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FLD2009-09033CITY OF C LEARWAT E R POST OFFICE Box 4748, CLEARWATER, FLORIDA 33758-4748 MuNICIPAL Swim BuILDING,100 SouTH MYRTLEAvEwE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 562-4567 FAx 0727) 5624865 PLANNING DEPARTMENT November 18, 2009 Gulf Coast Consulting, Inc. David Bilyeu 13825 Icot Boulevard Suite 605 Clearwater, FL 33760 RE: Development Order - Case FLD2009 -09033 1225 Highland Avenue Dear Mr. Bilyeu: This letter constitutes a Development Order pursuant to Section 4- 206.D.6 of the Community Development Code. On November 17, 2009, the Community Development Board reviewed your request for Flexible Development application to permit attached dwellings in the High Density Residential (riDR) District and Commercial (C) District with a lot area of 140,075 square feet, a lot width of 166 feet (along Highland Avenue) and 627 feet (along Barry Street), a front (west) setback of 289.3 feet (to porte- cochere) and 29.2 feet (to pavement), a front (north) setback of 26 feet (to building) and 17.5 feet (to pavement), a side (south) setback of 22.8 feet (to building) and 8.3 feet (to pavement), a side (west) setback of 30.3 feet (to building), a rear (south) setback of 134.1 feet (to building), a side (east) setback of 24.7 feet (to building) and 16 feet (to pavement), a rear (south) setback of five feet (to pavement), a side (west) setback of four feet (to pavement), a rear (south) setback of 22 feet (to pavement) and a side (east) setback of 41.6 feet (to building) and five feet (to pavement), a building height of 49 feet (to midpoint of roof) and 91 parking spaces under the provisions of Community Development Code Sections 2- 504.F and 2 -704.0 as a residential infill project and comprehensive infill redevelopment project respectively and a reduction to interior landscape requirements from 10 percent to 5.5 percent, a reduction to the side (east) landscape buffer from 10 feet to five feet, a reduction to the side (west) landscape buffer from 10 feet to four feet and a reduction to the rear (south) landscape buffer from 10 feet to five feet as a Comprehensive Landscape Program under the provisions of Community Development Code Section 3- 1202.G. The Community Development Board (CDB) APPROVED the application with the following Findings of Fact, Conclusions of Law and Conditions of Approval: �y TQUAL EMPLOYMENT AND AFFIRMATIVE ACTION EMPLOYER" Findings of Fact: 1. The 3.22 acre site is located at the northeast corner of Highland Avenue and Barry Street; 2. That the subject property is located within the High Density Residential (HDR) District and the Residential High (RH) Future Land Use Plan category; 3. That the subject property is located within the Commercial (C) District and the Commercial General (CG) Future Land Use Plan category; 4. The property was previously used as a bowling alley and is now vacant; 5. The applicant, Pine Berry Senior Limited Partnership, proposes to redevelop the subject property with 85 attached dwelling units; 6. The structure is proposed at a height of 49 feet to midpoint of the roof, 7. The proposal includes a reduction to the rear (south) setback from 15 feet to five feet; 8. The proposal includes a reduction to the interior landscape requirement from 10 percent of vehicular use area to 5.5 percent of vehicular use area; 9. The proposal includes reductions to the landscape buffer on the side (east) from 10 feet to five feet, the side (west) from 10 feet to four feet and the rear (south) from 10 feet to five feet; 10. The submitted Parking Demand Study demonstrates the requested parking space reduction from 170 spaces to 91 spaces is adequate; and 11. There are no outstanding Code Enforcement issues associated with the subject property. Conclusions of Law: 1. That the development proposal is consistent with the Standards as per Tables 2-50.1.1 and 2- 701.1 of the Community Development Code; 2. That the development proposal is consistent with the Flexibility criteria as. per Section. 2- 5041 and 2 -704.0 of the Community Development Code; 3. That the development proposal is consistent with the General Standards for Level Two . Approvals as per Section 3 -913 of the Community Development Code; and 4. The development proposal is consistent with the Flexibility criteria as per'Section .3- 1202.G of Community Development Code. Conditions of Approval: 1. That prior to the issuance of any permit, a Declaration of Unity of Title combining parcels 23- 29 -15- 29034 - 000 -0060 and 23- 29 -15- 00000 -210 -0310 be recorded in the public records and a copy of said recorded document be provided to the Planning and Development Department; 2. That a six foot, PVC vinyl fence be installed on the east side of the property; 3. That, prior to the Certificate of Occupancy, all utility and communication lines be placed underground and electric panels and boxes be painted the same color as the building; 4. That any applicable Public Art and Design Impact Fee be paid prior to the issuance of any permits; 5. That all Parks and Recreation fees be paid prior to the issuance of any permits; 6. That any future freestanding sign be a monument -style sign a maximum of six feet in height; and 7. The final design and color of the building be consistent with the plans approved by the CDB. Pursuant to Section 4 -407, an application for a building permit or other approvals shall be made within one year of the date of Flexible Development approval (November 17, 2010). All required certificates of occupancy shall be obtained within two years of the date of issuance of the initial building permit. The building permit must be obtained within six months of the initial permit application. This timeframe to obtain the initial building permit may be extended for an additional six months for cause by the Community Development Coordinator. Time frames do not change with successive owners. The Community Development Coordinator may grant an extension of time for the Flexible Development approval for a period not to exceed one year and only within the original period of validity. The issuance of this Development Order does not relieve you of the necessity to obtain any building permits or pay any impact fees that may be required. In order to facilitate the issuance of any permit or license affected by this approval, please bring a copy of this letter with you when applying for any permits or licenses that require this prior development approval. Additionally, an appeal of a Level Two approval (Flexible Development) may be initiated pursuant to Section 4 -502.13 by the applicant or by any person granted party status within 14 days of the date of the CD13 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 December 1, 2009 (14 days from the date of the CD13 meeting). If you have any questions, please do not hesitate to call A. Scott Kurleman, Planner III, at 727- 562 -4553. You can access zoning information for parcels within the City through our website: WWW.nl'�cl earwater.axtni gov ;- depts /p.lan.n ing. Sincerely, cta4ee?, Planning & Development Director SAPlanning Department \C D B\FLEX (FLD) \Inactive Or Finished Applications \Highland S 1225 - Pine Berry Senior Apts (C) (HDR) 2009.11 - Approved - SK \1225 Highland (Pine Berry Senior Living) - Development Order.Doc 0 Planning Department Cie aivater 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 $ CASE #: RECEIVED BY (staff initials): DATE RECEIVED: U OCT 2. DEVELON�1ENT yEh'dICFS DEPT CITY OF CLEAR%Ay TER * NOTE: 15 TOTAL SETS OF INFORMATION REQUIRED (APPLICATIONS PLUS SITE PLAN SETS) FLEXIBLE DEVELOPMENT APPLICATION Comprehensive Infill Redevelopment Project (Revised 07/11/2008) — PLEASE TYPE OR PRINT— A. APPLICANT, PROPERTY OWNER AND AGENT INFORMATION: (Code Section 4- 202.A) APPLICANT NAME: Pine - Berry Senior Limited Partnership MAILING ADDRESS: 2206 Jo -an Drive, Sarasota, Florida 34231 PHONE NUMBER: 941- 929 -1270 FAX NUMBER: 941- 929 -1271 CELL NUMBER EMAIL: PROPERTY OWNER(S): O & P Investments of Tampa, Inc. List ALL owners on the deed RLI Beneficial Acausitions LLC AGENT NAME: David L. Bllyeu, P.E. - Gulf Coast Consulting Inc. MAILING ADDRESS: 13825 ICot Boulevard, Suite 605, Clearwater, Florida 33760 PHONE NUMBER: 727 -524 -1818 FAX NUMBER: 727- 524 -6090 CELL NUMBER: 727- 644 -7085 EMAIL: dbilyeu @gulfcoastconsultinginc.COm B. PROPOSED DEVELOPMENT INFORMATION: (Code Section 4- 202.A) PROJECT NAME: Pine Berry Senior Apartments PROJECT VALUATION: $ 7.65M STREET ADDRESS 1225 South Highland Avenue PARCEL NUMBER(S): 23/29/15/29034/000 /0060 and 23/29/15/00000/210 /0310 PARCEL SIZE (acres): 3.22 Acres PARCEL SIZE (square feet): 140,263 LEGAL DESCRIPTION: See attached leoal descriotion(in survev) PROPOSED USE(S): Attached dwellings (Senior Apartments) DESCRIPTION OF REQUEST: Approval for up to 85 attached multi - family units (senior apartments) on 3.22 acres ZonE Specifically identify the request C and HDR. Flexibility to increase height from 30 feet maximum to 48 feet, to reduce (include number of units or square footage of non - residential use and all parking from 170 spaces to 94 spaces, reduction in front setback from 25 feet to 15 feet requested code deviations; e.g. (to parking), side setback from 10 feet to 7 feet (to sidewalk) reduction in required number of parking spaces, specific use, etc.) C: \Documents and Settings\ derek.ferguson \Desktop\planning dept forms 0708 \Comprehensive Infill Project (FLD) 2008 07- 11.doc Page 1 of 8 DOES THIS APPLICATION INVOLVE THE TRANSFER OF DEVELOPMENT RIGHTS (TDR), A PREVIOUSLY APPROVED PLANNED UNIT DEVELOPMENT, OR A PREVIOUSLY APPROVED (CERTIFIED) SITE PLAN? YES _ NO _ (if yes, attach a copy of the applicable documents) C. PROOF OF OWNERSHIP: (Code Section 4- 202.A.5) 2 / SUBMIT A COPY OF THE TITLE INSURANCE POLICY, DEED TO THE PROPERTY OR SIGN AFFIDAVIT ATTESTING OWNERSHIP (see page 7) D. WRITTEN SUBMITTAL REQUIREMENTS: (Code Section 3- 913.A) Provide complete responses to the six (6) GENERAL APPLICABILITY CRITERIA — Explain how each criteria is achieved, in detail: 1. The proposed development of the land will be in harmony with the scale, bulk, coverage, density and character of adjacent properties in which it is located. The area contains mixed -use including retail, offices and multi - family residential uses. Some uses are multi- story attached dwellings, that the proposed 4 story re- development will be in harmony with the density of 26.6 units / acre is similar to adjacent residential properties zoned HDR. 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. Adjacent properties are fully developed. The site currently contains a defunct bowling alley / sports bar and is an eyesore. The re- development into a senior housing will improve the appearance, therefore improving property values rather than impair values. 3. The proposed development will not adversely affect the health or safety or persons residing or working in the neighborhood of the proposed use. The proposed senior housing complex will not adversely affect health / safety of persons living or working in the neighborhood. Senior housing is quiet, low- activity and usually generates low traffic volume. The re- development will replace a defunct bowling alley / sports bar. 4. The proposed development is designed to minimize traffic congestion. The 85 -unit attached senior residential complex would generate only 296 daily vehicle trips, 11 vehicle trips during the AM peak hour and 14 vehicle trips during the PM peak hour per ITE Trip Generation, 8th Edition Land Use Code 252. This is minimal. 5. The proposed development is consistent with the community character of the immediate vicinity of the parcel proposed for development. The community consists of multi - family residential structures as well as retail / office structures. The proposed 4 story apartment building is consistent with the community character. 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 provides for large building setbacks of 42 feet to the east, where the site abuts single - family homes. Tla setbacks along the north side (15 feet to parking) abuts a public roadway (Barry Street) and therefore minimzes affects on surrounding properties. Landscape buffers are provided on all perimeters. CADocuments and Settings\ derek.ferguson \Desktop\planning dept fors 0708 \Residential Infill Page 2 of 8 { r L5 U L I1 Vi L-61 ,J ;fIgD :008 07- 11.doc i C6 C 1 t» 7 272 "61 DEVE+- t- PIAENT SEHVICE3 DEPT CITY OF CLEARWATER WRITTEN SUBMITTAL REQUIREMENTS: (Comprehensive Infill Redevelopment Project Criteria) a /Provide complete responses to the six (6) COMPREHENSIVE INFILL REDEVELOPMENT PROJECT CRITERIA — Explain how each criteria is achieved, in detail: 1. The development or redevelopment is otherwise impractical without deviations from the use and /or development standards set forth in this zoning district. The flexibilty in height from 25 feet to 48 feet in the eastern portion of the "C" zoned area is necessary to achieve reasonable density as permitted in "C" zone while providing adequate open space, parking and drainage retentiod The flexibility in parking is necessary to increase open space and meet special requirements for seniors. 2. The development or redevelopment will be consistent with the goals and policies of the Comprehensive Plan, as well as with the general purpose, intent and basic planning objectives of this Code, and with the intent and purpose of this zoning district The Comprehensive Plan allows residential development up to 24 units per acre in the CG category. The community development code allows residential in the "C" zone only as a comprehensive infill redevelopment. This is a re- development of a defunct bowling alley / sports bar and quality redevelopment is a valid purpose in the Comprehensive plan and code. 3. The development or redevelopment will not impede the normal and orderly development and improvement of surrounding properties. The surrounding properties are fully developed with mixed uses including multi -story residential developments. The re- development of a defunct bowling alley / sports bar with multi - family senior housing will promote orderly development. 4. Adjoining properties will not suffer substantial detriment as a result of the proposed development. The re- development will be on a upgrade to the property and the area as a whole and will not be a detriment. Increased landscaping, open space and construction of a new building will be an improvement. 5. The proposed use shall otherwise be permitted by the underlying future land use category, be compatible with adjacent land uses, will not substantially alter the essential use characteristics of the neighborhood; and shall demonstrate compliance with one or more of the following objectives: a. The proposed use is permitted in this zoning district as a minimum standard, flexible standard or flexible development use; b. The proposed use would be a significant economic contributor to the City's economic base by diversifying the local economy or by creating jobs; c. The development proposal accommodates the expansion or redevelopment of an existing economic contributor; d. The proposed use provides for the provision of affordable housing; e. The proposed use provides for development or redevelopment in an area that is characterized by other similar development and where a land use plan amendment and rezoning would result in a spot land use or zoning designation; or f. The proposed use provides for the development of a new and /or preservation of a working waterfront use. The "CG" land use category allows residential development, and the "C" zoning allows residential as a flexible development (comprehensive infill). The proposal is a re- development and provides affordable senior housing in an area characterized by multi - family uses and mixed uses. 6. Flexibility with regard to use, lot width, required setbacks, height and off - street parking are justified based on demonstrated compliance with all of the following design objectives: a. The proposed development will not impede the normal and orderly development and improvement of the surrounding properties for uses permitted in this zoning district; b. The proposed development complies with applicable design guidelines adopted by the City; c. The design, scale and intensity of the proposed development supports the established or emerging character of an area; d. In order to form a cohesive, visually interesting and attractive appearance, the proposed development incorporates a substantial number of the following design elements: ❑ Changes in horizontal building planes; ❑ Use of architectural details such as columns, cornices, stringcourses, pilasters, porticos, balconies, railings, awnings, etc.; ❑ Variety in materials, colors and textures; ❑ Distinctive fenestration patterns; • Building stepbacks; and • Distinctive roofs forms. e. The proposed development provides for appropriate buffers, enhanced landscape design and appropriate distances between buildings. The flexibility in setbacks, height and parking are reasonable and justified since the re- development will enhance the orderly development by providing increased open space, drainage retention and landscaping. The 4 story building is compatible with existing multi -story buildings. The building contains many corners and setbacks. C: \Documents and Settings \derek.ferguson \Desktop \planning dept forms Page 3 of 8 0 C T 2 7 2. fCD E. STORMWATER PLAN SUBMITTAL REQUIREMENTS: (City of Clearwater Storm Drainage Design Criteria Manual and 4- 202.A.21) R/ 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. Ian At a minimum, the STORMWATER PLAN shall include the following; ®/ Existing topography extending 50 feet beyond all property lines; d/ Proposed grading including finished floor elevations of all structures; Q All adjacent streets and municipal storm systems; h7 Proposed stormwater detention /retention area including top of bank, toe of slope and outlet control structure; Ir" 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; Q/ 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 2- ACKNOWLEDGEMENT OF STORMWATER PLAN REQUIREMENTS (Applicant must initial one of the following): Stormwater plan as noted above is included Stormwater plan is not required and explanation narrative is attached. At a minimum, a grading plan and finished floor elevations shall be provided. CAUTION — IF APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR A STORMWATER PLAN AND NONE HAS BEEN SUBMITTED, APPLICATION MUST BE RESUBMITTED AND SIGNIFICANT DELAY MAY OCCUR. If you have questions regarding these requirements, contact the City Public Works Administration Engineering Department at (727) 562 -4750. F. SUPPLEMENTAL SUBMITTAL REQUIREMENTS: (Code Section 4- 202.A) m/j SIGNED AND SEALED SURVEY (including legal description of property) — One original and 14 copies; ICY 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; 12/ TREE INVENTORY; prepared by a "certified arborist', of all trees 4° DBH or greater, reflecting size, canopy (drip lines) and condition of such trees; ❑/ ) OCATION MAP OF THE PROPERTY; ppp� /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 eviations to the parking standards are approved; aX 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\planning dept forms Page 4 of 8 00 e 2 7 2'11O DEVELOPMENT SEFiVICES DEPT G. SITE PLAN SUBMITTAL REQUIREMENTS: (Section 4- 202.A) ❑ 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; _T Footprint and size of all PROPOSED buildings and structures; �- All required setbacks; / All existing and proposed points of access; / All required sight triangles; Identification of environmentally unique areas, such as watercourses, wetlands, tree masses, and specimen trees, including description and location of understory, ground cover vegetation and wildlife habitats, etc; Location of all public and private easements; / Location of all street rights -of -way within and adjacent to the site; Location of existing public and private utilities, including fire hydrants, storm and sanitary sewer lines, manholes and lift stations, gas and water lines; All parking spaces, driveways, loading areas and vehicular use areas; Depiction by shading or crosshatching of all required parking lot interior landscaped areas; Location of all solid waste containers, recycling or trash handling areas and outside mechanical equipment and all required screening _ {per Section 3- 201(D)(i) and Index #701 }; Location of all landscape material; / Location of all onsite and offsite storm -water management facilities; Location of all outdoor lighting fixtures; Location of all existing and proposed sidewalks; and _,,,Floor plan typicals of buildings for all Level Two approvals. A floor plan of each floor is required for any parking garage requiring a Level Two approval. a SITE DATA TABLE for existing, required, and proposed development, in written /tabular form: / Land area in square feet and acres; / Number of EXISTING dwelling units; / Number of PROPOSED dwelling units; / Gross floor area devoted to each use; % Parking spaces: total number, presented in tabular form with the / number of required spaces; Total paved area, including all paved parking spaces & 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. EXISTING REQUIRED PROPOSED 3.22 acres 15.000 s.f min 3.22 acres N/A N/A N/A N/A 86 D.U. max 85 D.U. 27,537 s.f 180 spaces 170 sDaces 94 sDaces 48 feet 30 feet max 19.3 feet NIA N/A 0.20 [al REDUCED COLOR SITE PLAN to scale (8'/= X 11); a-/ 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 \Desktop\planning dept forms Page 5 of 8 1D L � GL LE 01:.1 f, OCT L --_ C 7 23 H. LANDSCAPING PLAN SUBMITTAL REQUIREMENTS: (Section 4- 1102.A) a LANDSCAPE PLAN with the following information (not to exceed 24" x 36 "): All existing and proposed structures; Names of abutting streets; / Drainage and retention areas including swales, side slopes and bottom elevations; Delineation and dimensions of all required perimeter landscape buffers; Sight visibility triangles; / Delineation and dimensions of all parking areas including landscaping islands and curbing; Existing trees on -site and immediately adjacent to the site, by species, size and locations, including driplines (as indicated on required _ tree survey); Location, size, and quantities of all existing and proposed landscape materials, indicated by a key relating to the plant schedule; Plant schedule with a key (symbol or label) indicating the size, description, specifications, quantities, and spacing requirements of all existing and proposed landscape materials, including botanical and common names; Typical planting details for trees, palms, shrubs and ground cover plants including instructions, soil mixes, backfilling, mulching and protective measures; Interior landscaping areas hatched and /or shaded and labeled and interior landscape coverage, expressing in both square feet and _ percentage covered; Conditions of a previous development approval (e.g. conditions imposed by the Community Development Board); .Irrigation notes. 5- REDUCED COLOR LANDSCAPE PLAN to scale (8/2X 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) 13 BUILDING ELEVATION DRAWINGS —with the following information: All sides of all buildings Dimensioned Colors (provide one full sized set of colored elevations) ./ / Materials ;Y/ REDUCED BUILDING ELEVATIONS — same as above to scale on 8'/z X 11 J. SIGNAGE: (Division 19. SIGNS / Section 3 -1806) ❑ All EXISTING freestanding and attached signs; Provide photographs and dimensions (area, height, etc.), indicate whether they will be removed or to remain. ❑ All PROPOSED freestanding and attached signs; Provide details including location, size, height, colors, materials and drawing; freestanding signs shall include the street address (numerals) • Comprehensive Sign Program application, as applicable (separate application and fee required). • Reduced signage proposal (8' /s X 11) (color), if submitting Comprehensive Sign Program application. C: \Documents and Settings\ derek.ferguson \Desktop\planning dept forms 0708 \Comptur 1 InfiIIG`�ojTct�FC�b)2b08J07 Page 6 of 8 DEVELCIPfAE NT SERVICES DEPT CITY OF CLE=ARWATER K. TRAFFIC IMPACT STUDY: (Section 4- 202.A.13 and 4- 801.C) ❑ Include if required by the Traffic Operations Manager or his /her designee or if the proposed development: Will degrade the acceptable level of service for any roadway as adopted in the Comprehensive Plan. • Will generate 100 or more new vehicle directional trips per hour and /or 1000 or more new vehicle trips per day. • Will affect a nearby roadway segment and /or intersection with five (5) reportable accidents within the prior twelve (12) month period or that is on the City's annual list of most hazardous intersections. Trip generation shall be based on the most recent edition of the Institute of Transportation Engineer's (ITE) Trip General Manual. The Traffic Impact Study must be prepared in accordance with a " Scoping Meeting" held with the Traffic Operations Manager and the Planning Department's Development Review Manager or their designee (727- 562 -4750) Refer to Section 4 -801 C of the Community Development Code for exceptions to this requirement. QI-, Acknowledgement of traffic impact study requirements (Applicant must initial one of the following): Traffic Impact Study is included. The study must include a summary table of pre- and post - development levels of service for all roadway legs and each turning movement at all intersections identified in the Scoping Meeting. Traffic Impact Study is not required. Not required. See Traffic Assessment CA ION — IF APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR A TRAFFIC IMPACT STUDY AND NONE HAS BEEN SUBMITTED, APPLICATION MUST BE RESUBMITTED AND SIGNIFICANT DELAY MAY OCCUR. If you have questions regarding these requirements, contact the City Public Works Administration Engineering Department at (727) 562- 4750. L. 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. Acknowledgement of fire flow calculations /water study requirements (Applicant must initial one of the following): Fire Flow CalculationsAfVater Study is included. 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 pholpel-aph tho property described in this application. L Signature of property owner fir representative STATE OF FLORIDA, COUNTY OF PINELW Sworn to anq subscribed before me this 1— day of sfge n�l�.t ✓ A.D. 20 to me and /or by , who is personally known has My commission C: \Documents and Settings\ derek.ferguson \Desktop\planning dept forms Page 7 of 8 /d ,VAY "Ua Notary Public State of ? Chantal Vachon it 1 : N� a My Commission DDB: p, i A � k ''F �o� Expires 01/11/2013 i, I ei T__ - 1. c OCT 2 7 213`0 DEVELOPMENT SEKVICES DEPT CITY OF CLEARWATER N. AFFIDAVIT TO AUTHORIZE AGENT: 1. Provide names of all property owners on deed – PRINT full names: Eugene O'Steen Don Paxton 2. That (I am /we are) the owner(s) and record title holder(s) of the following described property (address or general location): 1225 South Highland Avenue 3. That this property constitutes the property for which a request for a: (describe request) Flexible Development Residential Infill. 4. That the undersigned (has/have) appointed and (does /do) appoint: Mr. David L. Bilyeu, P.E. Gulf Coast Consulting, Inc. as (his /their) agent(s) to execute any petitions or other documents necessary to affect such petition; 5. That this affidavit has been executed to induce the City of Clearwater, Florida to consider and act on the above described property; 6. That site visits to the property are necessary by City representatives in order to process this application and the owner authorizes City representatives to visit and photograph the property described in this application; 7. That ), the undersigned autho, cert�that he for egoing is true and correct. � Property n dF Property Owner Property Owner Property Owner STATE OF FLORIDA, COUNTY OF PINELLAS Before me the undersigned, an officer duly commissioned by the laws of the State of Florida, on this day of personally appeared L- L;,— q 4�0 /S I cc_ who having been first duly sworn Deposes and says that he /she fully understands the contents of the affidavit that he /she signed. ina Knauer otary Public Signature d'u1°e"" Notary Seal /St �e'o, My Commission Expires: ,. •.,tf, mission #t DD5505 �.._...------ ........ - - -- -- *: mom 1 3579 <- , 6I091201V ez +rOF�t n C: \Documents and Settings \derek.ferguson \Desktop \planning dept forms Page 8 of 8 7 2 \Cb prehensive Infill Project ](FLD) 0 - 11.doc DEVELOPI EN-f SEE \iICEa DEPT C� rY OF CLEARWATER N. AFFIDAVIT TO AUTHORIZE AGENT: 1. Provide names of all property owners on deed — PRINT full names: Eugene O'Steen RLI Beneficial Acquisitions LLC 2. That (I am /we are) the owner(s) and record title holder(s) of the following described property (address or general location): 1225 South Highland Avenue 3. That this property constitutes the property for which a request for a: (describe request) Flexible Development Residential Infill. 4. That the undersigned (has/have) appointed and (does /do) appoint: Mr. David L. Bilyeu, P.E. Gulf Coast Consulting, Inc. as (his /their) agent(s) to execute any petitions or other documents necessary to affect such petition; 5. That this affidavit has been executed to induce the City of Clearwater, Florida to consider and act on the above described property; 6. That site visits to the property are necessary by City representatives in order to process this application and the owner authorizes City representatives to visit and photograph the property described in this application; 7. That (1 /we), the undersign authority, hereby certify that the foregoing is true and correct. Property Owner Property Owner Property Owner Property Owner STATE OF FLORIDA, COUNTY OF PINELLAS E�pfore me the undersigned, an officer duly commissione by the laws of the Stat of Florida on his day of �l�`X personally appeared �/T� —� -� who having been first duly sworn Deposes and says that he /she fully understands the contents of the affidavit that he /she signed. T P iy J. VAN HORN R Commission DD 760171 ` t Expires February 19. 2012 SondedThniTroyFein Ins urance80 .,•385.7019,j s9 Notary Publi Signatt Notary Seal /Stamp My Commission Expires: �/ q 7�4"l C: \Documents and Settings \derek.ferguson \Desktop \planning de p fp�gevvdtllri�lf >'D) 2008 07- 11.doc Page CBTY OF CLEAHVdATEa t Planning Department y. CrN arwater 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 CASE #: RECEIVED BY (staff initials): DATE RECEIVED: V. IE ,[OCT - 6 2009 DEVELOPMENT SERVICES DEPT * NOTE: 15 TOTAL SETS OF INFORMATION REQUIRED (APPLICATIONS PLUS SITE PLAN SETS) FLEXIBLE DEVELOPMENT APPLICATION Comprehensive Infill Redevelopment Project (Revised 07/11/2008) — PLEASE TYPE OR PRINT— A. APPLICANT, PROPERTY OWNER AND TION: (Code Section 4- 202.A) APPLICANT NAME: Pine - Berry Senior Limited Partnership MAILING ADDRESS: 2206 Jo -an Drive, Sarasota, Florida 34231 PHONE NUMBER: 941- 929-1270 FAX NUMBER: 941- 929 -1271 CELL NUMBER EMAIL: PROPERTY OWNER(S): O & P Investments of Tampa, Inc. List ALL owners on the deed RLI Beneficial Acqusitions LLC AGENT NAME: David L. Bilyeu, P.E. - Gulf Coast Consulting Inc. MAILING ADDRESS: 13825 loot Boulevard, Suite 605, Clearwater, Florida 33760 PHONE NUMBER: 727 -524 -1818 FAX NUMBER: 727- 524 -6090 CELL NUMBER: 727- 644 -7085 EMAIL: dbilyeu @gulfcoastconsultinginc.com B. PROPOSED DEVELOPMENT INFORMATION: (Code Section 4- 202.A) PROJECT NAME: Pine Berry Senior Apartments PROJECT VALUATION: $ 7.65M STREET ADDRESS 1225 South Highland Avenue 1--� PARCEL NUMBER(S): 23/29/15/29034/000 /0060 and 23/29/15/00000/210 /0310 PARCEL SIZE (acres): 3.22 Acres PARCEL SIZE (square fee f. 140,263 LEGAL DESCRIPTION: See attached legal description(in survey) ' PROPOSED USE(S): Attached dwellings (Senior Apartments) DESCRIPTION OF REQUEST: Approval for up to 85 attached multi - family units (senior apartments) on 3.22 acres zone Specifically identify the request C and HDR. Flexibility to increase height from 30 feet maximum to 48 feet, to reduce (include number of units or square footage of non - residential use and all parking from 170 spaces to 94 spaces, reduction in front setback from 25 feet to 15 feet requested code deviations; e.g. (to parking), side setback from 10 feet to 7 feet (to sidewalk) reduction in required number of _ parking spaces, specific use, etc.) C: \Documents and Settings\ derek.ferguson \Desktop\planning dept forms 0708 \Comprehensive Infill Project (FLD) 2008 07- 11.doc Page 1 of 8 DOES THIS APPLICATION INVOLVE THE TRANSFER OF DEVELOPMENT RIGHTS (TDR), A PREVIOUSLY APPROVED PLANNED UNIT DEVELOPMENT, OR A PREVIOUSLY APPROVED (CERTIFIED) SITE PLAN? YES _ NO _ (if yes, attach a copy of the applicable documents) C. PROOF OF OWNERSHIP: (Code Section 4- 202.A.5) SUBMIT A COPY OF THE TITLE INSURANCE POLICY, DEED TO THE PROPERTY OR SIGN AFFIDAVIT ATTESTING OWNERSHIP (see page 7) D. WRITTEN SUBMITTAL REQUIREMENTS: (Code Section 3- 913.A) la Provide complete responses to the six (6) GENERAL APPLICABILITY CRITERIA — Explain how each criteria is achieved, in detail: 1. The proposed development of the land will be in harmony with the scale, bulk, coverage, density and character of adjacent properties in which it is located. The area contains mixed -use including retail, offices and multi - family residential uses. Some uses are multi- story attached dwellings, that the proposed 4 story re- development will be in harmony with the density of 26.6 units / acre is similar to adjacent residential properties zoned HDR. 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. Adjacent properties are fully developed. The site currently contains a defunct bowling alley / sports bar and is an eyesore. The re- development into a senior housing will improve the appearance, therefore improving property values rather than impair values. 3. The proposed development will not adversely affect the health or safety or persons residing or working in the neighborhood of the proposed use. The proposed senior housing complex will not adversely affect health / safety of persons living or working in the neighborhood. Senior housing is quiet, low- activity and usually generates low traffic volume. The re- development will replace a defunct bowling alley / sports bar. 4. The proposed development is designed to minimize traffic congestion. The 85 -unit attached senior residential complex would generate only 296 daily vehicle trips, 11 vehicle trips during the AM peak hour and 14 vehicle trips during the PM peak hour ppr ITE Trip Generation, 8th Edition Land Use Code 252. This is minimal. 5. The proposed development is consistent with the community character of the immediate vicinity of the parcel proposed for development. The community consists of multi - family residential structures as well as retail / office structures. The proposed 4 story apartment building is consistent with the community character. 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 provides for large building setbacks of 42 feet to the east, where the site abuts single - family homes. Tto setbacks along the north side (15 feet to parking) abuts a public roadway (Bang Street) and therefore minimzes affects on surrounding properties. Landscape buffers are provided on all perimeters. CADocuments and Settings\ derek.ferguson \Desktop\planning dept forms 0708\Residential Infill Project (FLD) Page 2 of 8 2008 - d OCT 1. 6 2009 DEVELOPMENT SERVICES DEPT CITY OF CLEARM T I»JF>J Odle � OCT 1 6 1009 DI WRITTEN SUBMITTAL REQUIREMENTS: (Cop'nprehe* nsiv�lifi4�M03f Project Criteria) ' .._ ,,;,..� 0 /Provide complete responses to the six (6) COMPREH 136E. WF1LL'12FJ3 CRITERIA — Explain how each criteria is achieved, in detail: 1. The development or redevelopment is otherwise impractical without deviations from the use and /or development standards set forth in this zoning district. The flexibility in height from 25 feet to 48 feet in the eastern portion of the "C" zoned area is necessary to achieve reasonable density as permitted in "C" zone while providing adequate open space, parking and drainage retentiogi The flexibility in parking is necessary to increase open space and meet special requirements for seniors. 2. The development or redevelopment will be consistent with the goals and policies of the Comprehensive Plan, as well as with the general purpose, intent and basic planning objectives of this Code, and with the intent and purpose of this zoning district The Comprehensive Plan allows residential development up to 24 units per acre in the CG category. The community development code allows residential in the "C" zone only as a comprehensive infill redevelopment. This is a re- development of a defunct bowling alley / sports bar and quality redevelopment is a valid purpose in the Comprehensive plan and code. 3. The development or redevelopment will not impede the normal and orderly development and improvement of surrounding properties. The surrounding properties are fully developed with mixed uses including multi -story residential developments. The re- development of a defunct bowling alley/ sports bar with multi- family senior housing will promote orderly development. 4. Adjoining properties will not suffer substantial detriment as a result of the proposed development. The re- development will be on a upgrade to the property and the area as a whole and will not be a detriment. Increased landscaping, open space and construction of a new building will be an improvement. 5. The proposed use shall otherwise be permitted by the underlying future land use category, be compatible with adjacent land uses, will not substantially alter the essential use characteristics of the neighborhood; and shall demonstrate compliance with one or more of the following objectives: a. The proposed use is permitted in this zoning district as a minimum standard, flexible standard or flexible development use; b. The proposed use would be a significant economic contributor to the City's economic base by diversifying the local economy or by creating jobs; c. The development proposal accommodates the expansion or redevelopment of an existing economic contributor, d. The proposed use provides for the provision of affordable housing; e. The proposed use provides for development or redevelopment in an area that is characterized by other similar development and where a land use plan amendment and rezoning would result in a spot land use or zoning designation; or f. The proposed use provides for the development of a new and /or preservation of a working waterfront use. The "CG" land use category allows residential development, and the "C" zoning allows residential as a flexible development (comprehensive infill). The proposal is a re- development and provides affordable senior housing in an area characterized by multi - family uses and mixed uses. 6. Flexibility with regard to use, lot width, required setbacks, height and off - street parking are justified based on demonstrated compliance with all of the following design objectives: a. The proposed development will not impede the normal and orderly development and improvement of the surrounding properties for uses permitted in this zoning district; b. The proposed development complies with applicable design guidelines adopted by the City; c. The design, scale and intensity of the proposed development supports the established or emerging character of an area; d. In order to form a cohesive, visually interesting and attractive appearance, the proposed development incorporates a substantial number of the following design elements: ❑ Changes in horizontal building planes; ❑ Use of architectural details such as columns, cornices, stringcourses, pilasters, porticos, balconies, railings, awnings, etc.; ❑ Variety in materials, colors and textures; ❑ Distinctive fenestration patterns; ❑ Building stepbacks; and ❑ Distinctive roofs forms. e. The proposed development provides for appropriate buffers, enhanced landscape design and appropriate distances between buildings. The flexibility in setbacks, height and parking are reasonable and justified since the re- development will enhance the orderly development by providing increased open space, drainage retention and landscaping. The 4 story building is compatible with existing multi -story buildings. The building contains many corners and setbacks. C: \Documents and Settings\derek.ferguson \Desktop \planning dept forms 0708 \Comprehensive Infill Project (FLD) 2008 07- 11.doc Page 3 of 8 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; EJ All adjacent streets and municipal storm systems; 6]/ Proposed stormwater detention /retention area including top of bank, toe of slope and outlet control structure; 9� A narrative describing the proposed stormwater control plan including all calculations and data necessary to demonstrate compliance with / the City manual. 2 Proposed stormwater detention /retention area including top of bank, toe of slope and outlet control structure; Q/ 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 B ACKNOWLEDGEMENT OF STORMWATER PLAN REQUIREMENTS (Applicant must initial one of the following): Stormwater plan as noted above is included Stormwater plan is not required and explanation narrative is attached. At a minimum, a grading plan and finished floor elevations shall be provided. CAUTION — IF APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR A STORMWATER PLAN AND NONE HAS BEEN SUBMITTED, APPLICATION MUST BE RESUBMITTED AND SIGNIFICANT DELAY MAY OCCUR. If you have questions regarding these requirements, contact the City Public Works Administration Engineering Department at (727) 562 -4750. F. SUPPLEMENTAL SUBMITTAL REQUIREMENTS: (Code Section 4- 202.A) 0/ SIGNED AND SEALED SURVEY (including legal description of property) – One original and 14 copies; CO/ Y 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; / i. 2- TREE INVENTORY; prepared by a "certified arborist °, of all trees 4" DBH or greater, reflecting size, canopy (drip lines) and condition of such trees; Q/ OCATION 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; OCT 16 2009 DEVELOPMENT SERVICES DEPT C•.TY O� C�L�EA�RWATrR. C:\Documents and Settings\ derek.ferguson \Desktop\planning dept forms 0708 \Comprehensive Infil YF�DI 98- ®o— E Page 4 of 8 G. SITE PLAN SUBMITTAL REQUIREMENTS: (Section 4- 202.A) '— L3 SITE PLAN with the following information (not to exceed 24" x 36 "): OCT 16 2009 Index sheet referencing individual sheets included in package; North arrow; DEVELOPMENT SERVICES DEPT Engineering bar scale (minimum scale one inch equals 50 feet), and date prepared; CITY OF CLEARWATER All dimensions; —7 Footprint and size of all EXISTING buildings and structures; Footprint and size of all PROPOSED buildings and structures; 7 All required setbacks; / All existing and proposed points of access; / All required sight triangles; Identification of environmentally unique areas, such as watercourses, wetlands, tree masses, and specimen trees, including description and location of understory, ground cover vegetation and wildlife habitats, etc; Location of all public and private easements; / Location of all street rights -of -way within and adjacent to the site; Location of existing public and private utilities, including fire hydrants, storm and sanitary sewer lines, manholes and lit stations, gas and water lines; All parking spaces, driveways, loading areas and vehicular use areas; Depiction by shading or crosshatching of all required parking lot interior landscaped areas; Location of all solid waste containers, recycling or trash handling areas and outside mechanical equipment and all required screening _ {per Section 3- 201(D)(i) and Index #7011; / Location of all landscape material; Location of all onsite and offsite storm -water management facilities; / Location of all outdoor lighting fixtures; Location of all existing and proposed sidewalks; and _,,,-Floor plan typicals of buildings for all Level Two approvals. A floor plan of each floor is required for any parking garage requiring a Level Two approval. lr" SITE DATA TABLE for existing, required, and proposed development, in written /tabular form: -� Impermeable surface ratio (I.S.R.); and / Floor area ratio (F.A.R.) for all nonresidential uses. 0.20 NIA N/A O/ REDUCED COLOR SITE PLAN to scale (8'/= X 11); C]-1 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; /AII open space areas; 7 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 \Desktop\planning dept forms 0708 \Comprehensive Infill Project (FLD) 2008 07- 11.doc Page 5 of 8 EXISTING REQUIRED PROPOSED / Land area in square feet and acres; 3.22 acres 15.000 s.f min 3.22 acres / Number of EXISTING dwelling units; N/A N/A N/A / Number of PROPOSED dwelling units; N/A 86 D.U. max 85 D.U. / Gross floor area devoted to each use; 27,537 s.f % / Parking spaces: total number, presented in tabular form with the 180 sDaces 170 saaces 94 saaces 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; 19.3 feet 30 feet max 48 feet -� Impermeable surface ratio (I.S.R.); and / Floor area ratio (F.A.R.) for all nonresidential uses. 0.20 NIA N/A O/ REDUCED COLOR SITE PLAN to scale (8'/= X 11); C]-1 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; /AII open space areas; 7 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 \Desktop\planning dept forms 0708 \Comprehensive Infill Project (FLD) 2008 07- 11.doc Page 5 of 8 01 INIEGT� H. LANDSCAPING PLAN SUBMITTAL REQUIREMENTS: (Section 4- 1102.A) UUJ OCT 16 2009 a LANDSCAPE PLAN with the following information (not to exceed 24"x 36 °): DEVELOPMENT SERVICES DI All existing and proposed structures; C':TY OF CLEARWATER Names of abutting streets; Drainage and retention areas including swales, side slopes and bottom elevations; Delineation and dimensions of all required perimeter landscape buffers; Sight visibility triangles; / Delineation and dimensions of all parking areas including landscaping islands and curbing; Existing trees on -site and immediately adjacent to the site, by species, size and locations, including driplines (as indicated on required tree survey); Location, size, and quantities of all existing and proposed landscape materials, indicated by a key relating to the plant schedule; Plant schedule with a key (symbol or label) indicating the size, description, specifications, quantities, and spacing requirements of all existing and proposed landscape materials, including botanical and common names; Typical planting details for trees, palms, shrubs and ground cover plants including instructions, soil mixes, backfilling, mulching and _ protective measures; Interior landscaping areas hatched and /or shaded and labeled and interior landscape coverage, expressing in both square feet and percentage covered; Conditions of a previous development approval (e.g. conditions imposed by the Community Development Board); .Irrigation notes. &-/ 7 REDUCED COLOR LANDSCAPE PLAN to scale (8'/2 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) i/ BUILDING ELEVATION DRAWINGS — with the following information: All sides of all buildings Dimensioned Colors (provide one full sized set of colored elevations) ./ /Materials p/ REDUCED BUILDING ELEVATIONS — same as above to scale on 8'/ X 11 `I 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' /2X 11) (color), if submitting Comprehensive Sign Program application. C: \Documents and Settings\ derek.ferguson \Desktop\planning dept forms 0708 \Comprehensive Infill Project (FLD) 2008 07- 11.doc Page 6 of 8 p K. TRAFFIC IMPACT STUDY: (Section 4- 202.A.13 and 4- 801.C) OCT 16 2009 ❑ Include if required by the Traffic Operations Manager or his /her designee or if the proposed development: _— --- e�rxanre • Will degrade the acceptable level of service for any roadway as adopted in the Comprehensive Plan. I CITY OF CLEARWi • Will generate 100 or more new vehicle directional trips per hour and /or 1000 or more new vehicle trips per day. • Will affect a nearby roadway segment and /or intersection with five (5) reportable accidents within the prior twelve (12) month period or that is on the City's annual list of most hazardous intersections. Trip generation shall be based on the most recent edition of the Institute of Transportation Engineer's (ITE) Trip General Manual. The Traffic Impact Study must be prepared in accordance with a "Scoping Meeting" held with the Traffic Operations Manager and the Planning Department's Development Review Manager or their designee (727 -562 -4750) Refer to Section 4 -801 C of the Community Development Code for exceptions to this requirement. Acknowledgement of traffic impact study requirements (Applicant must initial one of the following): Traffic Impact Study is included. The study must include a summary table of pre- and post- development levels of service for all roadway legs and each turning movement at all intersections identified in the Scoping Meeting. Traffic Impact Study is not required. Not required. CA ION — IF APPLICATION REVIEW RESULTS STUDY AND NONE HAS BEEN SUBMITTED, SIGNIFICANT DELAY MAY OCCUR. See Traffic Assessment IN THE REQUIREMENT FOR A TRAFFIC IMPACT APPLICATION MUST BE RESUBMITTED AND 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. 0/1 Acknowledgement of fire flow calculations /water study requirements (Applicant must initial one of the following): Fire Flow Calculations/Water Study is included. Fire Flow Calculations/Water Study is not required. 1 � 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 phojogfaph the property described in this application. . STATE OF FLORIDA, COUNTY OF PINELV�.5 Sworn to and subscribed before me this �_ day of Se l-¢.•jo, ✓ A.D. 20 to me and /or by , who is personally known has Public LYrvoidiy PUU11U, o Signature of properly owner r representative My commission expires [ ^t N9� cq My Commission DC or fve Expires 01 /11/2013 C:1Documents and Settings\ derek.ferguson \Desktop\planning dept forms 0708 \Comprehensive Infill Project (FLD) 2008 07- 11.doc Page 7 of 8 p C��MPH DEVELOPMENT SERVICES D CITY OF CLEARWATER N. AFFIDAVIT TO AUTHORIZE AGENT: 1. Provide names of all property owners on deed – PRINT full names: Eugene O'Steen Don Paxton 2. That (I am /we are) the owner(s) and record title holder(s) of the following described property (address or general location): 1225 South Highland Avenue 3. That this property constitutes the property for which a request for a: (describe request) Flexible Development Residential Infill. 4. That the undersigned (has/have) appointed and (does /do) appoint: Mr. David L. Bilyeu, P.E. Gulf Coast Consulting, Inc. as (his /their) agent(s) to execute any petitions or other documents necessary to affect such petition; 5. That this affidavit has been executed to induce the City of Clearwater, Florida to consider and act on the above described property; 6. That site visits to the property are necessary by City representatives in order to process this application and the owner authorizes City representatives to visit and photograph the property described in this application; 7. That ), the undersigned autho certify that the foregoing is true and correct. Property n Property Owner Property Owner Property Owner STATE OF FLORIDA, COUNTY OF PINELLAS w� Before me the undersigned, an officer duly commissioned by the laws of the State of Florida, on this day of 0 kte .e <)-D O°( _ personally appeared L � rc� Q ISf ` who having been first duly sworn Deposes and says that he /she fully understands the contents of the affidavit that he/she signed. Signature otary Pubfic Gina Knauer ,�� 0505 ___`.--- .._.._ Notary SeaU � � Y � Expires: — ..... Gomm�ss1On fitd�� M Commission L.K61irr3E� Fr1091�'l2 rtx or C:1Documents and Settings\ derek.ferguson \Desktop\planning dept forms 0708 \Comprehensive Infill Project (FLD) 2008 07- 11.doc Page 8 of 8 ni N. AFFIDAVIT TO AUTHORIZE AGENT: U01 UL I TE 2OU9 JUU 1. Provide names of all property owners on deed — PRINT full names: DEVELOPMENT SERVICES DEPT CtTY OF CLEARWATER Eugene O'Steen RLI Beneficial Acquisitions LLC 2. That (I am /we are) the owner(s) and record title holder(s) of the following described property (address or general location): 1225 South Highland Avenue 3. That this property constitutes the property for which a request for a: (describe request) Flexible Development Residential Infill. 4. That the undersigned (has/have) appointed and (does /do) appoint: Mr. David L. Bilyeu, P.E. Gulf Coast Consulting, Inc. as (his /their) agent(s) to execute any petitions or other documents necessary to affect such petition; 5. That this affidavit has been executed to induce the City of Clearwater, Florida to consider and act on the above described property; 6. That site visits to the property are necessary by City representatives in order to process this application and the owner authorizes City representatives to visit and photograph the property described in this application; 7. That (1 /we), the undersign authority, hereby certify that the foregoing is true and correct. Property Owner Property Owner Property Owner Property Owner STATE OF FLORIDA, COUNTY OF PINELLAS Stat his day of E)pfore me the undersigned, an officer duly commissione by the laws of the of�Fllorida, on p`�(J personally appeared�ITG —�% X- � _ who having been first duly sworn Deposes and says that he/she fully understands the contents of the affidavit that he /she signed. J. VAN HORN Commission DD 760171 Expires February 19, 2012 P,�„l'O`t SMCWThru Troy Faln Insurance 80.,385 -7019 tai Notary Publi Signatyet� Notary Seal /Stamp My Commission Expires:q C:\Documents and Settings \derek.ferguson \Desktop \planning dept forms 0708 \Comprehensive Infill Project (FLD) 2008 07- 11.doc Page 8 of 8 ;Clearwater Planning Department 100 South Myrtle Avenue Clearwater, Florida 33756 Telephone: 727-562-4567 Fax: 727 - 562 -4865 Ef SUBMIT ORIGINAL SIGNED AND NOTARIZED APPLICATION 13 SUBMIT 14 COPIES OF THE ORIGINAL APPLICATION - Plans and application are required to be collated, stapled, and folded into sets O /SUBMIT FIRE PRELIMARY SITE PLAN: $200.00 ❑ SUBMIT APPLICATION FEE CASE #: RECEIVED BY (staff initials): DATE RECEIVED: _ * NOTE: 15 TOTAL SETS OF INFORMATION REQUIRED (APPLICATIONS PLUS SITE PLAN SETS) OCT 1:6 2009 CITY OF SERVICES I SERVICES DEPT FLEXIBLE DEVELOPMENT APPLICATION Residential Infill Project (Revised 07/11/2008) — PLEASE TYPE OR PRINT— A. APPLICANT, PROPERTY OWNER AND AGENT INFORMATION: (Code Section 4- 202.A) APPLICANT NAME: Pine - Berry Senior Limited Partnership MAILING ADDRESS: 2206 JO -an Drive, Sarasota. Florida 34231 PHONE NUMBER: 941- 929 -1270 FAX NUMBER: 941- 929-1271 CELL NUMBER: EMAIL: PROPERTY OWNER(S): O & P Investments of Tampa, Inc. List ALL owners on the deed RLI Beneficial Acquisitions LLC AGENT NAME: David L. Bilyeu, P.E. - Gulf Coast Consulting Inc. MAILING ADDRESS: 13825 loot Boulevard. Suite 605, Clearwater, Florida 33760 PHONE NUMBER: 727 -524 -1818 FAX NUMBER: 727- 524 -6090 CELL NUMBER: i 727- 644 -7085 EMAIL: dbilyeu @gulfcoastconsultinginc.com B. PROPOSED DEVELOPMENT INFORMATION: (Code Section 4- 202.A) PROJECT NAME: Pine Berry Senior Apartments PROJECT VALUATION: $ 7.65M STREET ADDRESS 1225 South Hiqhland Avenue PARCEL NUMBER(S): 23/29/15/29034/000 /0060 and 23/29/15/00000/210 /0310 PARCEL SIZE (acres): 3.22 Acres PARCEL SIZE (square feet): 140,263 LEGAL DESCRIPTION: See attached legal descdption(in Survev) PROPOSED USE(S): Attached dwellinqs (Senior Apartments) DESCRIPTION OF REQUEST: Approval for up to 85 attached multi - family units (senior apartments) on 3.22 acres Zoned Specifically identify the request C and HDR. Flexibility to increase heiqht from 30 feet maximum to 48 feet. to reduce (include number of units or square footage of non - residential use and all parking from 170 spaces to 94 spaces, reduction in front setback from 25 feet to 15 feet requested code deviations; e.g. (to parking), side setback from 10 feet to 7 feet (to sidewalk) reduction in required number of parking spaces, specific use, etc.) C:\Documents and Settings \derek ferguson \Desktop\planning dept forms 0708 \Residential Infill Project (FLU) 2=$ ur- 11.00c Page I of 8 DOES THIS APPLICATION INVOLVE THE TRANSFER OF DEVELOPMENT RIGHTS (TDR), A Pj4EVIOUSLY APPROVED PLANNED UNIT DEVELOPMENT, OR A PREVIOUSLY APPROVED (CERTIFIED) SITE PLAN? YES _ NO _/ (if yes, attach a copy of the applicable documents) C. PROOF OF OWNERSHIP: (Code Section 4- 202.A.5) W SUBMIT A COPY OF THE TITLE INSURANCE POLICY, DEED TO THE PROPERTY OR SIGN AFFIDAVIT ATTESTING OWNERSHIP (see page 7) D. WRITTEN SUBMITTAL REQUIREMENTS: (Code Section 3- 913.A) Provide complete responses to the six (6) GENERAL APPLICABILITY CRITERIA — Explain how each criteria is achieved, in detail: 1. The proposed development of the land will be in harmony with the scale, bulk, coverage, density and character of adjacent properties in which it is located. The area contains mixed -use including retail, offices and multi - family residential uses. Some uses are multi- story attached dwellings, that the proposed 4 story re- development will be in harmony with the density of 26.6 units / acre is similar to adjacent residential properties zoned HDR. 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. Adjacent properties are fully developed. The site currently contains a defunct bowling alley / sports bar and is an eyesore. The re- development into a senior housing will improve the appearance, therefore improving property values rather than impair values. 3. The proposed development will not adversely affect the health or safety or persons residing or working in the neighborhood of the proposed use. The proposed senior housing complex will not adversely affect health / safety of persons living or working in the neighborhood. Senior housing is quiet, low- activity and usually generates low traffic volume. The re- development will replace a defunct bowling alley / sports bar. 4. The proposed development is designed to minimize traffic congestion. The 85 -unit attached senior residential complex would generate only 296 daily vehicle trips, 11 vehicle trips during the AM peak hour and 14 vehicle trips during the PM peak hour per ITE Trip Generation', 8th.Edition Land Use Code 252. This is minimal. 5. The proposed development is consistent with the community character of the immediate vicinity of the parcel proposed for development. The community consists of multi - family residential structures as well as retail / office structures. The proposed 4 story apartment building is consistent with the community character. 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 provides for large building setbacks of 42 feet to the east, where the site abuts single - family homes. Tlb setbacks along the north side (15 feet to parking) abuts a public roadway (Barry Street) and therefore minimzes affects on surrounding properties. Landscape buffers are provided on all perimeters. rE m am rd C:\Documents and Settings\derek.ferguson\Desktop \planning dept fors 0708\IResidential Infill Project (FLD) Page 2 of 8 u 7 OCT 1 6 2009 DEVELOPMENT SERVICES DEPT CITY OF CLEARWATER 7EN SUBMITTAL REQUIREMENTS: (Residential Infill Project Criteria) vide complete responses to the seven (7) RESIDENTIAL INFILL PROJECT CRITERIA — Explain how each criteria is achieved, in detail: 1. The development or redevelopment of the parcel proposed for development is otherwise impractical without deviations from the intensity and development standards. The flexibility in height from 30 feet to 48 feet is necessary to achieve reasonable density as permitted in HDR zoning, while simultaneously providing adequate open space, adequate parking and drainage retention. The flexibility in parking is necessary to provide open space and meet special requirements for seniors. 2. The development of the parcel proposed for development as a residential infill project will not materially reduce the fair market value of abutting properties. (Include the existing value of the site and the proposed value of the site with the improvements.) The existing site has a just market value of $850,000 +/- with the proposed re- development the value is expected to be $ 7.65M. The re- development will eliminate an unsightly defunct bowling alley/ sports bar. 3. The uses within the residential infill project are otherwise permitted in the City of Clearwater. Attached dwellings are a permitted use in the HDR zoning district. 4. The uses or mix of use within the residential infill project are compatible with adjacent land uses. The proposed senior housing complex is compatible with adjacent uses which include multi-story attached residential uses, retail uses and some single- family detached uses. 5. The development of the parcel proposed for development as a residential infill project will upgrade the immediate vicinity of the parcel proposed for development. The existing defunct bowling alley / sports bar and expansive asphalt parking lot is unsightly. The re- development to include new landscaping, buffers, and a new building will be an upgrade to the site and area. 6. The design of the proposed residential infill project creates a form and function that enhances the community character of the immediate vicinity of the parcel proposed for development and the City of Clearwater as a whole. The design enhances community character by reducing curb cuts from 5 to 2, provides for ample building setbacks as compared to current condition, increases open space, provides entry feature ponds, and a new building to upgrade the area. 7. Flexibility in regard to lot width, required setbacks, height and off- street parking are justified by the benefits to community character and the immediate vicinity of the parcel proposed for development and the City of Clearwater as a whole. The flexibility regarding height (48 feet to midpoint) is justified since it is lower than many uses in the area, the proposed building setbacks are greater on the north, west, and south than existing building setbacks. Reduced parking is justified by Parking Analysis and reduces impervious surface. M@NULea OCT -1. 6 2009 C: \Documents and Settings\ derek.ferguson \Desktop\planning dept forms 0708 \Residential Infill Project (FM) 20 8 07 -11. or: �. I Page 3 of 8 DEVELOPMENT SERVICES DEPT CITY OF CLEARWATER STORMWATER PLAN SUBMITTAL REQUIREMENTS: (City of Clearwater Storm Drainage Design Manual and 4- 202.A.21) I/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. 0", 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; i All adjacent streets and municipal storm systems; t2 Proposed stormwater detention /retention area including top of bank, toe of slope and outlet control s re; 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; Iii- 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 H ACKNOWLEDGEMENT OF STORMWATER PLAN REQUIREMENTS (Applicant must initial one of the following): Stormwater plan as noted above is included Stormwater plan is not required and explanation narrative is attached. At a minimum, a grading plan and finished floor elevations shall be provided. CAUTION — IF APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR A STORMWATER PLAN AND NONE HAS BEEN SUBMITTED, APPLICATION MUST BE RESUBMITTED AND SIGNIFICANT DELAY MAY OCCUR. If you have questions regarding these requirements, contact the City Public Works Administration Engineering Department at (727) 562 -4750. F. SUPPLEMENTAL SUBMITTAL REQUIREMENTS: (Code Section 4- 202.A) ❑/ SIGNED AND SEALED SURVEY (including legal description of property) — One original and 14 copies; 1 i / 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; r r o/ 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; 8- 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; ff 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; OCT 1.6 2009 CADocuments and Settings\derek .ferguson\Desktop\planning dept forms 0708\Residential Infill Project IF ) 2008 (- 11.docI11.doc I Page 4 of 8 DEVELOPMENT SERVICES DEPT CITY OF CLEARWATER G. SITE PLAN SUBMITTAL REQUIREMENTS: (Section 4- 202.A) d/ 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; 7 Footprint and size of all EXISTING buildings and structures; Footprint and size of all PROPOSED buildings and structures; 7" All required setbacks; ./ All existing and proposed points of access; All required sight triangles; Identification of environmentally unique areas, such as watercourses, wetlands, tree masses, and specimen trees, including _ description and location of understory, ground cover vegetation and wildlife habitats, etc; Location of all public and private easements; Location of all street rights -of -way within and adjacent to the site; Location of existing public and private utilities, including fire hydrants, storm and sanitary sewer lines, manholes and lift stations, gas _ and water lines; All parking spaces, driveways, loading. areas. and. vehicular use.areas; / Depiction by shading or crosshatching of all required parking lot interior landscaped areas; Location of all solid waste containers, recycling or trash handling areas and outside mechanical equipment and all required screening {per Section 3- 201(D)(i) and Index #701 }; Location of all landscape material; Location of all onsite and offsite storm -water management facilities; J Location of all outdoor lighting fixtures; Location of all existing and proposed sidewalks; and / Floor plan typicals of buildings for all Level One ( flexible standard development) and Level Two approvals. A floor plan of each floor is �.1 required for any parking garage requiring a Level One (minimum standard and flexible standard) or Level Two approval. a SITE DATA TABLE for existing, required, and proposed development, in written /tabular form: C:\Documents and Settings\ derek.ferguson \Desktop\planning dept forms 0708 \Residential In ill Project (FLD) 2008 07- 11.doc Page 5 of 8 EXISTING REQUIRED PROPOSED Land area in square feet and acres; 3.22 acres 15,000 s.f min 3.22 acres Number EXISTING dwelling units; N/A N/A N/A of Number of PROPOSED dwelling units; N/A 86 D.U. max 85 D.U. �- Gross floor area devoted to each use; 27,537 s.f Parking spaces: total number, presented in tabular form with the 180 spaces 170 spaces 94 spaces 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; 7 Building and structure heights; 19.3 feet 30 feet max 48 feet Impermeable surface ratio (I.S.R.); and Floor area ratio (F.A.R.) for all nonresidential uses. 0.20 N/A N/A GI/ REDUCED COLOR SITE PLAN to scale (8' /z X 11); I/ FOR DEVELOPMENTS OVER ONE ACRE, provide the following additional information on site plan: ./ One -foot contours or spot elevations on site; 7 Offsite elevations if required to evaluate the proposed stormwater management for the parcel; 7 All open space areas; -7 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 \Desktop\planning dept forms 0708 \Residential In ill Project (FLD) 2008 07- 11.doc Page 5 of 8 nn RUM H. LANDSCAPING PLAN SUBMITTAL REQUIREMENTS: (Section 4- 1102.A) f OCT 1,6 zoos u LANDSCAPE PLAN with the following information (not to exceed 24" x 36 "): M I All existing and proposed structures; DEVELOPMENT SERVICE _ Names of abutting streets; C;TY OF CLEARWA Drainage and retention areas including swales, side slopes and bottom elevations; .� Delineation and dimensions of all required perimeter landscape buffers; �/ Sight visibility triangles; Delineation and dimensions of all parking areas including landscaping islands and curbing; Existing trees on -site and immediately adjacent to the site, by species, size and locations, including driplines (as indicated on required _ tree survey); Location, size, and quantities of all existing and proposed landscape materials, indicated by a key relating to the plant schedule; /Plant schedule with a key (symbol or label) indicating the size, description, specifications, quantities, and spacing requirements of all existing and proposed landscape materials, including botanical and common names; -7 Typical planting details for trees, palms, shrubs and ground cover plants including instructions, soil mixes, backfilling, mulching and protective measures; 7 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. 4+ 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) 1;1 BUILDING ELEVATION DRAWINGS -with the following information; All sides of all buildings; Dimensioned; Colors (provide one full sized set of colored elevations); Materials; tl REDUCED BUILDING ELEVATIONS -same as abovd to scale on 8' /z X 11. J. SIGNAGE: (Division 19. SIGNS ! Section 3 -1806) ❑ All EXISTING freestanding and attached signs; Provide photographs and dimensions (area, height, etc.), indicate whether they will be removed or to remain. ❑ All PROPOSED freestanding and attached signs; Provide details including location, size, height, colors, materials and drawing; freestanding signs shall include the street address (numerals) ❑ Comprehensive Sign Program application, as applicable (separate application and fee required). ❑ Reduced signage proposal (8' /z X 11) (color), if submitting Comprehensive Sign Program application. CADocuments and Settings\ derek.ferguson\Desktop\planning dept forms 0708ftsidential Infill Proiect ffW) 2008 07- 11.doc Page 6 of 8 R n EcEivE K. TRAFFIC IMPACT STUDY: (Section 4- 202.A.13 and 4- 801.C) u u) )' DEVELOPMENT SERVICES DI O Include if required by the Traffic Operations Manager or his /her designee or if the proposed developmen : CSTY OF CLEARWATER Will degrade the acceptable level of service for any roadway as adopted in the Comprehensive Plan. Will generate 100 or more new vehicle directional trips per hour and /or 1000 or more new vehicle trips per day. Will affect a nearby roadway segment and /or intersection with five (5) reportable accidents within the.prior twelve (12) month period or that is on the City's annual list of most hazardous intersections. Trip generation shall be based on the most recent edition of the Institute of Transportation Engineers (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. ld Acknowledgement of traffic impact study requirements (Applicant must initial one of the following): Traffic Impact Study is included. The study must include a summary table of pre- and post - development levels of service for all roadway legs and each turning movement at all intersections identified in the Scoping Meeting. VTraffic Impact study is not required. Not required. See Traffic Assessment OCAN— IF . APPLICATION REVIEW RESULTS 1N 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 2 04 Florida Fire Prevention Code to include NFPA 13, MFPA 14, NFPA 20, NFPA 291, and MFPA 1142 (Annex H) is required. AckZ2, g ment of fire flow calculations /water study requirements (Applicant must initial one of the following): Fire Flow CalculationsNVater Study is included. 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 knowle authorize City representatives to visit and ph graph theoroperty described in this application. Signature of property owner or representative STATE OF FLORIDA, COUNTY OF PINELLAS Sworn to and ubscribed before me this 1 day of Sc �Q�.c vn ✓ , A.D. 20 OA to me and/or by who is personally known has My commission CADocuments and SetSngs\ derek.ferguson\Desktop\planning dept forms 0708 \Residential Infill Project (FLD) 2008 07- 11.doc Page 7 of 8 �;,tate o Florida + Chantal Vachon My Commission DD8 0696 i C: \Documents and Settings\ derek.ferguson \Desktop\planning dept forms 0708 \Residential InftII Project (FLD) 2008 07- 11.doc Page 8 of ,8 MOB [EUT RE OCT 16" N. AFFIDAVIT TO AUTHORIZE AGENT: DEVELOPMENT SERVICES DEPT 1. Provide names of all property owners on deed —PRINT full names: C17Y OF CLEARWATE9 Eugene O'Steen RLI Beneficial Acquisitions LLC 2. That (I am/we are) the owner(s) and record title holder(s) of the following described property (address or general location): 1225 South Highland Avenue 3. That this property constitutes the property for which a request for a: (describe request) Flexible Development Residential Infill. 4. That the undersigned (has /have) appointed and (does /do) appoint: Mr. David L. Bilyeu, P.E. Gulf Coast Consulting, Inc. as (his /their) agent(s) to execute any petitions or other documents necessary to affect such petition; 5. That this affidavit has been executed to induce the City of Clearwater, Florida to consider and act on the above described property; 6. That site visits to the property are necessary by City representatives in order to process this application and the owner authorizes City representatives to visit and photograph the property described in this application; 7. That (1/we), the under gned authority, hereby certify that the foregoing is true and correct. Property Owner Property Owner Property Owner Property Owner STATE OF FLORIDA, COUNTY OF PINELLAS i vJ efore me the undersigned, an officer duly commissioned by the laws of the State of Florida on this 0 day of �J�-Td f� b0 personally appeared ii%�l -� �`' who having been first duly sworn Deposes and says that he /she fully understands the contents of the affidavit that he /she signed. J. VAN HORN Commission DD 760171 / �= Expires February 19, 2012 BondedThnrTroyFalnlnsurenoe800. 385.7019 � z »- Notary Public ignature n, Notary Seal /Stamp My Commission Expires: �/9 C: \Documents and Settings\ derek.ferguson \Desktop\planning dept forms 0708 \Residential InftII Project (FLD) 2008 07- 11.doc Page 8 of ,8 HEOTM N MT v R )nnn N. AFFIDAVIT TO AUTHORIZE AGENT: DEVELOPMENT SERVICES DE 1. Provide names of all property owners on deed -PRINT full names: G'- ?Y OF CLEARWATER Eugene O'Steen Don Paxton 2. That (I am /we are) the owner(s) and record title holder(s) of the following described property (address or general location): 1225 South Highland Avenue 3. That this property constitutes the property for which a request for a: (describe request) Flexible Development Residential Infill. 4. That the undersigned (hasthave) appointed and (does /do) appoint: Mr. David L. Bilyeu, P.E. Gulf Coast Consulting, Inc. as (his /their) agent(s) to execute any petitions or other documents necessary to affect such petition; 5. That this affidavit has been executed to induce the City of Clearwater, Florida to consider and act on the above described property; 6. That site visits to the property are necessary.by City representatives in order to process this application and the owner authorizes City representatives to visit and photograph the property described in this application; 7. Th e), the undersigned hor y, hereb certi that the foregoing is true and correct. Pro erty Owner Property Owner -- ---- ..... -- -- — — - - - - - -- ...... — ...... -- - - - -- - -.... -- - — ........ -- ...... _ Property Owner Property Owner STATE OF FLORIDA, COUNTY OF PINELLAS r: --�11 -7 Before me the undersigned, an officer duly commissioned by the laws of the State of Florida, on this C9 day of _ 0 0 personally appeared y �!I� who having been first duly swom - affidavit that he /she sin Deposes and says that he/she fully understands the contents of the g Knauer ..:;Sion It DD550505 ID It 113579 YpIrns 5/09/2010 Notary Public Signature Notary Seal /Stamp My Commission Expires: ! _._.__- __... ........ _.. -...- Mocuments and Settings\ derek.ferguson \Desktop\planning dept fors 0708 \Residential Infill Project (FLD) 2008 07 -1 t.doc Page 8 of 8 t-* °'Clearwater Planning Department 100 South Myrtle Avenue Clearwater, Florida 33756 Telephone: 727- 5624567 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 R * NOTE: A TOTAL OF 15 SETS OF THIS APPLICATION AND ALL SUPPORTING I CONJUNCTION WITH A COMPLETE LEVEL ONE OR LEVEL TWO APPLICATION. MGIB [Ean� oCT,sz� D COMPREHENSIVE LANDSCAPE PROGRAM (Revised 04/24/2007) PLEASE TYPE OR PRINT— APPLICANT, PROPERTY OWNER AND AGENT INFORMATION: {Code Section 4- 202.A) APPLICANT NAME: MAILING ADDRESS: PHONE NUMBER: CELL NUMBER: PROPERTY OWNER(S): List ALL owners on the deed AGENT NAME: MAILING ADDRESS: PHONE NUMBER: CELL NUMBER: IN Pine - Berry Senior Limited Partnership 2206 Joan Drive, Sarasota, Florida 34231 941 - 929 -1270 FAX NUMBER: 941- 929 -1271 EMAIL: O & P Investments of Tama Inc. RLI Beneficial Acquisitions LLC David L. Silyeu, P.R. - Gulf Coast Consulting Inc. 13825 Icot Boulevard, Suite 605, Clearwater, Florida 33760 727 -524 -1818 FAX NUMBER: 727 -524 -6090 727 =644 -7085 EMAIL: dbilyeu@gulfcoastconsultinginc.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. OR b. The design, character, location and /or materials of the landscape treatment proposed in the Comprehensive Landscape Program shall be demonstrably more attractive than landscaping otherwise permitted on the parcel proposed for development under the minimum landscape standards. The proposed landscape has been enhanced over the basic requirements by providing additional shrubs and groundcovers adjacent to the parking areas. The project requires 72 trees per code and 84 have been proposed by the landscape plan, within the constraints of utilities and other site conditions. Palm groupings and accent shrubs /groundcovers have been used at the project and building main entrances to create focal points and integrated within the foundation plantings to provide landscape accents along the building facades. CaDocuments and Settings] derek .fergusonOesktopWanningforms 0707%Comprehensive Landscape Program 0424= 07.doc Page 1 of 2 2. COMMUNITY CHARACTER: The landscape treatment proposed in the Comprehensive Landscape Program will enhance the community character of the City of Clearwater. Currently adjacent to the front and northside of the project there is Bahia sod with little existing landscaping to visually soften the pavement or buildings of these areas. The proposed landscaping will provide trees, palms, shrubs and flowering ground covers to create aesthetic Value that is not currently typical to this area along Highland Avenue and Barry Street. 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 proposed landscape plan will provide enhanced landscaping along the project's right of way and main parking area. The landscaping will also create a sense of entry from Highland Avenue with the use of Washingtonia Palms, Hibiscus and other accent ground covers. This will provide and increased visual aesthetic to the area along the roadway and also provide improvements to the very limited existing landscaping of the adjacent properties. 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 proposed landscape plan provides plant materials consistent with the general corridors within the city. Landscape species such as Crape Myrtles, Washingtonia Palm, Indian Hawthorn and Hibiscus are utilized for visual accents. Live Oaks and Magnolias are utilized internally within the parking area with the Crape Myrtles and Hollies in areas that overhead utilities prevent the use of larger canopy trees. 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 MAY BE NECESSARY TO SUPPLEMENTTHE INFORMATION PROVIDED ON THIS WORKSHEET. SIGNATURE: I, the undersigned, acknowledge that all representations made in this application are true and accurate to the best of my Inowl emend authorize City representatives to visit and ph6tograph the property described in this application. of property owner or STATE OF FLORIDA, COUNTY OF PINELLAS� Sworn to and subscribed before me this _ _ r �� day of f�^�/'. _ A.D. 20 =IG _ - to me and /or by who is personally (mown has prod as i nti f n. NeWfy public, My commission expires: OCT 1 6 2009 DEVELOPMENT SERVICES DEPT CITY OF CLEARWATER £lOZ /ll /10sajIdx3 '."410 A2. 98904800 uoisslwwo0 Akry uoyoeA jejueg0 oa epuol j to aielS oilgnd /JeloN KV ho C:%Documents and Settingslderek .fergusonV)esktopWanningforms 0707tComprehensive Landscape Program 04- 2407.doc Page 2 of 2 02122/2009 20 :37 813354_ o PALADIUM k PAGE 02/14 1 REAL ESTATE PURCHASE AGREEMENT TNs red estate p=hase agreement: (the "Agreemeyr) is made and entered into this 251h day of February, 2009 by and between O & P Investments of Tampa, Inc., a Florida corporation whose address is 4/ lig- ,. BI J, T,, ,^A,T 9. hereinafter referred to as "Seller" and M BSNSFICIAL Acquisitions LLC, a Flonda ftfted habfty company or assign, whose address is 2206 Jo-An Dr, Sarasota, FL 34231, heieimf er refb ed to as "Purchaser". The Seller and Purchaser may hereinafter be refenfed to collectively as the " Partfies: ' This Agrement shall be e#% dive upon execution by bosh the Seller and the Purchaser (the "Effective Date). RECUALS VVEMMAS, Seller is the owner of 3.02 acres of land, located in Pinellas Co tdy, Flouda, as more particularly dcscn`bed on the attached Exln'bit "X; hereinafter refe led to as the `meal Estate, and wMREAB, Seller desires to adl and. Purchaser desires to purchase the Real Estata on the terms and oonditions hereinafter art forth. NOW, TEEREFORE, in eonsidemdon of the matual promises and covenants herein contained, the Parties agree as follows: I. SAL ESTATE. Subject to the terms he=4 Seller agrees to sell and Purchaser sprees to psuchme the Real Rgtate_ 2. PRICE AND PA _ The purchase price of the Real Estate shall be $One and shall be paid as a The Purchases shall pay an earnest money deposit of by cash or check whWu three (3) but cress. days of the Efiictive -Date of this - . Agent (the "Eamest Money?Deposlf '). b. Based on the outcome of a scheduled bearing, to occur in early March: (1) if the result of that hearing is an award of Low Income Housing Tax Credits to the above referenced project, then on March 20, 2009, the earnest money becomes non - refundable but applicable to the purchase price Further, as of April 15'% 2009, the Purchaser will make payments of 3191fter month until closing, such payments non refundable, but applicable to the purchase price. Closing to occur by August 31, 2009. Cut if the result of that heating is not an award of Low Income Housing Tax Credits to the above referw=4 project, then based upon tae award of "matching ftutds" omnaeau�r►,woocoa saasemasa Fvae�r,atvmua,omnn� Y ®R1—G1 A REVi�1D � 02/22/2009 20:37 813354__46 PALADIUM PAGE 03/14 from the City of Clearwater, Pinellas County, the =earnest money becomes non refumdable, but applicable to 1he purchase price. An additional earnest money deposit ofd will be paid 45 days aver the May 26 application to the Florida Housing Finance Corporation, on July 10, 2009, non rcfuudublc but applicable to the purchase price. Starting on August 15, 2009, payments oPl� per month wM be made, wm refundable but applicable to the purchase price, through October 15, 2009, on or about which date an award decision will be made by the Florida Housing Financing Corporation regarding this project. If there is an award of tart credits, a closing will oo= by December 31, 2009, and the VMpaymetrts will continue through December 15, 2009. If an award does not occur, this contract will terminate October 31, 2009. b. Tree Purchaser shall pay the balance of tho purchase price in rite amount of the diff=6e: between and no/100 Dollars, and the cumulative amount of all deposits made up to the point of closing based on die payment schedules outlined above in paragraphs 20)(1) or 2(b)(ii) as applicable in cash at the time of the closing as provided. in Paragraph 5, subject to credits and proration as provided herein. The deposit paid pursuant do paragraph 2(a) above shad be deposited with Broad and Cassel, Vem Bennett, as agent for Fast American Title Ietsurancc Company ("Escrow Agemf') 390 N. Orange Ave., Suite 1400, Orlando, FL 32801. At the closing, the Escrow Agent shalt deliver the escrowed funds to the Seller. In the event the ennditicnes Beet forth in paragraphs 5 and 6 are not satisfied or waived, the Escrow Agent shall deliver the escrowed (rods to Purchaser at the time of the termimation of this Agreement. The Escrow Agent shall not requim Seller's sigasture in order to release ihe escrowed f tads. Purchaser shall be entitled to any interest earned on the escrowed fiends. The Escrow Agent shall serve without compensation for its services, and shall exercise its duties in accordance with the term§ of this Agreement and in good fsdth, but under no circumstances shall it be held liable to Seller or Purchaser except for acts constituting gross neglect of duty or dishonesty. Upon delivery of the escrowed funds in accordance with the terms of this Agreement, its duties as Escrow Agent shall tonuinaw. 