSTRUCT o 4 3.8 13 5 00' WI ES (N) UU tF) i E /P= 16.2'w N00.07'04 "E P D3) E/P 366,04' D3 E /P= 15.7'W � LB 2610 0 - - - - �►� 500'41 69" (P) 28. 8'( __ I �� /1g0 180.00 C/ n ( ( ) 10.7'W 36 'RCP (S) d 197.83'(D3) 214.84' P - -'�- -- - - -i�= C9 „ F \ 1 C-4 902'30'13 "W(P,D3) N �) S00.07'04 "W(03) 218.21'(D3) •15 WCP• - FIR 1/2 N/C N89.52'56"W(P) Nf4 35 t N75-24'56-W(D5) f��Aflnl _ N 468.00'(D4) 500'07'04 "W(D4,C) ��}a _ 500'07'04 "W(D5) O,j" It�i•1�, ,1'10 5,00 WITNESS 30.00'(P) POB(D4) 140 F(OS I C •ASPH DRIVE NOO'07'04" E P,F 10 " PVC E '( C7 / SND W 5.00 105.42'(D5) I 71YDS ) 30.00'(DS) I ( ) s0007'o4 "W(D5) 418.00 P,C,DS 413.00'(F) • • E /P =14 "W ( ) SOUTH INGRESS - EGRESS ESMT(P) 204.80'(C) 204.85'(P) 188.02'(C) 15 RC 8 N00'41'59 "W(P)- 239,54'(P) E /P- 16�3'w () ) _ �� DRAINAGE E/P V : .00'07'04 "E D3 _ is 1MTNESS 1 nom- 7 CROSS ESMT(D3) PIPE (D5) 1 C NORTH �.v 1 N01'31'59 "W(P,D3) 193.11 (D3) ( ) 223.38'(D3) GI OWNER: BAYRIDGE ASPH 15 "RCP (N) SW IT ^W A (� I DEC Ld `>s �oo� FIR 1/2" N/C INVESTMENT PARTNERS, LLC JVV 1 H VP1KJ _ � DRIVE 8 "PVC (E) BAYRIDGE APARTMENTS ORB 15661, PG 1144 A C` /1A 1 C/11 I A I r`," I ' ' f c INGRESS- EGRESS ESMT(P) 5.00' WITNESS(S) MULTIPLE MAS & WOOD BLOCS Fe,JHIVIV SQ"Ur' RE ,a'r • ';% " =` ' ` ° "n,., PLANNINGD ,, RTMFIf 1• 0 INGRESS - EGRESS ESMT(P) t6 "RCP (SSW) CROSS ESMT D3 #3021 PS i v i PIGS 57-58 ''' 1 A�� CA ( ) CROSS ESMT(D3) -[. •• 10 ® CITY 4 S tF C • 1,4. ° PREPARED FORT SHEET DESCRIPTIONS r • • JOB N0. O 007 -41 WOOLBRIGHT DEVELOPMENT INC. �.� "" i FLORIDA DESIGN CONSULTANTS, INC. �20o N. MILITARY TRAIL B A Y S I D E BRIDGE PLAZA 0EQ 3 2007 EPN 267 2 ENGINEERS, ENVIRONMENTALISTS, SURVEYORS a PLANNERS ' fD�+ F.B. 9 PG. SHT. CV 4TH FLOOR, ADDED TEXTURED SUR A A P ETED PARKING S• ES d TO +LANDSCAPE " 3030 Starkey Blvd, New Pori Richey FL 34655 BOLA RATON, FL, 33431 A 12/10/2007 ISLANDS, PLANTER N R N I AP PARKI I Nr +V � Tel: (727) 849 -7588 - Fax: (727) 848 -3648 SITE PLAN 0 11/09/2007 ADDED FLOOD ZONE INFORMATION; MODIFIED S/B INFO ON NOR'I 717 @AST,; "4ND' OUTH SIDES a DATE, PHONE: 561- 989 -2240 - -- FAX: 561- 994 -5012 N0. DATE REVISIONS APP'D 10/31/07 of 0 E.B. No. 7421 BY 1 "at All Drives Wearing Surface 6,, 1 5„ Base . Compacted Subgrade MODIFIED CURB NOTES: 1. There shall be a 1/2's seal joint between back 5" 1" of curb and driveway. 2. Concrete in curbs shall 1 -1 /2 "R be 3000 psi, with fiber FB mesh reinforcing. : :: Wearing •�• Surface #3 Bar, 10" Long, 36" O.C. \` Base Compacted Subgrade PIN / DOWELLED CURB I 31 Back I 3 Back of Curb 1" Drop at Wearing Surface ' � ( Base `i. Compacted 'Subgrade VALLEY GUTTER CURB 1 -3/4 "R 3/4 "R 9» 9 :, Wearing \ Surface a: /4"R-J \� \ Base N '6 \ Compacted Subgrade MEDIAN CURB CITY OF CLEARWATER, FLORIDA PUBLIC WORKS ADMINISTRATION ENGINEERING REDNRo o BY OA 2 1 4/9/02 Rev Notes I R.G. CHECKED BY TYPICAL CURB I DEX No. W.J.S. CROSS- SECTIONS 1 101 REV. DATE DESCRIPTION APP, DF9GNED BY 2 C.M.H. OF 2 4" Drop at All Drives 2 "R WEEKDAY 4" Drop at All Drives � Wearing n 5" 1" 1 -1/2 "R Wearing Surface A J � 3 "R \ Surface THE SIGNATURE OF THE QUALITY .d; o Q• •4a Base OC i\ � 10% INDICATES THAT ALL REQUIRED Compacted. . . . a PERMITS HAVE BEEN OBTAINED N . . • Subgrade . . . 6 ;, 7 „• OC,SDD � 70% 578.9 90% 744.3 AUTHORIZED TO COMMENCE. C.3 1 R STRAIGHT CURB I 31 Back I 3 Back of Curb 1" Drop at Wearing Surface ' � ( Base `i. Compacted 'Subgrade VALLEY GUTTER CURB 1 -3/4 "R 3/4 "R 9» 9 :, Wearing \ Surface a: /4"R-J \� \ Base N '6 \ Compacted Subgrade MEDIAN CURB CITY OF CLEARWATER, FLORIDA PUBLIC WORKS ADMINISTRATION ENGINEERING REDNRo o BY OA 2 1 4/9/02 Rev Notes I R.G. CHECKED BY TYPICAL CURB I DEX No. W.J.S. CROSS- SECTIONS 1 101 REV. DATE DESCRIPTION APP, DF9GNED BY 2 C.M.H. OF 2 4" Drop at All Drives 2 "R NOTE: When used on high side of roadways, the cross slope of the gutter shall match the cross slope of the adjacent pavement and the thickness of the lip shall be 6 ", unless otherwise shown on plans. TYPE I CURB >_ cL d Construction Symmetrical ® co About Driveway CL 0 0 N Face of Wearing Curb Surface 3 TRANSITION AT DRIVES WEEKDAY 6" 2" � Wearing n LREV.4/9/02 i C3 DESCRIPTION � 3 "R \ Surface THE SIGNATURE OF THE QUALITY o 5% Q• •4a 100% OC i\ � 10% INDICATES THAT ALL REQUIRED DRAWN a PERMITS HAVE BEEN OBTAINED cfl OC,SDD � 70% 578.9 90% 744.3 AUTHORIZED TO COMMENCE. C.3 1 R p° .a 578.9 Restaurant (Checkers) 11 10% /4 50% 5.5 100% O.C. N Base / 11.0 . . . . . . 2. . . . . Y 9.0 1007. 9.0 100% 9.0 Compacted /\� � � � � � � � �• Subqracle' NOTE: When used on high side of roadways, the cross slope of the gutter shall match the cross slope of the adjacent pavement and the thickness of the lip shall be 6 ", unless otherwise shown on plans. TYPE I CURB >_ cL d Construction Symmetrical ® co About Driveway CL 0 0 N Face of Wearing Curb Surface 3 TRANSITION AT DRIVES v v -v- NOTES: > 1. There shall be a 1/2" seal joint between back of curb and driveway. 2. Concrete in curbs shall be 3000 psi, with ' fiber mesh reinforcing. WEEKDAY 0 Rev. Notes n LREV.4/9/02 i C3 DESCRIPTION 0 DESIGNED THE SIGNATURE OF THE QUALITY o 5% CONTROL OFFICER IN THIS SPACE 100% OC 10% � 10% INDICATES THAT ALL REQUIRED DRAWN a PERMITS HAVE BEEN OBTAINED o OC,SDD AND THAT CONSTRUCTION IS 70% 578.9 90% 744.3 AUTHORIZED TO COMMENCE. CHECKED p° .a 578.9 Restaurant (Checkers) 11 10% 1.1 50% 5.5 100% O.C. N 11.0 .> 11.0 Others (Tire Store) 9 Y 9.0 v v -v- NOTES: > 1. There shall be a 1/2" seal joint between back of curb and driveway. 