3. TITLE COhi_VEYAN(: AND SURWY. Seller shalLconvey title to the Real Estate by general warranty deed at dosing. Said deed shall convey marketable title in fee simple absolute, with =Ioasa of dower, subject only to real estate taxes not them detinyrerrt and casements and restrictions of record that do not unreasonably interfere with Purchaser's proposed lievelopmemt- AO of the date hereof, Purchaser has not examined the -tide to the Real Estate.. At - least sixty (60) days prior to closing, Purchaser shall obtain, at Purchaser's expense, bn ALTA owner's Title Insurance Commitment (flee "Cotnmftment7) and a UCC-11 search, which will commit to unsure title to the Real Estate in accordance with the previous sentence, and will !ftwxish copies thereof m Seller. If such Commitcneut discloses any tide defects or other matter which, in Purchaser's sole judgment, interftres with Purchaser's intended use of the Real Bstate, or which renders the title unma&etabley then, prior to closing, Purchaser shall provide wtxtten notice of objection thereto to Seller. In such event, if Sollor is unable to or does not eleot to remedy any such title defects or other such matter of title at Seller's sole cost and expense on or prior tn fire closing date, Then Purchaser at its election, may either acquire the Real Estate subject to the effect of the same or terminate this Agreement without further liability to either party, and the deposit shall be returned by the Escrow Agent to Purchaser. Pmxbaser shall, at the closing, PAgr —Te aplate, 25-Feb-09, 11:08 .z. oxtsVWALWMMWW.s 32rAMO FVDd IV4MW 10MAM ORIGINAL REM SE P 10 2x09 �_ PLANNING �b .I i. i i 02/22/2009 20:37 813354__06 PALADIUM PAGE 04/14 pay for the cost of issuance of an A.LTA. Title I mmmoe-Policy Rio Purchaser is the amount of tie purchase pence. Possession of the Real Estate stxall be delivered to Purchaser at olosing. ` If these are any buildings or other sh'uocs on the Real Estate, upon request by Purchaser, Seller aim have such buddin.brs urul/or other nmc ures removed fiom the Real Estate prior to closing During the term d#'Uds Agreement; Seller shall not convey any intorea in the Real Estate without the prior written approval of Purchaser. Witbin 10 days from flue Motive Data of this Agreement, SAUT shall, at its expense, provide a survey, prepared by a registered surveyor and which shall be updated at request by the Purchaser, at the expense of Purchaser. The legal description prepared from t ws survey shah be used in the Sellers deed, provided. the description is approved as cu rrmt, by all appropriate governmental authorities.- .4 4. REL ES'l'A.TE TAXES AND ASSTSSMF M. Read estate taxes shall be prorated as of the date of the closing based upon the amount of the most recent available real estate tax bills. Seller shall be responsible for any real . estate taxes that are recouped . or recaptured as the result of Purchaser's proposed development of the Real Estate. Seller shall also be responsible for all assessments against the Real Bstate (whether recorded or in &e process of being certified) as of the date of the closing including any deferred sewer or water tarp -in fees. All delinquent real estate and personal property taxes and any amounts owiAg on the lien of any general or special assessments shall be paid by Seller at the time of Closing. If the amount of the real estate taxes prorated at the closing differs from the amount of the actual rural estate taxes for the tax period in question by more than ten percent (10%), the Parties will reprotate based on the actual tax bill and credit the appropriate party within thirty (30) days after reoeipt of such trot bilL Seller shall be responsible for all conveyance fees and other "taxes" associated with the conveyance of the Real Estate. 5. COlV1CMGjNCIES, DUE DII.IGENCE. EX'T`ENSIONS & CLOSING. Purchaser intends to conshtuct certain incprovemeats on the Real Estate. By reason Mereof it is necessary for Purchaser to make certain determinafions as to the suitability of ft Real Estate for Purchaser's proposed development. Therefore, the consummation of this transaction is conditioned upon: s. MaaMAM Study. Purchaser shall dotorminc whciher theca is advgaatc access to the Real Estate, whether utilities are existing or will be existing to serve the Real Estate, and whether soil and subsoil conditions, as well as other economic factors, will permit the efficient and economical construction of Purchaser's proposed improvement& Purchaser, is its sole discretion, shall determine the feamtln'iity of the its intended use of the Reeal Estate, Based upon but not limited to following: access to the Real Estate, availability of utilities adequate to serve the. proposed imI ovemenfs, soil and subsoil conditions, en 1, onmental oenditicros, Rates and drafiwge conditions, the oldstence of wetlands, and any oilier fxctore affecting the of dent and economic construction of the Purchaser's proposed improvements and intended use of the Reuel Estate. PApr— Tcmplate,25- Feb49,11:08 . o>nlis�nlolOoaas -3. =&UVM P-SftIMOM? 100 AM • I 7SEP 0RIGINAL RECT V6 1 U 2009 p ,IN-ING1 02/22/2009 20:37 813350__:6 PALADIUM PAGE 05/14 b. DeveIonmenst=pLan A,uurovel. Purchaser shall have obtained, at its expense, from all appropriate governmental authorities and public utilific% all necessary zoning approvals, change of comprehensive land use plm% subdivision approvals end otheir site plan approvals for its proposed development. e. TWe and Sarver ge_M. !f, in the Purchaser's sole discretion, the Com=tment, the Lien search, or the survey reveal any defects affecting title to the Real Estate, the Pmvhoser stroll provide the Seller. =tied of such dcfoars as soon as practicable. The Purchaser may either waive the defects or request that the Seller correct the defects solely at the Seller's cost, If the Seiler refuses to correct the defects. the Pu rdi aser may terminate the agreement-and, notwithstanding any provisions herein to the contrary, receive a full refitud of any Earnest Money Deposit; any Additional Deposit and any Extension Fees. d. U- -O t'es. All utilities, including but not limited to, storm sewer, sanitary sewer, we lcr, gas, elect do mid cable, will be availablo to the property line of the. Resell Mate. To Seller's knowledge, there is no fact or condition which would impair Purchaser's ability to top-in and use said utilities for the development of the Real Estate_ Furchwer abalt have obtained, at its expense, any necessary utility easements Boar adjoining property owners on terms and conditions acceptable to Purchaser. e. ate. Purchaser shall have obtained financing, on teams and conditions acceptable to Purchaser, for the acquisition and development of 1hr. Real Estate. £ Due = p= 'nd'. Purchaser shall brave One Hundred and Twenty (120) days ("Due Diligence Period") from the Effective Date of this Agreernemt, to satisfy or waive the conditions set forth in paragraphs $(a) through 5(e) above. Purchaser in its sole discretion shall determine whether or not a contingency has been satisfied. Upon the failure of any of the above contingencies to be satisfied within such time period, Purchaser may elect either to waive such cori agencies or to terminate this Agceemmt. • Upon sadsfacdon of the foregoing conditions, Purchaser shall immediately notify Seller, and a closing shall be held at a mutually agreed upon time as provided in this. Agreement Seller - shall cooperate with Purchases in obtainatg the approvals required pursuant to this paragraph 5, such cooperation to include, but not be limited to, the execration by Seller of any and all documents needed by Purchaser to obtain permits and approvals. Seller hereby grants to Purchaser authority to apply for, site plan approval, development plan approval, and clearing and building permits prior to site closing, and Seller shall execute any and all documents as may be required by the appropriate goveraxmmtal agency to evidence such authority. g. R- Umsion Period: Purchaser shall have the right to extend the closing and due diligence period for the payment of $8,000 ($) per 30 day "(eAcnsion Period ") for three (3) Extension Periods, until March 31, 2010. The extension fw(s) shall be paid to Seller upon notice from Purchaser to Seller to extend the contract. All ca msion fee(s) paid to Seller shall be non- reiirndable, but applicable to the purchase price, and shall be deemed to be liquidated damages in PAgr —T'ez> Vlat%25- Feb-09,11:08 osa s►rzMsnueMM-2 -4- tvsee�tvart�o'f sosa�s 02/22/2009 20:37 813354.<<o6 PALADIUM PAGE 06/14 X . the event Ibis transaction floes not close and is earned as such by Seiler. y - IL Q21 . Closing to occur no later than Dec 31, 2009, unless both parties ug= to oxtend fe closing; date. (a) Seller shall execute and/or deliver to Purchaser at Closing the following: (i) - A Special Warranty Deed executed by Seller conveying fee simple title of the Property to Purchaser, subject only to the Permitted Exceptions; (f 1) Purchaser is responsible for the survey and if the Real Estate closes. (iii) A non-foreign certificate in compliarm with Section 1445 of the Internal Revenue Code; (rv) - An assigammt or assigm mots of all of Seller's Wit, title and iaterest with regard to all development rights, permits, licenses, consents, approvals, benefits soil tests, development plans einpiaeenng plans or specifications, tests, reports, studies, appraisals, analyses, or transportation qty reservations or cesttficates, and simi ar documents or Infiormation Wb ich Seller may have in its possession and pertaining exclusively to the Property (the `Vevelopmeent Rigbts'J, thereto, in form and • content satisfactory and to Hie appropriate govermumenisl agency or entity having judediadon thereof. (v) Closing Statement; and (vii) Such other customary documents as reasonably may be reasonably . regnurcd to consummate the transaction contemplatod by this Contract, or whim may be requ hvd by the Title Company in order to issue the Title Policy as required by the intle Commitment, (b) Pmhaser shall execute and/or deliver to Seller at Closing: Q) The Closing sutement; Cu ' The Purchase Price, subject to credits and proration as provided herein; and (iii) All documents required hereunder In order to consummate this Contract, and such other customary documents as reasonably may be required to oonsammate Hie tcaasuadon oontemplated by this Agreement, or which may be requited by fire Title Company in order to issue the title policies descnbed in this Contract L Qoftg menses. The cost of any corrective instruments or actiow shall be paid by Seller on or before Closing. The cost of recording the Deed, the Survey, the title insurance premium and any title search charges or other charges pertaining to the Tide, Commitment and the owners title insurance policy shall be paid by the Purchaser on or before Clodn& Bach poly shall bear and pay its own attorneys' fees and expanses. PAW Templar-, 2S Fe"9, 11:08 •5- X041mmedwiz% yIMAM ®ROGINAI. RECT 6EP 1 u rog 02/22/2009 20:37 813354i,-d6 PALADILI1 PACE 07/14 6. SITS I WEgM(;ATION AND COMA ON OF -_REAL FSTATE- Seller hcroby grants to Purchacscr a (umparary licenac to enter onto the Real Estate to conduct such englne=g and soil testing as it deems appropriate. Purchaser shall conduct such site investigation in such a manner so as to mbhnize gay damage to &e Red Estate aad, to the extent practicable, Purchaser shall promptly restore any damaged areas of Ste Real Estate to its condition prior to Purchaser's entry on the Real Estate. Purchaser agrees to indemnify Seller tram and against any loss or damage incurred or suffered by Seller relating to any activities of Purchaser, its employees or independent contractors, on or about the Rest Estate prior to the date of closing baremider. Prior to the closing, Seller shall not matte any material alterations to the Real Estate withoa the prior wntten consent of Purchaser. Within ten (10) days after the date of this Agreement, Seller shall deliver to Purchaser copies of all engineering reports, eavnronmentai (plant and animal) reports or environmental site assessments, topographical-maps, sof ,vests, feasibility studies, easement agreements, subdivision approvals, title insurance policies and surveys in Seller's possession pertaining to the Rant Estate. Seller represents and w==ts to Purchaser that as of the closing, the Real Estate shat( be free from any and all city, county, state and federal orders aging the Real Estate. Seiler fhrdw represents and warrants to Purchaser that Seller has not received notice of any violation of any applicable federal, state or local statute, Iaw, ordinance, order, rule or regulation or of any covenant, condition, restriction or easement affecting the Real Estate. Seller farther represents and warrants to Purchaser Shat, to the best of Seller's lorowledge, the Real Estate is free from any and all hazardous substances and wastes, asbestos, underground storage tanks, PCB's and wet lands. Within sixty (60) days following confirmation of financiuZ Purchaser, at ita expense, shall perform an environmental audit and wet lands assessment on the Real Estate. In She event such audit discloses the presence of hazardous substances, wastes, asbestos, u ndaground storage tanks or PCB's, then, unless Seller agrees, within ten (10) days after Seller's receipt of notice of the results of each audit; to remove and clean up any such hazardous substances, wastes, asbestos or underground storage tanks and to pay the costs of such removal and clean up prior to the closing date, Purchaser, at i_ is election, may either acquire the Real Es'We without requiring the removal of ouch hazardous substances, waatw, asbestos, undcavou nd We tack9i or PCB's, or may temninate this Agreement by written notice thereof to Seller, in which ease any deposit made by Purchaser shall be returned by the Escrow Agent in fall and neither ley shall be under any further obligation hereunder. Additionally, in the event such wet lands assessment discloses the presence of wet lands in excess of one -third (1/3) of an acre, Pur+chascr shall have the right to ate this Agreement by written notice to Seller, and any deposit made by Purchaser shall be rebuned by the Escrow Agent in foil, and neither party shall be under any farther obligation hereaadar. 7. ADDITYONAL OBi YCA'ITuD„M AF MLLER. Not Applicable: PAgr —T=Vh te, 25- Fcb-09,11:03 -6- otatv�ntFSn�a�eoaos saw wa e,� twac�oor � ors nta OffirsINIAL RECT SEP 10 2609 PLANNING 02/22/2009 20:37 813354 -A PALADIUM PAGE- 08/14 a. COOPIMATION AC7iF�',IV� Flurchlaser WM need a variety of exclusive and non - exclusive public and-private, permanent and temporary amity, drainage, right of way, grading, access, ingresslegress and roadway casement(s) to £adiitate its fihture development of u jest property. Seller hereby agrees to fully cooperate with Pu mbaset in granting and sigtung said easements, as needed, and/or assisting Purchaser in obtaining same from required third Parties. The cost of design; decignaticm, and recording of those easements shall be borne by -. Purchaser. 9. SIMLE ' AND WARRANTIES. Seller represents, wanrants6 and covenants to Purchaser as to the following matters, and shall be deemed to remake all of aw following mpresentations, warranters, and covenants as of dhe date of Closing. a. B16- Consmte_NemgArv. Seiler has the legal right, power, capacity and suihority to enter into and perform its obligations under this Agreement;, and no approval or consenI of any other person or eatity is necessary to authorize the execution of this Agreement by Seller or the •oons -by Soller-of the - transactions oontemplatea,hereby. The execution and delivery of this Agreement and every other document delivered pursuant to this Agreement by Seller, and the consummation of the transactions contemplated by tbis Agreement have been duly authorized and validly executed and delivered by Seller. b. f o —M2Wons. Seller has not received any written notice (i) of ally violations by Seller or the Real Estate or any part thereof, of any law, rule, regulation, order or ordinance or (ix) from any insn>mce company of tho existence of any material. and adverse tx+n2tion which requires work to be done to care such condition with respect to the Real Estate. and Seiler has no knowledge that any such notices are forthcoming or Siat any such conditions or violations exist c. No Rendi air Proceedings. The Seller represents that there is no pending or Neatened, condemnation action, litigation, arbitration, action or cxamination, claim, demand, attachment, execution or similar proceeding whatsoever, relating to the Real Estate or Seller which would adversely affect the Real Estate. Seller shall immediately notify Purchaser of any such claim or proceeding which is made, filed, threatened or instituted by or against Seller, or the Real Estate after the date of this Agreement d. No TWO Party Rights. The Seller represents that no tenant or other third party has any agreement, option, or other right of first refusal, to purchase the Real Estes or any part thereof nor does any party have any occupancy rights with respect to the Real Estate. e. fig. Seller represents that the current mooing of the Real Estate is £ Access. Seller has no Imowledge of any fact or condition whist would remIt in the termination or impairment of access to the Real Ants fruno adjoining public or private streets or ways or which could result in discontinuation of necessary sewer, water, elechic, gas, telephone, or other utilities or services. To Seller's knowledge, all sewage, PAgr— Template, 25- Feb - 09,11:08 . a_ ota,trMu;sn,o BM2 ORIGINAL REM ��. N ae 1 U 2009 PLWNING k 02/22/2009 20:37 813354lzOG PALADIUM PAGE 09/14 sanitauon, plumbing water retention, refuse disposal, and similar f tcti'ties semoing the Real Estate are m full compliantoe with governmental authorities' taws, rules and regulations. g UtEMes. All utilitteN including, sauituy sawtz, water, .gas, cloche and cable; are available to the property line of the Real Estate. To Seller's Imowletim Ihm is no £act or condition which would impair Purchaser's ability to tap -ins and use said utilities for the development of the Rest Estate. h. Assessments. Them' are no public improvements which have been ordered to be made and/or which have not heretofore been assessed, and there-are-no special, genera], or other assessments pending, or to Seller's knowledge, tbreamcd against or affecting the Red Estate, except for the sanitary sewer pump station. L 17&d Parties. Seller has not entered into, nor is aware of, any contract, lease, lien, encumbrance, agreement or right of possession, which cannot be c anceledA=iinated by Purchaser within a 30 -day notice -or less. Nor does. any Third Party. have any rights) -of occupancy, -worded or prescriptive easement(s) or usage with respect to the subject property, at law or In equity. J. Survival of W9noy ies. Each of the foregoing representations and watsanties shah survive the Closing and any independent investigation by Purchaser. .10. EMINENT DOMAIN. A prior to the closing any proceeding shall be wed, commenced or consummated for the taking of any part of the Real Estate for public or quasi public use pursuant to the power of aminem domain, then Seller snail forthwith glue notice thereof (the " Condemmation Notied) to Purchaser. The Condemnation Notice shall, if possible, be accompanied by a sketch of the portion of ilia Rest Betste which will bo affected by such W uug, and a metes and bounds description delineating the area to be affected. If a T such taldnp. contemplated taking or threatened tabag, shall occur or be, commenced, then Purchaser shall have the option to terminate Ws Agreement upon written notice to Seller given not later. than ten (10) days aRei receipt of the Condemnation Notice or go forward and take an ass igameaut of Seller's condemnation award In the event Purchaser elate to terminate this Agreemem4 any deposit made by Purchaser shall be returned by the Escrow Agent in full, and neither party shall be unAer any further obligation hmwxdci.r 11. ' DEFAULT. L BY__KMCHASER. IF TH E CLOSE OF ESCROW FAILS TO OCCUR DUE TO A DEFAULT OR BREACH BY PURCHASER OF ANY MA'T'ERIAL OBLI"TION EUMU"ER, SELLER STALL BE ENTiTL&D TO RECEIVE AND RETARR TEE EARNEST MONEY DEPOSr3r AS WELL AS ADDXTJ10NA.L FEES PAID TO SELLER AS FULL AND COMPLETE LIQUIDATED DAMAGES AND NEn=R PARTY SHALL BE UNDER ANY FURTHER OBLIGATION HEREEiA1ID7(i'12. TIM PARTIES ACKNOWLEDGE AND AGREE THAT THE DAMAGES TO SELLER IN THE EVENT OF PURCHASER'S DEFAULT OR BREACH WOULD BE TMPOSSTBLT PAgr— Template, 25- Feb - 09,11:08 oat m90= -9- 'ORIGINAL REM 2009 PLANNING j i. 9 02/22/2009 20:37 813354.L-,j6 PALAAILH PAGE 10/14 • TO ACCURATELY DET)EXtMINE, THAT PROOF OF TBE AMOUNT OF SUCH DAMAGES WOULD BE COSTLY AND INCONVZNILNT AND THAT SAID SUM IS FAIR AND REASONABLE IN LIGHT OF ALL OF THE CIRCUMSTANCES ZMTING ON THE DATE OF Tid1S AGREEMENT, INCLUDING THE PARTIES' ESTIMATION OF THE POSSIBLE RANGE OF DAMAGES TO SELLER IN THE EVENT OF SUCH A DEFAULT OR BREACH BY FURCRASER. SUCH LIQUIDATED DAMAGES SHALL BE SELLER'S SOLE AND EXCLU3Y'VE RMVIK Y FOR PURCHASER'S DEFAULT OR BREACH. THE PAYMENT OF SUCH AMOUNT AS LIQUIDATED DAMAGES IS NOT INTENDED AS A FOB OR PENALTY, BUT IS INTENDED TO CONSTITUTE LIQUIDATED DAMAGES TO SELLER. SELLER AND PURCHASER EACH' CON IRM THEIR AGRZE6MRIT TO THE FORW70ING BY MITAI.ING IN THE SPACE PROVIDED BELOW. ii- $'9(-SELLER- IN THE EVENT THE SELLER SHALL DEFAULT IN TEE CONSUMMATION OF T1HS AGREEMENT, THE SEDER AGREES TEAT THE PURCHASER SHALL. HAVE -.ALL REMEDIES AVAILABLE AT LAW OR IN. EQUITY, INCLUDING, BUT NOT LEMM TO, SPECIFIC PERFORMANCE. Seller's Iaiflah 1� - Purchaser's Initials 12 • ASSIGNMENT. This Agreement may be assigned by Purchaser without the consent of Seller, provided that in the event of an assignment of this Agreement by Purchaser, Pu rbaser shall not be released from any of its obligations under this Amt. 13. NQTIM Any notices to be given hereunder shall be given by placing the notice in the United States Mail, certified or registered, properly stamped and addressed to dte address shown below or such other addresses as the respective pmdiy may direct in writing to tho other, by personal delivery to such address, or by fame won (with receipt of transmission) and such notice shall be deemed effective upon such placing in the mails, on the next business day following delivery to a nationally recognized overnight delivery service, upon such personal delivery, or on the date sent via facsimile (with receipt of traasmisAon): To Spft Name: Addreas: 53 bT N . Q r &% 4- *-�•�- CitylStatc: — n`P°- Pe, 3 5 L. 03 Atha- 4.,- Phone: &'13 ego vs s r -3s - /Id Fax: Email: " ar b i with Rum Name; Address: CiitytStAte. Attu: Phone:( 1 PAgr- Tewplate, 25- Feb-09,11:08 -9- ora�v�aaasos :QCSyQp� F� �1Twl1UG710.C9 Aft ORIGINAL RED'® SEP7 I U 2009 02/22/2009 20:37 Fi eonv to: 813354. -46 Faux: ( 1 Eatafh PALADIUM Name: RLI EENEFICIAL Acquisitions Id.C, a Florida Embed liability company A,ddrese: 2206 Jo-An. Drive CiiWtate: Sarasota, FL 34231 Attn: Don Paxton/ Robert Lon= Phone: (MI) 929 -2270 F= (941) 929 -1271 Knells dpUXton @beneffciaicom.co= Name: Broad and Cassell Address: 390 N. Orange Ave, Suite 1400 CiWtate: Orlando, FL 32801 Attn: Vern Sennett Phone: (40'1) 839-4200 Fax: (407) 425-5377 Email: broadandeasseLcom PAGE 11/14 14. IIWALdD lPRO M-ONS. In the event that any one or more of the provisions contained in this Agreement are held to be invalid, illegal or unenforceable in any respect, such invalidity, illegality or unenforeeability shall not affect any other provision hereof; and this Agreement shall be construed as if such invalid, illegal or unenforceable provision had not been contained herein. 15. BRQN*. Z. 'Me Parties do mutually rvreseatt to each other that no brokerage commission shall be due upon the execution of this Agreement or the transfer of all or any part of the Real Es ft other than a ,�-7 percent (%) broker's commission to be paid by Seller to A-11 Wm {�Aall &,i,. at the closing. The Parties agree to hold each other harmless and indemn. each other as a result of a claim for a real estate commission awn tcd by any other broker no aacmlt of any dealings with either party hereto. 16. Neither party shall he Hable f yr non mformance or delay is performance due to any dct of God; regulation or law of any government; riot; civil commotion; destruction of the subject Real Estate by fire, earthquake or storm; strike; labor disturbances; or the fad-lure, of any public utilities or common carriers. 17. 1V ISCVXI AEOUS PROYISTONS. a) Sucemsors mud Assimus. This Contract shall be binding upon and inure to the benefit of the parties hereto and their respective successors and assigns. (b) Amendment3 and Terminatio Except as otherwise provided herein, this Contract may be amended or modified by, and only by, a written instrument executed by Seller and Pdmhasc4 aging by the it respeeUve duly authudzed agents or m7reseataves. PAgr —Te plwe,25- Feb - 09,11:08 oxtluMUMM1019MI -10- 1111 2204MM FYBdat?UJ2W 1090 AM U rrrv�MIIVS 02/22/2009 20:37 8133541 -d6 PALADIUM PAGE 12/14 {c) Governing Law. Tula Cont =t shall be governed by sad construed in accordance with *0laws of the State of Florida. (d) Sec4aon Hea a s. The section headings inserted in this Contract are for convenience only and are intended to, and shall not be conmed to, limit, enlarge or affect the scope or inma of this Contract; nor the meaning of any provision hereof. (fl Coxwmmartg This Contact may be executed in two or more countenm% each of which shall be deemed an original, but all of which together shall constitute one and the same document. (g) Fm*e Underetandi�ag; 1Vle er of Prior A cements. The foregoing Agreement comaim the entire understanding between Seller and Purchaser relative to the subject metier hereof and no oral representations heretofore made by either patty to the other sball be binding Won either of them. This Contract supersedes all prior agreements and understandings between the parties hereto relating to the subject matter hereof. (h) Tm- m Time is of the essence of this Couaum When any time period specified herein falls or ends upon a Satmday, Sunday or legal holiday, the time period shall be automatically extended to 5:00 P.M. on the noxt ensuing business "day. IN WITNESS VVMMOF, the Parties have hereunto set their hands on the day and year: below indicated. SELLER: PURClarASElh RLI BENEFICIAL 6,equisitions LLC, a Florida t. ty co Syr e4Ae w Its: QLw- Date: A PAgr- T=Vleme,25 Feb -09,11;18 •11- cna +mm��:smme®az =W4MkWF04dkrUNMW I&NAM _`?Ig909 P L --k t-4 L----- m11Ac' t •r 02/22/2009 20:37 8133541 --6 I. PALADIUM PAGE 13/14 ESCROW ACKNOWLEDGEiVlMT The mdmigued acknowledges receipt of dte ($ ) eamen money deposit and agrees to hold smh funds in acoordmce with the terns ofthis Agreepaeot ESCROW AGENT: PAgt— Trmplatc, 25-Feb-09. 11.09 OMIUWJitEliit1VMM2 92D$=DftFW9ei7lW='1 =AM 101, ��� , 1 � 7009 Pr���g " ii 1 I s 02/22/2009 20:37 813354._ -o PALADIUM FROM llKAe* prop ty Description Salter i8 thw owner afth= +!- (3.02) ac— of lesid, Pascal Kv mber 1, ..685 acts pmud # 23.25-ISE and Parcel Number 2.1336 acres, pwpd 6 23- 25.151100400d on Higbbnd Ave 8Qf![ Barry S+eCS, City Of Clefta<ate¢, Pi:leltag CatmLy, k'ks�Qa, as more ouIs�r died am�9ie aaasc6�d B46M"X hes+ei�tetbn+ed to as the `3.tesl Estate ;and �+emsiVD to QAOQCG ote� w PAGE 14/14 I l f i I i I i ��a I #: 2009224505 BK: 16680 i- 135, 08/25/2009 at 12:04 PM, -ECORDING 2 PAGES $18.50 D DOC STAMP COLLEC A $147.00 KEN BURKE, CLERK l :OURT PINELLAS +COUNTY, FL BY DEPUTY CLERK: CLKDUI3 1, Prepared By and Return To: F. Vernon Bennett, Esq. - Broad and Cassel 390 North Orange Avenue Suite 1400 - - Orlando, Florida 32801 SPECIAL WARRANTY DEED _- THIS INDENTURE, made and executed this day o> = August ;2009, by ROBERT F. CLAYTON, a 5t m!gi#c_._ man, whose mailing address is'P'O,. Bok15213, Largo, Florida 33779 ( "Grantor "), to RLI BENEFICIAL ACQUISITIdN3- LLC,'�,'#Iorida limited liability company, whose mailing address is 2206 Jo -An Drive, Sgasc)* ftgi�da 34231 ( "Grantee "). WITNI SS TH:", 3 THAT Grantor, for and in consideration of 'e silin of Ten Dollars ($10.00) and other valuable consideration, the receipt and adequacy df, which is hereby acknowledged, hereby grants, bargains, sells, aliens, remises, fele@ses, con�eys and confirms unto Grantee, certain real property located in Pinellas Coprity, Florida"(," ,Property ") which is more particularly described as follows: The Noofi.,Z60,feet of Vacated Skyview Avenue adjacent to West line of tijts,5,f,end 69 6? First Addition to Gates Knoll Subdivision and-adjacentto West R/W line of Tuscola Road, lying and being in ,1',iriellas�CQuritX,�torida. ' Parcel Identification Number: 23/29/15/00000/210 /0310. ' - 'TOG1iTfTR with all the easements, tenements, hereditaments and appurtenances thereto b81origing orin-anywise appertaining. T641AVE AND. TO HOLD, the same in fee simple forever. AND Grantor hereby covenants with Grantee that Grantor will warrant and defend the Property against the lawful claims and demands of all persons claiming by, through, or under Grantor, but against none other, and that Grantor has not conveyed or encumbered said Property. Provided, this warranty of title is limited to the quality of title obtained by Grantor by virtue of the Tax Deed from Pinellas County recorded in the Public Records of Pinellas County, Florida. 4637- 1019- 1748.1 32054roi 18 fvb elc omsop, .� PINELLAS COUNTY FL OFF. RE- BK 16680 PG 136 GRANTOR HEREBY CERTIFIES THAT THE PROPERTY IS VACANT LAND NOT NOW NOR HAS IT EVER BEEN THE HOMESTEAD PROPERTY OF ANY OV"THE ,, ,, aTIES CONSTITUTING THE GRANTOR, NOR IS THE PROPERTY ADJACENT TO QR ,' )NTIGUOUS TO RESIDENCE OF ANY OF THE PARTIES CONSTITLbM4 -TFIP, ZANTOR OR THE RESIDENCE OF ANY FAMILY MEMBERS OF AAIV OF'TifE' ; PARTIES CONSTITUTING THE GRANTOR. IN WITNESS WHEREOF, Grantor has executed this Special Wa�Yanty Decl -as --af the day and year set forth above. ; Signed, sealed, and delivered _ in jie presence of: ,> Print R4B2RT F.,CLAYT Print Name: OORAS Ul D Z STATE OF FLORIDA COUNTY OF N The foregoing iii\, runjeht wds acknowledged before me this w` day of August, 2009, by ROBERT F. CLAY164. fIe is personally known to me or has produced ' ag,identification, * AIY(X�II�iIS810Ni9tr636200 Notary Public, State of Florida BXPM01 0ovA W26, 2012 Print Name: 'oc�lwd09tNatelysaldo�s Commission No.: My Commission Expires: 4837- 1619-1748.1 32054/0118 N1, al. I 11. Planning Department ' 100 South Myrtle Avenue .\ 1leaater , Cle rwater Florida 33756 Clearwater, c� 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 $ e 1225 S HIGHLAND AVE FLD2009 -09033 ` PINE -BERRY SENIOR APARTMENTS * NOTE: 15 TOTAL SETS OF INFORMATION REQUIRED (APPLICATIONS PLUS SITE PLAN SETS) FLEXIBLE DEVELOPMENT APPLICATION r Comprehensive Infill Redevelopment Project PLEASE TYPE OR PRINT— A. APPLICANT, PROPERTY OWNER AND AGENT INFORMATION: (Code Section 4- 202.A) APPLICANT NAME: Pine - Berry Senior Limited Partnership MAILING ADDRESS: 2206 Jo -an Drive, Sarasota, Florida 34231 PHONE NUMBER: 941- 929 -1270 FAX NUMBER: 941 -929 -1271 CELL NUMBER EMAIL: PROPERTY OWNER(S): O & P Investments of Tampa, Inc. List ALL owners on the deed RLI Beneficial Acqusitions LLC AGENT NAME: David L. Bllyeu, P.E. - Gulf Coast Consulting Inc. MAILING ADDRESS: 13825 Icot Boulevard, Suite 605, Clearwater, Florida 33760 PHONE NUMBER: 727 -524 -1818 FAX NUMBER: 727- 524 -6090 CELL NUMBER: 727 - 644 -7085 EMAIL: dbilyeu @gulfooastoonsultinginc.00m B. PROPOSED DEVELOPMENT INFORMATION: (Code Section 4- 202.A) PROJECT NAME: Pine Berry Senior Apartments PROJECT VALUATION: $ 7.65M STREET ADDRESS 1225 South Highland Avenue PARCEL NUMBER(S): 23/29/15/29034/000 /0060 and 23/29/15/00000/210 /0310 PARCEL SIZE (acres): 3.22 Acres PARCEL SIZE (square feet): 140,263 LEGAL DESCRIPTION: See attached legal description(in survev) PROPOSED USE(S): Attached dwellings (Senior Apartments) DESCRIPTION OF REQUEST: Approval for up to 85 attached multi - family units (senior apartments) on 3.22 acres zone Specifically identify the request C and HDR. Flexibility to increase height from 30 feet maximum to 48 feet, to reduce (include number of units or square footage of non - residential use and all parking from 170 spaces to 94 spaces, reduction in front setback from 25 feet to 15 feet requested code deviations; e.g. (to parking), side setback from 10 feet to 7 feet (to sidewalk) reduction in required number of parking spaces, specific use, etc.) C: \Documents and Settings\ derek.ferguson \Desktop\planning dept forms 0708 \Comprehensive Infill Proje,-t-(FL-D 2008- 0.7= 49- doc —�-- -� Page 1 of 8 �i�t 1NAL RIEV O SEP 01 2009 i PLANNING DOES THIS APPLICATION INVOLVE THE TRANSFER OF DEVELOPMENT RIGHTS (TDR), A PREVIOUSLY APPROVED PLANNED UNIT DEVELOPMENT, OR A PREVIOUSLY APPROVED (CERTIFIED) SITE PLAN? YES _ NO _ (if yes, attach a copy of the applicable documents) C. PROOF OF OWNERSHIP: (Code Section 4- 202.A.5) W" SUBMIT A COPY OF THE TITLE INSURANCE POLICY, DEED TO THE PROPERTY OR SIGN AFFIDAVIT ATTESTING OWNERSHIP (see page 7) D. WRITTEN SUBMITTAL REQUIREMENTS: (Code Section 3- 913.A) H Provide complete responses to the six (6) GENERAL APPLICABILITY CRITERIA — Explain how each criteria is achieved, in detail: 1. The proposed development of the land will be in harmony with the scale, bulk, coverage, density and character of adjacent properties in which it is located. The area contains mixed -use including retail, offices and multi - family residential uses. Some uses are multi- story attached dwellings, that the proposed 4 story re- development will be in harmony with the density of 26.6 units / acre is similar to adjacent residential properties zoned HDR. 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. Adjacent properties are fully developed. The site currently contains a defunct bowling alley / sports bar and is an eyesore. The re- development into a senior housing will improve the appearance, therefore improving property values rather than impair values. 3. The proposed development will not adversely affect the health or safety or persons residing or working in the neighborhood of the proposed use. The proposed senior housing complex will not adversely affect health / safety of persons living or working in the neighborhood. Senior housing is quiet, low- activity and usually generates low traffic volume. The re- development will replace a defunct bowling alley / sports bar. 4. The proposed development is designed to minimize traffic congestion. The 85 -unit attached senior residential complex would generate only 296 daily vehicle trips, 11 vehicle trips during the AM peak hour and 14 vehicle trips during the PM peak hour per ITE Trip Generation, 8th Edition Land Use Code 252. This is minimal. 5. The proposed development is consistent with the community character of the immediate vicinity of the parcel proposed for development. The community consists of multi - family residential structures as well as retail / office structures. The proposed 4 story apartment building is consistent with the community character. 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 provides for large building setbacks of 42 feet to the east, where the site abuts single - family homes. Tto setbacks along the north side (15 feet to parking) abuts a public roadway (Barry Street) and therefore minimzes affects on surrounding properties. Landscape buffers are provided on all perimeters. CADocuments and Settings\ derek.ferguson \Desktop\planning deptforms 0708 \Residential Infll Project (FLD) 2008 0 - 1 IGINAL REV V Page 2 of 8 SEP 01 2099 PLANNING WRITTEN SUBMITTAL REQUIREMENTS: (Comprehensive Infill Redevelopment Project Criteria) 9 /Provide complete responses to the six (6) COMPREHENSIVE INFILL REDEVELOPMENT PROJECT CRITERIA — Explain how each criteria is achieved, in detail: 1. The development or redevelopment is otherwise impractical without deviations from the use and /or development standards set forth in this zoning district. The flexibilty in height from 25 feet to 48 feet in the eastern portion of the "C" zoned area is necessary to achieve reasonable density as permitted in "C" zone while providing adequate open space, parking and drainage retentiod The flexibility in parking is necessary to increase open space and meet special requirements for seniors. 2. The development or redevelopment will be consistent with the goals and policies of the Comprehensive Plan, as well as with the general purpose, intent and basic planning objectives of this Code, and with the intent and purpose of this zoning district The Comprehensive Plan allows residential development up to 24 units per acre in the CG category. The community development code allows residential in the "C" zone only as a comprehensive infill redevelopment. This is a re- development of a defunct bowling alley / sports bar and quality redevelopment is a valid purpose in the Comprehensive plan and code. 3. The development or redevelopment will not impede the normal and orderly development and improvement of surrounding properties. The surrounding properties are fully developed with mixed uses including multi -story residential developments. The re- development of a defunct bowling alley / sports bar with multi - family senior housing will promote orderly development. 4. Adjoining properties will not suffer substantial detriment as a result of the proposed development. The re- development will be on a upgrade to the property and the area as a whole and will not be a detriment. Increased landscaping, open space and construction of a new building will be an improvement. 5. The proposed use shall otherwise be permitted by the underlying future land use category, be compatible with adjacent land uses, will not substantially alter the essential use characteristics of the neighborhood; and shall demonstrate compliance with one or more of the following objectives: a. The proposed use is permitted in this zoning district as a minimum standard, flexible standard or flexible development use; b. The proposed use would be a significant economic contributor to the City's economic base by diversifying the local economy or by creating jobs; c. The development proposal accommodates the expansion or redevelopment of an existing economic contributor; d. The proposed use provides for the provision of affordable housing; e. The proposed use provides for development or redevelopment in an area that is characterized by other similar development and where a land use plan amendment and rezoning would result in a spot land use or zoning designation; or f. The proposed use provides for the development of a new and /or preservation of a working waterfront use. The "CG" land use category allows residential development, and the "C" zoning allows residential as a flexible development (comprehensive infill). The proposal is a re- development and provides affordable senior housing in an area characterized by multi - family uses and mixed uses. 6. Flexibility with regard to use, lot width, required setbacks, height and off - street parking are justified based on demonstrated compliance with all of the following design objectives: a. The proposed development will not impede the normal and orderly development and improvement of the surrounding properties for uses permitted in this zoning district; b. The proposed development complies with applicable design guidelines adopted by the City; c. The design, scale and intensity of the proposed development supports the established or emerging character of an area; d. In order to form a cohesive, visually interesting and attractive appearance, the proposed development incorporates a substantial number of the following design elements: ❑ Changes in horizontal building planes; ❑ Use of architectural details such as columns, cornices, stringcourses, pilasters, porticos, balconies, railings, awnings, etc.; ❑ Variety in materials, colors and textures; ❑ Distinctive fenestration patterns; ❑ Building stepbacks; and ❑ Distinctive roofs forms. e. The proposed development provides for appropriate buffers, enhanced landscape design and appropriate distances between buildings. The flexibility in setbacks, height and parking are reasonable and justified since the re- development will enhance the orderly development by providing increased open space, drainage retention and landscaping. The 4 story building is compatible with existing multi -story buildings. The building contains many corners and setbacks. C: \Documents and Settings\ derek.ferguson \Desktop\planning dept forms 0708 \Comprehensive Infill Project (FLD) 2008 07- 11.doc Page 3 of 8 U'r�f'ialNAL. REVD 6 =1' 0 1 2009 PL.ANNIRItG E. STORMWATER PLAN Manual and 4- 202.A.21) Storm Drainage Design Criteria R/ 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; 6d A narrative describing the proposed stormwater control plan including all calculations and data necessary to demonstrate compliance with / the City manual. Cd' Proposed stormwater detention /retention area including top of bank, toe of slope and outlet control structure; Q/ 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 6r/ ACKNOWLEDGEMENT OF STORMWATER PLAN REQUIREMENTS (Applicant must initial one of the following): Stormwater plan as noted above is included Stormwater plan is not required and explanation narrative is attached. At a minimum, a grading plan and finished floor elevations shall be provided. CAUTION — IF APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR A STORMWATER PLAN AND NONE HAS BEEN SUBMITTED, APPLICATION MUST BE RESUBMITTED AND SIGNIFICANT DELAY MAY OCCUR. If you have questions regarding these requirements, contact the City Public Works Administration Engineering Department at (727) 562 -4750. F. SUPPLEMENTAL SUBMITTAL REQUIREMENTS: (Code Section 4- 202.A) 0/ SIGNED AND SEALED SURVEY (including legal description of property) — One original and 14 copies; CY 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; U--' TREE INVENTORY; prepared by a "certified arborist ", of all trees 4" DBH or greater, reflecting size, canopy (drip lines) and condition of such trees; 0/ OCATION MAP OF THE PROPERTY; fd' 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 eviations 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\planning dept forms 0708\ Comprehensive lnfilWroje -ct- (fLD)- 2008,- 07= 1.1�doc Page 4 of 8 �t�ai�►ti " 5a-J 1 2009 PLANNING G. SITE PLAN SUBMITTAL REQUIREMENTS: (Section 4- 202.A) ❑ SITE PLAN with the following information (not to exceed 24" x 36 "): Index sheet referencing individual sheets included in package; North arrow; Engineering bar scale (minimum scale one inch equals 50 feet), and date prepared; All dimensions; Footprint and size of all EXISTING buildings and structures; - Footprint and size of all PROPOSED buildings and structures; �- All required setbacks; / All existing and proposed points of access; All required sight triangles; Identification of environmentally unique areas, such as watercourses, wetlands, tree masses, and specimen trees, including description and location of understory, ground cover vegetation and wildlife habitats, etc; Location of all public and private easements; / Location of all street rights -of -way within and adjacent to the site; Location of existing public and private utilities, including fire hydrants, storm and sanitary sewer lines, manholes and lift stations, gas and water lines; / All parking spaces, driveways, loading areas and vehicular use areas; Depiction by shading or crosshatching of all required parking lot interior landscaped areas; Location of all solid waste containers, recycling or trash handling areas and outside mechanical equipment and all required screening {per Section 3- 201(D)(i) and Index #7011; / Location of all landscape material; / Location of all onsite and offsite storm -water management facilities; / Location of all outdoor lighting fixtures; / Location of all existing and proposed sidewalks; and Floor plan typicals of buildings for all Level Two approvals. A floor plan of each floor is required for any parking garage requiring a Level Two approval. O" SITE DATA TABLE for existing, required, and proposed development, in written /tabular form: PROPOSED EXISTING / Land area in square feet and acres; 3.22 acres / Number of EXISTING dwelling units; N/A / Number of PROPOSED dwelling units; N/A / Gross floor area devoted to each use; 27.537 s.f Parking spaces: total number, presented in tabular form with the number of required spaces; 180 spaces ZTotal paved area, including all paved parking spaces & driveways,_ . in square feet & percentage of the paved vehicular'area; Official records book and page numbers of all existing utility _ easement; Building and structure heights; 19.3 feet ;7" Impermeable surface ratio (I.S.R.); and REQUIRED PROPOSED 15.000 s.f min 3.22 acres N/A . max 85 D.U. 170 sDaces 94 spaces 30 feet max 48 feet ,/ Floor area ratio (F.A.R.) for all nonresidential uses. 0.20 N/A N/A le REDUCED COLOR SITE PLAN to scale (8' /z X 11); U--' 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; e""AII 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 Settingskderek .ferguson \Desktop\planning dept forms 0708 \Comprehensive Infill Project (FLD) 2008 07- 11.doc Page 5 of 8 ORIGINAL RECC .,, H. LANDSCAPING PLAN SUBMITTAL REQUIREMENTS: (Section 4- 1102.A) Q" LANDSCAPE PLAN with the following information (not to exceed 24"x 36 "): / All existing and proposed structures; Names of abutting streets; Drainage and retention areas including swales, side slopes and bottom elevations; �- Delineation and dimensions of all required perimeter landscape buffers; Sight visibility triangles; Delineation and dimensions of all parking areas including landscaping islands and curbing; Existing trees on -site and immediately adjacent to the site, by species, size and locations, including driplines (as indicated on required tree survey); Location, size, and quantities of all existing and proposed landscape materials, indicated by a key relating to the plant schedule; Plant schedule with a key (symbol or label) indicating the size, descripfion, 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. M- REDUCED COLOR LANDSCAPE PLAN to scale (8 %2 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) 13 BUILDING ELEVATION DRAWINGS —with the following information: All sides of all buildings Dimensioned Colors (provide one full sized set of colored elevations) '--/Materials 0/ REDUCED BUILDING ELEVATIONS - same as above to scale on 8'% 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 %X 11) (color), if submitting Comprehensive Sign Program application. C: \Documents and Settings\ derek.ferguson \Desktop\planning dept forms 0708 \Comprehensive Irfr1IIF_tbjec . t -( --, 21 08= 07?1.1-doc Page 6 of 8 .� �W� [„� ICE.. -5 I a f U �' K'59 l°'C..AG���CCv� K. TRAFFIC IMPACT STUDY: (Section 4- 202.A.13 and 4- 801.C) ❑ Include if required by the Traffic Operations Manager or his /her designee or if the proposed development: • Will degrade the acceptable level of service for any roadway as adopted in the Comprehensive Plan. • Will generate 100 or more new vehicle directional trips per hour and /or 1000 or more new vehicle trips per day. • Will affect a nearby roadway segment and /or intersection with five (5) reportable accidents within the prior twelve (12) month period or that is on the City's annual list of most hazardous intersections. Trip generation shall be based on the most recent edition of the Institute of Transportation Engineer's (ITE) Trip General Manual. The Traffic Impact Study must be prepared in accordance with a " Scoping Meeting" held with the Traffic Operations Manager and the Planning Department's Development Review Manager or their designee (727- 562 -4750) Refer to Section 4 -801 C of the Community Development Code for exceptions to this requirement. t7/ Acknowledgement of traffic impact study requirements (Applicant must initial one of the following): Traffic Impact Study is included. The study must include a summary table of pre- and post - development levels of service for all roadway legs and each turning movement at all intersections identified in the Scoping Meeting. Traffic Impact Study is not required. Not required. See Traffic Assessment C ION — IF APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR" A TRAFFIC IMPACT STUDY AND NONE HAS BEEN SUBMITTED, APPLICATION MUST BE RESUBMITTED AND SIGNIFICANT DELAY MAY OCCUR. If you have questions regarding these requirements, contact the City Public Works Administration Engineering Department at (727) 562- 4750. L. 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. QX Acknowledgement of fire flow calculations /water study requirements (Applicant must initial one of the following): Fire Flow Calculations/Water Study is included. 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 knowled a and authorize City representatives to visit and pho ph the property described in this application. L Signature of property owner �r representative STATE OF FLORIDA, COUNTY OF PINELW Sworn to anq subscribed before me this � day of &! ftft14 �✓ A.D. 20 to me and /or by who is personally known has p ced s entifica n. _A00f °,ue Notary Public State a pu lic, _ Chantal Vachon My commission expir My Commission DD 1 1 I '11 n_ nol Expires 01/11/2013 C: \Documents and Settings \derek.ferguson \Desktop\planni Page 7t fogs 0708\ Comprehensive4Qll -P� j ct�FLDD)- 20008-07 14-. oc �kp 01 2009 PLANNING N. AFFIDAVIT TO AUTHORIZE AGENT: 1. Provide names of all property owners on deed — PRINT full names: Eugene O'Steen Don Paxton 2. That (I am/we are) the owner(s) and record title holder(s) of the following described property (address or general location): 1225 South Highland Avenue 3. That this property constitutes the property for which a request for a: (describe request) Flexible Development Residential Infill. 4. That the undersigned (has/have) appointed and (does /do) appoint: Mr. David L. Bilyeu, P.E. Gulf Coast Consulting, Inc. as (his /their) agent(s) to execute any petitions or other documents necessary to affect such petition; 5. That this affidavit has been executed to induce the City of Clearwater, Florida to consider and act on the above described property; 6. That site visits to the property are necessary by City representatives in order to process this application and the owner authorizes City representatives to visit and photograph the property described in this application; 7. That ), the undersigned autho certif�that he foregoing is true and correct. Property n Property Owner .............. . ...... .............. __ .... ..._..... _ .............. _ .......... __ ....... _......... ..... __ ....... _ ............... _.._._ ....... --- ..... ... ... . ........... —_ .......... _._ ................ __ ............. _ ...... _ ...... ....... _._ ........... _ ............. .... _ .............. ..__.._.......... ._._ .................................. __... Property Owner Property Owner STATE OF FLORIDA, COUNTY OF PINELLAS Before me the undersigned, an officer duly commissioned by the laws of the State of Florida, on this day of �}DU°j personally appeared �_ U�- �___4r s _r!'� who having been first duly sworn Deposes and says that he /she fully understands the contents of the affidavit that he /she signed. (;ina Knauer otary Public Signature Notary Seal /st, yeG.; Dommission 11 D0550505 My Commission Expires: 1J 3579 ;°,: �xpirtla 5109120 f)FtIGIN ,L RIFC' C:\Documents and Settings\ derek.ferguson \Desktop\planning dept forms 0708 \Comprehensive Infill Project (FLD) 2008 07- 11.doc Page 8 of 8 4 � � 1 205 191 PLANNING N. AFFIDAVIT TO AUTHORIZE AGENT: 1. Provide names of all property owners on deed — PRINT full names: Eugene O'Steen RLI Beneficial Acquisitions LLC 2. That (I am /we are) the owner(s) and record title holder(s) of the following described property (address or general location): 1225 South Highland Avenue 3. That this property constitutes the property for which a request for a: (describe request) Flexible Development Residential Infill. 4. That the undersigned (has/have) appointed and (does /do) appoint: Mr. David L. Bilyeu, P.E. Gulf Coast Consulting, Inc. as (his /their) agent(s) to execute any petitions or other documents necessary to affect such petition; 5. That this affidavit has been executed to induce the City of Clearwater, Florida to consider and act on the above described property; 6. That site visits to the property are necessary by City representatives in order to process this application and the owner authorizes City representatives to visit and photograph the property described in this application; 7. That (1 /we), the und:7autho rity, hereby certify that the foregoing is true and correct. Property Owner Property Owner Property Owner Property Owner STATE OF FLORIDA, COUNTY OF PINELLAS E)pfore the an officer duly commissione by the laws of the Stat on his C day of me undersigned, nof�Fllorida, Z!�`X6 6? Personally appeared �� � who having been first duly sworn Deposes and says that he /she fully understands the contents of the affidavit that he /she signed. W.P J VAN HORN Commission DD 760171 =; t zz Expires February 19. 2012 Bonded Thru Troy Fain lnsumnoe 80 0-3es -7019 NotaVPublii Sig nat Notary Seal /Stamp My Commission Expires: ORIGINAL RECYC e 0 1 2009 C: \Documents and Settin s\derek.fer uson \Deskto \ lannin dept forms 0708 \Com rehensive Infill Pro'fct Fkb (F0 " _ A 1.do Page 8 of 8 a 4X'/C`kArwater Planning Department 100 South Myrtle Avenue` Clearwater, Florida 33756. Telephone: 727 -562 -4567 Fax: 727-562-4865 d SUBMIT ORIGINAL SIGNED AND NOTARIZED APPLICATION M SUBMIT 14 COPIES OF THE ORIGINAL APPLICATION - Plans and application are required to be collated, stapled, and folded into sets W / SUBMIT FIRE PRELIMARY SITE PLAN: $200.00 ❑ SUBMIT APPLICATION FEE $ 1225 S HIGHLAND AVE FLD2009 -09033 PINE -BERRY SENIOR APARTMENTS Zoning: C atlas# 307A ORIGINAL a y SEP 01 2009 I PLANNING * NOTE: 15 TOTAL SETS OF INFORMATION REQUIRED (APPLICATIONS PLUS SITE PLAN SETS) FLEXIBLE DEVELOPMENT APPLICATION PLEASE TYPE OR PRINT— A. APPLICANT, PROPERTY OWNER AND AGENT INFORMATION: (Code Section 4 APPLICANT NAME: Pine - Berry Senior Limited Partnership MAILING ADDRESS: 2206 Jo-an Drive, Sarasota, Florida 34231 PHONE NUMBER: 941 - 929 -1270 FAX NUMBER: 941- 929 -1271 CELL NUMBER: EMAIL: PROPERTY OWNER(S): O & P Investments of Tampa, Inc. List ALL owners on the deed RLI Beneficial Acquisitions LLC AGENT NAME: David L. Bilyeu, P.E. - Gulf Coast Consulting Inc. MAILING ADDRESS: 13825 loot Boulevard. Suite 605, Clearwater, Florida 33760 PHONE NUMBER: 727.524 -1818 FAX NUMBER: 727_524 -6090 CELL NUMBER: 727- 644 -7085 EMAIL: dbilyeu @gulfcoastconSUltinginc.com B. PROPOSED D PROJECT NAME: STREET ADDRESS PARCEL NUMBER(S): PARCEL SIZE (acres): LEGAL DESCRIPTION: Pine Berry Senior Apartments PROJECT VALUATION: $ 7.65M 1225 South Highland Avenue 23/29/15/29034/000 /0060 and 3.22 Acres PARCEL SIZE (square feet): 140.263 See attached leqal description(in Survey) PROPOSED USE(S): Attached dwellings (Senior Apartments) DESCRIPTION OF REQUEST: Approval for up to 85 attached multi - family units (senior apartments) on 3.22 acres zoned Specifically identify the request C and HDR. Flexibilitv to increase height from 30 feet maximum to 48 feet, to reduce (include number of units or square footage of non - residential use and all parkinq from 170 Spaces to 94 spaces. reduction 'in front setback from 25 feet to 15 feet requested code deviations; e.g. reduction in required number of (to parkinq), side setback from 10 feet to 7 feet (to sidewalk) parking spaces, specific use, etc.) C: \Documents and Settings\ derek.ferguson\Desktop\planning dept forms 0708\11esidential Infill Project (FLD) 2008 07- 11.doc Page 1 of 8 DOES THIS APPLICATION INVOLVE THE TRANSFER OF DEVELOPMENT RIGHTS (TDR), A P39EVIOUSLY APPROVED PLANNED UNIT DEVELOPMENT, OR A PREVIOUSLY APPROVED (CERTIFIED) SITE PLAN? YES _ NO _/ (if yes, attach a copy of the applicable documents) C. PROOF OF OWNERSHIP: (Code Section 4- 202.A.5) 2/SUBMIT A COPY OF THE TITLE INSURANCE POLICY, DEED TO THE PROPERTY OR SIGN AFFIDAVIT ATTES _ "WNERSHI _p� r;; - (see page 7) I 1�r NAL �i��s� ii D. WRITTEN SUBMITTAL REQUIREMENTS: (Code Section 3- 913.A) / I Q' Provide complete responses to the six (6) GENERAL APPLICABILITY CRITERIA - Explain how each criteria is achieved -i�n� ���� 1. The proposed development of the land will be in harmony with the scale, bulk, coverage, density and character of adjacent properties in which it is located. The area contains mixed -use including retail, offices and multi - family residential uses. Some uses are multi- story attached dwellings, that the proposed 4 story re- development will be in harmony with the density of 26.6 units / acre is similar to adjacent residential properties zoned HDR. 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. Adjacent properties are fully developed. The site currently contains a defunct bowling alley / sports bar and is an eyesore. The re- development into a senior housing will improve the appearance, therefore improving property values rather than impair values. 3. The proposed development will not adversely affect the health or safety or persons residing or working in the neighborhood of the proposed use. The proposed senior housing complex will not adversely affect health / safety of persons living or working in the neighborhood. Senior housing is quiet, low- activity and usually generates low traffic volume. The re- development will replace a defunct bowling alley / sports bar. 4. The proposed development is designed to minimize traffic congestion. The 85 -unit attached senior residential complex would generate only 296 daily vehicle trips, 11 vehicle trips during the AM peak hour and 14 vehicle trips during the PM peak hour per ITE Trip Generation, 8th.Edition Land Use Code 252. This is minimal. 5. The proposed development is consistent with the community character of the immediate vicinity of the parcel proposed for development. The community consists of multi - family residential structures as well as retail / office structures. The proposed 4 story apartment building is consistent with the community character. 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 provides for large building setbacks of 42 feet to the east, where the site abuts single - family homes. TW setbacks along the north side (15 feet to parking) abuts a public roadway (Barry Street) and therefore minimzes affects on surrounding properties. Landscape buffers are provided on all perimeters. CADocuments and Settings\ derek.ferguson \Desktop\planning dept forms 0708 \Residential Infill Project (FLD) 2008 07- 11.doc Page 2 of 8 WRI EN SUBMITTAL REQUIREMENTS: (Residential Infill Project Criteria) Provide complete responses to the seven (7) RESIDENTIAL INFILL PROJECT CRITERIA — Explain how each criteria is achieved, in detail: 1. The development or redevelopment of the parcel proposed for development is otherwise impractical without deviations from the intensity and development standards. The flexibility in height from 30 feet to 48 feet is necessary to achieve reasonable density as permitted in HDR zoning, while simultaneously providing adequate open space, adequate panting and drainage retention. The flexibility in parking is necessary to provide open space and meet special requirements for seniors. 2. The development of the parcel proposed for development as a residential infill project will not materially reduce the fair market value of abutting properties. (Include the existing value of the site and the proposed value of the site with the improvements.) The existinq site has a just market value of $850,000 +/- with the proposed re- development the value is expected to be $ 7.65M. The re- development will eliminate an unsightly defunct bowling alley / sports bar. 3. The uses within the residential infill project are otherwise permitted in the City of Clearwater. Attached dwellings are a permitted use in the HDR zoning district. ORIGINAL i i8° SEP 01 i 4. � r�rvrlr�t The uses or mix of use within the residential infill project are compatible with adjacent land uses. The proposed senior housinq complex is compatible with adjacent uses which include multistory attached residential uses, retail uses and some single - family detached uses. 5. The development of the parcel proposed for development as a residential infill project will upgrade the immediate vicinity of the parcel proposed for development. The existing defunct bowlinq alley / sports bar and expansive asphalt parking lot is unsightly. The re- development to include new landscaping, buffers, and a new building will be an upgrade to the site and area. 6. The design of the proposed residential infill project creates a form and function that enhances the community (,haracter of the immediate vicinity of the parcel proposed for development and the City of Clearwater as a whole. The design enhances community character by reducing curb cuts from 5 to 2, provides for ample building setbacks as compared to current condition, increases open space, provides entry feature ponds, and a new building to upgrade the area. 7. Flexibility in regard to lot width, required setbacks, height and off - street parking are justified by the benefits to community character and the immediate vicinity of the parcel proposed for development and the City of Clearwater as a whole. The flexibility regarding height (48 feet to midpoint) is justified since it is lower than many uses in the area, the proposed building setbacks are greater on the north, west, and south than existing buildinq setbacks. Reduced parking is justified by Parking Analysis and reduces impervious surface. CADocuments and Settings\ derek.ferguson \Desktop\planning dept forms 0708 \Residential Infill Project (FLD) 2008 07- 11.doc Page 3 of 8 E. STORMWATER PLAN SUBMITTAL REQUIREMENTS: (City of Clearwater Storm Drainage Design Criteria Manual and 4- 202.A.21) w/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. 21� , 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; EEE111/ 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; Imo' 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 la ACKNOWLEDGEMENT OF STORMWATER PLAN REQUIREMENTS (Applicant must initial one of the following): Stormwater plan as noted above is included Stormwater plan is not required and explanation narrative is attached. At a minimum, a grading plan and finished floor elevations shall be provided. CAUTION — IF APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR A STORMWATER PLAN AND NONE HAS BEEN SUBMITTED, APPLICATION MUST BE RESUBMITTED AND SIGNIFICANT DELAY MAY OCCUR. If you have questions regarding these requirements, contact the City Public Works Administration Engineering Department at (727) 562 -4750. F. SUPPLEMENTAL SUBMITTAL REQUIREMENTS: (Code Section 4- 202.A) Q"/ SIGNED AND SEALED SURVEY (including legal description of property) — One original and 14 copies; Ef 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; ,a/ 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; SEP Q 1 2009 CADocuments and Setfings\ derek.ferguson \Desklop\planning dept farms 0708 \Residential Infill Project (FLD) 2008'07 . oc Page 4 of 8 G. SITE PLAN SUBMITTAL. REQUIREMENTS: (Section 4- 202.A) SITE PLAN with the following information (not to exceed 24" x 36 "): Index sheet referencing individual sheets included in package; North arrow; Engineering bar scale (minimum scale one inch equals 50 feet), and date prepared; All dimensions; Footprint and size of all EXISTING buildings and structures; Footprint and size of all PROPOSED buildings and structures; All required setbacks; All existing and proposed points of access; All required sight triangles; Identification of environmentally unique areas, such as watercourses, wetlands, tree masses, and specimen trees, including description and location of understory, ground cover vegetation and wildlife habitats, etc; Location of all public and private easements; Location of all street rights -of -way within and adjacent to the site; Location of existing public and private utilities, including fire hydrants, storm and sanitary sewer lines, manholes and lift stations, gas _ and water lines; All parking spaces, driveways, loading areas. and. vehicular.use. areas. .... .. Depiction by shading or crosshatching of all required parking lot interior landscaped areas; Location of all solid waste containers, recycling or trash handling areas and outside mechanical equipment and all required screening {per Section 3- 201(D)(i) and Index #701); Location of all landscape material; Location of all onsite and offsite storm -water management facilities; _ Location of all outdoor lighting fixtures; Location of all existing and proposed sidewalks; and / Floor plan typicals of buildings for all Level One (flexible standard development) and Level Two approvals. A floor plan of each floor is required for any parking garage requiring a Level One (minimum standard and flexible standard) or Level Two approval. �✓ SITE DATA TABLE for existing, required, and proposed development, in written /tabular form: Land area in square feet and acres; Number of EXISTING dwelling units; Number of PROPOSED dwelling units; Gross floor area devoted to each use; Parking spaces: total number, presented in tabular form with the number of required spaces; ✓ Total paved area, including all paved parking spaces & driveways, expressed in square feet & percentage of the paved vehicular area; Official records book and page numbers of all existing utility easement; T 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'h X 11); EXISTING REQUIRED PROPOSED 3.22 acres 15,000 s.f min 3.22 acres N/A N/A N/A N/A 27,537 s.f 180 spaces 19.3 feet 0.20 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; "7 Lot lines and building lines (dimensioned); Streets and drives (dimensioned); Building and structural setbacks (dimensioned); _ Structural overhangs; raa7 sllMr IF -V :Uv BE 01 170 spaces 94 spaces I r 30 feet max 48 feet N/A N/A ORIGINAL REC SEP 01 2009 1 PLANNING CADocuments and Settings\ derek.ferguson \Desktop\planning dept forms 0708\Residential Infill Project (FLD) 2008 07- 11.doc Page 5 of 8 H. LANDSCAPING PLAN SUBMITTAL REQUIREMENTS: (Section 4- 1102.A) u LANDSCAPE PLAN with the following information (not to exceed 24"x 36 "): All existing and proposed structures; Names of abutting streets; Drainage and retention areas including swales, side slopes and bottom elevations; Delineation and dimensions of all required perimeter landscape buffers; �/ Sight visibility triangles; Delineation and dimensions of all parking areas including landscaping islands and curbing; —7 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); I/ Irrigation notes. W REDUCED COLOR LANDSCAPE PLAN to scale (8' /z X 11); ❑ COMPREHENSIVE LANDSCAPE PROGRAM application, as applicable. Landscape associated with the Comprehensive Landscape Program shall exceed minimum Code requirements to offset the areas where minimum Code will not be met. I. BUILDING ELEVATION PLAN SUBMITTAL REQUIREMENTS: (Section 4- 202.A.23) BUILDING ELEVATION DRAWINGS –with the following information; All sides of all buildings; Dimensioned; Colors (provide one full sized set of colored elevations); 7 Materials; REDUCED BUILDING ELEVATIONS –same as above to scale on 8'% 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 %X 11) (color), if submitting Comprehensive Sign Program application. 1 2009 C:\Documents and Settings\ derek.ferguson \Desktop\planning dept forms 0708\Residential Infill Project (PLD) 2008 07 -I 1:doc Page 6 of 8 FLAI' NHDVt(21 K. TRAFFIC IMPACT STUDY: (Section 4- 202.A.13 and 4- 801.C) C1 Include if required by the Traffic Operations Manager or his /her designee or if the proposed development: ■ Will degrade the acceptable level of service for any roadway as adopted in the Comprehensive Plan. • Will generate 100 or more new vehicle directional trips per hour and /or 1000 or more new vehicle trips per day. • Will affect a nearby roadway segment and /or intersection with five (5) reportable accidents within the prior twelve (12) month period or that is on the City's annual list of most hazardous intersections. Trip generation shall be based on the most recent edition of the Institute of Transportation Engineer's (ITE) Trip General Manual. The Traffic Impact Study must be prepared in accordance with a " Scoping Meeting" held with the Traffic Operations Manager and the Planning Department's Development Review Manager or their designee (727- 562 -4750) fd Refer to Section 4 -801 C of the Community Development Code for exceptions to this requirement. Acknowledgement of traffic impact study requirements (Applicant must initial one of the following): Traffic Impact Study is included. The study must include a summary table of pre- and post - development levels of service for all V ONroadway legs and each turning movement at all intersections identified in the Scoping Meeting. Traffic Impact Study is not required. Not required. See Traffic Assessment — 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 Florida Fire Prevention Code to include NFPA 13, MFPA 14, NFPA 20, NFPA 291, and MFPA 1142 (Annex H) is required. Ack dg ment of fire flow calculations /water study requirements (Applicant must initial one of the following): F ire Flow Calculations/Water Study is included. 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 STATE OF FLORIDA, COUNTY OF PINELLAS in this application are true and accurate to the best of my Swom to and subscribed before me this 1 day of knowle uthorize City representatives to visit and A.D. 20 Qq to me and /or by ph graph the Oroperty described in this application. who is personally known has Signature of property owned or representative My commission C:\Documents and Settings\ derek.ferguson \Desktop\planning dept forms 0708 \Residential Infill Project (FLD) 2008 07- 11.doc Page 7 of 8 Chantal Vachon My Commission SEE 01 2009 QLANNINC N. AFFIDAVIT TO AUTHORIZE AGENT: 1. Provide names of all property owners on deed — PRINT full names: Eugene O'Steen RLI Beneficial Acquisitions LLC 2. That (I am/we are) the owner(s) and record title holder(s) of the following described property (address or general location): 1225 South Highland Avenue 3. That this property constitutes the property for which a request for a: (describe request) Flexible Development Residential Infill. 4. That the undersigned (has /have) appointed and (does /do) appoint: Mr. David L. Bilyeu, P.E. Gulf Coast Consulting, Inc. as (his /their) agent(s) to execute any petitions or other documents necessary to affect such petition; 5. That this affidavit has been executed to induce the City of Clearwater, Florida to consider and act on the above described property; 6. That site visits to the property are necessary by City representatives in order to process this application and the owner authorizes City representatives to visit and photograph the property described in this application; 7. That (1 1we), the under gned authority, hereby certify that the foregoing is true and correct. Property Owner Property Owner Property Owner Property Owner STATE OF FLORIDA, COUNTY OF PINELLAS efore me the undersigned, an officer duly commissioned by the laws of the State of Florida, on this Ot' �q day of bQ personally appeared /U/�L.1� T 9�%d /� who having been first duly sworn Deposes and says that he /she fully understands the contents of the affidavit that he /she signed. J. VAN s. Commission DD' 60171 k ' Expires February 19, 2012 ' P. �`� Bonded Tfmr Troy Fin Mwranoe 80a3E5.7019 A' vv Notary Public . gnature Notary Seal /Stamp My Commission Expires: / � 1p\ T C:\Documents and Settings\ derek.ferguson \Desktop\planning dept forms 0708 \Residential InFll Project (FLD) 20 Page 8 of 8 N. AFFIDAVIT TO AUTHORIZE AGENT: 1. Provide names of all property owners on deed — PRINT full names: Eugene O'Steen Don Paxton 2. That (I am /we are) the owner(s) and record title holder(s) of the following described property (address or general location): 1225 South Highland Avenue 3. That this property constitutes the property for which a request for a: (describe request) Flexible Development Residential Infill. 4. That the undersigned (has/have) appointed and (does /do) appoint: Mr. David L. Bilyeu, P.E. Gulf Coast Consulting, Inc. as (his /their) agent(s) to execute any petitions or other documents necessary to affect such petition; 5. That this affidavit has been executed to induce the City of Clearwater, Florida to consider and act on the above described property; 6. That site visits to the property are necessary by City representatives in order to process this application and the owner authorizes City representatives to visit and photograph the property described in this application; 7. Ti ), the undersigned ho y ereb certify that the foregoing is true and correct. Pro erty Owner Property Owner ............................. ......._..._ ........... .._ ....................... ._ ......... ............................................._._........................................... .................. ............. .......... .................. ...... ........... ........................ ....... _ ..... . ................. . .............................. _................. .... ...... ............ _._............... .................... _._.............. Property Owner Property Owner STATE OF FLORIDA, COUNTY OF PINELLAS Before me the undersigned, an officer duly commissioned by the laws of the State of Florida, on this day of 6 rI _ personally appeared (f� _V V � who having been first duly sworn Deposes and says that he /she fully understands the contents of the affidavit that he /she sign ,1'pr rip`, ,,Ina Knauer .a .- 'oru - a:,sion 41 DD550505 r.i*iry ID it 113579 7 P — -- �ry.;feKF� °,• ) r,t;ires5 /09/2010 nrnu " Notary Public Signature Notary Seal /Stamp My Commission Expires: ORIGINAL C:\Documents and Settings\ derek.ferguson \Desktop\planning dept fors 0708 \Residential Infill Project (FLD) 2008 07- 11.doc 2009 Page 8 of 8 L PLANNING Kb I #: 2009224505 BK: 16680 PC- 135, 08/25/2009 at 12:04 PM, RECORDING 2 PAGES $18.50 D DOC STAMP COLLECT f$147.00 KEN BURKE, CLERK 0 OURT PINELLAS COUNTY, FL BY DEPUTY CLERK: ULKDUI3 Prepared By and Return To: F. Vernon Bennett, Esq. - ,1 Broad and Cassel 390 North Orange Avenue Suite 1400 - - Orlando, Florida 32801 1' SPECIAL WARRANTY DEED _ THIS INDENTURE, made and executed this \.,A day of August,,2009, by ROBERT F. CLAYTON, a _Jt r�gtt— man, whose mailing address is'P:O,. Bok'5213, Largo, Florida 33779 ( "Grantor "), t —o'JRLI BENEFICIAL ACQUISIT,16VS-LLC,'a, #lorida limited liability company, whose mailing address is 2206 Jo -An Drive, Sa{ o'tas ftgi cf PINELLAS COUNTY FL OFF. REC BK 16680 PG 136 GRANTOR HEREBY CERTIFIES THAT THE PROPERTY IS VACANT LAND AA1D . NOT NOW NOR HAS IT EVER BEEN THE HOMESTEAD PROPERTY OF ANY LRTIES CONSTITUTING THE GRANTOR, NOR IS THE PROPERTY ADJACENT TO W,' )NTIGUOUS TO RESIDENCE OF ANY OF THE PARTIES CONSTITUTJ'NI4 -TFIR, ZANTOR OR THE RESIDENCE OF ANY FAMILY MEMBERS OF AAI?i� OF'TIRE', PARTIES CONSTITUTING THE GRANTOR. IN WITNESS WHEREOF, Grantor has executed this Special Wa�anty Deed as 6f the day and year set forth above. ; Signed, sealed, and delivered - in a presence of- ,> Print Name: Re CoR U 701T P., CLAY Print Name: DO [01) Ef1— STATE OF FLORIDA COUNTY OF N The foregoing j6Wumleiht was acknowledged before me this (1w` day of August, 2009, by ROBERT F. CLrAYT64. Ae is personally known to me or has produced Fl- L i._ , _ _ at identification. f ,- - # * MYCOtaM Notary Public, State of Florida EMAO:NorWW26,2012 Print Name: ocN�dD9�Ndmysmio�s Commission No.: My Commission Expires: ,> 1, n 4837 - 1619 - 1748.1 3205410118 M etc c°�c CDB Meeting Date: November 17, 2009 Case Numbers: FLD2009 -09033 Agenda Item: D. 6. Owner /Applicant: O& P Investments of Tampa, Inc/Pine -Berry Senior Limited Partnership Representative: David Bilyeu% P.E., Gulf Coast Consulting, Inc. Addresses: 1225 Highland Avenue and 1541 Barr CITY OF CLEARWATER PLANNING AND DEVELOPMENT DEPARTMENT STAFF REPORT GENERAL INFORMATION: REQUEST: Flexible Development approval to permit attached dwellings in the High Density Residential (HDR) District and Commercial (C) District with a lot area of 140,075 square feet, a lot width of 166 feet (along Highland Avenue) and 627 feet (along Barry Street), a front (west) setback of 289.3 feet (to porte - cochere) and 29.2 feet (to pavement), a front (north) setback of 26 feet (to building) and 17.5 feet (to pavement), . a side (south) setback of 22.8 feet (to building) and 8.3 feet (to pavement), a side (west) setback of 30.3 feet (to building), a rear (south) setback of 134.1 feet (to building), a side (east) setback of 24.7 feet (to building) and 16 feet (to pavement), a rear (south) setback of five feet (to pavement), a side (west) setback of four feet (to pavement), a rear (south) setback of 22 feet (to pavem and a side (east) setback of 41.6 feet (to building) and five feet (to pavement), a building height of 49 feet (to midpoint of roof) and 91 parking spaces under the provisions of Community Development Code Sections 2 -504.F and. 2 -704.0 as a residential infill project and comprehensive infill redevelopment project respectively and a reduction to interior landscape requirements from 10 percent to 5.5 percent, a reduction to the side (east) landscape buffer from 10 feet to five feet, a reduction to the side (west) landscape buffer from 10 feet to four feet and a reduction to the rear (south) landscape buffer from 10 feet to five feet as a Comprehensive Landscape Program under the provisions of Community Development Code Section 3- 1202.G. CURRENT ZONING: Commercial (C) and High Density Residential (HDR) Districts CURRENT FUTURE LAND USE CATEGORY: Commercial General (CG) and Residential High (RH) PROPERTY USE: Current Use: Vacant Indoor Recreation and Entertainment (Bowling Alley) Proposed Use: Attached Dwellings Community Development Board — November 17, 2009 FLD2009 -09033 —Page 1 of 10 EXISTING North: Office (0) District SURROUNDING Office ZONING AND USES: South: High Density Residential (HDR) District Attached Dwellings East: Low Medium Density Residential (LMDR) District Detached Dwellings West: Commercial (C) District Manufacturing /Office ANALYSIS: Site Location and Existing Conditions: The 3.22 acre site is located at the northeast corner of Highland Avenue and Barry Street. The site is comprised of three parcels; two of which are zoned High Density Residential and the other zoned Commercial. The Commercial parcel is developed with a 27,537 square foot bowling alley which has been vacant since June 2005, and is in a state of disrepair. This parcel has been the subject of over 14 code enforcement cases since its closing. It has been the source of graffiti, transients and overgrowth. One parcel zoned High Density Residential contains a parking lot and the other is currently undeveloped. The combined parcels are of an odd shape containing two fronts, five sides and three rear property lines. To the east of the subject property are detached dwellings and to the south are attached dwellings (condominiums). Offices are located to the north of the subject property and retail sales /service uses are located to the west. Development Proposal: The proposal is to construct 85 apartment style dwelling units for senior living at a density of 24- units /acre in the Commercial District and 30- units /acre in the HDR District. In this case the applicant averaged the density to obtain the 85 units. The proposed attached dwellings, Pine Berry Senior Living, will be designed for active seniors with moderate incomes. The development will be restricted to residents age 62 and over with an expected median age of 72. The concept is designed to promote interaction among its residents by providing spacious and inviting common areas and coordinated community activities. The attached dwellings are proposed at a height of 49 feet to midpoint of the roof. The first floor contains 13 one - bedroom apartments and nine two - bedroom units. Additionally, the first floor will contain a theater, a fitness room, an office, a mail area, and clubroom. Floors two through four each contain 10 one - bedroom apartments and 11 two- bedroom apartments. Each apartment will feature central air conditioning, wall -to -wall carpeting, stackable washer and dryer hookup, dishwasher, stove, refrigerator, disposal and a pull cord warning system. The main building color is SW6379 Jersey Cream and is accented with SW6387 Compatible Cream. The exterior of the four story building will be constructed of hardy board siding, stucco and stone veneer accents. The building will have green architectural shingles and the porte- cochere will have a standing seam metal roof. The site includes an ingress /egress area on both Highland Avenue and Barry Street. The Highland Avenue access will be the main access point Community Development Board — November 17, 2009 FLD2009 -09033 — Page 2 of 10 for residents and visitors. The Barry Street access is primarily for emergency and solid waste access and contains a turn- around for both. This area also contains five parking spaces. The building is proposed to be set back 289 feet on Highland Avenue and 26 feet on Barry Street. Side setbacks of 22.8 feet to building on the south property line, 30.3 feet to building on the west property line and 41.6 feet to building on the east property line are proposed. A rear (south) setback of 134.1 feet to building is proposed. A decorative six -foot wrought iron fence with masonry columns is proposed along both Highland Avenue and Barry Street. The remainder of the site will use six -foot black vinyl clad chainlink fencing along the perimeter. Density: Pursuant to the Countywide Future Land Use Plan and CDC Sections 2 -701.1 and 2.501.1 the maximum density for properties with a designation of Commercial General is 24 dwelling units per acre and Residential High is 30 dwelling units per acre. Based on the 1.69 acres zoned Commercial, 40 dwelling units are permissible; and based on the 1.53 acres zoned High Density Residential, 45 dwelling units are permissible. The overall density permissible for the project is 85 dwelling units and as such 85 dwelling units are proposed. Impervious Surface Ratio (ISR ): Pursuant to CDC Sections 2 -701.1 and 2.501.1, the maximum allowable ISR is 0.90 and 0.85 respectively. The overall proposed ISR is 0.55, which is consistent with both Code provisions. Minimum Lot Area and Width: Pursuant to CDC Section 2 -504, the minimum lot area for attached dwellings is 15,000 square feet. The overall site is 140,075 square feet of lot area. Pursuant to the same Table, the minimum lot width is 150 feet. The width of the lot along Highland Avenue is 166 feet and 627 feet along Barry Street. Pursuant to CDC Section 2 -704, the attached dwelling use is not specifically authorized and as such there is no specific minimum lot area and width denoted in Table 2 -704. However most uses in the Commercial (C) District have minimum lot areas from 3,500 square feet to 40,000 square feet. Likewise most uses in the Commercial (C) District have lot width requirements from 30 feet to 200 feet. The proposal is consistent.with these Code provisions. Minimum Setbacks: Pursuant to CDC Section 2 -504, the minimum front setback for attached dwellings can range between 15 — 25 feet, the side setback can range between 0 — 10 feet and the rear can range between 10 — 15 feet. The proposal includes a reduction to the front (north) setback from 25 feet to 17.5 feet (to pavement) for only 45 feet in length, with the remaining 582 feet of the property being 23 feet (to pavement), a side (east) setback from 10 feet to five feet (to pavement), a side (south) setback from 10 feet to 8.3 feet (to pavement), a side (west) setback from 10 feet to four feet (to pavement) for only 33 feet in length and a rear (south) setback which is requested to be reduced from 15 feet to five feet (to pavement). Of the 10 property lines around this combined parcel only one does not fall within the flexibility range, that being the rear (south) setback which is requested to be reduced from 15 feet to five feet (to pavement) for only 34 feet in length; however, it is consistent with the Residential Infill Project and Comprehensive Infill Redevelopment provisions. Setbacks to building on both fronts are generous with a front (west) setback of 289.3 feet and a front (north) setback of 26 feet. Pursuant to CDC Section 2- 704, the attached dwelling use is not specifically authorized and as such there is no specific minimum setbacks denoted in Table 2 -704. However most uses in the Commercial (C) District have front setbacks from 15 feet to 25 feet, side setbacks from 0 feet to 10 feet and rear setbacks Community Development Board — November 17, 2009 FLD2009 -09033 — Page 3 of 10 from 10 feet to 20 feet. These setbacks in CDC Section 2 -704 are the same as CDC Section 2- 504. The proposal is consistent with these Code provisions. Maximum Building Height: Pursuant to CDC Section 2 -504, the maximum building height for attached dwellings can range between 30 — 130 feet. The proposed height of the building is 49 feet (to midpoint of roof). Pursuant to CDC Section 2 -704, the attached dwelling use is not specifically authorized and as such there is no specific building height in Table 2 -704. However most uses in the Commercial (C) District have maximum building heights of 25 feet to 50 feet. The proposal is consistent with these Code provisions. Minimum Off - Street Parking: Pursuant to CDC Section 2 -704, the attached dwelling use is not specifically authorized and as such there is no specific parking requirement denoted in Table 2- 704. However, pursuant to CDC Section 2 -504, the minimum required parking for attached dwellings is two spaces per dwelling unit. Based upon the above, the 85 dwelling units will require 170 parking spaces and the proposal has provided for 94 spaces (1.1 spaces /unit). The applicant has provided a parking demand study to substantiate the reduction. The ,complex will not have any central dining or medical facilities or offer housekeeping services requiring full - time staff. Three employees performing maintenance and property management services will be on site daily. The proposed development is an active senior complex where residents are independent and come and go as they please. Historical data from other. senior housing complexes has shown seniors, whether living alone or as a mature couple, typically maintain ownership of one vehicle. In some instances they are no longer driving due to medical or age restrictions and therefore do not own a vehicle and rely on mass transit_ or others for transportation. The proposed development was analyzed using the Institute of Transportation Engineers (ITE) Parking Generation, 3`d Edition Land Use Code 252 (Senior Adult Housing) which demonstrates a parking ratio of 0.50 spaces per dwelling unit. Additionally, the lease agreements will stipulate that it will issue only one parking space per unit. Thus, 1.1 parking spaces per unit will allow ample space for residents, visitors and occasional employee parking needs. Sight Visibility Triangles: Pursuant to CDC Section 3- 904.A, to minimize hazards at the driveways, no structures or landscaping may be installed which will obstruct views at a level between 30 inches above grade and eight feet above grade within 20 -foot sight visibility triangles. No structures or landscaping is proposed within the site triangles. Solid Waste: The proposal will utilize a refuse dumpster located inside the building which will be rolled outdoors on collection days. The proposal has been found to be acceptable by the City's Solid Waste Department. Utilities: Pursuant to CDC Section 3 -911, all utilities including individual distribution lines must be installed underground unless such undergrounding is not practicable. Electric and communication lines for this development will be installed underground on site in compliance with this requirement. All electric panels, boxes and meters will be painted the same color as the building. Landscapin &: Pursuant to CDC Section 3- 1202.D.1, this site is required a 15 -foot wide landscape buffer along Highland Avenue a 10 -foot wide landscape buffer along Barry Street and ten foot Community Development Board — November 17, 2009 FLD2009 -09033 — Page 4 of 10 wide buffers on all the remaining side and rear property lines. The proposal includes a 15 -foot wide landscape buffer along Highland Avenue, a 10 -foot wide buffer along Barry Street and 10 foot wide buffers along three side and two rear property lines. The proposed buffers include over 100 trees and palms and 2,000 shrubs and ground cover species. The generous landscape buffers include trees such as magnolia, red maple, bald cypress, dahoon holly, live oak and crape myrtle; palms include sabal and washingtonia; and shrubs and groundcover include plumbago, simpson stopper, thyrallis, hibiscus, jasmine, viburnum, ornamental grasses, lirope, lantana, African iris and perennial peanut. The proposal does include a reduction to the landscape buffer on the side (east) from 10 feet to five feet, a reduction to the side (west) buffer from 10 feet to four feet and to the rear (south) buffer from 10 feet to five feet. As part of the Comprehensive Landscape Program the applicant has proposed to plant required trees and shrubs elsewhere on site to off -set the buffer reductions. The east buffer will contain a fence along with Jasmine in the five feet wide area. Currently fences and landscape material exist along a portion of the adjacent properties on the east property line. As stated previously this parcel has 10 property lines some with limited frontage, as such the reduction to the side (west) landscape buffer is for 27 feet of the total 34 feet length and the reduction to the rear (south) buffer is for 28 feet of the total 33 feet length. Pursuant to CDC Section 3- 1202.E.2, foundation plantings shall be provided for.100 percent of a building faeade with frontage along a street right of way. The foundation plantings must be a, minimum of a five foot wide area composed of at least two accent trees or three palm trees for every linear 40 feet of building faeade and one shrub for every 20 square feet of. required landscape area. A minimum of 50 percent of the area shall contain shrubs with the remainder to be ground cover. Both the Highland Avenue building faeade and the Barry Street building faeade have proposed foundation plantings to meet this requirement. Pursuant to CDC Section 3- 1202.E.1, ten percent of the vehicular use area must contain landscape islands a minimum of 150 square feet in size. Eight interior landscape islands have been proposed equating to 5.5 percent of the vehicular use area. Five of. the seven proposed landscape islands are very generous in size ranging from 280 square feet to 6,70 square feet in size. The request does include a reduction to the interior landscape requirement from 10 percent to 5.5 percent. Based on the generous size of the proposed islands which will accommodate mature large canopy shade trees the applicant has requested relief from this requirement. As in the buffers the applicant has proposed additional trees and shrubs elsewhere on site. Comprehensive Landscape Program: Pursuant to CDC Section 3- 1202.G, 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 — November 17, 2009 FLD2009 -09033 — Page 5 of 10 Code Enforcement Analysis: There are no outstanding Code Enforcement issues COMPLIANCE WITH STANDARDS AND CRITERIA: The following table depicts the consistency of the development proposal with the standards as per CDC Tables 2- 501.1, 2 -701.1 and 2 -504: Consistent Inconsistent 1. Architectural theme: Inconsistent Density 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 24 /dua (CG) on the parcel proposed for development; or b. The design, character, location and/or materials of the landscape treatment X 0.55 proposed in the comprehensive landscape program shall be demonstrably more Minimum Lot Area attractive than landscaping otherwise permitted on the parcel proposed for 140,075 sq. ft. X development under the minimum landscape standards. Minimum Lot Width 150 feet 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 Barry Street: 627 feet closed. Minimum Setbacks 3. Community character: The landscape treatment proposed in the comprehensive X 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 West: 289.3 feet (to porte - cochere) 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 Side: 0 — 10 feet corridor plan which the City of Clearwater has prepared and adopted for the area in X which the parcel proposed for development is located. 8.3 feet (to pavement Code Enforcement Analysis: There are no outstanding Code Enforcement issues COMPLIANCE WITH STANDARDS AND CRITERIA: The following table depicts the consistency of the development proposal with the standards as per CDC Tables 2- 501.1, 2 -701.1 and 2 -504: I See analysis in Staff Report Community Development Board — November 17, 2009 FLD2009 -09033 — Page 6 of 10 Standard Proposed Consistent Inconsistent Density 30 /dua (RH) and 85 dwelling units X 24 /dua (CG) Maximum ISR 0.85 0.55 X Minimum Lot Area 15,000 sq. ft. 140,075 sq. ft. X Minimum Lot Width 150 feet Highland Avenue: 166 feet X Barry Street: 627 feet Minimum Setbacks Front: 15 — 25 feet North: 26 feet (to building) X 17.5 feet (to pavement) West: 289.3 feet (to porte - cochere) 29.2 feet (to pavement) Side: 0 — 10 feet South: 22.8 feet (to building) X 8.3 feet (to pavement East: 24.7 feet (to building) 16 feet (to Pavement) 41.6 feet (to building) 5 feet (to pavement) West: 30.3 feet (to building) 4 feet (to pavement) Rear: 10 —15 feet South: 134.1 feet (to building) 5 feet (to pavement) X1 22 feet (to pavement) Maximum Height 30 — 100 feet 49 feet (to midpoint of roof) X Minimum 2.0 spaces per unit L I0 spaces per unit X' Off - Street Parking (170 parking spaces) (94 parking spaces) I See analysis in Staff Report Community Development Board — November 17, 2009 FLD2009 -09033 — Page 6 of 10 COMPLIANCE WITH FLEXIBILITY CRITERIA: The following table depicts the consistency of the development proposal with the Flexibility criteria as per CDC Section 2 -5041 (Residential Infill Project): Consistent I Inconsistent 1. The development or redevelopment of the parcel proposed for development is X otherwise impractical without deviations from one or more of the following: intensity or other development standards. 2. The development of the parcel proposed for development as a residential infill X project will not materially reduce the fair market value of abutting properties. 3. The uses within the residential infill project are otherwise permitted in the district. X 4. The uses within the residential infill project are compatible with adjacent land uses. X 5. The development of the parcel proposed for development as a residential infill X project will upgrade the immediate vicinity of the parcel proposed for development. 6. The design of the proposed residential infill project creates a form and function X , which enhances the community character of the immediate vicinity of the parcel proposed for development and the City of Clearwater as a whole. 7. Flexibility in regard to lot width, required setbacks, height, off - street parking, access X or other development standards are justified by the benefits to community character and the immediate vicinity of the parcel proposed for development and the City of Clearwater as a whole. Community Development Board — November 17, 2009 FLD2009 -09033 — Page 7 of 10 COMPLIANCE WITH FLEXIBILITY CRITERIA: The following table depicts the consistency of the development proposal with the Flexibility criteria as per CDC Section 2- 704.C. (Comprehensive Infill Redevelopment Project): Consistent I Inconsistent 1. The development or redevelopment is otherwise impractical without deviations from X the use and /or development standards set forth in this zoning district. 2. The development or redevelopment will be consistent with the goals and policies of X the Comprehensive Plan, as well as with the general purpose, intent and basic planning objectives of this Code, and with the intent and purpose of this zoning district. 3. The development or redevelopment will not impede the normal and orderly X development and improvement of surrounding properties. 4. Adjoining properties will not suffer substantial detriment as a result of the proposed X development 5. The proposed use shall otherwise be permitted by the underlying future land use X category, be compatible with adjacent land uses, will not substantially alter the essential use characteristics of the neighborhood; and shall demonstrate compliance with one or more of the following objectives: a. The proposed use is permitted in this zoning district as a minimum standard, flexible standard or flexible development use; b. The proposed use would be a significant economic contributor to the City's economic base by diversifying the local economy or by creating jobs; c. The development proposal accommodates the expansion or redevelopment of an existing economic contributor; d. The proposed use provides for the provision of affordable housing; e. The proposed use provides for development or redevelopment in an area that is characterized by other similar development and where a land use plan amendment and rezoning would result in a spot land use or zoning designation; or f The proposed use provides for the development of a new and /or preservation of a working waterfront use. 6. Flexibility with regard to use, lot width, required setbacks, height and off - street X parking are justified based on demonstrated compliance with all of the following design objectives: a. The proposed development will not impede the normal and orderly development and improvement of the surrounding properties for uses permitted in this zoning district; b. The proposed development complies with applicable design guidelines adopted by the City; c. The design, scale and intensity of the proposed development supports the established or emerging character of an area; d. In order to form a cohesive, visually interesting and attractive appearance, the proposed development incorporates a substantial number of the following design elements: ❑ Changes in horizontal building planes; • Use of architectural details such as columns, cornices, stringcourses, pilasters, porticos, balconies, railings, awnings, etc.; • Variety in materials, colors and textures; ❑ Distinctive fenestration patterns; ❑ Building stepbacks; and ❑ Distinctive roofs forms. e. The proposed development provides for appropriate buffers, enhanced landscape design and appropriate distances between buildings. Community Development Board — November 17, 2009 FLD2009 -09033 — Page 8 of 10 COMPLIANCE WITH GENERAL STANDARDS FOR LEVEL TWO APPROVALS: The following table depicts the consistency of the overnight accommodation use with the General Standards for Level Two Approvals as per CDC Section 3 -913: Consistent I Inconsistent 1. The proposed development of the land will be in harmony with the scale, bulk, X coverage, density and character of adjacent properties in which it is located. 2. The proposed development will not hinder or discourage development and use of X adjacent land and buildings or significantly impair the value thereof. 3. The proposed development will not adversely affect the health or safety of persons X residing or working in the neighborhood. 4. The proposed development is designed to minimize traffic congestion. X 5. The proposed development is consistent with the community character of the X immediate vicinity. 6. The design of the proposed development minimizes adverse effects, including X visual, acoustic and olfactory and hours of o eration impacts on adjacent properties. SUMMARY AND RECOMMENDATION: The Development Review Committee (DRC) reviewed the application and supporting materials at its meeting of October 1, 2009, and deemed the development proposal to be legally sufficient to move forward to the Community Development Board (CDB), based upon the following findings of fact and conclusions of law: Findings of Fact: The Planning Department, having reviewed all evidence submitted by the applicant and requirements of the Community Development Code, finds that there is substantial competent evidence to support the following findings of fact: 1. The 3.22 acre site is located at the northeast corner of Highland Avenue and Barry Street; 2. That the subject property is located within the High Density Residential (HDR) District and the Residential High (RE) Future Land Use Plan category; 3. That the subject property is located within the Commercial (C) District and the Commercial General (CG) Future Land Use Plan category; 4. The property was previously used as a bowling alley and is now vacant; 5. The applicant, Pine Berry Senior Limited Partnership, proposes to redevelop the subject property with 85 attached dwelling units; 6. The structure is proposed at a height of 49 feet to midpoint of the roof, 7. The proposal includes a reduction to the rear (south) setback from 15 feet to five feet; 8. The proposal includes a reduction to the interior landscape requirement from 10 percent of vehicular use area to 5.5 percent of vehicular use area; 9. The proposal includes reductions to the landscape buffer on the side (east) from 10 feet to five feet, the side (west) from 10 feet to four feet and the rear (south) from 10 feet to five feet; 10. The submitted Parking Demand Study demonstrates the requested parking space reduction from 170 spaces to 91 spaces is adequate; and 11. There are no outstanding Code Enforcement issues associated with the subject property. Community Development Board — November 17, 2009 FLD2009 -09033 — Page 9 of 10 Conclusions of Law: The Planning Department, having made the above findings of fact, reaches the following conclusions of law: 1. That the development proposal is consistent with the Standards as per Tables 2 -501.1 and 2- 701.1 of the Community Development Code; 2. That the development proposal is consistent with the Flexibility criteria as per Section 2- 504.F and 2 -704.0 of the Community Development Code; 3. That the development proposal is consistent with the General Standards for Level Two Approvals as per Section 3 -913 of the Community Development Code; and 4. The development proposal is consistent with the Flexibility criteria as per Section 3- 1202.G of Community Development Code. Based upon the above, the Planning Department recommends APPROVAL of the Flexible Development application to permit attached dwellings in the High Density Residential (HDR) District and Commercial (C) District with a lot area of 140,075 square feet, a lot width of 166 feet (along Highland Avenue) and 627 feet (along Barry Street), a front (west) setback of 289.3.. ; feet (to porte - cochere) and 29.2 feet (to pavement), a front (north) setback of 26 feet (to building) and 17.5 feet (to pavement), a side (south) setback of 22.8 feet (to building) and 8.3 feet (to pavement), a side (west) setback of 30.3 feet (to building), a rear (south) setback of 134.1 feet (to building), a side (east) setback'of 24.7 feet (to building) and 16 feet (to pavement), a rear (south) setback of five feet (to pavement), a side (west) setback of four feet (to pavement), a rear (south) setback of 22 feet (to pavement). and a side (east) setback of 41.6 feet (to building) and five feet (to pavement), a building height of 49 feet (to midpoint of roof) and 91 parking spaces under the provisions of Community Development Code Sections 2 -5041 and 2 -704.0 as a residential infill project and comprehensive infill redevelopment project respectively and; a reduction to interior I andscape requirements from 10 percent to 5.5 percent, a reduction to the side (east) landscape buffer from 10 feet to five feet, a reduction to the side (west) landscape buffer from 10 feet to four feet and a reduction to the rear (south) landscape buffer from 10-feet to five feet as a Comprehensive Landscape Program under the provisions of Community Development Code , Section 3- 1202.G, with the following conditions:, . Conditions of Approval: 1. That prior to the issuance of any permit, a Declaration of Unity of Title combining parcels 23- 29 -15- 29034 - 000 -0060 and 23- 29 -15- 00000 -210 -0310 be recorded in the public records and a copy of said recorded document be provided to the Planning and Development Department; 2. That a six foot, PVC vinyl fence be installed on the east side of the property; 3. That, prior to the Certificate of Occupancy, all utility and communication lines be placed underground and electric panels and boxes be painted the same color as the building; 4. That any applicable Public Art and Design Impact Fee be paid prior to the issuance of any permits; 5. That all Parks and Recreation fees be paid prior to the issuance of any permits; 6. That any future freestanding sign be a monument -style sign a maximum of six feet in height; and 7. The final design and color of the building be consistent with t4 plan�j s pro e y the CDB. Prepared b Planning and Development Department Staff. C/ A. Scott Kurleman, Planner III ATTACHMENTS: Location Map; Aerial Map; Zoning Map; Existing Surrounding Uses Map; and Photographs of Site and Vicinity Community Development Board — November 17, 2009 FLD2009 -09033 — Page 10 of 10 Resume A. Scott Kurleman 100 South Myrtle Avenue Clearwater, FL 33756 727 - 562 -4553 scott.kurlemanna myclearwater.com PROFESSIONAL EXPERIENCE Planner III Planner II August 2008 to present June 2005 to August 2008 Regulate growth and development of the City in accordance with land resource ordinances and regulations related to community development. Landscape plan review including: conceptual, variance, and conditional use. Reviews and analyzes site plans and conducts field studies to determine the integrity of development plans and their compatibility with surroundings. Interdepartmental and zoning assistance. Respond as a City representative to citizens, City officials, and businesses concerning ordinances and regulations. Make recommendations and presentations at staff level at various review committees, boards, and meetings. • Land Resource Specialist City of Clearwater June 1996 to June 2005 Coordinates with City Legal Department to initiate legal proceedings for non - compliance with City land resource regulations. Landscape re- inspection program. Plans and directs program to ensure that plant material installed per the approved landscape plan remains in a healthy growing condition in perpetuity and restores deficient landscaped with new plant material. Certificate of Occupancy Inspection. Perform inspections with contractors, owners, and City departments to monitor the installation of required landscape material per an approved site plan. Process tree permits ensuring that regulations governing the removal criteria are followed. Provide technical tree evaluations for structural defects, hazards, proper pruning, and identification for trees on public and private properties. • Account Manager Cherry Lake Farms, IMG Enterprise, Inc. 1993-1996 Groveland, FL Supervised and managed existing territory accounts, while handling a strategic marketing plan. Planned and directed in -field inspection program for landscape architects, municipalities and private corporations. Prepared technical training modules for corporate employees and customers regarding arboricultural techniques related to trees. • Licensed Marketing Representative Allstate Insurance Company 1991-1993 Clearwater, FL Field inspections of insured structures. Policy service and account maintenance. • Store Manager William Natorp company, Inc. 1983-1991 Cincinnati, OH Managed a team of 20 sales people and sales associates in a landscape center. Responsible for teams of employees including but not limited to payroll, budgeting, sales, store and equipment maintenance, workplace safety, and advertising. Managed outdoor staff, merchandised and cared for all outdoor products. Responsible for all indoor staff and horticultural products. EDUCATION GRADUATE — Certificate: Community Development, UNIVERSITY OF SOUTH FLORIDA, TAMPA, FLORIDA. Currently pursuing. BS in Sustainability Management, ST. PETERSBURG COLLEGE, FLORIDA. Currently pursuing. BA in Business Administration, ST. LEO UNIVERSITY, ST. LEO, FLORIDA. Graduated July, 2002 Cum Laude. Major: Management AA in Business Administration, ST. PETERSBURG COLLEGE, FLORIDA. Graduated 1998. Major: Management. AS in Ornamental Horticulture, OHIO STATE UNIVERSITY, WOOSTER, Graduated 1984 Cum Laude. Major: Horticulture Technology with emphasis in Arboriculture. ISA, International Society of Arboriculture, Certified Arborist, FL -0414. Clearwater September 11, 2009 Gulf Coast Consulting 13825 Icot Blvd Suite 605 Clearwater, F133760 CITY OF CLE1_RWATER PLANNING DEPARTMENT MUNICIPAL SERVICES BUILDING 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE: (727) 562 -4567 FAX: (727) 562 -4576 W W W.MYCLEARWATER. COM VIA FAX: 727 -524 -6090 RE: FLD2009 -09033 -- 1225 S HIGHLAND AVE -- Letter of Completeness. . I . Dear Gulf Coast Consulting: The Planning Staff has entered your application into the Department's filing system and assigned the case number: FLD2009- 09033. 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., sufficieincy_on- October . 01, 2009, in the Planning Department conference room - Room 216 - on the second floor of the . Municipal Services Building. The building is located at 100 South Myrtle•Avenue in- downtown Clearwater. You will be contacted by the Planning Department's Administrative Analyst within one week prior to the meeting date for the approximate time that your case will..be reviewed. You or your representative (as applicable) must be present to answer any questions that the DRC may have regarding your application. Additional comments may be generated by the DRC at the time of the meeting. If you have any questions, please do not hesitate to contact me at 562 -4553 or Scott.Kurleman@myclearwater.com. Sincerely yours, Ic A. Scott Kurleman Planner III Letter of Completeness - FLD2009 -09033 - 1225 S HIGHLAND AVE Clearwater 0����� September 04, 2009 Gulf Coast Consulting 13825 Icot Blvd Suite 605 Clearwater, F133760 CITY OF CLE ....RWATER PLANNING DEPARTMENT MUNICIPAL SERVICES BUILDING 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE: (727) 562 -4567 FAX: (727) 562 -4576 W W W.MYCLEARWATER. COM VIA FAX: 727 -524 -6090 RE: FLD2009 -09033 -- 1225 S HIGHLAND AVE -- Letter of Incompleteness Dear Gulf Coast Consulting: The Planning Staff has entered your application into the Department's filing system and assigned the case number: FLD2009- 09033. After a preliminary review of the submitted documents, staff has determined that the application is Incomplete with the following comments. 1. Provide a Comprehensive Landscape Program Application. It appears foundation landscape, interior landscape and buffer landscape are going to have to request flexibility. See CDC Section 3 -1202. 2. Landscape plan - Show elevations in retention and swale areas. 3. Show solid waste area, recycling area and mechanical equipment locations on site plan. 4. Dimension setbacks to pavement on all "east" and all "south" property lines. Section 4 -202 of the Community Development Code states that if an application is deemed incomplete, the deficiencies of the application shall be specified by Staff. No further development review action shall be taken until the deficiencies are corrected and the application is deemed complete. Please resubmit by Thursday, September 10, 2009 at NOON. If you have any questions, please do not hesitate to contact me at 562 -4553 or Scott.Kurleman@myclearwater.com. Sincerely yours, A. Scott Kurleman Planner III Letter oflncompleteness - FLD2009 -09033 - 1225 S HIGHLAND AVE .f .? SGM ENGINEERING, INC. MEP CONSULTING ENGINEERS August 31, 2009 Clearwater Fire & Rescue 610 Franklin Street Clearwater, Florida 33756 935 Lake Baldwin Lane Orlando, FL 32814 Tel: 407 - 767 -5188 Fax: 407-767-5772 www.sgmengineering.com Re: Fire Flow & Hydrant Worksheet — Pine Berry Apartments This report has been prepared as requested by the Authority Having Jurisdiction for the City of Clearwater, Florida. The information contained in following report was assembled based on flow test information provided by the City of Clearwater Water Department. The location of the fire flow test hydrant was also provided by the City of Clearwater Water Department.. Distance of the test gauges relative to the base of the building riser is approximate. Please contact our office with any questions or concerns. Sincerely, SGM EN NEERING, INC. Jo . Lizasoain, P.E., CxA Mechanical Department Manager i1 Cti p,u, s U. _ Clearwater Fire & Rescue 0 610 Franklin Street — Clearwater, Florida 33756 ' Ckamater t Public Works Administration — Engineering Department U 100 S. Myrtle Avenue, Suite 200 - Clearwater, Florida 33756 FIRE FLOW & HYDRANT WORKSHEET (Revised 03/29/2006) This worksheet is required to be submitted to and approved by the Authority Having Jurisdiction (AHJ) prior to DRC meeting for any project that is more than 3 stories or more than 30 feet in height above the lowest Fire Dept vehicle access point or for any other project that will require an Automatic Wet Standpipe System and /or Fire Pump before any permits for new building construction, building expansion or fire hydrants will be issued by the City of Clearwater. Information and design must comply with Rorida Building Code, Chapter 9 - Fire Protection Systems, Florida Fire Prevention Code to include applicable NFPA Code (NFPA 1, 13, 13D, 13E, 13R, 14, 15, 20, 291 and 1142 Annex H) and AWWA M -17 - Installation, Field Testing and Maintenance of Fire Hydrants. PROJECT INFORMATION Project Name: Pine Berry Apartments Project Address: 1225 South Highland Ave. GENERAL WATER SYSTEM INFORMATION Location of Nearest Fire Hydrant Corner of S. Highland and Barry Hydrant# 04 Size of Water Main Supplying Fire Row: 6" Looped System or Dead End Water Main? Looped Static: 79 psi Residual: 70 psi Pilot: 53 psi Flow:1220 gpm Distance of Test Gauges Relative to the Base of the Riser: Horizontal 1260 Ft. Vertical Elevation 3 Ft. Hydrant Test Conducted by: City of Clearwater Water Department (see attached) (Include /Attach Copy of Actual Test Sheet) NFPA HAZARD CLASSIFICATION Area # Classificadon Description of Hazard Protected (CoimiodityDescription, Storage Height andArrargement, if applicable): Living Units Light Hazard Residential Commodities Mech. Rooms Ord. Haz. Gr.l General Mech. equipment storage Elec. Rooms Ord. Haz. Gr.l General Electrical Telecom Rooms Ord. Haz. Gr.l General Telecom eau Tenent Storage Ord. Haz. Gr.l Residential storage Attac h A dditio nal Sheets if Necessary Page 1 of 3 iioment f DESIGN PARAM ETERS Area # System Type Light Haz. Wet Ord. Haz. Wet Attac h A dditio nal She ets if Necess ary Area (sq. ft.) Density (gprrlft) Inside Hose (gpm) 1500 sq ft .10 gpm /ftA2 50 GPM 1500 sq ft .15 gpm /ftA2 100 GPM Outside Hose (gprr) 50 GPM 150 GPM Total Needed Fire Row (N.F.F.) 1000 GPM max. Is Existing System Supply Suffident to Meet N.F.F. Above? No X Yes CODES AND STANDARDS System Corrponent Applicable NFPA Standard /Year Edition and OtherApplicable Codes or Statutes Sprinkler System NFPA 13 and 13R / 2002 edition Fire Pump NFPA 20 / 2002 edition Standpipe System NFPA 14 / 2002 edition Underground Piping NFPA 24 / 2002 edition Attach Additional Sheets if Necessary If Project Includes Fire Pump, Supplythe Following: Fire Pump Information: Pump Capacity: 1000 gpm Chum Pressure: 164 psi Rated Pressure: 75 psi Pressure @ 150% Row: 62 psi On -Site Storage Tank Capacity(?): N/A Preparer Name: Jose R. Lizasoain, P.E. Company Name: SGM Engineering, Inc. Mailing Address: 935 Lk. Baldwin Lane `°���5. G E IVs •.- 4, F .y City: Orlando 5 State: Florida Zip: 32814 7ose`r,ft. tii �ba P: FlDnda�P.�'.iiO4 '.' Phone: 407 - 767 -5188 Fax: 407 - 767 -5772 rr. :x '•., ,.• E. Seal {�,: F -!'� •-� q Page 2 of 3 ADDITIONAL INFORMATION REQUIRED Fire Prevention Items to be Addressed Prior to DRC Approval: 1. 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 /orf ire 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, NFPA 14, NFPA 20, NFPA 291, and NFPA 1142 (Annex H) is required. 2. When an FDC is required, i shall be a minimum of 15 feetfrom building and shall have a fire hydrant within 40 feet. This hydrant shall not be located on the same main as the Fire Sprinkler and must be on the supply side of a double detector check valve. This hydrant is in addiion to the hydrant that is required forfirefighting purposes that is to be within 300 feet of building, as the hose lays, and on the same side of the street as the project. 3. Provide and show on the plan a minimum 30 -f oot turning radius for emergency vehicle ingress and egress at all entrances and exits. 4. Prov ide and show on the site plan 24 feet of width at driveway s / drive aisles for emergency v ehicle ingress and egress for front and rear parking lots. Where driveway s are split by an island with one -way traffic, each side of the island shall prov ide and show on the site plan 20feet of width at the driveways on each side of the island. 5. Prov ide a Fire Department access roadway (with turn - around, Y, T or cul- de-sac) in accordance with NFPA 1. A Fire Department access roadway must have 24 -f oot clear width and 14 -f oot veftical clearance, and be capable of supporting the weight of Fire Department vehicles (80,000lbs} ' * ;' 9 Page of 3 4 Z �7 0$/31/2009 09:06 72756249x" PUBLIC UTILITIE'- ui%wai vy at%wi FAX MESSAGE CITY OF Ct.EARWATER I PUBLIC UTILITIE 1660 -C ARCTURAS AVE. N. CLEARWATER, FL. 33766 PHONE (727) 6624960 FAX (727) 6624963 T0: & c} i t- f-. ASf .r iaSu(ft (lc Zjtp LOCATION: [ 3 �, _ I COT' FAX NUMBER :-_'7a-7 - -2L1- 1.o9 n FROM: DATE: 4 Qi _ TIME: REMARKS:. t. I© L.J. I-EST` NUMBER OF PAGES (INCLUDING THIS COVER PAGE) PAGE 01 <�1004 74900, 9e 08/31/2009 09:06 7275524 ° - -' PUBLIC UTILITIF- PAGE 04 FLOW TEST CI'T'Y OF CLEARWATER WATER DEPARTMENT LOCATION l aC �� Sr f I / L4 A)-b A VK- DATE Ott TEST klSTATIC: PSI 307 - A 1.J + � IRESIDUALZO....PSI 3 O -A 140 . O� 1p,ToT PSI % 6-3 Psi S? =FLOW ` OZ 4 GPM 30'7-4 0 oM - Fm—DRANT.0 GRID # 307 -A MISC: 1,. OEF� FT /C /F-AJ -t .. CUSTOMER REQUESTING TEST `j 0 �r !y, Gulf Coast Consulting, Inc. Land Development Consulting • Engineering • Planning • Transportation • Permitting ICOT Center 13825 ICOT Boulevard, Suite 605 Clearwater, FL 33760 Phone: (727) 524 -1818 Fax: (727) 524 -6090 October 16, 2009 Mr. Robert Tefft, Planning Manager City of Clearwater Planning Department 100 S. Myrtle Avenue, 2nd Floor Clearwater, Florida 33756 o IE L001[Ea OCT 1 6 2009 DEVELOPMENT SERVICES DEPT CITY OF CLEARWi F"? RE: Pine Berry Apartments — Case Number: FLD2009 -09033 —1225 S Highland Ave Dear. Mr. Tefft, In response to the DRC Meeting Sufficiency Determination comments dated October 1, 2009 please find the following responses along with 15 sets of revised Site Plans and Landscape Plans, 3 copies of the Stormwater Drainage Design Report Addendum and requested documents. Please contact us immediately if you do not find this information. General Engineering: Prior to review by the Community Development Board: Comment: 1. Turning radii at all driveways shall be a minimum of 30 feet per City of Clearwater Contract Specifications and Standards index #108. Response: 1. Per the DRC meeting discussions, radii have been revised to 30' with the exception of the eastern property radius and the northern drive of the T -turn radius. It has been demonstrated that a 48' long fire truck can maneuver the areas of exception without issue, per Mr. James Keller's request. Please see the truck turn path plan, sheet 4 and the horizontal control plan, sheet 5. R Tefft Pine Berry Sr Apartments 10/16/2009 Page 2 of 23 Comment: o TTTa�� OCTI A 6 2009 DEVELOPMENT SERVICES DEPT CITY OF CLEARWATER 2. Driveway apron on Barry St, shall not extend beyond extended side property line(s) per City of Clearwater Contract Specifications and Standards Index #103, page 212. Response: 2. The driveway apron no longer extends beyond the extension of the side property line (eastern). Comment: 3. Describe how the 8 -inch VCP sanitary sewer line passing through the southeasterly portion of the site will be protected from damage during the construction process. Response: 3. Per the DRC meeting discussions, it was agreed that the on -site portion of the existing 8 "inch VCP sanitary line would be replaced with an 8" PVC sanitary line at the developer's expense. Please see the site development plan, sheet 7. Comment: 4. Building is proposed to be constructed over existing 6 -inch water main that is not shown on the plans. This main will need to be relocated or modified in a fashion that will maintain what is presently a "looped" system. Describe how this will be accomplished. Response: 4. The plans now show the existing 6" water main which was previously not shown on the plans; the proposed building was shown on top of the existing 6" water main's location. The plans have been revised to route the existing system from the south tie -in point, south of the proposed building, around the eastern side of the proposed building and to tie -in to the southern side of Barry Street at the north side of the proposed building. This will allow for a continuation of the existing looped system and eliminate any dead ends other than the one which currently exists as a 4" line serving the property to the west — this is an existing condition. This will also serve our client well as eliminate a directional bore under Barry Street as previously shown/designed. Mr. Steve Doherty, present at the DRC meeting, mentioned this would serve the city's needs as well. We will be providing the city with an easement as requested. Please see the site development plan, sheet 7. R Tefft Pine Berry Sr Apartments 10/16/2009 Page 3 of 23 Prior to the issuance of a Building Permit: Comment: OCT- t 6 2009 DEVELOPMENT SERVICES DEPT CITY OF CLEARWATER 1. Add City of Clearwater Contract Specifications and Standards Index #402, page 2 of 5, Water Valve Box Concrete Pad to detail sheet(s). Response: 1. The City of Clearwater Contract Specifications and Standards Index #402, page 2 of 5, Water Valve Box Concrete Pad has been added to detail sheet 13. Comment: 2. Add City of Clearwater Contract Specifications and Standards Index 4701, page 1 of 3, Dumpster Enclosure to detail sheet(s). Response: 2. On this project, the client has requested that the dumpster be kept inside the proposed building with the exception of normally scheduled pick -up times at which it would be wheeled to the designated location. In regard to that we have not shown the requested detail on the detail sheets. Please see the horizontal control plan, sheet 5. Comment: 3. Show on the utility plan separate taps on the City water main for fire and domestic water supplies. Response: 3. The design has been revised to show separate taps for fire and domestic water mains. Please see the site development plan, sheet 7. Comment: 4. A double check valve assembly (DCVA) backflow prevention assembly with bypass meter shall be required for any internal fire protection line. City of Clearwater Contract Specifications and Standards, Article IV, Water, Sec. 41.2.8(1). Show this device on the utility plan Response: R TeM O �" Pine Berry Sr Apartments 10/16/2009 OCT 16 2009 Page 4 of 23 IM IL DEVELOPMENT SERVICES DEPT 4. The water line design has been revised and now sho4 a 96fibl'9FcRi#JEF assembly (DCVA) backflow prevention assembly with bypass meter. Please see the site development plan, sheet 7. Comment: 5. The City of Clearwater will provide water tap, (Clearwater Code of Ordinances Section 32.095), set the water meter (Clearwater Code of Ordinances Section 32.096) and set B.F.P.D.s (back flow preventer devices). The applicant is responsible for the water main extension from the tap to the device. Applicant is also responsible for all associated fees and all other installation fees. Response: 5. Please note that the water main design has been revised due to the relocation of the existing 6" water main which was previously located under the proposed building (please see comment 4 from general engineering). Because of this, the connections, which are now on the south side of Barry Street have also changed. We have revised the plans in accordance to what the city is requiring. Please see the site development plan, sheet 7. Comment: _J 6. Applicant shall bring all substandard sidewalks and sidewalk ramps adjacent to or a part of the project up to standard, including A.D.A. (Truncated domes per D.O.T. Index #304.) Response: 6. All sidewalks and sidewalk ramps adjacent to or a part of the project are proposed to be brought up to standard with truncated domes per FDOT index #304. Please see the site development plan, sheets 6 & 7. Comment: 7. All sanitary sewer manhole covers proposed on private property shall not have the words, "City of Clearwater" cast into them. Response: 7. No sanitary sewer manhole covers which are proposed on private property shall have the words "City of Clearwater" cast into them. A note ( #10) has been added to the site development plan on sheet 6, as well as a reference to the note on the Sanitary Structure Chart. R Tefft Pine Berry Sr Apartments 1.0/16/2009 Page 5 of 23 Comment: 8. Show on the utility plan gate valves to be installed near fire hydrant assemblies where ever fire hydrant leads are greater than 10 -feet in length and indicate ductile iron pipe will be utilitized for fire hydrant leads over 10- feet in length. Response: 8. Gate valves have been added to both proposed fire hydrants and the proposed fire hydrant located at the northeast portion of the project has DIP specified. Comment: 9. If food service is to be provided from a central kitchen or if food preparation is proposed in the clubhouse, show on the plans the location of grease trap(s). Response: 9. Not applicable. Comment: 10. Applicant shall show on the plan the proposed chlorination taps and water sampling points. Response: 10. There are two (2) chlorination taps proposed; one (1) at the north proposed/existing 6" water main tie -in point and one (1) at the south proposed/existing 6" water main tie -in point. There are two (2) sampling points proposed; one (1) at the east side of the proposed building on the approximate middle -point of the proposed 6" water main and one (1) at the northeast corner of the proposed building on the 2" potable water line stub. Prior to the issuance of a Certificate of Occupancy: Comment: 1. Applicant shall submit 5 sets of as -built drawings that are signed and sealed by a State of Florida Registered Professional Engineer. The Construction Services Inspector will field inspect as -built drawings for accuracy. Response: R Tefft Pine Berry Sr Apartments 10/16/2009 Page 6 of 23 1. Acknowledged Comment: oULS OCT J 6 2009 1 L DEVELOPMENT SERVICES DEPT CITY OF CLEARWATER 2. Owner shall deed to the City of Clearwater a sanitary sewer easement over the existing 8 -inch VCP sanitary sewer main located on the southeast portion of the applicant's property. Response: 2. Please note we are proposing to replace the existing 8" VCP sanitary sewer main with an 8" PVC sanitary sewer main, at the developer's expense, for the on -site portion of the pipe — per the DRC meeting discussions. We have shown a 10' sanitary sewer easement over what is proposed to be an 8" PVC sanitary sewer main and will deed it to the City of Clearwater. Please see the site development plan, sheet 7. Environmental: Prior to issuance of building permit: Comment: 1. Provide a vault maintenance schedule that has been signed and accepted by the owner. Please Note: An Asbestos Survey is usually required prior to conducting any demolition or renovations. Please contact Pinellas County Air Quality (464- 4422) for further information Response: 1. A Stormwater System Operation and Maintenance Instruction schedule has been provided and has been signed and accepted by the owner. These instructions are inclusive of all onsite stormwater appurtances, including the proposed vault. Fire: Comment: R Tefft Pine Berry Sr Apartments 1.0/16/2009 Page 7 of 23 1. Sheet 7 of 16 shows the FDCEH.4 and the 2" potable w OCT.1, 6 2009 DEVELOPMENT SERVICES DEPT CITY OF CLEARWATER a er line. I fie F ire Department Connection and Fire Hydrant need to face Barry Street so access can still be made to the East side of the building with additional fire equipment. The fire line tap has no Double Detector Check Valve you will need to contact Public Utilities Director Mr. Terry Labelle to be consulted as you have created a stagnate water line by only having the one line coming across Barry Street he can be contacted at (727) 562 -4960 extension 7227 He will advise the best method for a tap and the Double Detector Check Valves Response: 1. The proposed FDC and the proposed fire hydrant have been reconfigured as requested to face Barry Street, so safe access can be made. The fire line now has a double detector check valve assembly. Please see general engineering note 4 as the water main design and configuration have been revised. Since the water main tie -ins have been moved to the south side of Barry Street, it was concluded during the DRC meeting discussions that the stagnant condition has been eliminated. Please see the site development plan, sheet 7. Comment: 2. T -turn on the east side of the building is not deep enough, the depth shall be a minimum length equal to length of longest fire apparatus 48 feet. Plan shows only 23 feet. The driveway on Barry Street has only a 15' radius, this shall be a 30' radius, The parking space at the T -turn needs to be a 30' radius and the straight curb to the south needs a 30' radius ACKNOWLEDGE PRIOR TO CDB. Response: 2. The configuration of the T -turn has been revised to accommodate a 48' fire truck. Per the DRC meeting discussions, particularly with Mr. James Keller it was agreed that the fire truck would enter the site off of Barry Street coming from the west and that the radius on the western side of the eastern driveway was more important for compliance of the 30' radius than the eastern side of the driveway. He agreed to allow a 5' radius on the eastern side of the eastern driveway as long as we could demonstrate that the fire truck could maneuver in and out of the eastern driveway. No other city staff members had objection to this design variance and we have demonstrated compliance with Mr. Keller's design requirements. In addition, as mentioned during the DRC meeting discussions, the forcing of a 30' radius on the eastern side of the eastern driveway would not allow for the current design as proposed — this is due to the fact that the site has the configuration of a "pistol" or "L" shape and everything including the proposed building would have to shift to the west by 25'. This shift would not allow for a R Tefft Pine Berry Sr Apartments 10/1.6/2009 Page 8 of 23 OCT I. 6 2009 CITY OF CL design with the proper amount of parking spaces, treatment pond etc. and would in essence cause a domino effect which would make construction on the site not feasible. Staff members agreed to allow the current configuration. Please see the overall & truck path plan, sheet 4 and the horizontal control plan, sheet 5. Comment: 3. Plans shows (C -900) (SDR -18) Fire Line is tested at 200 P.S.I. pipe for the fire lines need to be C900 DR 14 Pressure Class 200 ACKNOWLEDGE PRIOR TO CDB. Response: 3. The fire lines have been revised to C900 DR 14 Pressure Class 200 pipe. Please see the site development plan, sheet 7. Land Resources: Comment: 1. Show all canopies of all the trees to be preserved on all of the civil plans prior to CDB. Response: 1. All the civil plan sheets now show tree canopies for the trees to be preserved. Comment: 2. Show to be removed all trees rated #2 or below prior to CDB. Response: 2. Trees rated #2 and below from Sheet TR2 have been shown for removal on the civil plans. Comment: 3. Revise the grades and wall south of tree #75. It appears that the existing grades can be maintained without providing a retaining wall. Revise prior to CDB. R Tefft Pine Berry Sr Apartments 10/16/2009 Page 9 of 23 Response: OCT i 6 2009 DEVELOPMENT SERVICES DEPT CITY OF CLEARWATER 3. Grading plans have been revised to reduce the length of the retaining wall and provide more area of existing grades around tree #75 (per Sheet TR1). Comment: 4. Provide a Tree Preservation Plan prepared by a certified arborist, consulting arborist, landscape architect or other specialist in the field of arboriculture. This plan must show how the proposed building, parking, stormwater and utilities impact the critical root zones (drip lines) of trees to be preserved and how you propose to address these impacts i.e.; crown elevating, root pruning and /or root aeration systems. Other data required on this plan must show the trees canopy line, actual tree barricade limits (213 of the drip line and /or in the root prune lines if required), and the tree barricade detail. And any other pertinent information relating to tree preservation. Provide prior to building permit. Response: 4. A Tree Preservation Plan, as. prepared by the Project Landscape Architect / Certified Arborist will be provided prior to building permitting. The plan will include all applicable information as requested in the comment ( #4) above. Landscaping: Comment: 1. See zoning comments. Response: 1. Acknowledged. Parks and Recreation: Comment: 1. Site data table needs to be corrected to add the square footage of the building footprint of the existing building and the proposed building, as well as show the previous use and proposed use and number of units. Open space /recreation impact fees are due prior to issuance of building permits or R Tefft Pine Berry Sr Apartments 10/16/2009 Page 10 of 23 III �IU OCT 1 61009 CITY OF CLEARWATER final plat (if applicable) whichever occurs first. ese ees could be substantial and it is recommended that you contact Debbie Reid at 727 -562- 4818 to calculate the assessment. Response: 1. The site data table has been revised and reflects the following corrections: The square footage of the building footprint of the existing building and the proposed building, as well as show the previous use and proposed use and number of units. It is acknowledged that the open space /recreation impact fees are due prior to issuance of building permits or final plat (if applicable) whichever occurs first and that these fees could be substantial. It is also acknowledged that it is recommended that we contact Debbie Reid at 727 -562 -4818 to calculate the assessment. Comment: 2. The Public Art and Design Impact Fee is due and payable on this project prior to issuance of building permit. This fee could be substantial and it is recommended that you contact Chris Hubbard at 727 -562 -4837 to calculate the assessment. Response: 2. Acknowledged Stormwater• The following shall be addressed prior to Community Development Board: Comment: 1. Please use the pre - development calculated flow rate of Q =4.53 cfs to size the weir for the outfall (OCS -I). Response: The weir as designed in the submitted site plan and drainage report reflects a Post Q which equals 3.08 cfs at the outfall (OCS -1). The post - development rate of 3.08 cfs improves the drainage situation in the immediate area of Highland Avenue and Barry Street by restricting the flow rate to less than that of the pre - development condition rate Q which is equal to 4.53 cfs. Therefore, the weir as designed improves the downstream situation of the city's storm drainage system. R Tefft Pine Berry Sr Apartments 10/16/2009 Page 11 of 23 Comment: 2. Submit a draw down analysis demonstrating the proposed vault recovers its volume within 24 hours or less for the next storm event. Response: 2. Attached to this submittal, please find calculations demonstrating that the proposed vault's volume is recovered within 24 hours or less - thereby creating volume available in the vault for the subsequent storm event. Comment: 3. A storm tab table demonstrating that the whole system designed to function properly for the 25 -year storm event shall be included in the stormwater report. Response: 3. Attached to this submittal, please find calculations demonstrating that the whole storm system is properly designed and sized for the 25 -year storm event. Comment: 4. Provide a defined swale along the south property line where the pool located to allow positive drainage pattern in the event of the inlets get clogged. Response: 4. The site plan has been revised to provide a defined swale along the south property line where the pool is located. This will allow for a positive drainage pattern in the event of the inlets get clogged. Please see the site development plan, sheet 7. The following shall be addressed prior to issuance of building permit: Comment: 1. Submit a copy of the approved SWFWMD ERP permit. Response: 1. An approved SWFWMD ERP permit will be submitted upon receipt. R Tefft Pine Berry Sr Apartments 10/16/2009 Page 12 of 23 Comment: OCT , 6 2009 VELOPMENT SERVICES DEPT CITY OF CLEARWATER 2. A few of cross sections do not have correct label as referenced. Please revise accordingly. Response: 2. The cross sections labels have been corrected. General note: Comment: 1. DRC review is a prerequisite for Building Permit Review; additional comments may be forthcoming upon submittal of a Building Permit Application. Response: 1. Acknowledged. Comment: 2. At building permit application, applicant shall submit drainage report, soil report, and, any other drainage related document for review and record. Response: 2. Three (3) copies of the drainage report and soil report were submitted on 09/01/2009. It is acknowledged that more copies may be required for the building permit review as well as that other documents may be required. Comment: 3. Retention /detention pond must be excavated and side slopes sodded prior construction of storm drains. .On-site drainage must be channeled to retention /detention pond. Response: 3. A note to this effect has been to the plans. Please see the site plan, note 11, sheet 7. R Tefft Pine Berry Sr Apartments 10/16/2009 Page 13 of 23 Traffic Engineering: The applicant shall address the following comment prior to a Building Permit: Comment: 1. Remove truncated domes in front of accessible parking spaces. Response: 1. The truncated domes in front of the accessible parking spaces have been removed. Comment: 2. Provide on the plan a 20 -foot by 20 -foot sight triangle at the intersection of Highland Ave. and Barry Rd. per Community Development Code Sec. 3 -904 A. There shall be no structure or landscaping between 30- inches above grade and 8 -feet above grade within the sight triangle. Response: 2. Provided on the plan is a 20 -foot by 20 -foot sight triangle at.the intersection of Highland Avenue and Barry Street. It is acknowledged that there shall be no structure or landscaping between 30- inches above grade and 8 -feet above grade within the sight triangle. Also, sight triangles have been added to the Landscape Plan (Sheet LAI) to provide proper sight clearances. General Note(s): Comment: 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: 1. Acknowledged Comment: 2. DRC review is a prerequisite for' Building Permit Review; additional comments may be forthcoming upon submittal of a Building Permit Application. R Tefft Pine Berry Sr Apartments 10/16/2009 Page 14 of 23 Response: 2. Acknowledged Planning: Comment: 1. Prior to CDB. Maximum height of a fence or wall in the front setback may be three feet. However CDC Section 3- 804.A.2 permits brick or other masonry walls or walls with masonry columns linked by substantial grill work to a maximum height of six feet in a required front setback. Such walls shall be architecturally compatible with the principal structure on the property and compatible with surrounding properties. Clarify. Response: 1. The plans have been revise to indicate a 6' height aluminum picket fence with decorative columns for the perimeter of the project along the right -of -ways of Highland Av. and Barry St. The length of fencing within the area of the required sight triangle, at the intersection of the two roadways, is indicated as 30" high fencing as required Comment: 2. Prior to CDB. Pursuant to CDC Section 3- 803.C. a fence or wall which exceeds 100 feet in length in any single plane along a street right of way shall either be offset to create inset areas of at least eight feet in width and depth for landscaping treatment or non opaque openings in the walls or fences shall be provided through the use of wrought iron or similar types of wall treatment or some architectural features such as a column or other feature is used to offset the unbroken nature of the fence or wall. Revise. Response: 2. The proposed fence for the street right -of -way areas has been revised to indicate that the fencing is the open aluminum picket fence as described above. The inset areas are not required, per coordination with City staff for this type of fencing. Landscaping will also be provided along the fence to further soften the visual appearance of the fence materials. Comment: R Tefft Pine Berry Sr Apartments 10/16/2009 Page 15 of 23 OCT 1 61009 DEVELOPMENT- SERVICES DEPT CITY OF CLEARWATER 3. Prior to CDB. Pursuant to CDC Section 3- 803.D. all fences or walls located within a required setback area shall be provided with an opening or gate of sufficient width to allow access outside of the area enclosed by the fence or wall to such right of way for the purpose of facilitating the maintenance of all required landscaping and the street right of way. Revise. Response: 3. The location of the proposed fencing along the right -of -way is adjacent to an existing sidewalk and provides access to the fencing from the right of way side. Landscaping is provided along the inside of the perimeter fencing and can be accessed internally from the project. Comment: 4. Prior to CDB. Pursuant to CDC Section 3- 805.0. Chainlink fences shall not be permitted in the front yard setback area. Chainlink fences shall only be located on a parcel to the rear of the front building lime of the principal structure. Revise. Response: 4. The proposed chainlink fences have been revised and are not indicated in the front yard setback area or front building line and will be placed along the rear and side (non -right of way) perimeters of the project. Comment: 5. Prior to CDB. Pursuant to CDC Section 3- 805.C. Chainlink fences located in side or rear yard shall not exceed 48 inches or six feet if clad with green or black vinyl. If such side or rear yard is adjacent to a public right of way, however, such chainlink fences shall not be permitted. Revise. Response: 5. The proposed chainlink fences have been revised to indicate that they will be 6' high, black vinyl clad chainlink fences along the rear and side (non -right of way) project perimeters. Comment: 6. Prior to CDB. Pursuant to CDC Section 3- 804.A.4. any fence or wall that exceeds three feet in height and is located within any required structural R Tefft OC� � s 2��9 Pine Berry Sr Apartments 10/16/2009 DEVELOPMENT SERVICES DEPT Page age 1 16 of 23 CITY OF CLEARWATER setback adjacent to a public_ right of way shall provide a three feet wide landscaped strip on the street side of the fence. Revise. Response: 6. The location of the proposed aluminum picket fencing along the right -of -way is adjacent to an existing sidewalk and landscaping is provided along the inside of the perimeter fencing along the top of the proposed stormwater retention area. The stormwater area restricts the placement of the fencing 3' back from the right of way line. The placement of the fencing and provision of the landscaping along the fence has been coordinated with City staff to provide for the intent of the requirement. Comment: 7. Prior to CDB, Pursuant to CDC Section 3- 805.D. chainlink fences which are not otherwise required to be landscaped by Article 3 Division 12 shall be landscaped with a continuous hedge or anon deciduous robust growing vine at frequent intervals. Such landscaping may be located on the external or internal side if the fence along the entire length of the fence. Revise Response: 7. The Landscape Plan has been revised to provide a continuous hedge along the inside perimeter of all proposed fencing, both chainlink and decorative aluminum picket. Comment: 8. Prior to CDB. Revise. Page 8/8 of the residential infill and Comprehensive Infill application list Eugene O'Steen and Don Paxton as property owners, but only Eugene has signed the affidavit. Response: 8. Please see the Flexible Development Applications for both Comprehensive Redevelopment Infill and Residential Infill submitted September 1 2009. The two property owners signed 2 separate pages, However, both of these pages were included. I have provided you copies of both of these documents. Comment: R Tefft Pine Berry Sr Apartments 10/16/2009 Page 17 of 23 9. Prior to CDB. Clarify/Revise. Pinellas County tax records show only O & P Investments of Tampa Inc. as the owner. Who is RLI Beneficial Acquisitions LLC? Response: 9. RLI Beneficial Acquisitions LLC has already purchased the small parcel at the east boundary of the proposed site. They are under contract for the larger parcel with O & P Investments. Comment: 10. Prior to CDB. Revise. Proposed unmanned guardhouse is an accessory structure. Pursuant to CDC Section 3- 201.8.4, accessory structures must be located on the same property as the principal use and located behind the front edge of the principal structure. Response: 10: The unmanned guardhouse has been removed from the site plans. Comment: 11. Prior to CDB. Revise. Show sight triangle at the corner of Highland Avenue and Barry Street. Response: 11. A sight triangle has been added at the corner of Highland Avenue and Barry Street. Please see the horizontal control plan, sheet 5. Also, the Landscape Plans have been revised to indicate the required sight triangle at the intersection of Highland Av. and Barry St. Comment: 12. Prior to CDB. Dimension front (west) setback to porte cohere and building. Response: 12. A dimension for the front (west) setback to the porte cohere and building have been added. Please see the horizontal control plan, sheet 5. Comment: 0 �O C 1 T 1 6 2009 • `.vrmcry 1 sttiVICES DEPT — CITY OF CLEARWATER R Tefft Pine Berry Sr Apartments 10/16/2009 Page 18 of 23 13. Prior to CDB. Remove a portion of the southern reduce the setback. Response: lliocl 4 6 2009 -d DEVELOPMENT SERVICES DEPT CITY OF CLEARWATER prbTosetl poor ec to 13. A portion of the southern proposed pool deck has been removed. Please see the horizontal control plan, sheet 5. Comment: 14. Prior to CDB. Remove existing pavement on the site. Rear (south) and side (west). Response: 14. The existing pavement on the site has been removed; pavement and/or concrete which was located at the rear (south) and side (west). Please see the existing conditions & demolition plan, sheet 3 and the horizontal control plan, sheet 5. Comment: 15. Prior to CDB. Provide proposed height of decorative fence. Response: 15. A subsequent meeting to the DRC meeting was held on Wednesday, October 7, 2009. In attendance were Mr. Scott Kurleman, city planner, Mr. Patrick Roberson, Landscape Architect and Mr. David Bilyeu, Project Manager, Gulf Coast Consulting, Inc. Discussed and agreed to were a 6' high iron fence with cone columns along Highland Avenue and Barry Street and a 6' high chain link fence coated with vinyl (not slatted) along the rest of the perimeter of the property. Comment: 16. Prior to CDB. Provide a color scaled elevation of proposed decorative fence. Response: 16. Please find the attached color scaled elevation of the proposed decorative fence. Comment: 17. Prior to CDB. Pursuant to CDC 3- 1202.E.1. (10) percent of vehicle use area shall have interior landscape islands a minimum of 150 sq. ft., with eight feet R Tefft Pine Berry Sr Apartments 10/16/2009 Page 19 of 23 of greenspace from back of curb to back of curb containing one tree per 150 sq. ft. and shrubs shall cover at least 50 percent of the required greenspace. Justify why only 5 percent is being landscaped. It appears that four spaces could be added on the southwest side of the parking lot thus allowing 648 sq. ft. more of interior landscape space within proposed islands. Response: 17. A subsequent meeting to the DRC meeting was held on Wednesday, October 7, 2009. In attendance were Mr. Scott Kurleman, city planner, Mr. Patrick Roberson, landscape architect and Mr. David Bilyeu, project manager, Gulf Coast Consulting, Inc. Discussed and agreed to were the addition of three (3) parking spaces adjacent to the entrance at Highland Avenue, the removal of the unmanned guardhouse, the widening of the interior parking islands along Barry Street from 9' to 13.5', the widening of the center interior landscape island from 9' to 17' and the removal of interior landscape areas which were inside the setbacks but adjacent to the parking stalls from the area calculations. It was agreed that the remainder of the interior landscape area as shown on the horizontal plan and calculated on the cover sheet, would satisfy the city's requirement albeit below the normal threshold of 10% - the as submitted and agreed to calculated area yields 5.5% of the vehicular use area. The internal landscape islands within the parking area have been revised to provide additional internal landscape area within the proposed main vehicular use area, per coordination with City staff. Areas immediately adjacent to the vehicular use areas have been revised to also include additional landscaping. Comment: 18. Prior to CDB. Pursuant to CDC Section 3- 1202.E.2. foundation plantings shall be provided for 100 percent of a building facade 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 palm equivalents) or three palms for every 40 linear feet of building facade and one shrub for every 20 sq. ft. of required landscape area. A minimum of 50 percent of the area shall contain shrubs with the remainder to be ground cover. Justify why the 270 + feet of building facade on the Barry Street right of way is not landscaped. Response: 18. The Landscape Plan has been revised to include the required foundation landscaping for the building facade along Barry St. Comment: R Tefft Pine Berry Sr Apartments 10/16/2009 Page 20 of 23 19. Prior to CDB. Pursuant to CDC Section 3- 1202.D.1. perimeter buffers adjacent to detached dwellings (east buffer) shall be 10 feet wide with one shade tree or equivalent every 35 feet with 100 percent shrub coverage attaining six feet within three years. The current proposal shows no landscaping on the east buffer. Revise. Response: 19. The Landscape Plan has been revised to include landscaping along the eastern buffer. A continuous hedge will be provided along the buffer, with the required trees placed south of the proposed building due to utility and roadway issues along the buffer. A Comprehensive Landscape Program application has been completed to mitigate limitation of the eastern buffer. Comment: 20. Prior to CDB. Pursuant to CDC Section 3- 1202.D.1. perimeter buffers adjacent to attached dwellings shall be 10 feet wide with one shade tree or equivalent every 35 feet with 100 percent shrub coverage. Revise Response: 20. The Landscape Plan has been revised to provide complete buffers for the perimeter of project. A continuous hedge and required trees have been provided, as possible with constrains of existing and proposed utilities, existing vegetation and other site features. Understory trees have been utilized for areas under or adjacent to overhead utility lines and areas of underground utility constraints at or exceeding the required on center spacing. Comment: 21. Prior to CDB. Pursuant to CDC Section 3- 1202.D.1. perimeter buffers adjacent to arterial or collector right of ways (Highland Avenue) shall be 15 feet wide with one shade tree or equivalent every 35 feet with 100 percent shrub coverage. Revise. Response: 21. The Landscape Plan indicates a 15' wide buffer and the required hedge and trees. Understory trees have been utilized for the areas impacted by overhead utilities on the ends of the buffer. Comment: OCT 1 6 2009 DEVELOPMENT SERVICES DEPT CITY OF CLEARWATER R Tefft Pine Berry Sr Apartments 10/16/2009 Page 21 of 23 22. Prior to CDB. Pursuant to CDC Section 3- 1202.D1. perimeter buffers adjacent to local street right of ways (Barry Street) shall be 10 feet wide with one shade tree or equivalent every 35 feet with 100 percent shrub coverage. Revise. Response: 22. The Landscape Plan indicates a 10' wide buffer and the required hedge and trees. Understory trees have been utilized for the buffer due to the overhead utilities along the entirety of this buffer. Comment: 23. Prior to CDB. Revise. 60 perimeter shade trees and 12 interior shade trees or equivalents are required to meet minimum code. Response: 23. The Landscape Plan has been revised to provide additional trees at closer than required spacing, along the perimeter buffers for those areas that are constrained for tree placement due to existing or proposed utilities, existing vegetation or other site features. Also, additional trees have been proposed for the area south of the main building in the open green space area to mitigate for tree placement constraints within the buffers and vehicular areas. Comment: 24. Prior to CDB. Pursuant to CDC Section 3- 1202.91, staggered clusters of three palm trees = one shade tree, except for specimen palm trees such as: phoenix canariensis (canary island date palm), phoenix dactylifera (edible date palm), and phoenix reclinata (Senegal date palm), which count as shade trees on a 1:1 ratio. Revise. Response: 24. The Landscape Plan indicates that groups of three palm trees ( Sabal and /or Washingtonia Palms) are used for palm plantings along the building foundation and parking island adjacent to the building. Along the southwester buffer, single Sabal Palms have been added to supplement the existing Sabal Palm and create clusters of three palms to equate to one shade tree along this buffer area. Comment: OCT 16 2009 DEVELOPMENT SERVICES DEPT CITY OF CLEARWATER R Tefft Pine Berry Sr Apartments 10/16/2009 Page 22 of 23 25. Prior to CDB. Pursuant to CDC Section 3- 1202.B.1.b, shade trees shall be planted a minimum of five feet from any impervious area. Revise. Response: 25. The placement of trees has been reviewed and any areas of conflict with the minimum 5' offset spacing from impervious areas have been revised. Comment: 26. Prior to CDB. Revise. East palatka holly is susceptible to Sphaeropsis fungus. Provide another suitable tree. Response: 26. The Landscape Plan has been revised to substitute Dahoon Hollies for the previously proposed East Palatka Hollies. Comment: 27. Prior to CDB. Revise. Comprehensive Landscape Program application indicates the landscaping has been designed as a part of the architectural theme of the principal buildings proposed. Proposed landscaping fails to meet this criteria. Staff suggests meeting criteria Lb. by providing landscaping in which the design, character, location and /or materials is demonstrably more attractive than landscaping otherwise permitted on the parcel proposed for development. Response: 27. The Comprehensive Landscape Program application has been revised to provide information on the proposed landscaping meeting the applicable Lb Criteria, per the application. The revised application is attached. Comment: 28. Prior to CDB. Revise site data table to reflect permitted density of 85 not 86. Response: 28. Table has been responded p L�C�L�ObL� OCT 1`6 2009 DEVELOPMENT SERVICES DEPT C''r`j r-)F CLEARWATER R Tefft Pine Berry Sr Apartments 10/16/2009 Page 23 of 23 We hope this information is sufficient and will result in an approval for this project. Please contact me with any questions or comments. Sincerely, Gulf Coast Consulting, Inc. David L. Bilyeu, P.E. Sr. Project Manager CC w/ encls: Dusan Peric, Pine Berry Senior Limited Partnership Jim Black, Principal Architect, Forum Architecture Patrick Roberson, RLA, ISA, Roberson Resource Group Vartkes Toma, Project Engineer, GCC File 09 -014 OCT .1- 6 2009 DEVELOPMENT SERVICES DEPT G'. "'" 7F CLEARWATER BARRY STREET - CLUB 4STORYBLDG 85OR SS HOUSE e ux I rTs cm Lvd 0 R,Q w au TUSDGLA ROAD .77 Pine Berry Senior Limited Partnership PINE BERRY APARTMENTS 2206 Jo..Am Drive NO!— COLOR EXHTBrF S�taFL34231 -T AMMS Viewer Page I of 1 T" I t3 -F F -D lyO, O-WAJ T- o 1 -- IL - IIHDRJ�, ,4 11".,, r 77 L 40 LMDR -- F -T- 4 4 http://publicgis.myclearwater.com/website/eConnectGIS/NlapFrame.htm A -32M �,Tl L-01A• 9/4/2009 ' Property Appraiser General Information Pagel of 5 Interactive MaD of this Sales Back to Ouery_ New Tax Collector- Home Question!Comi»ent about this parcel Queue Results Search Page pale 23- 29 -15- 29034 - 000 -0060 Portabili y Data Current as of August 31, 2009 Calculator [11:42 am Friday September 4] Print Ownership/Mailing Address Site Address First Building) O & P INVESTMENTS OF 11225 S HIGHLAND AVE CLEARWATER 33756 TAMPA INC Sales Q tier _ 4145 HENDERSON BLVD Jump to building: TAMPA FL 33629 -5749 (1) 1225 S HIGHLAND AVE CLEARWATER 33756 Property__Use_ 3450 (Bowling Alley, Pool Hall, Enclosed Arena, Living Units: 0 Skating Rink, Gymnasium) NNW [click here to hide] Legal Description FORREST HILL ESTATES UNIT 5 PART OF LOTS 5 AND 6 AND UNPLATTED LAND LYING E'LY ALL DESC FR NW COR OF SEC RUN E 1374.07FT TH S 315.1 FT TO NW COR SD LOT 6 FOR POB TH E 627.78FT TH S 220.49FT TH W 45FT TH S 160.03FT TH.S87DW 101.15FT TH N10DW 183.81FT TH N 50.02FT TH W 450.64FT TH N 166.47FT TO POB 2009 E_ xe_mptions Homestead: No Save - Our -Homes Cap Percentage: 0.00% Nori= Homestead. l0% Cap: Yes Government: No Institutional: No Agricultural: $0 r Historic:;$0-, 2009 Parcel Information 2009 Trim Notice Most Recent Conve ance Sales Co_m _arison Census Tract , at BQo]��e 15100/1861 Sales Q tier _ 121030265006 058/034.; Year 2009 Save-Our- ...r_ Homes Cap No 2009 Value Information M. Just / arket Assessed Value/ Value SOH Cal) $825,000 $825,000 (PRELIMINARY) County School Taxable Value Taxable Value $825,000 $825,000 Municipal Taxable Value $825,000 [click here to hide] Value History Year Save - Our - Just /.Market Assessed Value/ County School Municipal Homes Cap Value SOH Cap Taxable Value Taxable Value Taxable Value 2008 No $895,000 $895,000 $895,000 $895,000 $895,000 2007 No $870,000 $870,000 $870,000 N/A $870,000 2006 No $1,050,000 $1,050,000 $1,050,000 N/A $1,050,000 2005 No $1,330,000 $1,330,000 $1,330,000 N/A $1,330,000 2004 No $1,300,000 $1,300,000 $1,300,000 N/A $1,300,000 2003 No $1,250,000 $1,250,000 $1,250,000 N/A $1,250,000 2002 No $1,248,500 $1,248,500 $1,248,500 N/A $1,248,500 2001 No $842,300 $842,300 $842,300 N/A $842,300 2000 No $836,100 $836,100 $836,100 N/A N/A 1999 No $837,500 $837,500 $837,500 N/A N/A 1998 No $816,300 $816,300 $816,300 N/A N/A http : / /www.pcpao.org/general.php ?strap= 152923290340000060 9/4/2009 I/ Property Appraiser General Information Page 2 of 5 1997 No $795,800 $795,800 $795,800 N/A N/A 1996 No $794,800 $794,800 $794,800 N/A N/A 2008 Tax Information Ranked Sales See all transactions Current Ta_x_ Bill Tax District: Sale Date Book/Page Price Q!U V/I CW 05 May 2006 15100/1861 $1,080,000 Q I Total Millage: 20.3578 07 Aug 1987 06556/1961 $1,300,000 M Non Advalorem $0.00 Aug 1986 06300/0647 $1,100 U Assessments: 1973 04022/0938 $250,000 Q Taxes: $18,220.24 Taxes without any $18,220.23 exemptions: A significant change in taxable value may occur when sold due to changes in the market or the removal of exemptions. Click here for more information. Land Information Seawall: No Frontage: None View: Land Use Land Size Unit Value Units Method Bwl Al /Skt Rnk/Pl Hl (34) 0x0 7.00 130954.9300 SF [click here to hide] Building 1 Structural Elements Back to Top Site{Address: 1225 S HIGHLAND AVE CLRARWATER 33756 Quality: Average 4 Recreation: L . Foundaton: Spread/Mono Footing Floor System: Masonry Pil/Stl Exterior Wall: Concrete Blk/Stucco Roof Frame: Bar Joint /Rigid Frame Roof Cover: Blt Up J� Metal /Gypsum Stories: I Floor Finish: Carpet Combination Interior Finish: Dry Wall Fixtures: 24 Year Built: 1962 Effective Age: 31 a Cooling: Heat & http : / /www.pcpao.org/general.php ?strap = 152923290340000060 � k 0�- � 9/4/2009 Property Appraiser General Information i Cooling Pkg Other Depreciation: 30% Economic Depreciation: 30% Description Base Canopy(only or loading platform) 92 fi) 10 54 H14� - • 1t1 10 r14-J 32 111411 nf1,� 7 1.., L - 25 CAN 25 r� �3fl Page 3 of 5 Open_.lot Lin New Window Building 1 Sub. Area Information Building Finished Ft2 Gross.Ai_ea_Ft2 . Factor.. Effective Ft? 22,388: •22,388 1.00. 