2. Concrete in curbs shall be 3000 psi, with ' fiber mesh reinforcing. CITY OF CLEARWATER, FLORIDA PUBLIC WORKS ADMINISTRATION ENGINEERING BY PATE BY TYPICAL CURB CROSS MIDEx N0. FLORIDA DESIGN CONSUL TAN"IrS, INC, ENGINEERS, ENVIRONMENTALISTS, SURVEYORS 8 PLANNERS 3030 Starkey Blvd, New Port Richey FL 34655 Tel, (727) 849 -7588 - Fax: (727) 848 -3648 E.B. No. 7421 PREPARED FOR, BAYSIDE BRIDGE SHARED PARKING TABLE A WEEKDAY WEEKEND Rev. Notes R.G. LREV.4/9/02 DATE DESCRIPTION APP. Evening 6 p.m. Midnight Office (Bank) 10 5% .5 100% 10.0 10% CITY OF CLEARWATER, FLORIDA PUBLIC WORKS ADMINISTRATION ENGINEERING BY PATE BY TYPICAL CURB CROSS MIDEx N0. FLORIDA DESIGN CONSUL TAN"IrS, INC, ENGINEERS, ENVIRONMENTALISTS, SURVEYORS 8 PLANNERS 3030 Starkey Blvd, New Port Richey FL 34655 Tel, (727) 849 -7588 - Fax: (727) 848 -3648 E.B. No. 7421 PREPARED FOR, BAYSIDE BRIDGE SHARED PARKING TABLE A WEEKDAY WEEKEND Use Spaces Night Midnight 6 a.m. Day 9 a.m. 4 p.m. Evening 6 p.m. Midnight Day 9 a.m. 4 p.m. Evening 6 p.m. Midnight Office (Bank) 10 5% .5 100% 10.0 10% 1.0 10% 1.0 5% .5 Retail (Main Complex) 827 57. 41.35 70% 578.9 90% 744.3 100% 744.3 70% 578.9 Restaurant (Checkers) 11 10% 1.1 50% 5.5 100% 11.0 150% 11.0 100% 11.0 Others (Tire Store) 9 100% 9.0 1007. 9.0 100% 9.0 100% 9.0 100% 9.0 TOTAL 857 52.0 604.0 766.0 3 SHT. OF 3 766.0 EPN 267 600.0 4' Rea. g e• MIh ehtigl r to ri4j St <Z> c�ti c� s coc�s�. o�i� "9 , If "x" is less than 48" then the slope of the flared side shall not exceed 12:1. ISOMETRIC VIEW CURB DROP CURB TRANSITION CURB TRANSITION BACK OF SIDEWALK ELEVATION A -A NOTES: 1. Ramps are designed to the Uniform Federal Accessibility Standards to comply with the Americans with Disabilities Act. 2. Ramps Shall Have a Tactile Surface, Textured to a Depth Not Exceeding 1/8" by use of Tamp or roller In Conformance with Requirements of FDOT Roadway and Traffic Design Standards, Detail 304 Or Most Recent Modifications. Building Block Laid 6" From Throat Web Horizontal. Spacer Block NOTES: 1. Fiberous filler material in front of block Gravel Filler prevents gravel from washing into structure, 2 "x3" Perferred 2. 2"x4" Behind block and across throat helps keep block in place. Place in outer hole sill --� of spacer block. 'I I I d Match Existing if CONC. SIDEWALK Gross Planting or Other Existing Sidewalk Non-Walking Surface Grass Planting or Other Non - Walking Surface 4'/5' " RAMP CURB 6 6" 6" Vertical Curb in Transition 2.R ti� Exist. Type I Curb Remove Back of Curb Flow Line If Existing RETURNED CURB RAMPS • '`f 1 4/14/95 Isometric view redrawn 1 1/95 Added note REV. DATE DESCRIPTION Roll of 12 1/2" Guage Weld Fence, 2 "x2" Mesh, 8 " -10" Diameter Filled With 3" Stoi ITTER CURB CONC. RAMP /Textured Surface 4,s 12:1 MAX. SECTION B -B CITY OF CLEARWATER, FLORIDA PUBLIC WORKS ADMINISTRATION ENGINEERING REOP peY TYPICAL SIDEWALK 1D 3 CHECKED BY CURB CUT RAMPS NDEX NO. APP DESIGNED BY PHYSICALLY HANDICAPPED 1 109 O.M.H. 2 OF 3 3. Bales of hay and sod, slml ar y p ace Spacer Block may also be used. WOOLBRIGHT DEVELOPMENT INC. 3200 N. MILITARY TRAIL 4TH FLOOR, BOCA RATON, FL, 33431 PHONE: 561- 989 -2240 - -- FAX: 561- 994 -5012 I-lberious tiller Material Building Block or Drilled 2 "x6" / �� 2 "x4" Timber FLORIDA CITY OF E= NGINEER NG LEARV.'ATER.DEPARTMENTI REV. I DATE I DESCRIPTION �I APP. IA'rrc��w oT SHEET DESCRIPTION: 1 OF 1 BAYSIDE BRIDGE PLAZA SITE DETAILS fHANDICAPPED SIGN SEE INDEX NO. 119 CONC. WALK RAMP DOWN CONC. WALK SEE INDEX NO. 109 ,--- 6 *_WIDE.TRAFFIIZ BLUE 6" WIDE TRAFFIC WHITE STRIPE (TYPICAL) so. rmoplastic. NOTE: All pavement markings to be the 2" (TYPICAL) I HANIDICAFFEID 5TALL DETAIL CITY OF CLEARWATER, FLORIDA PUBLIC WORKS ADMINISTRATION ENGINEERING REAWN BY DATE A. CC TYPICAL SINGLE s ss CHECKED BY NDEX NO. DESIGNED BY HANDICAPPED STALL 1 118 REV DATE DESCRIPTION APP. 1 OF 2 1' -0" STANDARD PRE - PAINTED t ;';r';s` "i' =:': DISABLED PARKING SIGN WHITE BORDER i;rr�� "�`" �?��'� � � ON 1/8" THICK SHEET & SYMBOL :„ ° ` "" ' `O ALUMINUM BLUE BACKGROUND PARKING BY ' BLACK BORDER DISABLED & LETTERS PERMIT WHITE BACKGROUND ONLY BLACK BORDER 2SS FINE WHITE BACKGROUND F.S. 318.14 ALL LETTERS J 1" SERIES "C" 2" HOT DIPPED GALVANIZED STANDARD WEIGHT STEEL PIPE 1 I 8 "X2' -6" CONCRETE MASS. •� I I I I( I+ I I I FINISH TOP OF MASS LEVEL I N WITH A SLIGHT RAISED WASH n I APPROXIMATELY 1/2" ABOVE I lie LEVEL OF TURF /SOD. d• 1 1 d• I L 3 e LJ a •� 8" v 7 0 L 0 Hi` -itI `I�ID I C1`'-"tffE D 6 1 GN [DETAIL o Q) 1 1 12/99 I Updated Fine I M.G. REv. I DATE DEs(npnoN APP. o Cabrera 1 3 2001 CITY OF CLEARWATER, FLORIDA 0 PUBLIC WORKS ADMINISTRATION ENGINEERING a BY DATE E 5/99 BY TYPICAL HANDICAPPED NDEX N0. Q �we•eee�eee'�^ vCEV..'e11s1 0 12/10/2007 ADDED DETAILS 101, 109, 116, 119, AND 604. ADDED PARKING CALCULATIONS TABLE. NO. DATE REVISIONS SIGN DETAIL 1 119 Q a U 1 OF 1 v C 0 ORIGINAL En 0 DEC 14 2007 PIMNING DMTM1EN' C1W OF -CEE Wf•'tTP o N C 0 U C rn .N m 0 -00 JOB NO. 2007 -41 3 SHT. OF 3 1i 0 0 N .0 2, v EPN 267 F.B. 8 PG. DATE, 10/31107 APP'D I I I I I I _ I I I I I I 182 18' LIVEI OAK I` I I I I � I R181 12' LIVE IIAK- 0 I I Ln 180 I 17' Lry i OAK Q 179 j O8' HEgLY-- ry 6'/7' HOLLY - W 178 I � 177 I Q8' HOLLY I cn JASMINE 176 I REQUIRED, 15' WIDE MIN. BUFFER 8, HOLLY- 1 TREE PER 35' (700LF/35 = 20 TREES) PROVIDED, 25 TREES 16.6- 6.5' FROM BACK OF PARKING TO PROPERTY LINE ( +6.6' OF LANDSCAPING FROM PROPERTY LINE TO BACK OF SIDEWALK, WITHIN ROW) 13.1' OF LANDSCAPE AREA PERCIEVED FROM ROADWAY 20' LIVE UAK ALONG PERIMIETER I 175 I I I I I 22' LIVE IOAK I 174 I I 15' LIVE OAK 173 I I I I I I I 172 20- LIVE OAK 15' LIVE aAK 171 0 30 60 90 feet W 2 a c( ug W f — co w J ch c SCALE. 