22,388 0 940 0.25 2351 Open, Porch 0 140 0.30 42 Utility 920 920 0.55 506 Total Building finished SF: 23,308 Total Gross SF: 24,388 Total Effective SF: 23,171 [click here to hide] Building 2 Structural Elements Back. to To Site Address: Quality: Average Recreation: Foundaton: Spread/Mono Footing Floor System: Masonry Pil /Stl Exterior Wall: Concrete Blk/Stucco Roof Frame: Bar Joint/Rigid Frame Roof Cover: Blt Up http://www.pcpao.org/general.php?strap=l 52923290340000060 9/4/2009 VProperty Appraiser General Information Page 4 of 5 Metal /Gypsum Stories: 1 Floor Finish: Hard Tile Interior Finish: Dry Wall Fixtures: 10 Year Built: 1984 Effective Age: 21 Cooling: Heat & Cooling Pkg Other Depreciation: 40% Economic Depreciation: 35% L Rey z: Open plot in New Window Building 2 Sub Area'Iuformation Description Building Finished ._W Gross Area FJ Factor , Effective Ft Base 3,093 3,093 1.00 3,093 Open Porch 0 56 0.30 17 Total Building finished SF: 3,093 Total Gross SF: 3,149 Total Effective SF: 3,110 [click here to hide] Extra Features Description Dimensions Value/Unit Units Total NewValue Depreciated Value Year ASPHALT 50000SF $1.75 50,000.00 $87,500.00 $87,500.00 0 click here to hide Permit Data Permit information is received from the County and Cities. This data may be incomplete and may exclude permits that do not result in field reviews (for example for water heater replacement permits). Any questions regarding permits should be directed to the permitting office in which the structure is located. Permit Number Descri tionj Issue DDatej Estimated Value 200012437 11 ASPHALT 11 14 May $6,023 200010116 ROOF 11 16 Nov 2000 $2,20 Radius (feet): 1878 Aerials: 2009 Color Transparency: 0.5 If you do not see map, the SVG viewer has not been installed. Click here for information and installation. How to copy and paste a static map using Internet Explorer: Right -click on the map; Select "Copy SVG "; Open a Word c Special" from Edit menu on toolbar; Select Bitmap, then OK How to copy and paste a static map using Mozilla Firefox: Right -click on the map; Select "This Frame "; Select "Open Fra from the new window. http : / /www.pcpao.org/general.php ?strap = 152923290340000060 9/4/2009 Property Appraiser General Information 9.r R y r� S 3 CV g Click here for Interactive Map Page 5 of 5 t G Interactive Map_ of this Sales Back to Query New I ax Collector Home QUeStIOILICoriurrent about this parcel Que_.ry Results Search Pa _e paw http : / /www.pcpao.org/general.php ?strap= 152923290340000060 9/4/2009 Property Appraiser General Information Pagel of 3 Interactive Map of this Sales 3ack_to Query_ New Tax Collector Home Q ie_.stion /C ° mment about this - - - - - - parcel Query Resrilts Search Pare pQD; 23- 29 -15- 00000 - 210 -0310 Portability Data Current as of August 31, 2009 Calculator [11:43 am Friday September 4] Print Ownershi /Mailin Address IF Site Address R L I BENEFICIAL ACQUISITIONS LLC Sa-e -Our- Just/Market No site address found 2206 JO- AN DR School SARASOTA FL 34231 Homes Cap Prop e 1y_Use: 1000 (Vacant Commercial Land - lot & acreage) Living Units: [click here to hide] Legal Description N 260FT OF VAC SKYVIEW AVE ADJ TO W OF LOTS 54 & 69 OF GATES KNOLL 1 ST ADD & E OF 10 ACRE LINE & S OF BARRY RD 2009 Exemptions Homestead: No Save - Our -Homes Cap Percentage: 0.00% Non - Homestead 10 % -Cap: Yes Government: No Institutional: No Agricultural: $0 Historic,: $0 2009 Parcel Information 2009 Trim Notice Most Recent Conveyance! y Sales_ Comp arison 11 Census Tract Plat Book/Page 16680/0135 Sales uer 121030265006 '2009 Value Information (PRELIMINARY) School Year Save -Our ,lust /Market Assessed Value/ County Taxable Homes Cap _Value SOH Cap Taxable Value Value 2009 No $27,349 $27,349 $27,349 $27,349 Municipal Taxable Value .. . $27,349 Municipal Taxable Value. $28,800 $29,900 $31,000 $31,000 $29,200 $29,200 $29,200 $29,200 N/A N/A N/A J. http : / /www.pcpao.org/general.php ?strap= 152923000002100310 9/4/2009 [click here to hide] Value History Sa-e -Our- Just/Market Assessed Value/ County_ School Year Homes Cap Value SOH Cap Tax t xable Value Taxable _ Value 2008 No $28,800 $28,800 $28,800 $28,800 2007 No $29,900 $29,900 $29,900 N/A 2006 No $31,000 $31,000 $31,000 N/A 2005 No $31,000 $31,000 $31,000 N/A 2004 No $29,200 $29,200 $29,200 N/A 2003 No $29,200 $29,200 $29,200 N/A 2002 No $29,200 $29,200 $29,200 N/A 2001 No $29,200 $29,200 $29,200 N/A 2000 No $29,200 $29,200 $29,200 N/A 1999 No $29,200 $29,200 $29,200 N/A 1998 No $29,200 $29,200 $29,200 N/A Municipal Taxable Value .. . $27,349 Municipal Taxable Value. $28,800 $29,900 $31,000 $31,000 $29,200 $29,200 $29,200 $29,200 N/A N/A N/A J. http : / /www.pcpao.org/general.php ?strap= 152923000002100310 9/4/2009 Property Appraiser General Information 1997 No $29,200 1996 No $29,200 Page 2 of 3 $29,200 $29,200 N/A N/A $29,200 $29,200 N/A N/A 2008 Tax Information Ranked Sales See all transactions Current Tax Bill Tax District: CW Sale Date Book/Page Price Q/U V/I Total Millage: 20.3578 17 Aug 2009 16680/0135 $21,000 Q V Non Advalorem Assessments: $0.00 22 Jun 2007 15854 / 0442 $15,000 U V Taxes: $586.30 Taxes without any exemptions: $586.30 A significant change in taxable value may occur when sold due to changes in the market or the removal of exemptions. Click here for more information. Land Information Seawall: No Frontage: None View: Land Use Land Size Unit Value Units Method Vacant Commercial (10) 33x260 3.75 8580.0000 SF [click here to hide] Extra Features Description Dimensions Value/Unit Units Total NewValue Depreciated Value .Year No Extra Features on Record [click here to hide] Permit Data Permit information is received from the County and Cities. This data may be incomplete and may exclude permits,that do not result in field reviews (for example for water heater replacement permits). Any questions regarding permits should be. directed ;(?,the permitting office in which the structure is located. Permit Number Jl Description j Issue Date ]I Estimated Value No Permit Data Found feet): 582 Aerials: 2009 Color I�ransparency: 0.5 f you do not see map, the SVG viewer has not been installed. _ Click _ here _I for info.rma...ton and..nstallation. low to copy and paste a static map using Internet Explorer: Right -click on the map; Select "Copy SVG "; Open a Word c 0ecial" from Edit menu on toolbar; Select Bitmap, then OK low to copy and paste a static map using Mozilla Firefox: Right -click on the map; Select "This Frame "; Select "Open Fra rom the new window. http : / /www.pcpao.org /general.php ?strap= 152923000002100310 9/4/2009 Property Appraiser General Information Page 3 of 3 RL y ' 9 Interactive Map, of this Sales Back to Query New Tax Collector Home Qu_estionComntent ab u2 t is parcel Qum Results Search Pagge page http : / /www.pcpao.org/general.php ?strap= 152923000002100310 9/4/2009 { G�4 PARKING STUDY FOR PINE BERRY SENIOR APARTMENTS HIGHLAND AVENUE CLEARWATER, FLORIDA PREPARED FOR: PINE BERRY LIMITED PARTNERSHIP, LLC PREPARED BY: GULF COAST CONSULTING, INC. AUGUST 2009 PROJECT # 09 -014 Robert Pergolizz', X f&/ PTP AICP # 9023 / PTP #133 f; PUG'INAL RE" PLANNING I. INTRODUCTION The project is proposed to contain 85 apartments age restricted to senior citizens. The site is located on the southeast corner of Highland Avenue and Barry Street in Clearwater. (See Figure 1) The redevelopment of this site to contain senior apartments is the subject of a Residential Infill and Comprehensive Infill redevelopment application in the HDR and C zoning districts. This project requires a parking analysis. Based on the City of Clearwater requirements, on -site parking should include two (2) parking spaces per dwelling unit and therefore the requirement is 170 parking spaces. The applicant believes this requirement is not applicable to senior restricted living units and has provided data from other senior housing complexes it owns and manages throughout the nation. This analysis was prepared to demonstrate the actual parking demand for the proposed senior housing complex. II. PARKING SUPPLY After redevelopment the site will contain 94 parking spaces which is a ratio of 1.1 spaces per dwelling unit. III. PARKING DEMAND The redevelopment will contain 85 apartments and will have access from Highland Avenue and Barry Street. The apartment complex will not have any central dining or medical facilities or offer housekeeping services requiring full -time staff, however, three (3) employees are expected periodically to perform maintenance and property management services. The proposed development is an active - senior apartment complex where the residents are independent to come and go as they please. Historical data has shown seniors, whether living alone or as a mature couple, typically maintain ownership of one - vehicle. In some instances :they are no longer driving due to medical- or age restrictions and therefore do not possess a vehicle and rely on mass - transit or others for transport. This has been recognized by ITE. The proposed development was analyzed using ITE Parking Generation, 3rd Edition Land Use Code 252 (Senior Adult Housing — Attached) and demonstrates a parking ratio of 0.50 spaces per unit. Using this data the project would require as few as 43 parking spaces. Beneficial Communities owns and operates several senior housing sites in Florida and elsewhere in the United States. Appendix A contains data from ITE and other Florida municipalities where the parking requirement for senior housing is one (1) space per unit. In addition, Beneficial Communities supplements its rental agreements stipulating it will issue one (1) parking space per rental unit. Beneficial Communities has typically provided between one (1) and 1.1 parking spaces per rental unit, and this has accommodated residents, visitors, and occasional employee parking needs. N I PROJECT LOCATION - PINE BERRY APARTMENTS IPROJECTNO: I 09 -014 Gulf Coast Consulting, Inc. DATE: FIGURE: Land Development Consulting 8/2009 DRAWN BY: G.J.S. III. CONCLUSION Based on the data provided in ITE Parking Generation, 3 Edition, data presented by the applicant and the rental agreement, and parking codes from other Florida municipalities, the appropriate parking ratio for this project is between 1 — 1.1 spaces per unit. As such the project should provide between 85 and 94 parking spaces. The parking supply provided on the site plan is adequate to accommodate the parking needs of this project. OA '611N 01 ?009 APFE DIX A �' 0 1 7-059 Land Use: 252 Senior Adult Housing— Attached Land Use Description Senior adult housing consists of attached independent living developments, including retirement communities, age- restricted housing and active adult communities. These developments may include limited social or recreational services. However, they generally lack centralized dining and on -site medical facilities. Residents in these communities live independently, are typically active (requiring little to no medical supervision) and may or may not be retired. Congregate care facility (Land Use 253) and continuing care retirement community (Land Use 255) are related uses. Database Description The database consisted of two study sites. • The study sites had 46 and 91 dwelling units. • Parking supply ratio: 1.2 and 1.4 s aces per dwelling unit, respect' •. Weekday peak parking demand ratio: U. and 0.33 parked vehicles per dwelling unit at the 46- and 91 -unit sites, respectively. • Saturday pea par ing errand ratio: 0.50 an parked vehicles per dwelling unit at the 46- and 91 -unit sites, respectively. Parking demand counts were submitted for the hours beginning at 9:00 a.m., 10:00 a.m., 2:00 p.m. and 5:00 p.m. From these limited data, no definitive peak hour or peak period was established. Study SitesNears Huntington Beach, CA (1989) I S�' 2C � Z Parking Generation, 3rd Edition BEN. ",SICI L C0 t,`;i1Ti7':S September 19, 200 Mr. William Royce Planning Director County of.Okeechobee Planning Department 499 North Vilest 5th Avenue Okeechobee; Florida 34972 RE; i aural Oaks Senior Apartments Dear Mr. Royce: Thank you for the opportunity to discuss our plans to develop the curet Oaks Senior Apartments in Okeechobee, Florida. We also understand that your offices will be responsible for the determination of the parking space requirements for our proposed development` Since the planning department has determined that our senior apartment fatality does not meet any of the categories in the existing code, we wash to provide some intormattion to aid you in your determination. Development Overview The Laurel Oaks Senior Apartment development is designed for active seniors with moderate incomes. The development Will be restricted to residents age 62 and over with an expert median age of 72 Beneficiars Senior development concept is designed to promote interaction among its residents by providing spacious and inviting common areas and coordinated community activities. The development . is designed to create a complete community for the residents that provides state of the art features for seniors in their own building Some of the development features include secured access security system, on -site c omn. wnity room with kitchen, laundry facilities, air conditioned common areas, on -site management, tlbrary, movie theater space and a beauty salon. Each unit features central air conditioning, wall- to-wal carpeting, stackable washer and dryer hookup, dishwasher, stove, refrigerator, disposal and pun cord warning system. An artist rendering of our typical senior development is attached for you r information. Parking needs Beneficial: has put together an experienced team of Engineers. Architects and Site Design professionals to create a new community for the seniors of Okeechobee. The principals of these companies have decades of experience in their rescue fields regarding the development of multifarnr1y and senior housing across the nation. Our extensive expertise with the development and management of senior housing facilities indicates that 1 parking space per .unit plus an allowance of 10% for staff and visitors is more than sufficient to meet the parking needs of population. In fact our senior resident rental agreement only allows for one parking space per apartment unit. As additional support of the above parking standards we wish to bring. the follm ing to your attention: An independent Industry research report for senior apartments show an average peak parking demand of OA:04 spaces per unit: The research report includes residents, employees arid_ visitors. (see attached are) t,;;, :`,�. 'j9 l s- p U 1 2009 • Several Florida cities such as Palatka and Coral Springs which have specific ,provisions in their code for senior developments specify 1 parking space per unit In fact; the City of Jacksonville allows for 1 space for 2 dwelling units. (i.e. 0.5 spaces per unk), Our Willows Senior Apartments, a similar 90 unit development in Lebanon Pennsylvania, has 101 ,parking spaces for 90 units. Additionally, our Royal Palms Senior Apartments, a similar 96 unit development in Titusville, Florida has 105 ,parking spaces for 96 units. In conclusion, our project has 80 (eighty) apartment units and we are proposing a total of 90 parking spaces for the aWve referenced development Thank you for the opportunity to provide our input on this matter. if you have any questions or need further documentation please feel free to contact me. Sincerely, L XDeloper ric. CC. Donald Paxton Devin Maxwell John E Luther, PE. Attachments: 1. Artist Renderings 2. Rental Agreement for Willows Senior Apartments 8. Senior Traffic and' parking study 4_ Selected Florida codes ���►' U 1 2CO9 PLANNING Dusan Peric From: Bill Royce [broyce @co.okeechobee.fl.us] Sent: Tuesday, September 19, 2006 5:00 PM To: 'Dusan Peric' Subject: RE: Laurel Oaks Senior Apartments: Parking Space Requirements Categories: 06 LOSA Based on the information you provided, with the stipulation that housing is limited to those 62 or over and perhaps limiting each unit to one vehicle, the parking ratio of 1.1 spaces per unit is acceptable. - - - -- Original Message---- - From: Dusan Peric [ mai Ito: DPeric @beneficialcom.com] Sent: Tuesday, September 19, 2006 2:30 PM To: broyce @co.okeechobee.fl.us Cc: Don Paxton; John Luther; okeechobeelawyer @yahoo.com Subject: Laurel Oaks Senior Apartments: Parking Space Requirements Bill, As per our phone conversation this morning, attached please find a request for a reduction of parking spaces for the above referenced project. Regards, Dusan Peric Beneficial Communities (941) 929 1270 x 104 RiGRINAL REI 'D S _P EE P 0 2009 PLANNING Addendum to Lease Agreement Lease agreement between Dated this Senior Lease Parking Addendum Resident day of 2005 Property This addendum to the lease agreement will require that one parking space will be issued per unit. Resident will comply to this addendum dated March 28, 2005 modifies the original agreement. Resident Signature Date Printed Name S�a'v 2909 I PLANNING ��` .s+ r � !►'?�t. '� . fi,��:�', +!'`9 h � f s� �,t 1 tS P .e. �1�1: �r.S t � �;c.. ! �, . tr t`` -{ 1 • "' -y X1`",1 5r:. ' « " t- 1�' ±'.,z. .� t �'�r�� l;.Ir `•-r ^'4v `-. �. s `''1 + a �`�. i . �41 (�a¢sSt 1rt }R,'!a + �r.t.Iw mC6�' f �: _�. �� /IIK "'�'- �. � `v � � i'R11. *`� � f ,,gy�p.. �•1 �4 ^Y� Mar . 1 t►c*.a: SENIOR HOUSING TRIP GENERATION AND PARKING DEMAND CHARACTERISTICS by Stephen B. Corcoran, P.E. (M)a presented at the Institute of Transportation Engineers 66th Annual Meeting INTRODUCTION As the baby boomer generation ages, special housing projects have been developed for them in lieu of the traditional single - family home or apartment. Congregate care facilities, independent living apartments, assisted -care units, and senior apartments are being marketed, developed, and built to handle the needs of older adults. The changing lifestyle of older adults affects their transportation needs and usage as well. Trip generation and parking demand within this age group vary significantly from traditional residential uses because residents no longer have to be at work, pick up their children, or do their shopping at specific times. Also many senior communities provide on -site services to meet their residents' needs. This paper will present the author's experiences with senior housing and its trip and parking characteristics along with data on projects in suburban Chicago; Illinois and around the United States. SENIOR HOUSING TYPES Older adults have many special needs that change over time. Many seniors are clearly independent and need [ittle assistance other than help with major chores or repairs. They are generally active and healthy. As time goes by, however, their needs change and grab bars become important, as well as, other features such as higher electrical outlets, emergency response systems, and lower reach cabinets. Good nutrition, socialization, and access to medical and.supportive care also becomes more important. Several distinct types of housing have been developed to accommodate these needs: Senior Single Family Homes are senior -only subdivisions which have been developed for retirees ages 55 and up in the southeast and southwest sections of the United States. These developments typically include recreational facilities. Many of the residents are retired. Senior Apartments are traditional apartment complexes with a minimum age requirement of 55 years old. Some amenities include recreational facilities, security, and special design features. Residents are independent and may still be working. Independent Living Units are cottages or apartments were older adults live in but without the worries of maintenance or housekeeping. Medical care can be available at the facility or by visiting medical staff. A variety of amenities are provided for the residents depending on the size of the community. a Senior Transportation Consultant, Metro Transportation Group, Inc, Hanover Park, Illinois Senior Housing Trip Generation and Parking Characteristics Institute of Transportation Engineers 66th Annual Meeting Page 1 StV 0 12039 P1�� Assisted -Care Units are for older adults having difficulty managing in an independent living arrangement but who do not need nursing home care. Assisted -care is usually apartment living with additional staff to help with normal daily activities. Congregate Care Facilities contain a full spectrum of housing types in one development with town homes or cottages, independent living units, assisted -care units, and nursing care. Congregate Care Facilities (CCF) allow the elderly to age in one place with nursing care available if they need it. This is particularly important for elderly couples wishing to stay together with one spouse needing special care. CCFs are in essence self - contained communities. Table 1 lists the amenities that are typically available at a CCF. Table 1 Typical Congregate Care Facility On -Site Services and Facilities Standard Services Extra Services Common Facilities • Main Meal of the Day • 24 -Hour Nursing • Daily Check -in • Weekly Laundry • Utilities • Housecleaning • Organized Programs • In Room Food Service • Bus Shuttle • 24 -Hour Security • Complete Maintenance • Free Parking. • Garbage Collection • Notary Public Service • • Supportive Care Nurse • . Chaplain • Breakfast and Lunch • Extended Room Service • Specialized Diets • Guest Meals • Catering • Physician • Podiatrist • Physical /Speech Therapy • Insurance • Chauffeur Service • Garages • Telephone • Cable N • Photocopying Source: Milwaukee, Wisconsin CCF Brochure LITERATURE REVIEW • Lounge Area • Dining Room • Library • Chapel • Recreation Room • Country Store Pharmacy •' Arts and Crafts Room • Workshop • Cafe • Exercise Room • Beauty /Barber Shop • Bank Branch Office • Solarium • Whirlpool • Outside Patio • Garden Plots A review was made of available data on senior trip generation and parking demands. Information was obtained from the Institute of Transportation Engineers Trip and Parking Generation Manuals_, the author's files, data from other consultants, as well as, information from California, Arizona, and Florida Departments of Transportation. After reviewing the data, it became clear that the amount of data is small and that the definition of senior housing was not consistent among each source. The data did not distinguish between the five categories mentioned previously. Senior Housing Trip Generation and Parking Characteristics Institute of Transportation Engineers 66th Annual Meeting Page 2 I PLANVIVIG FACTORS AFFECTING TRIP GENERATION AND PARKING Several factors affect the trip generation and parking demand at any particular facility. These include the number of dwelling units, nursing beds, average age of residents, resident's affluence, number of employees, and available bus shuttle%hauffour service. More data needs to be collected in order to properly analyze their relationship to trip generation and parking demand. The trip generation rates for individual facilities varied. Insufficient information on all the survey locations made it difficult to statistically draw conclusions on individual impact of those factors. However, experience has indicated that as the average age of residents increases, the number of trips and parking demand decreases. This is an obvious affect of the aging process. Nursing beds require more staff to service a patient needs than a more independent resident. When the proportion of nursing beds to residential units increases, the amount of traffic and parking generally increase. The economic well being of residents increases the likelihood that they own a car and thus drive and park. Lastly, bus shuttle /chauffeur service will provide an option to the auto for residents keeping traffic and parking rates lower. DAILY TRAFFIC GENERATION Information on daily trip ends was obtained from surveys by the California Department of Transportation (Caltrans) and the Florida and Arizona Departments of Transportation. This data generally categorized the facilities as retirement communities but included CCFs, senior apartment complexes, and may have nursing beds. The author's data consisted of one CCF in Pennsylvania. Table 2 summarizes the trip data and rates. The average trip rate daily varied between 2.78 and 8.91 trips per unit. The variation in rates supports the conclusion that the number of units /beds is not the only variable influencing trip production. The weighted average trip ends were 4.52 trips per unit which included one large development of 3,122 units. Without the 3,122 unit project, the weighted average rate was 5.64 trips per units. The weighted daily trip generation rate, was 5.64 trip ends a day for senior housing developments. Senior housing generates two- thirds the amount of traffic.compared to a typical single - family development. It's closer to other multi - family categories, including apartments (6.47 trips /unit) and condominiums or townhouses (5.86 trips /units). Table 3 shows the weekly variation in volumes based on one facility. The weekday-volumes were consistent. Weekend traffic volumes were slightly lower. Table 4 illustrates the. hourly distribution of traffic throughout an average weekday, Saturday, and Sunday. The peak -hour volumes of the facility occurred at lunch time and mid - afternoon (2:00 to 4:00 PM). Caltrans data indicated that the peak -hour occurred between 11:00 AM and 4:00 PM, depending on the facility. These peak -hour times do not coincide with the peak -hour of adjacent street traffic because the residents do not have or want to travel during the rush hour. Also, the employee shifts are generally off peak. Most facilities are staffed 24 hours a day with a 7:00 AM -3:00 PM, 3:00 PM -11:00 PM; 11:00 PM- 7:00 AM shift schedule. Some administrative staff follow a typical 9:00 AM to 5 :00 PM shift. PEAK -HOUR TRIP GENERATION RATES Table 5 shows the trip generation rates for eight facilities during the morning and evening peak -hour of the adjacent street system. The weighted average trip rate was 0.222 trips per unit/bed in the morning peak and 0.247 trips per unit/bed in the evening peak. Trip rates ranged from 0.085 to 0.450 per unit. The directional 'splits were 65% inbound and 35% outbound in the morning and 40% inbound and 60% outbound in the evening. Compared to other residential land -uses, senior developments generate significantly less traffic on a per unit basis. Senior Housing Trip Generation and Parking Characteristics Institute of Transportation Engineers 66th Annual Meeting CU�� Page 3 Iy >� U 1 2 i Table 2 Table 3 Daily Trip Generation Rates for Senior Housing Weekly Volume Distribution Number of Daily Trip Source Dwelling Units Trips Rates Caltrans 3122 9630 3.09 Wednesday 300 830. 2.78 Friday 108 310 2.87 Sunday 76 260 3.42. 2:00 AM 460 2252 4.90 Florida 366 3262 8.91 DOT 560 1985 3.55 5:00 AM 187 1449 7.75 6:00 AM 120 901 7.51 7:00 AM 127 561 4.42 Arizona 125 972 7.78 DOT 176 855 4.86 10:00 AM 74 447 6.04 11:00 AM 60 285 4.75 12:00 PM 216 1386 6.42 1:00 PM 175 1058 6.05 2:00 PM 129 941 7.30 3:00 PM 112 922 8.23 4:00 PM 106 820 7.74 5:00 PM 89 538 6.05 6:00 PM 81 529 6.53 7:00 PM 60 494 8.23 8:00 PM 59 432 7.30 Penn. CCF 247 1163 4.71 Weighted 1.24% 1.33% 1.05% Average 7135 32282 4.52 Without 4013 22652 5.64 3,122 units ITE Average Weekday Daily Rates Single - Family (Code 210) 9.55 Apartment (Code 220) 6.47 Condo /townhouse (Code 230) 5.86 Congregate Care Facility (Code 251) 2.15 Day of the Week Percentage Monday 15% Tuesday 15% Wednesday 16% Thursday 17% Friday 15% Saturday 12% Sunday 10% Total 100% Table 4 Hourly Traffic Distribution Start Average Hour Weekday Saturday Sunday 12:00 AM 1.46% 1.45% 2.76% 1:00 AM 0.07% 0.12% 0.26% 2:00 AM 0% 0.00% 0.26% 3:00 AM 0.12% 0.00% 0.00% 4:00 AM 0.46% 0.00% 0.66% 5:00 AM 0.41% 0.60% 0.39% 6:00 AM 1.94% 2.05% 1.71% 7:00 AM 5.74% 5.06% 3.94% 8:00 AM 6.70% 5.06% 4.99% 9:00 AM 6.19% 5.78% 6.17% 10:00 AM 7.20% 9.40% 7.74% 11:00 AM 9.33% 9.54% 8.53% 12:00 PM 7.05% 8.07% 8.01% 1:00 PM 7.44% 6.27% 4.86% 2:00 PM 9.76% 7.59% 8.40% 3:00 PM 9.54% 10.24% 9.84% 4:00 PM 8.39% 9.40% 9.32% 5:00 PM 5.26% 6.14% 6.96% 6:00 PM 3.14% 3.25% 3.54% 7:00 PM 2.90% 2.89% 4.20% 8:00 PM 2.590/. 2.05% 2.49% 9:00 PM 1.10% 1.57% 1.31% 10:00 PM 1.24% 1.33% 1.05% 11:00 PM 1.96% 2.65% 2.62% Senior Housing Trip Generation and Parking Characteristics Institute of Transportation Engineers 66th Annual Meeting a t� t9 ?LARIMU Page 4 Table 5 Peak -Hour Trip Generation Rates Occupied Units Dwelling Nursing AM Peak PM Peak Facility Location Units Beds Total Volume Rate Volume Covenant Village Friendship Village Presbyterian Home Glenview Terrace Good Shephard Manor Mayslake Leisure Village Pennsylvania CCF Northbrook, IL Lombard, IL Evanston, IL Glenview, IL Barrington, IL Oakbrook, IL New Jersey Totals 220 151 371 86 620 100 720 86 312 166 478 92 243 243 102 102 18 630 630 67 200 200 65 210 37 247 78 2537 454 2991 492 Weighted Average Trip Rate Comparison to other ITE Residential Rates Single Family Homes (Land Use Code 26) Apartments (Land Use Code 220) CondominiumsfTownhouses (Land Use Code 230) .231 133 .120 180 .193 '139 21 .180 17 .106 75 .325 62 .316 111 738 .164 .247 Inbound Percentage 65% 40% Outbound Percentage 35% 60% 0.74 1.01 0.51 0.63 0.44 0.55 Senior Housing Trip Generation and Parking Characteristics Institute of Transportation Engineers 66th Annual Meeting INAL P6'F Page 5 PLANNING PARKING DEMAND SURVEYS Parking demand characteristics were obtained from a number of surveys conducted in the Chicago metropolitan area The peak parking demand occurred during the mid -day between 11:00 AM to 3:00 PM corresponding, in part,. with the largest employee shift on -site. Table 6 summarizes those surveys. The peak day of the year is Mother's Day when many facilities run out of visitor parking, according to the on -site staff. The peak parking demand rates varied between 0.214 and 0.579 vehicles per unit/bed with a weighted average rate of 0.404 vehicles per unit/bed. Employee, resident, and visitor parking is included. This rate is one third to one half the parking rate of other residential uses. Readers should note that the survey sites with the higher parking rates generally have more nursing beds which requires more employees than the residential units. Table 6 Peak Parking Demand Surveys Peak Peak Dwelling Nursing Total Parking Parking Development Location Units Beds Units /Beds Rate Demand Covenant Village Northbrook, IL 220 151 371 0.490 182 Beacon Hill Lombard. IL 235 23 258 0.565 146 Friendship Village Schaumburg, IL 620 100 720 0.390 281 Presbyterian Home Evanston, IL 312 166 478 0.579 277 Glenview Terrace Glenview, IL 243 243 0.214 52 Mayslake Oakbrook, iL 630 630 0.408 257 EJM Engineering Studies Lilac Lodge Waukegan, IL 203 203 0.315 64 Deerfield Place Deerfield. IL 98 98- . 0.230 23 ITE Parking Manual, 2nd Ed Retirement Community (Land Use Code 2501 500 500 0.270 135 3061 440 3501 1417 Weighted Average 0.404 ITE Parking Manual, 2nd Edition Low /Mid -Rise Apartments (Land Use Code 221) 1.21 High -Rise Apartments (Land Use Code 222) ' 0.88 Residential Condominium (Land Use Code 230) 1.11 4 Senior Housing Trip Generation and Parking .Characteristics Institute of Transportation Engineers 66th Annual Meeting _ Page 6 S,6-io 0 1 2c "A i E M� Conclusions Based on the analyses and studies for this paper, the following findings were made: 1. The overall category of senior housing should be broken down into at least five categories for trip generation and parking demand purposes. These categories could be: • Senior Single - Family Housing • Senior Apartments • Independent Living Units • Assisted -Care Units • Congregate Care Facility 2. Several factors affect the trip generation and parking demand at any particular facility. Any new survey should include the number of dwelling units, nursing beds, average age of residents, resident's affluence, number of employees, and available bus shuttle /chauffeur service. More ..data. needs to be collected in order to properly analyze their relationship to trip generation and parking demand. 3. Daily trip generation rates were found to be 4.52 to 5.64 trip ends a day for senior housing developments. Senior housing generates two- thirds the amount of traffic compared to a typical single - family development. It's daily rates are similar to other multi - family categories, including apartments (6.47 trips /unit) and condominiums /townhouses (5.86 tripslunits). 4. Trip generation rates during the peak hour of adjacent street traffic are significantly less because most employees arrive /depart during off -peak periods and residents avoid the peak -hour congestion. The peak hour rates are one -half to one -fourth that of other residential. land -uses. 5. The peak -hours of site traffic occurs in the late- morning, or early afternoon. S. The peak parking demand at most senior facilities occurred midday with an average peak demand of 0.40 vehicles per dwelling unit for residents, employees, and visitors. Mother's Day is the highest parking day of the year with many facilities short of spaces for that one day. References 1. Trip Generation Manual, 5th Edition; institute of Transportation Engineers; January, 1991 2. Parking Generation Manual, 2nd Edition; Institute of Transportation Engineers; August, 1987 3. Parkinq Requirements for Retirement Centers Requirements and Demands; EJM Engineering; May, 1987 4. 6th Progress Report of Trip Ends Generation Research Counts; California Department of Transportation; 1965 -1970 5. Florida Department of Transportation Trip Generation Data 6. Arizona Department of Transportation Trip Generation Data Senior Housing Trip Generation and Parking Characteristics Institute of Transportation Engineers 66th Annual Meeting 4� ,�; Y . �j Page 7 L PLAKIVEVG ENT BY: FORUM;- 1234657; MAR -25 -C 6:OOPM; PAGE 2/3 'ART 6. OFF - STREET PARKING AND LOADING REGULATIONS* rage I of'] . 1 Sec. 656.604. Number of off- street parking spaces required. Off - street parking spaces shall be provided and maintained in all districts, other than as specifically provided for in the CCBD District, as follows: (a) Residential uses: (1) Single- family dwelling- -Two spaces. (2) Multiple- family dwellings - -One and one -half spaces for an efficiency, studio or one bedroom dwelling not exceeding 500 square feet, one and three - quarters spaces for one bedroom dwelling containing 500 square feet or more, two spaces for two bedroom dwellings and an additional one- quarter space for each bedroom in excess of two, plus one space for owner or operator and one space for each two employees. In determining the number of bedrooms, rooms depicted as dens, studios and similarly depicted areas shall be construed to be an additional bedroom for the purposes. of determining the number of off - street parking spaces required. Notwithstanding the provisions of this Section, two off - street parking spaces shall be required for each townhouse or rowhouse permitted pursuant to Section 656.415_ (3) Rooming and boarding houses - -One space for each two bedrooms. (4) Mobile home park- -Two spaces for each,mobile home, plus one space for each 200 square feet of nonstorage floor area for manager's office, laundry facilities, recreation building, etc. (5) Mobile home on individual lot- -Two spaces. (6) Housing for the elderly- -One space for each two dwelling units. (7) Nurses' homes, convents and monasteries —One space for each four lodging units. (8) Fraternity and sorority houses - -One space for each two residents. (9) Hotels and motels —One space for each sleeping room plus the spaces required for accessory uses such as restaurants and meeting rooms. (10) CCBD District - -No off- street parking space is required when a dwelling unit is created within an existing nonresidential structure. One off- street parking space is required for each dwelling unit for new construction. .up ://library l.municode.com/ gateway .dll /f /florid a/29766/.30379/ 30385 ?f= -templates$fn= do cum ent -fra. PLA6S4 ING, I 3/25/2005 'ENT BY: FORUM; 1234657; MAR-25- PAGE 3/3 . 1 It i r., v. yr r -a i tt>✓r; t PARKIN 6 AND LOADING* Page I of 2 Sec. 94 -262. Required number of parking spaces. ) (a) For all districts except C -3, off - street parking requirements are as follows: (1) Single- family and two - family dwelling structures: Two spaces for each dwelling unit. (2) Multiple - family dwelling structures: Two spaces for each dwelling unit. (3) Churches, temples or places of worship: One space for each four seats in the main auditorium. (4) Commercial manufacturing and industrial concerns not catering to the retail trade: One space for each 1,000 square feet of floor area, plus one space for each company vehicle operating from the premises. (5) Country, golf or gun clubs: One space for each five members. (6) . General business, commercial or personal service establishments: One space for each 200 square feet of non - storage floor area. (7) Hotels: 1.1 spaces for each bedroom. (8) Hospitals, sanitariums, convalescent and nursing homes: _One space for each patient bed. (9) Housing for the aged: One space for each dwelling unit. (See the definition in section 94-2.) (10) Kennels and animal hospitals: One space for each 400 square feet of non - storage floor area. (11) Libraries and museums: One space for each 200 square feet of non - storage floor area, or one space for each three seats, whichever is greater. (12) Medical or dental offices or clinics: One space for each doctor or dentist, plus three spaces for each consultation or examining room. (13) Mortuaries: One space for each 50 square feet of floor area used for services: (14) Motels: 1.1 spaces for each bedroom, (15) Office and public buildings: Seven spaces for each 1,000 square feet of floor area used for office purposes. (16) Private clubs and lodges: One space for each five members: (17) Restaurants, other eating places and cocktail lounges: One space for each three seats. (18) Roominghouses, boardinghouses and dormitories: One space for each living unit. (19) Schools: One space for each two employees, plus one space for each three students of driving age. (20) Theaters, auditoriums and places of assembly: One space for each four seats. (21) Bowling alleys: Five spaces for each bowling lane. (22) Student housing: One space for every two sleeping accommodations. (23) All other uses: Parking requirements for uses not listed in this section shall be determined by the planning board. (b) For uses in the C -3 district, off - street parking requirements are as follows: (1) Residential dwellings: One space per dwelling unit. (2) All other uses: One space for each 1,000 square feet of gross floor area. (Code 1981, app. C, § 26 -9(2)) tp: // library. municode .com /gateway.dll/fl/florida/4103 /4254/4259 ?f= templates$fn =dO.cuinent fita i_4 3/25/2005 �yw 2009 MR ArJW1PJr,, ARTICLE VIII. OFF - STREET I _ - KING, LOADING, AND OTHER VL__.:ULAR US... Page 7 of 18 recorded in the office of the city engineer according to the office of the city engineer. (Code 1972, § 20 -498; Ord. No. 93 -146, § 1, 9- 21 -93) Sec. 250815. Plans required for,parking facilities. A plan shall be submitted with every application for a building permit for any use or structure required to provide off - street parking under this chapter, and prior to the construction of any parking facility, whether or not said facility is required by this chapter. Said plan shall clearly and accurately designate the required parking space, access aisles and driveways, and relation to the uses or structures these off - street parking facilities are intended to serve. (Code 1972, § 20 -499) Sec. 250896. Amount of off - street parking. The minimum number of parking spaces to be provided and maintained for each use or occupancy shall be as follows: (1) Residential uses: (a) Dwelling, one - family and two- family: Two (2) parking spaces shall be required for each dwelling .unit for which primary access is by a street fifty (50) feet in width or greater. Dwellings shall provide a garage or carport for one (1) such space. Such carport shall effectively screen an automobile from view on three (3) sides utilizing a wall, fence, or hedge at least four (4) feet in height. However, for each individual dwelling which contains four (4) bedrooms for which primary access is by a street less than fifty (50) feet in width, a fully enclosed garage designed for storage . of at least two (2) automobiles shall be required. In addition to the above stated requirement, each individual dwelling which contains five (5) or more bedrooms for which access is by a street.less than fifty (50) feet in width, shall provide one (1) additional parking space within three hundred (300) feet of the affected dwelling. (b) _ Dwelling, multiple - family: 1. Efficiency and one (1) bedroom units: One and one -half (1 1/2) parking spaces for each unit. 2. One (1) bedroom units with den, two (2) bedroom units and three (3) bedroom units: (a) Two (2) parking spaces for each unit in buildings thirty -five (35) feet or less in height. (b) One and three - quarters (1 3/4) parking spaces for each unit in buildings over thirty -five (35) feet in height. 3. Three (3) bedroom units with den and four (4) or more SEP bedroom units: (a) Two and one - quarter (2 1/4) parking spaces for each unit in buildings thirty -five (35) feet or less in height. (b) Two (2) parking spaces for each unit in buildings over thirty -five (35) feet in height. 4. Refer to section 250147 for parking requirements for http:// library2. municode .comlgateway.dlllfllflorida /33043/3 3071 /33079 ?f= templates$fh =d... 3/31/2005 ARTICLE VIII. OFF - STREET .IRKING, LOADING, AND OTHER Vi-1CULAR US... Page 8 of 18 townhouse subdivisions. 5. In addition to the above, multiple - family buildings shall be required to provide supplemental guest parking space equal to a minimum of ten (10) percent of the spaces required per building. Such supplemental parking shall be installed pursuant to this chapter. (c) Dormitories, fraternities: One (1) parking space for each bed. (d) Hotels and motels, including clubs: One (1) parking space for each sleeping room. If, in addition to sleeping rooms, there are other uses operated in conjunction with and /or as part of the hotel /motel, additional off - street parking spaces shall be provided for such other uses as would be required by this section if such uses were separate from the hotel /motel to the extent of thirty-five (35) percent of the off - street parking specified in this article for retail stores, offices, services, establishments, bars, restaurants, dining roms, night clubs, cabarets, ballrooms, banquet halls meeting rooms, auditoriums. (e) Housing for elderly- O 1pknaor e uni Residential care facility, Category 2 and 3: one and twenty -six hundredths (1.26) parking spaces for each sleeping room. (2) Commercial uses: One (1) parking space is required per square footage indicated in each category: 60 square feet: Bars Beer gardens Cafeterias Cocktail lounges Night clubs Taverns 100 square feet: Telemarketers 125 square feet: Convenience stores 150 square feet: Bakery Butcher shop Delicatessens Dry cleaning Grocery Ice cream 0 VZ UN 0 V V,,!AL � Y Laundry �� Liquor store PLANVIRG htlp:// librarv2. municode .comlaateway.dlllfllfloridal33043 /33071 /33079 ?f= templates$f i =d... 3/31/2005 IN THE ZONING BOARD OF ADJUSTMENT OF THE CITY OF PENSACOLA ORDER ON APPLICATION FOR VARIANCE Case # 07 -02 -06 This matter came before this Board upon the application of Robert A. Colvard for a variance to the requirements of Sectionl2- 3 -1(B) of the City of Pensacola Land Development Code, to wit: a variance of 150 parking spaces to the required 184 off-street paarkingspaces, to allow 34 off - street parking spaces for the Englewood Senior Apartments at 1810 West Cervantes Street. Based upon the consideration of the application and other evidence presented at a hearing before the Board, the Board: Finds that the application is for an impermissible variance as to the use of the subject property, and, therefore, the Board denies the variance. Finds that the evidence does not support the findings and determinations which the Board is required by law to make in order to authorize the variance, and, therefore the Board denies the variance. Makes the following findings and determinations: 1. That special conditions and circumstances exist which are peculiar to the land, structure, or building involved and which are not applicable to other lands, structures, or buildings in the same zoning district; 2. That the special conditions and circumstances do not result from the actions of the applicant; 3. That granting the variance requested will not confer on the applicant any special privilege that is denied by the ordinance to other lands, buildings, or structures in the same zoning district; 4. That literal interpretation of the provisions of the applicable zoning ordinance would deprive the applicant of rights commonly enj oyed by other properties in the same zoning district under the terms of the ordinance and would work unnecessary and undue hardship on the applicant 5. That the variance granted is the minimum variance that will make possible the reasonable use of the land, building, or structure; 6. That the grant of the variance will be in harmony with the general intent and purpose of the applicable zoning ordinance and that such variance will not be injurious to the area involved or otherwise detrimental to the public welfare; and P.0 « PLiHUM" `S City of Pensacola Zoning uoard of Adjustment February 15, 2006 Case it 07 -02 -06 That the variance will not constitute any change in the districts shown on the zoning map, will not impair an adequate supply of light and air to adjacent property, will not materially increase the congestion in public streets, or increase the public danger of fire and safety, will not materially diminish or impair established property values within the surrounding area, and will not other wise impair the public health, safety, morals and general welfare of the City of Pensacola. and, therefore, grants the variance subject to the following conditions and safeguards: DONE AND ORDERED this the 15th day of Febtuary, 2006 by the Zoning Board of Adjustment of the City of Pensacola. Attest: By: J.'—ff c,J C &g / Secretary By: Chairman r A-c -T U c.. VARIANCE GRANTED BY THE BOARD OF -ADJUSTMENT: The petitioner must secure a building permit and commence work within one hundred eighty (1 80) days of the date of the granting of the variance, unless additional time is granted by the Board at that particular meeting. JUDICIAL REVIEW OF DECISION OF BOARD OF ADJUSTMENT: If denied a variance by the Board, that request for a variance cannot be heard again for a period of one (1) year. In accordance with Section 12 -12 -2 of the Land Development Code, any person or persons, jointly or severally, aggrieved by a decision of the Board, may apply to the Circuit Court of the First Judicial Court of Florida within thirty (30) days from the date of rendition of the decision by the Board. The Board, Building Inspector, or Attorney of the City of Pensacola must be notified of an appeal within five (5) days of the application being made to the Circuit Court. If allotice or Appeal has not been received within thirty -five (3 5) days of the date of rendition of the decision of the Board and the variance was denied, the petitioner shall be notified. by the Building Inspector that they have ten (10) days to remove or correct the violation. e `.,'� ' P L I�d if t10VG I SPAM -LOW Parking for Royal Palm senior A artments.txt From: Cunningham,iKeith [keith.cunningham@Titusville.com Friday, Aprl 08, 2005 9:03 AM To: 'JLUTHER@beneficialcom.com' cc: Johnston, Stan Subject: SPAM -LOW: Parking for Royal Palm Senior Apartments John, After our meeting earlier this week we reviewed your 4/1/05 letter and the information you submitted as back up. Pursuant to the City of Titusville's LDR section 39- 61(21) we have determined that the 1 parking space per senior unit plus and 10% for staff and visitors is adequate. Please let me know if you need anything else. Keith Cunningham No virus found in this incoming message. Checked by AVG Anti- virus. version: 7.0.308 / Virus Database: 266.9.5 - Release Date: 4/7/2005 Page 1 SEP 0 1.2009 TRAFFIC ASSESSMENT PINE BERRY SENIOR APARTMENTS HIGHLAND AVENUE 50 The project is proposed to'contain 85 apartments age restricted to senior citizens. The site is located on the southeast corner of Highland Avenue and Barry Street in Clearwater. Highland Avenue is a two -lane collector roadway that is currently operating at level of service (LOS) C according to the Pinellas County MPO 2008 Level of Service Report. The proposed development was analyzed using ITE Trip Generation, 8t' Edition Land Use Code 252 (Senior Adult Housing — Attached). The project is expected to generate only 296 daily vehicle trips, of which 11 trips would occur during the AM peak hour, and 14 trips would occur during the PM peak hour. As such, based on Clearwater traffic study criteria and a telephone discussion with Clearwater traffic engineering staff the minimal impacts do not warrant a detailed traffic study. y: r C i Facility Juris Plan Area Fac Tye Road Tye LOS Std Length mi Signals Per Mile LOS Meth AADT Volume Physical Ca acity V:Cap Ratio Def Flag Fac LOS 852 - HIGHLAND AVE: (EAST BAY DR -to- BELLEAIR RD) CR O7 SA 21.1 D 1.527 1.96 T 11,820 618 846 .73 0 C 853 - HIGHLAND AVE: (BELLEAIR RD -to- DRUID RD) CR 06 SA 2U D 1.255 1.59 T 11,820 618 846 .73 0 C 854 - HIGHLAND AVE: (DRUID RD -to- GULF -TO -BAY BLVD) CR 06 SA 41.1 D .253 3.95 T 11,820 618 1,624 .38 0 C 855 - HIGHLAND AVE: (GULF -TO -BAY BLVD -to- DREW ST) CL O6 SA 2D D .506 3.95 T 14,887 778 848 .92 1 D 856 - HIGHLAND AVE: (DREW ST -to- SUNSET POINT RD) CL 06 SA 2D D 1.512 1.98 T 14,887 778 888 .88 0 D 857 - HIGHLAND AVE: (SUNSET POINT RD -to- UNION ST) CL 06 SA 21.1 D .504 1.98 T 13,466 704 846 .83 0 D 862 - HIGHLAND ST N: (9TH AVE N -to- 9TH ST N) SP 11 NA 20 D .083 .00 T 8,106 770 4,183 .18 0 A 864 - HIGHLANDS BLVD: (US 19 -to- ALDERMAN RD) CR 03 NMC 21.1 D 2.673 .00 T 7,090 370 1,235 .30 0 C 867 -1 -175: (1 -275 -to- 4TH ST N) SR 11 F 4F D 1.352 .00 T 28,755 1,471 3,910 .38 0 B 868 -1 -275: (MANATEE COUNTY LINE -to- 54TH AVE S) SR 11 F 4F D 4.861 .00 T 50,082 2,672 3,980 .67 0 C 869 -1 -275: (54TH AVE S -to- 22ND AVE S) SR 11 F 6F D 2.017 .00 T 75,562 3,865 6,150 .63 0 C 870 -1 -275: (22ND AVE S -to -1 -175) SR 11 F 6F D 2.002 .00 T 95,787 4,900 6,150 .80 0 D 871 -1 -275: (1 -175 -to -1 -375) SR 11 F 6F D .441 .00 T 124,000 6,343 6,150 1.03 2 F 872 -1 -275: (1 -375 -to- 5TH AVE N) SR 11 F BF D .445 .00 T 153,000 7,826 8,380 .93 2 E 873 -1 -275: (5TH AVE N -to- 22ND AVE N) SR 11 F 8F D .877 .00 T 153,000 7,826 8,380 .93 2 E 874 -1 -275: (22ND AVE N -to- 38TH AVE N) SR 11 F 6F D 1.027 .00 T 157,000 8,031 6,150 1.31 2 F 875 -1 -275: (38TH AVE N -to- 54TH AVE N) SR 11 F 8F D .948 .00 T 159,000 8,133 8,380 .97 2 E 876 -1 -275: (54TH AVE N -to- GANDY BLVD) SR 11 F 6F D 2.269 .00 T 149,000 7,949 6,150 1.29 2 F 877 -1 -275: ( GANDY BLVD -to- SR 686 1 ROOSEVELT BLVD) SR 11 F 8F D 1.929 .00 T 115,000 5,882 8,380 .70 0 D 878 -1 -275: (SR 6861 ROOSEVELT BLVD -to- 9TH ST N) SR 11 F 8F D 1.211 .00 T 85,500 4,373 8,380 .52 0 C 879 -1 -275: (9TH ST N -to- 4TH ST N) SR 11 F BF D .718 .00 T 119,934 6,135 8,380 .73 0 D 880 -1 -275: (4TH ST N -to- HILLSBOROUGH COUNTY LINE) SR 11 F BF D .735 .00 T 142,000 7,263 6,380 .87 0 D 881 -1- 375: (1- 275 -to- 7TH ST N) SR 11 F 6F D 2.333 .00 T 20,533 1,095 6,150 .18 0 A 882 - INDIAN ROCKS RD: (BELLEVIEW BLVD -to- MEHLENBACHER RD) BL 07 SA 21.1 D 1.550 1.29 T 9,892 517 846 .61 0 C 883 - INDIAN ROCKS RD: ( MEHLENBACHER RD -to- SUNSET BLVD) CR 07 NA 2D D .432 .00 T 9,892 517 1,297 .40 0 C 884 - INDIAN ROCKS RD: (SUNSET BLVD -to- W BAY DR) CR 07 SA 41) D .142 7.04 T 12,648 661 1,634 .41 0 D 885 - INDIAN ROCKS RD: (W BAY DR -to- WALSINGHAM RD) CR 07 SA 21.1 D 2.793 1.07 T 15,404 805 846 .95 1 D 893 - KEENE RD: (E BAY DR -to- BELLEAIR RD) CR 07 SA 41) D 1.526 1.31 T 25,806 1,348 1,767 .76 0 B 894 - KEENE RD: (BELLEAIR RD -to- DRUID RD) CR 06 SA 41) D 1.255 2.39 T 24,993 1,306 1,710 .76 0 D 895 - KEENE RD: (DRUID RD -to- GULF -TO -BAY BLVD) CR 06 SA 6D D .252 3.97 T 23,776 1,242 2,574 .48 0 C 896 - KEENE RD: (GULF -TO -BAY BLVD -to- DREW ST) CR 06 SA 6D D .393 5.09 T 25,421 1,328 2,451 .54 0 D 897 - KEENE RD: (DREW ST -to- SUNSET POINT RD) CR O6 SA 4D D 1.518 .fib T 27,902 1,458 1,767 .83 0 C 898 - KEENE RD: (SUNSET POINT RD -to- SR 580) CR 04 SA 4D D 2.032 1.97 T 26,214 1,370 1,767 .78 0 B 899 - KEYSTONE RD: (HILLSBOROUGH CL -to- WOODFIELD BLVD) CR 02 NA 21.1 D 2.301 .00 T 12,853 672 1,235 .54 0 D 900 - KEYSTONE RD: ( WOODFIELD BLVD -to- FAST LAKE RD) CR 02 SA 2U D .543 1.84 T 14,8661 777 846 .92 1 D 901 - KEYSTONE RD: (FAST LAKE RD -to- US 19) CR 02 SA 21.1 D 2.995 .67 T 25,328 1,323 846 1.56 2 F 904 - KLOSTERMAN RD: (ALT US 19 -to- US 19) CR 01 SA 4D D 1.275 .78 T 16,833 880 1,767 .50 0 B 905 - KLOSTERMAN RD: (ALT US 19 -to- CARLTON RD) CR 01 NA 21.1 D .745 .00 T 11,575 605 1,235 .49 0 C 908 - LAKE AVE: (EAST BAY DR -to- BELLEAIR RD) CR 07 SC 2U D 1.534 .65 T 4,098 214 627 .34 0 C 909 - LAKE AVE: (BELLEAIR RD -to- GULF -TO -BAY BLVD) CR 06 SC 2U D 1.508 1.99 T 3,990 208 627 .33 0 C 916 - LAKE ST GEORGE DR: (HIGHLANDS BLVD -to- TAMPA RD) CR 03 NMC 2U D .381 .00 T 5,080 265 1,235 .22 0 B 917 - LAKE ST GEORGE DR: (TAMPA RD -to- COUNTRYSIDE BLVD) CR 03 SMC 2U D 1.192 .84 T 5,080 265 627 .42 0 D 923 - LAKEVIEW RD: (MISSOURI AVE -to- KEENE RD) CR 06 SA 21.1 D 1.533 1.96 T 10,328 540 846 .64 0 C 942 - LIVE OAK ST: (US 19 -to- ALT 19) CR 01 1. NC I 2U D .457 .00 T 3,785 198 1,235 .16 0 B Fac Type: "F "= Freeway, "SA "= Signalized Arterial, "SC "= Signalized Collector, "SMC " = Signalized Collecotor (Major), "NA "= Non - Signalized Arterial, "NC "= NonSignalized Collector, "NMC "= NonSignalized Collector (Major) LOS Meth: "A "= ApCalc, "H "= Conceptual, "T"= Generalized Tables Abbreviations: "Fac " = Facility, "V:Cap "= Volume to Physical Capacity Def flag: "1" =VIC Ratio >.9 and LOS =A, LOS =B, LOS =C or LOS =D "2" =VIC Ratio >.9 and LOS =E or LOS =F Tindale- Oliver and Associates ;' Tampa, Florida Produced using: vTIMAS v1.163 Page - 9 Land Use: 252 Senior Adult Housing— Attached Independent Variables with One Observation The following trip generation data are for independent variables with only one observation. This information is shown in this table only; there are no related plots for these data. Users are cautioned to use data with care because of the small sample size. Trip Size of Number Generation Independent of Independent Variable Rate Variable Studies Directional Distribution llrnninrl n-'� llinn Ilniic Weekday 3.48 67 1 50% entering, 50% exiting Saturday 2.51 67 1 50% entering, 50 %.exiting Saturday Peak Hour of Generator 0.30 67 1 Not available Sunday 2.70 67 1 50% entering, 50% exiting Sunday Peak Hour of Generator 0.55 67 1 Not available Trip Generation, 8th Edition 0R71N, WL. RECG � 1 2099 483 Institute of Transportation Engine rs PLANNING � i Senior Adult Housing - Attached (252) Average Vehicle Trip Ends vs: Occupied Dwelling Units On a: Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 7 and 9 a.m. Number of Studies: 8 Avg. Num. of Occupied Dwelling Units: 214 Directional Distribution: 36% entering, 64% exiting Trip Generation per Occupied Dwelling Unit Average Rate Range of Rates Standard Deviation 0.13 0.02 - 0.27 0.37 Data Plot and Equation 140 130 X 120 - ----- -- - --- -- - 110 - 100 --------- - ----------- LL 90 -- ----- • -- ---- (D 80 -- --- ---- -- -- v............ .. .... s 70 ..... .. . . ... .. ........ ca60 -------------------- -------- Q II 50 -- -- ------ -- -- -- - -- --- --- 40 -- - -- -- / 30 :X 20 X X - ---- --- - - -, -- -- - --- 10 -- -- - X;" : ------ --------------------------- - ----- ----- X X 0 ; 0 100 200 300 400 500 600 700 X = Number of Occupied Dwelling Units X Actual Data Points Fitted Curve - - - -- - Average Rate Fitted Curve Equation: T = 0.19(X) - 13.86 R2 = 0.78 Trip Generation, 8th Edition 484 i Institute,of,T an plegation Engineers I Senior Adult Housing - Attached (252) Average Vehicle Trip Ends vs: Occupied Dwelling Units On a: Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 4 and 6 p.m. Number of Studies: 8 Avg. Num. of Occupied Dwelling Units: 214 Directional Distribution: 60% entering, 40% exiting Trip Generation per Occupied Dwelling Unit Average Rate Range of Rates Standard Deviation 0.16 0.03 - 0.31 0.41 � Data Plot and Equation 170 X 160 - --------------------------------- ------ ---------------- ----------- -- --- 150 - ----- ----- ........ ----------------------- ----- --- ---- -- --- ----------- 140 - ---------- ........ ...................... ...... -------- -- --- ------------- ---- 130 - ----------- ------------ I ............... .............. .................. ......... ---------- 120 - ----------------------- ---------------------- ....... --- •---- - - -- -- C: 110 ---------- ........... ......... ------- ................ ----------- - - 100 - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - -- - 90 - - ------ -------------- ---------- ----------- ---- - ----- ------ -- >1 -- --- (D > 80 - - -- ---- -- - -- - - -- -- ............... ------- -- --- ........... (D 70 . ....... --- ---------- - ------ - ---------- ------ - ----- ------------- ----------- 60 - -------------------------------------- ---------- .................... 50 . ....... I ........... -------- ---- ........ ........... ........... ----------- 40 - ----------------------------- : ----------- ...... ----------------------- :X 30 ----- - - - - -- -- ---- ---- --------------- ................... ------- 20 - ------- - --------- ...... ---------- ----------- --------- ........... X X, 10 - ------- ........... X: ---- ------------------------------------ ---- ---------- - - X 0 0 100 200 300 400 500 600 700 X = Number of Occupied Dwelling Units X Actual Data Points Fitted Curve ------ Average Rate Fitted Curve Equation: T = 0.24(X) - 16.45 R2 = 0.85 Trip Generation, 8th Edition 95%G%aA'-"%- Institute of Transportation Engineers INS X 02/22/2009 20:37 8133541 0PIIG311 *0.L REC 0 PALADI�� 0 � 2009 PAGE I�+I � PUMNING REAL, ESTATE PURCHASE AGREF]. WNT Ties real estate purchase, agreement (tt►e "Agreement') is made and entered into this 251h day of February, 2009 by and between O & P Investments of Tampa, Inc., a Florida corgoradon whose address is 4l AK Awl, 'ja�,lo _ a- hereinafter referred to as "Seller" and Riff BBNEMCIAL Acquisitions LW, a Florida limited habfixty company► or assign, whose address is 2206 Jo-An M, Sarasota, FL 34231, herawafw refbaed to as 'Tmrhasee. The Seller aud Purdtwer may hereinafter be referred to colIetdively as the "Parties:" This Agreement shall be efM "ve upon execution by both the Seller and the Purchaser (the "Effective Date'). RECLTALS WH>n =AS, Seller is the owner of 3.02 acres of land, located in Pinellas County, Florida, as more particularly described on the attached Exhibit "N, hereinafter refeaied to as the `Meal Estate; and vv HLRFA$, Seller desires to k2 aad Purchaser desires to purchase the Real Estate on the terms and conditions hereinafter set fort. NOW, THEREFORE, in consideration of the mutual promises and covenants herein contained, the Parties agree as follows: 1. i2EAL ESTATE. Subject to the terms hereof; Seller agrees to sell and Purehasra agrees to pu=haae the Real Rctate- 2. PRICE AND PAYMENT. The purchase, prim of the Real Estate shall be $One and shall be paid as a The Purchases shall pay an earnest money deposit of,� by cash or check within three (3) buchu ss. days of tine Effective -Date of this Agreeua�ent (the "Gamest Money Depositt -) b. Based on the outcome of a schedWed hearkg, to occur in early March: (1) if the result of that hearing is an award of Low Income Housing Tax Credits to the above referenced project; then on March 20, 2009, the earnest money becomes non-refundable but applicable to the purchase price. Further, as of April 15s', 2009, the Purchaser will make payments of 300fter month until closing; such payments non- refimdable, but applicable to the purchase price. Closing to occur by August 31, 2009. (u7 if the result of that hearing is not an award of Low Income Housing Tax Ore= to The above referenced. project, then based upon the award of ":matching funds" oAt. +u�n�o�aaeoa sansemo�FVaer,mvmo�,one,w 82/14 02/22/2009 20:37 8133541_06 PALADIUM PAGE 03/14 from the City of Clearwater, Pinellas County, the WM earnest money becomes non- ' refumdable, but applicable to Ile purchase price. An additional earnest money deposit oil will be paid 45 days a$er the May 26 application to the Florida Housing Finance Corporation, on July 10, 2009, non refuadublc but applicable to the purchwe prioe. Starting on August 15, 2009, payments of: per month will be made, ruon refundable but applicable to the purchase price, through October 15, 2009, on or about wMdh date an award decision will be made by the Florida Housing Frmancing Corporation regandiug this project. If there is an award of tax credits, a closing will occur by December 31, 2009, and the aMpaymenfs will continue ihnough December 15, 2009. If an award does not occur, this contract will terminate October 31, 2009. b. The Purchaser shalt Puy the balance of the purchase price in dic amours of the different* between and no/100 Dollars, and the cumAn tive amount of deposits made up to the point of closing based on the payment schedules outlined above in paragraphs 2(b)(1) or 2(b)(ii) as applicable in cash at the time of the closing as provided. in Paragraph 5, subject to credits and prorations as provided herein. The deposit paid pursuant to paragraph 2(a) above shall be deposited with Broad and Cassel, Vetch Bennett, as agent fox Pirst American Title Tnauranca Compa»y (MscrQW Agent") 390 N. Orange Ave., Suite 1400, Orlando, FL 32801. At the closing fie Escrow Agent shall deliver the escrowed funds to the Seller. In the event the ennditions set forth in paragraphs 5 and 6 are not satisfied or waived, the Escrow Agent shall deliver the escrowed funds to Purchaser at the time of the termination of dus Agreement. The Escrow Agent shall not require Seller's signature in order to release The escrowed fends. Purchaser shall be entitled to say interest earned on the escrowed funds. The Escrow Agent shall serve without compensation for its services, and shall exercise its duties m accordance with the termg of this Agreement and in good faith, but under no circumstances shall it be held liable to Sellef or Purchaser except fur acts constituting gross neglect of duty or dishonesty. Upon delivery of the escrowed funds in accordance with the terms of this Agreement, its duties as Escrow Agent shall terminate. 3. yr LggDUVU A= AND SURVEY. Seller shalLconvey title to the Rol Estate by general warranty deed at closing. Said deed shall convey marketable title in fee simple absolute, with roIease of dower, subject only to real estate taxes not then detiaqueut and easements and restriction of record that do not unreasonably interfere with Purchaser's proposed Acvclopmct- Aq of the date hereof, Purchaser has not examined the -tide to the Real Estate. -At least sixty (60) days prior to closing, Purchaser shall obtain, at Pmrctasees expense, an ALTA Owner's Title Insurance Commitment (the "Cornuuitmenf) and a UCC-11 search, vAuieh will commit to itasure title to the Real Estate in accordance with the previous sentence, and will ftrraisih copies theteof to Seller. If such Commitment discloses any title defects or other sitter which, in Purchaser's sole judgment, inters with Furchaser's intended use of the Real Estate, or which renders the title unmarketable, then, prior to closing, Purchaser shall provide written notice of objection thereto to Seller. In such event, if Seller is unable to or does not eleot to remedy any such title defects or other such matter of title at Seller's sole cost and expense on or prior to Sue closing dale, then Purchaser at its election, may either acquire the Real Estate subject to the of bd of the same or terminate this Agreement without further liability to either party, and the deposit shall be retmahed by the Escrow Agent to Purchaser. Purchaser shall, at the closing, PAS— Template, 25-Feb-09, I1.08 e sir ®R 2Q� �Q / OFLIU EALEM019=2 } 3zsaaa0ar,yn�10 AM R. RE�IGII V01 b 02/22/2009 20 :37 9133541co6 PALADTUM PACE 04/14 pay for the cost of issuance of an ALTA Title b wnanoe- Policy'io Purchaser in the amount of the Purchase price. Possession of the Real Estate shall be delivered to Purd aser at closing. ` If there' are any buildings or other structures on flee Real Estate, upon request by Purchaser, Seller slraII have such bu adinSs um Yor other structures removed from fhe Real Estate prior to closing During the term of this Agreemeut� Seller shall not convey any intcrest in the Real Estate withcut the prior written approval of Pu rci ser. Within 10 days from the Effective Date of ties Agreenieat, SAW shall, at its expense, provide a survey, prepared by a registered surveyor and which shall be updated at request by the Purchaser, at the expense of Purchaser. The legal description prepared from this survey Shan be used in the Seller's deed, provided that the description is approved as cannot, by all appropriate governmental authorities,- . 4 4. RE&L ESTATE TAXES AM AS S . Real estate taxes shall be prorated as of the date of the closing, based upon the amount of the most recent available real estate tali bills. Seiler shall be responsible for any real . estate taxes that are recouped.or. recaptured as the result of Purchaser's proposed development of the Real Estate. Seller shall also be responsible for all assessments against the Real Estate (whether recorded or in the process of being certified) as of the date of the closing including any deferred sewer or water top4m fees. All delinquent real estate and personal property tastes and any amounts owius on the lien of any general or special assessments shall be paid by Seller at the time of Closing. If the amount of the real estate taxes prorated at the closing differs from the amount of the actual real estate taxes for the taxi period in question by more than ten percent (10%), the Parties will reprorate based on the actual tax bill and credit the appropriate party whbin thirty (30) days after receipt of such tali bi1L Seller shall be responsible for all conveyance fees and other "taxes" associated with the conveyance of the Real Estate. 5. CONTJWGRTCM DUE DILIGENcR. Fx=NSIONS di CLOSIlVG. 1-mchaser intends to construct certain improvements on the Real Estate. Sy reason ihereol; it is necessary for Purchaser to make certain determinations as to the suitabftity, of the Real Estate for Purchaser's proposed development. Therrefore, the consummation of fftis transaction is conditioned upon: a. i' Foasibilfty glad-y. Parobaser shall doternnino whciher theca is adequato access to the Real Estate, whether utilities are existing or will be existing to serve the Real Estate, and whether soil and subsoil conditions, as well as other economic factors, will permit fhe efficient and economical construction of Purchaser's proposed improvements. Purchaser, in its sole discretion, shall determine the feasibility of the its intended use of the Real Estate, based upon but not limited to following: access to the Real Estate, availability of utilities adequate to serve the proposed improvements, soil and subsoil conditions, conditions, water and drainage, conditions, the oliistxace of wetlands, and any oilier factors affrecting thus cHicient and economic construction of the Purchaser's proposed, and intended use of the Real Estate. PAgr— Template, 25- Feb49, l 1:08 QMr4A =n1a1OW2 .3. s:osa=9WBdzt121&007 1009 AM 02/22/2009 20:37 8133541_6 PALADIUM PAGE 05/14 ' b. Development . plan ARR ova. Purchaser shalt have obtained, at its expense, from all appropriate governmental authorities and public ufalibc% all necessary zoning approvals, change of comprehensive land use plan, subdivision approvals and other site plan approvals for Its proposed development. e. Tltie and Snrvev Defect. 11; in the Purchaser's sole discretion, the Comamitment, the lien search, or the survey reveal any defects affsokting title to the Real Estate, The Purchaser shall provide the Seller- notice of such defects as soon as practicable. The Purchaser may either waive the defects or request that the Seller con -eet the defects solely at the Seller's cost. If the Seiler refuses to cored the defects. the Purchaser may terminate the agreement -and, notwithstanding any provisions herein to the contrary, receive a fhE ref and of any Eamest Money Deposit, any Additional Deposit and any Extension Fees. d. U- Wines. All utilities, including but not limited to, stoma sewer, sanitary Dower, water, gas, electric and cable, will be available to the property Iine of tho Resat Bs ate. To Seller's knowledge, these is no fact or condition which would impair Purchaser's ability to top-in and use said utilities for the development of the Real Bstatiw Purchaser shall have obtained, at its expense, arty necessary utility easements from adjoining property owners on teams and conditions acceptable to Purchaser. e. an Purchaser shall have obtained financing, on terms and conditions acceptable to Purchaser, for the acquisition and development of the Real Esu te. £ Due Dilisve»ce 'nd: Purchaser shall have One Hundred and Twenty (120) days ("Due Diligence Period') from the Effective Date of this Agreetawt� to satisfy or waive the conditions set foilh in paragraphs 5(a) through 5(e) above. Amchaser in its sole discretion shall determine whether or not a ootidWney has been satisfied. Upon the failure of any of the above contingencies to be satisfied within such time period, Pura n= may elect either to waive such contingencies or to terminate this Agreement . Upon sansfaction of the foregaiag conditions, Purchaser shall immediately notify Seller, and a closing shall be held at a mutually agreed upon time as provided in this. Agreement. Seller- shall cooperate with Purchaser in obtaining the approvals required pursuant to this paragraph 5, such cooperation to include, but not be limited to, the execution by Seller of any and all documents needed by Purchaser to obtain petmiis and approvals. Seller hereby grants to Purchaser authority to apply for, site plan approval, development plan approval, and clearing and building permits prior to the closing, and Seller shall execute any and all documents as may be required by the appropriate governmental agency to evidence such authority. g. Ext melon Period; Purchaser shall have the right to extend the closing and dne diligence period for the payment of $8,000 ($) per 30 day "(Mdansion Period ") for three (3) Extension Periods, until March 31, 2010. The extension feels) shall be paid to Seller upon notice from Purchaser to Seller to extend the contract. All extension fee(s) paid to Sadler shall be non- refundable, but applicable to the purchase price, and shall be deemed to be liquidated damages in PAgr— Tesmplm,- 25-Feb -09, 11:08 4- fve easa=W I= Mrs N a � WF 7SEP IGI 2 02/22/2009 20:37 8133541ku6 PALADIUM PAGE 06/14 the event ibis transaction does not close and is earner) as such by Seller: r IL Clad X. Closing to occur no 1atec than Dee 31, 2009. unless both parties u&= to cnxtmd fc closing date. (a) Seller shall execute and/or deliver to Purchaser at Closing the following: (1) • A Special Warranty Deed executed by Seller conveyiaig fee simple title of the Property to Purchaser, subject only to the Permitted Exceptions; (ii) Purchaser is responsible for the survey and if the Feel Estate closes. (iii) A non- foreign a lfficate in compliance with Section 1445 of the Internal Revenue Code; Qv) - An assignment or assignments of all of Sellces right, title and interest with regard, to all development rights., Permits, licenses, consents, approvals, benefits soil tests, development plans engineering plans or specdcations, Nests, reports, studies, appraisals, analyses, or transportation capacity reservations or certificates, and similar documents or information Which Seller may have in its possession and pertaining exclusively to the Property (tie `Pevelopm at Rights'), thereto, is form and • content satisfactory and to the appropriate govezmment8l agency or entity having jurisdiction thereof. (v) Closing Stateaaeat; and (vii) Such other customary documents as reasonably may be reasonably . required to consummate the transaction contemplated by this Contract, or which may be requiTW by •tile Title Company tin order to issue the 'Title Policy as required by the 'Illtle Commitment (b) Purchaser shall execute and/or deliver to Seller at Closing: Q) The Closing Statement; Cu The Purchase Price, subject to credits -ands prorsiions as provided herein; . and (iii) All documents required hereunder In order -to consummate: this Contract, and such otter customary documents as reasonably may be required to consummate the transaction oontcmplated by this Agrc=cnt, or winch may bo raquixcd by the Tittle Company inn order to issue the title policies descr!W to this Contract. L Clos —In E7menses. The cost of any co=ctive instruments or actions shall be paid by Seller on or before Closing. 'Tire cost of recording the Deed, the Survey, the title insurance preraftmn and any title search charges or other oharges pertaining to the 1 [tie Commitment and the owners title insur me a policy shall be paid by the Purchaser on or before Clodn& Bach petty shell bear and pay its own attorocyd fees and cxpcasm PAW– Templar, 25 Fcb-09, 11:08 •5- COMMMEMOINM a MdWf2t4MT1O:WAM 02/22/2009 20:37 81335412u6 PALADILH PACE 07/14 6. SITE INVESTIGATION AND CONDMON-10-F—REAL ESTATE. Seller hereby grants to Purchaser a temporary liccmac to enter onto the Real Estate to conduct such engineming and soil testing as it dews appropriate. Purchaser stall conduct such site investigation in such a manner so as to minimize any damage to rite Real Estate und, to the extent jmcticable, Purchaser shall promptly restore any daazt>aged areas of the Real Estate to its condition prior to Purchaser's entry on The Real Estate. Purchaser agrees to indemnify Seller from and against any loss or damage incurred or suffered by Seller relating to any activities of Purchaser, its employees or independent contractors, on or about the Real Estate prior to the date of closh g here der. Prior to the closing, Seller shall not make any material alterations to the Rest Estate without the prior written consent of Purchaser. Within ten (10) days after the date of this Agmeatent, Seller shall deliver to Purchaser copies of all engineedug reports, environmental (plad and animal) reports or environmental site assessments, topographical maps; soil tests; feasibility- studies, easemeutegreEmen% subdivision approvals, title insurance policies and surveys in Seller's possession pertaining to The Real Estate. Seller represents and waarnts to Purchases that as of the closing, the Real Estate shall be fiiee from any and ail city, county, state and federal orders affecting the Real Estate. Seller farther represents and warrants to Purchaser that Sella has not received notice of any violation of any applicable federal, state or local statute, law, ordinance, order, rule or regalatiion or of any covenant, condition, restriction or easement affecting the Real Estate. Seller farther represents and warrants to Purcbaser that, to the best of Seller's knowledge, the Real Estate is free from any and all limmdous substances and wastes, asbestos, underground storage tanks, PCB's and wet lands. Within sixty (60) daya following confirmation of financing, Pu dram, at its expense, shall perform an environmental audit and wet lands assessment on the Real Estate. In the event stint audit discloses the presence of hazardous substances, wastes, asbestos, umday%ountd storage tanks or PCB's, Shen, unless Seller agrees, within ten (10) days after Seller's receipt of notice of the results of such audit, to remove and clean up any such hazardous substances, wastes„ asbestos or underground storage tanks and to pay the costs of such removal and clean up prior to the closing date, ..Purchaser, at its Election, may either acquire the Real Estate without requiring the removal of such hazardous substances, wastes, asbestos, underground su muzo tanks or PCB's, or may tenninate this Agreement by written notice thereof to Seller, in which ease any deposit made by Purchaser shall be returned by the Escrow Agent in fall and neither party shall be under any hither obligation hereandar. Additionally, m the event such wet lands assessment discloses the presence of wet lands in excess of one - third (1/3) of an acre, Purchase shall have the right to to mnate this Agreement by written notice to Seller, and any deposit trade by Purchaser shall be returned by the Escrow Agent in full, and neither party shall be under any farther obligation herenndcr. 7. ,ADDITIONAL ORTIGATTM O-F- SFT�LM Not Applicable: PAgr— Tamplatc, 25- Feb-09,11:08 ONLIVMOl1ESR1019=2 3ZMWM PUB da 1ZW WOT 1Q= NA -6- 5� 0 2409 �= n�M1�G 02/22/2009 20:37 8133541L.6 PALADIUM PAGE- 08/14 a. COOPERATION A _ Pwchaser will need a variety of exclusive and non - exclusive public and-private, permanead and temporary utility, drainage, right of way, Smdin& access, ingress /egress and roadway casement(s) to facilitate its fit= development of sflbject property. Seller hereby agrees to lolly cooperate with Pumbam in granting and signing said easements, as needed, and/or assisting Pmahaser in obtaining same from required third Parties. The co-,t of design; deiiz gnatian, nnA recording of those easements shall be borne by Purchaser: 9. S`ELLER'S RFI SENTATiONS AND WARRANTIES. Seller represents, and covenants to Purchaser as to the following matters, and shall be deemed to remake all of the following mpresentadons, warr=dcs, and covenants as of The date of Closing. a. No C_o= mfae Necessar -y. Seiler has the legal rigltt, power; capacity and authority to enter into and perform its obligations under this AgeemeA and no approval or consent of any other person or entity is necessary to authorize the cmMion of this Agreement by Seller or the•oonstmumatian by Seller.ofthe transactions oontemplated,hereby. The execution.. and delivery of this Agreement and every other docurraent delivered punmant to this Agreeno-ent by Seller, and the consummation of the transactions contemplated by tills Agreement have been duly authorized and validly executed and delivered by Seller. • b. No MRMonz. Seller has not received any written notice (i) of any violations by Seller or the Real Estate or any part thereof; of any law, rate, regulation, order or ordinance or (ii) from any insurance company of tho cxisten a of any material and adverse condition which requires work to be done to cure such condition with respect to the Real Estate. and Seller has no knowledge that any such notices are forthcoming or that any such conditions or violations exist. C. No Pezidloogr Proeeeftgs. The Seller represents that there is no pending or t uvateaed, condemnation action, litigation, arbitration, a I , i Ish -alive action or cxaminat ion, claim, demand, attachment, execution or similar proceeding whatsoever, relating to the Real Estate or Seiler which would adversely affect the Real Estate. Seller a3hall immediately notify Purchaser of any such claim or proceeding which is made, filed, ttaeatened or instituted by or against Seller or the Real Estate after the date of ibis Agreement. d. No Third Part_v_RfAM The Seller represents that no tenant or other third party has any agreement. option, or other right of first refusal. to pruchase the Real Estate or any part thereof nor does any party have any occupancy rights with respect to the Real Estate. e. fig. Seller represents that the current zoning of the Real Estate is CL 29i f. Access. Sa Uer has no knowledge of any fist or condition which would resent in the termination or impairment of aaceem to the Real Rate from adjoining publio or private streets or ways or which could result in discontinuation of neoessary sewer, water, eiectdc, gas, telephone, or other utilities or services. To Seller's knowledg, ail sewage, Mgr-- Template, 25- Feb - 09,11.•08 oaa��aTaarascaos 32MOMPMOWWAMUMDAM .7- '6g q 1 20 j 02/22/2009 20:37 8133541286 PALADIUM PAGE 09/14 sanitation, pbmAnng water retention, refuse disposal, and similar facilities servicing the Real Estate are in full complia= with governmental auhorities' laces, Hiles end regulations. & UgHtfes. All ut0itiea, inclu&W. sanitary scwcr, water, gas, elccAnr- nncl cable, are available to the property line of the Real Estate, To Se lees lomwledge, there is no fact or condition which would impair Purchaser's abii ity to tap-in and use said utilities for the development of the Rest Estate. IL Assessments. Thorn' are no public improvcments which have been ordered to be made and/or which have not heretofore been assessed, and there-am-no speoial, general, or other assessment's pc7udm& or to SalWs knowledge, tbreatened against or affecting $1e Red Estate, except for the sanitary sewer pump station. L TMird E2111M. Seller has not entered into, nor is aware of, any contract, lease, Berk encumbrance, agreement or right of possession, which cannot be c anceledhetminated by Purchaser within a 30-day notice or less: - Nor does any Third Party: ham any rights) of occupancy, worded or prescriptive easement(s) or usage with respect to the subject property, at law or In equity. J- Survival of WnmayMm Each of the foregoing xepresentetioas and warranties sbatl survive the Closing and any independent investigation by Purchaser. 10. FMMENT DOMAIN. A prior to the closing, any }proceeding shall be threatened, commenced or consummated for the taking of any ,part of the Real Estate for public or quasi public use pursuant to the power of cminem domain, then Seller shall forthwith give notice thereof (the "Condemnation Notice') to Purchaser: The Condemnation Notice shall, if possible, be accompanied by a 8lsetah of �e portion of tlrs Real Bsts� which w01 the affected by such talsi ag, and a metes and bounds description delineating the area to be affected. If any such taldnx contemplated talang or featened taking shall occur or be commenced, then Purchaser shaft bate the option to terminate this Agreement upon written notice to Seller given not later than ten. (10) days after receipt of the Condemnation Notice or go forward and take an assignment of Seller's condemnation award. In the event Pur+rahaser elects to terminate this Agreernent, any deposit made by Purchaser shall be returned by the Escrow Agent in full, and nci&c r party shall be undcr any £urtihcr obligation hamundrr. 11. ' DEF ULT.- i. . SY„ CHASER. IF THE CLOSE OF ESCROW FAILS TO OCCUR DUE TO A DEFAULT OR BREACH BY PURCUASER OF ANY MATERTAL OBLIG*TION I HEREUNDER, SELLER SHALL BE ENTITLED TO RECEIVE AND RETAIN THE EARNEST WON" DEPOSIT AS WALL AS ADDITIONAL FEES PAID TO SELLER AS FULL AND COMPLETE LIQUIDATED DAMAGES AND NEITHER PARTY SHALL BE UNDER ANY FURTHER OBLIGATION HEREiDWM TIM PARTIES ACKNOWLEDGE AND A.Ga= THAT THE DAMAGES TO SELLER IN THE EVENT OF PURCHASER'S DEFAULT OR BREACH WOULD RE BOVSSIBlLE Mgr— Template, 25-Feb-051, 11:08 �14REACES1i10190802 Fvzwriz%=7 imAM t I 0 ��t�,1�AQ. `� I 02/22/2009 20:37 81335412u6 PALADIUM PAGE 10/14 TO ACCURATELY DES THAT PROOF OF THE AMOUNT OF SUCH' DAMAGES WOULD BE COSTLY AND INCONVENIENT AND THAT SAID SUM IS FAIR AND REASONABLE IN LIGHT OF ALL OF THE CIRCUMSTANCES li` i �TnN I 019 THE DATE OF THIS AGREEMENT, INCLUDING THE PARTIES' ESTIMATION OF THE POSSIBLE RANGE OF DAMAGES TO SELLER IN THE EVENT OF SUCH A DEFAULT OR BREACH BY FURCUASERL SUCH LIQUIDATED DAMAGES SHALL BE SELLER'S SOLE AND EXCLUSIVE FJ01EDY FOR PURCHASER'S DEFAULT OR BREACH. THE PAYMENT OF SUCH AMOUNT AS LIQUIDATED DAMAGES IS NOT INTENDED AS A OR PENALTY, BUT IS MENDED TO CONSTITUTE LIQUIDATED DAMAGES TO SELLER. SELLER AND PURCHASER EACH',CONFIRM THEIR AGW99MMA TO TEE FOREGOING BY INITIALING IN THE SPACE PROVIDED BELOW. ii. MEILLEJR. IN THE EVENT THE SELLER SHALL DEFAULT IN THE CONSUAMIATION OF TH1SS AGREEMENT, THE SELLER AGREES THAT THE PURCHASER SHALL.- HAVE..ALL REMEDIES AVAII.ABLE AT LAW Olt IN EQUIW, INCLUDING, BUT NOT LIMTI`ED TO, SPECIFIC PERFORMANCE. Seller's Inft98ls1� Purchaser's Initlals�F? 12. • ASSIGNMENT. This Agreement may be assigned by Purchaser without the consent of Seller, provided that in the event of an assignment of this Agrement by Purchaser, Parr.baser shell not be released from any of its obligations under ibis Agreement. 13. =� . Any notices to be given hereunder shall be ,given by planing Me notice in. the United States Mail, certified or registered, properly stomped and addressed to the address shown below or such other addresses as the respeadw party may direct in vniting to fho olhe4 by personal delivery to such address, or by facsimile won (with receipt of transmission) and such notice shall be deemed effective upon such placing in the mails, on the next business day following delivery to a nationally recognized overnight delivery service, upon such personal delivery, or on the date sent via facsimile (with receipt of musmission): Name: (�L� �N% is Adds cse: 53 as p. CitglStatc:�o-n"P 4.� . Attn: Y.�4 Phone: F/I Fax• � 3s —!a o Email: ' o r b i 3 OS- 'i z n mot" With ooh Lu: Name; Address: Cify�StAte• Attn: Phone:(----) PAgr — Template, 25- Feb -09, 11:08 -4- OALlMA1FSR1MOM2 0 92/22/2669 20:37 Me With earto: 8133541Lu6 Fax: ( 1 EMMM: PALADIUM Name: RLI EENE MUM Acquisitions YJLC, a Florida Moulted lishUlty company Address- 2206 Jo-Aa Drive CitylState: Sarasota, FL 34231 Attn: Dan Paxton/ Robert Lomas Phone: (941) 929 -1270 Fax: (941) 929 -1271 Email: dpsaton @beneficialcom.co= Name.: Broad and Cassell Address: 390 N. Orange Ave, Suite 1400 CitytState: Orlando, F7, 32801 Attn: Versa Sennett Futons: (407) 839 -4200 - - Fax: (407) 425-5377 Email: broadaudeasseLcom PAGE 11/14 14. INVALID PROVISIONS, In the event that any one or more of the provisions contained in this Agreement are held to be invalid, illegal or unenforceable in any respect, such invalidity, illegality or unenforeembility shat] not affect any other provision hereof; and this Agreement shall be construed as if such invalid, illegal or unenforceable provision had not been oontslned herein. 15. The Parties do mutually represent to each other that no brokerage commission shaU be due upon the execution of this Agreement or the transfer of all or any part of the Real Estate other than a —T percent ( %) broker's commission to be paid by Seller to W &c6 C d&ll at the closing. The Parties agree to hoId each other harmless and indemnify each other as a result of a claim for a real estate commission awarted by any other broker as aresult of any dealings with cid= party hereto. 16. FORCE MA3EDRF. Neither party shall he liable fur. nos mfbrz nan,ce or delay .- . in performance due to any rlct of God; regafation or law of any sovernment; riot; civil commotion; destruction. of the subject Real Estate by fire, earthquake or storm; strike; labor disturbances; or the failure of any public utilities or common carriers. 17. ME39 LLANEOUS PROVISIONS. a) %ce Flog tin and Assigns_ This Contract shall be binding up= and inu m to the benefit ofthe parties hereto and their respective successors and assigns. (b) Aamendment3 and TermSnation. Except as otherwise provided herein, this Contract may be amended or modified by, and only by, a writ= instr ument executed by Seller and Purchasci; acting v'y their respective duly authadzed agents or represeamdves. PAgr— Templaw,25- Fcb-09,11.09 oRLIMaxsnImaoaaa -10- aaYSaroasepvsmor�mv�a� toaeAM n 02/22/2009 20:37 8133541ka6 PALADIUM PACE 12/14 3 (C) Governing. Law< This Conh=t shall be governed by and construed in accordance with the laws of the State of MOB& (d) Section Seadu_gs. The section headings inserted in ibis Contract are for convenience only and are intended to, and stall not be construed to, limit, enlarge or affect the scope or intent of this Conu=4 nor the meaning of my provision hereof. (f) ComRta°.marts- This Contact may be executed in two or more counterparts, each of which shall be deemed an original, but all of which together shall constitute one and the same document. (g) Fatim Fat' Understandj= Meurer of Prior Agmuzents. 'The foregoing Agreement contains the entire un&wtanding between Seller and Purchaser relative to the subject mWaer hereof and no oral representations heretofore made by either party to the other sbail be binding upoA either of them. This Contract supersedes all prior agreements and un,derstaadings between the parties hereto relating to the subject matter hereof (h) Tmae Time is of the essence of this Coaaact. When any time period specified herein fells or ends upon a Sat uz&y, Sunday or legal holiday, the time period shall be automatically extended to 5:00 P.M. on the next ensuing business "day. IN WITNESS WHEREOF, the Parties have hereunto sett their hands on the day and year below indicated. SELLER: ��1 s PURCHASER: RLI BENEFICIAL 6equWdons LLAC, a Florida C ty Co S}r_ e4/!e w Date,: % a PAST — Template, 25- Feb-09,11:18 anosaa w8�su�oarea�ar� F6RIGINAL REG'� SEP 01 2009 I t .r 02/22/2009 20:37 8133541.0 PALADIUM PAGE 13/14 ESCROW ACKNOWLEDGEMENT The underAgued ackaowledges reocipt of the ($ ) eamat momey deposit and agrees to hold such funds im acoor ance with the temss o£iiiis AgreeanieaL ESCROW AG�MM. PAgr —Tmnp =625 -Feb- 09,11:48 ontura tE8i110f50802 920541W VFWdCi7N1= "=AM -12- I i } j i I 1"- 02/22/2009 20;37 8133541. PALADIUM f Rory i . ffitffi161t aA^ . • Y Desgription . WlBZREAS, Suer is the owim of tbroo -fl- (3.02) awes of lated, Pasvd Number 1,1 .685 pmud # 23.25.15E and Pame2 Nmnber 2.1336 acres, pave! 4 23- 25-15L tacaced Ou Higbhnd Ave Barg Banry Street, City of CleftwaM McUsa Camoy. FWAdq as mom psrdoAMW d edam�the a ibit�A ", bes+e�oatterrefened fins theitesl Estes ; and PAGE 14/14 '- A9M1�OCa7)uDB� W �I 1� r E i! Ml A It 6-FT HIGH WROUGHT 16x16 MASONRY IRON OR ALUM. FENCE COLUMNS Pineberry Seniorl North Elevation Clearwater; FL Prajed P 07 -2182 OPOMANDMUM wONXI xxn.. e.. rrerm�wrwtrna�a�+ rom.w diu. awrwornra. rrrytrrwwr4d• wdaw. wrwra. mr�ooa. aa.. wrrwa. osora,. dawam�r .aww..�.we,.r„v.ne,�auw..aw o.rRrPd�rayr. D OC T 2 7 / DEVE...OPI:tENT SEhVICES DEPT C'T'( OF CLEAFiVYATER r r f ..IL' GRAPHIC SCALE (IN FEET) 1 " =29 Date: 10M5/09 SCALE:1 " =20' FORUM ■ ARCHITECTURE & INTERIOR DESIGN, INC. ,+sawbram omilr 0ow:4md04400 rc QTA"a r ' 1 a � � �� •"�� BARRY STREET i PLANT SCHEDULE im mum cm cnl sae azwexs Io T In apam 'bN Pdalha' MnaHCan Haft - x.s't:al 10' -I]' ItL, 5' -e' Sp. fblha 11 b9matmaniv WM 'IMchm' tblcMi Cmpa wrAM - 2'Cd 9' -10' Hl, 3' -4' SP Dm qM Td.M lMr 2 Hagrolb 7an0f0ma 'D.D. 619mhard TN SvuNan Ma9m9a 15Tn1 10' -12' M. 5' -6' Sp. Dm Tebmnt l6 ] Mpgmlb 9mmllbry 'L1HIa Cam' Marl 3 «Nam Hagnaly - x.5'COl 10' -I]' ItL, 5' -6' SO• .—. 11vll+a, 0rmght ivbmnt M ON 14 0.— 491dam 'OMK IYgMav Wa Odr - 2.5C.1 10' -12' M., 5' -6' Sp. We . Dr ht Tvlamnt 0 m ������''}} SP 3 Sabel ml—K. Sabd P." - 10' - 16' .. 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FENC.. ...._......... _ - r r warrwrwi.Yrr...tirre..�w�ru.y�rw r. rr rrrw�rtr. rr. rrrraM�rr�+ awrra ...rr. ■r�r.�.r.wr.�irr�rtiwrrrr� rrdrRr�raryr. v _ 4 n r :-r, - GRAPHIC SCALE '0 0 10 20 40 (IN FEET) 1 " =20' Date: 10/15/09 / SCALE:1 " =20' FORME ARCHITECTURE & INTERIOR DESIGN, INC. 745 * , wwa"iitm * VLmum ZWA"43 — J.— Narewm. F Q ¢ Q p A Z p eL TURNER ST p ; IE 2 O O W a h z `FINE�II ST u (n Z O �u Ir U Y Lj p JAM INE WAY JASMINE WAY Z ISM , a W mt® Q ¢ C7 Q Q MAGNOLIA OR Q U Q O' � Sandcm ne � � •�.: � W N GLgGNOL1.A Z a /•• 0p • . ul W LoTUs PATH LOTUS PATH g Q LOTUS z &1DLEIGH o aF6gsMne. N ST JEFFORDS ST JEFFORDS ST BARRY ST BA Y RD _ST 0 0 . �:� O ST 3: TUSCOLA �� � Lo W RD ST W ESTELLE (`�1 a cn .'ilia :: 'y z BR MING ST PROJECT 0 ® SITE z -M•_ oR -088 !if.: •:E.:;: LAKEVIEVr RD p NORMANDY PARK OR ''� Etnilt :8A11V1' -. r::::::.:'' Ofd .:':':::::':'.:::�'.:•::• ='�':. •::�- •:•:'.��'' Fri• _ 0 r- ¢ h v A. Vim .. v. �u [E�+!orrf:.:•::�,�:•_:.::;:'' iii :�::::';:`:::.;��;_.:::'• ;'•= LOCATION MAP Owner: O&P Investments of Tampa, Inc; Case: FLD2009 -09033 RLI Beneficial Acquisitions, LLC Site: 1225 S. Highland Avenue Property Size: 3.22 Acres 1541 Barry Rd PIN: 23- 29 -15- 29034 - 000 -0060 Atlas Page: 307A 23- 29 -15- 00000 - 210 -0310 4 lr� u 1 10' W 7 1105 110 h � 110 o W 1111 a 111 1111 2 p N N b h N tp Z JEFFORDS ST T b 1200 Z 1201 Ain D 1212 BARRY BARRY RD 1 122 22 ^ 122s 122 /./. 122 l 122 1227 123 3 1234 W 1231 123 ) 1236 Q 1238 2 TUSCOLA RD 123 5k 1235 1238 1240 1235 h W Y 1239 1242 D 1235 124 1244 l� Q1243 1246 1235 .::• •. :..• _ :.• �:..:..,. -.. 124 1250 'B: ; S..y..�.. 1254 ; �/5:.;: ieh .• -. ;' '.- v ; •: '- .1247 - = -.-.va...:•+0::'::t ;';; , 1248 1256 1235 N : i:•?: �L' IN�N'�R`D.;i:.:.::;:'-= ;:;.�: -" 1251 1258 �,`.C:•.e ^;:::_'..;i: 125 1260 1267 --.-••-.•'..:',: r';':•: 125 1255 1260 :: -:: ��:��'•` .',':�.� =- '' :'-•'~ �� >26� 1262 1269 1235 1266 _ �26s 1268 - - ,. - _. .•'•' ' :•:`; •...•'.. 12664 .1270 1277 N Et L ::.r;:::.::�.... :ri:.: - 1280 ZONING MAP Owner: O&P Investments of Tampa, Inc; Case: FLD2009 -09033 RLI Beneficial Acquisitions, LLC Site: 1225 S. Highland Avenue Property Size: 3.22 Acres 1541 Barry Rd PIN: 23- 29 -15- 29034 - 000 -0060 Atlas Page: 307A 23- 29 -15- 00000 -210 -0310 ��3 126 1289 3 �:.:•. , X35 128 t :: ...:'•:•. ;.;:.:' ..:::...:.:..:' ':::;' -;.:: 8 4� 128 — — — — — �': ';;:.:: ; _`:. ; o - ;' '.:.: ; :::'' .:. '.; • • • `f04 126 A f':: ;- .':::: • '-'2pp� :•24 .�2 a ..�a: -; �•'',� • ; r ip3 181 127 1277r a,.za = :'•'.; :_:_::::::'.::;.I'� "... cs. . tot L9034 z v 128 O a : >': };: :.'.:• ":''•': ^.:i'':' :::f' ?:- :r'•rrti .::...;: .; x.::4•:::::.2';;.: ":� ?•;:::: :':: ;:;; .:� &r;:; ':_�a;�: ?, EXISTING SURROUNDING USES Owner: O&P Investments of Tampa, Inc; Case: FLD2009 -09033 RLI Beneficial Acquisitions, LLC Site: 1225 S. Highland Avenue Property Size: 3.22 Acres 1541 Barry Rd PIN: 23- 29 -15- 29034 - 000 -0060 Atlas Page: 307A 23-29-15-00000-210-0310 10 1 12 8 8 110 -7105-- 1 13 11 ^ ^ h N N 11 1 13 4 40 41 4 42 2 2 11 1 1111 11 1 111 � a a° 2 w w 12 1 14 y w O O b b t y 2 h hag to t tn t to .4 4 411.4 2 215.8 T T•� - R R 330.85 R R L13561 � N 4 40 a T" a O Offices h h h �l h 143 1 145 147 1 153 120 8 W 81 80 7 79 7 78 6 1 140, 1 1% 148 1 1506 1 15� 1 154121 Q Q Y 1201 L 6509 s s Y LO 7 7 7 7 Q Q Q Q p p 7 70 71 7 72 N 7 73 p t 57.51 to L Lon BARRY S ST B BARRY RD t 82 R Retail Sales /Service U Sim 8 U to 12 1 12 2 1221. — 6 as a as s 66 6 65 sa 12 1 3 1 12 D _t a Detached 112 — _ 1 454y 5 55. Dwellings s s8 ^ 5 59 as 12 1 1231 t tss 123 — — F r a 52 TUSCOLA RD as 12 k k I 1235 — I A " asos3 5 " h � 90 1 t o q q � 5 � � � � h h h � � I I 12 1 — �— A Attached Dwellings 5 53 5 52 s s, 5o I 4 49 1 48 12 Q 1 109 1 124 4 1 y1�:y . :. : : :.:'::::::::.. = = • ::°:'::i6 : 1 4 O Q l l .- •:•: •:::::•: 419 `° ' : 107 • 125 r _ a 4 r_ X231 r h 1 1r ... ............ :......i 96 12 1 — —128 1 128 i 1. J • ••: =:: ._: • •. : :� -::. , , : :.::i..;.:::! :en::'`�'.-''i�::: 125 1 10a — 128 3$- :::::3a! • - -iY f f }}:;.... � �i�. t }`!r:}; { {::' ::e, iE 160 : 3 110 � nos Oct '10, W 1111 111 1111 Y w O Q O 2 5 ,200 = 1201 1212 a a s a Q BARRY 122 122 1225 122 1227 122 123 Ll 123 ; 1231 1234 1236 Q 1238 123 3 1235 W 12384 1240 1235 1239 124 Y 1242 1244 O1243 1246 1235 124 1250 1247 1254 1246 1251 1254 1256 1258 125 1260 1267 125 1255 1260 >ys� 1262 1269 1266 1268 126 v�ss b N� 'irnT iO 1270 1277 v 1280 h IR 1235 1235 1235 N N � A� HDR y a z i N 10 N h h n JEFFORDS ST ZONING MAP n h BARRY RD v° X t2 v o TUSCOLA RD 1 � Owner: O&P Investments of Tampa, Inc; Case: FLD2009 -09033 RLI Beneficial Acquisitions, LLC Site: 1225 S. Highland Avenue Property Size: 3.22 Acres 1541 Barry Rd PIN: 23- 29 -15- 29034 - 000 -0060 Atlas Page: 307A 23- 29 -15- 00000 - 210 -0310 Ll now Ill 1 � Owner: O&P Investments of Tampa, Inc; Case: FLD2009 -09033 RLI Beneficial Acquisitions, LLC Site: 1225 S. Highland Avenue Property Size: 3.22 Acres 1541 Barry Rd PIN: 23- 29 -15- 29034 - 000 -0060 Atlas Page: 307A 23- 29 -15- 00000 - 210 -0310 12 10 $ 13 110 1105. lics 40 " •�- `fie 11 13 41 42 2 11 g 1111 11 7111 12 12 14 O h 1 aD q ey ^ ^48 so eo N La t• r w 9 411.4 05.8 A A A M W L13581 J A � 45 Vv Offices No 143 145 [!47 149 151 — 153120 ; 81 80 79 78 1201 16509 s. . O 14 1% 148 1500 15� 154121 Q N tp 6p pp Q O 70 71 72 73 n n Z h h h 51.51 BARRY ST = BARRY RD s Retail Sales /Service .- 1211 1221— —1 6 1V 69 88 66 65 64 12 L29034 84 122143 A Detached 12 _ _ 12 5419 5s Dwellings 58 ^ 59 „2 123 A 86 12 1231 123 1ss _ ri2 r — —� – – – – , 52 TUSCOLA RD 88 1235" — 45063 12 3 4 q . �. 17_ 3 57 1235 so 2� A 12 llings ched Dwell ing ' h ' h h 53 sz 51 49 48 LAtta� 23 — —5 14 124 92 2 5 065 q e 1215e 12 5 - Rg- : �; :' . ;. _ - :' ° : :: •1..wXe .?( 410 ; •' ::: ,'.: :.• : ;•.. .:r� ::3., .:• 124 l . :r"- : . : � : :.:. .'..• E:.:.. 125 21 125 r :.- ' ': : :: :;1 • . : . . - .: O• ' G. :• #. :r :.::-:.,.;o-• ::.�::•'•., t:E..:: ;..;: ::.-.' :.' 12,07 759 5067 51 125 — ;e. : . - :r:.. i- .. ;- . :. :1- A : : •. ::: :-.• _128 1 28 ,06 1251 1255 126 •:•'. .' :•:: •- Z : , • • • • , � .• •' 8':•2i. :•• . . `� -3: � 160 98 r— 126 ::`. �. .:i :.N: :: � 8:- '..f 3;:• .S•. 7r:: .. ' .•"1 :'�.: ::. .• ....•, .:•. : ... ' . - 6{: , ; ; . ' ' E' - ;: -.. .::::. .:'• ' ::: =''::: ::, 12 La 89 �� 3 LJS 1 ;. :. . :'.;:..:' -;':» 128 �? 128 — — — — — s 6 128 A ?: ": ::`'=:: :':..' . '.''o:: '•••:;: _'....':':..:::':.: ';: a`:•t;;:'::;.': `'. za .Y2 -N :'ia:'. o: ze 41. 161 127 1277 :.::::::::::::i': •: CTT .; 103 29034 101 128 EXISTING SURROUNDING USES Owner: O &P Investments of Tampa, Inc; Case: FLD2009 -09033 RLI Beneficial Acquisitions, LLC Site: 1225 S. Highland Avenue Property Size: 3.22 Acres 1541 Barry Rd PIN: 23- 29 -15- 29034 - 000 -0060 Atlas Page: 307A 23-29-15-00000-210-0310 13. � "ILLft-] H L--ARLJ¢ T' D Z Uj TURNER ST Uj 1E cr 0 cr W PINE Cx W ir 0 Z ST Z 0 Uj Uj Z W 0 Ir ❑ F 0 cr :Z JAWINE WAY JASMINE WAY JASMINE W"' K-to, tone to a W a ;POAJA W Mhe Ot DR cr Ir MAGNOLIA DR EW Ir (9 W dstano L) ====O sat' W LOTUS P TH 3: Z LOTUS PATH 1 W W Z L — 5 y L) Ir LOTUS PATH ) —i LOTUS PATH 3: Fk—mLEIGH ST W Cn ST F--"FORDS ST E==== JEFFORDS ST ST BARRY ST BARE Y RD 0 0 ST' TUSCOLA Ir W RD E= ST W iu ESTELLE CL V) Z = Z 'OL Z Z L 0 BROVMING PROJECT SITE CRA88 LAKEVIEW RD o NORMANDY PARK OR ErniV . . . . . . .... ..... 40 AW .......... ...... .... r7�p 57. LOCATION MAP Owner: O&P Investments of Tampa, Inc; Case: FLD2009-09033 RILI Beneficial Acquisitions, LLC Site: 1225 S. Highland Avenue Property Size: 3.22 Acres 1541 Barry Rd PIN: 23-29-15-29034-000-0060 Atlas Page: 307A 23-29-15-00000-210-0310 STORMWAT PERATION AND MA II� OCT ,1 6 2009 DEVELOPMENT SERVICES DEPT The .Pine Berry Senior Apatt:raaerat .I�)c� <elopnaent will be owned and managed by .Pine Berry Senior �Urniter.l Partnership. The owner agrees that the onsite: stormwater systena will be adccluatc;ly 111aint.aincd in general accordance with the folkawirag criteria and tasks. The Storrnwatc.r Mataagonent System should be inspected on a routine basis U.) ensure that they are functioning properly. Inspections shOUld be. performed on a num(hly and semi - annual basis following major storms. Systems that incorporate percolation are most critical since poor rnainicnance practices can soon render thorn ineffective. records should be kept on all nuhlenance operatioms to help plan future work and identify facilities requiring attention. A. GENERAI., Normal maintenance requirements are as foljows: a. retention areas and swMes should be mowed at regular intervals. ill clippings should be picked up alit] any accumulated debris should be runoved. b, Sod cover on slopes and emban:knie;nts sh.0rrld be inspected and repaired or replacer.] as necessary. C. Periodically, hAl {awing a stornn event, the out tall structure should be inspected to check that the orifice ol- weir is not clogged and is flowing at a substantial rate. d. The discharge pywy) should be visually inspected to dc;te.rrrrinc; if the pipe(s) require cleaning. Poll debris lbund in tyre pipe. should be removed. C. Inlet structures should be inspected ali.er ca Ai rnajar storm. 1111 debris ac cr.rrTrulated in the sunxla or on tilt. grate should. be removed. f. Oudets should be inspected l'or cicrgg,irrg and irosion. g. Berms and other structures should be inspected for breaks. Repairs, it' neCeSSa.ry, should be perfoinrred immediately, Acknowledged and agreed to JY4 4 Owner /Developer Date: ]0- 15- 2{ }09 Jopi n Lutheq,yl, lVeelor of lDcvclopcmcnt. STORMWATER NARRATIVE Pine Berry Senior Apartments The subject property consists of 3.22 acres and is, in existing condition, a sports bar and bowling alley with a parking lot. Stormwater design will be in compliance with the guidelines set forth from the City of Clearwater and The SWFWMD. Stormwater runoff for the site will be captured, treated and released at the pre - development rate by an outfall control structure. The subject site stormwater quality and rate of runoff will be improved over the site drainage conditions as currently exist. Please see the Drainage Calculations and Construction Documents for further demonstration of guideline compliance. C AARDSMA, JOHN G AARDSMA, JOAN L 1235 S HIGHLAND AVE # 303 CLEARWATER FL 33756 - 4391 ALZATE, FABIOLA 1235 S HIGHLAND AVE # 1 -201 CLEARWATER FL 33756 - 4391 ANDERSON, RICHARD G 1235 S HIGHLAND AVE # 101 CLEARWATER FL 33756 - 4391 ARRIGO, ROGER R 1235 S HIGHLAND AVE # 102A CLEARWATER FL 33756 - 4337 BAJZEC, STEVEN BAJZEC, KATARINA 1235 S HIGHLAND AVE # B -207 CLEARWATER FL 33756 - 4343 BAMIS, OTHON BAMIS, AMALIA O 1636 WHITEWOOD DR CLEARWATER FL 33756 - 2441 BARONE, FRED CASCIO, CYNTHIA 2110 N NEWLAND CHICAGO IL 60707 - 3336 BEAVER, THOMAS A BEAVER, CHERYL R 1349 DOROTHY DR CLEARWATER FL 33764 - 3657 BETTELEY, WINNIE 1235 S HIGHLAND AVE # 510 -F CLEARWATER FL 33756 - 4357 FLD2009- 09033; 322 ABARE, DONALD D ABARE, BETTE B 1235 S HIGHLAND AVE # 204 CLEARWATER FL 33756 - 4391 ALZATE, FABIOLA PERILLA, MARTHA NELLY 1235 S HIGHLAND AVE # 201 -A CLEARWATER FL 33756 - 4338 ANTONELLI, FILOMENA BELLUCCO, THERESA 20 -70 42ND ST ASTORIA NY 11105 - 1224 BAGLIN, REGINA H 1235 S HIGHLAND # 1 -104 CLEARWATER FL 33756 - 4391 BALLENTINE, KEITH APT 1 395 CLAREMONT AVE MONTCLAIR NJ 07042 - 1879 BARNES, PHINEHAS IV BARNES, MICHELLE L 1559 BUDLEIGH ST CLEARWATER FL 33756 - 4404 BARROWS, MYRTLE J 1235 S HIGHLAND AVE # 402 CLEARWATER FL 33756 - 4391 BELCHER, LINDA 1240 OAKVIEW AVE CLEARWATER FL 33756 - 4316 BEVIER, LOUISE H 1235 S HIGHLAND AVE # 2 -202 CLEARWATER FL 33756 - 4391 ALAMPI, FRANK V 1536 ILLINOIS RD CLEARWATER FL 33756 - 4435 ANDERSON, NICHOLAS L ANDERSON, CHARLOTTE A 1575 BARRY RD CLEARWATER FL 33756 - 4401 ARMSTRONG, DON W II ARMSTRONG, BRENT D 1244 OAKVIEW AVE S CLEARWATER FL 33756 - 4316 BAJZEC, STEVEN BAJZEC, KATARINA 1117 RAYMOND AVE LA GRANGE PARK IL 60526 - 1356 BALON,BARBARA KOHLER, MARIE 4215 SHADOW LN NICEVILLE FL 32578 - 4545 BARNETT, FLOYD E & JOYCE A TRU 2339 ST CHARLES DR CLEARWATER FL 33764 - 4973 BARTH, FRANKLIN E 1235 S HIGHLAND AVE # 304 CLEARWATER FL 33756 - 4391 BERTHOLF, HELEN M 1261 OAKVIEW AVE CLEARWATER FL 33756 - 4315 BEVILACQUA, ANNA BEVILACQUA, MARIANO 1235 S HIGHLAND AVE # 208 CLEARWATER FL 33756 - 4391 BIEBUYCK, NORBERT BOSWELL, DOROTHY M BRABAND, KATHLEEN L BIEBUYCK, ANN M. BURGIN, GRACE F REVOCABLE 32975 BIRCHWOOD DR 1524 LAKEVIEW RD # 105 BRABAND, KATHLEEN L THE CHESTERFIELD MI 48047 - 4536 CLEARWATER FL 33756 - 3669 1235 S HIGHLAND AVE # C205 CLEARWATER FL 33756 - 4346 BRANNON, CELIA B BRENTNALL, LEE M BROWN, MITCHELL L 1575 TUSCOLA RD BRENTNALL, K ELAINE BROWN, MAXINE S CLEARWATER FL 33756 - 4424 2 GREENWAY W 1557 TUSCOLA RD SLOATSBURG NY 10974 - 1810 CLEARWATER FL 33756 - 4424 BROWNER, RAY BROWNER, PATTY 397 CECIL HENDERSON RD CANONSBURG PA 15317 - 5920 BURKHART, AUDREY M 1235 S HIGHLAND AVE # 4 -203 CLEARWATER FL 33756 - 4391 BRUYNELL, DORIS MAE THE BRUYNELL, JOHN EVERETT THE 1235 S HIGHLAND AVE # 102 CLEARWATER FL 33756 - 4391 BUTTITA, ANDREW S LYON - BUTTITA, RHONDA E 1235 S HIGHLAND AVE # 308 CLEARWATER FL 33756 - 4391 BUHL, DARLENE 4172 FOREST COURT WHITE BEAR LK MN 55110 - 3918 CAFFREY, PHYLLIS CAFFREY, MILDRED 1235 S HIGHLAND AVE # 2 -106 CLEARWATER FL 33756 - 4391 CAGANEY, VICTOR F CAIRO, P L CAMILLO, MARIA 1235 S HIGHLAND AVE # 3 -201 CAIRO, HILDA S LE VITA, BRUNO CLEARWATER FL 33756 - 4391 1263 EDISON AVE 355 RUE ANTOINE - FORESFIER BLOOMFIELD HILLS MI 48302 - 0027 LAVAL QC H7M 4E9 00001 - CANADA CAREY, JAMES CAREY, MARGARET A 306 W 261 ST ST BRONX NY 10471 - 1125 CLARKE, DOROTHY 1551 TUSCOLA RD CLEARWATER FL 33756 - 4424 CLAYTON, ROBERT CLAYTON, MARTHA J 1469 JEFFORDS ST CLEARWATER FL 33756 - 4307 COLLINS, RALPH C 1541 OTTAWA RD CLEARWATER FL 33756 - 4436 CORDER, WILLIAM RICHARD 1180 GULF BLVD # 1502 CLEARWATER FL 33767 - 2767 CARLSON, DAVID L 1235 S HIGHLAND AVE # 405 CLEARWATER FL 33756 - 4391 CLARKE, ROBERT R 1459 JEFFORDS ST CLEARWATER FL 33756 - 4307 CLEARWATER MEDICAL ARTS CONDO 1201 S HIGHLAND AVE STE 10 CLEARWATER FL 33756 - 4359 CONTI, ROSALIE CONTI, MARGARET 1552 JEFFORDS ST CLEARWATER FL 33756 - 4409 CORMIER, D JAMES CORMIER, MICHELE C 1111 OAKVIEW AVE CLEARWATER FL 33756 - 4313 CHRYSSIKOS, PETER 1235 S HIGHLAND AVE # 2 -305 CLEARWATER FL 33756 - 4391 CLAYTON, ROBERT F PO BOX 5213 LARGO FL 33779 - 5213 CLEARWATER PROF PLAZA LTD 1991 MAIN ST # 183 SARASOTA FL 34236 - 5934 COOPER, HARRIET J 1235 S HIGHLAND AVE # 4 -209 CLEARWATER FL 33756 - 4391 CORTES, EDWIN CORTES, GLORIA M 1524 LAKEVIEW RD # 301 CLEARWATER FL 33756 - 3671 CREMONA, LORRAINE A CREPEAULT, MARJORIE CROWLEY, JOHN T 1235 S HIGHLAND AVE # 2 -304 CREPEAULT, HEMRY F JR CROWLEY, MARY CLEARWATER FL 33756 - 4391 26 BRIDGE ST 34 WIXON RD TARRYTOWN NY 10591 - 4421 CARMEL NY 10512 - 5859 CUMMINGS, LAWRENCE F CUMMINGS, ELEANOR B 33 EATONIA ST ALLSTON MA 02134 - 1210 CUTTS, COLLEEN CANDELARIO, LUIS J 1559 BARRY RD CLEARWATER FL 33756 - DANDO,NORAJ DANDO, ALBERT J EST 553 PLUM ST S ST PETERSBURG FL 33707 - CURRAN, MARGARET LIVING TRUST CURRY, ROBERT J JR CURRAN, MARGARET THE 1244 JEFFREY LN 1235 S HIGHLAND AVE # 607 LANGHORNE PA 19047 - 3763 CLEARWATER FL 33756 - 4391 CUZYDLO, KENNETH J 1235 S HIGHLAND AVE # 504 CLEARWATER FL 33756 - 4391 D'ANDREA, ROY A 1248 OAKVIEW AVE CLEARWATER FL 33756 - 4316 DALE, WILLIAM H DALE, MARGUERITE A 1235 S HIGHLAND AVE # 3 -103 CLEARWATER FL 33756 - 4391 DANZIGER, CARL CHRISTOFF, MICHAEL 20 SALEM DR N WHIPPANY NJ 07981 - 1914 DAVIS, SANDRA M DAY, RONALD I REVOCABLE TRUST DE MARTINEZ, DORA A 1235 HIGHLAND AVE # 602 DAY, MARKUS G 1524 LAKEVIEW RD # 106 CLEARWATER FL 33756 - 1389 ROSE ST CLEARWATER FL 33756 - 3669 CLEARWATER FL 33756 - 2322 DE STASIO, SARAH 1706 BALMORAL DR CLEARWATER FL 33756 - 3642 DEPOUW, WAYNE DEPOUW,BARBARA 1524 LAKEVIEW RD #302 CLEARWATER FL 33756 - 3671 DI FONZO, MARJORIE ALDA 1235 S HIGHLAND AVE # 610 CLEARWATER FL 33756 - 4391 DIXON, DEBORAH A 1255 OAKVIEW AVE CLEARWATER FL 33756 - 4315 DUFALA, CHRISTOPHER DUFALA, NICOLE L 3439 NORTHRIDGE DR CLEARWATER FL 33761 - 1220 DE VRIES, RAY DE VRIES, JUDY 1235 S HIGHLAND AVE # 606 CLEARWATER FL 33756 - 4391 DEMOS, THEOPHILOS L THE DEMOS, VASILIKI THE 2222 AMERICUS BLVD N # 18 CLEARWATER FL 33763 - DEUTSCHE BANK TRUST CO DEWAR, BRENDA L AMERICA 1239 OAKVIEW AVE 1270 NORTHLAND DR STE 200 CLEARWATER FL 33756 - 4315 MENDOTA HEIGHTS MN 55120 - 1176 DICKSON, SHIRLEY L 1235 S HIGHLAND AVE # 106 CLEARWATER FL 33756 - 4391 DOLE, JULIUS A DOLE, LUCILLE M 2331 BELLEAIR RD # 813 CLEARWATER FL 33764 - 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1116 CLEARWATER FL 33756 - 4391 TRUITT, SHARON A TRUITT, PHILLIP 1239 S SAN REMO AVE CLEARWATER FL 33756 - 4331 TZEKMES, HELMA 1481 BARRY ST CLEARWATER FL 33756 - 4368 VANAUDESTRADE, CURTIS W 1235 S HIGHLAND AVE CLEARWATER FL 33756 - TRUSKOWSKI, JOHN H & CAROL REV TRUSKOWSKI, JOHN H THE 1524 LAKEVIEW RD # 401 CLEARWATER FL 33756 - 3672 VALCICH, STANLEY VALCICH, MARY 1235 S HIGHLAND AVE # 208 CLEARWATER FL 33756 - 4391 VANDER MEULEN, HELEN G 1235 S HIGHLAND AVE # 506 CLEARWATER FL 33756 - 4391 STOJA, LUIS M STOJA, LEFTERI 1235 S HIGHLAND AVE # 4 -104 CLEARWATER FL 33756 - 4391 SUCHNICK, GEORGE E SUCHNICK, BERNICE M 1235 S HIGHLAND AVE # 2 -201 CLEARWATER FL 33756 - 4391 SWENSON, CHARLENE A 1524 LAKEVIEW RD # 304 CLEARWATER FL 33756 - 3671 THIBODEAU, TODD R 1551 JEFFORDS ST CLEARWATER FL 33756 - 4408 TROIANO, RITA D CRISTINZO, DEBORAH 32 JOSIE DR RICHMOND HILL ON L4C 7G1 00001 CANADA TURD, RITA M 56 TOPSFIELD CIR SHREWSBURY MA 01545 - 3916 VALLOS, JERRY VALLOS, MARY C 1565 TUSCOLA RD CLEARWATER FL 33756 - 4424 VIDT, JAMES R VIDT, VICTORIA J 613 FLINT RD ALLISON PARK PA 15101 - 4214 W K T M- FL WARD, PETER M WARREN, LUCIA S 100 2ND AVE S STE 901 S WARD, SUSAN A 1235 S HIGHLAND AVE # 5 -702 ST PETERSBURG FL 33701 - 4337 1201 S HIGHLAND AVE # 7 CLEARWATER FL 33756 - 4391 CLEARWATER FL 33756 - 4359 WATERFORD FINANCIAL INC WAYBRIGHT, FILOMENA WESTERMAN, MICHAEL C 1201 S HIGHLAND AVE # 2 1546 ILLINOIS RD 1524 LAKEVIEW RD # 103 CLEARWATER FL 33756 - 4359 CLEARWATER FL 33756 - 4435 CLEARWATER FL 33756 - 3669 WILBUR, MARGOT L 1224 OAKVIEW AVE CLEARWATER FL 33756 - 4316 WILLIAMS, WALTER C 2524D VILLAGE LN OSHKOSH WI 54904 - 8180 WUISMAN, MARTIN WUISMAN, WILLIAM 1801 OAK DR N ROCKLEDGE FL 32955 - 3408 WILDS, CONSTANCE T 1524 LAKEVIEW RD # 405 CLEARWATER FL 33756 - 3672 WRIGHT, ALLEN D SR 1548 OTTAWA RD CLEARWATER FL 33756 - 4437 YACOUB, MAHER YACOUB, MAHABBA 110 BELLINGRATH CT SAVANNAH GA 31419 - 2063 WILKIN, JOHN WILKIN, ELIZABETH 11 MARY LN HOPEWELL JCT NY 12533 - 8110 WRIGHT, CLIFFORD 1235 S HIGHLAND AVE # 508 CLEARWATER FL 33756 - 4391 YERICH, STEVE S YERICH, EFTHIMIA 7425 RADBURN CIR INDIANAPOLIS IN 46214 - 2635 YOUNG, HAZEL M ZAKI, FRED ZARCONE, LESLIE J 1235 S HIGHLAND AVE # 1 -108 ZAKI, IDA ZARCONE, BEVERLY A CLEARWATER FL 33756 - 4391 3040 LEVESQUE BLVD W # 502 1542 OTTAWA RD CHOMEDEY LAVAL QC H7V 2G3 00001 - CLEARWATER FL 33756 - 4437 CANADA ZEE, ZIU N ZOMBORY, GEORGE ZOSAK, MIRKO 1235 S HIGHLAND AVE # 2 -306 ZOMBORY, RHONDA K ZOSAK, MARICA CLEARWATER FL 33756 - 4391 1535 ILLINOIS RD 1235 S HIGHLAND AVE # 2 -209 CLEARWATER FL 33756 - 4434 CLEARWATER FL 33756 - 4391 School Concurrency Status Site Plan Submission - PINELLAS COUNTY Print Date: 11/04/2009 3:17 PM Site Plan Nbr: FLD2009 -09033 Plan Name: PINE BERRY SENIOR APTS Parcel ID: 232915290340000060 Street Address: 1225 S HIGHLAND AVE City: CLEARWATER Zip: 33756 Jurisdiction: CLEARWATER Concurrency Status: SUBMITTED Proposed Use: APARTMENT Net Residential Units: 85 Actual Number of 85 Description: REQUEST FOR 85 ATTACHED Submitted: 11/4/2009 Approved: Seats Required Concurrency Service Area ELE C MID B HIGH TOTAL: Required 13 6 9 28 Clearwater Building Department 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, November 17, 2009, 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. John Conti, Francesco Carriera, Agostino DeGiovanni as Co- Trustees of Tropicana Resort Land Trust. are requesting 1) Flexible Development approval to permit a 142 -room overnight accommodation use, 3,900 square feet of retail sales floor area and 2,750 square feet of restaurant floor area in the Tourist (T) District with a lot area of 48,190.53 sq. ft (1.106 acres), a lot width of 167 ft along Hamden Dr., 220 feet along Third St. and 243.68 ft along Coronado Dr., a front (east) setback along Hamden Dr. of 9.3 ft (to building), 6.5 ft (to upper level balconies) and 13.8 ft (to pavement), a front (north) setback along Third St. of 11.8 feet (to building), 6.7 ft (to upper level balconies) and 5 ft (to patio), a front (west) setback along Coronado Dr. of 16 ft (to building), 12 ft (to upper level balconies) and 5.4 ft (to patio), a side (south and east) setback of zero ft (to building and pavement adjacent to proposed Hotel B), a side (south) setback of 21 ft (to building adjacent to Coronado Dr.), a building height of 74.33 ft (from BFE to flat roof) and 82 ft (to top of architectural embellishments) and 182 parking spaces, as a Comprehensive Infill Redevelopment Project, under the provisions of CDC Sec. 2- 803.C, and approval of a two - year development order; and (2) Increase the permitted density by the allocation of 95 overnight accommodation units from the Hotel Density Reserve created pursuant to Beach by Design. [Proposed Use: : Overnight accommodation use of a total of 142 rooms (148.90 rooms /acre on net lot acreage, including the allocation of 95 units from the Hotel Density Reserve), restaurant use of 2,750 sq. ft, retail sales use of 3,900 sq ft (0.137 FAR for restaurant and retail sales uses based on total lot area) and approximately 5,190 sq ft of accessory uses to the hotel at a height of 74.33 ft (to flat roof deck)]at 300 Hamden Dr. (including 301, 305, 309 and 315 Coronado Dr. and a i Hamden r m i_._ r�7 •,n n nnnn FT T� nnn non�^�//rT���T n nnnn nnnn .7 T,'T Tl nnn portion of 310 Hamden Dr.) li ellatCU 0 D V AGVI%7- VVVV2, I 1 J VV7 -VOVG //L V t1GVV7 -VVVV3 and 1 LL2VV7- 09036), Parcel No. 08- 29 -15- 17604 - 000 - 0020;08- 29 -15- 17604 - 000 -0010; 08-29-15- 17586- 0010;08- 29- 15- 17586- 0040. Assigned Planner: Wayne M. Wells, AICP, Planner I11. FLD2009 -08026 2. John Conti, Francesco Carriera, Agostino DeGiovanni as Co- Trustees of Tropicana Resort Land Trust; and Flamingo Bay Condominium Developers, LLC. are requesting : (1) Flexible Development approval to permit a 118 -unit overnight accommodation use and 1,335 sq. ft of retail sales floor area in the Tourist (T) District with a lot area of 35,730.06 sq. ft (0.82 acres), a lot width of 312 ft along Hamden Dr., a front (east) setback along Hamden Dr. of 9.3 ft (to building), 6.5 feet (to upper level balconies) and 11 ft (to pavement), a side (south) setback of 10 ft (to building), a side (north) setback of zero ft (to building adjacent to proposed Hotel A), a rear (west) setback of zero ft (to building adjacent to proposed Hotel A) and 10.7 ft (to Hotel B building), a building height of 84 ft (from BFE to flat roof) and 99.5 ft (to top of architectural embellishments) and 120 parking spaces, as a Comprehensive Infill Redevelopment Project, under the provisions of CDC Sec. 2- 803.C, and approval of a two -year development order; and (2) Increase the permitted density by the allocation of 79 overnight accommodation units from the Hotel Density Reserve created pursuant to Beach by Design. [Proposed Use: Overnight accommodation use of a total of 118 rooms (149.44 rooms /acre on net lot acreage, including the allocation of 79 units from the Hotel Density Reserve), retail sales use of 1,335 sq. ft (0.037 FAR for retail sales use based on total lot area) and approximately 1,060 sq ft of accessory uses to the hotel at a height of 84 ft (to flat roof deck)] at 316 Hamden Dr. (including a portion of 316 Hamden Dr. and 326 and 330 Hamden Dr.) (Related to DVA2009- 00003, FLD2009- 08026/DVA2009 -00002 and FLD2009- 09036), Parcel No. 08- 29 -15- 17604- 000 - 0020;08- 29 -15- 17604 - 000 -0030. Assigned Planner: Wayne M. Wells, AICP, Planner III. FLD2009 -08027 11 31ohn Conti, Francesco Carriera, Agostino DeGiovanni as Co- Trustees of Tropicana Resort Land Trust; and Flamingo Bay Condominium Developers, LLC are requesting Flexible Development approval to permit a commercial dock in conjunction with proposed hotels at 300 and 316 Hamden Dr. for 18 slips totaling 2,592.7 sq. ft, under the provisions of Section 3- 601.C.3, and approval of a two -year development order.. (Proposed Use: Commercial dock for 18 -slips) at 300 and 316 Hamden Dr. (Related to FLD2009- 08026/DVA2009 -00002 and FLD2009- 08027/DVA2009- 00003), Parcel No. 08- 29 -15- 17604 - 000 -0010; 08- 29 -15- 17604 - 000 -0020; 08- 29 -15- 17604- 000 -0030; 08- 29 -15- 17586- 001 -0010; 08- 29 -15- 17586- 001 -0040. Assigned Planner: Wayne M. Wells, AICP, Planner III. FLD2009 -09036 4. William M. Shephard, Trustee are requesting (1) Flexible Development approval to permit the redevelopment of an existing 96 -unit overnight accommodation use in the Tourist (T) District to a 186 -unit overnight accommodation use with a lot area of 2.37 acres (zoned T District), a lot width of 243 ft along S. Gulfview Blvd. (north), a front (north) setback of 15 ft (to existing building), 11.2 ft (to proposed building), 6.5 ft (to proposed sidewalk) and 6.79 ft (to proposed pavement), a side (east) setback of 9.58 ft (to existing waverunner accessory building) and 15.44 ft (to proposed building and decking), a side (west) setback of zero ft (to existing building, pavement and decking), a rear (south) setback of 22 ft (to existing building), 59.25 ft (to proposed building) and zero ft (to existing /proposed patio decking), a building height of 134 ft (to top of roof deck) and a total of 384 parking spaces (self- park and valet in existing garage; valet -only in new garage), as a Comprehensive Infill Redevelopment Project, under the provisions of Sec. 2- 803.C; and (2) Increase of the permitted density by the allocation of 68 overnight accommodation units from the Hotel Density Reserve created pursuant to Beach by Design. [Proposed Use: Overnight accommodation use of a total of 186 rooms (78.48 rooms /acre on lot acreage zoned Tourist (T) District, including the allocation of 68 units from the Hotel Density Reserve) and approximately 37,647 square ft of accessory uses to the hotel at a height of 134 ft (to flat roof deck)] at 619 S. Gulfview Blvd, Parcel No. 17- 29 -15- 00000 - 220 -0100; 17- 29 -15- 05004- 003 -0010. Assigned Planner: Wayne M. Wells, AICP, Planner III. FLD2008 -12033 5. Clearwater Basin Marina, LLC are requesting : Flexible Development approval to permit an 87 -slip marina in the Downtown (D) District with a dockmaster building height of 17.33 ft and 50 parking spaces, under the provisions of Sec. 2- 903.H. (Proposed IT Marina) 900 . Osceola Parcel r nn 2n 1 c 3 1 o nn� use: �diarina} at 7VV r. Ave., ti rai�ci Iv 0. V7- b7- 1J- JZiv4 -vV2- 0020. Assigned Planner: A. Scott Kurleman, Planner III. FLD2009 -08030 6. O & P Investments of Tampa, Inc. and RLI Beneficial Acquisitions of Tampa, Inc are requesting Flexible Development approval to permit attached dwellings in the High Density Residential (HDR) District and Commercial (C) District with a lot area of 140,075 sq. ft, a lot width of 166 ft (along Highland Ave.) and 627 ft (along Barry St.), a front (west) setback of 289.3 ft (to porte- cochere) and 29.2 ft (to pavement), a front (north) setback of 26 ft (to building) and 17.5 ft (to pavement), a side (south) setback of 22.8 ft (to building) and 8.3 ft (to pavement), a side (west) setback of 30.3 ft (to building), a rear (south) setback of 134.1 ft (to building), a side (east) setback of 24.7 ft (to building) and 16 ft (to pavement), a rear (south) setback of five ft (to pavement), a side (west) setback of four ft (to pavement), a rear (south) setback of 13 ft (to pavement) and a side (east) setback of 41.6 ft (to building) and five ft (to pavement), a building height of 49 ft (to midpoint of roof) and 91 parking spaces under the provisions of Community Development Code Sec. 2 -504.F and 2 -704.0 as a residential infill project and comprehensive infill redevelopment project respectively and a reduction to interior landscape requirements from 10 percent to 5.5 percent, a reduction to the side (east) landscape buffer from 10 ft to five ft, a reduction to the side (west) landscape buffer from 10 ft to four ft and a reduction to the rear (south) landscape buffer from 10 ft to five ft as a Comprehensive Landscape Program under the provisions of Community Development Code Sec. 3- 1202G. (Proposed Use: Attached Dwellings) at 1225 S Highland Ave., Parcel No. 23- 29 -15- 29034 - 000 -0060; 23-29-15-. 00000-210-0310. Assigned Planner: A. Scott Kurleman, Planner III. FLD2009 -09033 7. Agostino DiGiovanni is requesting Flexible Development approval to permit four attached dwellings in the Low Medium Density Residential (LMDR) District, as a Residential Infill Project, under the provisions of Section 2- 204.E.; and Preliminary Plat approval for a 4 -lot subdivision for attached dwellings. (Proposed Use: Attached Dwellings) at 109 McMullen Booth Road, Parcel No. 16- 29 -16- 00000- 240 -0200. Assigned Planner: Matt Jackson, Planner II. FLD2009- 09035/PLT2009 -00002 8. Daniel and Sharon Meek are appealing a Level One (Flexible Standard Development) denial decision, pursuant to Community Development Code Section 4- 501.A.3, for a front (north) setback reduction from 25 to 21 feet for a garage addition (related to Case No. FLS2009- 09016). (Existing Use: Detached Dwelling) at 321 Lotus Path, Parcel No. 16- 29 -15- 36270- 000 -1320. Assigned Planner: Wayne M. Wells, AICP, Planner III. APP2009 -00007 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. ?N4,rtle Ave., Clearwater, FL 33756. Please contact the assigned planner 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:// cearwater .granicus.comNiewPublisher.php ?view id =11 and click on "Resident Engagement Video." You can also check the informational video out from any Clearwater public library. Ad: 11/05/09 3 Third Floor Plan BUILDING B SHEET NOTES A REFER TO SHEET AXX.XX FOR GENERAL NOTES B REFER TO SHEET A)O0(X FOR CONSTRUCTION ASSEMBLIES C REFER TO SHEET AXX.XX FOR DOOR & WINDOW DETAILS AND SCHEDULES D DIMENSIONS ARE TO FACE OF STUD, OR FACE OF CMU E KEY NOTES 01 CONDENSER PAD, REFER TO MEP DRAWINGS AND MFR's REQUIREMENTS LEGEND o-- INDICATES SPECIFIC WALL TYPE rFE FIRE EXTINGUISHER IN CABINET, REFER TO GENERAL NOTES ° CEILING HEIGHT DESIGNATES UFAS UNITS M BUILDING KEY PLAN MATCHUNE B-G First Floor Plan BUILDING B- t_ FORUM■ ARCHITECTURE & INTERIOR DESIGN, INC. 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Overall Floor Plans A5.12 Q U z 4 Fourth Floor Plan n BUILDING C Cz� Third Floor Plan \'.111ID'ING C Imp Second Floor Plan BUILDING C 1116 " =1' -0" 9 6 First Floor Plan BUILDING C 1116 " =1' -0" SHEET NOTES A REFER TO SHEET AXX.XX FOR GENERAL NOTES B REFER TO SHEET AXX.XX FOR CONSTRUCTION ASSEMBLIES C REFER TO SHEET AXX.XX FOR DOOR & WINDOW DETAILS AND SCHEDULES D DIMENSIONS ARE TO FACE OF STUD, OR FACE OF CMU E KEY NOTES 01 CONDENSER PAD, REFER TO MEP DRAWINGS AND MFKs REQUIREMENTS LEGEND o-- INDICATES SPECIFIC WALL TYPE rFE FIRE EXTINGUISHER IN CABINET, REFER TO GENERAL NOTES CEILING HEIGHT DESIGNATES UFAS UNITS BUILDING KEY PLAN i FORUM■ ARCHITECTURE & INTERIOR DESIGN, INC. P PLANNING I ARCHITECTURE I INTERIOR DESIGN IS 4 745 aien we vi c, exile 1121 alb—W. wkgs, 4 31701 Plane: 407.830.1100 1- 407.830.4143 AA0002731 —an.nxamea — 1 1 Pine Berry Senior Clearwater, FL fi l E Z 'i EDITED BY: J ? PROJECT NO. 07 -2182 d Building_C ..................... w Floor Plans C U 6 A5.13 8 First Floor Life Safety Plan BUILDINGS A,B,C 1/16' =1' -0' SHEET NOTES A REFER TO SHEET AXX.XX FOR GENERAL NOTES B REFER TO SHEET AXX.XX FOR CONSTRUCTION ASSEMBLIES C REFER TO SHEET AXX.XX FOR DOOR & WINDOW DETAILS AND SCHEDULES D DIMENSIONS ARE TO FACE OF STUD, OR FACE OF CMU E KEY NOTES 01 CONDENSER PAD, REFER TO MEP DRAWINGS AND MFR's REQUIREMENTS E LEGEND V INDICATES SPECIFIC WALL TYPE rFE� FIRE EXTINGUISHER IN CABINET, REFER TO GENERAL NOTES CEILING HEIGHT DESIGNATES UFAS UNITS BUILDING KEY PLAN FORUM■ ARCHITECTURE & INTERIOR DESIGN, INC. " PUNNING I ARCHTECMRE I INTERIOR DESIGN 745 aimb �, Wb 1121 dbmome spinp. A 02701 p1— :407800.1400 I- 407ZMA143 AA0002731 vww.r,7u,m�aanae.m„ 1 1 Pine Berry Senior Clearwater, FL - SET DISTRIBUTIONS: EDITED BY: b PROJECT NO. 07 -2182 i s Life Safety Plan: .................................................. ............................... L 1 st Floor - Bidgs A,B,C _ ............._ .._ _... ..... .. ... ,,... _..,._ A5.01 9 L I 1 1 WORK � ROOM � I I MANAGEP OFFICE © I� MAIL —_ -- / PORTS- COCHERE I > VESTIBULE WOMEN'S LEASING OFFICE ® / ® -- z / U / F _ MECH. LOBBY MEMS 0G PORCH 2 Note Plan BUILDING A 10--val—ml I %1 Dimension Plan 1 BUILDING A /8' =1' -0' SHEET NOTES A REFER TO SHEET A)O(.)O( FOR GENERAL NOTES B REFER TO SHEET AXX.XX FOR CONSTRUCTION ASSEMBLIES C REFER TO SHEET AXX.XX FOR DOOR 8 WINDOW DETAILS AND SCHEDULES D DIMENSIONS ARE TO FACE OF STUD, OR FACE OF CMU 0 KEY NOTES 01 CONDENSER PAD, REFER TO MEP DRAWINGS AND MFR's REQUIREMENTS LEGEND <9>-- INDICATES SPECIFIC WALL TYPE rFE, FIRE EXTINGUISHER IN CABINET, REFER TO GENERAL NOTES D— CEILING HEIGHT DESIGNATES UFAS UNITS BUILDING KEY PLAN FORUM■ ARCHITECTURE & INTERIOR DESIGN, INC. ' PUNNING I ARCHITECTURE I INTEMOR DESIGN 745 odm area e. alt 1121 dram wrkV ,172701 pe ;407.870.1400 k'A07.S3D.1/A3 AA0002731 Ak� BENEFICIAL COMMUNITIES Pine Berry Senior Clearwater, FL 3 EDITED BY: PROJECT NO. 07 -2182 VENDING ® ® C) STORAGE 1 - -- O �my�ajw� o 'a' 00 I IINETRY 0 0 ISLAND I I THEATER 00 STORAGE — — — — — KITCHENETTE MECH. PORCH 2 Note Plan BUILDING A 10--val—ml I %1 Dimension Plan 1 BUILDING A /8' =1' -0' SHEET NOTES A REFER TO SHEET A)O(.)O( FOR GENERAL NOTES B REFER TO SHEET AXX.XX FOR CONSTRUCTION ASSEMBLIES C REFER TO SHEET AXX.XX FOR DOOR 8 WINDOW DETAILS AND SCHEDULES D DIMENSIONS ARE TO FACE OF STUD, OR FACE OF CMU 0 KEY NOTES 01 CONDENSER PAD, REFER TO MEP DRAWINGS AND MFR's REQUIREMENTS LEGEND <9>-- INDICATES SPECIFIC WALL TYPE rFE, FIRE EXTINGUISHER IN CABINET, REFER TO GENERAL NOTES D— CEILING HEIGHT DESIGNATES UFAS UNITS BUILDING KEY PLAN FORUM■ ARCHITECTURE & INTERIOR DESIGN, INC. ' PUNNING I ARCHITECTURE I INTEMOR DESIGN 745 odm area e. alt 1121 dram wrkV ,172701 pe ;407.870.1400 k'A07.S3D.1/A3 AA0002731 Ak� BENEFICIAL COMMUNITIES Pine Berry Senior Clearwater, FL 3 EDITED BY: PROJECT NO. 07 -2182 1 -STORY I 4 -STORY 1 -STORY 1 FIRST FLOOR PLAN 3l32�,-0 2ND, 3RD. & 4TH RESIDENTIAL FLOORS SIM. FORUM■ ARCHITECTURE & INTERIOR DESIGN, INC. MWING I AWATECrURE I IMEIaoR M" 745 W ft wel ft 1121 fsn.b V*W#3M1 4cIP1A3MAW Amom t dtbdmn i Pine Berry Senior Clearwater, FL Q SHEET REVISIONS: ERRED BY: PROJECT NO. 07 -2182 First Floor Plan A5.01 Map Request Planner Name: A. Scott Kurleman Case Number: FLD2009 -09033 Date Requested: 10/22/2009 Date Requested for (date): 10/30/2009 Maps Requested ® Location Map ® Aerial Map ® Zoning Map ® Existing Surrounding Uses Map Required Documents to be submitted to Engineering ® Legal Description L-e4AL- 1W1A�5 Supk:�j . 5vp-k*-,j 13q Pis s.. ® Survey 4 a cv 61 -3jqS ® Map with Proposed Site Highlighted IN ADDITION TO THE REQUESTED MAPS, PLEASE PROVIDE VERIFICATION THAT THE, LEGAL.. . DESCRIPTION WE HAVE PROVIDED IS CORRECT AND ACCURATE, ,.... -,-,. Thomas Maho PSM, o aphic T ch ology Manager 6 Z i nature Vj Map Name Owner: O&P Investments of Tampa, Inc; Case: FLD2009 -09033 RLI Beneficial Acquisitions, LLC Site: 1225 S. 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Pwgnl 1vLmn! 10' R, Wnlq Xe,M. preupM Te4mn, i.]9i 1 -ii' 1x..5' -a'sp, uvum In -t3'Mm irvi4 dvupM idemM Bad uvuw, uaiyn, LLmnt MeW 6 ht ieurenI 4w Mdvu xt e4een, Lamm wpm amm =can nno FA R 'p4 Pel f 1 �I 1 i a naarx �' 9 '�' ' �••� w• Pine Berry Senior Limited Partnership PINE BERRY APARTMENTS immeeue•m.+.t`a.4e.sa, -miw --?f ,,�; LANDSCAPE PLAN o9 y ASPHALT ASPHALT SHINGLES (D W S W o � LL. 0 0 W S W CD D LL 0 0 W SOUTH ELEVATION METAL ROOF NORTH & SOUTH ELEVATIONS GRAPHIC SCALE 30 0 15 30 60 (IN FEET) 1t' =30' &TRIM Pine CEMENTTTIOUS SIDING (HARDY BOARD) & TRIM Senior. 2182 _ Clearwater, Florida _ I_ _ _ _ FAR Amm m' Imams Lamm © ®, ®i m ® ■ m r aM."WkV 037701 wmm wmm ■ ■■ m ®■ m w ■ w' ■mw! ■ ■ m min emm' mmm w ■ m m ■ ■■ ■mm aCim Cim■ ■ m m ■ ■■ ® ®mm' s, w ■ w ■•Lw: m. m ■. ■m ■. —_ � �� ��r �r�tl�lrrr�o l L ] m elem m m iCm mmm 0' m ® ©m ® ®' Bm� oOO O 0' m- Art BF. NORTH ELEVATION CEMENT MASTER (STUCCO) CFMENTITIOUS SIDING & TRJM WMY BOARD) ASPHALT SHINGLES (D W S W o � LL. 0 0 W S W CD D LL 0 0 W SOUTH ELEVATION METAL ROOF NORTH & SOUTH ELEVATIONS GRAPHIC SCALE 30 0 15 30 60 (IN FEET) 1t' =30' &TRIM Pine CEMENTTTIOUS SIDING (HARDY BOARD) & TRIM Senior. 2182 FORUM Clearwater, Florida ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN 745 odenta avenue, s/te 1141 aM."WkV 037701 pM— :407.530.1400 f- 407b3O.4143 08.28.09 �mlo�— t1 C'. FORUM ARCIRTECTUR L INTERtO ?& TI V•A dcc,m� As sO mok a t•nb m IM propseq of Forum MM-%Kk- Ake -k,,. D..;�' . d ar ...uu+i/d dn'f G -a' Rfr N>E:_ 7':1M.xet Iro4eA on A! r a!— -';s. 'jelly MtWF ins In SnC Mnn61N,rJlions of lh. docum�ls WHhout fho Wpm— wrtMen eprentl!` M Arth:,�^r�&kd— DwWn, fa pvc�'3': -S Ay''v. v ` -t ASPHALTSHINGLES � !,NMI EAST ELEVATION WE 101 e11�'I'�) WEST ELEVATION NOdm a msr a rrm re0 a rmm n n ® m. s m. Ird. ®. ® v ®� r rrri mrs: r r rrr r ®ea r r. eas®. mrn n n nmr, ®ter m r rrr' mmm m i� rrr. FORUM m �i r r r �I r r T r m r r e m a ®rn a mmr, STANDING SEAM METAL ROOF ion U I mr;m I Ilmr.m �Idio U ®i'® m.-- I. CEMENT PLASTER (STUCCO) & TRIM SHINGLES 8 CEMENTITIOUS SIDING (HARDY BOARD) & TRIM x w o O O v O O W EAST & WEST ELEVATIONS Pine Berry Senior. 2182 FORUM Clearwater, Florida GRAPHIC SCALE ARCHITECTURE & 30 0 15 30 60 INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN 745 Maria avenue, alto 1121 alteoonb aphpa. 0 37701 pnre:407.830.1400 1ac40T.MMA143 (IN FEES 08.28.09f«il^�«^ AA➢007731 _ lit -30 — T quq�T'Eg7TUREaLN FRIOR OESICN,TMUde. rtanU.ne tlk6 con anb.n IM areo.ro of Fon•nAM >x...i.K. 1e D.. pn and r..::eueEa ywr �;,% SY 1'�i Any..ua row.. n.t.tonrl o. nwe�H:riien. of tt— aoc—e K. �w t the expressed rmi.n em+. A ai i — Am),: Ta ap.c`.cpc ac aeC.K". e — r -a -_-a-4~10W. -.:. afc*. _._.x Sy y`.. N,.v, -STORY 4 -STORY 1 -STORY 1 FIRST FLOOR PLAN 3/32"x, D• 2ND, 3RD, & 4TH RESIDENTIAL FLOORS SIM. FORUM■ ARCHITECTURE & INTERIOR DESIGN, INC. F MC/G I ARaUMIUM I M UWRDE" 715*Wa u+e.., Oft 1121 * nv Cpl ps, 622m1 pm- 4a7,mlA 0 b c407.WA143 Mp002731 . JwLmurdrtecbvemm {�b. Pine Berry Senior Clearwater, FL EDITED 8Y: PROJECT NO. X07 -2182 First Floor Plan A5.01 ° 05/19/2010 10:15 7274643448 CLEARWATER PAGE 02 3 s . •, CERTIFIED TO: BARNETT BAN OF PINELLAS COUNTY SEC. 23 ,TWP. 29 S,RGE. i5 E. LAND TITLE CO PANY'OF FLORIDA PROJECT NO, 005 -92 -577 LAWYERS TIT I INSURANCE CORPORATION MARIA NENO, d GAVIN R. JACKSON N a. 69 6 $ a n' x so 6.5 RI /2"S 890 01'30 °E tPf 75.00' g ti FIR V 2° S ee° so' se' E tF) Ts. Be' •q m 4' C L FENCE a 33. 0' p 5.0' U T I L. EASM'T m _ 0 3.9 54 g W a 1 . 1 Jq?" M 7 0 d 9.5 199. ^9. W � _ .. JJ 7 V 4 I STORY CB S 6 55 !! IBIS f 2.7 Q ~ W •A N J W x -O CS27' •13.5 211 W u 6 V M Ql I3: 0 T. u � y N ' J n N o Uf a 35.00' 2'00 . t Fit s B6° 50' 05" a tF) 72.9z `S 89a m, 3d, IPf •73 00' , FIP I $°W FIR LS 1269 11 N N 1rW 26' 4SPHALT R0. - 0.7' CURB A n ++ m I SET HAI L Ii CAP TUSCOLA R D. S 89 .01, 3d' E -_00' PORTION ER OF TUSCOLA R. 35 00' VACATED PER O.R. BOOK 3463 PO. 357 LOT 54, FIRST ADDITION TO GATES KNOLL, ACCORDING TO PLAT THEREOF RECORDED IN PLAT HOOK 38, PAGE 43, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA, TOGETHER WITH THE EAST 2 FEET OF THE WEST 35 FEET OF THE NORTH 33 FEET OF VACATED TUSCOLA ROAD ABUTTING THE SOUTH BOUNDARY OF SAID LOT 54. I HEREBY CERTIFY TO THE BEST OF MY KNOWLEDGE AND BELIEF THAT THE SURVEY REPRESENTED HEREON MEETS THE TECHNICAL STANDARDS SET FORTH BY THE % FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS IN CHAPTER 21 HH -6, FLORIDA - - - " ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027 FLORIDA STATUTES. _'lANIELD._'PERRANS LS 3885 N 0 T E S A N D L E G E N D 1. THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF AN ABSTRACT OF 1111.E AND MAY BE SUBJECT TO EASEMENTS, RESTRICTIONS, RIGHTS -OF -WAY AND OTHER MATTERS OF RECORD. 2. ELEVATIONS (IF SHOWN) ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM (NGVD) OF 1929. 3. BEARINGS LABELED PLAT (P) WERE TAKEN FROM THE RECORD PLAT. FIELD MEASURED BEARINGS (F) ARE BASED ON THE W E S T UNE OF SAID LOT 4. SURVEY NOT VAUD UNLESS EMBOSSED WITH SURVEYORS SEAL- , 5. NO UNDERGROUND ENCROACHMENTS, IMPROVEMENTS, ETC. WERE LOCATED BY THE SURVEYOR. 6. RE -USE OF THIS SURVEY FOR PURPOSES OTHER THAN WHICH IT WAS INTENDED, WITHOUT WRITTEN VERIFICATION, WILL BE AT THE RE -USERS SOLE RISK AND WITHOUT LIABILITY TO THE SURVEYOR. NOTHING HEREIN SMALL BE CONSTRUED TO GIVE ANY RIGHTS OR BENEFITS TO ANYONE OTHER THAN THOSE CERTIFIED TO. A ARC LENGTH C45UT EASEMENT NR) NDN-- RADIAL C CHORD (F) FIELD MEASURED BEARING OR DISTANCE P PLAT BEARING OR DISTANCE CAL CALLCULATEDTM FCM FOUND CONCRETE MONUMENT (MARKED OR SIZE) R3 RADIAL co CHORD BEARING FIP FOUND OPEN END IRON PIPE (SIZE) R RADIUS CBS CONCRETE BL= STRUCTURE FIR FOUND IRON ROD (MARKED OR Sig) SIR SET Ia IRON ROD - LBBU.3 CONC- CONCRETE FN FOUND NAIL T YANCLNT CS CONCRETE SLAB FN k 0 M FOUND NAIL k DISK (MARKED) UTIL UTILITY (D) DEED BEARING OR DISTANCE FPP FOUND PINCHED IRON PIPE (SIZE) 00 WITNESS CORNER D DELTA OR CENTRAL ANGLE LB LICENSED BUSINESS A SET HUB R TACK GRAM, .. DRAINAGE LS . LAND SURVEYOR CL CHAIN LINK FLOOD INSURANCE RATE MAP COMMUNITY PANEL No. IPS096 0016 D DATE; N11- 8 -19 -91 ZONE: X TYPE SURVEY 800 DATE TYPE OF SURVEY BOOK GATE „ POLARIS ASSOCIAIrS INC. PLOT LA PLAN FOUNDATION AS -BUILT �C PROFESSIONAL SURVEYrxo 1419 EASTFIELD DRivr CLEARWAIER, FLORIDA 3'4624 a,,.W ­­ „< BOUNDARY 9 -10.92 AS -BUILT (FINAL) CONSTRUCTION LAYOUT UPDATE { 0 419/2010 10:15 7274643448 CLEARWATER PAGE 01 4 P" DUBOV, CFA, CAE Pinellas Cou.lnty Property Appraiser www.pcpao.org pam@papo,o.org Telefax Transmittal Form To: %L-. 7, 7 K u2 C Telephone #:0� SS3 Fax #: S 6 9 From: S V c --eva' " P,5' /— r r Department: Direct Phone #: r 3 2 J Date: 5 / -/0 Time: j o `, r " _ Number of Pages (including this cover): Notes: If there are any problems with this transmission, please call (727) 464 -4290 2C L s "qF sul� �r 0 MAIN BRANCH- Coimrlloosr Exwvriorls, la NORTH COUNTY Q TYRONE (SOUTH) Q STARKEY COMP) i?X 315 Cottrt St. — 2 "" Floor Clearwater, FT 33756 TEL,: (727) 4(,¢3194 FAX: (727) 464 -3408 29269 US F11pwny t9 N Clearwater, M 3.1761 1600 66rrt St N CUSTOMER SSUinca Crarrat — WALK -Ir+ MAIL; PO Box 1957 COMM6RCIALAPPRAIRA1,S: 77 , (727) 464.8780 56 Potersbwa. FL 337IQ TUL: (727) 592.7652 13025 St'frkry Rd., Large (TAX caumtor) Clearwlltcr, FL 33757 TEL; (727) 464 -3284 TAX: (727) 464 -5794 FAX; (727) 592.7610 TANGraV. PERSONAL .PROPERTY TEL. (727) 464.3207 REs1DFNPIAL APPgA1SALS; TPP TM : (727) 46¢9484 PAX: (727) 464.3448 T&[.: (727) 464 -3643 (C1M10 TFP PAX: (727) 4G4 -9488 HEARTNO IMPAIRF,p: (7,27) M4 -1137Q MAIL: PO BOX 1957 - (7Carwater, F0,3757 Drainage Design Report - Addendum FOR: Pine Berry Senior Apartments @ SE Corner of Barry Street & Highland Avenue Pinellas County, Florida Gulf Coast Cons ulting, Inc. SUBMITTED TO: The City of Clearwater WIN7: "I .i007:�'i� Gulf Coast Consulting, Inc. 13825 ICOT Boulevard, Suite 605 Clearwater, Florida 33760 Ph: (727) 524 -1818 Addendum October 2009 August 2009 GCC Project # 09 -014 D T@Ila T T OCT 1 6 2009 DEVELOPMENT SERVICES DEPT CITY OF CLEARWA ER I Drainage Design Report - Addendum FOR: Pine Berry Senior Apartments @ SE Corner Barry Street & Highland Avenue PINELLAS COUNTY, FLORIDA SUBMITTED TO: The City of Clearwater ,Gulf Coast Consulting, Inc. 13825 ICOT Boulevard Suite 605 Clearwater, Florida 33760 Ph: (727) 524 -1818 David L. Bilyeu P.E. Sr. Project Manager Addendum October 2009 August 2009 GCC PROJECT No. 09 -014 Y:\PINELLAS\Pine Berry Apartments (09- 014)\Drainage \09 -014 Drainage Report CoC Addndm.doc GCC PROJECT No. 09 -014 Pine Berry Senior Apartments PINELLAS COUNTY, FLORIDA Table of Contents Part A — General Information: Calculations Summary Part B — Drainage Analysis & Calculations: Post - Development Conditions: Pre/Post- Development Drainage Basin Map Vault Recovery Drawdown Analysis Calculations Storm Tab (Conveyance of Off -site Run -Off) Storm Tab (On -site) Off -site Run -Off Calculations f OCT 16 2009 DEVELOPMENT SERVICES DEPT CITY OF CLEARWAf ER i PART A - GENERAL INFORMATION ➢ Calculations Summary OCT 1 6 2009 DEVELOPMENT SERVICES DEPT CITY OF CLEARWATER YVINELLASTine Berry Apartments (09- 014)\Drainage \09 -014 Drainage Report CoC Addndm.doc CALCULATIONS SUMMARY This addendum is subsequent to the drainage report submitted to the City of Clearwater on 09 -01 -2009. The items addressed herein were requested by city staff in regard to case number FLD2009 -09033 — 1225 S Highland Ave, Development Review Agenda, dated 10 -01 -2009. Specific items addressed are on page 14 of the city's review comments under the heading of General Engineering; item 2, a drawdown analysis for the underground vault and item 3, a storm tab. Vault Recovery Drawdown Analysis Calculations The vault recovery drawdown analysis calculations demonstrate that the underground vault's volume is recovered within 23.43 hours, thereby meeting the required 24.00 hour threshold. The vault has been sized to accommodate the City of Clearwater's specified 25yr -lhr storm. The required volume for this site is 9,864 CF, however 10,127 CF has been provided. Please see the attached calculations. Storm Tab Calculations The storm tabulation calculations are provided to demonstrate that the storm pipes are sized adequately. Per the city's request, the storm pipe tabulations have been calculated utilizing the specified 25yr -lhr storm. Calculations have been provided for both on -site and off -site (conveyance). The on -site calculations (storm tab heading on -site) demonstrate that no inlets have a hydraulic gradient above the grate inlets proposed. The off -site calculations (storm tab heading conveyance) demonstrate that no inlets have a hydraulic gradient above the grate inlets proposed. Please note that a base flow (of 16.22 CFS) has been introduced into inlet EX -1, thus providing for the conveyance of off -site flow from Basins 8 & 9 and a base flow (of 0.87 CFS) has been introduced into inlet ST -2, thus providing for the conveyance of off -site flow from Basin 6. Please see the attached off -site basin run -off calculations, the Pre/Post- Development Basin Maps and the construction documents for more information. OCT 16 2009 D IDEVELOPMENT SERVICES DEPT CITY OF CLEARWAI ER 2 PART B - DRAINAGE ANALYSIS & CALCULATIONS ➢ Post - Development Conditions • Pre/Post- Development Drainage Basin Map • Vault Recovery Drawdown Analysis Calculations • Storm Tab (Conveyance of Off -Site Run -Off) • Storm Tab (On -Site) • Off -Site Run -Off Calculations OCT .1 6 2009 DEVELOPMENT SERVICES DEPT CITY OF CLEARDWATER K L j q k 1 s r •� �,li - _ r.� n -A MEW 4 r EYl�I y L Sr .Ae - fir_= cam° 9 071 IA,•J Aw .. __rH — ` F 1 0 30 80 120 i♦ € Tiow ^�. _ t'I per,: "'� SCA® ::.. .• 9 !� AMFY ? N& 4F BA.Slt:S - u del �L iSF t • :coal( .r- 3�#•� ' >•:. P J'�-` 4 � !"�P k'.. • -_-}�® i•�'iC of lK Qv � r C �f(• F +E � �A"� �� it I 1 f 1 l ULi-' MIA .V$t _F ->_• JY.�AI Gulf Cent consulting Inc. Pine Be Senior Limited Partnership PINE BERRY APARTMENTS Gul ol.l nt Consulting, Berry P saes lCOT m.w.surlF ws om,Ma. �mao 2206 Jo -An Drive PRE - DEVELOPMENT BASIN MAP Fan.' (PTi +.i -1818 r... mn saaoso Sarasota FL 34231 S _ .'T�' Y IrA o© OCT 16 2009 CITY OF ONSITE BASINS t AREA �t 1 1.42 AC PRE BASIN 2 1.05 AC ., act, 14 + o I AC f: 4 0.41 AC PRE BASIN 5 0.10 AC . Lr y 3 •I * V' rI 9J -M %{.1 5 r F 9 •iy, le — w: n -A MEW 4 r EYl�I y L Sr .Ae - fir_= cam° 9 071 IA,•J Aw .. __rH — ` F 1 0 30 80 120 i♦ € Tiow ^�. _ t'I per,: "'� SCA® ::.. .• 9 !� AMFY ? N& 4F BA.Slt:S - u del �L iSF t • :coal( .r- 3�#•� ' >•:. P J'�-` 4 � !"�P k'.. • -_-}�® i•�'iC of lK Qv � r C �f(• F +E � �A"� �� it I 1 f 1 l ULi-' MIA .V$t _F ->_• JY.�AI Gulf Cent consulting Inc. Pine Be Senior Limited Partnership PINE BERRY APARTMENTS Gul ol.l nt Consulting, Berry P saes lCOT m.w.surlF ws om,Ma. �mao 2206 Jo -An Drive PRE - DEVELOPMENT BASIN MAP Fan.' (PTi +.i -1818 r... mn saaoso Sarasota FL 34231 S _ .'T�' Y IrA o© OCT 16 2009 CITY OF ONSITE BASINS AREA PRE BASIN 1 1.42 AC PRE BASIN 2 1.05 AC PRE BASIN 3 0.24 AC PRE BASIN 4 0.41 AC PRE BASIN 5 0.10 AC . TOTAL: 3.22 AC OFFISTE BASINS AREA PRE BASIN 6 0.28 AC PRE BASIN 7 2.38 AC PRE BASIN 8 2.05 AC PRE BASIN 9 3.17 AC . TOTAL: 7.88 AC n * L ' F r 1` r..nr - �" E �■f ' 1 �- •••• ,�'' .R y�y,' I i� _1 _. Kx Ell .,' •. ^ {� � � \ 9i Iw \' - � {\i. I..'J,Ky � ,•--• .{,ra'!. yb 7V � �"� • ,.2 : _ wur _ '1 0 120 .p r1 - T , rO6T9ASR11 ay.rns»o.' WAM I' Atw l - 90088 L .Z t — ,- j_`� /�1 C�YI- �6J� ' �M1l. �+ .'����~' - I I � � I - -- "•• �` & " "�� - - SUB-BASINS (STORM TAB ON -SITE) ; - , lt�el - ,��. OF POST BASIN 1 AREA ,5� �a -.I s. - - .W 1 1� II •a. �t rlr i� rt '�- AC 4 M' -� P� n fi„ ST 8 0.06 AC �' T !f' + � �, 1 � ' a u ^- o I s i^ �, ST -9 0.16 AC 1 F b II * �. • T I ST -10 0.00 AC A/' :.y j� ».. S r•!I �., - II- a .. ,� {� ;$ P � ST-11 0.10 AC ST -12 0.24 AC #;• 1. a +... - �, ', b I - -�, :. s. •is'. ST -13 0.08 AC ., ''af'f e + * I Id �.'• . ST -16 0.19 AC - ••' . ' ,. ,�< -.��� t , Irosr sasw ST -17 0 . 31 AC 11i664 SF- d4, I c ' , . �.. - ( -. .. .,:» iii a"stn s - - v5 �+•a: 0.11 AC a TOTAL -•4 � °, . ... :, , .. _� � i . sa i r .._ .�Ii _�.....- e� T 1.42 AC wis b 11 Ik i, ON SITE BASINS AREA '+•_•� -�' +r -,� *•• ,� _ POST BASIN 1 2.66 AC Erg IF . y. t ,p s rova•slsx __ 1 - W POST BASIN 2 0.28 AC POST BASIN 3 0.28 AC . •� '"'-i +.; b (ar*`-, ♦. "t , _ I .. ' �, TOTAL: 3.22 AC fit - ¢�. '''�� ,r - i {k • • a I'1 I '- - �I 4 1''"' -r " I�� OFF -SITE (STORM TAB Qeas[ OFF -SITE) i _ I " �.,, t•'. f` - BASINS AREA POST BASIN 0.28 AC "S>F - ", t; POST BASIN 7 2.38 AC ' , , .� I ��rx•*y'F - A ,t .' 'iP >J I A�'q POST BASIN 8 2.05 AC POST BASIN 9 3.17 AC . r L >s��+ -zY - ' M. y _ r , a w • TOTAL: 7.88 AC �• . �_ ``: -,. � `'_ - .";i - I —."`� , � .iii+•., 1 .;yC �, - `y , .,�, �• i, a NISI 6lSL \9 t' OCT 1 6 2009 "6i.i, �,r _ DEVELOPMENT SERVICES DE . t L g1 y OF CL EARWATER ,_. / ,�•. r 1( SIIF }T r E (f`II'TIb4 ° �—� Golf coast Consulting, Inc. Pine Berry Senior Limited Partnership PINE BERRY APARTMENTS I..a n.idow�miceawi�{ �� Ines rcorazw.susr[eos ••- 2206 Jo -An Drive oe r m -n szaxie POST- DEVELOPMENT BASIN MAP 16 r..�lnnsmcoso Sarasota FL 34231 Project: No: r--[E °dry 2009 Vault Recovery Drawdown Analysis Calculations Pine Berry Senior Apartments 09 -014 Date: 10/200 DEVELUFMt CITY OF By: VT Green Numbers = 106 from, another spreadsheet Blue Numbers = In • ut Red Numbers = Calculations Pond /Basin = Vault Flow Q cfs Q Avg. Pond Surface Area at DLW = 6,534 Sq. Ft. 0.15 ac. iE LA Pond Surface Area at NWL = 6,534 Sq. Ft. 0.15 ac. T- H Notch Height (H) = 1.55 Feet = 18.6 in. Notch Width (L) = 0.50 Feet = 6.0 in. Horizontal Crested Weir Equation C=J 3.201 Coefficient of discharge Q = C L H3r2 '/2 Volume Time = 0.751 Hours Tota'I (Recovery Time = 23.431 Hours Increm. Area (sq.ft.) 0 Total H (Ft) Increm. H (Ft) Flow Q cfs Q Avg. Delta Volume Cum. Volume Delta Hours Cum. Hours Surface Area 1.550 3.088 6,534 0.031 3.041 203 203 0.02 1.519 2.995 0.02 6,534 0.031 2.950 203 405 0.02 1.488 2.904 0.04 6,534 0.031 2.859 203 608 0.02 1.457 2.814 0.06 6,534 0.031 2.769 203 810 0.02 1.426 2.725 0.08 6,534 0.031 2.680 203 1,013 0.02 1.395 2.636 0.10 6,534 0.031 2.593 203 1,215 0.02 1.364 2.549 0.12 6,534 0.031 2.506 203 1,418 0.02 1.333 2.462 0.14 6,534 0.031 2.420 203 1,620 0.02 1.302 2.377 0.17 6,534 0.031 2.335 203 1,823 0.02 1.271 2.293 0.19 6,534 0.031 2.251 203 2,026 0.02 1.240 2.209 0.22 6,534 0.031 2.168 203 2,228 0.03 1.209 2.127 0.24 6,534 0.031 2.086 203 2,431 0.03 1.178 2.046 0.27 6,534 0.031 2.006 203 2,633 0.03 1.147 1.965 0.30 6,534 0.031 1.926 203 2,836 0.03 1.116 1.886 0.33 6,534 0.031 1.847 203 3,038 0.03 1.085 1.808 0.36 6,534 0.031 1.770 203 3,241 0.03 Y: \PINELLAS \Pine Berry Apartments (09 -014) \Drainage \09 -014 Drainage Spreadsheet.xls DEPT 1.0541 1.0231 0.992 0.961 0.930 0.899 0.868 0.837 0.77 0.74 0.71 0.68 0.65 0.62 0.58 0.55 0.52 0.465 0.434 0.403 0.372 0.341 0.310 0.248 0.217 0.186 1.731 0.031 1.693 ui vED Q � 1.618 ewe, vc Q 0.031 W � J 1.544 C-1 IL 'y Q 4=0 �. 1.471 1.435 0.031 1.399 1.0541 1.0231 0.992 0.961 0.930 0.899 0.868 0.837 0.77 0.74 0.71 0.68 0.65 0.62 0.58 0.55 0.52 0.465 0.434 0.403 0.372 0.341 0.310 0.248 0.217 0.186 203 203 203 203 203 203 203 203 203 203 203 203 203 203 203 203 203 203 203 203 203 203 3,443 3,646 3,849 4,051 4,254 4,456 4,659 4,861 5,064 5,266 5,469' 5,672 5,874 6,077 6,279 6,482 6,684 7,089 7,292 7,494 7,697 7,900 8,102 8,305 8,507 8,710 8,912 0.03 0.03 0.04 0.04' 0.05 0.05 0.05 0.06 0.06 0.06 0.07 0.09 0.10 0.11 0.12 0.13 0.15 0.17 0.19 0.31 0.39 0.39 0.42 0.46 0.49 0.61 0.66 0.70 0.75 0.81 0.86 0.92 1.06 1.13 1.21 1.30 1.40 1.50 1.62 1.75 1.90 2.47 2.73 3.04 3.43 6,534 6,534 6,534 6,534 6,534 6,534 6,534 6,534 6,534 6,534 6,534 6,534 6,534 6,534 6,534 6,534 6,534 6,534 6,534 6,534 6,534 6,534 6,534 Y: \PINELLAS \Pine Berry Apartments (09- 014) \Drainage \09 -014 Drainage Spreadsheet.xls 1.731 0.031 1.693 1.656 0.031 1.618 1.581 0.031 1.544 1.507 0.031 1.471 1.435 0.031 1.399 1.364 0.031 1.329 1.294 0.031 1.260 1.225 0.031 1.191 1.158 0.031 1.125 1.092 0.031 1.059 1.027 0.031 0.995 0.963 0.031 0.932 0.901 0.031 0.871 0.840 0.031 0.811 0.781 0.031 0.752 0.723 0.031 0.695 0.667 0.031 0.640 0.612 0.031 0.586 0.559 0.031 0.533 0.507 0.031 0.482 0.457 0.031 0.433 0.409 0.031 0.38E 0.363 0.031 0.341 0.319 0.031 0.291 0.276 0.031 0.25E 0.236 0.031 0.21 i 0.198 0.031 0.18C 0.162 0.031 0.14: 0.128 203 203 203 203 203 203 203 203 203 203 203 203 203 203 203 203 203 203 203 203 203 203 3,443 3,646 3,849 4,051 4,254 4,456 4,659 4,861 5,064 5,266 5,469' 5,672 5,874 6,077 6,279 6,482 6,684 7,089 7,292 7,494 7,697 7,900 8,102 8,305 8,507 8,710 8,912 0.03 0.03 0.04 0.04' 0.05 0.05 0.05 0.06 0.06 0.06 0.07 0.09 0.10 0.11 0.12 0.13 0.15 0.17 0.19 0.31 0.39 0.39 0.42 0.46 0.49 0.61 0.66 0.70 0.75 0.81 0.86 0.92 1.06 1.13 1.21 1.30 1.40 1.50 1.62 1.75 1.90 2.47 2.73 3.04 3.43 6,534 6,534 6,534 6,534 6,534 6,534 6,534 6,534 6,534 6,534 6,534 6,534 6,534 6,534 6,534 6,534 6,534 6,534 6,534 6,534 6,534 6,534 6,534 Y: \PINELLAS \Pine Berry Apartments (09- 014) \Drainage \09 -014 Drainage Spreadsheet.xls t Oc 6 2009 DEVELOPMENT SERVICES DEPT CITY OF CLEARWATER Y: \PINELLAS \Pine Berry Apartments (09 -014) \Drainage \09 -014 Drainage Spreadsheet.xis 0.031 0.113 203 9,115 0.50 0.155 0.098 3.93 6,534 0.031 0.084 203 9,317 0.67 0.124 0.070 4.60 6,534 0.031 0.058 203 9,520 0.98 0.093 0.045 5.58 6,534 0.031 0.035 203 9,723 1.61 0.062 0.025 7.18 6,534 0.031 0.017 203 9,925 3.37 0.031 0.009 10.55 6,534 0.031 0.004 203 10,128 12.89 0.000 0.000 23.43 6,534 t Oc 6 2009 DEVELOPMENT SERVICES DEPT CITY OF CLEARWATER Y: \PINELLAS \Pine Berry Apartments (09 -014) \Drainage \09 -014 Drainage Spreadsheet.xis 10/12/2009 STORM SEWER HYDRAULICS Page: 1 System: CONVEY PROJECT I I CONDITIONS Number: 09 -014. Description: Pine Berry Senior Apartmen County: Pinellas Organization: GULF COAST CONSULTING, INC. Designed by: VT I Checked by: DB Outfall Tailwater El: 22.561 Exit Loss at Outfall: 0.001 Storm Event - IDF Curve Runoff Coeff. default Zone Fre uenc Area 1 1 Area 2 1 Area 3 Storm Sewer Control El 24.291 6 25 1 0.00 1 0.00 1 0.00 HGL method: Standard FDOT (Jump HGL to i e crown). FROM TO Drainage Areas Tc Travel Inten. Total Flow (cfs) Inlet Elevations Pipe Elevations Fall Pipe HGL Flow Velocity apacit Mann'g Area Runoff C *A Lcl CA Qb Sum(Qb) Inlet HGL HGL Height Actual Station Offset Time CA % Type 'N' Crown Line FL Type Brls Len Coeff UpStr CIA Min HGL Width h sica min min in /hr ac Flow Line ft in (fps) (cfs) (A) (C) CA Tot CA TOTAL Clear. Jnc Loss (%) EX -1 ST -1 0.12 0.84 0.10 0.10 16.22 16.22 33.15 31.92 31.92 27.30 4.619 24.00 3.4995 Partial 14.65 0.00 0.00 0.00 0.00 0.00 60.00 0.15 3.72 0.10 0.37 0.00 33.14 27.30 super 97.46 0.012 DBI -E 1 132.00 0.00 0.00 0.00 0.10 16.59 1.23 0.00 31.14 25.30 5.840 38.00 4.4242 19.11 ST -1 ST -2 0.12 0.61 0.07 0.07 0.00 16.22 32.10 27.12 27.12 27.09 0.032 24.00 0.1325 Full 3.31 0.00 0.00 0.00 0.00 0.10 60.15 0.12 3.71 0.17 0.65 0.00 27.30 27.09 43.34 0.012 DBI -C J 1 24.00 0.00 0.00 0.00 0.17 16.87 4.98 0.00 25.30 25.09 0.210 38.00 0.8750 8.50 ST -2 ST -3 0.28 0.61 0.17 0.17 0.87 17.09 30.90 26.77 26.77 26.56 0.207 24.00 0.1572 Full 3.60 0.00 0.00 0.00 0.00 0.17 60.27 0.61 3.71 0.34 1.28 0.00 27.09 26.56 29.36 0.012 DBI -C J 1 132.00 0.00 0.00 0.00 0.34 18.37 4.13 0.00 25.09 24.56 0.530 38.00 0.4015 5.76 ST -3 ST-4 0.00 0.00 0.00 0.00 0.00 17.09 30.90 26.23 26.23 26.02 0.212 24.00 0.1570 Full 3.60 0.00 0.00 0.00 0.00 0.34 60.88 0.62 3.69 0.34 1.27 0.00 26.56 26.02 29.30 0.012 MHP -8 1 135.00 0.00 0.00 0.00 0.34 18.36 4.67 0.00 24.56 24.02 0.540 38.00 0.4000 5.75 ST-4 ST -5 0.00 0.00 0.00 0.00 0.00 17.09 32.75 25.89 25.89 25.82 0.071 24.00 0.1569 Full 3.60 0.00 0.00 0.00 0.00 0.34 61.51 0.21 3.66 0.34 1.26 0.00 26.02 25.82 30.89 0.012 MHJ -7T 1 45.00 0.00 0.00 0.00 0.34 18.35 6.86 0.00 24.02 23.82 0.200 38.00 0.4444 6.06 ST -5 ST-6 0.00 0.00 0.00 0.00 0.00 17.09 28.60 25.24 25.24 24.87 0.373 24.00 0.1569 Full 3.60 0.00 0.00 0.00 0.00 0.34 61.72 1.10 3.66 0.34 1.26 0.00 25.82 24.87 29.27 0.012 MHJ -8 1 238.00 0.00 0.00 0.00 0.34 18.35 3.36 0.00 23.82 22.87 0.950 38.00 0.3992 5.74 ST-6 EX -2 0.00 0.00 0.00 0.00 3.08 20.17 27.45 24.56 24.56 24.29 0.270 29.00 0.3971 Partial 6.26 0.00 0.00 0.00 0.00 0.34 62.82 0.00 3.62 0.34 1.25 0.00 25.29 25.02 super 48.25 0.012 MHP -8 1 68.00 0.00 0.00 0.00 0.34 21.42 2.89 0.00 22.87 22.60 0.270 45.00 0.3971 6.52 ocr , s zoos IF DEVELOPMENT SERVICES DEPT CITY OF CLEARWATER Units: ENGLISH Automated Storm sewer Analysis & Design (ASAD), copyright 1992 -2006, Hiteshew Engineering Systems, Inc. Ph: (352) 383 -4191 Portions of ASAD were developed by Kenneth J. Leeming, P.E. at International Engineering Consultants, Inc. T60v11.RPT 10/14/2003 EX 2 29x45RCP I��BI d I Taira ter El. (22.56) 0m o �O -a nM r m mn !'1 N m 21 O Q7 0 CA3 o� 0 UR Project � x .TA 247G38RCP ST -r. Options h [Al 9 9031 15 IB EM ME) 9D 16 m EED 40 54 ;M Im 3T -1 )BI -C(J) nEl: 32.10 RCP EX -1 DB6E InEI: 33.15 Pre/Po st = Development- Rational Method 25 Year Calculations (Basin 6): Project: Pine Berry Senior Apartments Job No: 09 -014 DRAINAGE AREA = C' PRE /POST- DEVELOPMENT = CONCENTRATION TIME = 'I' FOR CT = Q' IPIRE /POSTl.DEVELOPMENT = Date: 07/2009 0.28 ac 0.84 1.00 Hours 3.70 in /hr 0.87 Ifs D OCT 16 2009 DEVELOPMENT SERVICES DEPT CITY nF CLEARWAY' > Y: \PINELLAS \Pine Berry Apartments (09- 014) \Drainage \09 -014 Drainage Spreadsheet.xls - PrePost Dschrg Rate OFS City 6 10/12/2009 Pre/ Post = Development Rational'Method 25 Year Calculations (Basin 8): Project: Pine Berry Senior Apartments Job No: 09 -014 DRAINAGE AREA = 2.05 ac C' PRE /POST- DEVELOPMENT = 0.84 CONCENTRATION TIME = 1.00 Hours 'I' FOR CT = 3.70 in /hr Q" IPIRE /iPOST- ;DIEVI EWPIIU!IENT = 6.37 Ids Date: 07/2009 OCT 1 6 2009 DEVELOPMENT SERVICES DEPT C'TY OF CLEARWATER Y: \PINELLAS \Pine Berry Apartments (09- 014) \Drainage \09 -014 Drainage Spreadsheet.xls - PrePost Dschrg Rate OFS City 8 10/12/2009 Pre /Post- DevelopmentRati'onal Method 25 Year Cal "cdiations (Basin 9): Project: Pine Berry Senior Apartments Job No: 09 -014 DRAINAGE AREA = C' PRE /POST- DEVELOPMENT= CONCENTRATION TIME = 'I' FOR CT = Q' PRE /POST - 'D'EVELO'PMENT = Date: 0712009 3.17 ac 0.84 1.00 Hours 3.70 in /hr 9.85 cfs COMM OCT 16 2009 /ELOPMENT SERVICES DEPT CITY OF CLEAFW!A ?'r l Y: \PINELLAS \Pine Berry Apartments (09- 014) \Drainage \09 -014 Drainage Spreadsheet.xls - PrePost Dschrg Rate OFS City 9 10/12/2009 10/15/2009 STORM SEWER HYDRAULICS Page: 1 System: ON -SITE PROJECT CONDITIONS Number: 09 -014. Organization: GULF COAST CONSULTING, INC. Outfall Tailwater El: 27.81 Storm Event - IDF Curve Runoff Coeff. default Description: Pine Berry Senior Apartmen Designed by: VT Exit Loss at Outfall: 0.001 Zone Frequency Areal Area 2 Area 3 County: Pinellas Checked by: DB Storm Sewer Control El 28.001 6 25 0.84 0.00 0.00 1461 mpthnd- Standard FDOT (Jump HGL to nine crown). FROM TO Drainage Areas Tc Travel Inten. Total Flow (cfs) Inlet Elevations Pipe Elevations Fall Pipe HGL Flow Velocity apacit Mann'g Station Offset Time CA % Type 'N' Area Runoff C"A Lcl CA Qb Sum(Qb) Inlet HGL HGL Height Actual Crown Line FL Type Brls Len Coeff UpStrrr CIA Min HGL Width Physica min y JiNlIq ac Flow Line ft in (fps) (cfs) (A) (C ) (CA Tot CA TOTAL Clear. Jnc Loss % ST -7 ST -8 0.06 0.84 0.05 0.05 _(nj!n 0.00 0.00 34.30 32.32 32.32 32.07 0.250 12.00 0.2049 Partial 1.47 0.00 0.00 0.00 0.00 0.00 60.00 1.38 3.72 0.05 0.19 0.00 33.10 32.85 super 1.75 0.012 DBI -A 1 122.00 0.00 0.00 0.00 0.05 0.19 1.98 0.00 32.10 31.85 0.250 12.00 0.2049 2.22 ST -8 ST -10 0.17 0.84 0.14 0.14 0.00 0.00 34.85 31.25 31.25 30.75 0.500 12.00 0.5376 Partial 3.42 0.00 0.00 0.00 0.00 0.17 61.38 0.45 3.67 0.31 1.17 0.00 31.80 31.30 critical 2.83 0.012 DBI -A 1 93.00 0.00 0.00 0.00 0.31 1.17 3.60 0.00 30.80 30.30 0.500 12.00 0.5376 3.60 ST -10 ST -11 0.00 0.84 0.00 0.00 0.00 0.00 32.85 30.61 30.61 29.90 0.712 12.00 1.0035 Partial 5.56 0.00 0.00 0.00 0.00 0.31 61.83 0.21 3.65 0.31 1.17 0.00 31.30 29.90 sub 5.42 0.012 MHJ -7T 1 71.00 0.00 0.00 0.00 0.31 1.17 2.24 0.00 30.30 28.90 1.400 12.00 1.9718 6.90 STA1 STA2 0.10 0.84 0.08 0.08 0.00 0.00 31.40 29.34 29.34 28.44 0.899 12.00 0.4408 Partial 4.40 0.00 0.00 0.00 0.00 0.31 62.05 0.77 3.64 0.40 1.47 0.00 29.90 28.10 sub 3.63 0.012 DBI -A 1 204.00 0.00 0.00 0.00 0.40 1.47 2.06 0.00 28.90 27.10 1.800 12.00 0.8824 4.62 ST -12 STA3 0.24 0.84 0.20 0.20 0.00 0.00 28.69 28.44 28.44 28.21 0.228 12.00 0.3215 Full 2.79 0.00 0.00 0.00 0.00 0.40 62.82 0.42 3.62 0.60 2.19 0.00 28.10 27.90 2.05 0.012 DBI -A 1 71.00 0.00 0.00 0.00 0.60 2.19 0.25 0.00 27.10 26.90 0.200 12.00 0.2817 2.61 ST -13 ST -14 0.08 0.84 0.06 0.06 0.00 0.00 28.30 28.21 28.21 28.12 0.095 12.00 0.3938 Full 3.08 0.00 0.00 0.00 0.00 0.60 63.24 0.13 3.60 0.67 2.42 0.00 27.90 27.70 3.52 0.012 DBI -A 1 24.00 0.00 0.00 0.00 0.67 2.42 0.09 0.00 26.90 26.70 0.200 12.00 0.8333 4.49 ST -14 ST -15 0.00 0.84 0.00 0.00 0.00 0.00 32.25 28.12 28.12 28.00 0.119 18.00 0.1404 Full 2.41 0.00 0.00 0.00 0.00 1.18 63.37 0.00 3.60 1.18 4.26 0.00 28.20 28.00 5.52 0.012 DBI -C 1 85.00 0.00 0.00 0.00 1.18 4.26 4.13 0.00 26.70 26.50 0.200 18.00 0.2353 3.12 ST -9 ST -8 0.15 0.84 0.12 0.12 0.00 0.00 33.00 31.80 31.80 31.80 0.003 12.00 0.0147 Full 0.60 0.00 0.00 0.00 0.00 0.00 60.00 0.16 3.72 0.12 0.47 0.00 32.00 31.80 3.96 0.012 DBI -A 1 19.00 0.00 0.00 0.00 0.12 0.47 1.20 0.00 31.00 30.80 0.200 12.00 1.0526 5.04 ST -16 STA7 0.19 0.84 0.16 0.16 0.00 0.00 33.20 31.42 31.42 29.90 1.519 12.00 1.4745 Partial 4.67 0.00 0.00 0.00 0.00 0.00 60.00 0.37 3.72 0.16 0.59 0.00 32.20 29.90 sub 5.77 0.012 DBI -A 1 103.00 0.00 0.00 0.00 0.16 0.59 1.78 0.00 31.20 28.90 2.300 12.00 2.2330 7.34 ST -17 STA8 0.31 0.84 0.26 0.26 0.00 0.00 30.90 29.83 29.83 29.60 0.226 12.00 0.1624 Full 1.98 0.00 0.00 0.00 0.00 0.16 60.37 1.16 3.70 0.42 1.56 0.00 29.90 29.60 1.79 0.012 DBI -A 1 139.00 0.00 0.00 0.00 0.42 1.56 1.07 0.00 28.90 28.60 0.300 12.00 0.2158 2.28 ST -18 ST -14 0.11 0.84 0.09 0.09 0.00 0.00 34.05 29.39 29.39 29.09 0.300 12.00 0.2542 Partial 2.82 0.00 0.00 0.00 0.00 0.42 61.53 0.70 3.66 f 0.51 1.88 0.00 29.60 29.30 super 1.95 0.012 DBI -A 1 118.00 0.00 0.00 0.00 0.51 1.88 4.66 0.00 28..60 28.30 0.300 12.00 0.2542 2.48 O � � a n its: ENGLISH I OCT 16 2009 irtwrMtNIr SERVICES DEPT CITY OF CLEARWATEri ated Storm sewer Analysis & Design (ASAD), copyright 1992 -2006, Hiteshew Engineering Systems, Inc. Ph: (352) 383 -4191 Portions of ASAD were developed by Kenneth J. Leeming, P.E. at International Engineering Consultants, Inc. T60v11.RPT 10/14/2003 PROJECT: Pine Berry Senior Apartments PROJECT No: 09 -014 08/2009 CALCULATION OF 14" x 23" CULVERT VAULT INFLUENT CAPACITY USING MAiNNING'S !EQUATION The capacity of the pipe proposed to be installed to convey flow from the treatment pond to the underground vault is demonstated below. Please note that the equivalent pipe size for a 14" x 23" ERCP is an 18" RCP. The maximum flow rate of storm water entering the vault is 3.22ac x 3.7i x 0.61 c = 7.27 CFS - the capacity of the pipe for this purpose is calculated at 18.86 cfs conservitively, therefore capicity is sufficient. v = (1.486/n) * RA(2 /3) * SA(1 /2) R =A /WP v = flow velocity (cfs) n = Manning's roughness coefficient R = hydraulic radius (ft) S = slope of hydraulic grade line (ft/ft) Q =v *A A = pi * d A 2 A = flow area (so WP = wetted perimeter (ft) Q = flow rate (cfs) pi = 3.141593 d = pipe diameter (ft) PIPE DIAMETER (in) 18 MANNING'S ROUGHNESS (n) 0.012 COEFFICIENT UPSTREAM STAGE (ft NGVD) 27.5 DOWNSTREAM STAGE (ft NGVD) 25.55 LENGTH OF CULVERT (ft) 71 SLOPE OF ( ft/ft) 0.0275 HYDRAULIC GRADE LINE % 2.75% CROSS SECTIONAL (sf) 1.77 AREA WETTED PERIMETER (ft) 4.71 HYDRAULIC RADIUS (ft) 0.38 FLOW VELOCITY (ft/sec) 10.67 TOTAL FLOW (cfs) 18.86 RATE equivalent size = 14" x 23" ercp weir elevation of cs -1 vault dhw 25yr -1 hr OCT 16 2009 DEVELOPMENT SERVICE _. DEPT CITY OF CLEARW / -.: " 1 YIPINELLASWine Seny Apadmems (0M14)0min9get0 9-014 Drainage Spmadsheet.xls. Pipe Celcs 14x23 IN 101152009 PROJECT: Pine Berry Senior Apartments PROJECT No: 09 -014 0812009 CALCULATION OF 14" x 23" CULVERT VAULT EFFLUENT CAPACITY USING MANNING'S EQUATION The capacity of the pipe proposed to be installed to convey flow from the underground vault to the outfall system at structure ST-6 is demonstated below. Please note that the equivalent pipe size for a 14" x 23" ERCP is an 18" RCP. The maximum flow rate of storm water leaving the vault is 3.09 CFS (attached) -the capacity of the pipe for this purpose is calculated at 6.92 cfs conservitively, therefore capicity is sufficient. v = (1.486/n) * R ^(2/3) * S ^(1/2) R =A /WP v = flow velocity (cfs) n = Manning's roughness coefficient R = hydraulic radius (ft) S = slope of hydraulic grade line (ft/ft) Q =v *A A= pi *d ^2 A = flow area (so WP = wetted perimeter (ft) Q = flow rate (cfs) pi = 3.141593 d = pipe diameter (ft) PIPE DIAMETER (in) 18 MANNING'S ROUGHNESS (n) 0.012 COEFFICIENT UPSTREAM STAGE (ft NGVD) 25.55 DOWNSTREAM STAGE (ft NGVD) 25.28 LENGTH OF CULVERT (ft) 73 SLOPE OF (ft/ft) 0.0037 HYDRAULIC GRADE LINE % 0.37% CROSS SECTIONAL (so 1.77 AREA WETTED PERIMETER (ft) .4.71 HYDRAULIC RADIUS (ft) 0.38 FLOW VELOCITY (ft/sec) 3.92 .TOTAL FLOW (cfs) 6.92 RATE 3quivalent size = 14" x 23" ercp dhw in vault 25yr -1hr outfall st-6 pipe crown r�c�r�ad� OCT 1 6 2008 rt:wPMENT SERVICES DEPT CITY OF CLEARWATCR Y:IPINELLAS1Pine Berry Apartments (09-014)\Dminsge\0"i4 Drainage Spmadsheet.xls - Pipe Calm 14x23 OUT 101752009 Thin Blue Numbers = Input data Iso'Id'Red Numbers =Answers Vaullt'Welir Size (City Storm A enuation- IBaSiin il) Weir Calculations Horizontal Broad Crested Weir Equation Q= CLH312 Rectangular Weir I: LEI :1H Weir Coefficient (C) Find the Find the Find the Length Q Height Discharge (Q) = 3.09 cfs 3:09 cfs 3.09 cfs Height above Weir (H) = 1.55 Ft. 1.55 Ft. 1, j5'5 Ft. Weir Crest Length (L) _ 0.50 Ft. 0.50 Ft. 0.50 Ft. INofieM iVau'It DH, W .of ;25.55 G m .f w �St im'inus 24,100 ((Vault iln'iUM Sta;ge)) cequa'Is ,1, S5' weir Ihe°igh"t. Q Post = 4.35 CFS ((3:1Q9 (CFS •- [Bas°in '110.1us ,126 +GFS .- iBaMns 2 (&,3,,) :Qpre '= -4.53 , C 'FS 1 �I OCT 16 zoos 1 IU DEVELOPMENT SERVICES DC'O'Y OF CLEARWATE YVINELLASTine Berry Apartments (09 -014) \Drainage \09 -014 Drainage Spreadsheet.xls - Weir ATNTN City 10/15/2009 Drainage Design Report e� RECaF P 0 1 2009 P� INS FOR: PINE BERRY SENIOR APARTMENTS @ SE CORNER BARRY STREET & HIGHLAND AVENUE PINELLAS COUNTY, FLORIDA Gulf Coast Consulting, Inc. SUBMITTED TO: The City of Clearwater The Southwest Florida Water Management District PREPARED BY: Gulf Coast Consulting, Inc. 13825 ICOT Boulevard Suite 605 Clearwater, Florida 33760 Ph: (727) 524 -1818 August 2009 GCC PROJECT No. 09 -014 N z M �6, �m CIO m z 0 D D >v � =m �z co co W 0 D -n --i r �v vN O O Cl) tD CD Co = wD Z v ml tf.Fa 3 ? L _Da. " �i ' .E. ; . a g tAyN{�!h er Drainage Design Report FOR: Pine Berry Senior Apartments @ SE Corner Barry Street & Highland Avenue PINELLAS COUNTY, FLORIDA SUBMITTED TO: The City of Clearwater The Southwest Florida Water Management District PREPARED BY: Gulf Coast Consulting, Inc. 13825 ICOT Boulevard Suite 605 Clearwater, Florida 33760 Ph: (727) 524 -1818 David L. Bilyeu P.E. Sr. Project Manager August 2009 GCC PROJECT No. 09 -014 Y:\PINELLAS\Pine Berry Apartments (09- 014)\Drainage \09 -014 Drainage Report.doc GCC PROJECT No. 09 -014 Pine Berry Senior Apartments PINELLAS COUNTY, FLORIDA Table of Contents Part A — General Information: Project Summary 2 Calculations Summary 3 -4 Off -Site Run -Off Conveyance Calculations 5 -7 Drainage .Results ,`Sum ary 8 Location Map 9 Vicinity /Parcel Map 9 Aerial Map 10 SWFWMD Aerial 11 USGS Quad Map 12 SCS Soils Maps 13 -15 FEMA Map 17 Part B — Drainage Analysis & Calculations: Pre - Development Conditions: Pre - Development Drainage Basin Map 21 Pre - Development Composite "C" Calculations 22 -23 Pre - Development Composite "CN" Calculations 24 -25 Pre - Development Rational Method Calculations (Basins 1 -5) 26 Pre - Development Rational Method Calculations (Basins 6 -9) 27 -30 Pre - Development ICPR Flow Chart 31 Pre- Development ICPR Input Data 32 -36 Pre- Development ICPR Output Basin (1 -9) Summary 37 -40 Post - Development Conditions: Post - Development Drainage Basin Map 42 Post - Development Composite "C" Calculations 43 -44 Post - Development Composite "CN" Calculations 45 -46 Pre /Post Rational Volumetric Difference Drainage Calculations 47 Vault Volume— Rational Attenuation DHW Calculations 48 Vault Weir Size Rational Calculations (Basin 1) 49 Post - Development Rational Calculations (Basins 2 -3) 50 Post - Development Rational Calculations (Basins 6 -9) 51 -54 Post - Development ICPR Flow Chart 55 Post - Development ICPR Input Data 56 -61 Post - Development ICPR Output Reach Summary (Basin 1) 62 Post- Development ICPR Output Node Summary (Basin 1) 63 Post- Development ICPR Output Basins (2 -3, 6 -9) Summary 64 -66 Part C — Water Quality Drainage Calculations: Pond Treatment & Volume Calculations (1/2" Requirement) 68 Pond Treatment Calculations (Efficiency) 69 -71 PART A - GENERAL INFORMATION ➢ Project Summary ➢ Calculations Summary ➢ Off -Site Run -Off. Conveyance Calculations Drainage ! : esu! is Summary mary ➢ Location Map ➢ Vicinity /Parcel Map ➢ Aerial Map ➢ SWFWMD Aerial ➢ USGS Quad Map SCS Soils Map ➢ FEMA Map Y:\PINELLAS\Pine Berry Apartments (09- 014)\Drainage \09 -014 Drainage Report.doe PROJECT SUMMARY • General Overview The approximate 3.22 acre commercial / high - density residential use property is located at the southeast corner of Highland Avenue & Barry Street, lying within Section 23, Township 29S and Range 15E in the City of Clearwater, Pinellas County, Florida. The proposed improvements will consist of a 4 story senior apartment complex and required infrastructure. The existing site topography is moderately sloped. The site falls from the southeast to the northwest from approximate elevation 42 to approximate elevation 28 (see the construction documents existing condition plan). Runoff from this site drains to the existing drainage systems along Barry Street and Highland Avenue which both ultimately drain to.. an existing inlet at the southeast. corner of Highland Avenue, and Barry Street. The existing inlet at the southeast corner of Highland Avenue and Barry Street ultimately drains to a storm pipe system along Highland Avenue which eventually drains to Stevensons Creek, St Joseph Sound and the Gulf of Mexico. The site in the pre - development condition, as depicted on an aerial photograph, consists of a sports bar and bowling alley, parking and open space. The stormwater modeling method used for the pre & post development routing for the proposed project was the Rational Method for the City of Clearwater and ICPR v3.10 service pack 4 for The Southwest Florida Water Management District. • Soils The on -site soils as identified from the USDA NRCS website (hyp:/Avebsoils!gv nres.usd'a.gcry /a pp consist of. Urban Land and Myakka Soils and Urban Land. In the summer- of 2009 Terracon Consultants, Inc. performed a sub - surface soil exploration of the proposed site. According to the report, soils varied' across the site. Soils encountered consisted of probable fill soils comprised of loose to medium dense sand to sand with silt, traces of organics and limerock fragments. Native soil consisting of loose to medium dense sand to silty sand and below the sand very stiff to hard sandy lean clay to depths of 20 feet. (For additional soils infonnation see the Geotechnical Report). • Flood Zone According to Flood Insurance Rate Map number 12103C0109H dated May 17, 2005, the site lies within flood zone AE, base flood elevations determined and flood zone X; an area determined to be outside the 500 -year floodplain. According to the referenced map portions of the site lie within the 100 yr floodplain. Floodplain encroachment is evident in the pre- development condition and is mitigated in the post - development scenario. Please see the 100 -Yr Floodplain Mitigation Plan in this report and in the Construction Documents, which show that compensation exceeds encroachment. 2 CALCULATIONS SUMMARY Stormwater management for this site falls under the jurisdiction of The City of Clearwater and The Southwest Florida Water Management District. The positive discharge from the site will be controlled and treated by the stormwater management system. The stormwater management system will consist of a treatment pond with effluent filtration, an underground stormwater vault for attenuation and an outfall control structure to control the discharge rate. Discharge will be directed to the stormwater system on Barry Street. The project site has off - site run -off in the pre - development condition and as such conveyance has been provided in the post - development condition • Pre - Development Analysis The pre - development scenario consists of an existing bowling alley, sports bar and parking lot. In this condition, runoff sheet flows to Barry Street and ultimately the existing inlet at the corner of Higland Avenue and Barry Street and also into the small. swale.._system_.on. the, east-side of.the.property /..building.which.:then:. drains either onto Barry Street or into the existing storm sewer system on Barry Street. This same swale also collects offsite runoff from the south. It is evident by virtue of field inspection that the system, on the east side of the site including the 12 "x 18" storm sewer pipe which heads west to the inlet at Barry and Highland, under hard rain event, can not accommodate the flows introduced. This is evident by scouring and erosion on the north side of the sidewalk, on the eastern end of the property adjacent to Barry Street. This condition will be addressed in the post - development scenario. Please see the existing conditions plan in the construction documents and the pre - development basin map for more information. City of Clearwater To model on -site runoff per City of Clearwater requirements utilizing the Rational Method a composite "C" number of 0.38 was calculated (see the Pre - Development "C" Calculations On -Site for more information). To model off -site runoff per City of Clearwater requirement utilizing the Rational Method a composite "C" number of 0.84 was calculated (see the pre - development "C" calculations off-site for more information). The pre - development storm is the 25 Year — 1 Hour Storm (see the Pre - Development Rational- Method 25 Year — 1 Hour Calculations). SWFWMD To model on -site runoff per SWFWMD requirements utilizing the SCS Method a composite "CN" of 89.4 was calculated (see the pre - development "CN" calculations on -site for more information). To model off-site runoff per SWFWMD requirement utilizing the SCS Method a composite "CN" of 94.4 was calculated (see the pre - development "CN" calculations off-site for more information). Since the pre - development condition is that of a fully developed site, a time of concentration of 15 minutes was utilized in the modeling. The pre- development storm is the 25 Year — 24 Hour Storm (see the Pre- Development ICPR Model Input and Results for more information). 