1" = 30' z (D m w Z rn C= Qo O w = OD a a_ o :0 --- - - -' - - - - I y�✓ e� po Ill �Z (C:,)) O z � r w M - - - - - - - - - - - - - - - - - - W W 11- � m Q U ■ U Z Ilm I ® 13 1 m C o I- 0 30 60 90 feet W 2 a c( ug W f — co w J ch c SCALE. 1" = 30' z (D m w Z rn C= Qo O w = OD a a_ o :0 --- - - -' - - - - I y�✓ e� po Ill �Z (C:,)) O z � r w M - - - - - - - - - - - - - - - - - - W W 11- � m Q LIVE OAK 9' LIVE cl 1 III M .. Ell �� r; EX, TREE CANOPY TYP. S2-am 5'/5' LIVE tIM OAK ® 5' LIVE OAK 26 P vtf 3' ELM 3' ELM -� 9' LIV 27 6' LIVE OAK 100% COVERAGE 100' /. JUNIPER 1 -STY MAS BLDG #1610 710 SQ FT MOL "CHECKERS" AEA 16' 216 3 - MULTITRUNK 5' BOTTLE BRUSH 11-- . „y l , y� 214 9' LIVE OAK 221 220 32 4 3' ELM C 3' ELM 3' ELM 4' ELM 48 4- 90X. COVERAGE SOY. COVERAGE —; 100% JUNIPER 47 100% JUNIPER i 7' LIVE OAK 9' LIVE OAK 4'/6' LIVE OAK 807 COVERAGE 85/. COVERAGE 1007. COVERAGE 100% JUNIPER 100X. JUNIPER 100% JUNIPER 9' LIVE e 10' LIVE OAK :OVERAGE 4' LIVE OAK JUNIPER �\ SHRUB TYP. EX. TREE TYP. 4� I' LIVE OAK 1 S' LIVE OAK MCMULLLN 13UU I H ROAD (P, F) COUNTY ROAD 611 & 593 (P) REQUIRED, 15' WIDE MIN. BUFFER I TREE PER 35' (870LF/35 = 25 TREES) PROVIDED, 20 EXISTING TREES + 5 PROPOSED TREES= C - LI ORMPE 13' L] LIGUSTRUM 204 nAIN N ur- i EX. TREE AMERICA" /CANOPY TYP. 69 #* 3' ELM ■ U 100X. COVERAGE Ilm I ® 13 1 IOOX JUNIPER 11 co i� II � 3• 4' ELM 100% COVERAGE 80% ILEX IOOX COVERAGI SOX ILEX 20% JUNIPER 20% JUNIPER LIVE OAK 9' LIVE cl 1 III M .. Ell �� r; EX, TREE CANOPY TYP. S2-am 5'/5' LIVE tIM OAK ® 5' LIVE OAK 26 P vtf 3' ELM 3' ELM -� 9' LIV 27 6' LIVE OAK 100% COVERAGE 100' /. JUNIPER 1 -STY MAS BLDG #1610 710 SQ FT MOL "CHECKERS" AEA 16' 216 3 - MULTITRUNK 5' BOTTLE BRUSH 11-- . „y l , y� 214 9' LIVE OAK 221 220 32 4 3' ELM C 3' ELM 3' ELM 4' ELM 48 4- 90X. COVERAGE SOY. COVERAGE —; 100% JUNIPER 47 100% JUNIPER i 7' LIVE OAK 9' LIVE OAK 4'/6' LIVE OAK 807 COVERAGE 85/. COVERAGE 1007. COVERAGE 100% JUNIPER 100X. JUNIPER 100% JUNIPER 9' LIVE e 10' LIVE OAK :OVERAGE 4' LIVE OAK JUNIPER �\ SHRUB TYP. EX. TREE TYP. 4� I' LIVE OAK 1 S' LIVE OAK MCMULLLN 13UU I H ROAD (P, F) COUNTY ROAD 611 & 593 (P) REQUIRED, 15' WIDE MIN. BUFFER I TREE PER 35' (870LF/35 = 25 TREES) PROVIDED, 20 EXISTING TREES + 5 PROPOSED TREES= C - LI ORMPE 13' L] LIGUSTRUM 204 nAIN N ur- i EX. TREE AMERICA" /CANOPY TYP. 69 #* 3' ELM ■ U 100X. COVERAGE 100% COVERAGE IOOY JUNIPER IOOX JUNIPER z 5' ELM 68 6' HT OLEANDER 4' LIVE OAK GE 2 8' LIVE 'C - 54 )'_LIVE OAK i FYitV�Tf�:i 63 MATCH LINE - SEE SHEET TR3 15' LIVE OAK 210 4' ELM 80X COVERAGE 407 ILEX 60X JUNIPER IOOX JUNIPER OLEANDER 2EX nT ULTI -TRUNK 'E MYRTLE 96 CLEAR, 3 -2' TRUNK PYGM HOLLY DATE PALMS HOLLY 11' FOXTAIL PALM 203 98 ' HOLLY 4' ELM 205 97 SC s ' HOLLY 2O6 HOLLY 207 3' ELM 100 HOLLY R 100X. COVERAGE 60% ILEX 2OX JUNIPER I�20/. OLEANDER (6'HT) 4bELM-, MULTI` LTRUNK WE MYRTLE IOOX COVERAGE 80X ILEX 100X. COVERAGE 60X ILEX 20'/. JUNIPER ({� } L-i z ■ U w Q �o z co �O T� J.. Z J M i0 J cc I I I LL 100X. COVERAGE 60% ILEX 20% JUNIPER 20'/. OLEANDER (6'HT) 110 a� W V) W W w z -1 I Q I I I I I 108 (o O N I 0 O O ON L L 1 o c 'r C14 o 0 - M 11 c LL iu ® t N L' V U EL ti (1) m Z w �■■� L L >m -c ^ N a) :3 co W m° (.5 C N 0 J o ( wo L � ■ U N z co 0) I) T� J.. Z J M i0 rn N � Q n W ® L.1. >- E O M 7 H L.t- d ^ 0- Z 0 N 6 O O zQ MQ r W O C) o� 0 0 o W t(i U to IC d > 0 mW J W o 4 IL L � �W V N n n Q Q 0 L <1 aaa 10' LIVE OAK EXISTING 9DY COVERAGE TREE 100% JUNIPER INVENTORY Project No. 07025X Date See sheet TR5 for existing tree summary. NOV 1� 2 2007 11/12/07 Sheet PATRICK D. R05ER50N TR1 ISA CERTIFIED AROBRIST FL -1051A ...... -- - -.r- �W V N Q W ® Q J W L- o MQ r W 0 0 10' LIVE OAK EXISTING 9DY COVERAGE TREE 100% JUNIPER INVENTORY Project No. 07025X Date See sheet TR5 for existing tree summary. NOV 1� 2 2007 11/12/07 Sheet PATRICK D. R05ER50N TR1 ISA CERTIFIED AROBRIST FL -1051A ...... -- - -.r- E a 0 O O N 2 0 z I -3v I X U) N 3 0 v N v d (D A7 0 v M X U7 N O 0 N 0, 0 X I� 10 L U o .� Z N 0 M I.- Z a Q < _ wW w I-- v o o c C= I IT > `� c O CO > - •E N 0 �s ..e ~ z LLJ L1J c co co 0 0 � `-I C' u Q 0 Y= N v) tr ca U 62 2 ti ' o Z U) L w N o o0z `=' LL co - - - - - - - - - - - - - - - w c°�a X m mW i- O U N >- z L- ar v w Q -� o r; U a n 4) m o.� Z LL. LL L f0 ct w a N N O U 00 M ODD I-1 U c �` m o co 0 fil W V J CD a 11.0' FROM BACK OF PARKING TO PROPERTY LINE ( +3.5' OF LANDSCAPING FROM PROPERTY LINE TO BACK OF SIDEWALK, WITHIN ROW) S 14.5' OF LANDSCAPE AREA PERCIEVED FROM ROADWAY • ALONG PERIMIETER 0 EX. TREE CANOPY TYP. DER 0 0 JUNIPER OLEANDER S B 5 DER PUD13CARPUS LEANDER OLEA POD S \ 6 -oHW U to OLEANDER PODUCA JASMINE (D I EX, SHRUB TYP. �-^ co 0) 15' LIVE 16' LIVE " J 17' LIVE 15' LIVE 11. LIGU VEA OAK OAK M OAK OAK H 26 ROCK �y EX. TREE TYP.' co � a 124 125 27 Z EE 6'/4' HOLLY 5' HOLLY ~ EE 5' HOLLY ^_ W O 128 129 130 Y 1a_- u ° ® O 131 m _ 04 14' LIVE LI7IG SCR COVERAGE C O OAK HEDGE G 95 O O Z a -- -- - - -• 161 LIVE o O I T OAK F- tiYO CJ" � 132 �° O W - > W n w L N \ $- O • \ i d CL W OAK LIVE \ a W 94 \ 1 6' ELM d o W 93 \ 133 L T Z \ U- J 92 PALM -4' 0 30 60 90 feet -Z U) N 0 2 6' ELM 115 CLEAR TRUNK \ A � U C) \ O O SCALE. 