3 • Post - Development Analysis The post - development condition proposes a 4 story senior living apartment complex, swimming pool, parking lot and required infrastructure. As in the pre - development condition the ultimate runoff collection point is the existing inlet at the southeast corner of Higland Avenue and Barry Street. As also present in the pre - development condition, there is off -site runoff from the south. However, in the post - development condition the off -site runoff must be routed around the proposed apartment building and still provide the necessary conveyance without adversely affecting the properties to the south or the proposed on -site improvements. To accomplish this it must be noted that the offsite flow from the south can not sheet flow onto Barry Street as in the pre - development condition because of the proposed improvements — the proposed building. Therefore the off -site run -off must be conveyed via storm pipe around the proposed building. Please see the off -site run -off calculations and the off -site pipe conveyance calculations for more information. On -site run -off will be treated and attenuated. The first V2" of run -off from the site will be treated in a treatment pond and stormwater above that volume will be attenuated in an underground vault. Please note that in the post vs. pre scenario the new impaired water body criteria actually yields a negative required treatment efficiency percentage and therefore is not addressed in the treatment volume, nor does the site fall under the Outstanding Florida Waters and therefore this item is not addressed in the treatment volume either. Please see the post - development basin map and the construction documents for more information. City of Clearwater To model on -site runoff per City of Clearwater requirements utilizing the Rational Method a composite "C" number of 0.61 was calculated (see the Post - Development "C" Calculations On -Site for more information). To model off -site runoff per City of Clearwater requirement utilizing the Rational Method a composite "C" number of 0.84 was calculated (see the post - development "C" calculations off-site for more information). The post - development storm is the 25 Year — 1 Hour Storm. For the on -site run -off modeling, please see the Pre/Post- Development Volumetric Difference Drainage Calculations, Vault Volume Attenuation DHW Calculations, Vault Weir Size Calculations — Basin 1 and The Post - Development Rational Method 25 Year. — 1 Hour Calculations — Basins 2 & 3. For the off -site run -off modeling, please see the Post - Development Rational Method 25 Year Calculations for Basins 6 -9. SWFWNM To model on -site runoff per SWFWMD requirements utilizing the SCS Method a composite "CN" of 87.3 was calculated (see the post - development "CN" calculations on -site for more information). To model off-site runoff per SWFWMD requirement utilizing the SCS Method a composite "CN" of 94.4 was calculated (see the post - development "CN" calculations off -site for more information). The post- development stonn is the 25 Year — 24 Hour Storm (see the Post - Development ICPR Model Input and Results for more information). 0 OFF -SITE RUN -OFF CONVEYANCE CALCULATIONS As previously noted, this site in pre- development condition has off -site run -off from the south routed through the eastern portion of the site via swale and 12 "x 18" storm pipe. It is evident by virtue of field inspection that the system, on the east side of the site including the 12 "x 18" storm sewer pipe which heads west to the inlet at Barry and Highland, under hard rain event, can not accommodate the flows introduced. This is evident by scouring and erosion on the north side of the sidewalk, on the eastern end of the property adjacent to Barry Street. To remedy this situation and provide conveyance of off -site run -off without adversely affecting the adjacent properties and the proposed improvements on -site, it is proposed, in the post- development condition to capture the off -site run -off and storm -pipe- convey the off -site run -off to an improved (up- sized) storm pipe system on -site and on Barry Street. For more information please see the construction documents, off -site basin calculations (utilizing the most conservative event — SWFWNM's 25yr -24hr 9" storm event), pre /post- development basin maps, storm pipe capacity calculations and summary table. Off -site / On -site Conveyance Summary Table Off-site / On-site Conveyed Basins Peak CFS(2S -2-4dbT -tto24 "x38 ") Peak CFS(215. r•24hr• -to29 "x45 ") Post Basin 1 (On -Site & Attenuated) 9.22 cfs Post Basin 3 (On -Site) 1.20 cfs 1.20 cfs Post Basin 6 (Off -Site) 1.27 cfs 1.27 cfs Post Basin 8 (Off -Site) 9.29 cfs 9.29 cfs Post Basin 9 (Off -Site 14.37 cfs 14.37 cfs ITotal CFS to Convey 7-6.0. es 1 3135.315 0S E PROJECT: Pine Berry Senior Apartments PROJECT No: 09 -014 08/2009 • �. • _ ;- � ► ll t � ►. is � • � The capacity of the pipe proposed to be installed to convey off -site run -off from basins 3, 6, 8 & 9 is calculated below. The basins run -off rate is calculated at 26.13 cfs and the capacity of the pipe is 28.10 cfs, therefore capicity is sufficient. v = (1.486/n) * R ^(2/3) * S ^(1/2) R =A /WP v = flow velocity (cfs) n = Manning's roughness coefficient R = hydraulic radius (ft) S = slope of hydraulic grade line (ft/ft) Q =v *A A= pi *d ^2 A = flow area (so WP = wetted perimeter (ft) Q = flow rate (cfs) pi = 3.141593 d = pipe diameter (ft) PIPE - DIAMETER (in) ' 30 MANNING'S ROUGHNESS (n) 0.012 COEFFICIENT UPSTREAM STAGE (ft NGVD) 24.82 DOWNSTREAM STAGE (ft NGVD) 23.5 LENGTH OF CULVERT (ft) 330 SLOPE OF (ft/ft) 0.0040 HYDRAULIC GRADE LINE % 0.40% CROSS SECTIONAL (sf) 4.91 AREA WETTED PERIMETER (ft) 7.85 HYDRAULIC RADIUS (ft) 0.63 FLOW VELOCITY (ft/sec) 5.73 TOTAL FLOW (cfs) 28.10 RATE R PROJECT: Pine Berry Senior Apartments PROJECT No: 09 -014 08/2009 CALCULATION OF 29" x 45" CULVERT CAPACITY USING MANNING'S EQUATIOld The capacity of the pipe proposed to be installed to convey on -site discharge from basin 1 and off -site run -off from basins 3, 6, 8 & 9 and is calculated below. The basins discharge and run -off rate is calculated at 35.35 cfs and the capacity of the pipe is 45.70 cfs, therefore capicity is sufficient. v = (1.486/n) * R ^(2/3) " S ^(1/2) R =A /WP v = flow velocity (cfs) n = Manning's roughness coefficient R = hydraulic radius (ft) S = slope of hydraulic grade line (ft/ft) Q =v'A A = pi ` d 12 A = flow area (sf) WP = wetted perimeter (ft) Q = flow rate (cfs) pi = 3.141593 d = pipe diameter (ft) PIPE DIAMETER (in) 36 MANNING'S ROUGHNESS (n) 0.012 COEFFICIENT UPSTREAM STAGE (ft NGVD) 24.82 DOWNSTREAM STAGE (ft NGVD) 23.5 LENGTH OF CULVERT (ft) 330 SLOPE OF ( ft/ft) 0.0040 HYDRAULIC GRADE LINE % 0.40% CROSS SECTIONAL (sf) 7.07 AREA WETTED PERIMETER. (ft) 9.42 HYDRAULIC RADIUS (ft) 0.75 FLOW VELOCITY (ft/sec) 6.47 TOTAL FLOW (cfs) 45.70 RATE DRAINAGE RESULTS SUMMARY ,City of Clearwater: The City of Clearwater's 25yr -lhr stormwater design criteria has been met. The 25yr -11hr post - development peak discharge rate of 4.35 efs does not exceed the pre-development peak discharge rate (of 4, 53 cfs. The AMYWATUM DIIW,, for the 25yr -1hr storm event is 25.55; the TOB elevation (underground vault ceiling) is 27.+0:0, therefore freeboard equals 1.45 feet (0.5' requirement). SWv : The SWFWMD's 25yr -24hr stormwater design criteria has been met. The 25yr -24hr post devielopment peak discharge rate of 11.62 .cfs does not exceed the pre - development peak discharge rate of 14.05 ccfs. The MAX l M DHWy For the 25yr -24hr storm event is 26:47; the 'TOB elevation (underground :vault cceilh g) is 27100., therefore freeboard equals 0.5 feet. eet. Discharge Summary Table: City of Clearwater25yr — Ihr & SWFWMD 25yr — 24hr Basin City of Clearwater Pre / Post SWFWMD Pre / Post Pre Basins 1,2,3,4 & 5 SWFWMD 25yr — 24hr 26.47 / 0.53' = Post Basins 1,2 & 3 4.53 / 4.35 efs 14.05 / 11.62 efs (On -Site) Pre Basins 6,7,8 & 9 = Post Basins 6,7,8 & 9 24.49 / 24.49 efs 35.72 / 35.72 cfs (Off -Site) Total Pre / Post 29.02 / 28.84 cfs 49.77 / 47.34 efs DHW Summary Table. Design Storm Vault Design High Water / Freeboard City of Clearwater 25yr — lhr 25.55 / 1.45' SWFWMD 25yr — 24hr 26.47 / 0.53' LOCATION MAP VICINITY/PARCEL MAP Lms Pam ?cnt Rc __ _ .. _ > Pat, PROJECT 1 u y Lo:M fW,k=,, $t " -- _ _ . - ' 'PROJECT ` = Clearwater c:pr.5pm 590. ;t:b_Er $ LOCATION t 7,Inrds St _ -. -. - -- 3Wmcls St-- Y._ Gary RE •S ^naN tee r..q• _ - _ -- 5lQTLiin. Fr %4.eli7Lfj{ -rye `al _ =- _'•7�- - �a • ' _.. _ _ _ . 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":-sse tYh` rj�.: vni MPn 50 yo.at n 7-`- ,w Tc cay. sk 50 � - �S: Y 7n 1z; R'd !9 _ V�•vry'r =l'1� -• ' - - -: - -: - :ktrwer• FkSSrr r n -ne 9ap _ _ _ - .. �n.rir - _., Oa4 • ". v. _ s:nny m Gras MW Bars:.w ... - YPD-k = 19 Suzshiar7c.we* �' _ � lkv ✓grsa; -_ - - _ Sewae Foi; � ,-7 -- 'NOnnarrly ,..- _ �' acmi'y n Y.ne Acres tt -7-race '� 2 ,or_�.K� .- __ - -• Park ' , _ r lief vai:. 'mrt- r '7-' , ^I-mprrof Bsl:ealr ' 4;ratt ulrr.�t , , •- � � r _ � - r cn xy 2t. -. ' ,� Pln±ti - y - - 5'• _ .— ^il?EfItROp1. - •_ Srm - •• LBW 6fD . r Ena7:x 6L5 Fmtevdt5lv`d_ . Bella Oak" . - - r Sh7} Line• G SWFWMD AERIAL Ij -af 4 L PC 0,:.. Zia IV �y"'�a. it Tl� 11 t Hydrologic Soll Group - Pinellas County, Florida (Pine Berry- Sells Group Map) MAP LEGEND MAP INFORMATION Area of Interest (AOI) Map Scale: 1:2.470 if printed on A size x(8.5" * 11 ") sheet. E] Area of btaes (A00 The soil surveys that comprise your Aa were mapped at 1:24.000. Bolls Please rely on the bar scale an each map sheet to, accurate map E3 Soil Map Units measurements. sea Ratings Source of Map: Natural Resources Conservation Servce Q A Web Sod Survey URL: http:Mxebsoilsurvey_nmsusda.gov 0 AID Coordinate System: UTM Zone 17N NAD83 This product is generated from the USDA -MRCS certified data as of B the version date(s)'Nsted below. BID Sal Survey Ares: Pinellas County, Plorida C Survey Area Data: Version 7, Dec S. 2005 CID Dale(s) aerial images were photog aphed: 5202007 D The ormophofo or other base map an Which the sell lines were compiled and digitized prcbeby,differs from'me!background Nat rerea or nth avertable Imagery displayed an these maps. As a result, sane minor stilft ng Political Features of map:unit boundaries may be evident. O Cities water Features Oceans Streams and Canals Transportation Raft .N dntandafa Highways US Roubs Majoi Roads j:- Loral Reeds } Natural :Resources Conservation Service i Web Sal Survey National Cooperative Sob Survey 8/172009 Page 2 of 4 14 Hydrologic Soil Group - Pinellas County, Florida Hydrologic Soil Group Pine Berry - Soils Group Map Hydrologic Sall Group — Summary by Map Unit — Pinellas County, Florida Map unit symbol Map unit name Rating Acres'in AOl Percent of AOI 17 Myakka soils and Urban land B/D 5.6 30.3% 29 Tavares soils and Urban land, 0 to 5 percent slopes A 10.1 55.1% 30 Urban land 2.7 14.6% Totals for Area of Interest 18.3 100.0% Description Hydrologic soil groups are based on estimates of runoff potential. Soils are assigned to one of four groups according to the rate of water infiltration when the soils are not protected by vegetation, are thoroughly wet, and receive precipitation from long- duration storms. The soils in the United States are assigned to four groups (A, B, C, and D) and three dual classes (AID, BID, and C /D). The groups are defined as follows: Group A. Soils having a high infiltration rate (low runoff potential) when thoroughly wet. These consist mainly of deep, well drained to excessively drained sands or gravelly sands. These soils have a high rate of water transmission. Group B. Soils having a moderate infiltration rate when thoroughly wet. These consist,chiefly of moderately deep or deep, moderately well drained or well drained soils that have moderately fine texture to moderately coarse texture. These soils ,have a moderate rate of water transmission. Group:C. Soils having a slow infiltration rate when thoroughly wet These consist chiefly of soils having a layer that impedes the downward movement of water or soils of moderately fine.texture or fine texture. Th ?se soils #cave a slow rate of water transmission. GrouplD.'Soils having a very slow infiltration rate (high runoff potential) when thoroughly wet. These consist chiefly of clays that have a high shrink -swell .potential, soils that have a high water table, soils that have a claypan or clay layer at or near the surface, and soils that are shallow over nearly impervious material. These soils (have a very slow rate of water transmission. If ;a soil is,assigned to a dual hydrologic group (AID, BID, or C /D), the first letter is fondrained areas and the second is for undrained areas. Only the soils that in their .natural:condition.are in group D are assigned to dual classes. :Rating Options Aggregation Method: Dominant Condition 51LA Natural'Resources Web Soil Survey 8/17/2009 '� :ConservationService National Cooperative Soil Survey iPage'3 of 4 15 Hydrologic Sal Group - Pinellas County, Florida Component Percent Cutoff: None Specified Tie -break Rule: Lower Pine Berry - Soils Group Map JSDa Naturat'Resources Web Soil'Survey ;8/172009 "T !Conservation Zervice National Cooperative Soil Survey IPage•4 of :4 16 PART B - DRAINAGE ANALYSIS & CALCULA'T'IONS Pre - Development Conditions • Pre - Development Drainage Basin Map • Pre - Development Composite "C" Calculations ■ Pre - Development Composite "CN" Calculations • Pre - Development Rational Method Calculations (Basins 1 -5) • Pre- Development Rational Method Calculations (Basins 6 -9) • Pre- Development ICPR Flow Chart • Pre - Development ICPR Input Data • Pre - Development ICPR Output Basin (1 -9) Summary ➢ Post - Development Conditions ■ Post- Development Drainage Basin Map Post- Development Composite "C" Calculations ■ Post - Development Composite "CN" Calculations ■ Pre/Post Rational Volumetric Difference Drainage Calculations ■ Vault Volume — Rational Attenuation DHW Calculations ■ Vault Weir Size Rational Calculations (Basin 1) ■ Post- Development Rational Calculations (Basins 2 -3) ■ Post - Development Rational Calculations (Basins 6 -9) ■ Post - Development ICPR Flow Chart ■ Post- Development ICPR Input Data ■ Post- Development ICPR Output Reach Summary (Basin 1) ■ Post- Development ICPR Output Node Summary. (Basin 1) ■ Post- Development ICPR Output Basins (2 -3, 6 -9) Summary 1 I 19 a f11�, t y11. L 1 r t et y: �4t-1i F s Q CVVRS9 J..; J JJII �I Fraf "r,r Ox- OA ' r+1 - I ✓ lC, a o '.l t F• � I � . f" R � 4`........e 4{ I I I I I I I r ❑ �c I� L.� "� �IlpIfIIIII II f• 4r -- i1 I ~ l I. i — L 1 AA " T r ll �- 11► III. PRE%. N2 -o C 62i SF M-1 'Ae) I: `v 3ilila - r_ t - AREA PRE BASIN 1 AC PRE BASIN AC PRE BASIN 12.-'2 S 59f11 V �� PRE BASIN IS , AC PRE BASIN 5 0.10 i'' K tad 3.22 PPF aLI r_ t - AREA PRE BASIN 1 AC PRE BASIN 2 1.05 AC PRE BASIN a� 59f11 V �� PRE BASIN IS , AC PRE BASIN 5 0.10 AC . i a • v1 k IL LLB t • f - r yy +� r1• :..Y 13-- 1 r e '(y ....;ham -• Y�v Y�' r' { 11 a`� M # ` 1� XY it r' 1, r {j`''am- In Ira s - - - rY } - JJJ y �♦ :. 1 l 1 f�: �1'y} 1 1 _��� f ''t � � �� •f ,j \, ._" f� i -.._ _"fit �� 11 - p b 0 30 so 120 sc® ONSITE BASINS AREA PRE BASIN 1 1.42 AC PRE BASIN 2 1.05 AC PRE BASIN 3 0.24 AC PRE BASIN 4 0.41 AC PRE BASIN 5 0.10 AC . TOTAL: 3.22 AC OFFISTE BASINS A AREA PRE BASIN 6 6 0.28 A AC PRE BASIN 7 7 2.38 A AC PRE BASIN 8 8 2.05 A AC PRE BASIN 9 9 3.17 A AC . TOTAL: 7 7.88 A AC Gulf coast Consulting. Inc. Pine Be Senior Limited Partnership °� 1 „„a��oP� lCa�ms nY P PINE BERRY APARTMENTS -41- 1 �_� ua orm n.s aew c/o Beneficial Communities 2206 Jo -An Drive PRE- DEVELOPMENT BASIN MAP Sarasota FL 34231 PRE - DEVELOPMENT COMPOSITE C CALCULATIONS (ON- SITE) :. PROJECT: Pine Berry 'Senior Apartments DATE: 0812009 JOB NO: 09-014 BY: VT Total Site Land -Use Area C Pervious Surfaces 1.15 Ac 0.2 Buildings, Roads, Etc. 2.07 Ac 0.48 (0.9512 = 0.475) (City of Clearwater 112 Credit) Sub -Total 3.22 Ac 0.38 TOTAL = 3.22 Ac C = 0.38 22 PRE - DEVELOPMENT COMPOSITE C CALCULATIONS (OFF- SITE): PROJECT: Pine Berry Senior Apartments DATE: JOB NO: Total Site 09 -014 Land -Use Pervious Surfaces Buildings, Roads, Etc. Sub -Total 0812009 BY: VT Area C t_i8Ac 0.2 6.70 Ac 0.95 7.88 Ac G. 8 4 TOTAL = 7.88 Ac C = (0,84 23 PRE - DEVELOPMENT COMPOSITE CN CALCULATIONS (ON- SITE):. PROJECT: Pine Berry Senior Apartments DATE: 08/2009 JOB NO: 09 -014 BY: VT Pre - Development Area CN Impervious 90,1E69 sf 2.07 Ac 98 Pervious Open Space Fair Condition - Type B/C 50.094 sf 1.15 Ac 74 TOTAL I O;;Z6:3 sf 3.22 Ac 89A 4 Composite CN Prey - Development Non -DCIA Area CN Impervious 67„954sf 1.56 Ac 98 Pervious Open Space Fair Condition - Type B/C `50,094.sf 1.15 Ac 74 TOTAL 1.1£84048.0. 2.71 Ac 37.84 Composite CN 91 PRE- DEVELOPMENT COMPOSITE CN CALCULATIONS (OFF- SITE) :. PROJECT: Pine Berry Senior Apartments DATE: 08/2009 JOB NO: 09 -014 BY: VT Pre-Development Area CN Impervious 291,862 sf 6.70 Ac 98 Pervious Open Space Fair Condition - Type B/C 51n401 sf 1.18 Ac 74 TOTAL 343,253 ,sf 7.88 Ac !94.!4— Composite CN W Pre - Development Rational Method 25 Year Calculations (Basins 1 -5) Project: Pine Berry Senior Apartments . Job No: 09 -014 DRAINAGE AREA = 3.22 ac 'C' PRE - DEVELOPMENT = 0.38 CONCENTRATION TIME = 1.00 Hours 'I' FOR CT = 3.70 in /hr V IPIRE- D'EVELOPIVIEiNT := 4.33 Cf! s Date: 08/2009 E Pre /Post- Development Rational Method 25 Year Calculations (Basin 6): Project: Pine Berry Senior Apartments Job No: 09 -014 DRAINAGE AREA = 0.28 ac C' PRE /POST- DEVELOPMENT = 0.84 CONCENTRATION TIME = 1.00 Hours 'I' FOR CT = 3.70 in /hr Q' IPRU,P,DST- !DEVE1L0PIMENT = 0.87 Cf! s Date: 0712009 27 Pre /Post - Development Rational Method 25 Year Calculations (Basin 7): Project: Pine Berry Senior Apartments Job No: 09 -014 DRAINAGE AREA = C' PRE /POST - DEVELOPMENT = CONCENTRATION TIME _ 'I' FOR CT = 4X IPREIP, ©ST- !DEVELOPMEINT :_ Date: 0712009 2.38 ac 0.84 1.00 Hours 3.70 in /hr 7,40 ;cfs Pre /Post- Development Rational Method 25 Year Calculations (Basin 8): Project: Pine Berry Senior Apartments Job No: 09 -014 DRAINAGE AREA = C' PRE /POST- DEVELOPMENT = CONCENTRATION TIME 'I' FOR CT = tQ' IPREyP,O,STT -'DIE E�LO'Pi1V1EINT 1= Date: 07/2009 2.05 ac 0.84 1.00 Hours 3.70 in /hr 15, �'7 cfs NZ Pre /Post - Development Rational Method 25 Year Calculations (Basin 9): Project: Pine Berry Senior Apartments Job No: 09 -014 DRAINAGE AREA = C' PRE /POST - DEVELOPMENT= CONCENTRATION TIME = 'I' FOR CT = Q' IPREIPOST lD'EVELEOi'IMEiNT = Date: 07/2009 3.17 ac 0.84 1.00 Hours 3.70 in /hr 9.85 cfs 30 Nodes A Stage /Area V Stage /Volume T Time /Stage M Manhole Basins 0 Overland Flow U.SCS Unit CN S SBUH CN Y SCS Unit GA Z SBUH GA Links P Pipe W Weir C Channel D Drop Structure B Bridge R Rating Curve H Breach E Percolation F Filter X Exfil Trench T:Proposed MH D: OCS A:Post Basin 1 T:Post Basin 2 U:Post Basin 1 U:Post Basin 2 T:Post Basin 6 T:Post Basin 3 T:Post Basin 7 U:Post Basin 6 U:Post Basin 3 U:Post Basin 7 T:Post Basin 6 U:Post Basin B T:Post Basin 9 U:Post Basin 9 Pine Berry Apartments PrePost Model Interconnected Channel and Pond Routing Model (ICPR) 02002 Streamline Technologies, Inc. T:Pre Basin 1 T:Pre Basin 2 T:Pre Basin 3 U:Pre Basin 1 U :Pre Basin 2 U:Pre Basin 3 T:Pre Basin 6 T:Pre Basin 9 T:Pre Basin 7 U:Pre Basin 6 U: Pre Basin 9 U: Pre Basin 7 T:Pre Basin 5 U:Pre Basin 5 T:Pre Basin B U:Pre Basin B T:Pre Basin 9 U:Pre Basin 9 PRE - DEVELOPMENT ICPR INPUT DATA -------------------------------- ___= Basins _______________________________________________ _______________________________ Name: Pre Basin 1 Group: BASE Unit Hydrograph: Uh256 Rainfall File: Rainfall Amount(in): 0.000 Area(ac): 1.420 Curve Number: 89.40 DCIA( %): 0.00 --------------------------------- Name: Pre Basin 2 Group: BASE Unit Hydrograph: Uh256 Rainfall File: Rainfall Amount(in): 0.000 Area(ac): 1.050 curve Number: 89.40 DCIA( %): 0.00 Node: Pre Basin 1 Status: Onsite Type: SCS Unit Hydrograph CN Peaking Factor: 256.0 Storm Duration(hrs): 0.00 Time of Conc(min): 15.00 Time shift(hrs): 0.00 Max Allowable Q(cfs): 999999.000 ---------------------------------------------------------------- Node: Pre Basin 2 status: onsite Type: SCS Unit Hydrograph CN Peaking Factor: 256.0 Storm Duration(hrs): 0.00 Time of Conc(min): 15.00 Time shift(hrs): 0.00 Max Allowable Q(cfs): 999999.000 --------------------------------------------------------------------------------7------------------- Name: Pre Basin 3 Node: Pre Basin 3 Status: Onsite Group: BASE Type: SCS Unit Hydrograph CN Unit Hydrograph: uh256 Rainfall File: Rainfall Amount(in): 0.000 Area(ac): 0.240 Curve Number: 89.40 DCIA( %): 0.00 Peaking Factor: 256.0 Storm Duration(hrs): 0.00 Time of Conc(min): 15.00 Time shift(hrs): 0.00 Max Allowable Q(cfs): 999999.000 ---------------------------------------------------------------------------------------------------- Name: Pre Basin 4 Node: Pre Basin 4 Status: Onsite Group: BASE Type: SCS Unit Hydrograph CN Unit Hydrograph: Uh256 Rainfall File: Rainfall Amount(in): 0.000 Area(ac): 0.410 Curve Number: 89.40 DCIA(%): 0.00 Peaking Factor: 256.0 . storm Duration(hrs): 0.00 Time of Conc(min): 15.00 Time shift(hrs): 0.00 Max Allowable Q(cfs): 999999.000 ---------------------------------------------------------------------------------------------------- Name: Pre Basin 5 Node: Pre Basin 5 Status: onsite Group: BASE Type: SCS Unit Hydrograph CN Unit Hydrograph: Uh256 Rainfall File: Rainfall Amount(in): 0.000 Area(ac): 0.100 curve Number: 89.40 DCIA( %): 0.00 Peaking Factor: 256.0 Storm Duration(hrs): 0.00 Time of Conc(min): 15.00 Time shift(hrs): 0.00 Max Allowable Q(cfs): 999999.000 ---------------------------------------------------------------------------------------------------- Name: Pre Basin 6 Node: Pre Basin 6 Status: Onsite Group: BASE Type: SCS Unit Hydrograph CN Unit Hydrograph: Uh256 Rainfall File: Rainfall Amount(in): 0.000 Peaking Factor: 256.0 Storm Duration(hrs): 0.00 Time of Conc(min): 15.00 OAR Area(ac): 0.280 Time shift(hrs): 0.00 Curve Number: 94.40 Max Allowable Q(cfs): 999999.000 DCIA( %): 0.00 ---------------------------------------------------------------------------------------------------- Name: Pre Basin 7 Node: Pre Basin 7 Status: onsite Group: BASE Type: SCS unit Hydrograph CN unit Hydrograph: Uh256 Rainfall File: Rainfall Amount(in): 0.000 Area(ac): 2.380 Curve Number: 94.40 DCIA( %): 0.00 Peaking Factor: 256.0 Storm Duration(hrs): 0.00 Time of Conc(min): 15.00 Time shift(hrs): 0.00 Max Allowable Q(cfs): 999999.000 ---------------------------------------------------------------------------------------------------- Name: Pre Basin 8 Node: Pre Basin 8 Status: onsite Group: BASE Type: SCs Unit Hydrograph CN unit Hydrograph: Uh256 Rainfall File: Rainfall Amount(in): 0.000 Area(ac): 2.050 Curve Number: 94.40 DCIA( %): 0.00 Peaking Factor: 256.0 Storm Duration(hrs): 0.00 Time of Conc(min): 15.00 Time shift(hrs): 0.00 Max Allowable Q(cfs): 999999.000 ---------------------------------------------------------------------------------------------------- Name: Pre Basin 9 Node: Pre Basin 9 Status: onsite Group: BASE Type: SCS Unit Hydrograph CN unit Hydrograph: Uh256 Rainfall File: Rainfall Amount(in): 0.000 Area(ac): 3.170 Curve Number: 94.40 DCIA( %): 0.00 Peaking Factor: 256.0 Storm Duration(hrs): 0.00 Time of Conc(min): 15.00 Time shift(hrs): 0.00 Max Allowable Q(cfs): 999999.000 33 Nodes Name: Pre Basin 1 Group: BASE Type: Time /Stage Time(hrs) Stage(ft) --------- - - - - -- --------------- 0.00 30.000 24.00 30.000 Base Flow(cfs): 0.000 Init Stage(ft): 30.000 warn Stage(ft): 30.000 ------------------------------------------------------------------------------------------ Name: Pre Basin 2 Base Flow(cfs): 0.000 Init Stage(ft): 30.000 Group: BASE warn Stage(ft): 30.000 Type: Time /stage Time(hrs) Stage(ft) --------- - - - - -- --------------- 0.00 30.000 24.00 30.000 ------------------------------------------------------------------------------------------ Name: Pre Basin 3 Base Flow(cfs): 0.000 Init Stage(ft): 30.000 Group: BASE warn stage(ft): 30.000 Type: Time /stage Time(hrs) Stage(ft) --------- - - - - -- --------------- 0.00 30.000 24.00 30.000 ------------------------------------------------------------------------------------------ Name: Pre Basin 4 Base Flow(cfs): 0.000 Init Stage(ft): 30.000 Group: BASE warn Stage(ft): 30.000 Type: Time /Stage Time(hrs) Stage(ft) --------- - - - - -- --------------- 0.00 30.000 24.00 30.000 ------------------------------------------------------------------------------------------ Name: Pre Basin 5 Base Flow(cfs): 0.000 Init Stage(ft): 30.000 Group: BASE warn Stage(ft): 30.000 Type: Time /Stage Time(hrs) Stage(ft) --------- - - - - -- --------------- 0.00 30.000 24.00 30.000 ------------------------------------------------------------------------------------------ Name: Pre Basin 6 Base Flow(cfs): 0.000 Init Stage(ft): 30.000 Group: BASE warn stage(ft): 30.000 Type: Time /Stage Time(hrs) Stage(ft) --------- - - - - -- --------------- 0.00 30.000 24.00 30.000 ------------------------------------------------------------------------------------------ Name: Pre Basin 7 Base Flow(cfs): 0.000 Init stage(ft): 30.000 Group: BASE warn Stage(ft): 30.000 34 Type: Time /Stage Time(hrs) Stage(ft) --------- - - - - -- --------------- 0.00 30.000 24.00 30.000 ------------------------------------------------- Name: Pre Basin 8 Base Flow(cfs): 0.000 Group: BASE Type: Time /stage Time(hrs) Stage(ft) --------- - - - - -- --------------- 0.00 30.000 24.00 30.000 --------------------- - - - - -- -nit stage(ft): 30.000 warn stage(ft): 30.000 ------------------------------------------------------------------------------------- Name: Pre Basin 9 Base Flow(cfs): 0.000 Init stage(ft): 30.000 Group: BASE warn stage(ft): 30.000 Type: Time /Stage Time(hrs) stage(ft) --------- - - - - -- --------------- 0.00 30.000 24.00 30.000 35 Hydrology Simulations Name: 25yr24hr Filename: Y: \PINELLAS \Pine Berry Apartments (09- 014) \Drainage \ICPR \25yr24hr.R32 Override Defaults: Yes Storm Duration(hrs): 24.00 Rainfall File: Flmod Rainfall AMOunt(in): 9.00 Time(hrs) Print Inc(min) --------- - - - - -- --------------- 30.000 5.00 Routing Simulations Name: 25yr24hr Hydrology Sim: 25yr24hr Filename: Y: \PINELLAS \Pine Berry Apartments (09- 014) \Drainage \ICPR \25yr24hr.132 Execute: Yes Alternative: No Max Delta z(ft): Time Step Optimizer: start Time(hrs): Min Calc Time(sec): Boundary Stages: Restart: No 1.00 10.000 0.000 0.5000 Time(hrs) Print Inc(min) --------- - - - 999.000 - -- -------- - - - - -- 15.000 Group --------- - - - Run - -- - - - -- BASE Yes Patch: No Delta z Factor: 0.00500 End Time(hrs): 30.00 Max Ca1C Time(sec): 60.0000 Boundary FLOWS: 36 PRE - DEVELOPMENT ICPR OUTPUT BASINS (1,9) SUMMARY asin ame: Pre assn I Group Name: BASE Simulation: 25yr24hr Node Name: Pre Basin 1 Basin Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Fator: 256.0 Spec Time Inc (min): 2.00 Comp Time Inc (min): 2.00 Rainfall File: Flmod Rainfall Amount (in): 9.000 Storm Duration (hrs): 24.00 status: onsite Time of Conc (min): 15.00 Time Shift (hrs): 0.00 Area (ac): 1.420 vol of Unit Hyd (in): 1.000 curve Number: 89.400 DCIA ( %): 0.000 Time Max (hrs): 12.10 [F1 ow Iaz (cfs)-6:1a Runoff volume (in): 7.716 Runoff volume (ft3): 39772 Basin ame: re asin 2 Group Name: BASE Simulation: 25yr24hr Node Name: Pre Basin 2 Basin Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Fator: 256.0 Spec Time Inc (min): 2.00 Comp Time Inc (min): 2.00 Rainfall File: Flmod Rainfall Amount (in): 9.000 . storm Duration (hrs): 24.00 status: onsite Time of Conc (min): 15.00 Time shift (hrs): 0.00 Area (ac): 1.050 vol of unit Hyd (in): 1.000 Curve Number: 89.400 DCIA ( %): 0.000 Time Max (hrs): 12.10 [Flow h�ax�(cfs) 4'58 Runoff volume (in): 7.716 Runoff volume (ft3): 29409 [Basin amen re Basi -n Group Name: BASE Simulation: 25yr24hr Node Name: Pre Basin 3 Basin Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Fator: 256.0 Spec Time Inc (min): 2.00 Comp Time Inc (min): 2.00 Rainfall File: Flmod Rainfall Amount (in): 9.000 Storm Duration (hrs): 24.00 status: onsite Time of Conc (min): 15.00 Time Shift (hrs): 0.00 Area (ac): 0.240 37 Vol of unit Hyd (in): 1.000 Curve Number: 89.400 DCIA ( %): 0.000 Time Max (hrs): 12.10 [Fl—ow—Ma—X —x (cf_9) -1 0-5 m Runoff volue (in): 7.716 Runoff volume (ft3): 6722 -------------------------------------------------------------------------- - - - - -- Basin Name: Pre Basin-4 Group Name: BASE simulation: 25yr24hr Node Name: Pre Basin 4 Basin Type: SCS Unit Hydrograph unit Hydrograph: Peaking Fator: Spec Time Inc (min): Comp Time Inc (min): Rainfall File: Rainfall Amount (in): Storm Duration (hrs): Status: Time of Conc (min): Time Shift (hrs): Area (ac): Vol of unit Hyd (in): curve Number: DCIA ( %): uh256 256.0 2.00 2.00 Fl mod 9.000 24.00 onsite 15.00 0.00 0.410 1.000 89.400 0.000 Time Max (hrs): 12.10 [Flow Man(cf_§) -1-79 Runoff volume (in): 7.716 Runoff volume (ft3): 11484 [Basin Name: Pre Basin 5 Group Name: BASE simulation: 25yr24hr Node Name: Pre Basin 5 Basin Type: SCS unit Hydrograph Unit Hydrograph: Uh256 Peaking Fator: 256.0 Spec Time Inc (min): 2.00 Comp Time Inc (min): 2.00 Rainfall File: Flmod Rainfall Amount (in): 9.000 Storm Duration (hrs): 24.00 status: onsite Time of Conc (min): 15.00 Time shift (hrs): 0.00 Area (ac): 0.100 Vol of Unit Hyd (in): 1.000 Curve Number: 89.400 DCIA ( %): 0.000 Time Max (hrs): 12.10 [Flow -Max (cfs) -- 0.44 Runoff volume (inj: 7.716 Runoff volume (ft3): 2801 asin Name: Pre - Basin 6 Group Name: BASE simulation: 25yr24hr Node Name: Pre Basin 6 Basin Type: SCS unit Hydrograph Unit Hydrograph: uh256 Peaking Fator: 256.0 Spec Time Inc (min): 2.00 Comp Time Inc (min): 2.00 Rainfall File: Flmod G: Rainfall Amount (in): 9.000 Storm Duration (hrs): 24.00 Status: onsite Time of Conc (min): 15.00 Time shift (hrs): 0.00 Area (ac): 0.280 vol of unit Hyd (in): 1.000 Curve Number: 94.400 DCIA ( %): 0.000 Time Max (hrs): 12.10 [Flow Max (C. S): I. Runoff`vvoolume (in). 8 322 Runoff volume (ft3): 8459 n ame e an=7N Group Name: BASE simulation: 25yr24hr Node Name: Pre Basin 7 Basin Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Fator: 256.0 Spec Time Inc (min): 2.00 Comp Time Inc (min): 2.00 Rainfall File: Flmod Rainfall Amount (in): 9.000 Storm Duration (hrs): 24.00 Status: onsite Time of Conc (min): 15.00 Time shift (hrs): 0.00 Area (ac): 2.380 vol of Unit Hyd (in): 1.000 Curve Number: 94.400 DCIA ( %): 0.000 Time Max (hrs): 12.10 (Flow tax (c`fs) 10:79 Runoff volume (in): 8.322 Runoff volume (ft3): 71901 ------------------------------------------------------------------------------ [Basi n Name: Pre'"B-a—si n 8 Group Name: BASE Simulation: 25yr24hr Node Name: Pre Basin 8 Basin Type: SCS Unit Hydrograph unit Hydrograph: Uh256 Peaking Fator: 256.0 Spec Time Inc (min): 2.00 Comp Time Inc (min): 2.00 Rainfall File: Flmod Rainfall Amount (in): 9.000 Storm Duration (hrs): 24.00 Status: onsite Time of Conc (min): 15.00 Time shift (hrs): 0.00 Area (ac): 2.050 vol of unit Hyd (in): 1.000 Curve Number: 94.400 DCIA ( %): 0.000 Time Max (hrs): 12.10 [Flow —Maz (—cf§) -9 29 Runoff volume (in): 8.322 61 Runoff volume (ft3): 932 --------=--------------------------------------------------------------------- asin Name: re _asin 9 Group Name: BASE Simupation: 25yr24hr Node Name: Pre Basin 9 Basin Type: SCS Unit Hydrograph 39 Unit Hydrograph: Uh256 Peaking Fator: 256.0 Spec Time Inc (min): 2.00 Comp Time Inc (min): 2.00 Rainfall File: Flmod Rainfall Amount (in): 9.000 Storm Duration (hrs): 24.00 Status: onsite Time of Conc (min): 15.00 Time Shift (hrs): 0.00 Area (ac): 3.170 Vol of Unit Hyd (in): 1.000 Curve Number: 94.400 DCIA ( %): 0.000 Time Max (hrs): 12.10 [Flow Max cfs) 14.337; Runoff volume (in): 8.322 Runoff volume (ft3): 95768 40 41 .Own f7 or r. w F flm� f __ I - A • All _ - _ —.- ­1 -.11 1.4 F-1 -ALT CLUB HOUSE POOL 48TORYBLDG d rM I 9t % 101 A j,' Xe F_ a� CI r rt is 14 7, L 0. , 1� T� E r_1 ;fZ r-� Gulf Cout Consulting, Inc. Pine Berry Senior Limited Partnership PfNE BERRY APARTMENTS POST BASIN 1 2.66 c/o Beneficial Communities POST BASIN 2 0.28 M� 31. 2206 Jo-An Drive POST-DEVELOPMENT BASIN M" AC TOTAL: 3.22 Sarasota Fl, 34231 BASIN I 0 30 60 120 sc�: 1*-6V ONSITE BASINS AREA AREA POST BASIN 1 2.66 AC POST BASIN 2 0.28 AC POST BASIN 3 0.28 AC TOTAL: 3.22 AC OFFISTEE BASINS AREA POST BASIN 6 0.28 AC POST BASIN 7 2.38 AC POST BASIN 8 2.05 AC POST BASIN 9 3.17 AC TOTAL: 7.88 AC M POST- DEVELOPMENT COMPOSITE C CALCULATIONS (ON- SITE): PROJECT: JOB NO: Pine Berry Senior Apartments DATE: 09-014 BY: TGtat Site Land -Use Area C Pervious Surfaces 1.44 Ac 0.2 Buildings, Roads, Etc. 1.78 Ac 0.95 Sub -Total 3.22 Ac 9.611 0812009 VT TOTAL = 3.22 Ac C = 6.61 43 I POST - DEVELOPMENT COMPOSITE C CALCULATIONS (OFF- SITE): PROJECT: Pine (Berry Senior Apartments DATE: 08/2009 JOB NO: 09-014 BY: VT Total S'ife Land -Use Area C Pervious Surfaces 1.18 At 0.2 Buildings, Roads, Etc. 6.70 Ac 0.95 Sub -Total 7.88 Ac GJ84 TOTAL = 7.88 Ac C = (0,34 I CE, i POST- DEVELOPMENT COMPOSITE CN CALCULATIONS (ON- SITE): PROJECT: Pine 'Bevy Senior Apartments DATE: 0812009 JOB NO: 09 -014 BY: VT Past - Development Area CN Impervious (Pvmnt & SW = 0.83 Ac.) 77,537 sf 1.78 Ac SO Pervious Open Space Fair Condition - Type B/C 62,726 sf 1.44 Ac 74 TOTAL 1, 40,.26'3 sf 3.22 Ac £8r7.:3 4 Composite CN Post Devef'apm.eot Non -DCIA Area CN Impervious .4i1,,:382;sf 0.95 Ac SS Pervious Open Space Fair Condition - Type B/C (62,;7,26 ,sf 1.44 Ac 714 TOTAL 'I04 „1(0:8:sf 2.39 Ac £8315 4 Composite CN 45 POST-'DEVELOPMENT COMPOSITE CN CALCULATIONS (OFF- SITE): PROJECT: Pine Berry Senior Apartments DATE: 08/2009 JOB NO: 09 -014 BY: VT Post-Development Area CN Impervious (Pvmnt & SW = 0.83 Ac.) 291,862's1' 6.70 Ac 9:8 Pervious Open Space Fair Condition - Type B/C 51 „401 ,s�f 1.18 Ac 74 TOTAL 343,253 sf 7.88 Ac 94A 4 Composite CN W. Pre/Post Volumetric Difference Drainage Calculations (City of Clearwater) PROJECT: Pine Berry Senior Apartments JOB NO: 09 -014 DATE: 0812009 BY: VT OQ= OCIA where I equals the 25 year - 1 hour intensity of 3.7 in / hr Cpre = 0.38 Cpost = 0.61 A = 3.22 Ac. Q = {(0.61 - 0.38)(3.7)(3.22 Ac.)) = 2.74 cfs x 3600 sec /hr = 9,864 cu.ft. THE - 75 -YE1 AR MST DEVELOPYM X-TPEAKDISCHARGE AT EL. 25.55 OF 3.09 CFS (POST BASIN 1) PLUS 1.26 CFS (POST BASINS 2 & 3) TOTAILSS435CES AND DOES NOT EXCEED THE s5 -}Y/EAR IPJZ1E- ,DIEIT I�EI OPAMNI Pr T AK DIISCHARGIE CRAM OF 4.53 CCES . The Detention Volume of 10,127 CF (provided), 9,864 CF (required) is detained at elevation 25.55, therefore the DHW elevation is 25.55. 47 Bottom Thin Blue Numbers = Input data cold Red Numbers = Answers Cim"II RUN I IV. IN to] lINE-= Elev Surface Area Ac Incr. Volume Acre Ft. Total Volume Acre Ft. Total Volume Cubic Ft. 0.00 0.00 0100 0100 0 0.001 0.00 0_:00 0 0.00 0.00 0.00 _0:0_0 0 0.00 0.00 0:00 _0100 0100 0.00 0.00 100 0100 �0y 0 27.00 0.15 0115 0145 19 6UZ 26.00 0.15 115 0:30 13-0G5 25.00 0.15 0;1161 OA61 0 1534 24.00 0.15 , DHW 25 yr -1 hr storm Interpolation Elevation Volume (cf) Vol acft 27.00 19,602.0000 0.4500 25.55 10127.7000 0.2325 24.00 0.0000 0.0000 I • Thin Blue Numbers = Input data Sold Red (Numbers = Answers Vault 'We ir Size (City Storm Attenuation- Basin Weir Calculations Horizontal Broad Crested Weir Equation Q C L H 3/2 Rectangular Weir Weir Coefficient (C) Discharge (Q) Height above Weir (H) Weir Crest Length (L) Find the Length 3.09 cfs 1.55 Ft. r----',0—.1501 Ft. K LA T H Find the Q , .09 cfs 1.55 Ft. Ft. Find the Height 3.09 cfs 1.155 Ft. 0.50 Ft. 'Note: Vault IDHWo.f,25,55 (City of CIe'arw-after 25,yr -,I'hr,,Storm,,) minus '24:00 (VaWt Initial Stqg,e`,) equals ,l- 55' weir i1hei,ght. iBa Q Post = 4.35 CFS,,('3:G9 "GFS:- Bas�in'l plus 1-261CFS --,- Mns 2,,&1) Qpre = 4.53 CFS St Post - Development Rational Method 25 Year Calculations (Basins 2 & 3): Project: Pine Berry Senior Apartments Job No: 09 -014 DRAINAGE AREA = C' POST - DEVELOPMENT = CONCENTRATION TIME _ 'I' FOR CT = Q" IPDSTJDEVEL'O'RMENT Date: 07/2009 0.56 ac (Post Basins 2 & 3) 0.61 1.00 Hours 3.70 in /hr 1,:26 ccfs Qpost = 4.35 US ((3.109 (C;FS ,- iBasin ^i1 ipius 1, 26 CPS .- IBas os 2 93") Q,;,, _ 4.53 CFB 50 Pre /Post - Development Rational Method 25 Year Calculations (Basin 6y Project: Pine Berry Senior Apartments Date: 07/2009 Job No: 09 -014 DRAINAGE AREA = 0.28 ac C' PRE /POST- DEVELOPMENT = 0.84 CONCENTRATION TIME = 1.00 Hours 'I' FOR CT = 3.70 in /hr {Q' IPRE/ /POOST- D;E�%ELOP;M.E�NT := 0187 Cfs 51 Pre / Post- Development:Rational- ;Method 25 Year Calculations(Basin 7).: Pre/ Post - Development Rational`Method,25 Year Calculations (Bas m8): Pre /Post - Development Rational Method 25 Year Calculations (Basin 9): Project: Pine Berry Senior Apartments Job No: 09 -014 DRAINAGE AREA = 3.17 ac C' PRE /POST- DEVELOPMENT= 0.84 CONCENTRATION TIME = 1.00 Hours 'I' FOR CT = 3.70 in /hr :' RE,POST UEVEL!OPMENT ;_ IP ,9a85 cfs Date: 07/2009 54 Nodes A Stage /Area V Stage /Volume T Time /Stage M Manhole Basins O Overland Flow U SCS Unit CN S SBUH CN Y SCS Unit GA Z SBUH GA Links P Pipe W Weir C Channel D Drop Structure B Bridge R Rating Curve H Breach E Percolation F Filter X Exfil Trench T:Proposed MH D: OCS A:Post Basin I T:Post Basin 2 U:Post Basin 1 U:Post Basin 2 T:Post Basin 6 T:Post Basin 3 T:Post Basin 7 U:Post Basin 6 U:Post Basin 3 U:Post Basin 7 T:Post Basin 8 U:Post Basin 8 T:Post Basin 9 U:Post Basin 9 Pine Berry Apartments PrePost Model Interconnected Channel and Pond Routing Model (ICPR) 02002 Streamline Technologies, Inc. �T:Pre Basin 1 T:Pre Basin 2 T:Pre Basin 3 : Pre Basin 1 U:Pre Basin 2 U: Pre Basin 3 T:Pre Basin 6 T:Pre Basin 4 T:Pre Basin 7 U:Pre Basin 6 U:Pre Basin 9 U:Pre Basin 7 T:Pre Basin 5 U: Pre Basin 5 T:Pre Basin 8 U:Pre Basin 8 T:Pre Basin 9 U:Pre Basin 9 POST-DEVELOPMENT ICPR INPUT DATA ------------------------ - ___= Basins - - - -- - -- Name: Post Basin 1 Node: Post Basin 1 status: Onsite Group: BASE Type: SCS Unit Hydrograph CN unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 15.00 Area(ac): 2.660 Time shift(hrs): 0.00 Curve Number: 87.30 Max Allowable Q(cfs): 999999.000 DCIA( %): 0.00 ---------------------------------------------------------------------------------------------------- Name: Post Basin 2 Node: Post Basin 2 status: onsite Group: BASE Type: SCS Unit Hydrograph CN unit Hydrograph: Uh256 Rainfall File: Rainfall Amount(in): 0.000 Area(ac): 0.280 Curve Number: 87.30 DCIA( %): 0.00 ---------------------------------- Name: Post Basin 3 Group: BASE unit Hydrograph: Uh256 Rainfall File: Rainfall Amount(in): 0.000 Area(ac): 0.280 curve Number: 87.30 DCIA( %): 0.00 ------------------------------ Name: Post Basin 6 Group: BASE unit Hydrograph: Uh256 Rainfall File: Rainfall Amount(in): 0.000 Area(ac): 0.280 Curve Number: 94.40 DCIA( %): 0.00 Name: Post Basi Group: BASE unit Hydrograph: Rainfall File: Rainfall Amount(in): Area(ac): Curve Number: DCIA( %): uh256 0.000 2.380 94.40 0.00 ---------------------------- Name: Post Basin 8 Group: BASE unit Hydrograph: Uh256 Rainfall File: Peaking Factor: 256.0 storm Duration(hrs): -0.00' Time of Conc(min): 15.00 Time shift(hrs): 0.00 Max Allowable Q(cfs): 999999.000 ------------------------------------------------------------- Node: Post Basin 3 Status: Onsite Type: SCS Unit Hydrograph CN Peaking Factor: 256.0 Storm Duration(hrs): 0.00 Time of Conc(min): 15.00 Time shift(hrs): 0.00 Max Allowable Q(cfs): 999999.000 ---------------------------------------------------------------------- Node: Post Basin 6 Status: onsite Type: SCS Unit Hydrograph CN Peaking Factor: 256.0 storm Duration(hrs): 0.00 Time of Conc(min): 15.00 Time shift(hrs): 0.00 Max Allowable Q(cfs): 999999.000 ------------------------------------------------------------- Node: Post Basin 7 Status: Onsite Type: SCS Unit Hydrograph CN Peaking Factor: 256.0 storm Duration(hrs): 0.00 Time of conc(min): 15.00 Time shift(hrs): 0.00 Max Allowable Q(cfs): 999999.000 ----------------------------------------------------- Node: Post Basin 8 Status: Onsite Type: SCS Unit Hydrograph CN Peaking Factor: 256.0 Storm Duration(hrs): 0.00 56 Rainfall Amount(in): 0.000 Time of Conc(min): 15.00 Area(ac): 2.050 Time Shift(hrs): 0.00 Curve Number: 94.40 Max Allowable Q(cfs): 999999.000 DCIA( %): 0.00 ---------------------------------------------------------------------------------------------------- Name: Post Basin 9 Node: Post Basin 9 status: Onsite Group: BASE Type: sC5 Unit Hydrograph CN Unit Hydrograph: uh256 Rainfall File: Rainfall Amount(in): 0.000 Area(ac): 3.170 Curve Number: 94.40 DCIA( %): 0.00 I Peaking Factor: 256.0 storm Duration(hrs): 0.00 Time of Conc(min): 15.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 999999.000 57 Nodes Name: Post Basin 1 Group: BASE Type: Stage /Area Stage(ft) Area(ac) --------- - - - - -- --------------- 24.000 0.1500 27.000 0.1500 Base Flow(cfs): 0.000 Init Stage(ft): 24.000 warn stage(ft): 27.000 ----------------------------------=------------------------------------------------------- Name: Post Basin 2 Base Flow(cfs): 0.000 Init stage(ft): 30.000 Group: BASE warn stage(ft): 30.000 Type: Time /stage Time(hrs) stage(ft) --------- - - - - -- --------------- 0.00 30.000 24.00 30.000 -------------------------------------------°---------------------------------------------- Name: Post Basin 3 Base Flow(cfs): 0.000 Init stage(ft): 30:000 Group: BASE warn Stage(ft): 30.000 Type: Time /Stage .. Time(hrs) Stage(ft) =-------- - - - - -- --------------- 0.00 30.000 24.00 30.000 ------------------------------------------------------------------------------------------ Name: Post Basin 6 Base Flow(cfs): 0.000 Init Stage(ft): 30.000 Group: BASE warn stage(ft): 30.000 Type: Time /Stage Time(hrs) Stage(ft) --------- - - - - -- --------------- 0.00 30.000 24.00 30.000 --------- - - - - -- Name: Post Basin 7 Group: BASE Type: Time /Stage Time(hrs) Stage(ft) --------- - - - - -- --------- - - - - -- 0.00 30.000 24.00 30.000 -------=---------------------------°---g------------------ Base Flow(cfs): 0.000 Init Stage(ft): 30.000 warn Stage(ft): 30.000 ------------------------------------------------------------------------------------ - - - - -- Name: Post Basin 8 Base Flow(cfs): 0.000 Init Stage(ft): 30.000 Group: BASE warn Stage(ft): 30.000 Type: Time /Stage Time(hrs) Stage(ft) --------- - - - - -- --------- - - - - -- 0.00 30.000 24.00 30.000 ------------------------------------------------------------------------------------------ Name: Post Basin 9 Base Flow(cfs): 0.000 snit stage(ft): 30.000 Group: BASE warn stage(ft): 30.000 Type: Time /Stage Time(hrs) Stage(ft) --------- - - - - -- --------------- 0.00 30.000 24.00 30.000 ------------------------------------------------------------------------------------------ Name: Proposed MH Base Flow(cfs): 0.000 Init Stage(ft): 23.640 Group: BASE warn Stage(ft): 25.220 Type: Time /Stage Time(hrs) Stage(ft) --------- - - - - -- --------------- 0.00 23.640 12.00 25.220 24.00 23.640 I e 59 --------------------------------------- ___= Drop Structures - - - - -- -- Name: OCS From Node: Post Basin 1 Length(ft): 73.00 Group: BASE To Node: Proposed MH Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Horz Ellipse Horz Ellipse Solution Algorithm: Most Restrictive Span(in): 23.00 23.00 Flow: Both Rise(in): 14.00 14.00 Entrance LOSS Coef: 0.500 Invert(ft): 24.000 23.800 Exit LOSS Coef: 1.000 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use do or tw Top clip(in): 0.000 0.000 inlet ctrl Spec: Use do Bot Clip(in): 0.000 0.000 Solution Incs: 10 Upstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall Downstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall * ** weir 1 of 2 for Drop Structure OCS. * ** TABLE Count: 1 Bottom Clip(in): 0.000 Type: vertical: Mavis Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Re. angular orifice Disc Coef: 0.600 5pan(in): Rise(in): 6.00 ` 18.60 yD1-l� �`�� Invert(ft): control Elev(ft): 24.000 24.000 Weir 2 of 2 o.r Drop structure OCS * ** TABLE count: 1 Bottom Clip(in): 0.000 Type: vertical: Mavis Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3s.20- Geometry: Rectangular orifice Disc,COZef'0.600� Span(in): 36.00 Invert(ft): 25.550 Rise(in): 17.40 Control Elev(ft): 25.550 Z1 ------------------------------------------------------------------------------------------ ___= Hydrology simulations Name: 25 r24hr Filename: Y:�PINELLAS \Pine Berry Apartments (09- 014) \Drainage \ICPR \25yr24hr.R32 override Defaults: Yes storm Duration(hrs): 24.00 Rainfall File: Flmod Rainfall Amount(in): 9.00 Time(hrs) Print Inc(min) --------- - - - - -- --------------- 30.000 5.00 Routing Simulations Name: 25 r24hr Hydrology Sim: 25yr24hr Filename: Y:�PINELLAS \Pine Berry Apartments (09- 014) \Drainage \ICPR \25yr24hr.132 Execute: Yes Restart:.No Patch: No Alternative: No Max Delta z(ft): 1.00 Time Step optimizer: 10.000 start Time(hrs): 0.000 Min Calc Time(sec): 0.5000 Boundary stages: Time(hrs) Print Inc(min) --------- - - - 999.000 - -- --------------- 15.000 Group --------- - - - Run - -- - - - -- BASE Yes Delta Z Factor: 0.00500 End Time(hrs): 30.00 Max calc Time(sec): 60.0000 Boundary Flows: 61 POST- DEVELOPMENT ICPR OUTPUT REACH SUMMARY {BASIN _�) Max Time aX Max Max Time Max Max Time Max =Name Group emulation Flow 1 low �cfs Delta Q US Stage US Stage DS Stage hrs DS Stage hrs cfs hrs t . t ---------------------------------- - - - - -y - -- ----------------------------------------------------------------------- - c BASE 5.4r 12.32 .22 0.046 12.31 26.47 12.00 25.22 62 POST - DEVELOPMENT ICPR OUTPUT NODE SUMMARY (BASIN_1) 63 Max Time MOO warning Max Delta Max Surf Max Time Max Max Time tWaax, Name Group imulation Stage 51 toga Stagge Stagge Area Inflow Inflow outflow utflow hrs �fiti ft ft ft2 hrs cfs hrs lcfs -------------------------------------------------------------------------------------------------------------------------------------- P_ost_Basin_1 BASE 25yr.24hr 12.31 27.00 0.0050 6534 12.08 11.33 12.32 V. 72 Proposed MH BASE 25yr24hr 12.00 25.22 25.22 0.0022 0 12.32 9.22 0.00 0.00 63 POST - DEVELOPMENT ICPR OUTPUT NODE BASINS (2 3, ;6 =9) SUMMARY assn_ ame os_t Bashi 2 Group Name: BASE Simulation: 25yr24hr Node Name: Post Basin 2 Basin Type: Scs unit Hydrograph Unit Hydrograph: Uh256 Peaking Fator: 256.0 Spec Time Inc (min): 2.00 Comp Time Inc (min): 2.00 Rainfall File: Flmod Rainfall Amount (in): 9.000 Storm Duration (hrs): 24.00 Status: Onsite Time of Conc (min): 15.00 Time shift (hrs): 0.00 Area (ac): 0.280 vol of unit Hyd (in): 1.000 curve Number: 87.300 DCIA ( %): 0.000 Time Max (hrs): 12.10 [Flow_ Alan T(cfs) -1: 20 Runoff volume (�n): 7.460 Runoff volume (ft3): 7582 asin Flame: Pos asin 3 Groupp Name: BASE simulation: 25yr24hr Node Name: Post Basin 3 Basin Type: SCs Unit Hydrograph Unit Hydrograph: Uh256 Peaking Fator: 256.0 Spec Time Inc (min): 2.00 Comp Time Inc (min): 2.00 Rainfall File: Flmod Rainfall Amount (in): 9.000 Storm Duration (hrs): 24.00 status: onsite Time of Conc (min): 15.00 Time shift (hrs): 0.00 Area (ac): 0.280. vol of unit Hyd (in): 1.000 Curve Number: 87.300 DCIA ( %): 0.000 Time Max (hrs): 12.10 [Flo-w m (cfsY 1_20 Runoff volume (in): 7.460 Runoff volume (ft 3): 7582 M asi n Name: Pos asi n'fi Group Name: BASE Simulation: 25yr24hr Node Name: Post Basin 6 Basin Type: SCS Unit Hydrograph unit Hydrograph: uh256 Peaking Fator: 256.0 Spec Time Inc (min): 2.00 Comp Time Inc (min): 2.00 Rainfall File: Flmod Rainfall Amount (in): 9.000 Storm Duration (hrs): 24.00 status: Onsite Time of Conc (min): 15.00 Time Shift (hrs): 0.00 Area (ac): 0.280 vol of unit Hyd (in): 1.000 Curve Number: 94.400 DCIA ( %): 0.000 Time Max (hrs): 12.10 [Fl ow Maz (�f_s) =.27 Runoff volume (in): 8.322 Runoff volume (ft3): 8459 gas in Name: I+ost'Basi_n_7 Group Name: BASE Simulation: 25yr24hr Node Name: Post Basin 7 Basin Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Fator: 256.0 Spec Time Inc (min): 2.00 Comp Time Inc (min): 2.00 Rainfall File: Flmod Rainfall Amount (in): 9.000 Storm Duration (hrs): 24.00 Status: Onsite Time of Conc (min): 15.00 Time shift (hrs): 0.00 Area (ac): 2.380 vol of Unit Hyd (in): 1.000 Curve Number: 94.400 DCIA ( %): 0.000 Time Max (hrs): 12.10 [Flow Flax (cfs)�T0:79 Runoff o ume (in): 8.322 Runoff volume (ft3): 71901 rM as n ame: os asi n 8 Group Name: BASE Simulation: 25yr24hr Node Name: Post Basin 8 Basin Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Fator: 256.0 Spec Time Inc (min): 2.00 Comp Time Inc (min): 2.00 Rainfall File: Flmod Rainfall Amount (in): 9.000 Storm Duration (hrs): 24.00 Status: Onsite Time of Conc (min): 15.00 Time Shift (hrs): 0.00 Area (ac): 2.050 vol of Unit Hyd (in): 1.000 Curve Number: 94.400 DCIA ( %): 0.000 Time Max (hrs): 12.10 (Flow Maw (cf_s) '9 -2 "9 Runoff volume (in). 8322 Runoff volume (ft3): 61932 asin ame:_ os basin 9 Group Name: BASE Simulation: 25yr24hr Node Name: Post Basin 9 Basin Type: SCS unit Hydrograph Unit Hydrograph: Uh256 Peaking Fator: 256.0 Spec Time Inc (min): 2.00 Comp Time Inc (min): 2.00 Rainfall File: Flmod Rainfall Amount (in): 9.000 Storm Duration (hrs): 24.00 Status: Onsite Time of Conc (min): 15.00 Time Shift (hrs): 0.00 Area (ac): 3.170 vol of unit Hyd (in): 1.000 Curve Number: 94.400 DCIA ( %): 0.000 Time Max (hrs): 12.10 [Fl —Wk (cfs)'.-14.37 Runoff volume (in): 8.322 Runoff volume (ft3): 95768 •• PART C - WATER QUALITY DRAINAGE CALCULATIONS ➢ Pond Treatment Calculations (1/211 Requirement) ➢ Pond Treatment Calculations (Efficiency) ➢ Weir Size (Treatment to Attenuation) ➢ Underdrain Filtration System Calculations 67 POND VOLUME SUMMARY & TREATMENT CALCULATIONS PROJECT: Pine Berry Senior Apartments DATE: 0812009 JOB NO: 09 -014 BY: VT Pond Volume: Elev Area (ac) Volume (Ac Ft) TOB 28.50 0.1310 +0.2240 27.50 0.0950 0.111 110 26.50 0.0460 0.0405 BTM 25.50 0.0350 0.0000 SHWL 25.00 N/A NIA, Water Quality Treatment Calculations: Elev Area (ac) Volume (Ac Ft) 28.50 0.1310 0.2240 27:50' (0, X0990 0.113410 (Ga'kau7ated \V%o`1wme 25.50 0.0350 0.0000 Water Quality Treatment Cal Treatment Type Treatment Rainfall Basin Area "TS" Total Required 'Volurne g 27'.500 = Elevation of SHWL culations: Dry Retention 0.50 in. 3.22 Acres 6134 /Ac. Ft. 0.134 Ac_ Et; 25.00 Et .: GENERAL SITE INFORMATION: INTRODUCTION HOME PAGE Bl§dNumbbir§ Input datn AiiSwers Red NumlieF`s = STEP 91 Select the appropriate Meteorological Zone and input the appropriate Mean Annual Rainfall amount. CLICK ON CELL BELOW TO SELECT Meteorological Zone (Please use zone map): I Zone 4 CLICK HERE TO VIEW ZONE MAP Mean Annual Rainfall (Please use rainfall map): 51.00 Inch CLICK HERE TO VIEW MEAN ANNUAL RAINFALL MAP STEP 21, Select the REQUIRED TREATMENT EFFICIENCY button in SINGLE SYSTEM window if the project area will be treated in single system. Select the TREATMENT TRAIN - MULTIPLE SYSTEM ANALYSIS button in the MULTIPLE SYSTEM WINDOW if multiple systems will treat the project area. SING=LE SYSTEM WINDOW MULTIPLE SYSTEM WINDOW TREATMENT TRAIN - MULTIPLE SYSTEMS REQUIRED TREATMENT EFFICIENCY ANALYSIS Systems available for analysis: Systems available for analysis: Dry Retention Ponds Dry Retention Ponds Exfiltration Trenches Exfiltration Trenches Underain System Ponds Underain System Ponds Pervious Pavement Pervious Pavement Wet Detention Wet Detention Stormwater Reuse Greenroof RESET INPUT FOR SINGLE RESET INPUT FOR MULTIPLE SYSTEM TABS SYSTEMS TABS WE BASIN (S) T� SINGLE SYSTEM REQUIRED TREATMENT EFFICIENCY BluoNumbors■ Input data Red IVuffibbNs ° AhMM BASIN NO.1 CHARACTERISTICS: OVERWRITE DEFAULT CONCENTRATIONS: CLICK ON CELL BELOW TO SELECT PRE: POST: Pre Developed Land Use: I High-Intensity Commercial EMC(N): 1 0.000 mg/L0.00 mq /L EMC(P): 1 0,000 mg /L 0.000 mq /L CLICK ON CELL BELOW TO SELECT Post Developed Land Use: I High-Intensity Commercial CLICK ON CELL BELOW TO SELECT: USE DEFAULT CONCENTRATIONS Total pre - developed basin area: 3.22 AC Post - developed area (contributing basin to the pond, excluding pond): J,QZ AC Pre - Developed Non DCIA CN; 87.80 Pre - development Annual Mass Loadinq = Nitrogen: 13.096 kq /year Pre - Developed DCIA Percentage: 15,84% Pre - development Annual Mass Loading - Phosphorus: 1.883 kq /year Post - Developed Non DCIA CN: 83.50 Post - development Annual Mass Loading = Nitrogen: 12.954 kq /year Post- Develo ed CIA Percentage: % - - - Phosphorus- - _ -- k / ear BASIN NO.2 CHARACTERISTICS: OVERWRITE DEFAULT CONCENTRATIONS: CLICK ON CELL BELOW TO SELECT PRE: POST: Pre Developed Land Use: I PLEASE SELECT LAND USE: - EMC(N): 1 0.0 mg /L 0.000 mq /L EMC(P): 1 0,000 mq /L 0.00 mq /L CLICK ON CELL BELOW TO SELECT Post Developed Land Use: I PLEASE SELECT LAND USE:. CLICK ON CELL BELOW TO SELECT: USE DEFAULT CONCENTRATIONS Total pre - developed basin area: 0.00 AC Post- developed area (contributing basin to the pond, excluding pond): AC Pre- Developed Non DCIA CN: 30.00 Pre - development Annual Mass Loadinq - Nitrogen; kq /year Pre- Developed DCIA Percentage: 0.00 % Pre - development Annual Mass Loadinq = Phossphorus: kq /year Post - Developed Non DCIA CN: 30.00 Post- development Annual Mass Loadinq = Nitrogen's kg /year Post- Developed DCIA Percentage: 5.00 % P s en _ u"I M s`s Load - - rut: k /ear BASIN NO.3 CHARACTERISTICS: OVERWRITE DEFAULT CONCENTRATIONS: CLICK ON CELL BELOW TO SELECT PRE: POST: Pre Developed Land Use : I -_ PLEASE SELECT LAND USE: EMC(N): I 0.000 mq /L 0.000 mg/L _ EMC(P): I 0.000 mg /L 0.000 mq /L CLICK ON CELL BELOW TO SELECT Post Developed Land Use: _ _ _ PLEASE SELECT LAND USE-: CLICK ON CELL BELOW TO SELECT: USE DEFAULT CONCENTRATIONS Total pre - developed basin area: 0.00 AC Post =developed area (contributing basin to the pond, excluding pond): 0.00 AC Pre - Developed Non DCIA CN: 30.00 Pre- development Annual Mass Loadinq = NitPoq @n kg /year Pre =Developed DCIA Percentage: 0.00 % Pre - development Annual Mass Loadinq = Ph6oho`rus kq /year Post - Developed Non DCIA CN: 30 0 Post- development Annual Mass Loadinq = Nitrogen kq /year .Post- Developed DCIA Percenta ge: _ ° ear 70 REQUIRED TREATMENT EFFICIENCY: GENERAL SITE INFORMATION PAGE 01uo Numbers A Input 88tH Red NurntieFs = Aiisw @Ps STEP 1€ Specify pre- and post - development basin(s) characteristics. CLICK HERE TO SPECIFY PRE- AND POST - DEVELOPMENT CONTRIBUTING BASIN(S) CHARACTERISTICS Pre - development non DCIA CN: Pre - development DCIA percentage: Annual runoff volume: Annual Mass Loading - Nitrogen Annual Mass Loading - Phosphorus 87:80 % ac- ft/year kg /year kg /year % 4:425 13:006 1:883 Post - development non DCIA CN: 0 Post - development DCIA percentage: 25:8 % Annual runoff volume: 4:377 ac- ft/year Annual Mass Loading - Nitrogen 12:554 kg /year Annual Mass Loading - Phosphorus 1:862 kg /year CLICK HERE TO AFIEW REQUIRED TRER►TIVIENT EI'FICIENCY METHODOLOGY Required Treatment Efficiency: Requirred Treatm @/it Eff (Nitrogen): Required Treatment Eff (Phosphorus): STEP M. Select the appropriate treatment system. 1.10 % 41-101% IPOND DRY RETENTION POND I EXFILTRATION TRENCH I UNDER RAIN SYSTEM l PERVIOUS PAVEMENT I WET DETENTION 71 I1 A is Weir Calculations Rectangular Weir Weir Coefficient (C) Discharge (Q) Height above Weir (H) Weir Crest Length (L) Thin Blue Numbers = Input data Sold Red INumbers = Answers Horizontal Broad Crested Weir Equation Q =CLH3/2 = 3.00 Find the Length 14.85 cfs 0.50 Ft. = 10!00 Ft. K LEI T Find the Q '14.`0.5 cfs 0.50 Ft. 14.00 Ft. in Find the Height 14.85 cfs (0:5.0 Ft. 14.001 Ft. M,aie: 'Treatme:nt to At'tenuua'tion V,,aUj'it \W_d..ir,,s`ize [base--d con [Rost-Rey i w mur m Inflow [Rate (ofT1, 33 GPS ((S1'IJ1RWMD 25yr- ;114hr IS,torm •- ,See II:Cf R [Res.ults)).. \Wd.ir sized to accommodate (OSO' cof [head cover iD,LW cof ;27 O, ithe:refo:re tfreeb:oard iin trea'tment [pond texc_ee_ds (0: �5O' ((TO,l3 := f28j5)) �J, I- UnderdrainiFilh•ation,System Calculations• Project: Pine Berry Senior Apartmo eta Date: 0812009 Proj. No: 09.014 By: VT E h ^h V ^V Lmin Lmax Lavg HYD. AREA FLOW AVG. ^T ET NGVD TOTAL INCR. TOTAL INCR. GRAD. FILTER Q =KIA FLOW INCR. TOTAL 27.50 3.25 5,663 2.00 2.00 2.00 1.6250 40.0 352.3 0.0 0.20 801 341.5 2.3 27.30 4,862 2.00 2.00 2.00 1.5250 40.0 330.6 2.3 749 319.8 2.3 27.10 4,112 2.00 2.00 2.00 1.4250 40.0 308.9 4.7 26.90 =*05 3,415 697 2.00 2.00 2.00 1.3250 40.0 287.3 298.1 2.3 7.0 645 276.4 2.3 26.70 2.45 2,771 2.00 2.00 2.00 1.2250 40.0 265.6 9.4 0.20 592 254.7 2.3 26.50 2.25 2,178 2.00 2.00 2.00 1.1250 40.0 243.9 1 11.7 0.20 0 540 233.1 2.3 26.30 2.05 1,638 2.00 2.00 2.00 1.0250 40.0 222.2 14.0 0.20 488 211.4 2.3 26.10 1.85 0 1,150 2.00 2.00 2.00 0.9250 40.0 200.5 16.3 0.20 436 189.7 2.3 25.90 1.65 715 2.00 2.00 2.00 0.8250 40.0 178.9 18.6 0.20 383 168.0 2.3 25.70 1.45 0 331 0 2.00 2.00 2.00 0.7250 40.0 20.9 0.20 331 �157.2 146.3 2.3 25.50 1.251 I 0 2.00 2.00 2.00 0.6250 40.0 23.2 27:90 DLW (TOP OF TREATMENT VOLUME) 20:00 NWL (BOTTOM OF TREATMENT VOLUME) 24.00 INVERT OF OUTFALL PIPE 6.00 DIAMETER OF OUTFALL PIPE 24:25 ELEVATION OF CENTERLINE OF PIPE 4138.00 AREA @ DLW (s.f.) @ EL 27.50 1525.00 AREA @ NWL (s.f.) @ EL 25.50 2 L min 2 L max 5.42 "K" 32 REQUIRED UNDERDRAIN LENGTH 23:2 TIME FOR SYSTEM TO DRAW DOWN 73 PART D 100 -Yr FLOODPLAIN 35 30 25 -0 +20 0 +00 0 +20 TOTAL ENCROACHMENT . 0.0 SF AREA OF COMPENSATION . 0.0 SF STA 0 +00 NOR: 1'.10' VER: 1'.10' -0+60 -0+40 0 +00 O +aO 0 +60 I i TOTAL ENCROACHMENT - 0.7 SF I AREA OF COMPENSATION . 0.0 SF I I sra 1 +0o I HOR: 1'.10' VER 1'.10' 35 35 30 30 - -- - - - -- 25 25 -0 +40 0+00 0 +40 TOTAL ENCROACHMENT . 0.0 SF AREA OF COMPENSATION . 9.7 SF STA 2 +00 HOR: 1'.10' VER: r.10' 40 I I 40 35 35 30 orao4oAaNr raswls41m1 25 25 -0 +30 0 +00 0 +30 TOTAL ENCROACHMENT . 6.4 SF AREA OF COMPENSATION . 5.9 SF STA 5 +00 HOR: 1' =10' VER: 1'.10' 35 35 30 m 30 GPI4FN5.T4N 29 25 -0+20 0 +00 0+20 TOTAL ENCROACHMENT . 0.0 SF AREA OF COMPENSATION . 116 SF STA 3+00 HOR 1'.10' VER: 1'.10' 35 35 30 � - -- -- 30 25 25 -0+20 0 +00 0+20 TOTAL ENCROACHMENT . 0.0 SF AREA OF COMPENSATION 0.0 SF STA 6 +00 NOR: I'.IV VER: I' -IV 35 35 30 _ -- - -- 30 msovaAnw 25 25 -0 +20 0+00 0 +20 TOTAL ENCROACHMENT . 0.0 SF AREA OF COMPENSATION . 15.2 SF STA 4 +00 NOR: P.IV VER: 1'.10' NOTES: 1. 100 YEAR FLOOD PLAIN ELEVATION IS 30.0. 2. NO ENCROACHMENT OCCURS BELOW ELEVATION 28.53. 3. COMPENSATION WAS CALCULATED BETWEEN 28.50 AND 30.00. I EntroadTmerd Gulf Coast Consulting, Inc. LandnevelopmcntConsulting PRLP.ARL;D FOR: Pine Berry Senior Limited Partnership LL SHI2L I' 0E.9CRIPllON: PINE BERRY APARTMENTS LL nag sours s4•.nr c cv[u a soa>m Axon gams nmMSw aa,r K Area Area Area u Area 4 u Area u ATea v a, Area Il u m Area u Araa g «� 1 sor av mr"'�sr m�nr.� e. A a�mlm oiam ozuu¢ a 4voomremi r an. (SFJ (sF) (SF.) (SFj (SF) IS FJ OF) IsFj E IsFj ; (SF) j 3 j 0 +(10 > 1 +00 j .2+00 j :3 +11D j 4+00 j 5+'00 >° '6+00 TOTAL. Elevation COM ENSATTON 28.50 EN -C-R O'ACRM ENS' 28.50 CF A.E 0.0 ;0 0.0 :3D5 7.9 1;35 4.8 ;365 2.5 11'25 DA M " CF A.F. 29.00 0.0 Z5 0.7 '35 0.0 T 09 CO 0.0 10 09 •;p IiE.N 70 0.0016 :9.00 1435 8.7 -1055 176 '1390 152 X055 59 295 " 4240 0.0973 30.00 0.0 i0 0.0 (0 0.0 ;O DA M 0.0 'x320 6A '32D " 640 0.0147 30.00 Compensation LL Gulf Coast Consulting, Inc. LandnevelopmcntConsulting PRLP.ARL;D FOR: Pine Berry Senior Limited Partnership LL SHI2L I' 0E.9CRIPllON: PINE BERRY APARTMENTS LL nag sours s4•.nr c cv[u a soa>m Axon gams nmMSw aa,r K Area Area LL Area LL �' Area ,Area Area m Area 2206 Jo -An Drive Sarasota FL 34231 :(SF) ,(SF) g «� 1 sor av mr"'�sr m�nr.� e. A a�mlm oiam ozuu¢ a 4voomremi r an. (SFJ (SF.) 1jSF,j (SF) � ,(S'F.) ' 1+00 j ' j 3 j j j TOTAL ;Elevation COM ENSATTON 28.50 CF A.E 0.0 ;0 0.0 :3D5 7.9 1;35 4.8 ;365 2.5 11'25 DA M " 1520 0.0349 29.00 0.0 A 0.0 1435 8.7 -1055 176 '1390 152 X055 59 295 " 4240 0.0973 30.00 T Gulf Coast Consulting, Inc. LandnevelopmcntConsulting PRLP.ARL;D FOR: Pine Berry Senior Limited Partnership SHI2L I' 0E.9CRIPllON: PINE BERRY APARTMENTS nag sours s4•.nr c cv[u a soa>m Axon gams nmMSw aa,r K 09 -014 A 10 GJS 08 oe. \. .... 13U5 ]COT BLVD., SUITE 605 C]eal . FlP1ido 33760 Platt: rR7>524 -1919 Fa.- (7271524.6999 2206 Jo -An Drive Sarasota FL 34231 FLOOD PLAIN MITIGATION PLAN g «� 1 sor av mr"'�sr m�nr.� e. A a�mlm oiam ozuu¢ a 4voomremi r an. "R �/29N9 OPERATION AND MAINTENANCE INSTRUCTIONS Stormwater Management Systems should be inspected on a routine basis to ensure that they are functioning properly. Inspections should be performed on a monthly and semi - annual basis following major storms. Systems that incorporate percolation are most critical since poor maintenance practices can soon render them ineffective. Records should be kept on all maintenance operations to help plan future work and identify facilities requiring attention. Considerable damage, as well as loss of structures and effective use of the stormwater facilities can result from a failure to protect and maintain the drainage systems. Providing maintenance in a timely manner often saves costly repair jobs when the unusual storms occur. Remember, the SWFWMD permit dictates that the system must be maintained and that the owner is responsible for system maintenance. A. GENERAL Normal maintenance requirements are as follows: a. Retention areas and swales should be mowed at regular intervals. All clippings should be picked up and any accumulated debris should be removed. b. Sod should be routinely thatched. C. The bottom area of dry basins should be periodically broken with a disk to maintain design percolation rate. d. Sod cover on slopes and embankments should be inspected and repaired or replaced as necessary. e. Periodically, following a storm event, the outfall structure should be inspected to check that the orifice or weir is not clogged and is flowing at a substantial rate. f. The discharge pipe(s) should be visually inspected to determine if the pipe(s) require cleaning. All debris found in the pipe should be removed. g. Inlet structures should be inspected after each storm. All debris accumulated in the sump or on the grate should be removed. h. Outlets should be inspected for clogging and erosion. i Berms and other structures should be inspected for breaks. Repairs, if necessary, should be performed immediately. W. B. CATCH BASIN INLETS Catch basins should be inspected after major storms and should be cleaned as often as needed. Various techniques and equipment are available for maintenance of catch basins. Filter bags can be used in catch basins at street grade to reduce the frequency of cleaning catch basins and outfall pipes. C. - LITTORAL ZONES (For Wet Detention Systems) The littoral shelf shall be maintained as follows: Wetland topsoil, containing a suitable seed source, shall be spread over the littoral zone from the control elevation out to the waterward extent of the shelf, with a minimum thickness of four inches. 2. Littoral vegetation will become established via natural recruitment. 3. All desirable vegetation that becomes established in the littoral area must be maintained. 4. Nuisance /invasive exotic species (e.g., cattails) should be removed periodically. The owner should consult the water management district prior to undertaking this activity. D. METHODS AND EQUIPMENT FOR SYSTEM MAINTENANCE Various types of equipment are commercially available for maintenance of stormwater management systems. The most frequently used equipment and techniques are listed below: Vacuum Pump This device is normally used to remove sediment from sumps and pipes. The equipment for this system is generally mounted on a vehicle. It requires a 200 to 300 gallon (0.757 to 1.136 m ^3) holding tank and a vacuum pump that has a 10 -inch (254 mm) diameter flexible hose with a serrated metal end for breaking up cake sediment. A two -man crew can clean a catch basin in 5 to 10 minutes. This system can remove stones, bricks, leaves, litter, and sediment deposits. Normal working depth is 0 to 20 feet (0 to 6 m). 2. Water Jet Spray This equipment is generally mounted on a vehicle equipped with a high pressure pump and a 200 to 300 gallon (0.760 to 1.140 m 13) water supply. A 3 -inch (76 mm) flexible hose line with a metal nozzle directs jets of water to loosen debris in pipes or trenches. Normal length of hose is approximately 200 feet (61 m). This system should not be used to clean erodible trench walls. 3. Fire Hose Flushing This equipment consists of various fittings that can be placed on the end of a fire hose such as T rotating nozzles, rotating cutter, etc. When this equipment is dragged through a pipe, it can be effective in removing light material from walls. 4. Sewer Jet Flusher Sewer jet flushers are usually truck- mounted and consists of a large water tank of at least 1000 gallons (3.785 in ^3), a triple action water pump capable of producing 1000 psi (6900 kN /m ^2) or more pressure, a gasoline motor to run the pump, a hose reel large enough for 500 feet (153 m) of 1 -inch (25 mm) inside diameter high pressure hose, and a hydraulic pump to operate the hose reel. In order to clean pipes properly, a minimum nozzle pressure of 600 psi (4140 kN /m ^2) is required. All material is flushed ahead of the nozzle by spray action. This extremely mobile machine can be used for cleaning areas with light grease problems, sand and gravel infiltration, and for general cleaning. STORMWATER MANAGEMENT FACILITIES OPERATION AND MAINTENANCE CHECKLIST 1. VEGETATION: (Structures and Drainage swales) a. Need for cutting and /or spraying b. Need for reseeding C. Need for fertilizing d. Evidence of grazing e. Evidence of motorbikes or other vehicles 2. FENCES: a. Loose or damaged posts b. Loose or broken wires C. Accumulated debris in fence d. Condition of gates 3. RETENTION AREA: a. Undesirable vegetation growth b. Trash and other debris C. Berms 1) Erosion / Breaks 2) Settlements d. Levees 1) Settlement 2) Any breaks e. Slope failure f. Surface drainage 1) Condition of open channels I- 2) Catch basin condition a) Manholes b) Outlets 4. FILL AREAS: a. Settlement or cracking b. Erosion C. Slope failure d. Rodent or wildlife damage 5. SWALES / CHANNELS: a. Sedimentation b. Bank cutting C. Debris accumulation d. Condition of riprap or other works of improvements 1) Undermining 2) Damage or deterioration 3) Adjacent channel scouring e. Adjacent property damage 9. STRUCTURE DRAINAGE SYSTEM: a. Drainage outlet pipes 1) clean or dirty water 2) Pipes free - flowing, no obstructions 3) Evidence of seepage a) Adjacent to pipes b) Lower 1/3 slope b. Rock toe drains —not applicable 1) Free draining into collection channels or catch basins 2) Clean or dirty water C.: Underground Vaults 1) Flush dirty water 2) Vac hose sediment 10. SAFETY HAZARDS: The items to be checked at time of inspection may include above, but are not limited to those listed. 1) At grates (outfall control structures) 2) Outfall Pipes and structures and the connection point of underdrain to control structures. References 1. Sewer Maintenance Manual Prepared by Municipal Engineers Association of Ontario for Ministry of the Environment, Ontario, Canada, March 1974. 2. Smith, T.W., Peter, R.R., Smith, R.E., Shirley, E.C., "Infiltration Drainage of Highway Surface Water ", Transportation Laboratory, California Department of Transportation, Research Report M & R 632820 -1, August, 1969. RN August 21, 2009 Beneficial Communities 2206 Jo -An Drive Sarasota, Florida 34231 Attn: Mr. Dusan Peric RE: Supplemental Geotechnical Engineering Report Pine Berry Senior Apartments 1225 S. Highland Avenue Clearwater, Pinellas County, Florida Terracon Project No. 37095028 Dear Mr. Peric: r erracon Subsequent to completion of our Geotechnical Engineering Report, dated August 17, 2009, for this project, Terracon understands additional information is required related to design of the stormwater management system. Specifically, Terracon understands we provide you with estimated seasonal high water levels at two particular locations, based on the attached plan provided by Gulf Coast Consulting, Inc. Borings B -4 and B -5, included in our August 17 report were performed in the general vicinity of the locations noted on the attached plan from Gulf Coast Consulting. Borings B -1 and B -6 were also performed in the surrounding parking area. As identified on page 7 in the Groundwater Conditions section of our report, we estimate the seasonal high water table will be at elevation 25.0 at all four of these boring locations. Based on a consistent seasonal high water table elevation at the surrounding boring locations, we believe it is appropriate to use a seasonal high water table of elevation 25.0 feet at the locations specified on the attached plan from Gulf Coast Consulting. We appreciate the opportunity to be of continued service to you on 'this project. If you have any questions or if we may be of further service to you, please contact us. Sincerely, Terracon GGns tarts, inc, ,� grendan S. O'Brien, P.E. Bruce H. Woloshin, P.E. Senior Geotechnical Engineer Principal Florida PE # 52047 N: IProjectsk200 :�137095028\geo37095028 SHWT.doc Attachments Copies To: Addressee (3 hard copy, 1 PDF) Vartkes Tome, Gulf Coast Consulting, Inc. (5 hard copy, 1 PDF) David Bilyeu, Gulf Coast Consulting, Inc. (1 PDF) Terracon Consultants., Inc. -503 West!Gentral:Boutevard Orlando, Florida 32801 P [407] 843 1311 'F ]4'07!]'8431317 terracon.com al CROSSING DETAIL A 0 1B JO 60 LEGEND F= TUSCOLA ROAD S E MUTARYSEWERPH' CHART SEWER SANTTARY SEWER MANHOLE CHART 'SMI, N, SL� 1, E= 40 012M, n, 40 M�' TF, 7 STORM PIPE CHART H. - 4! = TREE LEGEND > DACE A X-A- T 11T I A ealaoo le Eaxmvar A P" T- -3 W� Mu. ir w a amx STORM STRUCTURE CHART, IT 1 T 1 3 C 40 E" MME LINE TABLE BE— -TT�T.— Ll 89-49'44� 45- /7 --4T04aW 10135 L4 6.69 W-1YE 3101 DATUM CONVERSION: .1 P. UW —3-13-E �01 I— —=u.. 7 10.86'NGVD 29 = 0.00' NAVD 88 —7 W u1fCowtCmsWting,ma. Pine Berry Senior Limited Partnership PINE BERRY APARTMENTS c/o Beneficial Communities 2206 Jo-AR DhW. SITE PLAN S— FL 34231 13 LEGEND W Q Z z EARRYSTREET r_,_ m,_,_,_ _,_,_ _, LJ I 13-5 B -' i tBt I r -- L� 0 L__D B'4 - l L _ _- _ EXISTING BUILDING I 1 � 1 $B -8 i ! i ! W Q �S W_ I I I I I I I I I J N IF 0 100 Approximate Scale (Feet) — — — SUBJECT SITE APPROXIMATE BORING Poled Mgr. Ploled Na LOCATION sso 37095028 i BORING LOCATION DIAGRAM FIG. No. Grawa By. sale: DWD As SHOWN GEOTECHNICAL ENGINEERING REPORT Ch B ecked By. File No. Consulting En�neere end 9c.entiate PINE BERRY SENIORS BSOIMRF GE037095028-2 1225 S. HIGHLAND AVENUE 2 Applored By. Dam: .RAM I9 FOR GENERAL LOCATION ONLY, AND IS NOT INTENDED FOR CONSTRLIC10 PURPOSES BSO AUGUST 2009 11 503 W. Central Boulevard Orlando Florida 32801 407843 -131 407) 843-1317 IL CLEARWATER, PINELLAS COUNTY, FL GEOTECHNICAL ENGINEERING REPORT PINE BERRY SENIOR APARTMENTS 1225 S. HIGHLAND AVENUE CLEARWATER, PINELLAS COUNTY, FLORIDA TERRACON PROJECT NO. 37095028 AUGUST 17, 2009 Prepared for. BEN EFICIAL.COMMUNITIES Sarasota, Florida Prepared by. E, Orlando, Florida August 17, 2009 Beneficial Communities 2206 Jo -An Drive i Sarasota, Florida 34231 t Attention: Dusan Peric Re: Geotechnical Engineering Report Pine Berry Senior Apartments 1225 S. Highland Avenue Clearwater, Pinellas County, Florida Terracon Project No. 37095028 Dear Mr. Peric: We are submitting the results of the geotechnical exploration for the proposed project referenced above. This report provides design and construction recommendations for ' foundations, pavement, and stormwater management. We appreciate the opportunity to be of service to you during the design phase of your project, and look forward in assisting you during the construction phase. If you have any questions concerning this report, or if we may be of further service to you, please contact us. Sincerely, Terracon Consultants Inc. Certificate of ,authorization Number 8830 7 / t —.• . rrcendan S. O'Brien, IP.E. Senior Geotechnical Engineer Florida PE # 54-047 Attachments N. lProjectsk2009l370950261geo37095028. doc Copies To: Addressee (3 hard copies, 9 PDF) Bruce H. Woloshin, .P.E. .Principal Terracon Cons.ultan`is, Jnc. M3 west,Ce.ntral Boulevard Orlando Flodda .3P•:8D1 P !(4DT)'843 1:311 :F !(407,]'843 1:317 terracon.com TABLE OF CONTENTS CoverLetter ......................................................................................... ..............................I INTRODUCTION...................................................................................... ..............................1 PROJECTDESCRIPTION ....................................................................... ..............................1 SITE EXPLORATION PROCEDURES ..................................................... ..............................2 FieldExploration ................................................................................... ..............................2 LaboratoryTesting ................................................................................ ..............................3 SITECONDITIONS .................................................................................. ..............................3 USGS Quadrangle Topographic Data ................................................... ..............................3 SUBSURFACECONDITIONS ................................................................. ..............................3 Geology................................................................................................ ..............................3 USDA— NRCS Soil Survey ................................................................... ..............................5 SoilConditions ...................................................................................... ..............................6 Groundwater Conditions ....................................................................... ..............................6 ENGINEERING RECOMMENDATIONS .................................................. ..............................7 Geotechnical Considerations ................................................................ ..............................7 FoundationSystems ............................................................................. ..............................8 FloorSlabs ............................................................................................ ..............................9 Pavements............................................................................................ ..............................9 Earthwork............................................................................................. .............................11 GENERALCOMMENTS ......................................................................... .............................13 APPENDIX A Topographic Vicinity Map — Figure 1 Boring Location Diagram — Figure 2 Soil Survey Map — Figure 3 Boring Logs — B -1 through B -8 ; APPENDIX B General Notes Unified Soil Classification System GEOTECHNICAL ENGINEERING REPORT PINE BERRY SENIOR APARTMENTS 1225 S. HIGHLAND AVENUE CLEARWATER, PINELLAS COUNTY, FLORIDA TERRACON PROJECT NO. 37095028 AUGUST 17, 2009 . INTRODUCTION Geotechnical exploration for the proposed Pine Berry Senior Apartments at 1225 Highland Avenue in Clearwater, Pinellas County, Florida has been completed. The site location is depicted on the Topographic Vicinity Map (Figure 1) included in Appendix A. As proposed, eight soil borings were drilled at the project site, the approximate locations of which are provided on the Boring Location Diagram (Figure 2) included in Appendix A of this report. Based on encountered soil and groundwater conditions, as discussed with the project civil engineer, Terracon did not perform any field permeability testing. This report describes the subsurface conditions encountered in the borings, analyzes and evaluates the test data, and provides recommendations regarding the geotechnical design and construction of foundations and pavements. In addition, general earthwork and stormwater management design recommendations are provided. PROJECT DESCRIPTION The proposed site is identified by Property Identification Number (PIN) 23-29-15- 29034 -000- 0060 according to the Pinellas County, Florida Property Appraiser's web site. Terracon was provided with a Map of Boundary. Survey of the subject site, prepared by Michael V. -Gates, Land Surveyor, dated February 20, 2005 and a Boundary Survey, prepared by Florida Benchmark, Inc., date July 3, 2007. Later, Terracon was provided with updated Conceptual Site Plan 2, prepared by Forum Architecture & Interior Design Inc., undated, indicating a four -story 85 -unit building with an attached two -story amenities building and porte cochere, and a 98 -space parking lot. Terracon was also provided with a Boundary and Topographic Survey of the site, prepared by Polaris Associates Inc., survey date January 22, 2008, revised July 14, 2009. The provided survey referenced the North American Vertical Datum of 1988 (NAVD 88). We..anticipate the proposed buildings will be of wood frame construction and founded on post- tensioned slabs, while the porte cochere roof will likely be founded on traditional spread footings. The project structural engineer, Robert Scroggins of Structural Concepts & Design, has provided preliminary design building loads including: 7.5 kips /linear foot (klf) for interior walls, 4 klf for exterior walls, on the order of 24 kips for isolated column loads for the residential building, and slightly higher column loads for the amenities building and porte Pine Berry Senior Apartments Clearwater, Pinellas County, Florida Terracon Project No.: 37095029 August 17, 2009 TERRACON cochere. Design traffic volumes and loads were not available. We assume light duty pavement loads of less than 30,000 equivalent 18 -kip single axle loads (E18SALs) and heavy duty pavement loads of less than 50,000 E18SALs over a 20 -year design life of the pavement. Based on our understanding of the proposed development, we assume less than 2 feet of fill /cut will be required to establish final grades. SITE EXPLORATION PROCEDURES Field Exploration SPT Borings The field exploration consisted of performing eight SPT borings (Borings B -1 through B -8) to approximate depths of 6 to 20 feet below the existing ground surface. The boring locations were laid out at the project site by the drill crew. The locations indicated on the attached diagram are approximate and were measured by taping distances and estimating right angles. The locations of the borings should be considered accurate only to the degree implied by the means and methods used to define them. The ground surface elevation at each boring location was estimated using the provided topographic information. The estimated ground surface elevations at each boring location are listed at the top of each corresponding boring logs. The SPT soil borings were drilled with an ATV- mounted, rotary drilling rig equipped with a rope and cathead-o pe rated safety hammer. The boreholes were advanced with a cutting . head and stabilized with the use of bentonite (drillers' mud). Soil samples were obtained by the split spoon sampling procedure in general accordance with the Standard Penetration Test (SPT) procedure. In the split spoon sampling procedure, the number of blows required to advance the sampling spoon the last 12 inches of an 18 -inch penetration or the middle 12 inches of a 24 -inch penetration by means of a 140 -pound hammer with a free fall of 30 inches, is the standard penetration resistance value (N). This value is used to estimate the in -situ relative density of cohesionless soils and the consistency of cohesive soils. The sampling depths and penetration distance, plus the standard penetration resistance values, are shown on the boring logs. Portions of the samples from the borings were sealed in glass jars to reduce moisture loss, and then the jars were taken to our laboratory for further observation and classification. Upon completion, the boreholes were backfilled with the site soil. Field logs of each boring were prepared by the drill crew. These logs included visual classifications of the materials encountered during drilling as well as the driller's 2 Pine Berry Senior Apartments Clearwater, Pinellas County, Florida Terracon Project No.: 37095028$ August 17, 2009 TERRACON interpretation of the subsurface conditions between samples. The boring logs included with this report represent an interpretation of the field logs and include modifications based on laboratory observation of the samples. Laboratory Testing During the field exploration, a portion of each recovered sample was sealed in a glass jar and transported to our laboratory for further visual observation and laboratory testing. The soil samples were classified in general accordance with the appended General Notes and the Unified Soil Classification System based on the material's texture and plasticity. The estimated group .symbol for the Unified Soil Classification System is shown on the boring logs and a brief description,of the Unified Soil Classification - System is included in Appendix B. SITE CONDITIONS The majority of the site slopes gently to the north, from about elevation 32 feet to about elevation 28 feet. The southeast portion of the site slopes to the north more rapidly, from about elevation 44 feet to about elevation 34 feet. The site is currently developed with an abandoned bowling alley and an asphalt parking lot. Based on conversations with the project civil engineer, Terracon understands the southern wall of existing bowling alley is shared with the existing building to the south. The southeast portion of the site is vacant, grassed land. Trees line the perimeter of the parking lot. USGS Quadrangle Topographic Data United States Geologic Survey (USGS) topographic quadrangle map Clearwater, Florida indicates the site slopes to the north, from slightly above elevation 40 feet to below elevation 30 feet. Elevations reference the National Geodetic Vertical Datum of 1929 (NGVD 1929). SUBSURFACE CONDITIONS Geology The Soil Survey of Pinellas County, Florida cites Richard Green and Jonathan Arthur of the Florida Geological Survey, who wrote that Upper Eocene age Ocala Limestone underlies all of Pinellas County. In turn, the Lower Oligocene age Suwannee Limestone overlies the Ocala Limestone, and is characterized as a packstone to grainstone. The upper and lower boundaries of the Suwannee Limestone are indefinite. However, the top of the Suwannee Limestone is at about 50 to 330 feet below MSL. The thickness of the Suwannee Limestone is between about 200 and 250 feet, and it thickens towards the northern end of the county. 