1" = 30' Q \ \ • Qj \ •• �6 C) Q 90% COVERAGE , Qc © c \ ROCK OAKUM /� G i [/ 7COVERAGE 91 \\ 134 `-)3 1' LIVE OAK 90 3-5' \ O CLEAR TRUNK PYGMY DATE 104 PALM 5' EL, \ 0 12' LIVE OAK \ ® 135 123 \ 16' LIVE OAK 6' FOXTAIL a ®a a a PALM ✓ ® � RED TIP GE (TYP) ) REQUIRED. 5' WIDE MIN. BUFFER HEDGE PROVIDED 5' WIDE MIN. BUFFER Sox CaVLRA Sox COVERAGE 1 TREE PER 35' (805LF/35 = 23 TREES) 105 ROCK O PROVIDED, 14 EXISTING TREES + 9 PROPOSED TREES= 23 11' LIVE OAK W TREES PROVIDED V \ 106 \ �l RUCK _ 60% JUNIPER 10' LIVE OAK Q \ • \� Q n/ LUL.L O 136 \ � Q Q \ ® v i v i , L n\ 1--I N 9' LIVE OAK \ •� 16' LIVE 107 EX, TREE TYP. OAK W < } LJ- EX. SHRUB TYP. \ S J \\ w O 88 90X COVERAGE \ W LL • . 6' ELM \ 87 YO 1 22 RED TIP O J i IA HEDGE v 3 5. 2' CLEAR HEDGE (TYP) A 90Y. VERAGE _ DATE PALM PYGMY ,EX. TREE \ co 10' LIVE OAK CANOPY TYP, 121 P" nD O 0 90' AGE 7' FOXTAIL 109 PAL T 120 5. 2' CLEAR 20' LIVE 86 TRUNK PYGMY OAK DATE PALM t 137 EXISTING 90Y. COVERAGE ,---------- - - - - -- TREE 1 0 v ® ® ® ROCK ■ aF ®\ I DETAIL "A" INVENTORY mw� MATCH LINE - SEE SHEET TR4 07025X Date i40V 1 2 2007 11/12/07 See sheet TR5 for existing tree summary. sneer PATRICK p. ROF TR2 15A CERTIFIED AROeRIST BRI87 FL -1051A • 170 18 ❑OAK J) 6' HOLLY 1 W 5' HOLLY I � 149 INDIAN HAWTHORN/ BOXWOOD I 80% COVERAGE I ILEX/MISC I 1 I I I on I I MISC I I I I I I ern N DATE 60'/. 60% 10' LIVE 5 g -6' ELM 7' LIVE OAK 100 /. 1 40% COVERAG COVERAGE ❑ 100X. JUNIPER 100% JUNIPER- 9 EX. TREE CANOPY TYP.? I8' 1 c®1 HOLLY 169 I v 0 31 MULTITRUNK CLEAR CRAPE MYRTLE fa 0 10' HOLLY TANA 163 TRUNK PYGMY 168 I ( I I I I LLI Q DATE PALM I I I I I I I Iooz ILE)I C'j. W 0 I 100 /. COVERAGE ILEX Z Q F- — I i 158 5' H31- Y I w W W_ o 157 s• HaLL 165 �- H U_ 80% COVERAGE 2 n Q �co 100% JUNIPER I I I TRUNK PYGMY DATE PALM 7 I 141 LIVE OAK I 156 I 161 1 9' LIVE OAK I II 155 I I Ila w � I 154 � O m a IL I 16' LIVE OAK W W z 4' FOXTATL W 1 COVERAGE - PALM - T 160 Z --------------- I I100% JUNIPER 6.4' FROM BACK OF PARKING TO PROPERTY LINE 15 I ( +4.0' OF LANDSCAPING FROM PROPERTY LINE TO BACK OF SIDEWALK, WITHIN ROW) 16' LIVE OAK 10.4' OF LANDSCAPE AREA PERCIEVED FROM ROADWAY I z ALONG PERIMIETER I I 152 �, I 13' LIVE OAK 151 I 14' LIVE OAK 4 -0HW I J) 6' HOLLY 1 W 5' HOLLY I � 149 INDIAN HAWTHORN/ BOXWOOD I 80% COVERAGE I ILEX/MISC I 1 I I I on I I MISC I I I I I I ern N DATE 60'/. 60% 10' LIVE 5 g -6' ELM 7' LIVE OAK 100 /. 1 40% COVERAG COVERAGE ❑ 100X. JUNIPER 100% JUNIPER- 9 EX. TREE CANOPY TYP.? 2' CLEAR TRUNK PYGMY DATE PALM 159 04 5' HOLLY 148 e ° MATCH LINE - SEE SHEET TR1 e ® 10' LI K® 10' LIVE OAK 80% rnvMPIAM 18 11' LIVE OAK 24 9' LIVE OAK 36 COVER 20 43;I :�iJiit�! :37), LIVE OAKo C 41 LO' LIVE OF EX. TREE TYP. 7• ELM 100X. COVERAGE 100 % COVERAGE 80X SHRUB 50% ILEX j 20X. GROUND COVER 50% NISC. J 19 *�'�23 DATE TRUNK PALM 2 1 7' ELM II LEAR AIL II TRUNK PYGMY II co DATE PALM ' M 70% COVERAGE 39 115 II wn 38 50X. MISC. 5' 21 CLEAR PALM II LtJ ° TRUNK PYGMY 116 — — — — 7' FOXTAIL \' ' 90X. COVERAGE PALM EX, TREE 90% COVERAGE CANOPY TYP, 00 100% 50X. I 50% . ROCK ROCK a EX, TREE r n w innv T\ /rte 42 l00% 8' LIVE OAK 100% �9' LIVE OAK C55) 56 w cDI LIVE OAK 100 /. 7u 9' LIVE OAK 61 EX, TREE CANOPY TYP, 100% COVERAGE C57) 50% ILEX 50% MISC 4' FO)RAD 9U. COVERAGE ^� PALM -T \ 50% ILEX S. ELM J 40 � 7' FC PALM ❑ ROCK e ° ROCK �� 58 1 6' a 62 iE IV LIVE OAK • OLEANDER 6' HT. II 4 II LLI _ II 7' F[ — _ PALM 90% I u�u AREA IS A JOINT USE BETWEEN THE APARTMENTS AND SHOPPING CENTER JUNIPER 73 :LEAR ER PALMY 74 �... 119 oM 7 100X. COVERAGE 12' LIVE OAK m "'" 113 6•/7' LIVE OAK 9' LIVE OAK 8 112 72 J IPER —11 MULTITRUNK ° CRAPE MYRTLE e' LIVE OAK 10 PER 114 h75 m PLANT 77 100% COVERAGE ' 707 ILEX/OLEANDER 51 2' CLEAR TRUNK PYGMY DATE PALM 90% COVERAGE 70'/. ILEX /OLEANDER. 1' MULTITRUNK CRAPO E 5' 2' CLEAR - 76 DATE PALM PYGMY 78 907 COVERAGE 166 COVERAGE 100X. JUNIPER c®1 v 0 31 MULTITRUNK CLEAR CRAPE MYRTLE fa 0 0) TANA 163 TRUNK PYGMY M 't LLI Q DATE PALM 90 Q C'j. W 0 ILE)t Z Q F- — TITRUN MY 167 CRAPE MYRTL K 164 162 w W W_ o 165 �- H U_ 51 2' CLEAR n Q �co TRUNK PYGMY DATE PALM 7 I =5 161 1 ZO I II O Ila w � IIw O m a IL IIW W z 4' FOXTATL W - PALM - T 160 --------------- I -- 90X. 2' CLEAR TRUNK PYGMY DATE PALM 159 04 5' HOLLY 148 e ° MATCH LINE - SEE SHEET TR1 e ® 10' LI K® 10' LIVE OAK 80% rnvMPIAM 18 11' LIVE OAK 24 9' LIVE OAK 36 COVER 20 43;I :�iJiit�! :37), LIVE OAKo C 41 LO' LIVE OF EX. TREE TYP. 7• ELM 100X. COVERAGE 100 % COVERAGE 80X SHRUB 50% ILEX j 20X. GROUND COVER 50% NISC. J 19 *�'�23 DATE TRUNK PALM 2 1 7' ELM II LEAR AIL II TRUNK PYGMY II co DATE PALM ' M 70% COVERAGE 39 115 II wn 38 50X. MISC. 5' 21 CLEAR PALM II LtJ ° TRUNK PYGMY 116 — — — — 7' FOXTAIL \' ' 90X. COVERAGE PALM EX, TREE 90% COVERAGE CANOPY TYP, 00 100% 50X. I 50% . ROCK ROCK a EX, TREE r n w innv T\ /rte 42 l00% 8' LIVE OAK 100% �9' LIVE OAK C55) 56 w cDI LIVE OAK 100 /. 7u 9' LIVE OAK 61 EX, TREE CANOPY TYP, 100% COVERAGE C57) 50% ILEX 50% MISC 4' FO)RAD 9U. COVERAGE ^� PALM -T \ 50% ILEX S. ELM J 40 � 7' FC PALM ❑ ROCK e ° ROCK �� 58 1 6' a 62 iE IV LIVE OAK • OLEANDER 6' HT. II 4 II LLI _ II 7' F[ — _ PALM 90% I u�u AREA IS A JOINT USE BETWEEN THE APARTMENTS AND SHOPPING CENTER JUNIPER 73 :LEAR ER PALMY 74 �... 119 oM 7 100X. COVERAGE 12' LIVE OAK m "'" 113 6•/7' LIVE OAK 9' LIVE OAK 8 112 72 J IPER —11 MULTITRUNK ° CRAPE MYRTLE e' LIVE OAK 10 PER 114 h75 m PLANT 77 100% COVERAGE ' 707 ILEX/OLEANDER 51 2' CLEAR TRUNK PYGMY DATE PALM 90% COVERAGE 70'/. ILEX /OLEANDER. 1' MULTITRUNK CRAPO E 5' 2' CLEAR - 76 DATE PALM PYGMY 78 907 COVERAGE F- • W / W VJ W w ° w Mac ° G7 ROCK O ° 1 r ❑ W / = ROCK z }O ROCK ROCK ^ _ J U =Ii Q all wll U) BAYRIDGE APARTMENTS MULTIPLE MAS & WOOD BLDGS #3021 OWNER: BAYRIDGE INVESTMENT PARTNERS, LLC ORB 15661, PG 1144 0 30 60 90 feet SCALE. 1" = 30' See sheet TR5 for existing tree summary. F- Z Q I-- co 00 J �Mco c=n m LL Z >- W co OY N U U ¢�v ZU)wW ° °o M CL = W a o z O J I.I_ 1 2 2007 PATRICK D. ROBERSON 15A CERTIFIED AROBRIST FL -1051A I` N (o L O C)l 75 O t0 N (� -' O .Q L Q ](D c L co cp cu ch O 5- vJ N V N a� +�+ O I� op U CL N Qi f6 � z � ��■yy L A'I N N N � ' 0D ns 0 � ILI !✓ � � W lal J t a C7 0 aa� � c®1 v 0 fa 0 0) F- • W / W VJ W w ° w Mac ° G7 ROCK O ° 1 r ❑ W / = ROCK z }O ROCK ROCK ^ _ J U =Ii Q all wll U) BAYRIDGE APARTMENTS MULTIPLE MAS & WOOD BLDGS #3021 OWNER: BAYRIDGE INVESTMENT PARTNERS, LLC ORB 15661, PG 1144 0 30 60 90 feet SCALE. 1" = 30' See sheet TR5 for existing tree summary. F- Z Q I-- co 00 J �Mco c=n m LL Z >- W co OY N U U ¢�v ZU)wW ° °o M CL = W a o z O J I.I_ 1 2 2007 PATRICK D. ROBERSON 15A CERTIFIED AROBRIST FL -1051A I` N (o L O C)l 75 O t0 N (� -' O .Q L Q ](D c L co cp cu ch O 5- vJ N V N a� +�+ O I� op U CL N Qi f6 � z � ��■yy L A'I N N N � ' 0D ns 0 � ILI !✓ � � W lal J t a C7 0 Q Sw 0 ©aaaa QC ■ U N fa 0 0) 10 0 M 't LLI Q _ N Q L0 W 0 v -- Z Q F- — a. w W W_ o J �- H U_ It n Q �co =1 Z N O O ZO rn O °� o MU w � O m a IL W z 0 g R 0- Q Sw 0 ©aaaa QC U7 fa 0 10 0 Q LLI Q OD N Q Q Sw 0 ©aaaa QC EXISTING TREE INVENTORY Project No. 07025X rate 11/12/07 J rW V Q LLI Q OD N Q W 0 Q J Q O — a. w LL Cn J �- U n Q �co a EXISTING TREE INVENTORY Project No. 07025X rate 11/12/07 J MATCH LINE - SEE SHEET TR2 / / / 4 I OOY COVERAGE 70X AE% /OLEANDER / SHRUB TYP. / 84 EX. TREE TYP. / ' S• 2' CLEAR / TRUNK PYGMY / 5• ELM- DATE PALM 100% COVERAGE / 7('/. ILEX/OLEAND / 83 \� / I nT -1 I IM COVERAGE L_U I I 70Z ILEX/OLEANDER 5' 2' CLEAR ^/\ I I-1-1 i %1 A I< TRUNK PYGM 82 / - DATE PALM 9' FOXTAIL / (- A^ i I I i\ N I /1 I I A I PALM 5' ELM / I L5 I v I > / 1 —STY MAS BLDG #'S 1500 -1620 / 164,995 SQ FT MOL / "MULTIPLE BUSINESSES" CIO I w I ROCK U) I W W _Z J r 2 Raac w ♦ �� D.EX/ 0 I JUNIPER aROCK � I - I I T � L_v I L n A It F -A ^I IIt--\NI ^%11 I A i -7 r rr E Q- 0 O O O N O z 1 L I X L0 N O U) 3 fn C 0 U d N O d N M T d M X N O O U N O I 0 AREA IS A JOINT USE BETWEEN THE APARTMENTS AND SHOPPING CENTER .i NOT TO 77CA L® I I I I I I I I I ' I 1 —STY MAS BLDG #1610 I / I WE I I - I L— — — — — — — — — — — — — — — — J REQUIRED 5' WIDE MIN. BUFFER PROVIDED, 5' WIDE MIN. BUFFER 1 TREE PER 35' (805LF/35 = 23 TREES) PROVIDED, 14 EXISTING TREES + 9 PROPOSED TREES= 23 TREES PROVIDED a 9 N I z C:) i��.+ C:) I 5 m z L ® a Q � Q a) W '"' ",Or 0 � 22 'd a > � r r c v-i J LL. lb Z (/� m rn (V o Ow_ vOf E Q v LL z fA ~ W di O Z p 0 z :*' LL w Cl) o O a U)) Q W a a c N m ' } z v W Q - w do O � Q) ;�' N N 0 ,� z LL a N V � � ao mco U c N � G/� T�•I C a hi Fil fil V J m a cm � e 0 0 30 60 90 feet rLM—r7--= SCALE. I"= 30' See sheet TR5 for existing tree summary. 10 1 2 2007 PATRICK D. R05ERSON ISA CERTIFIED AROBRIST FL -1081A L U ■ N 11 0 a Z 4 0) W ii O 0) Q 00 (� Q M co W Q Q O J Q W W O J W >- L t. 04 d QM Z N 00 Z O � oW J MU to \ > O m W � Q z a Q„ L rW V 11 0 a r m L u W ii O O 0 JQ) EXISTING TREE INVENTORY Project No. 07025X I Date 11/12/07 I` TR4 rW V W ii < Q 00 NN Q o W Q Q O J Q W LL C/) J >- U d QM 0 EXISTING TREE INVENTORY Project No. 07025X I Date 11/12/07 I` TR4 Comments no root space bare, tip die back deadwood, possible mistletoe 2' clear trunk structure to one side structure to one side crown dieback 2' clear trunk 2' clear trunk 2' clear trunk ble fungus(mushroom) at base, tip die back some canopy dieback, dead wood tip die back tip die back included bark, canopy die back 2' clear trunk insects tip die back, damage to trunk structure to one side poor structure, good canopy tip die back 3.5' spread 6- spread 2' clear trunk structural defects 3" multitrunk 3 -.2' clear trunk W multitrunk 2' clear trunk 2' clear trunk 2' clear trunk 3 - 2' clear trunk 3 - 2' clear trunk 2' clear trunk 10' clear trunk 10' clear trunk 10' clear trunk 117 Foxtail Palm Wodyetia bifurcata Diameter Good 80 10' clear trunk 118 • Breast Height General Canopy # Tree Type Genus/ Species (inches) Condition Density (%) 1 Elm Ulmus parvifolia 5 Good 80 2 Elm Ulmus parvifolia 4 Good 80 3 Live Oak Quercus virginiana 12 Good 80 4 Live Oak Quercus virginiana 10 Good 80 5 Elm Ulmus parvifolia 6 Poor 60 6 Elm Ulmus parvifolia 6 Good 80 7 Pygmy Date Palm P_ heonix roebelenii 5 Fair 60 8 Elm Ulmus parvifolia 9 Good 80 9 Live Oak Quercus virginiana 10 Good 80 10 ' Live Oak Quercus virginiana 7 Good 80 11 Live Oak Quercus virginiana 9 Good 80 12 - Live Oak Quercus virginiana 5 ",5" Good 80 13 Elm Ulmus parvifolia 3 Fair 70 14 ; Elm Ulmus parvifolia 4 Dead 30 15 Elm Ulmus parvifolia 3 Good 80 16 : Elm Ulmus parvifolia 4 Good 80 17 `: Live Oak :Quercus virginiana 11 Good 80 18 Live Oak Quercus virginiana 11 Good 80 19 ' Pygmy Date Palm " Pheonix roebelenii 5 Good 80 20 - Elm Ulmus parvifolia 7 Good 80 21 Pygmy Date Palm Pheonix roebelenii 5 Good 80 22 ' Elm Ulmus parvifolia" 7 Good 80 23 Pygmy Date Palm roebelenii 5 Good 80 24 ; Live Oak Quercus virginiana 10 Fair /Poor 70 possi 25 Live Oak Quercus virginiana 10 Fair 60 26 Live Oak Quercus virginiana 5 Good/Fair 70 27 Live Oak Quercus virginiana 6 Good/Fair 70 28 Elm Ulmus parvifolia 3 Good 80 29 Elm Ulmus