3 Pine Berry Senior Apartments Clearwater, Pinellas County, Florida Terracon Project No.: 37095028 August 17, 2009 TERRACON The Hawthorn Group sediments overlie the Suwannee Limestone, and generally consist of phosphatic siliclastics (sands, silts, and clays) and carbonates. The top of the Hawthorn Group ranges from about 100 feet above MSL to just over 100 feet below MSL. The thickness of the Hawthorn Group ranges from about 40 feet to 260 feet. Pinellas County is blanketed by between about 30 and 80 feet of surficial post - Hawthorn Group sediments. These sediments are comprised of varying proportions of sand, shell, clay, and organics. Lithostratigraphic units in this sequence can include the Fort Thompson and Caloosahatchee Formations as well as Holocene age sands and dune deposits. The surficial unconfined aquifer occurs-within the. surficial post- Hawthorn sediments. The . Hawthorn Group generally acts as a confining layer, separating the surficial unconfined aquifer from the confined (artesian) Floridan Aquifer. Also, at different locations within the Hawthorn Group, the intermediate aquifer may occur within the more porous portions. The Floridan Aquifer is the main source of potable water in central and northern Florida. The top of the Floridan Aquifer is generally regarded as the top of the first occurrence of vertically persistent carbonates (limestone) below the siliclastic sediments of the Hawthorn Group. General Potential for Sinkhole Development The USGS has prepared a map which identifies areas of sinkhole occurrence in Florida. This map, the Sinkhole Type Development, and Distribution in Florida map (prepared by the USGS, in cooperation with state agencies, 1985), divides Florida into four areas based on the type and thickness of cover overlying soluble rock. These areas, designated I through IV, have varying potentials for sinkhole development as follows: Area I — Sinkholes are few. Area II — Sinkholes are few. Area III — Sinkholes are numerous. Area IV — Sinkholes are very few. Review of the map listed above indicates site is in Area III. Area III typically has soil cover between 30 and 200 feet thick overlying limestone. The soil cover is generally cohesive clayey sediments of low permeability. Sinkholes are most numerous, of varying size, and develop abruptly. Cover - collapse sinkholes dominate in Area III. Certain potential sinkhole indicators, such as loss of circulation of drilling fluid and particularly loose /soft soils, were not encountered. The borings did not extend deep enough 4 Pine Berry Senior Apartments Clearwater, Pinellas County, Florida Terracon Project No.: 37095028 August 17, 2009 TERRACON to encounter limestone, nor was a significantly clayey confining layer encountered within the explored depths. A consistent confining layer (significantly clayey soils) is typically associated with a lower sinkhole development potential. Therefore we have little information with which to judge whether this particular site is at the same or a different level of risk of sinkhole development as compared to the surrounding areas. If the sinkhole potential of the site is to be estimated, additional site - specific data must be obtained. This might include using geophysical methods such as Electrical Resistivity tests and additional geotechnical tests such as Cone Penetrometer Test (CPT) soundings and /or more /deeper Standard Penetration Test borings. Interpretation of the test data should be done by a profession a I- � geologist /engineer familiar with the use -of these tests under, local conditions. If requested, Terracon can assist in assessing the sinkhole potential of the location of the proposed construction. USDA NRCS Soil Survey The Soil Survey of Pinellas County, Florida, as prepared by the United States Department of Agriculture (USDA), Natural Resource Conservation Service (NRCS), dated 2006, identifies the following two soil types at the subject site. It should be noted that the Soil Survey is not intended as a substitute for site - specific geotechnical exploration; rather it is a useful tool in planning a project scope in that it provides information on soil types likely to be encountered. Boundaries between adjacent soil types on the Soil Survey maps are approximate. 17 — Myakka soils and Urban land. This soil map unit consists of areas of poorly drained Myakka soils and Urban land that are so intermixed that mapping them separately is not possible. This soil map unit is typically found on the flatwoods. Urban land dominates this soil map unit except in areas in the northeast corner of the county. In areas of Myakka soils in their natural state, during years of normal rainfall, the groundwater table is normally between depths of about '/2 to 1'/2 feet (6 to 18 inches) below the ground surface from June through November. The Myakka soils portion of this map unit is predominantly sandy throughout the defined profile of 80 inches (6.7 feet). The Urban land portion of this map unit is generally covered by high density residential development, commercial buildings, streets, highways, parking lots, and other types of impervious ground cover. 30 —Urban land. This soil map unit is generally found on flatwoods and ridges in the Lower Coastal Plain. This soil map unit consists of areas where most of the soil surface is covered with impervious materials such as shopping malls, large parking lots, large commercial buildings, highways, and large industrial areas. The Soil Survey does not list typical soil profile or groundwater conditions for this soil map unit. In many locations, the natural soil 5 Pine Berry Senior Apartments Clearwater, Pinellas County, Florida Terracon Project No.: 3709 x029 August 17, 2009 TERRACON profile of this map unit has been altered by earthwork operations, and groundwater conditions have been affected by drainage control measures. Soil Conditions Subsurface conditions encountered at the boring locations are indicated on the boring logs in Appendix A of this report. Stratification boundaries on the boring log represent the approximate depths of changes in soil types; in -situ, the transition between materials may be gradual. Based on the results of the borings, subsurface conditions at the boring locations can be generalized as follows. The borings encountered between 2• and 8 feet of fill, generally characterized as loose to - medium dense, sand to sand with silt, with traces of organics and limerock fragments. Due to similarities with the underlying native soil, specific delineation of the fill is difficult. Standard Penetration Test resistance values (N- values) encountered in the fill ranged from 5 blows per foot (bpf) to 14 bpf. Beneath the fill, the borings encountered native soil consisting of loose to medium dense sand to silty sand, extending to depths of between 16 and 18'/2 feet. All borings except B -1, B -2, and B -3, each of which extended to depths of 20 feet, terminated in this layer. Standard Penetration Test resistance N- values encountered in this layer ranged from 7 bpf to 19 bpf. Beneath the sand to silty sand, Borings B -1, B -2, and B -3 encountered very stiff to hard sandy lean clay extending to the boring termination depths. Standard Penetration Test resistance N- values encountered in the sandy lean clay ranged from 21 bpf to 39 bpf. For a more detailed description of;the subsurface conditions encountered, please refer to the individual boring logs in Appendix A. Groundwater Conditions The borings were monitored while drilling for the presence and level of groundwater. Groundwater was encountered in each of the borings drilled for this project scope, at depths ranging from 3'/2 to 81/2 feet below existing grade, corresponding to elevations ranging from 24.5 to 31.5 feet. The water levels were measured in late June, early in the wet season. Longer term monitoring in cased holes or piezometers would be required to better define groundwater conditions at the site. It should be recognized that fluctuations of the groundwater table will occur due to seasonal variations in the amount of rainfall, runoff and other factors not evident at the time the boring was performed. In addition, perched water can develop within higher permeability soils 6 Pine Berry Senior Apartments Clearwater, Pinellas County, Florida Terracon Project No.: 37095029 August 17, 2009 TERRACON overlying less permeable soils. Therefore, groundwater levels during construction or at other times in the future may be higher or lower than the levels indicated on the boring logs. We estimate that during the peak of the June through September wet season, with rainfall and recharge at a maximum, groundwater levels at the SPT boring locations within the proposed parking lot /stormwater management location will be between depths of 3' /z and 5'h feet, corresponding to an elevation of 25 feet. Our estimates of the seasonal water tables are based on the USDA Soil Survey, USGS topographic data, the provided site topographic data, the encountered soil types, and the encountered water levels. The estimated seasonal high water tables are noted on the SPT boring logs. Estimates of the seasonal high water table presented in this report are based on and limited by the data collected during our geotechnical exploration and the referenced published documents. Estimates of the seasonal high water table assume normal precipitation volumes and distribution. The seasonal high water table in any particular year will vary depending upon whether that year is a "wet' year, a "dry" year, or a "normal' year. These seasonal water table estimates do not represent the temporary rise in water table that occurs immediately following a storm event, including adjacent to other stormwater management facilities. This is different from static groundwater levels in wet ponds and /or drainage canals which can affect the design water levels of new, nearby ponds. The seasonal high water table will be affected by any extreme weather changes, localized or regional flooding, karst activity, future grading, drainage improvements, or other construction that may occur on our around the site following the date of this report. ENGINEERING RECOMMENDATIONS Geotechnical Considerations It is our opinion that the proposed Pine Berry Senior Apartment buildings could be supported on post- tensioned slabs and shallow spread footing, as noted in the Project Description section of this report, if the recommended site preparation procedures are implemented at the site. The site sands do not appear to meet stabilized subgrade requirements. Therefore, we anticipate pavement subgrade material will need to be obtained from an off site borrow source. Based on the data obtained from our field exploration and our discussions with the project civil engineer, in particular the seasonal high water levels, we understand that an underground stormwater vault will be necessary for stormwater management. The sandy site soils should be acceptable for reuse as engineered fill. Our recommendations regarding design and construction of foundations, floor slabs, pavements, and stormwater management systems are provided in the following sections. 7 Pine Berry Senior Apartments Clearwater, Pinellas County, Florida Terracon Project No.: 37095028 August 17, 2009 TERRACON Foundation Systems Based on the given bearing wall loads and our assumptions regarding the bearing wall layout, we anticipate a design pressure of about 600 psf for the post- tensioned slabs, which will act as a single foundation element. We believe design of the post- tensioned slabs will be governed by other concerns such as settlement and possibly slab stiffness. If the mat foundations are to be designed using the approximate flexible method, we recommend a modulus of subgrade reaction of 40 pounds per cubic inch (pci). Based on our grading assumption, the slab dimensions depicted on the provided plan, the given bearing wall loads, and our assumed bearing wall layout, we estimate that the proposed post- tensioned slabs may experience on the order of '/2 inch of total settlement. Angular or rotational settlement could be on the order of 1/300. Based on the results of the subsurface exploration and our analyses, it is our opinion that the proposed porte, cochere roof can be supported on spread footings provided that the bearing soils are tested by Terracon and are prepared in accordance with the recommendations in this report. Spread footings bearing on competent native sands or approved fill that extends to suitable native soils could be designed for a maximum net allowable soil bearing pressure of 2,500 psf. The net allowable soil bearing pressure is the pressure in excess of the minimum surrounding overburden pressure at the footing base elevation. Individual column footings should have minimum widths of 30 inches; continuous footings should have a minimum width of 18 inches. All footings should be designed with a minimum embedment depth of 18 inches. The minimum embedment depth should be as measured, from the base of the footing to the lowest adjacent finished grade (typically the exterior grade). Even though footings may not develop the full design bearing pressure, the aforementioned minimum footing sizes should be maintained. Further, all footing dimensions should conform to the Florida Building Code and any local municipal requirements. Based on the provided structural loading information, we assume the porte cochere footings may need to be designed to support loads of about 50 kips. Assuming that the site grading and foundation related earthwork and foundation design are completed in accordance with our recommendations, it is our opinion that spread footings supported on properly prepared native soils or on approved engineered fill extending to properly prepared native soils could experience post- construction settlements on the order of about 1 inch or less. Differential settlement is anticipated to be about 1/2 to z/3 of total settlement. Footing excavations should be observed and tested by Terracon personnel. If soft, loose or disturbed soils are encountered in footing excavations, the unsuitable soils should be M Pine Berry Senior Apartments Clearwater, Pinellas County, Florida Terracon Project No.: 37095029 August 17, 2009 TERRACCN removed and replaced with approved, properly compacted granular fill extending down to suitable native soils. Alternatively, the footings could be extended to suitable native soils. Sandy soils exposed at the surface of footing excavations should be surficially compacted with hand -held dynamic compaction equipment prior to placing engineered fill, steel, and /or concrete. In addition, the base of all footing excavations should be free of water and loose soils as previously discussed prior to placement of concrete. Should the soils at the bearing level become disturbed, the affected soil should be improved or removed prior to placement of concrete. Concrete should be placed as soon as possible after excavating to minimize disturbance of bearing soils. Floor Slabs The use of a vapor retarder should be considered beneath the post- tensioned slab if it will be covered with wood, tile, carpet or other moisture sensitive or impervious coverings, or when the slab will support equipment sensitive to moisture. When conditions warrant the use of a vapor retarder, the slab designer and slab contractor should refer to ACI 302, 360 and Florida Building Code (FBC) Section 1807 for procedures and cautions regarding the use and placement of a vapor retarder. We note that FBC Section 1807 requires a minimum of 6 -mil polyethylene, which is typically used in Central Florida. However, local requirements that might affect what moisture barrier may use should also be consulted. Pavements Terracon anticipates most of the pavement at this site will be constructed as conventional flexible asphalt pavement sections. In order for a conventional flexible pavement to perform satisfactorily, the subgrade soils should have sufficient strength and stability to support construction traffic loading and design traffic loading. Our pavement thickness recommendations are based on the following assumptions: • Unless using a soil cement base course, the upper 1 foot of pavement subgrade soils should be stabilized to a minimum Limerock Bearing Ratio (LBR; Florida Method of Test Designation FM 5 -515) value of 40 if they do not already meet this criterion. When using a soil cement base course, the subbase should be free - draining material. Therefore, clay- stabilized subgrade should not be used with soil cement base courses. • The upper 1 foot of pavement subbase (subgrade) soils should be compacted to at least 98 percent of the Modified Proctor maximum dry density (AASHTO T -180). E Pine Berry Senior Apartments Clearwater, Pinellas County, Florida Terracon Project No.: 37095028 August 17, 2009 TERRACON • The subgrade and the pavement surface have a minimum '/4 inch per foot slope to promote proper surface drainage. • The base course may be limerock, soil cement, or washed crushed concrete, if allowed by the county engineer. When using a soil cement base, the owner should be aware that normal temperature - related shrinkage and expansion of the soil cement typically results in fine cracking of the soil cement. This fine cracking typically reflects through the asphalt surface course. Although not necessarily a structural failure, this may not be aesthetically pleasing. Further, is proper drainage is not maintained, the fine cracking can develop into larger cracking and potholes, constituting structural damage to the pavement: • Limerock base courses should be mined from a Florida Department of Transportation (FDOT) approved source and should have a minimum LBR value of 100 and be compacted to a minimum of 98 percent of the maximum dry density as determined by the Modified Proctor test. Limerock should be placed in equivalent thickness lifts not to exceed 6 inches loose thickness. Washed, crushed concrete should conform to the same requirements at limerock base. • For light duty sections, surface courses should have a minimum stability of 1,000 pounds while for heavy duty sections, surface courses should have a minimum stability of 1,500 pounds. Asphalt should be compacted to a minimum of 95 percent of the design density. Asphalt surface courses should be Type S -3 or other suitable mix design. F • To verify thicknesses, after placement and compaction of the pavement courses, core the wearing surface to evaluate material thickness and composition at a minimum frequency of 3,000 square feet or two locations per day's production. • All curbing should be full depth. Use of extruded curb sections which lie on top of asphalt surface courses can allow migration of water between the surface and base courses, leading to rippling and pavement deterioration. • All surface water should be directed away from the edges of the pavement. Detailed vehicle loading information was not available at the time this report was prepared. However we have assumed that flexible pavement traffic will consist of only cars in light duty areas and cars, light delivery trucks and garbage trucks in heavy duty areas. The following table presents our pavement thickness recommendations for light duty (Cars only - 30,000 E18SALs) and heavy duty (50,000 E18SALs) sections. 10 Pine Berry Senior Apartments Clearwater, Pinellas County, Florida Terracon Project No.: 37095029 August 17, 2009 TABLE 3 FLEXIBLE PAVEMENT THICKNESSES TERRACON We note that Type S mixes (Section 331) are addressed in the 2000 edition (and earlier editions) of the FDOT Standards and Specifications for Road and Bridge Construction. Type S mixes are still used in many non -FDOT projects. Current FDOT asphalt surface courses are typically Superpave mixes. Flexible pavement design shall also conform to all other local jurisdictions including the Pinellas County Land Development Code (adopted May 19, 2009, or latest edition). For areas subject to concentrated and repetitive loading conditions such as dumpster pads, ingress /egress aprons, we recommend using a reinforced concrete pad at least 7 inches thick. Prior to concrete placement, the subgrade should be compacted to a minimum of 98 percent of the maximum dry density as determined by the Modified Proctor test. The concrete pad should have a minimum compressive strength of 4,000 psi after 28 days of laboratory curing per ASTM C -31. All concrete pavements should have proper reinforcement, jointing, and sawcutting per American Concrete Institute (ACI) standards. Any deviations from these recommendations should be in accordance with Section 350 of the FDOT Standard Specifications for Road and Bridge Construction. Earthwork Site preparation should begin by razing the existing building, removing utility laterals serving the existing building, removing existing pavement from proposed new construction areas, removing trees including stumps, and any removing other deleterious material from the 11 Standard -Duty Heavy -Duty Material FDOT Specification ( <30,000 E18SAL) ( <50,000 E18SAL) Stabilized 12 inches 12 inches Section 160 Subgrade Limerock: Section 200 Base 6 inches 8 inches Soil Cement Section 270 Asphalt Surface 1 % inches 2'/2 inches Sections 330, 331 Course We note that Type S mixes (Section 331) are addressed in the 2000 edition (and earlier editions) of the FDOT Standards and Specifications for Road and Bridge Construction. Type S mixes are still used in many non -FDOT projects. Current FDOT asphalt surface courses are typically Superpave mixes. Flexible pavement design shall also conform to all other local jurisdictions including the Pinellas County Land Development Code (adopted May 19, 2009, or latest edition). For areas subject to concentrated and repetitive loading conditions such as dumpster pads, ingress /egress aprons, we recommend using a reinforced concrete pad at least 7 inches thick. Prior to concrete placement, the subgrade should be compacted to a minimum of 98 percent of the maximum dry density as determined by the Modified Proctor test. The concrete pad should have a minimum compressive strength of 4,000 psi after 28 days of laboratory curing per ASTM C -31. All concrete pavements should have proper reinforcement, jointing, and sawcutting per American Concrete Institute (ACI) standards. Any deviations from these recommendations should be in accordance with Section 350 of the FDOT Standard Specifications for Road and Bridge Construction. Earthwork Site preparation should begin by razing the existing building, removing utility laterals serving the existing building, removing existing pavement from proposed new construction areas, removing trees including stumps, and any removing other deleterious material from the 11 Pine Berry Senior Apartments Clearwater, Pinellas County, (Florida Terracon Project No.: 3709 5028 August 17, 2009 TERRACON proposed construction area. Stripping depths will vary by location, but based upon our borings we anticipate a typical stripping depth of approximately 1 foot throughout the site, though deeper root zones may be encountered at the locations of the existing trees and building foundations. We recommend actual stripping depths be evaluated by a representative of Terracon during construction. Once stripping is complete, the exposed subgrade should be observed, tested and proofrolled with overlapping passes (at least ten) of a medium or heavy weight vibratory roller (minimum 10,000 pounds static weight) operating in full vibratory mode, except in the vicinity of the shared wall with the building adjacent to the south where proofrolling should be performed in the static mode. Prior, to proofrolling; the subgrade- soils should be moisture conditioned to within ±2 percent of the optimum moisture content. Proofrolling aids in providing a firm base for compaction of new fill and delineating soft or disturbed areas that may exist at or near the exposed subgrade level as well overall densification of the very loose to loose sands that were encountered. Proofrolling should be performed in the presence of a Terracon representative in order to aid in evaluating unstable subgrade areas. Unstable areas observed at this time should be improved as recommended by the engineer based on field conditions and typically includes scarification and recompaction or by undercutting and replacement with suitable compacted fill. All fill materials should consist of approved materials, free of organic matter (less than 2 percent) and debris. The fill should be non - plastic, with a fines content of less than 5 percent, 'and a maximum particle size of no greater than '/4 of the lift thickness (i.e. 3 -inch particle size for a 12 -inch fill lift, 2 -inch particle size for an 8 -inch fill lift). Most of the sand encountered in the borings appears to meet these criteria. All fill materials except as otherwise noted should be placed in loose lifts not exceeding 12 inches in thickness and thoroughly compacted to a minimum of 95 percent of the maximum dry density of the material as determined by the Modified Proctor Test (ASTM D -1557 or AASHTO T -180). Fill placed within the upper foot of pavement subgrade should be compacted to a minimum of 98 percent of the maximum dry density. The moisture content of the fill at the time of compaction should be at ±2 percent of the optimum moisture content. Terracon personnel should observe and test fill placement and compaction. Care should be taken to minimize footing subgrade disturbance and maintain the subgrade moisture content prior to construction of foundations. On -site subgrade soils are susceptible to disturbance from construction activity. Weather conditions such as rain or extended periods of dry weather can also contribute to subgrade disturbance. If the subgrade should become saturated, desiccated, or disturbed, the affected material should be removed or 12 Pine Berry Senior Apartments Clearwater, Pinellas County, Florida Terracon Project No.: 37095029 August 17, 2009 TERRACON replaced, or these materials should be scarified, moisture conditioned as necessary, and recompacted prior to construction of foundations or grade- supported slabs. If time elapses between subgrade preparation and further construction, subgrades should be reworked and retested prior to placement of structures. Adequate drainage should be provided at the site in order to minimize saturation of the foundation and subgrade soils. Excessive moisture can significantly reduce the soil's bearing capacity and contribute to foundation settlement, pavement distress, and soft subgrades. We recommend that roof drainage should be collected by a system of gutters and downspouts and transmitted by pipe to the storm water drainage system or discharged a minimum. of 5- feet away from the structure. As- an alternative, splash blocks may be used.as long as the ground surface is paved and slopes away from the structure. GENERAL COMMENTS Terracon should be retained to review the final design plans and specifications so comments can be made regarding interpretation and implementation of our geotechnical recommendations in the design and specifications. Terracon also should be retained to provide observation and testing services during grading, excavation, foundation construction and other earth- related construction phases of the project. The analysis and recommendations presented in this report are based upon the data obtained from the borings performed at the indicated locations and from other information discussed in this report. This report does not reflect variations that may occur between borings, across the site, or due to the modifying effects of construction or weather. The nature and extent of such variations may not become evident until during or after construction. If variations appear, we should be immediately notified so that further, evaluation and supplemental recommendations can be provided. The scope of services for this project does not include either specifically or by implication any environmental or biological (e.g., mold, fungi, bacteria) assessment of the site or identification or prevention of pollutants, hazardous materials or conditions. If the owner is concerned about the potential for such contamination or pollution, other studies should be undertaken. This report has been prepared for the exclusive use of our client for specific application to the project discussed and has been prepared in accordance with generally accepted geotechnical engineering practices. No warranties, either express or implied, are intended or made. Site safety, excavation support, and dewatering requirements are the responsibility 13 Pine Berry Senior Apartments Clearwater, Pinellas County, Florida Terracon Project No,: 37095029 August 17, 2009 TERRACON of others. In the event that changes in the nature, design, or location of the project as outlined in this report are planned, the conclusions and recommendations contained in this report shall not be considered valid unless Terracon reviews the changes and either verifies or modifies the conclusions of this report in writing. 14 UNITED STATES — DEPARTMENT OF THE INTERIOR — GEOLOGICAL SURVEY 6 • FxG2D�ne1 � J R � •F r �' ! `� �lrcra: ChllB C ►tilt : ._r s _. • f bwid Id � ST '�{? �{ '[�% .f�rrt�.`�'� • + (_ a SJN•� I. .(-.`� 5 ,,;, iE:Y'L.�•�rD x ,t - Z T k 171::1 Tr .f•?� 1 Gf:? t - , =,tF .Y t i. 1 � -- •Sp',yG(ryl. 4 1 — r ; r6•�' r Uzi _ , �.£CFt' { _- .s - aAtA+ft4r.' , ..O -r Sf C_ Eas+� / ..+... a� .t -fit _•- , u 7—• ''.zx• t -fit C , , 'M - Caurif 146,I'll _'i .e.�sr; i 1'! l 7 N �'i a. SUBJECT SITE ,p � �-- -�:r :77 1 J �Ike11+mi I r .i a 'I.nite �, �... + `., ,.:1 pf 'ti•-� - C. - � ,... ' a c --7e ss# .4 taet£ ,r� tj W l l 1 aD - e. 1 S Par ry .. I j �• p� ip _ a, - �. #1 i I ,5-�3 1 r -� �j k £MtiY -� '" ✓... _ �. 1 _ - 1 rr-} td f � -,. I � e�~. -- �1GfL1� S.a:`� �_S`Z �. 1�. L•i ��� ..s !1 4Tl f r ulERr? I, 1 e 1 1 • ", I-Sr��''".'! wc_•., -7 -3`f.+ � k .sr« ,�- _ �,' „r *' . SCALE 1:24 000 1 .5 0 KILOMETERS 1 2 1000 0 METERS 1000 2000 1 .5 0 1 MILES 1000 0 1000 2000 3000 4000 5000 6000 7000 8000 9000 10 000 FEET N CONTOUR INTERVAL 5 FEET NATIONAL GEODETIC VERTICAL DATUM OF 1929 TOPO LINES REPRESENT 10 —FOOT CONTOURS QUADRANGLE CLEARWATER, FL 1974 PR1987 7.5 MINUTE SERIES (TOPOGRAPHIC) °r*'i°`w. "eclNo. TOPOGRAPHIC VICINITY MAP FIG. No. BSO 37095028 GEOTECHNICAL ENGINEERING REPORT ft- W W. s DWD AS SHOWN Chodmd Br. FlIeNo. OO1St� PINE BERRY SENIORS BSO/MRF ceo37aBSOZe -1 1225 S. HIGHLAND AVENUE Approved By. BSO Date. AUGUST 2009 503 W. Central Boulevard Orlando. Florida 32801 CLEARWATER, PINELLAS COUNTY, FL 401 8411311 407 843.7317 LEGEND W h x c� a Lu W Q W y BARRYSTREET LJ I � B-5 B-1 i - - - - -- I I i I I I I I � I-- l� i B -2 J I PROPOSED BUILDING ' I # _ f I ' 8.4 - � 1 B -3 EXISTING BUILDING LUJ N i ig.g i l r i - i � 0 100 Approximate Scale (Feet) SUBJECT SITE APPROXIMATE BORING Pmjecl Wgr. LOCATION Dm-By: sso Pmjecl No. 37095028 scare. I Farm= BORING LOCATION DIAGRAM FIG. No. DWD AS SHOWN GEOTECHNICAL ENGINEERING REPORT Checked By. File No. CO dng Engineers end 9dentlete PINE BERRY SENIORS AW-ad BY BSOIMRF GE03709W2 &2 Dare: 1225 S. HIGHLAND AVENUE 2 MY, AND IS NOT INTENDED D FOR CONSTRUCTION PURPOSES BSO AUGUST 2009 4 (40 7 503 W. CeR843 -13U1al Boulevard OAando. Florida 32801 1 407 843.1317 CLEARWATER, PINELLAS COUNTY, FL it SUBJECT SITE WWI N SOIL SURVEY MAP LEGEND F SUBJECT SITE 17 Myakka soils and Urban land 30 Urban land 0 120 Approximate Scale (Feet) SITE BOUNDARIES ARE APPROXIMATE FIG. No. P'. 850 �enNO. 37095028 SOIL SURVEY MAP D.-B% /�� rraco� GEOTECHNICAL ENGINEERING REPORT Dw0 AS SHOWN � cna�w av rim NO. cooedage &a�.oas�comw PINE BERRY SENIORS BSOIMRF fpymretl ar GE0370950283 oam: 1225S. HIGHLAND AVENUE �j J so3w cemai eoweeam Otlzntlo. FlonGa 34801 CLEARWATER, PINELLAS COUNTY, FL BSO AUGUST2009 IdW 9Aii311 d011 &Y1311 LOG OF BORING NO. B -1 Page 1 of 1 CLIENT BENEFICIAL COMMUNITIES SITE 1225 S. HIGHLAND AVENUE PROJECT CLEARWATER, PINELLAS COUNTY, FLORIDA PINE BERRY SENIORS SAMPLES TESTS UDESCRIPTION } w m z� z wH z —Z ¢F a Q H d cn U D w o p O 1—o �z QO cnlw— wz ?O C9z Of Approx. Surface Elev.: 30 ft o D z W u°'i m3: L) u- L) 00 POSSIBLE FILL- SAND WITH SILT SP 1 SS 8 fine, mixed gray and brown, loose to SM medium dense -dark reddish brown SP 2 SS 13 SM 4 26 SAND WITH SILT SP 3 SS 13 fine, dark reddish brown, medium dense 5 SM 6 24 SILTY SAND SM 4 SS 12 118 dark brown, medium dense 22 SAND WITH SILT SP 5 SS 16 fine, dark reddish brown, medium dense SM 10 SP 6 SS 16 :... SM 15 16 14 SANDY LEAN CLAY light gray, hard V20 CL 7 SS 39 10 20 BORING TERMINATED AT 20 FEET The stratification lines represent the approximate boundary lines ' "Rope and Cathead Safety Hammer between soil and rock types: in -situ, the transition may be gradual. WATER LEVEL OBSERVATIONS, ft Ire rracon BORING STARTED 6 -25 -09 WL 5 ESH 1 5 WD BORING COMPLETED 6 -25 -09 WIL v RIG ATV FOREMAN GARY W L LOGGED BSO JOB # 37095028 LOG OF BORING NO. B -2 Page 1 of 1 CLIENT BENEFICIAL COMMUNITIES SITE 1225 S. HIGHLAND AVENUE PROJECT CLEARWATER, PINELLAS COUNTY, FLORIDA PINE BERRY SENIORS SAMPLES TESTS 0 DESCRIPTION p Co W F H OF U w > Z� of W W Z W a H (f) ca W p w E- ¢O U) Q t— OfO Approx. Surface Elev.: 31 ft o D z of vai m3� L) ZO LL U o 3 POSSIBLE FILL- SAND SP 1 SS 5 fine, light gray, loose SP 2 SS .8 4 27 SAND SP 3 SS 16 fine, reddish brown, medium dense 1 5 6 25 SAND WITH SILT SP 4 SS 16 fine, dark reddish brown, medium dense SM SP 5 SS 15 SM 10 13.5 17.5 SAND SP 6 SS 13 fine, dark reddish brown, medium dense F 15 =. 16.5 14.5 SANDY LEAN CLAY light brown, very stiff 120 CL 7 SS 21 11 20 BORING TERMINATED AT 20 FEET The stratification lines represent the approximate boundary lines "'Rope and Cathead Safety Hammer between soil and rock types: in -situ, the transition may be gradual. WATER LEVEL OBSERVATIONS, ft Irerracon BORING STARTED 6 -25 -09 WL � i 5 WD BORING COMPLETED 6 -25 -09 WL RIG ATV FOREMAN GARY WL LOGGED BSO JOB # 37095028 LOG OF BORING NO. B -3 Page 1 of 1 CLIENT BENEFICIAL COMMUNITIES SITE 1225 S. HIGHLAND AVENUE PROJECT CLEARWATER, PINELLAS COUNTY, FLORIDA PINE BERRY SENIORS SAMPLES TESTS U DESCRIPTION J C > U 2 = > af m W " z� Z WtW- z U Z ¢H a H w U) > W r p w ~a� rz QO rnF_ Wz zo C9 wo c� Approx. Surface Elev.: 35.5 ft 0 U) Z) z �- W cn m U u- U 00 POSSIBLE FILL- SAND SP 1 SS 9 fine, brownish gray, loose 2 33.5 SAND WITH SILT SP 2 SS 10 fine, brown, medium dense SM :•-4 3.1.5 ._ SILTY SAND _ SM 3 SS 14 brown, medium dense 5 1 -dark reddish brown SM 4 SS 17 SM 5 SS 14 10 13.5 22 SAND WITH SILT SP 6 SS 19 fine; brown, trace of cementation, medium SM deNse 15 118.5 17 SANDY LEAN CLAY CL 7 SS 25. 1120 light brown, very stiff 15.5 20 BORING TERMINATED AT 20 FEET The stratification lines represent the approximate boundary lines ` "Rope and Cathead Safety Hammer between soil and rock types: in -situ, the transition may be gradual. WATER LEVEL OBSERVATIONS, ft Irerracon BORING STARTED 6 -25 -09 WIL 5.5 WD ROBING COMP [FOREMAN 6GARY ATV WL LOGGED BSO I JOB # 37095028 LOG OF BORING NO. B-4 Page 1 of 1 CLIENT BENEFICIAL COMMUNITIES SITE 1225 S. HIGHLAND AVENUE PROJECT CLEARWATER, PINELLAS COUNTY, FLORIDA PINE BERRY SENIORS SAMPLES TESTS DESCRIPTION co of o M � m z� wH Q� H w p f—z o QLL W� wz go z wo Approx. Surface Elev.: 30.5 ft o D z W m u°"i v 00 POSSIBLE FILL- SAND SP 1 SS 8 fine, light gray, loose 2 28.5 SAND WITH SILT SP 2 SS 9 fine, dark brown, loose to medium dense SM SP 3 SS 11 5— SM 6 24.5 BORING TERMINATED AT 6 FEET The stratification lines represent the approximate boundary lines "Rope and Cathead Safety Hammer between soil and rock types: in -situ, the transition may be gradual. WATER LEVEL OBSERVATIONS, ft 1 rerracon BORING STARTED 6 -25 -09 5.5 ESH � 5.5 WO ORING COMPLETED 6-25-09 6GARY WL� RIG WL LOGGED BSO JOB # 37095028 LOG OF BORING NO. B -5 Page 1 of 1 CLIENT BENEFICIAL COMMUNITIES SITE 1225 S. HIGHLAND AVENUE PROJECT CLEARWATER, PINELLAS COUNTY, FLORIDA PINE BERRY SENIORS SAMPLES TESTS c7 DESCRIPTION O c o F- F- 0 m z� wIf QH a i=- CL co L) w o �z U) wz (Dz Approx. Surface Elev.: 28.5 ft o can Z) z X m a0 0 go Li- 0 a0 0 0 FILL- SAND SP 1 SS 7 fine, gray, trace limerock fragments, loose 2 26.5 SAND WITH SILT SP 2 SS 9 fine, dark brown, loose SM Q 1< SP 3 SS 9 - reddish brown 5— SM .: 6 22.5 BORING TERMINATED AT 6 FEET t' The stratification lines represent the approximate boundary lines * *Rope and Cathead Safety Hammer between soil and rock types: in -situ, the transition may be gradual. WATER LEVEL OBSERVATIONS, ft Irerracon BORING STARTED 6 -25 -09 WL � 3.5 ESH t 4 WD BORING COMPLETED 6 -25 -09 WL RIG ATV FOREMAN GARY WL LOGGED BSO JOB # 37095028 LOG OF BORING NO. B-6 Page 1 of 1 CLIENT BENEFICIAL COMMUNITIES SITE 1225 S. HIGHLAND AVENUE PROJECT CLEARWATER, PINELLAS COUNTY, FLORIDA PINE BERRY SENIORS SAMPLES TESTS Ur DESCRIPTION J Co C W X m z� wF_ ¢H F U) w p �z cn� wz 0z wo ix 0 Approx. Surface Elev.: 30.5 ft w o cn D Z z W (qm 3700 LLOU FILL- SAND SP 1 SS 9 fine, gray, trace limerock fragments, loose -light gray 2 28.5 SAND WITH SILT SP 2 SS 7 fine, reddish brown, loose SM ' 4 26.5 SAND SP 3 SS 7 fine, dark brown, loose 5 '• 6 24.5 BORING TERMINATED AT 6 FEET The stratification lines represent the approximate boundary lines "Rope and Cathead Safety Hammer between soil and rock types: in -situ, the transition may be gradual. WATER LEVEL OBSERVATIONS, ft Irerracon BORING STARTED 6 -25 -09 WL 7 5.5 ESH 1 5.5 WD CCOMPLETED 6GARY WL BORING FOREMAN WL LOGGED BSO JOB # 37095028 LOG OF BORING NO. B -7 Page 1 of 1 CLIENT BENEFICIAL COMMUNITIES SITE 1225 S. HIGHLAND AVENUE PROJECT CLEARWATER, PINELLAS COUNTY, FLORIDA PINE BERRY SENIORS SAMPLES TESTS O o DESCRIPTION J �, F F CL H p m w z� wlw— co H QH Q a- o O co z o- U (X E—O m �—z QO wz 90 0z of Approx. Surface Elev.: 30 ft vai o POSSIBLE FILL- SAND WITH SILT SP 1 SS 9 fine, dark brown, loose SM -dark reddish brown 2 28 SAND WITH SILT SP 2 SS 10 fine, dark reddish brown, medium dense SM X ` SP 3 SS 11 SM 5 .:6 24 BORING TERMINATED AT 6 FEET The stratification lines represent the approximate boundary lines "Rope and Cathead Safety Hammer between soil and rock types: in -situ, the transition may be gradual. WATER LEVEL OBSERVATIONS, ft Irerraconi BORING STARTED 6 -25 -09 WL Q 1 3.5 WD BORING COMPLETED 6 -25 -09 WL 3 RIG . . ATV FOREMAN GARY WL LOGGED BSO JOB # 37095028 LOG OF BORING NO. B-8 Page 1 of 1 CLIENT BENEFICIAL COMMUNITIES SITE 1225 S. HIGHLAND AVENUE PROJECT CLEARWATER, PINELLAS COUNTY, FLORIDA PINE BERRY SENIORS SAMPLES TESTS DESCRIPTION Co c � . 4= F X 3 m z� w� ¢F w p Hz QO rnH wz z0 0z wO Approx. Surface Elev.: 40 ft o D z ~ (n m �: 0 LL U O L) FILL- SAND WITH SILT SP 1 SS 5 fine, dark brown, trace organics, loose SM 2 38 POSSIBLE FILL- SAND SP 2 SS 11 fine, grayish brown, medium dense 4 36 POSSIBLE FILL- SILTY SAND SM 3 SS 14 dark brown, medium dense 5 g 34 POSSIBLE FILL- SAND WITH SILT SP 4 SS 12 fine, mixed brown, medium dense SM g 32 SAND 1 SP 5 SS 9 fine, light brownish gray, loose 10 26.5 SILTY SAND SM 6 SS 16 brown, medium dense 15 25 15 BORING TERMINATED AT 15 FEET The stratification lines represent the approximate boundary lines * *Rope and Cathead Safety Hammer between soil and rock types: in -situ, the transition may be gradual. WATER LEVEL OBSERVATIONS, ft Irerraconi BORING STARTED 6 -25 -09 WL Q 1 8,5 WD BORING COMPLETED 6 -25 -09 WL RIG ATV FOREMAN GARY WL LOGGED BSO JOB # 37095028 GENERAL NOTES DRILLING & SAMPLING SYMBOLS: SS: Split Spoon - 1- 3 /8" I.D., 2" O.D., unless otherwise noted HS: Hollow Stem Auger ST: Thin - Walled Tube - 2" O.D., unless otherwise noted PA: Power Auger RS: Ring Sampler - 2.42" I.D., 3" O.D., unless otherwise noted HA: Hand Auger DB: Diamond Bit Coring - 4 ", N, B RB: Rock Bit BS: Bulk Sample or Auger Sample WB: Wash Boring or Mud Rotary The number of blows required to advance a standard 2 -inch O.D. split -spoon sampler (SS) the last 12 inches of the total 18 -inch penetration with a 140 -pound hammer falling 30 inches is considered the "Standard Penetration" or "N- value ". WATER LEVEL MEASUREMENT SYMBOLS: WL: Water Level WS: While Sampling N /E: Not Encountered WCI: Wet Cave in WD: While Drilling ESH Estimated Seasonal High Groundwater DCI: Dry Cave in BCR: Before Casing Removal ESL Estimated Seasonal Low Groundwater AB: After Boring ACR: After Casing Removal Water levels indicated on the boring logs are the levels measured in the borings at the times indicated. Groundwater levels at other times and other locations across the site could •vary. - Irvpervious soils, the indicated levels may reflect the location of groundwater. In - low permeability soils, the accurate determination of groundwater levels may not be possible with only short-term observations. DESCRIPTIVE SOIL CLASSIFICATION: Soil classification is based on the Unified Classification System. Coarse Grained Soils have more than 50% of their dry weight retained on a #200 sieve; their principal descriptors are: boulders, cobbles, gravel or sand. Fine Grained Soils have less than 50% of their dry weight retained on a #200 sieve; they are principally described as clays if they are plastic, and silts if they are slightly plastic or non - plastic. Major constituents may be added as modifiers and minor constituents may be added according to the relative proportions based on grain size. In addition to gradation, coarse - grained soils are defined on the basis of their in -place relative density and fine- grained soils on the basis of their consistency. CONSISTENCY OF FINE - GRAINED SOILS RELATIVE DENSITY OF COARSE - GRAINED SOILS RELATIVE PROPORTIONS OF SAND AND GRAVEL Descriptive Term(s) of other Percent of constituents Dry Weight GRAIN SIZE TERMINOLOGY Major Component of Sample Particle Size Trace Standard Boulders Over 12 in. (300mm) With 15-29 Unconfined Penetration or > 30 Standard Penetration Compressive N -value (SS) RELATIVE PROPORTIONS OF FINES or N -value (SS) Descriptive Term(s) of other Strength, Qu, psf Blows /Ft. Consistency Blows /Ft. Relative Density < 500 0 - 1 Very Soft 0-3 Very Loose 500 — 1,000 2 - 4 Soft 4-9 Loose 1,000 — 2,000 4-8 Medium Stiff 10-29 Medium Dense 2,000 — 4,000 8-15 Stiff 30-49 Dense 4,000 — 8,000 15-30 Very Stiff > 50 Very Dense 8,000+ > 30 Hard RELATIVE PROPORTIONS OF SAND AND GRAVEL Descriptive Term(s) of other Percent of constituents Dry Weight GRAIN SIZE TERMINOLOGY Major Component of Sample Particle Size Trace < 15 Boulders Over 12 in. (300mm) With 15-29 Cobbles 12 in. to 3 in. (300mm to 75 mm) Modifier > 30 Gravel 3 in. to #4 sieve (75mm to 4.75 mm) Sand #4 to #200 sieve (4.75mm to 0.075mm) RELATIVE PROPORTIONS OF FINES Silt or Clay Passing #200 Sieve (0.075mm) Descriptive Term(s) of other Percent of PLASTICITY DESCRIPTION constituents Dry Weight Term Plasticity Index Trace < 5 Non- plastic 0 With 5-12 Low 1 -10 Modifiers > 12 Medium 11 -30 High > 30 lrerracon UNIFIED SOIL CLASSIFICATION SYSTEM Criteria for Assigning Group Symbols and Group Names Using Laboratory Tests" Soil Classification Group Symbol Group Name' Coarse Grained Soils Gravels Clean Gravels Cu >- 4 and 1 < Cc 15 3E GW Well- graded gravelF More than 50% retained More than 50% of coarse Less than 5% fines` Cu < 4 and /or 1 > Cc > 3E GP Poorly graded gravel' fraction retained on on No. 200 sieve No. 4 sieve Gravels with Fines Fines classify as ML or MH GM Silty gravel'••" More than 12% fines` Fines classify as CL or CH GC Clayey gravelF•I" Sands Clean Sands Cu >_ 6 and 1 < Cc :5 3E SW Well- graded sand' 50% or more of coarse Less than 5% fines' Cu < 6 and /or 1 > Cc > 3E SP Poorly graded sand' fraction passes No. 4 sieve Sands with Fines Fines classify as ML or MH SM Silty sand',"' More than 12% fines° Fines Classify as CL or CH SC Clayey sand"' Fine - Grained Soils Silts and Clays inorganic PI > 7 and plots on or above "A" line' CL Lean clayKL•M 50% or more passes the Liquid limit less than 50 PI < 4 or plots below "A" line' ML Silt"',M No. 200 sieve organic Liquid limit - oven dried Organic clay" - " < 0.75 OL Liquid limit - not dried Organic siltKL•M.O Silts and Clays inorganic PI plots on or above "A" line CH Fat clayKL•M Liquid limit 50 or more PI lots below "A" line MH K.L,M Elastic Silt organic Liquid limit -oven dried Organic clay"-' -' < 0.75 OH Liquid limit - not dried Organic siltKL•M,o Highly organic soils Primarily organic matter, dark in color, and organic odor PT Peat "Based on the material passing the 3 -in. (75 -mm) sieve BIf field sample contained cobbles or boulders, or both, add "with cobbles or boulders, or both" to group name. °Gravels with 5 to 12% fines require dual symbols: GW -GM well - graded gravel with silt, GW -GC well - graded gravel with clay, GP -GM poorly graded gravel with silt, GP -GC poorly graded gravel with clay. °Sands with 5 to 12% fines require dual symbols: SW -SM well - graded sand with silt, SW -SC well - graded sand with clay, SP -SM poorly graded sand with silt, SP -SC poorly graded sand with clay z ECU = Dso /D10 Cc= ( D ao) D10 x Dso F If soil contains >_ 15% sand, add "with sand" to group name. GIf fines classify as CL -ML, use dual symbol GC- GM,'or SC -SM. 60 , For classification of fine- grained soils and fine- grained fraction 50 of coarse - grained soils Equation of "A" -'line Horizontal at PI =4 to LL =/5.5 W 40 'i then Pi =0.73 (LL -20) Equation of "U" - fine Vertical at LL =16 to PI =7 F 30 :i then PI =0.9 (LL -8) U Off' F- (0 20 "If fines are organic, add "with organic fines" to group name. 1 If soil contains ? 15% gravel, add "with gravel" to group name. J If Atterberg limits plot in shaded area, soil is a CL -ML, silty clay. KIf soil contains 15 to 29% plus No. 200, add "with sand" or "with gravel," whichever is predominant. L If soil contains ? 30% plus No. 200 predominantly sand, add "sandy" to group name. M If soil contains >_ 30% plus No. 200, predominantly gravel, add "gravelly" to group name. "PI >_ 4 and plots on or above "A" line. PI < 4 or plots below "A" line. PPI plots on or above "A" line. o PI plots below "A" line. &AG e ,{ a _ 0lllt0�. - 4 MH or OH 10; ,, 7 L- ML 4!- l ML orOL " 0 -- .. __.... 0 10 16 20 30 40 50 60 'LIQUID LIMIT (LL) Form 111/98 70 80 90 100 110 Irerracon 1, Q, r cad PL e Sc y T � bra 'e. 1' k ' ! r � �1 � ry f° ILLII�'��l�_liL� Owner: O &P Investments of Tampa, Inc; Case: FLD2009 -09033 RLI Beneficial Acquisitions, LLC Site: 1225 S. Highland Avenue Property Size: 3.22 Acres 1541 Barry Rd PIN: 23- 29 -15- 29034 - 000 -0060 Atlas Page: 307A 23 -29 -15 -00000 - 210 -0310 1225 S. Highland Avenue FLD2009 -09033 Lookingwestdown Barn Sticct- 1225 S. Highland Avenue FLD2009 -09033 4�t• ' 10 seq fyr J. • *t r 1 t r.l Sk • ! i �+4 I � E IM.. - - .. rAT 11 . r %4C1�1" 1 V kill Owner: O &P Investments of Tampa, Inc; Case: FLD2009 -09033 RLI Beneficial Acquisitions, LLC Site: 1225 S. Highland Avenue Property Size: 3.22 Acres 1541 Barry Rd PIN: 23- 29 -15- 29034 - 000-0060 Atlas Page: 307A 23 -29 -15 -00000- 210-0310 �. 9Q West side of subject building. Subject Property. 1225 S. Highland Avenue FLD2009 -09033 Looking west down Bury Street. 1225 S. Highland Avenue FLD2009 -09033 r AERUL Mar ,p, . Y TYI l t ix a•�4i i n. i � i; ��* ii �..� 6 �''���° ii Y .� � a�"f►,�1 3,• 1 �P�e I I SP IAV AW Cat � -f � �� • �IShd <t�.� ti' '.L LL•1i1'1 S r} r 1y i7 �• l: i. 11'11'! L P: y� ���lF b A'- ft sG `\'^�'f f 1 �•rse�" !1' -�§ �j (�, y y s± ^ R 1 LI +1+'Ti, %,'.• S �.y �'a4s_ r tyy i -c� JA VCYiPjY. s ,. I �• ��iu ac uu. � d..2'.. •l�'r S i u 1 rvm {Sr 1.} _ ! . , � . ^� 4 � � :. Hw , A � r ,._ Y':,: 'b USGS QUAD MAP -. :cepU6na F ®dia I � Sd r... � . _. F ? L_ IENEt.41 +D CL A�WArl'FR �_— Crest Lake Palk I(-- .a pl•' f e Crest ik J NL cell ca &aqj��, t i ]i °i u, o �} vx 1 3r -v RNY - — - _ - fS7 a3ELL VJE'� U 1-6 _ ':6SMJ� _- •`.���r. fir _t J .. to 12 ]r 5T tr 37 -56' W SCS SOILS MAP Hyrkdoglc Shc Grcapjinellas Canty, FlalU (M. Berry - Shcs Groap Map) IWP$MO. 14,47011 PAMad m A Sad (6,9 a ll') 6 OSS 1^ N w m^ A 0 m 60 " 30-0- tm m m o w 1ao no L5Dl% km— NaWmi Resources Web Soil Survey 6%72009 Canserveticn Service Nmiooel Cooperegve Soll Survey Page t of 4 ]r sr iT ]7. so, ST 13 FAVWA = Mimi 7<WAmIIWKWAELM1WJ V L— I V I L— 1\ 1 1 L—/ & TRIM VL— IVIL -1\ 111 IVVV VIV11 \V (HARDY BOARD) & TRIM ASPHALT SHINGLES .ef a 2009 00 V 1111 •1.011 \V VV/ \1 VI VI—I VI L—I I 1 1 L—/ \V 1 I-1 It {V 1 VvV V, VL— IVIL —II I 1 1 IV4/W vIV111v - / 1V1 1 If Ill- 1 aJl 11111%.J6.L —W METAL ROOF & TRIM (HARDY BOARD) & TRIM ff NORTH & SOUTH ELEVATIONS 10 0 5 10 20 (IN FEET) " ®10' Pine Berry Senior. Clearwater, 08.28.09 a; _ ( .d E S`...' fit• Shp - s a' 3 aye :: ,t.t q., J. r. ;. s:, .� r....a .gy a� ,. .. < %.. �:'� J 'c .: ss * t3110-ei'Jsa! ` Fe>tl+ di c3t1'.3 91'v� d ''s fi!?'i;f C$t'S ..�...,e.- Yr.f'it�"4..,�ei i't._� +,t.d�_...,�.k area�#.�«7R�.....�oK..,. ..i ak.e"Ja�,a 3P'. t9£�9 /fDp)liSt.f L.. �'393.lJt4,T ii . «zi. ..� 13 ., ✓ ,fi: ...r.' v a' v',i +'.,, yr,;�o ;.c,1• �v r ffy r ;.¢ias A.t ," 3' °^ P d! dJtiB# r? .S+;I�e„�1,4,..:.a ,i- rtt¢Yl.,, eIS .!�„ „aJr1.�,.9dYaJ9 "J� iJ'�`�}Y...,sr.. L�4;r�.SJYYd�.il"t.,:r fl }Ik�'y�i1� 6�.. k1'iL?iS..o�d...W � /Y,,,Y,.v?r3 K...4f1:eflrl`C C� � +',�;�3fi6.nY PLANNING I ARCHITECTURE I INTERIOR DESIGN 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com s.- .r G{;J. x td a Jsa,'::P'tei 3 'a L T1k Y S3fe7hibitgd Idly Iale'. ASPHALT SHINGLES EAST ELEVATION ASPHALT SHINGLES CEMENT PLASTER (STUCCO) & TRIM CEMENTITIOUS SIDING (HARDY BOARD) & TRIM 7 '1 WEST ELEVATION EAST &WEST ELEVATIONS imEull STANDING SEAM METAL ROOF L1.7 I Z m 17 CEMENT PLASTER (STUCCO) & TRIM CEMENTITIOUS SIDING (HARDY BOARD) & TRIM 1� 1� 00 U- 0 0 11 0. aZ" 71 rug PLANNING I ARCHITECTURE I INTERIOR DESIGN 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 08.28.091 www.forumarchitecture.com F, t'�')RU M AM; H I'll. C TIJ f ze N TE FPO 1UR 01 4V i -c' N. 'f im'ua d U"� ti kf w"n i r� ""; 11 d 'lite i f 0 k) � I leflu are th 9 prop *rty u f F orki n i Arc I � Re'u, 0i fe "". I rde ri c, M�l 9 n� ml 4 ar;�' h�l; o & d a nj y fo r th e ';PQ 4'ifiac pwje� it t r i d im thos t- d rawi rigs . Aoy o4vds4ms' or of the�le doctlol�nts withocli thi.-. we'A4,'i)n A,,jnk'mt of orurn Archifactwe S" Interior 0")aMyn, jr, 'prollibitod by jaw" DRAWN D-, ....... TX \ 2 / : !'. POND r • i r• i iii % j „ ,,,,,,,,,,,,,,,, r:.. :/ ...... ........ ., i /- . .................................. ............................... 10' WIDE BUFFER 'C . r� 1 TREE PER 35 LF 6 LN SIGHT V 100% SHRUBS DECORATIVE TRIANGLE -TYP. „ 3 �- ° ° ° °' ;, FENCE (ALONG VS R/W) / 64 ......................... ....... ...... ............................. _..,.,........, r , / 4 l �r i F — ,, J e l 6 / / VS D / 18 DECORATIVE / FENCE ALONG R/W TO BUILDING SETBACK LINE) wn �. r ltt:i s; 'r , SP 9:r i i , r , r r r . r r r r r r r , , : : MF /. r r r r . /, 3 / r 1 r ' 1 „ / • 1 "52 ' /• / 4 / 1 r r / / r ' r ' r r j : ,r : r i , r 6' HIGH BLACK ! 2, r ;r SP OVERHEAD UTIL. LINES r GG 40 Galphimia glauca Thryalis 3 gal., 20" x 20" / — - Drought Tolerant X ni HP 174 Hamelia patens Fire Bush 3 gal., 20" x 20" Native, Drought Tolerant r r r HS 81 Hibiscus Species Hibiscus 3 gal., 20" x 20" 13 r , r MC i 43 Muhlenbergia capillaris Pink Muhly 3 gal., 20 x 20 Native, Drought Tolerant MF 221 Myrcianthes fragrans Simpson`s Stopper 3 gal., 20" x 20" Native, Drought Tolerant. �— -- ' PA 35 Plumbago uriculata Cape Plumbago 3 gal., 20" x 20" a Drought Tolerant ` 3 gal., 14x14" RA 1 19 Rha hiole is indica `Alba` Dwf. Indian Hawthorn Drought Tolerant ...................., TJ 75 Trachelospermum jasminoides Star Jasmine 1 gal., 14" x 14" r TD 8 Tripsacum dactyloides Dwf. Fakahatchee Grass 3 gal., 20" x 20" Native, Drought Tolerant " °••"° ' VS 317 Viburnum suspensum Sandankwa Viburnum 3 gal., 20" x 20" Drought Tolerant Z GROUND COVERS QTY BOTANICAL COMMON CONT REMARKS AG 1,136 Arachis glabrata `Arblick` Ornamental Peanut 12 "x18 ", 1 gal.@ 20" oc Drought Tolerant DV 267 Dietes vegeta African Iris 12 "x18 ", 1 gal.@ 20" oc Drought Tolerant LC 332 Lantana camara Lantana 18' x 18 ", 1 gal. ® 12" oc Drought Tolerant LG 171 Liriope muscari ` Supergreen Giant` Supergreen Giant Liriope 12 "x18 ", 1 gal.® 18" oc Drought Tolerant LV 80 Liriope muscari `Variegate` Variegated Lily Turf 12"x18 ", 1 gal.® 18" oc Drought Tolerant Roberson LC26GC)0267 Resource Group, LLB Landscape Architecture *Site Planning +Arborist•LEED AP 3152 Little Road, # 125, Trinity, Florida 34655 1 Phone: 727 - 255 -4258 Email: irifo @RRGoniine.net Web: RRGonline.net , Pine Berry Senior Limited Partnership 2206 Jo -An Drive Sarasota FL 34231 PINE BERRY APARTMENTS LANDS CAPE PLAN Mp U y¢ 4 6.. 0 30 60 90 feet SCALE: 1" = 30' �rlgfit�2Q04,RcMr.'ni Y�.yaSx.» ':1'ouD, LLC. _.— 1"t be jeed. Of 1MMtL.." wrt"An A 2 10/15/09 REV. PER CITY OF CLEARWATER DRC COMMENTS FL A0001ERELI,.IANDSCAF . 61REC7' 1 9/9/09 ADDED INFORMATION ON POND ELEVATIONS GDNS1RUC11lON.7? ANS ARE M MUD UNLEW E ) NO. DATE IUMSIONS LANDMAPE ARMTEM +L JOB NO 09016x RRG as —o14 cGC P.U. h PG. LAI stn•. DACE: LA2 AI'P•D 0fi /J1 / a9 UY r ..,�, ................,...,,.., SIGHT/�, . 30 HT. DECORATIVE FENCE WITHIN r r,r,., ..............: . .! ......,...,,. " .............i ,, ..,.....,.,.,,, TRIANGLE -TYP. 3 SIGHTTRIANGLE AREA r OVERHEAD UTIL. LINES r ..................................... .......... .............................. ............................... . .......................... BARRY STREET / D DECORATIVE 10' WIDE BUFFER ' LN _ HP ; ;R- FENCE (ALONG 1 1 TREE PER 35 LF ' _ _ H HS R/ 1 100? SHRUBS 9 9 T TD 14 ML 2 24 5 3 ............................ . ..........." .....,......................... , , ,,,,,,, ,,,:, N . . G.✓ N /ai r / / r r� / 4 : 4 N 4 i •, r / b, f y a / / / � 2 iii % j „ ,,,,,,,,,,,,,,,, r:.. :/ ...... ........ ., i /- . .................................. ............................... 10' WIDE BUFFER 'C . r� 1 TREE PER 35 LF 6 LN SIGHT V 100% SHRUBS DECORATIVE TRIANGLE -TYP. „ 3 �- ° ° ° °' ;, FENCE (ALONG VS R/W) / 64 ......................... ....... ...... ............................. _..,.,........, r , / 4 l �r i F — ,, J e l 6 / / VS D / 18 DECORATIVE / FENCE ALONG R/W TO BUILDING SETBACK LINE) wn �. r ltt:i s; 'r , SP 9:r i i , r , r r r . r r r r r r r , , : : MF /. r r r r . /, 3 / r 1 r ' 1 „ / • 1 "52 ' /• / 4 / 1 r r / / r ' r ' r r j : ,r : r i , r 6' HIGH BLACK ! 2, r ;r SP OVERHEAD UTIL. LINES r GG 40 Galphimia glauca Thryalis 3 gal., 20" x 20" / — - Drought Tolerant X ni HP 174 Hamelia patens Fire Bush 3 gal., 20" x 20" Native, Drought Tolerant r r r HS 81 Hibiscus Species Hibiscus 3 gal., 20" x 20" 13 r , r MC i 43 Muhlenbergia capillaris Pink Muhly 3 gal., 20 x 20 Native, Drought Tolerant MF 221 Myrcianthes fragrans Simpson`s Stopper 3 gal., 20" x 20" Native, Drought Tolerant. �— -- ' PA 35 Plumbago uriculata Cape Plumbago 3 gal., 20" x 20" a Drought Tolerant ` 3 gal., 14x14" RA 1 19 Rha hiole is indica `Alba` Dwf. Indian Hawthorn Drought Tolerant ...................., TJ 75 Trachelospermum jasminoides Star Jasmine 1 gal., 14" x 14" r TD 8 Tripsacum dactyloides Dwf. Fakahatchee Grass 3 gal., 20" x 20" Native, Drought Tolerant " °••"° ' VS 317 Viburnum suspensum Sandankwa Viburnum 3 gal., 20" x 20" Drought Tolerant Z GROUND COVERS QTY BOTANICAL COMMON CONT REMARKS AG 1,136 Arachis glabrata `Arblick` Ornamental Peanut 12 "x18 ", 1 gal.@ 20" oc Drought Tolerant DV 267 Dietes vegeta African Iris 12 "x18 ", 1 gal.@ 20" oc Drought Tolerant LC 332 Lantana camara Lantana 18' x 18 ", 1 gal. ® 12" oc Drought Tolerant LG 171 Liriope muscari ` Supergreen Giant` Supergreen Giant Liriope 12 "x18 ", 1 gal.® 18" oc Drought Tolerant LV 80 Liriope muscari `Variegate` Variegated Lily Turf 12"x18 ", 1 gal.® 18" oc Drought Tolerant Roberson LC26GC)0267 Resource Group, LLB Landscape Architecture *Site Planning +Arborist•LEED AP 3152 Little Road, # 125, Trinity, Florida 34655 1 Phone: 727 - 255 -4258 Email: irifo @RRGoniine.net Web: RRGonline.net , Pine Berry Senior Limited Partnership 2206 Jo -An Drive Sarasota FL 34231 PINE BERRY APARTMENTS LANDS CAPE PLAN Mp U y¢ 4 6.. 0 30 60 90 feet SCALE: 1" = 30' �rlgfit�2Q04,RcMr.'ni Y�.yaSx.» ':1'ouD, LLC. _.— 1"t be jeed. Of 1MMtL.." wrt"An A 2 10/15/09 REV. PER CITY OF CLEARWATER DRC COMMENTS FL A0001ERELI,.IANDSCAF . 61REC7' 1 9/9/09 ADDED INFORMATION ON POND ELEVATIONS GDNS1RUC11lON.7? ANS ARE M MUD UNLEW E ) NO. DATE IUMSIONS LANDMAPE ARMTEM +L JOB NO 09016x RRG as —o14 cGC P.U. h PG. LAI stn•. DACE: LA2 AI'P•D 0fi /J1 / a9 UY r ltt:i s; 'r , SP 9:r i i , r , r r r . r r r r r r r , , : : MF /. r r r r . /, 3 / r 1 r ' 1 „ / • 1 "52 ' /• / 4 / 1 r r / / r ' r ' r r j : ,r : r i , r 6' HIGH BLACK ! 2, r ;r SP OVERHEAD UTIL. LINES r GG 40 Galphimia glauca Thryalis 3 gal., 20" x 20" / — - Drought Tolerant X ni HP 174 Hamelia patens Fire Bush 3 gal., 20" x 20" Native, Drought Tolerant r r r HS 81 Hibiscus Species Hibiscus 3 gal., 20" x 20" 13 r , r MC i 43 Muhlenbergia capillaris Pink Muhly 3 gal., 20 x 20 Native, Drought Tolerant MF 221 Myrcianthes fragrans Simpson`s Stopper 3 gal., 20" x 20" Native, Drought Tolerant. �— -- ' PA 35 Plumbago uriculata Cape Plumbago 3 gal., 20" x 20" a Drought Tolerant ` 3 gal., 14x14" RA 1 19 Rha hiole is indica `Alba` Dwf. Indian Hawthorn Drought Tolerant ...................., TJ 75 Trachelospermum jasminoides Star Jasmine 1 gal., 14" x 14" r TD 8 Tripsacum dactyloides Dwf. Fakahatchee Grass 3 gal., 20" x 20" Native, Drought Tolerant " °••"° ' VS 317 Viburnum suspensum Sandankwa Viburnum 3 gal., 20" x 20" Drought Tolerant Z GROUND COVERS QTY BOTANICAL COMMON CONT REMARKS AG 1,136 Arachis glabrata `Arblick` Ornamental Peanut 12 "x18 ", 1 gal.@ 20" oc Drought Tolerant DV 267 Dietes vegeta African Iris 12 "x18 ", 1 gal.@ 20" oc Drought Tolerant LC 332 Lantana camara Lantana 18' x 18 ", 1 gal. ® 12" oc Drought Tolerant LG 171 Liriope muscari ` Supergreen Giant` Supergreen Giant Liriope 12 "x18 ", 1 gal.® 18" oc Drought Tolerant LV 80 Liriope muscari `Variegate` Variegated Lily Turf 12"x18 ", 1 gal.® 18" oc Drought Tolerant Roberson LC26GC)0267 Resource Group, LLB Landscape Architecture *Site Planning +Arborist•LEED AP 3152 Little Road, # 125, Trinity, Florida 34655 1 Phone: 727 - 255 -4258 Email: irifo @RRGoniine.net Web: RRGonline.net , Pine Berry Senior Limited Partnership 2206 Jo -An Drive Sarasota FL 34231 PINE BERRY APARTMENTS LANDS CAPE PLAN Mp U y¢ 4 6.. 0 30 60 90 feet SCALE: 1" = 30' �rlgfit�2Q04,RcMr.'ni Y�.yaSx.» ':1'ouD, LLC. _.— 1"t be jeed. Of 1MMtL.." wrt"An A 2 10/15/09 REV. PER CITY OF CLEARWATER DRC COMMENTS FL A0001ERELI,.IANDSCAF . 61REC7' 1 9/9/09 ADDED INFORMATION ON POND ELEVATIONS GDNS1RUC11lON.7? ANS ARE M MUD UNLEW E ) NO. DATE IUMSIONS LANDMAPE ARMTEM +L JOB NO 09016x RRG as —o14 cGC P.U. h PG. LAI stn•. DACE: LA2 AI'P•D 0fi /J1 / a9 UY Roberson LC26GC)0267 Resource Group, LLB Landscape Architecture *Site Planning +Arborist•LEED AP 3152 Little Road, # 125, Trinity, Florida 34655 1 Phone: 727 - 255 -4258 Email: irifo @RRGoniine.net Web: RRGonline.net , Pine Berry Senior Limited Partnership 2206 Jo -An Drive Sarasota FL 34231 PINE BERRY APARTMENTS LANDS CAPE PLAN Mp U y¢ 4 6.. 0 30 60 90 feet SCALE: 1" = 30' �rlgfit�2Q04,RcMr.'ni Y�.yaSx.» ':1'ouD, LLC. _.— 1"t be jeed. Of 1MMtL.." wrt"An A 2 10/15/09 REV. PER CITY OF CLEARWATER DRC COMMENTS FL A0001ERELI,.IANDSCAF . 61REC7' 1 9/9/09 ADDED INFORMATION ON POND ELEVATIONS GDNS1RUC11lON.7? ANS ARE M MUD UNLEW E ) NO. DATE IUMSIONS LANDMAPE ARMTEM +L JOB NO 09016x RRG as —o14 cGC P.U. h PG. LAI stn•. DACE: LA2 AI'P•D 0fi /J1 / a9 UY 0 30 60 90 feet SCALE: 1" = 30' �rlgfit�2Q04,RcMr.'ni Y�.yaSx.» ':1'ouD, LLC. _.— 1"t be jeed. Of 1MMtL.." wrt"An A 2 10/15/09 REV. PER CITY OF CLEARWATER DRC COMMENTS FL A0001ERELI,.IANDSCAF . 61REC7' 1 9/9/09 ADDED INFORMATION ON POND ELEVATIONS GDNS1RUC11lON.7? ANS ARE M MUD UNLEW E ) NO. DATE IUMSIONS LANDMAPE ARMTEM +L JOB NO 09016x RRG as —o14 cGC P.U. h PG. LAI stn•. DACE: LA2 AI'P•D 0fi /J1 / a9 UY I- .aNDSCAPE GENERAL NOTES 1. Permits required by any authority or governing jurisdiction, for any installation or construction work described in the contract documents, shall be 44. Sod shall be as specified on the plans, in areas designated on the plans, and for disturbed areas within the construction limits, grass sod type shall obtained by the Contractor. Any applicable fees or financial requirements are to be paid by the Contractor for such permits, unless stipulated specifically be well matted with grass roots. The sod shall be taken up in rectangles, preferably 12" x 24 ", shall be a minimum of 2" in thickness, and shall be live, in writing by the Owner. fresh, and uninjured at the time of planting. Sod shall be a minimum of 95% 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. 2. The Contractor shall comply With all codes, safety requirements, and environmental regulations of federal, state, local and other regulatory agencies that 'REMOVE STAKING AND have jurisdiction over the project, without additional cost to the owner. This includes any safety standards of the Occupational Safety and Health Act and 45. The sod shall be planted as soon as possible after being dug, and kept moist and shaded until it is planted. Dumping frorrr vehicles will not be SUPPORT GUYING AFTER amendments. The Owner and Owner's Representative shall be held harmless from any accident, injury or any other incident resulting from compliance or 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 ONE COMPLETE GROWING approved manner and properly moistened until planted. Sod which has been cut for more than 72 hours shall not be used unless specifically authorized SEASON. non - compliance with these standards. by the Owner's Representative, after inspection of the sod. WATER WELL: SET ROOTBALL CROWN 4 HIGH AT SHRU 1" HIGHER 3. The Work included in this Section include the furnishing of all materials, equipment and labor necessary and incidental to the installation and 3 LAYERS OF BURLAP ,f WATER WELL THAN SURROUNDING of planting areas, soil treatment, )ants, grassing, protection of existing and proposed plants, hauling and spreading of topsoil, finish grading, 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 FINISHED GRADE. preparation P 9 P 9 g, P 9 P P P• 9 P 9 P 9 g: WITH 2"X4" WOOD CLEATS (3) AT LAWN AREA removal and or transplanting of existing plants as indicated, warrant replacement of plants and or materials, and related items as required to locations n some of these existing utilities may have been indicated es the Plans. However, no guarantee is implied that the Plans are accurate or / P 9 g P y' P P / q complete in reference to existing utility information. It shall be the responsibility of the Contractor to verify the location of all such utilities, structures, AND 2"X4" WOOD BRACES (3), SLOPE FINISHED GRADE complete the work as indicated on the plans and fulfilling all warranty provisions, as specified herein. P g Y P Y Y 120'APART, LENGTH AS REQUIRED I AT BACKFILL AWAY FROM etc„ by hand excavation or other appropriate measures before performing any Work that could result in damage or injury to persons, utilities, structures or property. The Contractor shall make a thorough search of the site for utilities, structures, etc., before work is commenced in any particular location. TRUNK ROOTBAIL 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 MULCH TO 5' DEPTH the Owner's Representative. This time period of required maintenance may be extended through the full warranty period, as specified in the contract 47. The Contractor shall take immediate Ste s to re air, re lace, or restore all c FLA. GRADE TER WELL. AT WA p p p services to any utilities or other facilities which are disrupted due the 3' MULCH LAYER k SUNDARDS , ......................... .. ...................�'.... FINISHED GRADE. agreement, until Final Project Acceptance. 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 an supplemental tem orar services to maintain uninterrupted use of the facilities. All responsibility for damn e due to negligence on - "i, /;;'. j structures, installed elements and P Y P Y 9 site features and improvements, vegetation, ees shrubs, and other specified ,... 5. During construction, protect all existing trees, e Contractor shall be borne b the Contractor and the Contractor shall also be fully for an and all claims resulting from t e 2"X4'YM* STAKES . 111, 'sii'• -•- > the part of the y y y h '` al or destruction of items described above is prohibited unless specifically authorized b the _� i %; -:: utilities specified herein and / or on submitted plans. Removal P Y damage. ;:;:% Roo TBALL Owner. APPROVED PLANTING -Ti /e,4 �- / /i/ /i / / ". / /j :.:,::;.. SOIL BACK FILL - °�i, /,Ay i //! '' v,/ /%i //�E/ii� / , ;; '::: ;::... 48. The Contractor shall notify the Owner's Representative, in writing, of soil conditions that the Contractor considers detrimental to the growth of plant 2 PARTS EXISTING'-1`1. >�!� %/ ", r:,`. "i! /!? ;i. expressed or im lied that quantities shown therein are ✓iii- <; -.s: = ::ry /%jG, _ %i;,; .�%� 6. The plant list as shown on the plans is for the Contractor's information only and no guarantee is p q material. These conditions are to be described, as well as suggestions for correcting them. Proper soil percolation must be assured at a minimum rate TOPSOIL k i PART .y /: *,, r ;�,, /.. ,;.;.;;,,,;,,;,,;,;;.;.;;;; ,,, <,,;,, correct or that the list is complete. The Contractor shall verify that all plant material shown on the drawings are included in the Contractor's bid. g P i/ /��' q� /��'��/ ` SILICA SAND i�/ //,y /�/ j /ii /• i� - BACKFTLL MIX, SEE NOTES of 1/2" percolation per hour to a depth of a typical tree planting it. / /,- / / /i /: Dy /:�% /,II.— ,.r P P P 9 pit. �iiir:frry ;�,r: .1-1-7 -e­.; 1/1,11.! 7. Substitutions of plant materials Will not be permitted unless authorized in writing by the Owner's Representative. Proof is to be submitted in writing 49. Planting areas are to be finished graded to conform to grades on engineering drawings or as noted on the landscape drawings, after full settlement txrSTtrc sDIL IY tY ,v�ili!/ ;.....,...,....;;::': AND SPECIFICATIONS. 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 and installation has occurred. The Contractor shall correct or repair the grades as necessary to conform to the finished grades specified. All planting 2 X ROOT NATIVE SOIL BALL FIRMLY COMPACTED. corresponding adjustment of the contract price. 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 8. The Contractor shall review and verify the proposed and existing site elements, including but not limited to, storm drainage, water, sewer, phone, cable is applicable to sodded areas also. Sodded areas shall present a smooth and finished appearance, meeting finished grades as specified after installation. &_LA������ and electrical utilities, paving, site grading, buildings, walks, hardscape, and vegetation to preclude any misunderstanding and ensure a trouble free SHRUB PLANTING 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 G and replacement of any items, which, in his opinion, do not present an orderly and workmanlike appearance. Plant locations may also be adjusted by the 9. Stated dimensions shall govern over scaled dimensions on the plans. Owner's Representative due to unforeseen on -site conditions. 10. Plants shall be subject to inspection, for conformity to specification requirernents and approval by the Owner's Representative at their place of growth, 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 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 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 any phase of the work. Rejected plant materials shall be immediately removed from the project site and replaced with approved plant materials Within affect the plant growth, he shall immediately call it to the attention of the Owner's Representative. Failure to do so before planting shall make the seven (7) days or as approved by the Owner's Representative. corrective measures the responsibility of the Contractor. 11. All plants may be selected and tagged by the Owner's Representative at their place of growth. For distance material, photographs may be submitted 52. If underground construction, utilities or obstructions are encountered during the excavation of planting areas or pits, alternative locations for the plant SET' ROOTBALL CROWN 1 1/2" HIGHER for pre-inspection review and approval b the Owner's Representative. Pictures shall be clear and contain the full image of the plant material to be THAN THE SURROUNDING FINISHED i ' p p pp y p 9 P material shall be selected by the Owner's Representative. Such changes in location shall be made by the Contractor without additional compensation. GRADE. SLOPE BACKFlLL AWAY FROM `••;,' "`' /� f 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 "i TREE AS SPECIFIED. 111- I ROOTT3ALL FOR POSITIVE DRAINAGE. the representative sample for that plant type (species and size). 53. All required trees and palms shall be placed a minimum of four (4) feet from impervious surfaces; shrubs shall be placed a minimum of 18 inches as PLANTING AT PLANTING AT , /-". measured from the edge of the plant. TURF AREAS. SHRUB AREAS. DQUBLE STAKE WITH 12. Submit certificates of inspection, as required by governmental authorities, and manufacturers or vendors certified analysis for soil amendments, ;'E 1/2 WHITE ARBOR TIE KEEP TURF CLEAR FORA 18" KEEP MULCH B" M - - -- ....a TIII PER MANUFACTURER'S herbicides, insecticides and fertilizer materials and any additional data that indicates that the materials comply With specified requirements. 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 RADIUS CIRCLE AROUND THE FROM BASE OF TREE. RECOMMENDATIONS 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 TREE. MULCH WITH A 3" THICK w ': 13. The Contractor shall conduct a minimum of three (3) soil tests at locations as shown on the plans or determined b the Owner's Representative. The surrounding rode. LAYER OF SHREDDED BARK. MULCH WATER WELL ww 2j DIAMETER LODGEPOLE PINE Y P g 9 AREA TO 3" DEPTH. � IY I TREATED TREE STAKES. SET Contractor shall test each location for soil composition (type, strata, pH, soluble salts, and organic content) and sub - surface drainage conditions RECESS TURF AREA 6" HIGH WATER + PERPENDICULAR TO PREVAILING i (percolation rate), as a minimum. Soil testing shall be conducted by an approved soil- testing laboratory. The Contractor shall provide the Owners 55. Sides of pits and trenches shall be vertical. When conditions detrimental to plant growth are encountered, such as rubble fill, adverse drainage 1 TO ALLOW FOR MULCH. WELL AT SHRUB s% W ND_ AREAS. Representative with the results of the soil analyses prior to an installations throughout the project. If soil conditions are insufficient for proper )ant conditions, and/or obstructions, the Owner's Representative shall be notified before planting. Sites With poor drainage may require the use of sloped sides; FINISHED GRADE REMOVE NURSERY STAKE BY 1TiE p Y P Y 9 P J P P P / P P 9 P 9 Y 9 P l rowth the Contractor is required to supply recommendations for improving the condition of the soil of each area, to the Owner's Representative for for pits or trenches. AT i' yr. "- 1r': ':r; ;:•r° %z; AT FINISHED SHRUBSE (' E D OF MAINTENANCE. 9 q PP Y P 9 /.;.; S r approval. The Contractor shall at the discretion of the Owner's Representative, proceed with the recommendations for improving the soil conditions. ,..,. ,..,s ,..• ,, ,,� a a , / 1x3 CROSSTIE, AVOID RUBBING PP P P 56. In planting areas where soils have been compacted to a density, Which is detrimental to plant growth, loosen soils to allow root penetration beyond the tZ L I i INJURY TO TRUNK. 11 m natural balls of soil retaining as man fibrous roots as possible is sizes and planting pit. -: :. 1111111,111111 14. Trees designated as Ball and Burlap (B &B) shall be properly dug with firm g Y P "' %'- ROOTI3ALL `. .. w �,•,' ` o Nursery Stock. Balls shall be firm) wrapped with nons nthetic, rottable burls / "` "' � shapes as specified in the most recent edition of the American Standard for N y Y pp Y P /% s r'ii ; si 57. Width of planting t shall be 3 times the diameter of the rootball m highly compacted or poorly draining soils, With the sides of the it sloped. ':::.. and secured With heavy ons nthetic, rottable twine. Root collar shall be apparent at the surface Of the rootball. No trees with loose, broken, or p g P 9 Y P P Y 9 P P ' Y Y P < .,,:1111,; ; ROOT } € manufactured rootballs will be planted, except with written approval of the Owner's Representative, prior to planting. '` NI ' 58. Shrubs fertilizer shall be Osmocote Time Released Fertilizer and composed of a fertilizer ratio of 3:1 :1 or 3:1:2, ,.. •,, •• ::, ::: z „s BALL ,; FiAC FILL PLANTING AS PER BACK FILL (nitrogen: phosphorus: potassium) and -- .: i PLANTING DETAIL. contain all primary and secondary trace elements, or approved equal. 15. Saba) 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 BACKFlLL MIX, SEE 2X ROOTBALL n AVOID DAMAGE TO THE ROOT be removed from the trunk of sabal palms unless otherwise specified by the Owner's Representative. Remove only a minimum number of fronds on other NOTES AND SPECIFICATIONS. NATIVE SOIL WITH THE SUPPORT STAKES. slim species to facilitate the handling of the palm material. Do not damage the buds of an alms and take necessary care to protect the bud during 59. Sod fertilizer shall be composed of sixteen percent (16 %) nitrate nitrogen, four percent (4 %) phosphorus, eight percent (8 %) potassium and contain all FIRMLY COMPACTED. P P i P y y P Y P g primary and secondary trace elements for sodded areas, or approved equal. 16 " -24 digging, handling, transportation and installation. 16. During transportation of plant material, the Contractor shall exercise care to prevent injury and drying out of the trees. Should the roots be dried out, 60. Palms: Fertilizer shall be composed of twelve percent (12 %) nitrogen, four percent (4 %) phosphorus, twelve percent (12 %) potassium and contain all PLANT PIT DETAIL STAKING DETAIL 7 large branches broken, rootball damage, or areas of torn bark, the Owner's Representative may reject the injured plant material and require replacement of primary and secondary trace elements for Florida palm trees. the rejected material at no additional cost to the Owner. 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 TREE DOUBLE STAKE 17. Plant material that is stored improperly shall receive a special review of acceptance or rejection, established on a case by case basis, 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 3 be applied per ANSI 300, Part 2 - 1998 and Best Management Practices, Tree and Shrub Fertilization, ISA. 18. The Contractor shall protect existing pavement, buildings, walks, curbing, walls, hardscape elements, utilities and planting materials (trees, shrubs, ground 62. Trees, shrubs and ground cover shall be set straight and at such a level, that after settlement, the plant ball Will stand flush, to 1" - 1/2" above covers, etc.) which are not designated for removal on the plans from damage. 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 19. The Contractor shall request the proper utility company to stake the exact location of all under round lines including but not limited to electric, gas, pockets around the root ball. Do not rely on the irrigation system to achieve this task. All burlap, rope wires, etc. shall be loosened from the top and cable and/or telephone service prior to layout and excavating of an planting area. The Contractor shall contact Sunshine State One -Call of Florida, Inc. 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 ){CITE; 0-1 / P P Y 9 y P 9 the soil surface. Remove non - biodegradable nursery wrappings and unwrap burlap from the top 1/3 of the rootball, CONTRACTOR TO PROVIDE A BERM IN EACH (SSOCOF) at 1-800-432-4770. Per SSOCOF, the calls shall be made a minimum of two days ar d a maximum of five days before beginning construction PARKING ISLAND NOT TO EXCEED 6' HEIGHT CONTRACTOR SHALL operations. FOR ISLANDS LESS THAN 10' WIDTH. A BERM PROVIDE SOIL PROFILE P 63. Plant materials such as trees, shrubs and groundcovers shall be planted prior to the, planting of the grassed / sodded areas. The grassed / sodded OF 12" IN HEEGHT FOR ISLANDS MORE THAN 3" MULCH TO INSURE POSITIVE 20. Not all utilities are members of the Sunshine State One -Call system and direct contact shall i -e taker, as necessary. areas shall be protected during and repaired if damaged during the planting installation activities. 10'. DRAINAGE 64. All new furnished trees and palms shall be set plumb at the time they are installed to within a tolerance of three (3) degrees from vertical. EQUAL CURB Q Q 21. The Contractor shall be responsible for the preservation and protection of all site. conditions ba remain from damage due to this work. In the event Trees and palms found not to be vertically aligned Will not be accepted. !L BUILDING/ damage does occur, all damage shall be completely repaired to its original condition. All the cos' ' of such Work shall be charged to and paid by the � 3" THICK ASPHALT STRUCTURE � MULCH LAYER ^ • ,�` ";,: ; . CONTRACTOR SHALL Contractor. 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 :�_,;. • = ROVIDE SOIL PROFILE 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. 6 / /� %� / / / / / / /f'/ % 5' TO INSURE POSITIVE 22. The Contractor shall thoroughly examine the project site, including sub- surface soil conditions, existing and proposed elevations and general conditions / // i 6" CLEAR IN DRAINAGE AWAY FROM under Which the Work is to be preformed. the Contractor shall notify in Writing of any conflicts or unsatisfactory conditions discovered, prior to beginning / /,/ / /, / ,.,/ , / / "` SPECIFIED AREA STRUCTURE. 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 �// / / / /il �j� / / /!`% PER 2114, 6•I CURB, ASPHALT OR work. If the Contractor begins work before the unsatisfactory condition have been resolved, this will indicate that the Contractor has accepted the existing - 4.0' . ,.., /:/.,./ /,;;.._,, 1111.,.,/, / ,.;;,;,, broken or badly damaged branches shall be removed With a clean cut. Pruning procedures shall conform to ANSI A300 Part 1 2001 and / / / ;: TERMITE SIDEWALK conditions and is responsible to complete the work at no additional cost to the Owner. / % / / / //- rT /' "'�% INSPECTION, FLA Pruning and Best Management Practices, Tree Pruning, by the International Society of Arboriculture. All pruning shall be previously approved by e, ", UNIFIED BUILDING / / / % / / 11 / /! /j/ 17 / 11 T the Owner's Representative. "'' "' /% 23. he Contractor shall be responsible for all unauthorized cutting or damage to existing trees not marked for removal on the plans. Such damage may P ;,,,,,,,,,,,;;,, r CODE / / % / / / / / /// / / / // , CONTRACTOR SHALL - . 1111..,,, .....,..........,, f., /... /.//-/, /` ./` /. /. /„ "/. REMOVE ALL be caused b operation of equipment, stock ilin of materials, careless labor, etc. This shall include compaction b driving or parking inside the drip line iii:.,..; :,:.,; ;;,,,,,;iy;.:•• iii,,...,; <..:,:i iq:... % ;;ESrii.i, ?y' [b.S% /./. /., .., .. 11/1/,/1/./., //./. Y P stockpiling P Y 9 P �...... :.•,_; ; ::.,. ;,..,; , J....;, ; ;,., t s t..:: ; ;... ; :',.,.;, ; :..: - /. . / /. /; >/ j /y / / / / /; /r/ .9 /i/ CONSTRUCTION :......:::...s.;,..,..,, a.•s .;.,.,•:: e....•e 1;111..;1,111 <,,,...;,..,, -/11, 1. .,L /.,, /...: /: /. /. / / / /...:/r <'1 materials within the drip -line of trees. 67. Within one week after the planting, mulch material, as specified, shall be uniformly applied to a minimum welted thickness of three (3) ::....... .....:::............:.,...., .....;;;......; i, ;s; /// „� �F� r; MATERIALS or trees or the spillage of oil, gasoline, or other deleterious W /. / /, /, / / /. / /, /,, r��G. /;,,, /, DEBRIS, 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 ;,;,J " "'° "'' "' "' j; : /'f✓ 1`Vr �'� /.; CLAYS AND COMPACTED 11 CONTRACTOR SHALL REMOVE ALL / ��"�'/ �'// �. / . have a clear understanding and identify each existing tree shrub and or palm that is designated to remain or to be removed. until the time of final inspection. CONSTRUCTION MATERIALS DEBRIS _� -,, y: /``�_ /�� //� % %� / / /;��% ', /� SOIL TO 3 -V! DEEP 'L4. The Contractor shall v g y g / P 9 COMPACTED / /j ////////////////f jj / / / / / / /// f;r• �_ AND BACK FILL WITH 11 SUBGRADE CLAYS AND COMPACTED SOIL TO r / / / / / /, �,. // , /, /, /. 1 PLANTING SOIL MIX. 1. t 68. All trees not within planting beds shall be mulched within a three 3 foot diameter of the tree. 3 -0' DEEP AND BACK FILL WITH �!: %! -, ,. CONTRACTOR 25. The Contractor shall maintain tree barricades at all times during the construction activities on he project for all existing trees, palms and other plant P 9 ( ) PLANTING SOIL MIX. CONTRACTOR 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 RESPONSIBLE FOR 69. Do not lace mulch immediate) against trunks of trees and alms. RESPONSIBLE FOR LOCATION AND LOCATION AND provided Within the Landscape Plans. P Y 9 P COORDINATION OF ALL COMPACTED COORDINATION OF ALL UNDERGROUND UTILITIES. SUBGRADE UNDERGROUND UTILITIES. 26, The Contractor shall provide an International Society of Arboriculture (].S.A.) Certified Arborist With a minimum of five (5) years experience with similar 70. Soft spots and inequalities in grade shall be corrected before starting sod Work. Soil shall be watered before sod planting. Tamp or roll projects, to direct appropriate pruning (roots, branches) and /or other treatment necessary to ensure the health, viability and attractiveness of trees and all newly installed sod. Sod shall be thoroughly watered in. J TYPICAL PERIMETER LANDSCAPE DETAIL palms to remain. The Contractor shall be responsible for implementation of the Certified Arborist's instructions. 71. D. The setting of the pieces shall be staggered so as to avoid a continuous seam. The offsets of individual strips shall not exceed 6 ". In TYPICAL LANDSCAPE ISLAND DETAIL 27. Uncover specified Work when directed by the Owner's Representative without compensation. Should the material, Workmanship, or method of installation 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 not reeet the standards specified herein, the Contractor shall replace the work at his own expense. sod blocks into firm earth, at directed intervals. Sod shall be placed in rows perpendicular to the slope. 28. Rejected work shall be removed and corrected within seventy -two (72) hours upon notification of rejection by the Owner's Representative. 72. The project site shall be kept in a relative neat and clean appearance throughout the course of the landscape installation. Perform cleaning during installation of the work and upon completion of the work. Remove from the site all excess materials, soil, debris, and equipment. 8 0 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 r tbo Repair damage resulting from planting and other landscape installation operations. SET ROOTBALL CROWN 1 1/2' HIGHER ,id�r climatic conditions similar to those in the locality of the project. THAN THE SURROUNDING FINISHED ,z•, ? @Y-1 Ir GRADE. SLOPE BACKFlLL AWAY FROM _ ' /'. .,.•,: .•'`;...,:... '' 73. Provide one 1 year warrant covering the life and satisfactory condition of all planted materials. All sod shall be warranted for 90 days "' 30. All plant material shall comply with all required inspections, grading standards and plant regulations, as set forth by the Florida Department of ( ) y warranty Y P Y R00T' L FOR POSITIVE DRAINAGE. " "' s j� ,_ i:.,i'' W W 'C £' after Final Acceptance. The one (1) year warranty does not begin until the entire landscape installation has been accepted by the Owner's PLANTING AT PLANTING AT w w Agriculture and Consumer Services Division of Plant Industry, Grades and Standards for Nursery Plants, latest edition. All plant material shall also conform ^�� 11' I • 'E= , Kc to ANSI Standards for Nurser Stock (ANSI 260.1 -1990 Representative at the time of Final Acceptance for Landscape Work. After the one (1) year warranty period, the Owner's Representative shall TURF AREAS. SHRUB AREAS. ::; ;�✓ i DOUBLE STAKE WITH I- � Au Nursery ). . / 1/2" WHITE ARBOR TIE + �, ter - conduct the Project's Final Inspection. KEEP TURF CLEAR FOR A 18" TIE PER MANUFACTURER'S RADIUS CIRCLE AROUND THE KEEP MULCH 6" J 31. Plant materials not specifically covered In "Florida's Grade and Standards for Nurser Plants" Shall conform to a minimum rode of Florida No. 1 as FROM BASE OF TREE. RECOMMENDATIONS P Y Y 9 TREE. MULCH WITH A 3" THICK tj • to: health and vitality, condition of foliage, root system, freedom from pests or mechanical damage; heavily branched and densely foliated according to the 74. 