parvifolia 3 Good 80 30 Elm Ulmus parvifolia 3 Good 80 31 Elm Ulmus parvifolia 3 Good 80 32 Elm Ulmus parvifolia 3 Good 80 33 Live Oak Quercus virginiana 9 Good 80 34 Live Oak Quercus virginiana , 7 Good 80 35 Live Oak Quercus virginiana 10 Poor 60 36 Live Oak Quercus virginiana 9 Good 80 37 Live Oak Quercus virginiana 12 Good 80 38 Elm Ulmus parvifolia 5 Good 80 39 Pygmy Date Palm Pheonix roebelenii 5 Good 80 40 Elm Ulmus parvifolia 5 Good 80 41 Live Oak Quercus virginiana 10 Good 80 42 Live Oak Quercus virginiana 8 Good 80 43 Live Oak Quercus virginiana 4 Poor /Fair 80 44 Live Oak Quercus virginiana 8 Good 80 45 Live Oak Quercus virginiana 9 Poor /Fair 60 46 Live Oak Quercus virginiana ; 6 ",4" Good 80 47 Elm Ulmus parvifolia 3 Good 80 48 Elm Ulmus parvifolia 4 Good 80 49 Elm Ulmus parvifolia 4 Good/Fair 70 50 Elm Ulmus parvifolia_ 4 Good 80 51 Live Oak Quercus virginiana 9 Good 80 52 Live Oak Quercus virginiana 4 Good/Fair 80 53 Live Oak Quercus virginiana ; 8 Good 80 54 Live Oak Quercus virginiana 9 Good 80 55 Live Oak Quercus virginiana 9 Good 80 56 Live Oak Quercus virginiana 9 Good 80 57 Foxtail Palm Wodyetia bifurcata 4 Good 80 58 Foxtail Palm Wodyetia bifurcata 9 Good 80 59 Elm Ulmus parvifolia 6 Good 80 60 Pygmy Date Palm Pheonix roebelenii 5 Good 80 61 Live Oak Quercus virginiana 9 Good 80 62 ; Live Oak Quercus virginiana 11 Good 80 63 Live Oak Quercus virginiana 9 Good 80 64 Live Oak Quercus virginiana 8 Good 70 65 Live Oak Quercus virginiana 8 Good 80 66 Live Oak Quercus virginiana 6 Good 80 67 Live Oak Quercus virginiana 12 Good 80 68 Elm Ulmus parvifolia 5 Good 80 69 Elm Ulmus parvifolia 3 Good 80 70 Elm Ulmus parvifolia 4 Good 80 71 Elm Ulmus parvifolia 5 Good 80 72 Crape Myrtle Lagerstoemia indica.- 1 Good 80 73 Live Oak Quercus virginiana 18 Good 90 74 Pygmy Date Palm Pheonix roebelenii 5 Good _80 75 Live Oak Quercus virginiana 11 ",12" Good 90 76 Crape Myrtle Lagerstoemia indica' 1 Good 80 77 Pygmy Date Palm Pheonix roebelenii 5 Good 80 78 P m Date Palm Yg,. Y_ Pheonix roebelenii 5 Good 80 79 Elm Ulmus parvifolia 4 Good 80 80 Elm Ulmus parvifolia 5 Good 80 81 Foxtail Palm Wodyetia bifurcata 9 Good 80 82 ' Pygmy Date Palm Pheonix roebelenii 5 Good 80 83 Elm Ulmus parvifolia 5 Good 80 84 Pygmy Date Palm Pheonix roebelenii 5 Good 80 85 Elm parvifolia 5 Good 80 86 Foxtail Palm_ Wodyetia bifurcata 6 Good 80 87 Elm Ulmus parvifolia 6 Good 80 88 " Elm Ulmus parvifolia 6 Good 80 89 Elm Ulmus parvifolia 5 Good 80 90 Live Oak Quercus virginiana , 11 Good 90 91 Pygmy Date Palm Pheonix roebelenii 5 Good 80 92 Elm Ulmus parvifolia p 6 Good 80 93 Elm Ulmus parvifolia 6 Good 80 94 Live Oak Quercus virginiana 9 Good 90 95 Live Oak Quercus virginiana 16 Good 90 96 Pygmy Date Palm Pheonix roebelenii 5 Good 80 97 Elm Ulmus parvifolia 4 Good 80 98 Foxtail Palm Wodyetia bifurcata 11 Good 80 99 Elm Ulmus parvifolia 3 Good 80 100 Elm Ulm us parvifolia 3 Good 80 101 Elm Ulmus parvifolia 4__ Good_ 80 102 Elm Ulmus parvifolia 6 Good 80 103 Elm Ulmus parvifolia 4 Good 80 104 Live Oak Quercus virginiana 12 Good 90 105 Live Oak Quercus virginiana 11 Good 90 106 Live Oak Quercus virginiana 10 Good 90 107 Live Oak Quercus virginiana 9 Good 90 108 Live Oak Quercus virginiana 9 Good 90 109 Live Oak Quercus virginiana 10 Good 90 110 Live Oak Quercus virginiana 10 Good 90 111 Live Oak Quercus virginiana 12 Good 90 112 Live Oak Quercus virginiana 6 ",T' Good 90 113 Live Oak Quercus virgin- iana 9 Good 90 114 Live Oak Quercus virginiana 8 Good 90 115 Foxtail Palm Wodyetia bifurcata 6 Good 80 116 Foxtail Palm Wodyetia bifurcata 7 Good 80 Comments no root space bare, tip die back deadwood, possible mistletoe 2' clear trunk structure to one side structure to one side crown dieback 2' clear trunk 2' clear trunk 2' clear trunk ble fungus(mushroom) at base, tip die back some canopy dieback, dead wood tip die back tip die back included bark, canopy die back 2' clear trunk insects tip die back, damage to trunk structure to one side poor structure, good canopy tip die back 3.5' spread 6- spread 2' clear trunk structural defects 3" multitrunk 3 -.2' clear trunk W multitrunk 2' clear trunk 2' clear trunk 2' clear trunk 3 - 2' clear trunk 3 - 2' clear trunk 2' clear trunk 10' clear trunk 10' clear trunk 10' clear trunk 117 Foxtail Palm Wodyetia bifurcata 7 Good 80 10' clear trunk 118 • Foxtail Palm Wodyetia bifurcata 7 Good 80 10' clear trunk 119 Foxtail Palm Wodyetia bifurcata 7 Good 80 10' clear trunk 120 Pygmy Date Palm_ Pheonix roebelenii 5 Good 80 2' clear trunk 121 Foxtail Palm Wodyetia bifurcata 7 Good 80 10' clear trunk 122 Pygmy Date Palm Pheonix roebelenii 5 Good 80 2' clear trunk 123; Foxtail Palm Wodyetia bifurcata 6 Fair /Poor 50 10' clear trunk 124, Live Oak Quercus virginiana 17 Good 90 W 125 ; Live Oak Quercus virginiana 15 Good 90 TREE CANOPIES FOUND THAT THE CANOPIES 126 Live Oak Quercus virginiana 15 Good 90 r L 127' Live Oak Quercus virginiana 16 Good 90 128 Holly Ilex x attenuata 6 ",4" Good 85 129 Holly Ilex x attenuata 5 Good 85 130 Holly Ilex x attenuata 5 Good 85 131 Holly Ilex x attenuata 5 Good 85 132 Live Oak Quercus virginiana 16 Good 85 Power line encroachments 133 Sabal Palm Sabal Palmetto 12 Good 80 4' clear trunk, growing through fence and wall 134 Live Oak Quercus virginiana 16 Good 85 Power line encroachments 135 Live Oak Quercus virginiana 16 Good 85 Power line encroachments 136 Live Oak Quercus virginiana 16 Good 85 Power line encroachments 137 Live Oak Quercus virginiana 20 Good 85 Power line encroachments 138 Live Oak Quercus virginiana 20 Good 85 Power line encroachments 139 Live Oak Quercus virginiana 20 Good 85 Power line encroachments 140 Live Oak Quercus virginiana 18 Good 85 Power line encroachments 140A Live Oak Quercus virginiana 19 Good 85 Power line encroachments 141 Live Oak Quercus virginiana 24 Good 85 Power line encroachments 142 Live Oak Quercus virginiana 16 Good 85 Power line encroachments 143 Live Oak Quercus virginiana 24 Good 85 Power line encroachments 144 Live Oak Quercus virginiana 16 Good 85 Power line encroachments 145 Live Oak Quercus virginiana 20 Good 85 Power line encroachments 146 Live Oak Quercus virginiana 20 Good 90 147 Live Oak Quercus virginiana 17 Good 90 148 Holly Ilex x attenuata 5 Good 80 149 Holly Ilex x attenuata 5 Good 80 150 Holly Ilex x attenuata 6 Good 80 151 Live Oak Quercus virginiana 14 Fair 60 Power line encroachments 152 Live Oak Quercus virginiana 13 Good 75 Power line encroachments 153 Live Oak Quercus virginiana 16 Good/Fair 75 Power line encroachments 154 Live Oak Quercus virginiana 16 Good/Fair 75 Power line encroachments 155 Live Oak Quercus virginiana 9 Good/Fair 75 Power line encroachments 156 Live Oak_ Quercus virginiana 14 Good /Fair 60 Power line encroachments, sparse canopy 157 Holly Ilex x attenuata 5 Fair 75 Power line encroachments, band digging into trunk 158 Holly Ilex x attenuata 5 Good 80 159 Foxtail Palm Wodyetia bifurcata 3 Good 90 10' clear trunk 160 Foxtail Palm Wodyetia bifurcata 4 Good 90 10' clear trunk 161 Pygmy Date Palm Pheonix roebelenii 2 Good 80 2' clear trunk 162 Date Palm Pheonix roebelenii 2 Good 80 2' clear trunk 163 "Pygmy Pygmy Date Palm Pheonix roebelenii 2 Good 80 2' clear trunk 164 Crape Myrtle Lagerstoemia indica 3 Good 80 multitrunk 165 Crape Myrtle Lagerstoemia indica 4 Good 80 multitrunk 166 Crape Myrtle Lagerstoemia indica 3 Good 80 multitrunk 167 Pygmy Date Palm Pheonix roebelenii 2 Good 80 2' clear trunk 168 Holly Ilex x attenuata 10 Good 80 169 Holly Ilex x attenuata 8 Good 80 170 Live Oak Quercus virginiana 18 Fair 60 Power line encroachments 171 Live Oak Quercus virginiana 15 Good/Fair 75 Power line encroachments 172 Live Oak Quercus virginiana 20 Fair 60 Power line encroachments 173 Live Oak Quercus virginiana 15 Good/Fair 75 Power line encroachments 174 Live Oak Quercus virginiana 22 Good/Fair 75 Power line encroachments 175 Live Oak Quercus virginiana 20 Good /Fair 75 Power line encroachments 176 Holly Ilex x attenuata 8 Fair /Poor " 60 Poor structure, tip die back 177 Holly Ilex x attenuata 8 Good 80 178 Holly Ilex x attenuata 6 ',T' Good 80 179 Holly Ilex x attenuata 8 Good 80 180 Live Oak Quercus virginiana 17 Good /Fair 75 Power line encroachments 181 Live Oak Quercus virginiana 12 Good /Fair 75 Power line encroachments 182 Live Oak Quercus virginiana 18 Good/Fair 80 Pow_ er line encroachments 183 Holly Ilex x attenuata 8 Good 80 184 Holly Ilex x attenuata 7 Good 80 185 Live Oak Quercus virginiana 13 Good 80 186 Live Oak Quercus virginiana 14 Good 80 187 Live Oak Quercus virginiana 15 Good 80 188 Live Oak Quercus virginiana 15 Good 80 189 Live Oak Quercus virginiana 14 Good 80 190 Holly Ilex x attenuata 6 Good 80 191 Holly Ilex x attenuata 6 Good 80 192 Holly Ilex x attenuata 7 Good 70 193 Holly Ilex x attenuata 6 Good 80 194 Holly Ilex x attenuata 7 Good 80 195 Holly Ilex x attenuata 8 Good 80 196 Live Oak Quercus virginiana 19 Good /Fair 80 Power line encroachments 197 Live Oak Quercus virginiana 12 Good/Fair 80 Power line encroachments 198 Live Oak Quercus virginiana 16 ",13" Good/Fair, 80 Power line encroachments 199 Live Oak Quercus virginiana 20 Fair 50 Power line encroachments 200 Live Oak Quercus virginiana 19 Fair 50 Power line encroachments 201 Live Oak_ Quercus virginiana 16 Fair 50 Power line encroachments 202 Holly Ilex x attenuata 5 Good 90 203 Holly Ilex x attenuata 4 Good 80 204 Live Oak Quercus virginiana 13 Good 90 205 Holly Ilex x attenuata 5 Good 80 206 Holly Ilex x attenuata 7 Good 90 207 Holly Ilex x attenuata 6 Good 90 208 Holly Ilex x attenuata 6 Good 90 209 Crape Myrtle Lagerstoemia indica 3 Good 80 210 Live Oak Quercus virginiana 15 Good 90 211 Live Oak Quercus virginiana 9 Good 90 212 Live Oak Quercus virginiana 20 Good 90 213 Live Oak Quercus virginiana 16 Good 90 214 Bottle brush Callistemon viminalis 5 Good 90 215 Bottle brush Callistemon viminalis 5 Good 90 I 216 Bottle brush Callistemon viminalis 5 Good 90 217 Washingtonia Palm Washingtonia robusta 13 Good 90 218 Washingtonia Palm Washingtonia robusta 13 Good 90 219 Washingtonia Palm Washingtonia robusta 13 Good 90 220 Holly Ilex x attenuata 4 Good 90 221 Holly Ilex x attenuata 5 Good 90 222 Holly Ilex x attenuata 5 Good 80 Tip die Back 223 Holly Ilex x attenuata 6 Good 90 224 Holly Ilex x attenuata 4 Good 90 225 Pygmy Date Palm Pheonix roebelenii 2 Good 90 226 Holly Ilex x attenuata 5 Good 90 227 Crape Myrtle Lagerstoemia indica 3 Good 90 228 Holly Ilex x attenuata 6 Good 90 229 Holly Ilex x attenuata 6 Good 90 230 Holly Ilex x attenuata 6 Good 90 231 Holly Ilex x attenuata 8 Good 90 232 Holly Ilex x attenuata 8 Good 90 233 Holly Ilex x attenuata 7 Good 90 0 General condition determinations based on the follo ■ Uul Highly Visible Factors Considered N Structural Defects of Z General Overall Canopy Amount of trunk, scaffold M o Condition vigor density : deadwood branches Pests Extents of decay W Q Large: Major; Severe scoffold Major- conks and Decline /Dead Decline <20% branches Evidence of failure Infested cavities U) m W v Z }W Twig and Infestation of One to a few a branch significant conks: small Poor Declining 20-609,66 dieback Major pests cavities 2 F_- U_ Present at Fair Low 60-80% Small twigs Some Minor pruning wounds W U)" cc) a O a- Present at Good Good 80 -100% Little or none Minor Minor pruningwounds rn None or W Excellent Excellent 100% None None Insignificant Absent BASED ON "TREES AND DEVELOPMENT ", MATHENY CLARK, 1998 W EXISTING TREE INVENTORY SUMMARY BASED ON Z5 W FIELD VISITS ON OCTOBER 26 AND 30, 2007 BY ISA > O m CERTIFIED ARBORIST. GENERAL OBSERVATION OF $ TREE CANOPIES FOUND THAT THE CANOPIES O WERE CONSISTENT WITH THE SIZE AND SPECIES LL OF TREE. r L f SHEET TR3 ORANGE MESH CONSTRUCTION FENCING EXISTING TREE PROTECTION_ GENERAL NOTES 2 "x2" MINIMUM LUMBER PROTECTIVE BARRIERS ARE USED DURING LAND ALTERATION AND CONSTRUCTION ACTIVITIES TO PROTECT TREES AND NATURAL AREAS TO BE RETAINED ON A SITE. PROTECTIVE BARRIERS MUST BE ERECTED AROUND TREES TO BE RETAINED WITHIN AN AREA WHERE LAND ALTERATION AND CONSTRUCTION ACTIVITIES WILL OCCUR AS WELL AS ALONG NATURAL AREAS WHERE SUCH AREAS ARE ADJACENT TO PERMITTED LAND ALTERATION OR CONSTRUCTION ACTIVITIES. A PROTECTIVE BARRIER MUST REMAIN IN PLACE UNTIL THE LAND ALTERATION AND CONSTRUCTION ACTIVITIES ARE COMPLETED OR UNTIL COMMENCEMENT OF GRADE FINISHING AND SODDING. NO GROUND DISTURBANCE MUST OCCUR WITHIN THE BARRICADED AREA. THE FOLLOWING REPRESENTS MINIMUM PROTECTION BARRIER SPECIFICATIONS. DURING LAND ALTERATION AND CONSTRUCTION ACTIVITIES, IT SHALL BE UNLAWFUL TO REMOVE VEGETATION BY GRUBBING OF TO PLACE SOIL DEPOSITS, DEBRIS, SOLVENTS, CONSTRUCTION MATERIAL, MACHINERY OR OTHER EQUIPMENT OF ANY KIND WITHIN THE DRIPLINE OF A TREE TO REMAIN ON THE SITE UNLESS OTHERWISE APPROVED BY THE COUNTY. 1. TREES — TO RESTRICT ACCESS INTO THE AREA WITHIN THE DRIPLINE OF A TREE, A PHYSICAL STRUCTURE NOT LESS THAN 3 FEET IN HEIGHT, COMPRISED OF WOOD OF OTHER SUITABLE MATERIAL, IS PLACED AROUND THE TREE AT THE DRIPLINE, EXCEPT WHERE LAND ALTERATION OR CONSTRUCTION ACTIVITIES ARE APPROVED WITHIN THE DRIPLINE. THE DRIPLINE OF A TREE IS THE IMAGINARY, VERTICAL LINE THAT EXTENDS DOWNWARD FROM THE OUTERMOST TIPS OF THE TREE'S BRANCHES TO THE GROUND. BARRIER SPECIFICATIONS FOR TREES: FOUR CORNER UPRIGHT STAKES OF NO LESS THAN 2" X 2" LUMBER CONNECTED BY HORIZONTAL MEMBERS OF NO LESS THAN 1 " X 4" LUMBER; OR UPRIGHT STAKES SPACED AT 5' INTERVALS OF NO LESS THAN 2" X 2" LUMBER CONNECTED BY SILT SCREEN FABRIC OR MATERIAL OF COMPARABLE DURABILITY. TREE BARRICADE DETAIL i SHEET TR2 SHEET TR4 10 1 2 2007 PATRICK D. ROBERSON ISA CERTIFIED AROSIRIST FL -1051A P_ N (C L I o ±• C) N V -' .O .Q L C � N 0 L0 0 ca M o U_ W a� 0 L N U � r o U a c14 N 3 0 Z W L N 'd Q > m O v N 5 o �1 m 0D U c N O ca rn O -a o c --I m a Cz 2 ° 0 ■ Uul U N Z ❑ Lu M o Vj F- a� tit Q W Q Z I— co W 0- 00 0 > O � �0 zz U) m W v Z }W a ❑� a p x = N O ¢� W U Q�v 2 F_- U_ zZ ci W o oOz J W U)" cc) a O a- CO 00 m W z rn W Q C) W Mato Z5 W > O m O $ W O ;s LL PROTECTIVE BARRIERS ARE USED DURING LAND ALTERATION AND CONSTRUCTION ACTIVITIES TO PROTECT TREES AND NATURAL AREAS TO BE RETAINED ON A SITE. PROTECTIVE BARRIERS MUST BE ERECTED AROUND TREES TO BE RETAINED WITHIN AN AREA WHERE LAND ALTERATION AND CONSTRUCTION ACTIVITIES WILL OCCUR AS WELL AS ALONG NATURAL AREAS WHERE SUCH AREAS ARE ADJACENT TO PERMITTED LAND ALTERATION OR CONSTRUCTION ACTIVITIES. A PROTECTIVE BARRIER MUST REMAIN IN PLACE UNTIL THE LAND ALTERATION AND CONSTRUCTION ACTIVITIES ARE COMPLETED OR UNTIL COMMENCEMENT OF GRADE FINISHING AND SODDING. NO GROUND DISTURBANCE MUST OCCUR WITHIN THE BARRICADED AREA. THE FOLLOWING REPRESENTS MINIMUM PROTECTION BARRIER SPECIFICATIONS. DURING LAND ALTERATION AND CONSTRUCTION ACTIVITIES, IT SHALL BE UNLAWFUL TO REMOVE VEGETATION BY GRUBBING OF TO PLACE SOIL DEPOSITS, DEBRIS, SOLVENTS, CONSTRUCTION MATERIAL, MACHINERY OR OTHER EQUIPMENT OF ANY KIND WITHIN THE DRIPLINE OF A TREE TO REMAIN ON THE SITE UNLESS OTHERWISE APPROVED BY THE COUNTY. 1. TREES — TO RESTRICT ACCESS INTO THE AREA WITHIN THE DRIPLINE OF A TREE, A PHYSICAL STRUCTURE NOT LESS THAN 3 FEET IN HEIGHT, COMPRISED OF WOOD OF OTHER SUITABLE MATERIAL, IS PLACED AROUND THE TREE AT THE DRIPLINE, EXCEPT WHERE LAND ALTERATION OR CONSTRUCTION ACTIVITIES ARE APPROVED WITHIN THE DRIPLINE. THE DRIPLINE OF A TREE IS THE IMAGINARY, VERTICAL LINE THAT EXTENDS DOWNWARD FROM THE OUTERMOST TIPS OF THE TREE'S BRANCHES TO THE GROUND. BARRIER SPECIFICATIONS FOR TREES: FOUR CORNER UPRIGHT STAKES OF NO LESS THAN 2" X 2" LUMBER CONNECTED BY HORIZONTAL MEMBERS OF NO LESS THAN 1 " X 4" LUMBER; OR UPRIGHT STAKES SPACED AT 5' INTERVALS OF NO LESS THAN 2" X 2" LUMBER CONNECTED BY SILT SCREEN FABRIC OR MATERIAL OF COMPARABLE DURABILITY. TREE BARRICADE DETAIL i SHEET TR2 SHEET TR4 10 1 2 2007 PATRICK D. ROBERSON ISA CERTIFIED AROSIRIST FL -1051A P_ N (C L I o ±• C) N V -' .O .Q L C � N 0 L0 0 ca M o U_ W a� 0 L N U � r o U a c14 N 3 0 Z W L N 'd Q > m O v N 5 o �1 m 0D U c N O ca rn O -a o c --I m a Cz 2 ° 0 i ■ Uul N z ❑ 4 _ M Nr 0) Q M co LO W n t.J Z 1- ._ .. ❑� NW J O J M2 2 F_- U_ dr J Z N 0 CO 00 zQ rn 0 J C) W Mato o > O m , W $ W O ;s r L 4 IL i rW V ❑ Q W n n 111111° L�a�aaa GENERAL NOTES & DETAILS I Project No. 07025X Date 11/12/07 sheaf TR5 rW V ❑ Q W Q 0 W J O ❑ ❑� Q J W J }- U n M_ CO 0 it GENERAL NOTES & DETAILS I Project No. 07025X Date 11/12/07 sheaf TR5