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 LAYER OF SHREDDED BARK. MULCH WATER WELL to 8 � C, y 9 Y warranty period shall be removed from the site and replaced within ten (10) calendar days after written notice. AREA TO 3 DEPTH. r ! i I 2" LODGEPOLE PINE TREATED accepted normal shape; freedom from low and /or "V" shaped crotches. RECESS TURF AREA 1" 6" HIGH WATER TREE STAKES. SET STAKES < a ,; TO ALLOW FOR MULCH. WELL AT SHRUB ' I I i APPROXIMATELY 120 DEGREES 7. ; ii 32. The minimum rode for all plant material shall be Florida No. 1 or better. 75. All plant material replacements shall be of the same kind and size as specified in the Plant List. They shall be furnished, planted, mulched ; i : ? ; : s °°�« -. ( j ,y� 9 and watered -in as specified at no additional cost to the Owner. These replacement materials shall be bound to the some warranty conditions as FINISHED GRADE „ > -••• OD 11 E. • -� j,� the original materials. AT LAWN. r;.'s' /� /; ? °' ;,,,;.'i, FINISHED GRADE it /.: AT SHRUBS. r ' o o + + I -1.° `I L� 33. Trees with a damaged or crooked leader, bark abrasions, sunscald, disfiguring knots, insect damage, or cuts of limbs over 3/4 inch in diameter that ? FNS ED RAD are not completely closed will be rejected. i%• °° i I I H G E. f ,,,.,.:: ;, ", . • , . •: '. ......; � %111,,1; ; + 9 P 9 P ( prolonged 9, 9 J ?is"I'll, 76. Damage to plant material from obvious vandalism, theft, Owners neglect, or acts e, providence i.e., rolon ed floodin ale force winds, ?, / / /:,, ,, ?r ;i, '::- ; >a'; ;, %-i'' '`.;, ;,_, SHRUBS AND + 1.111, y: ; ; ;11, `,rr% t %%i. ° " ';',' ........ % GROUNDCOVERS + + etc.), or incidents beyond the Contractor's control Will not be covered under this warrant " ° ° "" Palms s a be fee from bur marks and o Y Y <,,: -,:; . /•.:;;;'s,'s.;:;::;s;.,...:• :,; ' >i,F;•; ; =- ;:;.:,. 34. Palms shall have straight trunks (within 3 degrees of vertical) unless other wise stated on the plans. P Im h I r fr n r n / r ROOTBALL -.,- ' ` ADACENT TO ' 200Ti3ALL , . C + ;, other damage to the trunk. / i',:�j: + CURVED EDGES + : r / _ PIANTINGS OFF SETS FROM BUILDINGS slw L BE 77. The Contractor shall notify the Owner's Representative in writing, a minimum of ten (10) days in advance, when all work is substantially 1" ? -?;_ ''• c� SHALL BE / / :: a PIMIIID IN + 35. Balled and burls ed B &B plants field grown trees and alms shall be du with firm natural balls of soil of sufficient size to encompass the complete to schedule a substantial completion. Based on this inspection, the Owner's Representative will develop a punch list of items to be err.; ,,r,.-; -- f � P � " + I REOl1DRE1�AD THE FLORIDA TERMITE P�ROTEC�TION PP ( ) P ( 9 w P ) 9 W P i >:.. ,,1111. 1.111..; I addressed b the Contractor. Upon completion of Punch List items, the Contractor stFall coordinate with the Owners Representative ....._... ,_1., , + fibrous and feeding roots of the plants. No plants moved With a ball shall be planted if the ball is cracked or broken. B &B root balls shall exhibit small Y P P p esentative to schedule ""Ill' "' �� �' i0 THE CURVED white fibrous roots coming through the burls Field grown trees and alms shall be nurser grown material. Root pruning and hardening off of plant a Final Acceptance Inspection. At the time of Final Acceptance, the warranty period shall begin. BACKFILL MIX, SEE 2X ROOTBALL AvolD PLACING STAKES a a EDGE + ++ ,� 9 9 P• 9 P Y 9 P 9 9 P SEE PLANT PR THRU FOOTBALL • R �/ + NOTES AND SPECIFICATIONS. NATIVE SOIL DETAIL `' , , r material shall be done a minimum of six (6) weeks or for a period as determined by the Owner's Representative, prior to planting at the project. The M BUILDING WALL 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 78. Upon Final Acceptance of the plant material, the Contractor shall submit two (2) written maintenance instructions recommending procedures FIRMLY COMPACTED. +-;, + f% O / - � trees at the project site. for the maintenance of plant materials and sod, for a one year period. i 36. Protect roots or balls of plants at all times from sun and drying winds, excess water and freezing, as necessary until planting. �-j PLANT PIT DETAIL STAKING DETAIL _ �' MIN. 37. Prepared planting soil shall be fertile, friable natural topsoil of loarny character, without admixture of subsoil material, obtained from a well- drained EXISTING TREE PROTECTION GENERAL NOTES + 0 • arable site, reasonably free from clay, lumps, coarse sands, stones, plants, roots, sticks and other foreign materials. The acidity range shall be between 6 TREE PLANTING MULTI -STAKE + + + + + pH 5.5 and 6.5. Prepared planting soil mixture shall consist of three (3) parts native topsoil meeting the above requirements and one (1) part peat. The EXISTING TREES AND PALMS WITHIN AND ADJACENT TO THE LIMITS OF CONSTRUCTION AND SPECIFIED TOIL peat shall be brown to black in color, sterile, weed and seed free, granulated raw peat, containing not more than 9% mineral content on a dry basis. REMAIN ARE TO BE PROTECTED THROUGHOUT THE CONSTRUCTION PROCESS WITH TREE BARRICADES PER BEDLI + + + + + + + THE CITY OF CLEARWATER REQUIREMENTS. SHRUBS AND GROUNDCOVERS ADJACENT To 38. Planting shall be coordinated with the underground automatic irrigation system(s) installation. The irrigation system is to supply 100 percent coverage SIRN EDGES SHALL BE TRIANGULAR - SPACED CURB /REDLINE of water to all required landscape plant material and turf at time of landscape installation. IN ROWS PARALLEL TO THE STRAIGHT EDGE THE CONTRACTOR SHALL PROVIDE AN INTERNATIONAL SOCIETY OF ARBORIST (ISA) CERTIFIED ARBORIST ��: 39. The Contractor shall supply supplemental water; over the amount of water supplied by the irrigation system, for establishment to all newly installed WITH A MINIMUM OF 5 YEARS EXPERIENCE WITH SIMILAR PROJECTS, TO DIRECT APPROPRIATE PRUNING 1, CENTER TO CENTER SPACING (O.C.) VARIES FOR DIFFERENT PLANT SPECIES. SPACE EACH VARIETY trees and palms for ninety (90) days, commencing immediately after installation. Supplemental water can be supplied by water truck or direct water (ROOTS, BRANCHES) AND /OR OTHER TREATMENT NECESSARY TO ENSURE THE HEALTH, VIABILITY AND OF PLANT EQUALLY IN PLANTING AREAS PER SPACING SHOWN ON PLANS. source on site (hose bib, reclaimed water, pump /well source), and shall be applied in such a manner to avoid disturbance to mulch and soil, and to avoid 2. TREES ADJACENT TO BUILDING /STRUCTURE SHOULD BE PLANTED AT A MINIMUM OF 5' AWAY FROM damage to plant materials. ATTRACTIVENESS OF TREES TO REMAIN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR IMPLEMENTATION THE BUILDING /STRUCTURE WALL 9 P 3. PALMS SHOULD NOT BE PLANTED CLOSER THAN 5 FROM THE BUILDING /STRUCTURE WALL OF THE CERTIFIED ARBORIST'S INSTRUCTIONS. PRUNING SHALL CONFORM TO ANSI A -300 PRUNING 4. VENEER SUPPORTED BY A SHELF MIGIE OR LINTEL SECURED TO THE FOUNDATION SIDEWAIL 40. It is the Contractor's responsibility to adjust watering amounts and frequency to ensure proper establishment of all plant material. STANDARDS. PROVIDED AT LEAST 6 -INCH CLEAR INSPECTION SPACE OF THE FOUNDATION SIDENALL EXTERIOR EXIST BETWEEN THE VENEER AND THE TOP OF ANY SOIL. SOD. MULCH OR OTHER ORGANIC LANDSCAPING 41. Fertilizer shall be complete, uniform in composition, dry and free flowing. Fertilizer shall be delivered to the site in the original unopened containers, COMPONENT 4, ANY OTHER WORK IMMEDIATELY ADJACENT TO OR ADJOINING THE STRUCTURE PER P P Y y P ALL TREE ROOTS EXISTING WITHIN IMPROVEMENT AREAS AND ORIGINATING FROM A PROTECTED TREE, SECTION 2114, TERMITE INSPECTION, nAmDA UNIFIED BUILDING CODE, LATEST EDITION. each bearing the manufacturer's statement of analysis. Store in a manner to prevent Wetting and deterioration. SHALL BE SEVERED CLEAN AT THE LIMITS OF THE PRESERVED AREA WHERE INDICATED ON THE PLANS. &LL_ NT MATERIAL LAYOUT DETAIL 42, Mulch is to be 100% organic shredded Melaleuca, Pine bark or Eucalyptus mulch (or type approved by the Owner) shall be utilized and installed to a ROOT PRUNING SHALL BE ACCOMPLISHED BY MECHANICAL TRENCHER WITH SHARP BLADES AND UNDER wetted depth of three (3) inches. Mulch shall be free of extraneous sticks and other tree residue. THE DIRECT SUPERVISION OF THE CERTIFIED ARBORIST. ROOT PRUNING SHALL MEET THE STANDARDS 43. A pre - emergent herbicide (Rout, Ronstar or approved equal) shall be applied to all planting areas as specified by manufacturer's recommendations. AND REQUIREMENTS OF THE CITY OF CLEARWATER AND ISA. DESIGNED /� Roberson ',......, •'. '. • ..rte . _. _ _ _o., .r . _ _ _ , %1' ", i ;� {C ` F � JC.E W M ,'A1IttR1 V.7L1 VX RRA� LC26000267 %j % D , ' t'$CQ9 Rtbx�pri Rs� Group, U.C. JOB NO. I Pine Be Senior Limited Partnershi PINE BERRY APARTMENTS r °� �� ,� °�(' a '' .- 09 -014 GGC DRAWN p f _ LA2 GrOUp, I.I.0 1 F.B. PG ' - s 1L�/ SIIC. atlEa 2206 Jo -An Drive LANDSCAPE NOTES &DETAILS ''��I REC ` � �NDSCAPE�seRCHrt>:cr 2 10/15/'09 REV. PER CITY OF CLEARWATER DRC COMMENTS DKTE: Landscape Architectures Site Planning •Arborist•LEED AP +�� 1 9/9/09 ADDED INFORMATION ON POND ELEVATIONS LA2 Qa 3152 Little Road, # 125, Trinity, Florida 34655 Sarasota FL 3423 1 ,. COEisiRUC110N Paws ARE yt� VALID UNLESS SHOW & EMBOSSIED WTM NO. DATE REVISIONS APP'D 08/31 /09 Phone: 727- 255 -4258 Email: info @RRGonline.net Web: RRGonline.net F BY of � , LM'.7SCAPE "AIPtCHTECT'S,,SEA1_ ". „! %i `% W\ -J = L,LJ Q Z Q ;F, � = IRRIGATION SCHEDULE 9 Ll- 0 1 x 2 0 00 .. ,, . , s ;> .y% % :,., :r.% ; vS' �, , ,' .......... - .................... /cc......... ..,,,ii ,. y, ,;/ ....., ;,, 1111,,,,.. •, : ........................... -w ..... ... :.... ............... ............... .......... . .... ......-- .- ..................... BARRY STREET 60' RIGHT -OF -WAY -0M, /910P- .a.. 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' 1111 1111 .................. . .. 1111. .. 1111, 1111. ,. 11 ' r° .......... ..........................y,.., 1111. _1111 , ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, ,,,,,,,,,,,,,,,, 1111,, r , f. �: .t �. ,� 1111.. .. 1111,., :. , ,' t %% . is t t• t ;., 1111; �i': t /::.,.; %1111/ ; i ".,. . ;. .t 2.:;•12.2,. < , I/ I'M", SYMBOL, MANUFACTURER MODEL QTY ARC PSI GPM RADIUS a fain Bird 1812- SAM -PRS 15 Strip Series 28 EST 30 0.61 4'x15' & Rain Bird 1812 -SAM -PRS 15 Strip Series 106 SST 30 1.21 4'x30' & Rain Bird 1812- SAM -PRS 15 Strip Series 11 SST 30 1.73 9'x18' ® Rain Bird 15 i 2- SAM -PRS 8 Series VAN 13 Adj 30 8' 10 Rain Bird 1812 -SAM -PRS 10 Series VAN 21 Adj 30 10' 12 Rain Bird 1812- SAM -PRS 12 Series VAN 22 Adj 30 12' 15 Rain Bird 1812 -SAM -PRS 15 Series VAN 20 Adj 30 15' 18 Rain Bird 1812 -SAM -PRS 18 Series VAN 19 Adj 30 18' O Rain Bird 1806- SAM- 1300AF Flood 36 360 30 1.70 1' SYMBOL MANUFACTURER /MODEL /DESCRIPTION CITY C Rain Bird ESPLXM 1 Rain Bird ESP -LX Modular Series. Modular controller up to 32 stations maximum with ESPLXMSM4- 4 station and ESPLXMSM8- 8 station modules. Install the proper number of modules to -- ccomodate the number of stations in the scope of work. I . Rain Bird WRSC 1 Wireless Rain Sensor Combo, includes 1 receiver and 1 rain sensor transmitter. /' '" Febco 765 2" 1 -, BF Temporary Pressure Vacuum Breaker M% Water Meter 1-1/2" 1 -" Potable Connection with Meter and BFP Irrigation Mainline: PVC Schedule 40 1,453 I.f. Pipe Sleeve: PVC Schedule 40 315 I.f. --------- Typical pipe sleeve for irrigation pipe. Pipe sleeve size shall allow for irrigation piping and their related couplings to easily slide through sleeving material. Extend sleeves 18 inches beyond edges of paving or construction. #11 # ';,, - ",5de 1111;:%: ", FLOW TOTALS Bubbler: 61.2 Shrub Spray: 309.2 Totol: 370.4 GPM FLOW AVAILABLE 75.0 GPM Bubbler: 1 Valves Shrub Spray: 5 Valves Tota I: 6 Valves ;, /:, ;;,, ; % . ; -�. .s: ; "'). : ,. ,, ;/,•,%, ,11,11,, „ "..... t t :;....:......,,.. "1111 :,/ ,,,. , "1 -, " "' : : :: , f i'z i ,, :;c. t,..... 1111""".. ,r , ,. ! 1111 1111, ,, / '. ;'. 1111 1111 1111 .,........ "........_ ,,..,,,,,, 1111,., :. ,,' .,. ::.. ,r , ,,,,,,,,,,,,, 1111... 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";, - ........ 1111. 1.11,11, I .: � i � / 11 I €:: �.,. . ;: / /! ® :, / ® O z' \ � O 1 ;1rl ,,, / /'' O .t / O O O O O :' '%-,, ' ;. „ ., ,:,,r:,,, 1111 N /,i ,22,22 ,222222 rill,. ,e I\ l t , / .......... ,,,i .::.......... , i %% , / ............... .1121 ' / \ r,'.../ ` - r ,; , . ... ._., ;,, ,,, .. 1111; 111:1,. / ... " ,s / ........, „> a/ : :............:: ,, / IZ V, C•J / % *` '1111) „• it TU SCOLA ROAD '// // / . ,, // \ � 11 5 =:... / \ , / 11-/ - - -- 11 10, 0 30 60 90 feet 7LMJ������ SCALE: 1" = 30' LC26000267 ;> <' %:s, € %' yrlght 2�M10 R�.r�idn�`Acecw I.I.C. Roberson o,,,. DESIGNED _.. :.,:. "s.,,. .i.,,.L i,.• �• / m � *my tN JOB NO /,' Pine Be Senior Limited Partnership PINE BERRY APARTMENTS �``� 09016x RRG .- Resource p w . - 09 -014 GGC DRAWN S J t j�,��. � �f� F.B. & NO. IR Group, LLC jjf _ I',�I �� sln. Cllli(:KED - 2206 JO -An Drive IRRIGATION PLAN - Landscape Architecture•Site Planning•Arborist•LEED AP P� 2 10/15/09 REV. PER CITY OF CLEARWATER DRC COMMENTS 3152 Little Road, # 125, Trinity, Florida 34655 Sarasota FL 3423 1 FL REGISTERED @11,4, -PE AFN 4IRECT - unu. IR2 Q.C. / 0=1 461 'N�..` q�'' 1 9/9/09 ADDED INFORMATION ON POND ELEVATIONS Phone: 727 - 255 -4258 Email: info @RRGonline.net Web: RRGonline.net CONSTRUCTION MX D6,& . ARE NOT BAUD UNLESS .� MOSSED,YMIF1 No. DATE REVISIONS AB'YD 08/31/09 L,ANDSCAPF.A�i, IFCTS.SEAL rl �.1 RE) .= 1=3 1=> V) t-- ::: ''W, :�,- &' >- ac jW ""° 0 ' Li. ;6-� 0 30 60 90 feet 7LMJ������ SCALE: 1" = 30' LC26000267 ;> <' %:s, € %' yrlght 2�M10 R�.r�idn�`Acecw I.I.C. Roberson o,,,. DESIGNED _.. :.,:. "s.,,. .i.,,.L i,.• �• / m � *my tN JOB NO /,' Pine Be Senior Limited Partnership PINE BERRY APARTMENTS �``� 09016x RRG .- Resource p w . - 09 -014 GGC DRAWN S J t j�,��. � �f� F.B. & NO. IR Group, LLC jjf _ I',�I �� sln. Cllli(:KED - 2206 JO -An Drive IRRIGATION PLAN - Landscape Architecture•Site Planning•Arborist•LEED AP P� 2 10/15/09 REV. PER CITY OF CLEARWATER DRC COMMENTS 3152 Little Road, # 125, Trinity, Florida 34655 Sarasota FL 3423 1 FL REGISTERED @11,4, -PE AFN 4IRECT - unu. IR2 Q.C. / 0=1 461 'N�..` q�'' 1 9/9/09 ADDED INFORMATION ON POND ELEVATIONS Phone: 727 - 255 -4258 Email: info @RRGonline.net Web: RRGonline.net CONSTRUCTION MX D6,& . ARE NOT BAUD UNLESS .� MOSSED,YMIF1 No. DATE REVISIONS AB'YD 08/31/09 L,ANDSCAPF.A�i, IFCTS.SEAL PLANT MATERIAL /SOD FINISH GRADE/TOP OF MULCH POP -UP SPRAY SPRINKLER; RAIN BIRD 1800 SERIES W/ MPR NOZZLE SWING PIPE, 12' LENGHT: RAIN BIRD OR EQUAL 1/2" MALE NPT X .49" BARB ELBOW PVC SCH 40 TEE OR ELL PVC LATERAL PIPE 112" MALE NPT X .49" BARB ELBOW NLTES: 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 2. DO NOT SCALE DRAWINGS. 3. POP -UP HEIGHT ADJUSTED FOR CLEARANCE OF PLANT MATERIAL, 6" MIN. HEIGHT FOR SOD. 12' P HEIGHT OR POP-UP SPRINKLER RAINBIRD 1800 SERIES POP -UP SPRAY 2" PVC SCH 40 CONDUIT AND FITTINGS JUNCTION BOX 1' PVC SCH 40 CONDUIT AND FITTINGS TO POWER SUPPLY WIRES TO REMOTE CONTROL VALVES NOTES: 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 2. DO NOT SCALE DRAWINGS. 3. INSTALLATION TO BE IN ACCORDANCE WITH STATE AND LOCAL AGENCY CODE REQUIREMENTS. HYBRID CONTROLLER RAINBIRD ESP -MC SERIES, OUTDOOR WALL MOUNT ADJUSTABLE FULL CIRCLE LER; RAIN BIRD 130OA -F H RING i GRADE 3 PIPE, 12' LENGTH: BIRD OR EQUAL MALE NPT X .49' ELBOW SCH 40 TEE OR ELL _ LATERAL PIPE N9IFS: 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 2. DO NOT SCALE DRAWINGS. 130OA -F BUBBLER RAINBIRD ADJUSTABLE FLOOD BUBBLER _ -SOD TRADE DP -UP SPRINKLER: ISEMBLY: IC SCH 40 TEE OR ELL PVC LATERAL PIPE NOTES 1. INSTWTION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 2. DO 40T SCALE DRAWINGS. EROTOR P POP-UP HESPRINKLER RAINBIRD FOR OPEN TRENCH INSTALLATION OF SLEEVES. SLEEVES ARE TO BE PRE - LOADED WITH THE LATERAL PIPE TO BE CARRIED, SIZED PER IRRIGATION PLANS. THE PRE - LOADED LATERAL PIPE WITHIN THE SLEEVE SHALL BE CAPPED TO PREVENT DEBRIS AND SOIL FROM ENTERING LATERAL PIPE DURING INSTALLATION OF SLEEVE. --- PAVING NOTES 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 2. DO NOT SCALE DRAWINGS. 3. ALL PVC IRRIGATION SLEEVES TO BE SCH. 40 PIPE 4. ALL JOINTS TO BE SOLVENT WELDED AND WATERTIGHT. 5. WHERE THERE IS MORE THAN ONE SLEEVE, EXTEND THE SMALLER SLEEVE TO 24" MINIMUM ABOVE FINISH GRADE. 6. MECHANICALLY TAMP TO 95% PROCTOR. 7. SLEEVE TO BE 2 SIZES LARGER THAN MAIN LINE /LATERAL PIPE BEING CARRIED. SLEEVING SLEEVES UNDER HARDSCAPES � U r AR PVC SCH 40 MALE ADAPTER REMOTE CONTROL VALVE WITH DISC FILTER AND LU 1R. PRV LF 2. DO NOT SCALE DRAWINGS. DRIPLINE START fjj 1! ONINECTION MALE ADAPTER AR SUPPLY HEADER DRIPLINE TUBING ISLAND PERIMETER LF DRIPLINE TEE �DRIPLINE ELL AIR /VACUUM RELIEF VALVE (PLUMBED TO DRIPLINE AT EACH AR HIGH POINT) I LINE FLUSHING VALVE PER MANUFACTURE IN LF cGREEN SPAM X WITHIN TYPICAL ISLAND LAYOUT DRIPUNE TYPICAL DETAIL NO SCALE JAR LENGTH OF WIRE, COILED 'ROOF CONNECTION (1 OF 2) LOX WITH COVER: 12' SIZE ;RADE/rOP OF MULCH CONTROL VALVE: PAh BIRD PEB i 80 NIPPLE (CLOSE) 1 40 ELL 1 80 NIPPLE (LENGTH AS REQUIRED) 1 OF 4) NIPPLE (2" LENGTH, HIDDEN) H40ELL 3/4' DISC FILTER RAINBIRD PEB PVC MAINLINE REMOTE CONTROL 3/4' SCH 80 3/4' PRV 3/4' SCH BO VALVE UNION I UNION FIL 2' MINIMUM CLE +A+R o o o�QoIQ o o o o o o�o 0 0n,, 0 0n,,n,, 0n,, 0n,, 0 0 0 0 0 0 0`O'o,�fYO`CT 0`Q'0`>�'0 �4P„Qfl„QP„ „4 BRICK SUPPORT 1 CU. FT. PEA M x F I,P,S COUPLING 12' x 18' PVC OR POLY (1- EA. CORNER) GRAVEL SUMP VALVE BOX LATERAL LINE REMOTE CONTROL VALVE W PRV & FILTER DRIPUNE TYPICAL DETAIL to SCALE 10" DIAMETER ROUND VALVE BOX, SEE SPECIFICATIONS. FINISH GRADE. w c� 3 0 w m m ISOLATION VALVE AS SPECIFIED. LINE FLUSHING VALVE PER MANUFACTURE IN VALVE BOX WITHIN GREEN SPACE DRIPLINE START CONNECTION MALE ADAPTER P OR POLY EXHAUST HEADER PVC OR POLY SUPPLY HEADER DRIPLINE START CONNECTION SEE DETAIL 4 OF 4 O REMOTE CONTROL VALVE WITH DISC FILTER AND PRV AREA PERIMETER BLANK DRIPLINE TUBING (CENTERED ON MOUND OR BERM) DRIPLINE TUBING LATERAL I-AIR /VACUUM RELIEF VALVE [-\-PERIMETER LATERALS 2' TO 4' FROM EDGE CENTER FEED LAYOUT DRIPUNE TYPICAL DETAIL NO SCALE 2p FEBCO MODEL 765 OR APPROVED EQUAL, PRESSURE VACUUM BREAKER, INSTALLED PER CITY OF MARGATE REQUIREMENTS AND PER MANUFACTURERS INSTALLATION SPECIFICATIONS. „ 12" ABOVE THE HIGHEST DOWNSTREAM OUTLET / IRRIGATION HEAD AND THE HIGHEST POINT IN 12" THE DOWNSTEAM PIPING OR AS REQUIRED BY I CODE. FROM SERVICE FLOW DIRECTION T IRRIGATION SYSTEM PRESSURE VACUUM BREAKER NTS SET BOX 2" ABOVE GRADE AT SHRUBS. SET BOX FLUSH TO GRADE AT LAWN.- BRASS ISOLATION VALVE 1 1/2" = 1' -0" FOUR COMMON BRICK SUPPORTS. 10" DIA. PVC PIPE EXTENSION, LENGTH AS REQUIRED. '- PVC MAIN LINE. SLIP /THREAD COUPLING. 6" SCHEDULE 80 THREADED NIPPLE. ,H LATLK MAX ' 12' TYPICAL SPACING DRIPLINE LATERAL SPACING SUB GRADE DRIPLINE SUBGRADE INSTALLATION DRIPUNE TYPICAL DETAIL NO SCALE POURED IN -PLACE CONCRETE, 120 LBS. MINIMUM, TYPICAL. d. 45 DEC. ELBOW, TEE 90 DEG. ELBOW. PLAN VIEW END OF LINE. SECTION VIEW THRUST BLOCKING 3/4' = 1' -0' IF II PVC MAINLINE PIPE PVC SCH 40 TEE OR ELL � [t PVC SCH 40 MALE ADAPTER PVC LATERAL PIPE 3" MINIMUM DEPTH OF 3/4' LU 1R. WASHED GRAVEL ,NOTES 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 2. DO NOT SCALE DRAWINGS. REMOTE CONTROL VALVE fjj 1! RAINBIRD PEB VALVE 3/4' DISC FILTER RAINBIRD PEB PVC MAINLINE REMOTE CONTROL 3/4' SCH 80 3/4' PRV 3/4' SCH BO VALVE UNION I UNION FIL 2' MINIMUM CLE +A+R o o o�QoIQ o o o o o o�o 0 0n,, 0 0n,,n,, 0n,, 0n,, 0 0 0 0 0 0 0`O'o,�fYO`CT 0`Q'0`>�'0 �4P„Qfl„QP„ „4 BRICK SUPPORT 1 CU. FT. PEA M x F I,P,S COUPLING 12' x 18' PVC OR POLY (1- EA. CORNER) GRAVEL SUMP VALVE BOX LATERAL LINE REMOTE CONTROL VALVE W PRV & FILTER DRIPUNE TYPICAL DETAIL to SCALE 10" DIAMETER ROUND VALVE BOX, SEE SPECIFICATIONS. FINISH GRADE. w c� 3 0 w m m ISOLATION VALVE AS SPECIFIED. LINE FLUSHING VALVE PER MANUFACTURE IN VALVE BOX WITHIN GREEN SPACE DRIPLINE START CONNECTION MALE ADAPTER P OR POLY EXHAUST HEADER PVC OR POLY SUPPLY HEADER DRIPLINE START CONNECTION SEE DETAIL 4 OF 4 O REMOTE CONTROL VALVE WITH DISC FILTER AND PRV AREA PERIMETER BLANK DRIPLINE TUBING (CENTERED ON MOUND OR BERM) DRIPLINE TUBING LATERAL I-AIR /VACUUM RELIEF VALVE [-\-PERIMETER LATERALS 2' TO 4' FROM EDGE CENTER FEED LAYOUT DRIPUNE TYPICAL DETAIL NO SCALE 2p FEBCO MODEL 765 OR APPROVED EQUAL, PRESSURE VACUUM BREAKER, INSTALLED PER CITY OF MARGATE REQUIREMENTS AND PER MANUFACTURERS INSTALLATION SPECIFICATIONS. „ 12" ABOVE THE HIGHEST DOWNSTREAM OUTLET / IRRIGATION HEAD AND THE HIGHEST POINT IN 12" THE DOWNSTEAM PIPING OR AS REQUIRED BY I CODE. FROM SERVICE FLOW DIRECTION T IRRIGATION SYSTEM PRESSURE VACUUM BREAKER NTS SET BOX 2" ABOVE GRADE AT SHRUBS. SET BOX FLUSH TO GRADE AT LAWN.- BRASS ISOLATION VALVE 1 1/2" = 1' -0" FOUR COMMON BRICK SUPPORTS. 10" DIA. PVC PIPE EXTENSION, LENGTH AS REQUIRED. '- PVC MAIN LINE. SLIP /THREAD COUPLING. 6" SCHEDULE 80 THREADED NIPPLE. ,H LATLK MAX ' 12' TYPICAL SPACING DRIPLINE LATERAL SPACING SUB GRADE DRIPLINE SUBGRADE INSTALLATION DRIPUNE TYPICAL DETAIL NO SCALE POURED IN -PLACE CONCRETE, 120 LBS. MINIMUM, TYPICAL. d. 45 DEC. ELBOW, TEE 90 DEG. ELBOW. PLAN VIEW END OF LINE. SECTION VIEW THRUST BLOCKING 3/4' = 1' -0' IF II IRRIGATION GENERAL NOTES 1. NO PLANTING SHALL OCCUR UNTIL THE UNDERGROUND AUTOMATIC IRRIGATION SYSTEM IS INSTALLED AND FULLY FUNCTIONAL. THE IRRIGATION SYSTEM IS TO SUPPLY 100% COVERAGE TO ALL REQUIRED LANDSCAPE PLANT MATERIAL AND ST. AUGUSTINE TURF. 2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ADJUST WATERING AMOUNTS AND FREQUENCY TO ENSURE PROPER ESTABLISHMENT OF ALL PLANT MATERIAL. 3. THE CONTRACTOR SHALL BE FAMILIAR WITH BOTH PROPOSED AND EXISTING SITE CONDITIONS SUCH AS, UTILITIES, PLAIN MATERIALS AND ARCHITECTURAL ELEMENTS IN ORDER TO AVOID CONFLICTS DURING INSTALLATION. 4. THE CONTRACTOR SHALL AVOID DAMAGE TO EXISTING TREES AND SHRUBS ON SITE THAT MAY OR MAY NOT BE .. DICATED ON THE PLANS. 5. THE CONTRACTOR SHALL INSTALL THE IRRIGATION SYSTEM IN CONFORMANCE TO ALL APPLICABLE STATE AND REGIONAL REGULATIONS AND CODES. 6. A MAXIMUM OF 50% OF THE ON -SITE GREEN SPACE MAY BE ALLOWED TO BE PLANTED WITH ST. AUGUSTINE GRASS SPECIES, CONFIGURED WITH A PERMANENT IRRIGATION SYSTEM. TURF /SODDED AREAS SHALL BE ON SEPARATE IRRIGATION ZONES, THAN OTHER LANDSCAPE PLANT MATERIAL. 7. DRIP LINE, BUBBLERS, SPRAY HEADS AND ROTORS SHALL NOT BE COMBINED ON THE SAME CONTROL VALVE CIRCUIT. SPRAY AND ROTOR COMPONENTS SHALL HAVE MATCHING APPLICATION RATES WITHIN EACH IRRIGATION ZONE. 8. THE IRRIGATION SYSTEM SHALL BE DESIGNED AND ADJUSTED TO AVOID OVERSPRAY AND RUNOFF ONTO SIGMS, BUILDINGS, WALLS, WALKWAYS, ROADWAY PAVEMENT OR OTHER IMPERVIOUS SURFACES. 9. THE IRRIGATION SYSTEM CONTROLLER SHALL HAVE PROGRAM FLEXIBILITY SUCH AS REPEAT CYCLES AND MULTIPLE PROGRAM CAPABILITIES AND HAVE A BATTERY BACK -UP SYSTEM TO RETAIN IRRIGATION PROGRAMS. THE IRRIGATION CONTROL SYSTEM SHALL BE EQUIPPED WITH AN OPERABLE RAIN SENSOR (HUNTER MINI -CLIK) SHUTOFF DEVICE EXPOSED TO UNOBSTRUCTED RAINFALL. THE CONTROLLER SHALL ALSO BE EQUIPPED WITH A PUMP START RELAY SYSTEM. 10. THE IRRIGATION SYSTEM SHOULD BE DESIGNED TO "STANDARDS AND SPECIFICATIONS FOR TURF AND LANDSCAPE IRRIGATION SYSTEMS ", FOURTH EDITION, 2000, AND ANY AMENDMENTS, BY THE FLORIDA IRRIGATION SOCIETY. 11. NETAFIM TECHLINE SYSTEM COMPONENTS SHALL BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS AND SPECIFICATIONS. 12. SPRAY HEAD AND ROTOR LAYOUT SHALL PROVIDE FOR PROPER HEAD TO HEAD COVERAGE. SPRINKLER SPACING SHALL NOT TO EXCEED 55% OF THE SPRINKLERS DIAMETER OF COVERAGE. 13. LANDSCAPE OR ST. AUGUSTINE SODDED AREAS 4' WIDE OR LESS ARE TO BE IRRIGATED WITH DRIP LINE (MICRO IRRIGATION) ONLY, THESE AREAS ARE INDICATED ON THE PLANS. 14. THE IRRIGATION CONTRACTOR SHALL ASCERTAIN THE IRRIGATION SYSTEM REQUIREMENTS FOR GPM AND PSI DEMAND AND INSTALL A METER AND BACKFLOW PREVENTION SYSTEM CAPABLE OF MEETING THE DEMAND WITHIN THE ALLOWABLE WATERING TIMES. THE METER AND BFP SHALL MEET SWFWMD AND CITY OF CLEARWATER REQUIREMENTS. THE LOCATION OF THE METER AND BFP IS AS SHOWN ON THE PLANS. 15. THE IRRIGATION CONTRACTOR SHALL COORDINATE WITH THE SITE /BUILDING CONTRACTOR TO PROVIDE THE REQUIRED ELECTRICALLY POWER FOR THE IRRIGATION CONTROLLER. FINAL IRRIGATION ZONES SHALL BE SIZED TO PROVIDE PROPER WATER FLOW AND EFFICIENCY THROUGH THE METER AND BFP IRRIGATION SYSTEM. 16. WIRE CONNECTIONS FOR ELECTRIC CONTROL VALVES ARE TO BE MADE WITH NORTHSTAR WATERPROOF SPLICE KITS (3M DBT). 17. MAINLINE PIPE IS TO BE INSTALLED A MINIMUM OF 18" BELOW FINISH GRADE. LATERAL LINE PIPE IS TO BE INSTALLED A MINIMUM OF 12" BELOW FINISH GRADE. 18. THE IRRIGATION CONTROLLER SHALL HAVE PROPER UGHTNING PROTECTION INSTALLED PER MANUFACTURE AND APPUCABLE CODES. 19. CONTROL VALVE WIRES SHALL RUN UNDER THE MAINLINE PIPE. 20. THE MAINLINE PIPE AND SLEEVES ARE TO BE SCHEDULE 40 PVC. LATERAL LINE PIPE IS TO BE CLASS 160 PVC. IRRIGATION PIPE SHALL BE PROPERLY SIZED TO A MAXIMUM OF 5 FEET PER SECOND OF WATER VELOCITY FLOW THROUGH THE IRRIGATION SYSTEM. 21. NO IRRIGATION COMPONENTS, MAINUNE PIPING, LATERAL PIPING OR TRENCHING SHALL OCCUR WITHIN THE PROTECTED ZONE OF EXISTING TREES ON SITE AS INDICATED ON THE PLANS. 22. "HUNTER" SPRAYHEADS, ROTORS AND CONTROLLERS MAY BE SUBSTITUTED FOR THE SPECIFIED "RAINBIRD" MATERIALS. 23. " NETAFIM TECHLINE" MAY BE SUBSTITUTED FOR THE SPECIFIED "RAINBIRD" DRIPLINE MATERIALS. ,, LC26000267 ''' " s" "f°*"'v 2009 Rabe itu�rcwr' LLG ou01 DESIGNED ,., Roberson , .l ;,.::., ..,..,. ,..,,.... _ , �.. _ _ :�,� , . . . . . ': and rlcoy b" Lm 4 • 09016x RRG Resource Pine Be Senior Limited Partnership PINE BERRY APARTMENTS = ; a ,` 09014 GGC DRAWN p 1, � �:.� �_�� Group, LLC VVV CIIECKEll - - 2206 Jo -An Drive � sere IRRIGATION NOTES & DETAILS M D 2 10/15/09 REV. PER CITY OF CLEARWATER DRC COMMENTS Landscape Architecture•Site Planning •Arborist•LEED AP REGISTERED,LANDS(,APE ARCHITECT DATE: + 'r 1 9/9/09 ADDED INFORMATION ON POND ELEVATIONS Q.C. 3152 Little Road, # 125, Trinity, Florida 34655 Sarasota FL 34231 LCONSIRUcTi N'PLANS ARE NOT VALID p/ / IR2 UNLESS SKI ED4 EMIR NTH NO. DATE REVISIONS APPD 08 31 09 OF Phone: 727 - 255 -4258 Email: info @RRGonline.net Web: RRGonline.net LANDSCAPE ARCHTECI SEAL BY f'_ � [t iC o.� LU 1R. Z3 fjj 1! IRRIGATION GENERAL NOTES 1. NO PLANTING SHALL OCCUR UNTIL THE UNDERGROUND AUTOMATIC IRRIGATION SYSTEM IS INSTALLED AND FULLY FUNCTIONAL. THE IRRIGATION SYSTEM IS TO SUPPLY 100% COVERAGE TO ALL REQUIRED LANDSCAPE PLANT MATERIAL AND ST. AUGUSTINE TURF. 2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ADJUST WATERING AMOUNTS AND FREQUENCY TO ENSURE PROPER ESTABLISHMENT OF ALL PLANT MATERIAL. 3. THE CONTRACTOR SHALL BE FAMILIAR WITH BOTH PROPOSED AND EXISTING SITE CONDITIONS SUCH AS, UTILITIES, PLAIN MATERIALS AND ARCHITECTURAL ELEMENTS IN ORDER TO AVOID CONFLICTS DURING INSTALLATION. 4. THE CONTRACTOR SHALL AVOID DAMAGE TO EXISTING TREES AND SHRUBS ON SITE THAT MAY OR MAY NOT BE .. DICATED ON THE PLANS. 5. THE CONTRACTOR SHALL INSTALL THE IRRIGATION SYSTEM IN CONFORMANCE TO ALL APPLICABLE STATE AND REGIONAL REGULATIONS AND CODES. 6. A MAXIMUM OF 50% OF THE ON -SITE GREEN SPACE MAY BE ALLOWED TO BE PLANTED WITH ST. AUGUSTINE GRASS SPECIES, CONFIGURED WITH A PERMANENT IRRIGATION SYSTEM. TURF /SODDED AREAS SHALL BE ON SEPARATE IRRIGATION ZONES, THAN OTHER LANDSCAPE PLANT MATERIAL. 7. DRIP LINE, BUBBLERS, SPRAY HEADS AND ROTORS SHALL NOT BE COMBINED ON THE SAME CONTROL VALVE CIRCUIT. SPRAY AND ROTOR COMPONENTS SHALL HAVE MATCHING APPLICATION RATES WITHIN EACH IRRIGATION ZONE. 8. THE IRRIGATION SYSTEM SHALL BE DESIGNED AND ADJUSTED TO AVOID OVERSPRAY AND RUNOFF ONTO SIGMS, BUILDINGS, WALLS, WALKWAYS, ROADWAY PAVEMENT OR OTHER IMPERVIOUS SURFACES. 9. THE IRRIGATION SYSTEM CONTROLLER SHALL HAVE PROGRAM FLEXIBILITY SUCH AS REPEAT CYCLES AND MULTIPLE PROGRAM CAPABILITIES AND HAVE A BATTERY BACK -UP SYSTEM TO RETAIN IRRIGATION PROGRAMS. THE IRRIGATION CONTROL SYSTEM SHALL BE EQUIPPED WITH AN OPERABLE RAIN SENSOR (HUNTER MINI -CLIK) SHUTOFF DEVICE EXPOSED TO UNOBSTRUCTED RAINFALL. THE CONTROLLER SHALL ALSO BE EQUIPPED WITH A PUMP START RELAY SYSTEM. 10. THE IRRIGATION SYSTEM SHOULD BE DESIGNED TO "STANDARDS AND SPECIFICATIONS FOR TURF AND LANDSCAPE IRRIGATION SYSTEMS ", FOURTH EDITION, 2000, AND ANY AMENDMENTS, BY THE FLORIDA IRRIGATION SOCIETY. 11. NETAFIM TECHLINE SYSTEM COMPONENTS SHALL BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS AND SPECIFICATIONS. 12. SPRAY HEAD AND ROTOR LAYOUT SHALL PROVIDE FOR PROPER HEAD TO HEAD COVERAGE. SPRINKLER SPACING SHALL NOT TO EXCEED 55% OF THE SPRINKLERS DIAMETER OF COVERAGE. 13. LANDSCAPE OR ST. AUGUSTINE SODDED AREAS 4' WIDE OR LESS ARE TO BE IRRIGATED WITH DRIP LINE (MICRO IRRIGATION) ONLY, THESE AREAS ARE INDICATED ON THE PLANS. 14. THE IRRIGATION CONTRACTOR SHALL ASCERTAIN THE IRRIGATION SYSTEM REQUIREMENTS FOR GPM AND PSI DEMAND AND INSTALL A METER AND BACKFLOW PREVENTION SYSTEM CAPABLE OF MEETING THE DEMAND WITHIN THE ALLOWABLE WATERING TIMES. THE METER AND BFP SHALL MEET SWFWMD AND CITY OF CLEARWATER REQUIREMENTS. THE LOCATION OF THE METER AND BFP IS AS SHOWN ON THE PLANS. 15. THE IRRIGATION CONTRACTOR SHALL COORDINATE WITH THE SITE /BUILDING CONTRACTOR TO PROVIDE THE REQUIRED ELECTRICALLY POWER FOR THE IRRIGATION CONTROLLER. FINAL IRRIGATION ZONES SHALL BE SIZED TO PROVIDE PROPER WATER FLOW AND EFFICIENCY THROUGH THE METER AND BFP IRRIGATION SYSTEM. 16. WIRE CONNECTIONS FOR ELECTRIC CONTROL VALVES ARE TO BE MADE WITH NORTHSTAR WATERPROOF SPLICE KITS (3M DBT). 17. MAINLINE PIPE IS TO BE INSTALLED A MINIMUM OF 18" BELOW FINISH GRADE. LATERAL LINE PIPE IS TO BE INSTALLED A MINIMUM OF 12" BELOW FINISH GRADE. 18. THE IRRIGATION CONTROLLER SHALL HAVE PROPER UGHTNING PROTECTION INSTALLED PER MANUFACTURE AND APPUCABLE CODES. 19. CONTROL VALVE WIRES SHALL RUN UNDER THE MAINLINE PIPE. 20. THE MAINLINE PIPE AND SLEEVES ARE TO BE SCHEDULE 40 PVC. LATERAL LINE PIPE IS TO BE CLASS 160 PVC. IRRIGATION PIPE SHALL BE PROPERLY SIZED TO A MAXIMUM OF 5 FEET PER SECOND OF WATER VELOCITY FLOW THROUGH THE IRRIGATION SYSTEM. 21. NO IRRIGATION COMPONENTS, MAINUNE PIPING, LATERAL PIPING OR TRENCHING SHALL OCCUR WITHIN THE PROTECTED ZONE OF EXISTING TREES ON SITE AS INDICATED ON THE PLANS. 22. "HUNTER" SPRAYHEADS, ROTORS AND CONTROLLERS MAY BE SUBSTITUTED FOR THE SPECIFIED "RAINBIRD" MATERIALS. 23. " NETAFIM TECHLINE" MAY BE SUBSTITUTED FOR THE SPECIFIED "RAINBIRD" DRIPLINE MATERIALS. ,, LC26000267 ''' " s" "f°*"'v 2009 Rabe itu�rcwr' LLG ou01 DESIGNED ,., Roberson , .l ;,.::., ..,..,. ,..,,.... _ , �.. _ _ :�,� , . . . . . ': and rlcoy b" Lm 4 • 09016x RRG Resource Pine Be Senior Limited Partnership PINE BERRY APARTMENTS = ; a ,` 09014 GGC DRAWN p 1, � �:.� �_�� Group, LLC VVV CIIECKEll - - 2206 Jo -An Drive � sere IRRIGATION NOTES & DETAILS M D 2 10/15/09 REV. PER CITY OF CLEARWATER DRC COMMENTS Landscape Architecture•Site Planning •Arborist•LEED AP REGISTERED,LANDS(,APE ARCHITECT DATE: + 'r 1 9/9/09 ADDED INFORMATION ON POND ELEVATIONS Q.C. 3152 Little Road, # 125, Trinity, Florida 34655 Sarasota FL 34231 LCONSIRUcTi N'PLANS ARE NOT VALID p/ / IR2 UNLESS SKI ED4 EMIR NTH NO. DATE REVISIONS APPD 08 31 09 OF Phone: 727 - 255 -4258 Email: info @RRGonline.net Web: RRGonline.net LANDSCAPE ARCHTECI SEAL BY f'_ TREE INVENTORY LEGEND 60 TREE ID NUMBER Q GENERAL CONDITION RATING I : I APPROXIMATE EXISTING CANOPY I I -, I General. condition determinations base.d.on the following: I'll - vet - W 2! W > 1`� < I A` I Ri"'111 - 11 I - 't " 71 < I = (D = >- < �r I U- 0 1 1 3: 0 M - C, 00 - . .. . - . 1 ".1I . .111 ... � . . . � . . .. ... ..... . . . . . ... . . . . Highly Visible Factors Considered- -- - - I - --- - ill -, � I � - Canopy - - �I �1m1 I - I I I , # " Tree Type ' Genus/ Specles General overall Canopy Amdunt.of Structural luctural Defects of Pests Extents :of decay , Co I ndition. vigor density deadwood I trunk, . scaffold branches q : : : : . . 1.,.1.1.1.1.1.1."...... ..I ..........1.1.-..I..- ... . - . ... � .,%�. � �.�..�...-...�..�. .�1.� ., . . .......... ...... .... .. .... - . I �.".."..��.......�..�.".."...�.,.�..�. .�,�"- "� ........ ..I . ... . ....... ......... . .......... ........ . -. .. .............. --- Dectine/Dead - Severe -11111-.��- - targe�.Major .. .o,. w-.. .d Gaol . . ...� . .... .� ' ' - k - d Major- conks an I I . 20� 0 1 . Evidence .d failure Infested . � : It � I 10 : ... : ........ t.--.-� ........ w .......... I... .. ,- i 1 Decline I" t : 30 1 i -1 ...... 4��4� ... .� .... �� .... , ........................... ... I .......... scoffold brahches I - - Cavities. I - I . . : : � : 8 . . I ..... . � .................... I � I F1101' ........ .. � ......... Tvvig and brarich � . : � I . . � 80 � .... � ........ � .... � ... � . ........ infestation C),'f Qne,to a few coh.ks. . I . Pear- 2 Dedininp . , .1 2G-60% . dieback major - - significant pe.;ts . . . sh)i AI cavitie-5 I . 111.1 ....... .... ..... q�- ....... �- ...... � ..................... ........ .... s ................ s ..... �q- ...... ------ ... q .... --- ..... --- ...... . - I .......... as ... ........... : � � 6 I : : � ........ ..... . . ..... a ... .... a .................. Live Oak p-......-.-.f..-.-.. '... � I I'll � � I ....... -,... ...... .... -� . .... .. I Present at.pfuhing Fair - 3 Low 60-80'A Email twigs . Some Minor -,----"-- . . wounds -1-11111- - ---- - --- --- � -1--11111-111- . - -.---,----"---" . , 1. ---- - I . 'fig Present at 111 Good - 4 Good . 8Q.- 10CY�16 , . . Littl e oF none Mi Flo f. Minor --- - 'Ptu . - wound" --- .. I I Sabal Palm �.....1, i � : * ... ......, ............................ ..... .............. .4 .. ..-� - None or I Excellent - .5 L-- Excellent. - 1pq% Nolle . None Ins I ignifj�ant Ab�ent - .:l BASED ON"TREESAND DWELOPMENT'%. MATHENYCLARK, 1998 , -, , , ��Kk*':""`-k ..... \ ....... -zz-,-,-,w ........... \ ............. � \��,��' 1�;".�'\ �\',-,,' I 11 t , , , ... M N 1111111"y',"g, \ --, " z ,:,�, -., �"1'111H'i .. .... 1-11,111,111, ,�\\\,� ................ - I - �,, ,� ........ � --111 - - lt,,,\ .... I - ..... , •� - �,,11 � -, -Nx ,, , , 11 , . . - � . 7 - , . , 11 , ......... � t �p, I. i�- z t , 1-1 I - ., il 1". - .. ..... z - lz� , I I z ; I I z I - t z I :,3;:, z z 3 t z ""' , "N" z t --1k I t I t t t � t � I . I Z, - it it .11111-11111-------1 - I , t� . Y ,z z tt z , � I I t , I � z , � < , I I I z I I �1`11 I \ II I I 4 I ­ 11\ , - z - � I I -, 11 I '- , t , � , , I 1.1111.1111.11 ... 11-1- S��-11%"," ---"" ............. ,"',q-, � t , I 11 ...... �)� - i t" . - ...... -111-11', " ....... :.,�'.""",: ........................ � � ;. ", ...... ; � ....... t ....... "-.- " Otk 11 �1111 - � . ........ i:, - I -..",", ", k ............ - ..... --- O, , :t tH- k 11 I It, ,_ . ....., - g I ,- - tJ , , 111111111-11 ""."', � . .. . - . 1 ".1I . .111 ... � . . . � . . .. ... ..... . . . . . ... . . . . � 4 ... i1 .-* ..15.. ..,.w,.........$,, :.... . ......... 1 , 11K-1-) - 1111 � 111• - 1 .. I BARRY STREET 60' RIGHT-OF-WAY 1 7777�- ............. � .......... I.- I .. - ........ ­­ . .... z .., \ .,.". ' '-- -- -- . ..� 1...".I"� , .z t - . , ., . .... .:.\z \t. :M , , . .,. i . ....... . ....,... � I 1,M, ,-1 � "a R . N ..�,11 ti� ,,, �\ - . 1 ,���i -,, 1 /11, �% �- . - .k � 0 ,t .. : . 1 \.1 . , I W"L . , , - .., . z z \�� ------- -,- ..... . -za--7a \ 0,�z t, zz- ........ t z it, . ................ . iL ,, - z 11-ti,� z ,,\ 4 7 --, z -- -it JI - I " , , , I , : , I t.1t . I I , : z t I I z t I z z z t z z z I t - �", z 10 t Qt I F201 z, ; z ILL - 7W z ... 1 , 1 t - � .-..;t.�.t .� ` t."t. . " 'n.I'-. t . - . .. . 1 1 iz , (2) t i z z I z z I I z z z DI z i (@ I t, ... � . . . � . . .. ... ..... . . . . . ... . . . . 1 I . . . . 1 I . . . . . . . . .11. . . . ,.. . � . I � Diameter r. Beeast 1 1, w I'll. I% . - ill -, � I � - Canopy - - �I �1m1 I - I I I , # " Tree Type ' Genus/ Specles : . ; . . Height (inch fS) .1 ...1.,.1.1.-.1. Gene Conditio e Density (%) m�� e- t- s C- nI o I I 4 , t , lb.� 3 -. 3 1 t : .�. . . b....a.. ...t .I . ...a.. l-m - 11111-1..- ....... --. ........ .. % . . - I. -I 111- .. . ..... ��,.,�.I.Il�'.I .� '�..,.,-,��-11��..I ,,..-...- . o...- ... . .... ........ G........ ..... ." . .I .� � 4 � . . � , .0 ..- ." ..-.",1,-.,.�.I ..-- ..---- --- - .-... I'.l-8l� , .. 1. q : : : : . . 1.,.1.1.1.1.1.1."...... ..I ..........1.1.-..I..- ... . - . ... � .,%�. � �.�..�...-...�..�. .�1.� ., . . .......... ...... .... .. .... - . I �.".."..��.......�..�.".."...�.,.�..�. .�,�"- "� ........ ..I . ... . ....... ......... . .......... ........ . -. .. .............. D44 ®: . ... � ---� 2 ----5..a....- ....P.. ,� ............ S bl Palm . .. : . . . 1 .. ............. .... ..-....I,.'� .l.l .. .. .o,. w-.. .d Gaol . . ...� . .... .� .� .... .. . ......... .-.- ...... 4 .I .."."........."......�..... - . . 80 . - .I . 1..... 1 ............ . .. .. ". .. ........ ..... ......... . .� . .. .. . ..."...�."..,. : : : : : I 1 . .. � . 1 I,...-. ..-. - . ..- . - .- .. . ... .I . . . - 1 §b- \ �11 ,1 ....... .3 . . : :., : .... .- ... Laurel Oak . - � ; aa .. ..- . .... . .. f � � , ,- .... , ... � ...... . ..... � ..... -1 ........ ............ . � : It � I 10 : ... : ........ t.--.-� ........ w .......... I... .. ,- i Po6r .... � I � � ..... ...... � ........ m�.. � I . . . � 2: � � ... ............ 6 ...... . " I" t : 30 1 i -1 ...... 4��4� ... .� .... �� .... , ........................... ... I .......... . I . e resent MiAleto :0 p .............. �� ...... ......... .......................................... � .. ...... I ........ .-- ..... .j0.A 4 5 4� , . g .. -I ' ........... .... ; . . � � 4 � - ...... ew ... ...... I . ..... ..... ..... � ...... Laurel Oak � I i I . . : : � : 8 . . I ..... . � .................... I � I F1101' ........ .. � ......... I . : 3 . .......... � ..... � ........ � . : � I . . � 80 � .... � ........ � .... � ... � . ........ . � : . structure issues with space, : .11 . . � .� : � \ . 4 6� , : : .............. -1 ............. . . : I : ` . : . ; 5 � s.� ...... ;� ......... ... s ........ � ......... Sabal Palm . I . � : . � .... ... 1-11 ................. �.''...... - ... ** ...... . ... * .. .. .. ..... . ; .................. : : . . ; 10 ; - ........... �-� .... � ....... s- ........... -w-- .................. Good m ........ - ........... � .................................... ,. I . 4 . � 1 . 80 : . � ......... - .... - ...... � .......... � ............. �-1111 .... I . I . 111.1 ....... .... ..... q�- ....... �- ...... � ..................... ........ .... s ................ s ..... �q- ...... ------ ... q .... --- ..... --- ...... . - I .......... as ... ........... : � � 6 I : : � ........ ..... . . ..... a ... .... a .................. Live Oak p-......-.-.f..-.-.. '... � I I'll � � I ....... -,... ...... .... -� . .... .. : . � i : � 6 t 9 ,�,6 . ... j ..... . ��- . .. ... ..... ---.- . .Fair . .... ....... � ..... � ..... . :� � 3 - . .1 �� ... 1. 11...� . i I : � :60 . � . ... .. 1. I -.1 �-- -: .............. ... ����.�......,.��......,....................... - .. ....... I . . .............. .. . .,......'"',.", I...��I.I.I...�j.,.,..."."�.�,I ....... -111 ..... �--- � 11 1- - - . . ; . . � t g47 i..... ; . . - ... I . ..... . .... . L e O. . k � ... ...... I .I... I .. s . .".9 . .., .... . .... ...q-..-- I .......... ... ....... ..... 1-11 .. w.- . s 4 . . . . . 0 ...... . .. . - . . .. . ..�... .. .... I..'. l.I ..'.... -.1.....- .. ... 11, z \ " 0 � ...- . .. . .I ..1- ...9 8 :%�� ...--. �1....; . � . .. - . ., . � ...."a.1.. . . . Live Oak .-I .. .,..". I . : :. � 7 air . 3 . . I ; 1 60 : . . . . : . , . .. I I Sabal Palm �.....1, i � : * ... ......, ............................ ..... .............. .4 .. ..-� ........ i s . � 3 . .. .. .. . .. . ........ . ............. . ........ .. ....... . G99d ..G.... . 4 ......... - . . . 1. : .. 80 . . .. .... � : .. ..I .. .� ........... . . .. � .. .. I .8.... - I .. -.- -d d.- . . ........................ .... ..1,...".- .I . - . ..."................ .,.�....... 1111......... -...,1 ro 11 V ... ..7 . . � -. * 0 ...i *.*.v* .... '.*.l*.l * " Laurel Oa k ........- . . .. 11 ..1 : . � ............- ... ... .. . .....- ... . - .� . � i I t ; I . - o I .... -111 . .. . �� ,. . . ..... .I .. .o.... ..o...... ..d ..... .......... Poo. ... � : � .. . I I . � . ... 2 - -. . - . . : .... i. 3Q - ... . ... . -. . ... .� . ... .� . ..% .% . . . ,.....�..",....".. Poors uqture, powerline prnng . . .....-� . ... .. . .. . . .. . I .. . ........ . ....� . ... . . �..�...�.�.... ... .I " . ....�....... . , ,... . . .... �� . ....... ....... ., . ........ . - � . � 11 : ........ "- -1- Saba[ Pa in, .. . ... . I .. .. ... I .. I ..- ....... : I : 12 - - � . Good i 4 . . . 80 . : ; . �- ... . 1-- %% % .... .. .... I -.... .. .w . , �.... - 1- � - - � .,.- .l.. . ..-P. �.1.1a, -- ... : .. . . .. . .......... ....� � : : .. . � 1 . �� ...... � ....� . ......1- 2 o�I - .� ... .I ..- ......... ...- ..o.... ..- " .-- .- . . 8...I � .. .- . .. . . -- ....-1-. ... -.- ......1 .. : : . ; ; . w .1 � . .. .. . .I . . -- .... . ...� -....... q. ... ..I ..­ s1 - .. .. ... ............ .. ... .. �... �. .... ............ . s...o� �..........-.. ... .......l.... ... .... .. ...1.1...1..... .... ...w......... ..� ......... ......r. ...o.....­. ...".....1".....e ..".1...1...'.-. ...... ..........ip.....-........ ..... ...'.1 ..... ...... .. ....".. ........ .-1.- ........ ............. . 111111- -111111111. X � t � t : 27 t * 60 t �,,, .. 13 ...-.. Sa ba t Pa I I I 12 .. .... - ..... 6 Od . . 4 So . .. 1.. .. -..... : : ; : i . .� . . . . . . .. ..�...w.,...l.. . .. - ..-...t. . ."s.. .......... - ... ......-.. ..... ..I .. ....... .. ........ ....� ......,...u..... ............ .. .1.� . .,. ..1-.I .2 ....., , .. .14 ...-..- .. ...S... . .. Laurel Oak .. .... a ..� ........ :; 1 . � ... . . .... ............... ..... . 14 .1. - . ....... ....... ........ ....... P oor I ........ ... � ..- .:. : - .... .-.. .... 2 -..-. --- -A --.- -.-.- 30 -.......-.......-......- .- . ...- � . . .- . 1..� -..- -..- ................. : ; : : ! : : r u . . o . .. . s e.. ..... .l . e......I .- . . . .w .�.. .� . ..r i.... .- - � - - .... ..j... n. 1....-i..... c.. .. .. .. s. .. .. ... p1... .. .. .. ...... ...:- . . .. 15 f .. ... .... Sabal Pairn ..b.... . . .... . 12 ... . .... .. . . ... .. . .. .....G........ .s. Good .. . ..d .m � 4 . ... -..� ...-. ..... ..�. 1 . 80 - ..0 .w... .r�. .�...(- -....n i : ; t : .,. . .1.w,.. .... .... I . .... . . . . .� I 1 .... 1 .'...�.,...� -... . .1 . . ....... ........ .. .. 1. 1. 16 .... . . Sabal.palm , . �- . � : -,� �... � ... 14 ... w . . .. -.--2--..... Good .. . - �.� --. -.. . .. 4 .. . .1..� ... . .... .. ... ..� . .- . .... � 80 .. � . � - - ...� .1 ....... .. .P . : : : .1-. .1 . ..I � , . . % . . ....1.- ..1.. : . s q - - .. .. .1., ..� .. ... 17 .. ..1.. ........a....I I .....a..'. . -t - .m .. ...., . ... Labr61 Oa k ........... . . .- . .. ....................... : I 10 . poor I , 2 30 ,- 1.1. .r .9 .. .1,-..n Poo� structure, power i ne pruning � : : . : : . . . . . . . . . . . . . . 1 ... ... 1 1- . .- - " : . . - ..........1S.. b. . . P... .: l ..m .- .. ........... a.. � . ; � : : -.'.1- .... . �.-,-......1. .- 1- --- .. . .. . ­ - ­..d ...G..... .�- .-. 7 1- - 4 . ..'.... -� 8-1� - 0 : . 4 - - �s.%..- -�%-%- �%%% -%u�n. I1l \- 1 1 .-I-1111 . .... ...... -- � .... N-.b 19 . ... ­ .a.... Sabal Palm .. 1 : :,-. ---111111 - ... , .%- .o-..-. Goo d --.- . .o.. . .. � .- . . .. ... -. :, ..1.- 11- - 4 I 80 .�.��. - . - ... . ... .P.. ..r .-� .. . ..� . .%. . I .. ." -, -%p....* .f ....*- .. .uI-. ..o-o ...p,.... ,%..%.o%�%"%- .w& I I . .......... . . .. i 20 : 1..... . . 1aaaa­l -.. --.."...1- Laurel Oak ...... .... . .--.- I ; 1i . ...4 . ----- .. ...... . - 1. ....- � Poor .... . ..... . . . - � I 2 ,01-- 30 I c%.� -.,r.,-..e ... %n.%.%. %..%e i.....n..... . g . tr-� %t- u%'�I% . - - . -I - % %.%..%..%.-%....%l. %.%i % %. . ,111,111, ............ � ,. .. .... . .- ,, * ... 2 '...)i.. ...... .. .. . a. l .. .. -.....- l..m P..-..... .. �. � ... - . ..... .. . 1 - .. . o� .......... .q.- .. : 1 - � . - - , -- 8... . � I - . � - . . . - . . . .s .. . ... .� �.- .1 ..� ...... .. ... ...... ... ....................... .....-... ...... ......i ...� ........ ..1.. ..... ...................... ... ...... ...... ..... -.. -.... ............. �..� -.. ................................. ......... ..: . �: : ... ....I 2 2 � .....� Laurel O a k ... ....... .. .... ..1..1 ...... .. . I ..... 9 .. . . ... .. - .... - .....-... .... . Pead .... I . . 0 -. . .... - . .. . . .- ...... . .I ....................- . ..1. ........ . .... ... ...I .. ....�.. ....I ... ...I . ...p.. ... .. ... .. ....... .. ... ..I ... .. .. ....w....w.. .. .............. ......-........- ..�...,. ....-......,... .. I : ... ............ 23 ...... ... Sabal Pa �- I i : i...� ........... . .-. ...:: I : .. .. . ........ ......Good ..... ..G. .- ..... .�.".o....".. ... . I .. .4 I ....� .� , . � � . I q . ...j... s- ... ...�80 . ,. ....�. ....... ,..�.... . �.........- .� .. ... .. .......- ..... .�: ,. ..I ... .. -..... .... .. ............. ... ... .... . .� ...... ., .....,....- . . � ... � ..................... . . - .. .. . ....1 . ; ...........-... ....- ........... .. .. .. .. .. .. .. 1..:.I .: . : . . � � 24 .. . .hm ... ..� .- ..I : .. ..�".. .a. Laurel Oak ..... ............. .... : . . . 12 . -.... . .. Poor . .... I . . ..W.. . - I 2 . I 30 .. .... . ..... . ., . ..s . ,� .. ..�..�........ ... .-I ... ..� ..� ..j....-..... ....... Poorstructo (e, ppWerl ., ne prj nip 9 ... . .. . . . .I . . . . . . . .4 . . .. 2. � ... , . -a: . I . ...b.'.. ..... .. .. ..... .. . - a P l - : . .............. . ............ wq ......... ,--.1-1: � 1 I .... . ! ........ � .............. - ...3 11.-- .i . Good .........d . . .� .. ... ... r.-... - 1 -.1. � ..- , ... 4 ..-. ��.�... �....�...% �.. . . "...,...- ...�0 . I I : : .. .-II .-..1 ", "- , ....". . 80 .� . ... . ,� . .. . " " .... ..................................... . �.� .. ....... -. ... -.. . ..- .... . .. . . . -j . . . - . . ... � : : 26, � - : .S..... .._. Saba. PaJn� . . . , - ;Wq- t : ... I. : I 10 : : z Good . : . 4 - I . ..... 1-1 .... � .I . I . . . . . . I ' 80 q . - ....... I .......... ... � ... I ..... I ...... �: ........ � ........ � ............... �- .. ...... 11 ... I .... � ..... I ....... ........ �. ..- ............ I ................ ...... .......... I ... � ... � ..... - . ......... I .... I-: : z : : ....... I. I-: : . . : 27 : ; . s.......... .... I ........ 11 ..- . � L��I.h�j Oak --: . .... : . ....... .....'.....- � t � - ... - - . z : . . 1i � -1. -... -� .. I-.- 1. --.-­-� Poor ........ --:.----1--.. . . 2 -.-.. - . . ...... � . i, ' . I :30 � w . i - -...--.% ......... I.- .... � ...... � ... .... �%. .. �.­.-----. . . . . . , ., : . I r hirl I 0 t , Ji P or wuc 0re � , g I I . . power ine - pw . . - *-.-.- -- � .... -�� ..... �� ..... �--- ... ��----�--- -.1 � ...... .... --- ..... .. .... .. -- ... : .... . : . . ... .... : ; :: , : 28 .. : : : �-- .. ........ ��.. i ..... ...... ..... Sabal ... Palm . . ................ . . . �...... I : � -1.11k--11- .... I 1.1-1 -- ---.11-111- -,,,;,,-"-".-.,-I q . : . 12 a 1-1 - � --11 "....", 1-1.1'.......-....."I".." Good .... i� .... - 1-1-1.z.1-1 I I 4. .. .............. .. � ' : i . 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I �- - �..... -.� - -- , ,- i I - t Q I -- 'I 0 0 30 60 90 feet SCALE: 1" = 30' Ri99 nmi Gro%qN U.C. JOB NO. I may n0i be U804 1 7 & K; 09016x RRG JfjJ - 09-014 GGI F.R. . 'illi I , 11? - S I ' A.-CHIrFECr #1481 -- - 1-0 JFL-1051A APPI) 08/31/09 ` I 5 ARE W VALID TIN- BIBOSSED NM NO. DATE. REVISIONS Mi 1 By VECIF'S SEAL - I I I -- .. L �7 : I '. i I , I , 0 30 60 90 feet SCALE: 1" = 30' Ri99 nmi Gro%qN U.C. JOB NO. I may n0i be U804 1 7 & K; 09016x RRG JfjJ - 09-014 GGI F.R. . 'illi I , 11? - S I ' A.-CHIrFECr #1481 -- - 1-0 JFL-1051A APPI) 08/31/09 ` I 5 ARE W VALID TIN- BIBOSSED NM NO. DATE. REVISIONS Mi 1 By VECIF'S SEAL - I I I -- .. L �7 : I '. i I , I , �7 : I '. i I , I , , . I. a CC r11 6� N 0) C C N Lc) N \ au m 3 > w tr I— co 0) i ul LO ro z_ I / 1 . '1R' P o a BP 0 Z Q J m 0 S Y M B O L L E G E N D + 25.25 al 2 25.2' UIN (C) = BOUNDARY / RIGHT -OF -WAY LINE BP = x • = 0 pA = n I NW. CORNER OF BOX, ELECTRIC UTILITY SECTION 23 - 29 - 15 BOX, ELECTRIC UTILITY (TRANSFORMER) [111 = BOX, TELEPHONE S89'03'1 YE 1374.07' DECORATIVE LIGHT POLE 25.77 ELECTRIC OUTLET �a.€ h„I, n o tt FLAGPOLE 11 rl 141 1I Str4.,>' +11 r = METER, WATER "' 1p314 l�l�+t Ili Ir1}yIl Y , I , W r U 11 t} s',} ili�ls }r, try }1r ! 4� +rrrl r,. W 1 . '1R' P o a BP 0 Z Q J m 0 S Y M B O L L E G E N D + 25.25 = POINT OF ELEVATION 25.2' = DIMENSION FROM BUILDING TO (C) = BOUNDARY / RIGHT -OF -WAY LINE BP = BACKFLOW PREVENTER • = BOLLARD or POST pA = BOX, CABLE TELEVISION [EM = BOX, ELECTRIC UTILITY ❑ = BOX, ELECTRIC UTILITY (TRANSFORMER) [111 = BOX, TELEPHONE A = DECORATIVE LIGHT POLE = = ELECTRIC OUTLET ry� =FIRE HYDRANT �-'= FLAGPOLE - 8 "CLAY — — 1 "X1 — �� — 2 8 CMP 12° 1s" — S89 0 7.91' a ° 28.30 28.35 p . PARCEL 1 SOUTH RIGHT -OF -WAY LINE _ to” J � a il 1 Ii eo N Q � I oci" [— N r I� Q W a i U ' & �Y . X , 28.94 FU 30.13 30.11 FOUND DRILL HOLE . 31.1, N 30 15 0 30 SCALE: 1 " =30' m w m _ v 'SY L E G E N D A/C = = FLARED END 5ECTION 0 = METER, ELECTRIC( (C) = = UNDERGROUND CABLE TELEVISION MARKER Sws = JNDERGROUND SANITARY SEWER WARNING SIGN ® = GRATE INLET FG-m] = METER, GAS Cw5 = UNDERGROUND CABLE TELEVISION WARNING SIGN WT = 'UNDERGROUND TELEPHONE MARKER CPB = = GROUND LIGHT ® = METER, RECLAIMED WATER Z = UNDERGROUND ELECTRIC MARKER Tws = UNDERGROUND TELEPHONE WARNING SIGN F = GUY ANCHOR 0 = METER, WATER Ew = UNDERGROUND ELECTRIC WARNING SIGN j l TER MARKER * = LIGHT POLE, CONCRETE r7=j = MITERED END SECTION )1� = UNDERGROUND FIBER OPTIC MARKER wws = 1)NIDERGROUND WATER WARNING SIGN * = LIGHT POLE, METAL Mw = MONITORING WELL pw5 = UNDERGROUND FIBER OPTIC WARNING SIGN c-@__, = UTILITY POLE, CONCRETE * = LIGHT POLE, WOOD ® = PEDESTRIAN CROSSING SIGNAL 0 = UNDERGROUND FORCEMAIN MARKER -Q_, = UTILITY POLE, METAL MB = MAILBOX 0 = SANITARY CLEANOUT Frw-si = UNDERGROUND FORCEMAIN WARNING SIGN -a, = UTILITY POLE, WOOD EE) = MANHOLE, ELECTRIC O = SCHEDULE B -2 ITEM = UNDERGROUND GAS MARKER cv p0a = VALVE, GAS © = MANHOLE, GREASE TRAP ® = TELEPHONE RISER cw = UNDERGROUND GAS WARNING SIGN RV p0a = VALVE, RECLAIMED WATER Q = MANHOLE, SANITARY SEWER , = TRAFFIC SIGN = UNDERGROUND RECLAIMED WATER MARKER svm,1 = VALVE, SANITARY Oo = MANHOLE, STORM SEWER Ts8 i = TRAFFIC SIGNAL BOX ®= UNDERGROUND RECLAIMED WATER WARNING SIGN wv PCa = VALVE, WATER (D = MANHOLE, TELEPHONE Ts = TRAFFIC SIGNAL POLE = UNDERGROUND SANITARY SEWER MARKER @ = WELL = CONCRETE PAVERS 4:.'•'. :'a = CONCRETE ® = BRICK 1 , > „' +J = ASPHALT 52.15 =BACK OF CURB STORM CURB INLETS 51.63 = EDGELOF PAVEMENT 2 /(1\1 J 'IT U 2101tt,..a. � , ,,,.x . ,, „ ,, ,, _ — V - 8 "CLAY — — 1 "X1 — �� — 2 8 CMP 12° 1s" — S89 0 7.91' a ° 28.30 28.35 p . PARCEL 1 SOUTH RIGHT -OF -WAY LINE _ to” J � a il 1 Ii eo N Q � I oci" [— N r I� Q W a i U ' & �Y . X , 28.94 FU 30.13 30.11 FOUND DRILL HOLE . 31.1, N 30 15 0 30 SCALE: 1 " =30' m w m _ v 'SY L E G E N D A/C = AIR CONDITIONER UNIT BLDG = BUILDING (C) = CALCULATED DATA CCR = CERTIFIED CORNER RECORD CLF = CHAIN LINK FENCE CMP = CORRUGATED METAL PIPE CONIC = CONCRETE COR = CORNER CPB = CONDOMINIUM PLAT BOOK C/T = CURB TIE (D) = DEED DATA DB = DEED BOOK DIP = DUCTILE IRON PIPE 28. MlvhlI 3 1 O Elf N\� P' a_ O \' w z J 731.113z1____ +31.65 8" 2. 0.7 �" N / o. .s' NISHED FLOOR/ EL = 32.1 e 1. 12 12 "X18 "CMP %ii' .' ;'r 627.78 ,l: O.Rs e2l 4r ,1e a �+ a 30 28' V. GJ 0'N 3P.65 ' 30.33 .,2"D F: 1 • I NISHED FLOOR "' .3 �- 2.85 EL = 33.4' ZONE AE BUILDING HEIGHT 19.3' j ° ° FINISHED FLOOR , 'j EL = 33.4 BUILDING HEIGHT 12.3' 1225 HIGHLAND AVE ONE STORY MASONRY a 3 35 33.1 5 i . L'� i C 3 .7 yy 1 fit ll: ° N( t 1 :T , l I h m a � h. It ,k (I , , : 55 26 W 1 � S89 , ,r I ' i 3 3 l , r 9 } t r 2@ I 1 4 �.I r �l I( :, r � I � 2r .. 1 , 2 r � 9g , / 3 � ,., � ,,. ..,. 1.. a ,. r, 11 , I 1 , t 1. , r i 1 I II M rl 1 a I[ (:, IG � J , I 1 i r 1 J U i I r , t 4 } , I i 33. 3 4 t u R , r G t r Z l r, 5 5 I 1 u, t 1 , l i 1 i� . ! k 4 i it V I � I r I V ¢ I t S1 I « I I r kdl r , , , ii i PARTY WALL AGREEMENT � , }i r .I i r t 1 3 1 c . , ., ,. � . . ... .:.. . .. .. .. a..,.. .,.. ..,. l ,. ., ... t 5.,. r„ S,, 1 , � ti. tr .. y +., ., , :, , h,,, r:, 11! �.:; r „r !t .,s. 1 } :.: ;11, O.R. BOOK 5295 PAGE J5 t x ( t l 4 , ( ? i t ,i 1 1 I I I 11 1 I t v , I I, r 1 ! I I„ 1 r tl t. , s , ,.1 I 1 r p I r, I, s 31 3 7 1 9•,1'18 3`8 8 r 3 3 233 2 t 1, 3 7 31174 31 6. 3 1 2 0 6 M I 1.i �l 9i I � .. J.1',. 'i�. r I I. I. r n ,E .::ao •,U I tilt is -'"' >t,r - ,i �,. .: ,. , -:.: ,..,. :,,,I FINISHED FLOOR +31.74 +31.86 +31.99 +32.27 VICINITY MAP 1,11 ,f.l, c- ,v5'44 r:, -- 9 1+ liil'1llliy4� +lilunl +t(rylll }4r, § jql ri,:,Yn }irlllrl {i, 111')11'4'1:ll'3U7t7'yl,. 30.48 1y 1 Iir:ol, S 032;A 3D.4 12 "X18 "CMP 30:os r's+'t111,grltti$Srrt ;,,(hial,rd l a4 63 I � I} ,I ,! 1° „ rrtr' il+ } {lr` }11r''tg'rtr'li,rlt,,rr, ?' 30.9s 30 85 +4;11} s l!,I� ll fyl, (1',,1;1 si, 191' 11�j x,3.1,: .30.34' . . 11�11{,,i }�f (Il} it 31.2oFIR' 7" "II-s Iilt[.:. °'r�121 12'1! FCM 4 1 6 1 31, t,> 1 S 1 }, 3 ,� � .6 29. 34 SIIS'S) !Y't'.i a'itt{'L''J. till ,Yr ,7iar;t;}, +yd ( 3125 >r ''r,r 5r, 4 i li,l,lt`, ;s,1,'Itll'y�1 a 111, . }11 111(Srd `flw:l tt11r41'a;!114' } }i 11i1 1'j, III II'L'n}}} ,I ,s7 }rll ihll'}r 1'vll!? , itjl }y tl ,1 300 GRATE IEL 29 94 , th1z S�rr t' ItlllJr 11 hH t1l rr i'It Sari ijrtllA ttril� °ill 0.70 +3. 3 + + 8 8 S S 1.11' I I1,` Ii�Ilillli'! x41") 1 }'(; AND O I P O.R. BOOK 4119, E E 0.11' j VICINITY MAP 1,11 ,f.l, c- ,v5'44 r:, -- 9 1+ liil'1llliy4� +lilunl +t(rylll }4r, § jql ri,:,Yn }irlllrl {i, 111')11'4'1:ll'3U7t7'yl,. 30.48 1y 1 Iir:ol, S 032;A 3D.4 12 "X18 "CMP 30:os r's+'t111,grltti$Srrt ;,,(hial,rd l a4 63 I � I} ,I ,! 1° „ rrtr' il+ } {lr` }11r''tg'rtr'li,rlt,,rr, ?' 30.9s 30 85 +4;11} s l!,I� ll fyl, (1',,1;1 si, 191' 11�j x,3.1,: .30.34' . . 11�11{,,i }�f (Il} it 31.2oFIR' 7" "II-s Iilt[.:. °'r�121 12'1! FCM 4 1 6 1 31, t,> 1 S 1 }, 3 ,� � .6 29. 34 SIIS'S) !Y't'.i a'itt{'L''J. till ,Yr ,7iar;t;}, +yd ( 3125 >r ''r,r 5r, 4 i li,l,lt`, ;s,1,'Itll'y�1 a 111, . }11 111(Srd `flw:l tt11r41'a;!114' } }i 11i1 1'j, III II'L'n}}} ,I ,s7 }rll ihll'}r 1'vll!? , itjl }y tl ,1 300 GRATE IEL 29 94 , th1z S�rr t' ItlllJr 11 hH t1l rr i'It Sari ijrtllA ttril� °ill 28.61 128. tg"" 1 to r i r, p +ts ,� ,,J it a t t} 11 i k .. li i sl)st 1 t{r}I ,P �, L4l411 0,o SLAT E1 +,1 288 I,iti a , ct 0 BC?,�K r' 5' Il, W IE`k :'`,28.45`Ih`I r "'..S,IItii i'"O;.. 41•[ NW p 2 .38 3033 }�, 4'+y1,M1;,j1 ,, t ,1:1; , It�pl !lil:4, t iy11, YJrl,t',t t ,,}Iri i } i5 ,±H )I1' 7ti , 1 t i.` "k �GE' 1(� 3 11 _,,!,..'j'-V1 5.1, IIII, +304841I1/i11� I'3Q64 t 1i r >r4+ 16 r: ,111 29.19 + Q 3032 v t I r ' ri r r'i }t tr ; i 4 h3094' trtt [ ,9y., +• r I'. 1 III t ey 1 {I if , Y i , [ t� 11 3 .1 29.8 Ilrll liil'?r, I {I 1, qr 71j1} t Irs �I r '� Irl:r ti7 tU , t i 11x1 Ilro' it If n,t }v llI ] }I it �S i1}1,r, +11,7) +il'r.. 28.5 28. 4 I ; '• i ' 11f 1'' t ? . } Ili i i;:,r i t Q t t k } t, d t (_,p 4(r �1 r! ..,.lt rl. 4 wr II :I 11 1 , . ill} !,;+ 41 1111 1.61 srr '>• Ya r liir t }y! k : } } } }'� ti4 ! t' + 'l r' t�rl4,' , 1� 41'}1 tl ,nt ,+ "!I s illr" rr ".t'I:'s 'I i1 It 11111 °i (s ;il rl 1, 1 �,1'(.- Ir t, y.. t ,Y," �.I i}st r�r at( t 11,, 11 t 1il llf)lf Il1l 1.:! t tlry { ,, 7 1'i' .,1.s, t t�I't, SSi'i ..t:l 4'r +I14411s ? }11x11gl, t�, ,11t!'i', j611f S}I )III [,111111) V�r }(t: ,Y'i111 I ., i. jt�l r.,''�14k ;t, fli'k 1111 }s(ttrtll,f1l,��i'lpf4ryJ! Il_Slf,9i111} ch41. r;,i Y'v•>, �ri' 1'r 5)? .I'1:1f e11 ;4'11 I, '1x1d'7.S.r- ttlirllJr. 1171(1 :ij 1(,1!1x19 ! la ':. 'y `l i,t',ta.§ a it lr iY(4 i 41 bi•Ft 11 ill .i, .11 1 �. ,,,,. ,.I.! hilt, ,{, ! I,., ,4ty .. y951, r1 ? �i i P alli t 4 I , 1r ,hr r krr 7 f t i..::, i 82 -II n+ (r :r t I}r ! } r r x1111} i45 .d Ir S I+i .;ysr,J I 30n,,.., r s , ,ar.., sti.. rx- r .: ((, �, ,rP.i r 1 7 ,s i:.:� / ,,...:l.. , 1: rl ,., A:t, YI ::..,,:,VS -..N , „,i t, n..l .Y 1 i }t ',I i `,. L... Il ,,;: ,: t 11. , ..i.. ,:. ,tl., l.. ,v , .:Its... II,.._..,! {I .ta .,. v -It,. , - V „1.. ,...,., t 30.6 h'_, _ r 1... il. ..1. ✓.:, r cI r 28.4 28 i,. 1324 30.2 E _., + 7 3 �i,. 'r 31 � „ ,. , C 1 L I JJ r.l.. 1.6x....•.., i. .1.....1...:11 } r 1. I �— 14” I lr }y% ��, ,d,s3..7�Si! �?; ; +1i 1ill�l9d��vltrll,z It ,_., + ] 1 !z "i t l 7 Ii 11! :1 Il +( 6 II' , 11 yf r, y r4jy 1 1, ltrir? r 'll}I l]l j:, ii S i11i II 1z t 1 L i y r , +� t } 1 }tk(I( I ,� r 111 :y ,tli Tilt: 11111, 1. ?'1 ,1'�� ]:. ,' iili'ali 1''1'7''r t. 6 S: siS d itit, /I it} s, (, {)(+, I',I 1, t 1 1, t r Is ,7 s it -L.t -S 1111 t'. t tli 4;. , ,1 i 'f, sl 1„ 11 {, 1( it,t }t4ii i +t ., t': th Q i ,...... ( .[........ 11, .. ,.,', .. .,.ii. 4 ,. f �._.. I .. L. .. ( ,,.. 1 ...5. ., r .... 1.:: h, ,.a. 1. ,. 1 4 .r: :.37 t1. .1. lati(il' (i t. k }yiilil aa,;% 11 [li j r tsi 41. !r t rr 1,: I { ,t T r r I _ s :Y A� U L s .; , .'.. ,u•.. 4 t -, l r , tz , � t ,., r j .:. 1 ,. , :. , .. _ . , 34.3 . I r.. .r , ,+. a .,. ..,.. ... .. r ... 11: t a�.., s. (, 1 . I 1 :I«,dl I ...( } tt .. t i}1 1 1 :�.,:, '1: N11, III 41 fh,1: I1 ii (4 Y4 i,t, 1 1 ,} ',I 1 .t)t�t , Y , t 1 !' ka,:•33.�,1' 1. i ( i7::,1 ! i 't' Sf i,, 1• Ii�(i (,t[ ,, ''iz {Y tk t� i iYl .<1 I •r. 1. I .,. .....I i I., :i. r ut I; 1, 11 r 11i i r. sl , 1, } u ii 1,11 (d F r I} 1t r iia tr r r %ll , r : 21 r l , 1 l , z n 't ? „, , s ,l c 1 d 43 14 Y rl l S tS , F, , ti r 11 , } F 1 15 n Ili x[ r } 13 - 20" 111 I' ,151,1 ,111x1 } �r , ,° kr t`F t} l,s }! srr 1141� 'Va r +,y ),t it la l Ilt,h } VS 30.7 28.8 i + 32 26 + 33 40 4 31 :114111 ,1 +31 7Q rI •'yl t 1,11(:' rri'I, Ii it i }4$RY C � a. 31.2 r r', 1 sSr : S {,' ✓ySr 1 ,t , 11 Y 5 t't 4j 34 7 i jl' 15 f , 111 iu i` la 1 i`x t1 lil +I, }a,Il`y vl ,}a ,'I I1, it y)t t }?' 16st1 ,SSI JSi� , It u(,sl 4r;,, ,s1 ( 2)ti i?l, III ;yt,11t ,r. 12 r 1, Ilt k v111 t1t 1L a +rl, .,111 4, ,i s1 }b 11: t�4 tF r1} 1111 sr rii tti illlll t ril �t _:'+ t1a... ,,1 [? 1 ,? t}i( .,1 114111 t} (: - ::itlllr, s.'.•ts,11 'l ,1:!r„ 1{ilr. ..,. I t sl •, , ;s, ,:.5., I 7 t' +i i{{ ,,.1 , ,.. 4 I I r,l :,,.;t t n, ai.::: 1 d, q .:,:, r 1.::s "t n s - 1 S x,i ". w }} z 11 IS 1 .0 ) ,,it ' 1 x41 li:')'r1i1SD ly ,I �^,), € , ;.;:iu' i„<•: :. I't L i+4 Y [ .> ,# lys 1,i , 1 .•I f1 i, t(Y +( ' +I ry _.::.,' t It y }• :,_111 1, tl,t s✓;;.ifii ts1„r "1 t 74s 11 r,h r1,'s'`, ,i j + }41, 11J �1V i ''.]r�15} h,.: ?i aai r 7 il S 1 dl r i r 1 r S,t 1 9,4 (s 11I)11111illll lrr 4{I IIrI 1,1'l(i 1'11111 111 1141,,t[,Ur'il,ri1114y' it +i itp iii }r Y`L} it 1111 ll Il Jr '1 iIIlioil 1111 tiati ji I I I ,, , l) 11 114 . {{1�Y '/!,!, it 1111 4 t 1 1 , 65 11 r4{ t 7 11 i Ut yk III t1'.. r 1 l it It1 �' 1 }ti ly ' l.�Y(- 4 L' f 111111,]4 �tsi hill 't I 'i4 iI F'Y SS' `Nk Y'!t 1911 Ji 11,.F l�l h ill) hi'� ,' 111 h -..'4 ill t iv I } l,a}:;aa1} tlt3i11};i } ,ilSr ,j1119.y �y,. y , I ., ,it 1 ` 'i -s )Y41r,,'ata,yt f dz 4',}�'' i ,zlrt y}..: ty tll 511" 6 mull ,,I, t it IJ rl iiq,ta iI,,I r Iri! , 4, �I 4 r'+ 1I rl, i',I , . r s }141. a (J,i 5 I. `t I .rr;t r3q 3 r3 .,:, .:1 r }�'tii Ii`liJR 91 s c,:`)! , r llI tl t U - -,sax , 5 111!11 11.; ,11)Is �ilr I Intl 11111 3321�339T ... y,gtf Ip� } h �t71,� Il�lilj 1111111 ,li I ,I, 1}41 x15 1 x1115 1�t5 u ' , r) «fit V€t 'y ! 1 m 29.9 I : �„14, , Ilsl,t. ( l+ ,, w s + s i'tf s }' ! L i J11 11 11 nB /T 9 914,11. 144 }}1 la yir ,i1 !I':,t , }, PO 511 vL'' I, r 1] ilr , i,yP, y + 31.0 ° i r[ 1 u i G. 2 71 ;i} 1 1✓, 1<: i I ,4 1. 1 13 t k f i t }, !, 12 t 9 }. „ , ,: 10 33 „ t 1.. t e ! . r. , f+ . ,1. { !' 4: i •t ..' r (..,, ,( P. I i „,5..,.;.41. ..,. S •7. ,.. }I i x. I S Ii , t K 131200 . I } I I i I .. I a l 1 I '. I�. :- a .: 1.71. ., I I fI9 i ti . I i. I i i w.. v t 11 .1 S .1• ,.:I, i 11 1 .1.11 Y,I 1. .Sti I 1 U " i :.l I ,I 4 1 V I 'Ip— •.L.,.a�til..1... II 111.. ..1111,..1.1 t I I I IS I. I _L. 1. k, 1 .. 1, 91,:91 .,:ll ,1.1:,1. lul:tJ,r 1. 1 1 ! I l 4 t 1 1 ,>, 1, t h > t t:. t � 11 FIR 1 2 e +7:11111yJJl,, �+ lntil,,, lrrUliyShrj ++'Iri'(HI +III')YR +Iit;1kgt "h?)tll+ YS'13 n }Jjry.�'sl }rltli4 r1 , a1�11hPlinitr'y�ff +1vti31 � +1`r i- J4':191xt�ilrl4 a',)glr�il}�Rirh1� 1` '' 31.6 V, 1, l,j,li t III.:,' l 7 +33'93 11111 .re 1 I k� 111 tI li t:: 'I i .L"4I,I 1 t,k, I , "a ' 32.53 a 33.1'1 33.' ` ;4::;yrt +'1 J.1tIilSitr r y' }r, ',`j,`r1 I +'� 1 7114 - vr'It,l') ts.i,' {,! }i,trlr {1� t ?rsr'Yti t IIt')ts't`arrl4j yi.c ri�+i' 32.5 31.6 r , °.:a: 1 i .r ;,. ,,... 3 .5 2 32.97 33.1) 3 1 �., t4 1 ,. a I 35 1. °.:,, ,., r. ..... ..,. I 1 .. t 2 a 31.4 ,. �, r , , }•; , . r r. s 88 , I 3 0 0 r. 1 t I F.. t SI , , , GRATE EL 31.53 ,. , 1., 1 t , Y.i ,,. ,. t , , ,.. — � 9 10 i N IE 28.99 i ax ,,I r t1 11 > l s+ 11n., 111tr ,- r,1,,,5,r4 , r 1 t , s r > I:: 1 , ,I \ ,::t t If I ,.rw,. h , I: ?, 1 ,t, .d z,. d I I, I 29.12 51 8 ,I,, ... ,........ .... 1, . ,t. , r... ,. k ... .., , a _ ,� , :,; s r Ix,: � , -. r. . ,. is ,.. 32.8 , r .I s .. s a , ... s t: 1.. I ,Z . 2 : .._ ,...., I:,_36,t 4 59 . 1 I I ,1 6 1 , II:F.7,(I f 11.,1.13 \ 5,.. ,.. I,, L 35 12 .I,,,1 .il„ , M ® , Y, i : iY 171, YA r,t _., , rt, , ' 33.0'\ \ \ Y—' �''— 31,1 17° e' G 7 e" +33.2_ — 16" 35.1 36.2 36.0 + rD 33.5 — _� - - - -_ -- - --1—� 33.1 32.8 I 34.7 35.5 36.1 GAT / LB 0212" � o_ �-5 � — --'-357 � �36a -- - 36.4 +33.2 FOP 1" +1� 1`1x111 X1111 }11'1;(13694;1 33.72 33.60 a PAGE 1131 1+''1 kt'tl'1r11;3t rl�sl,altl� ALL MORE PARTICULARLY DESCRIBED AS FOLLOWS: 3371 �, u1s u ' 33.69 U RIM EL = 3/.52 38 U1�r1`I{y38071 r+Iul, 1 38 33.78 33.910 2. 4'^00 3430 34.51 36.1 NEEE= 32.77 tVliYliil`IT'llii}1r1,1,'`,lili 11 x 35 + 138 46 - +}SFr ". FROM THE NORTHWEST CORNER OF SECTION 23, TIWNSHIP 29 SOUTH, RANGE 15 EAST, PINELLAS COUNTY, FLORIDA, AS A POINT OF REFERENCE; THENCE S. 89'03'13" E., ALONG THE NORTH LINE CLU TER 34.39 ytr}IriS 1rl 5}ig11� +1} OF SAID SECTION 23, 1,374.07 FEET TO THE EASTRLY RIGHT -OF -WAY LINE OF HIGHLAND AVENUE; THENCE ALONG SAID RIGHT -OF -WAY LINE S. 00'02'03" E., 315.05 FEET TO THE NORTHWEST � L8 34. \ }?,111+'11;�I,kj(fu;l4s{t1111 CORNER OF LOT 6, FORREST HILL ESTATES, UNIT : AS RECORDED IN PLAT BOOK 58, PAGE 34, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA, SAID POINT ALSO BEING THE POINT OF +34'1 \ > I BEGINNING; THENCE S, 89 °0313" E., ALONG THE N)RTH LINE OF SAID POINT, 627.78 FEET; THENCE S. 00 °10'16" E., 220,49 FEET TO A POINT ON THE NORTH LINE OF KALMIA CONDOMINIUM N0, 5, +34.6 37.4 +38.5 I� AS RECORDED IN O.R, BOOK 3403, PAGE 879, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA; THENCE ALONG THE BOUNDARY OF SAID PLAT BY THE FOLLOWING THREE CALLS: + +34.7 1 "'i —'sl 31911/ O 34.3 I 11,1!1 "it ?')I IYI''iljt�ll ++il' 1ti x,1+1 >rlrilnlisl SlrrYr , '39.181x1 {,¢11111 �,;tilt3g 1.S. 89'49'44 W., 45.00 FEET; 6 1 T_ 2.S. 00'04'33° E., 160.03 FEET; 1 ® 19" 39 74 I °j 1` 141P11' 3@ 11 W (In 33.7 1 � 11114+`JIJN1j}lU�lllri I>?�,`�1+11�11,j1. 3.S. 86'45'04" W., 101.15 FEET; + I 34.9 34p I I ao iQ 111lt'tt 4o 9t I L Ir f co Z ,,Ip , "CLAY THENCE N. 10'05'56" W., 183.81 FEET; THENCE N. DO'26'59" E., 50,02 FEET; THENCE S. 89'55'26" W., 450.64 FEET TO A POINT ON AFOREMENTIONED EASTERLY RIGHT -OF -WAY LINE OF HIGHLAND --h I 40'1 'glr'>j, " %i4,1}��II'1'' {ts AVENUE, THENCE N. 00'02'03" W„ ALONG SAID LIN -, 166.47 FEET TO THE POINT OF BEGINNING. 33.8 1 +39.8 )rjs�Il` Ir'a�illl'�414iSa �k�`t`i�' GRATE EL = 3.15 a0. 111,,,1 },lltcrYl�J N IE = 31.14 3 9 I 4Q "� +`41ti11` +kl „k' J'; }i ,�RIM EL = 33.59 ALSO DESCRIBED AS: S IE = 31.23 33.T +40.4 I N IE = 29.69 +3a.o 34• 33, 38.0 t lit %i`1�'41C E IE = 29,84 35.9 S IE = 29.66 DESCRIPTION: (PARCEL 1) CL US ' / J` +i1ll” 1' tl -... A PARCEL OF LAND IN THE NORTHEAST 1/4 OF THE NORTI -WEST 1/4 OF SECTION 23, TOWNSHIP 29 SOUTH, RANGE 15 EAST, PINELLAS COUNTY, FLORIDA: I It ills 11111111s1t(j1 ;lt}sfill / / 0 O 1111, !I lf( 11L 1 1+ J / i 1 !.,.I.1 11!,11 t:k�dl + NPORTION OF LOT 6, FORREST HILL ESTATES, UNIT 5, AS ZECORDED IN PLAT BOOK 58, PAGE 34, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. +3s.o 3 '000" / W ' A ALL MORE PARTICULARLY DESCRIBED AS FOLLOWS: 36.61 36, 2 .' I - 37.15 /39:1 ff) 2. r FROM THE NORTHWEST CORNER OF SECTION 23, TOWNSHIP 29 SOUTH, RANGE 15 EAST, PINELLAS COUNTY, FLORIDA, AS A POINT OF REFERENCE; THENCE S, 89'03'13" E., ALONG THE NORTH LINE I 36.8 4.5- 37.22 / n -'' Q OF SAID SECTION 23, 1,374.07 FEET TO THE EASTERLY RIOT -OF -WAY LINE OF HIGHLAND AVENUE; THENCE ALONG SAID RIGHT -OF -WAY LINE S. 00'02'03" E., 315.05 FEET TO THE NORTHWEST I / 4 p CORNER OF LOT 6, FORREST HILL ESTATES, UNIT 5 AS REORDED IN PLAT BOOK 58, PAGE 34, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA, SAID POINT ALSO BEING THE POINT OF : a0 BEGINNING; THENCE S. 89'03'13" E., ALONG THE NORTH LIN! OF SAID LOT 6, 452.27 FEET; THENCE S. 00'26'59" W:, 158.58 FEET; THENCE S. 89'55'26" W., 450.64 FEET TO A POINT ON LOT 5 39:22 .° + +41'3 O _... AFOREMENTIONED EASTERLY RIGHT- OF -WAY LINE OF HIGHAND AVENUE; THENCE N. 00'02'03" W., ALONG SAID RIGHT- OF -WAY LINE 166.47 FEET TO THE POINT OF BEGINNING. LOT 4 .a.. 38'3 397 O t 1 DESCRIPTION: (PARCEL 2) � J / (n ° A PARCEL OF LAND IN THE NORTHEAST 1/4 OF THE NORTHWEST 1/4 OF SECTION 23, TOWNSHIP 29 SOUTH, RANGE 15 EAST, PINELLAS COUNTY, FLORIDA: I 001 950 / �1 00 I AND I X , / 4095 4238 . 4'm� 2.j A PORTION OF LOT 6, FORREST HILL ESTATES, UNIT 5, ASRECORDED IN PLAT BOOK 58, PAGE 34, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. ALL MORE PARTICULARLY DESCRIBED AS FOLLOWS: N r1111'4I`u II 4x53 6 "PVC 11 _' 39.39 T Jl h1141 f 61 12" I 39.49 40.4 ylrn.�}v,[ rs4 <4r 11" +40 8 s }11, .. ;l h4 +1,2 43.9 FROM THE NORTHWEST CORNER OF SECTION 23, TOWNSHIP29 SOUTH, RANGE 15 EAST, PINELLAS COUNTY, FLORIDA, AS A POINT OF REFERENCE; THENCE S, 89'03'13" E., ALONG THE NORTH LINE I- 1 ,S y1r �� it"1 FOP 1" " 41 A 40 40 9 4 w l l ?..I,' OF SAID SECTION 23, 1,374.07 FEET TO THE EASTERLY RIOT -OF -WAY LINE OF HIGHLAND AVENUE; THENCE ALONG SAID RIGHT -OF -WAY LINE S. 00'02'03 E„ 315.05 FEET TO THE NORTHWEST FIR 1/2111 X11 +111'11,"' ". 4` + 0 l'S ,t,y V TB 44.8 CORNER OF LOT 6, FORREST HILL ESTATES, UNIT 5 AS REORDED IN PLAT BOOK 58, PAGE 34, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA, THENCE S. 89'03'13" E., ALONG THE NORTH 1 LB 021 };41 }gg1'It�4RlJ;lll;l{tf�'',a � A4 +45.1 LINE OF SAID LOT 6, 452.27 FEET TO THE POINT OF BEGIN'1NG; FROM SAID POINT OF BEGINNING CONTINUE S. 89'03'13° E. 175.51 FEET; THENCE S. 00'10'16" E., 220.49 FEET TO A POINT ON THE 40'9 I 4Q8 4i +) + +I`I{1 }J 1111 ;1111 a rh ,411,4 +44.7 RDE[ O R B 0 3 03 P GE 879 OF T E P B IC RECORDS OF P E S CO T F OR D T C 0 0 R NORTH LINE OF KALMIA CONDOMINIUM N0. 5, AS RECD IN : . 0 K 4 , A H DH DI IN LLA UN Y, L I A, HEN E AL NG THE B LINDA Y OF SAID PLAT BY THE FOLLOWING THREE CALLS: RIM EL = 41.28 1 1,S. 89'49'44" W., 45.00 FEET; N IE = 36.98 1 1 E IF = 37.08 a. 2.5. 00'04'33" E., 160.03 FEET; P, X 3.S. 86'45'04" W., 101.15 FEET; tVl THENCE N. 10'05'56" W., 183.81 FEET; THENCE N. 00'26'59 -., 208.50 FEET TO THE POINT OF BEGINNING } TOGETHER WITH: THE NORTH 260 FEET OF VACATED SKYVIEW AVENUE ADJA[NT TO WEST LINE OF LOTS 54 AND 69 OF FIRST ADDITION TO GATES KNOLL SUBDIVISION AND ADJACENT TO WEST R/W LINE OF TUSCOLA ROAD, LYING AND BEING IN PINELLAS COUNTY, FIRIDA. ECMP 1= ELLIPTICAL CORRUGATED METAL PIPE FXC = FOUND X -CUT PG = PAGE SIR = SET IRON ROD 1/2" LB 6113 y y r y = TOP OF BANK EL 1= ELEVATION GE = GRATE ELEVATION PLS = PROFESSIONAL LAND SURVEYOR SND = SET NAIL & DISC LB 6113 =TOE OF SLOPE or CENTER LINE OF DITCH EP = EDGE OF PAVEMENT IE = INVERT ELEVATION POB = POINT OF BEGINNING SR = STATE ROAD )( )` �( = 6' CHAIN LINK FENCE UNLESS OTHERWISE NOTED ERCP 1= ELLIPTICAL REINFORCE CONCRETE PIPE (L) = LEGAL DESCRIPTION ATA POC = POINT OF COMMENCEMENT S/T = SIDEWALK TIE 1� , 1�5' = OVERHEAD UTILITY LINES (F) = FIELD DATA LB = LICENSED BUSINESS PRM = PERMANENT REFERENCE MONUMENT STY = STORY - -G - - -G- - = APPROXIMATE LOCATION OF UNDERGROUND GAS LINE FCM = FOUND CONCRETE MONUMENT LS = LICENSED SURVEYOR PSM = PROFESSIONAL SURVEYOR & MAPPER SW = SIDEWALK - -W - - --W- - = APPROXIMATE LOCATION OF UNDERGROUND WATER LINE FDOT = FLORIDA DEPARTMENT OF TRANSPORTATION MAS = MASONRY P/T = PAVEMENT TIE TBM = TEMPORARY BENCH MARK - + - - -F- - = APPROXIMATE LCCATION OF UNDERGROUND FORCEMAIN FIR = FOUND IRON ROD MHW = MEAN HIGH WATER PVC = POLY VINYL CHLORIDE (TYP) = TYPICAL - 4 - - -R- - = APPROXIMATE LOCATION OF UNDERGROUND RECLAIMED WATER LINE FND = FOUND NAIL & DISC I NP = NORMAL POOL RCP = REINFORCE CONCRETE PIPE VCP = VITRIFIED CLAY PIPE - - -+2' =PVC- - - = APPROXIMATE LOCATION OF UNDERGROUND SANITARY SEWER LINE FOP = FOUND OPEN PIPE 0/A = OVERALL RLS = REGISTERED LAND SURVEYOR W/ = WITH _ 24=RCi- = APPROXIMATE LOCATION OF UNDERGROUND STORM SEWER LINE FPP = FOUND PINCHED PIPE OR = OFFICIAL RECORDS 10K R/W = RIGHT -OF -WAY WF = WOOD FENCE FRRS = FOUND RAILROAD SPIKE (P) = PLAT DATA SEC = SECTION W/T = WALL TIE F/T = FENCE TIE PB = PLAT BOOK SHW = SEASONAL HIGH WATER ;aIV11IrIfl }flll;'!i1!I� ?it1�4¢, n }:I 40.73 KALMIA CONDOMINIMU 2 "X18 "CMP NUMBER 5 001 O.R. BOOK 34 -03, wv PAGE 879 IM EL = 41.64 W IE = 37.74 LINE TABLE LINE BEARING DISTANCE 1_1 S89'49'44 "W 45.00 1_2 S86'45'04 "W 101.15 L3 N00'26'53 "E 50.19 L4 S00'1O'l6 "E 6.69 L5 S89'03'1 3"E 1 33.01 1_6 S89'03'1 YE 1 33.01 1_7 S00'10'16 "E 1 32.87 30.57 + 30.69 FOP 1' O:,, r 6'PVC ,.R X418 6" FENCE pp h Sy ?'14 +l I `''�r 32. 32.9 l 1 I r , I' iv „t ,t sI'r + z I , i 13” Y k l il't` + 1 ' (n %l 14,14 U+1 fI! 1 I- r'5 CD rQ, LOT 69 Q � � t. I 32 967 , 3x3 O6 33.2 33.2 O O a �s'i; a 'f +; I'. ; I--- `, lf') o0 1sa,'IS 8. O z rl) w,� I6 111 fi O „ 0 �m �■/�) ../ ,,111, ;;I 0 o n- �AA , 7 1 +r ?'r 77 (0 0 Q1`' N a I,,. e- ha 1111 i } 8' m „C0 Y4 LF 340 L` 034. — ,1441` \ 31.5 34;k, ?,RI 3 ,a 1` 'N•rF 10" RIM EL = 34.20 {4t 0 34'7 SW IE = 32.10 I+ `!',1 '1,1,i+ `' 9• E 1E = 32.10 , 0 +35.3 �'` t } 1: ..',0 ., 1 111 1 " " ,c,ill lT °'; Q U , .90 yJ ,1r LOT 54 ,1111 , 90 W t' I) t w , s 161(iVr ,: 35.72 ti IIIr + r 6 111 , 36.0 +36.8 l! 'v , yi ,L ni ;,` 24' O 1 + , I I I , l 1 � It _ II �t 1 i 41 t 1! t 7 36.6 ' 0 i 1 lJ 1 4, i 11 ( 1 , :1 -5'G F �lj I,I t , t r , t t s ( I , 1 , ,t 41r t,,7;pht '111)11 1. s; 0 s" W L. I , ,t t .. J:!,. t1 .1111tt 4)11'}1,!1 1 8" 6 6 t l s •1. ,l '. . 'I., :' s s 7a t ; il` 1 11 dl I � rr� — -- 3'Nill I jrtid , 120 W 0:9,9:, il ;, ,t }h ,,,,I � T�ISCOLA 7 niri; 36 7�i - n gII!!i" t, s1 � '36.9 (ROAD x,03 P1'.r` 9,] '7i,Irllr1;371G 1' 37.28 '37.01 A, 's+ ri n +, 4 51'1 S 1:.,, r r +r 11 : I J r", rl . 1• 11, tl.,. .,n ,,,.... 4,'. ) tit. .1.,\.:. ,n � } rr� �f r' , da.tt Y�.,',cCl � a,tt� ';.I + 37.66 �a 1,F ,,,rI440.o DE +:K ir1"ni�l,3sAl (O FID , , i "1(IiI 1'1114' 40.5 LIC ',UTILITY P[TERSON }'T)r1�r,,�: O.R. )OK,I1A,' 19, aAJGE�I il,1131 -a i(lll'� (`� D o z n K 3463 q� Y , 353 cn `t lP r, , W } V1UM LOT 37 O CD �Q3, I- 00 1!x z n „iI� O ,i ' F— m E 0— / p a I- V) m E TREE EECEND_ e = BAY TREE = BOTTLE BRUSH PEE EE * = CAMPHOR TREE ® =CEDAR @o = CHINABERRY TRE? 4 = CITRUS TREE d = CYPRESS TREE Q = ELM TREE 0 = EUCALYPTUS TREE 0 = MAGNOLIA TREE ® = MAPLE TREE Q = MULBERRY TREE ® = OAK TREE = OTHER SPECIES = PALM TREE O =PECAN TREE = PERSIMMON TREE = PINE TREE O = SYCAMORE TREE I = WAX MYRTLE TREE ® = WILLOW TREE 08 -11 -09 2 CORRECTED SANITARY MANHOLE DATA (SOUTHEAST CORNER OF PROPERTY) JT 07 -14 -09 1 ADDED PARCEL 2 JOD DATE NUMBER REVISIONS BY SECTION 23, TOWNSHIP 29 S., RANGE 15 E PINELLAS COUNTY, FLORIDA NOTES 1. BEARINGS ARE BASED ON THE SOUTH RIGHT -OF -WAY LINE OF BARRY STREET AS BEING S.89'03'13E. 2. SURVEY MAP AND REPORT OR THE COPIES THEREOF ARE NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED. 3. NO EXCAVATION WAS PERFORMED TO VERIFY THE LOCATION OR . EXISTENCE OF ANY UNDERGROUND UTILITIES, ENCROACHMENTS, IMPROVEMENTS, STRUCTURES OR FOUNDATIONS. 'UNDERGROUND UTILITY LINE LOCATIONS (IF SHOWN HEREON) ARE BASED UPON UTILITY PROVIDER ATLASES AND VISIBLE SURFACE EVIDENCE. 4. RE -USE OF THIS SURVEY FOR PURPOSES OTHER THAN WHICH IT WAS INTENDED, WITHOUT WRITTEN VERIFICATION, WILL BE AT THE RE -USERS SOLE RISK AND WITHOUT LIABILITY TO THE SURVEYOR, NOTHING HEREIN SHALL BE CONSTRUED TO GIVE ANY RIGHTS OR BENEFITS TO ANYONE OTHER THAN THOSE TO WHOM CERTIFIED, 5. ALL FOUND POINTS ARE UNMARKED UNLESS OTHERWISE NOTED. ALL PERIMETER BEARINGS AND DISTANCES ARE ALSO FIELD MEASURED UNLESS NOTED. 6. THIS SURVEY IS NOT INTENDED TO SHOW THE LOCATION OR EXISTENCE OF ANY JURISDICTIONAL, HAZARDOUS OR ENVIRONMENTALLY SENSITIVE AREAS. 7. THE SITE APPEARS TO BE IN FLOOD ZONES AE AND X, ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY, FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NUMBER 12103CO109H, EFFECTIVE DATE 5/17/05, POLARIS ASSOCIATES, INC. AND THE SIGNING SURVEYOR HEREON ASSUMES NO LIABILITY FOR THE ACCURACY OF THIS DETERMINATION. THE AUTHOR OF THE MAP, THE FEDERAL EMERGENCY MANAGEMENT AGENCY, OR THE LOCAL GOVERNMENTAL AGENCY HAVING JURISDICTION OVER SUCH MATTERS SHOULD BE CONTACTED PRIOR TO ANY JUDGMENTS BEING MADE FROM THIS INFORMATION. THE ABOVE REFERENCED MAP STATES IN THE NOTES TO THE USER THAT "THIS MAP IS FOR USE IN ADMINISTERING THE NATIONAL FLOOD INSURANCE PROGRAM" AND "THAT BASE FLOOD ELEVATIONS (BFEs) SHOWN REPRESENT ROUNDED WHOLE -FOOT ELEVATIONS AND THEREFORE MAY NOT EXACTLY REFLECT THE FLOOD ELEVATION DATA PRESENTED IN THE FLOOD INSURANCE STUDY (FIS) REPORT ". THE HIS REPORT WAS NOT CONSULTED FOR THIS SURVEY. 8. ANY ZONING INFORMATION SHOWN OR NOTED HEREON IS BASED ON INFORMATION AVAILABLE DURING THE PREPARATION OF THE SURVEY. THIS INFORMATION SHOULD BE VERIFIED WITH THE GOVERNING AUTHORITY PRIOR TO ANY DETERMINATIONS OR DESIGN. 9. 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. 10. UNLESS OTHERWISE THE SE IN DICATED THE PROPERTY DESCRIPTION AN EASEMENTS SHOWN W 0 D EASE E S S O WERE FURNISHED TO POLARIS ASSOCIATES, INC. AND ARE PRESUMED TO BE CORRECT. NO SEARCH OF ANY PUBLIC RECORDS, FOR EASEMENTS, DEEDS, ETC., WAS PERFORMED BY THIS FIRM FOR THE COMPLETION OF THIS SURVEY AND THERE MAY BE ADDITIONAL RESTRICTIONS THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY, 11. DESCRIPTIONS AND EASEMENTS SHOWN HEREON WERE TAKEN FROM A FIRST AMERICAN TITLE INSURANCE COMPANY COMMITMENT FOR TIT LE INSU RAN C E, CO MMITMENT NUMBER FA -CC - 2037 - 2152581, EFFECTIVE DATE: MAY 22ND 2009 AT 8:00 A.M. ISSUED BY BROAD AND CASSEL. (PARCEL 1) AND FIRST AMERICAN TITLE INSURANCE COMPANY COMMITMENT FOR TITLE INSURANCE COMMITMENT NUMBER FA- CC- 2037 - 2153026 EFFECTIVE DATE JUNE 12, 2009 AT 8:00 A.M. ISSUED BY BROAD AND CASSEL (PARCEL 2) THE FOLLOWING ARE SCHEDULE B II EXCEPTIONS FOR PARCEL 1 ITEMS 1 THROUGH 8 ARE NOT MATTERS OF SURVEY. ITEM 9 - THE SITE IS SUBJECT TO DECLARATION OF RESTRICTIONS RECORDED IN O.R. BOOK 1373, PAGE 26, RE- RECORDED IN O.R. BOOK 1399, PAGE 3, AS MODIFIED INO.R. BOOK 1728, PAGE 422, O.R. BOOK 1786, PAGE 270 AND O.R. BOOK 2796, PAGE 258 ALL IN THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. THE SETBACK RESTRICTIONS ARE SHOWN HEREON. ITEM 10 - THE DECLARATION OF RESTRICTIONS RECORDED IN O.R. BOOK 3480, PAGE 750, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA CONTAIN CERTAIN RESTRICTIONS CONCERNING THE 33.00 FOOT VACATED RIGHT OF WAY ADJACENT T T THE PROPERTY DESCRIBED HEREON. CAN NOT BE DRAWN. ITEM 11 - SITE S SUBJECT I E I TO RESTRICTIONS IMPOSED BY WARRANTY 411 DEED RECORDED IN O.R. BOOK E 9 PACE 1131 PUBLIC RECORDS OF PINELLAS COUNTY FLORIDA. PARCEL 2 OF THE DESCRIBED LANDS IN THIS DOCUMENT IS SHOWN HEREON. ITEM 12 - THE SITE IS SUBJECT TO RESTRICTIONS DEDICATIONS CONDITIONS, RESERVATIONS EASEMENTS AN OTHER R 0 E MATTERS H WN N T S 0 O HE PLAT OF FORREST I ES HILLS ESTATES UNIT NIT 5 AS RECORDED IN PLAT BOOK 58 PACE 34 PUBLIC RECORDS OF PIN ELL A S COUNTY, FLORIDA. THE SETBACK SHOWN ON THE PLAT HAVE BEEN SHOWN HEREON. . ITEM 13 - A M N GRANTED TO FLORIDA POWER CORPORATION RECORDED IN O.R. BOOK 1477, PAGE 189, PUBLIC RECORDS OF :PINELLAS COUNTY, FLORIDA IS SHOWN HEREON. ITEM 14 -AREA OF PARTY WALL AGREEMENT RECORDED IN O.R. BOOK 5295, PACE 55, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA IS SHOWN HEREON. ITEMS 15 THROUGH 17 ARE NOT MATTERS OF SURVEY. THE FOLLOWING ARE SCHEDULE B II EXCEPTIONS FOR PARCEL 2 (FIRST AMERICAN TITLE INSURANCE COMPANY COMMITMENT FOR TITLE INSURANCE COMMITMENT NUMBER FA -CC- 2037- 2153026 EFFECTIVE DATE JUNE 12, 2009 AT 8:00 A.M, ISSUED BY BROAD AND CASSEL). ITEMS 1 THROUGH 9 ARE NOT MATTERS OF SURVEY ITEM 10 -AREA OF RESOLUTION RECORDED IN OFFICIAL RECORDS BOOK 3463, PAGE 353 IS SHOWN HEREON. ITEM 11 - AREA OF DECLARATION OF COVENANTS, CONDITIONS, RESTRICTIONS AND EASEMENTS RECORDED IN O.R. BOOK 3480, PAGE 750 IS SHOWN HEREON, 12. ELEVATIONS ARE BASED ON CITY OF CLEARWATER BENCHMARKS D -07 HAVING AN ELEVATION OF 50.82 AND D -08 HAVING AND ELEVATION OF 25,81 NORTH AMERICAN VERTICAL DATUM 1988 (NAVD 88). 13. TREES 4" IN DIAMETER AND LARGER HAVE BEEN LOCATED WITH COMMON NAME AND APPROXIMATE DIAMETER BREAST HIGH. SMALLER TREES, NON- PROTECTED SPECIES (INCLUDING ORNAMENTALS) AND TREES WITHIN JURISDICTIONAL AREAS (IF ANY) HAVE NOT BEEN LOCATED. TREES BY NATURE ARE IRREGULAR IN SIZE AND SHAPE. EVERY EFFORT IS MADE TO ACCURATELY LOCATE TREES. THE TREE LOCATION IS THE CENTER OF THE TREE. THIS LOCATION MAY BE DIFFERENT IF LOCATED FROM A DIFFERENT DIRECTION, ALL TREE LOCATIONS SHOULD BE FIELD CHECKED IF CRITICAL TO DESIGN, C E R T I F I C A T I O N CERTIFIED TO: RLI BENEFICIAL ACQUISITIONS LLC, 0 &P INVESTMENTS OF TAMPA, INC,, FIRST .u;;�:.,,� -- �_"""`• " AMERICAN TITLE INSURANCE COMPANY, BROAD AND CASSEL AND GULFCOAST CONSULTING, ,ice INC. "? 4 -, i ti 2 1 THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED Q° 9 WERE MADE IN ACCORDANCE WITH THE "MINIMUM STANDARD DETAIL REQUIREMENTS FOR I ALTA /ACSM LAND TITLE SURVEYS," JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND NSPS `1 IN 2005, AND INCLUDES NO ITEMS OF TABLE A THEREOF. PURSUANT TO THE ACCURACY ?, STANDARDS AS ADOPTED BY ALTA AND NSPS AND IN EFFECT ON THE DATE OF THIS .0 ?" CERTIFICATION, UNDERSIGNED FURTHER CERTIFIES THAT IN MY PROFESSIONAL OPINION, AS A 'J') LAND SURVEYOR REGISTERED IN THE STATE OF FLORIDA, THE RELATIVE POSITIONAL ACCURACY OF THIS SURVEY DOES NOT EXCEED THAT WHICH IS '1 „ ' , SPECIFIED THEREIN. THE UNDERSIGNED FURTHER CERTIFIES THAT THE SURVEY REPRESENTED HEREON MEETS THE MINIMUM TECHNICAL STANDARDS SET FORTH BY THE FLORIDA BOARD OR a ,: f. PROFESSIONAL LAND SURVEYORS IN CHAPTER 61G17 -6, FLORIDA ADMINISTRATIVE CODE," ', `ia I PURSUANT TO SECTION 472.027 FLORIDA STATUTES. (` /J s ..5.i f ,;, i 06/30/09 /d ,1. DATE OF SURVEY JOHN 0. DIEHL / t� t A -,: r ,s. 1,7J 1 � i PROFESSIONAL LAND SURVEYOR .,'t' , '-F,k LICENSE NUMBER LS 4053 b'' ' STATE OF FLORIDA }q! 7�a.r : PROJECT: «> r: PINE BERRY SENIOR APARTMENTS TYPE OF SURVEY: BOUNDARY AND TOPOGRAPHIC SURVEY ALTA /ACSM• LAND TITLE SURVEY PREPARED FOR: GULF COAST CONSULTING, INC. POLARIS ASSOCIATES INC. PROFESSIONAL SURVEYING LB 6113 18850 U.S. HIGHWAY 19 SUITE 500 CLEARWATER, FLORIDA 33764 SURVEY DATE: 1/22/08 (727) 524 -6500 SAVED: 8/25/2009 11:21 AM PLOTTED: 8/25/2009 11:22 AM CHECKED BY: SCALE: DRAWN BY: JOB NO. DRAWING PATH: SHEET JOD I 1" = 30' JDF 01 -3945 IH: \JN\3945\DWG\3945BTREV2,DWG 1 OF 1 1 U G J V F\ I r I I V 11 c cM 33.1 N N 0.01' 5 54.0 F + F FCM 4 1 1, 31'h1s r rsu; +,lSJ,t 1 3 A PARCEL OF LAND IN THE NORTHEAST 1/4 OF TIIE NORTHWEST 1/4 OF SECTION 23, TOWNSHIP 29 SOUTH, RANGE 15 EAST, PINELLAS COUNTY, FLORIDA: v v 0 0.70 +3. 3 + + 8 8 S S 1.11' I I1,` Ii�Ilillli'! x41") 1 }'(; AND O I P O.R. BOOK 4119, E E 0.11' j j l lh,l +ills a lrllitt, {li'i A PORTION OF LOTS 4, 5 AND 6, FORREST HILL E ;TATES, UNIT 5 IN LLA UN Y, L I A, HEN E AL NG THE B LINDA Y OF SAID PLAT BY THE FOLLOWING THREE CALLS: RIM EL = 41.28 1 1,S. 89'49'44" W., 45.00 FEET; N IE = 36.98 1 1 E IF = 37.08 a. 2.5. 00'04'33" E., 160.03 FEET; P, X 3.S. 86'45'04" W., 101.15 FEET; tVl THENCE N. 10'05'56" W., 183.81 FEET; THENCE N. 00'26'59 -., 208.50 FEET TO THE POINT OF BEGINNING } TOGETHER WITH: THE NORTH 260 FEET OF VACATED SKYVIEW AVENUE ADJA[NT TO WEST LINE OF LOTS 54 AND 69 OF FIRST ADDITION TO GATES KNOLL SUBDIVISION AND ADJACENT TO WEST R/W LINE OF TUSCOLA ROAD, LYING AND BEING IN PINELLAS COUNTY, FIRIDA. ECMP 1= ELLIPTICAL CORRUGATED METAL PIPE FXC = FOUND X -CUT PG = PAGE SIR = SET IRON ROD 1/2" LB 6113 y y r y = TOP OF BANK EL 1= ELEVATION GE = GRATE ELEVATION PLS = PROFESSIONAL LAND SURVEYOR SND = SET NAIL & DISC LB 6113 =TOE OF SLOPE or CENTER LINE OF DITCH EP = EDGE OF PAVEMENT IE = INVERT ELEVATION POB = POINT OF BEGINNING SR = STATE ROAD )( )` �( = 6' CHAIN LINK FENCE UNLESS OTHERWISE NOTED ERCP 1= ELLIPTICAL REINFORCE CONCRETE PIPE (L) = LEGAL DESCRIPTION ATA POC = POINT OF COMMENCEMENT S/T = SIDEWALK TIE 1� , 1�5' = OVERHEAD UTILITY LINES (F) = FIELD DATA LB = LICENSED BUSINESS PRM = PERMANENT REFERENCE MONUMENT STY = STORY - -G - - -G- - = APPROXIMATE LOCATION OF UNDERGROUND GAS LINE FCM = FOUND CONCRETE MONUMENT LS = LICENSED SURVEYOR PSM = PROFESSIONAL SURVEYOR & MAPPER SW = SIDEWALK - -W - - --W- - = APPROXIMATE LOCATION OF UNDERGROUND WATER LINE FDOT = FLORIDA DEPARTMENT OF TRANSPORTATION MAS = MASONRY P/T = PAVEMENT TIE TBM = TEMPORARY BENCH MARK - + - - -F- - = APPROXIMATE LCCATION OF UNDERGROUND FORCEMAIN FIR = FOUND IRON ROD MHW = MEAN HIGH WATER PVC = POLY VINYL CHLORIDE (TYP) = TYPICAL - 4 - - -R- - = APPROXIMATE LOCATION OF UNDERGROUND RECLAIMED WATER LINE FND = FOUND NAIL & DISC I NP = NORMAL POOL RCP = REINFORCE CONCRETE PIPE VCP = VITRIFIED CLAY PIPE - - -+2' =PVC- - - = APPROXIMATE LOCATION OF UNDERGROUND SANITARY SEWER LINE FOP = FOUND OPEN PIPE 0/A = OVERALL RLS = REGISTERED LAND SURVEYOR W/ = WITH _ 24=RCi- = APPROXIMATE LOCATION OF UNDERGROUND STORM SEWER LINE FPP = FOUND PINCHED PIPE OR = OFFICIAL RECORDS 10K R/W = RIGHT -OF -WAY WF = WOOD FENCE FRRS = FOUND RAILROAD SPIKE (P) = PLAT DATA SEC = SECTION W/T = WALL TIE F/T = FENCE TIE PB = PLAT BOOK SHW = SEASONAL HIGH WATER ;aIV11IrIfl }flll;'!i1!I� ?it1�4¢, n }:I 40.73 KALMIA CONDOMINIMU 2 "X18 "CMP NUMBER 5 001 O.R. BOOK 34 -03, wv PAGE 879 IM EL = 41.64 W IE = 37.74 LINE TABLE LINE BEARING DISTANCE 1_1 S89'49'44 "W 45.00 1_2 S86'45'04 "W 101.15 L3 N00'26'53 "E 50.19 L4 S00'1O'l6 "E 6.69 L5 S89'03'1 3"E 1 33.01 1_6 S89'03'1 YE 1 33.01 1_7 S00'10'16 "E 1 32.87 30.57 + 30.69 FOP 1' O:,, r 6'PVC ,.R X418 6" FENCE pp h Sy ?'14 +l I `''�r 32. 32.9 l 1 I r , I' iv „t ,t sI'r + z I , i 13” Y k l il't` + 1 ' (n %l 14,14 U+1 fI! 1 I- r'5 CD rQ, LOT 69 Q � � t. I 32 967 , 3x3 O6 33.2 33.2 O O a �s'i; a 'f +; I'. ; I--- `, lf') o0 1sa,'IS 8. O z rl) w,� I6 111 fi O „ 0 �m �■/�) ../ ,,111, ;;I 0 o n- �AA , 7 1 +r ?'r 77 (0 0 Q1`' N a I,,. e- ha 1111 i } 8' m „C0 Y4 LF 340 L` 034. — ,1441` \ 31.5 34;k, ?,RI 3 ,a 1` 'N•rF 10" RIM EL = 34.20 {4t 0 34'7 SW IE = 32.10 I+ `!',1 '1,1,i+ `' 9• E 1E = 32.10 , 0 +35.3 �'` t } 1: ..',0 ., 1 111 1 " " ,c,ill lT °'; Q U , .90 yJ ,1r LOT 54 ,1111 , 90 W t' I) t w , s 161(iVr ,: 35.72 ti IIIr + r 6 111 , 36.0 +36.8 l! 'v , yi ,L ni ;,` 24' O 1 + , I I I , l 1 � It _ II �t 1 i 41 t 1! t 7 36.6 ' 0 i 1 lJ 1 4, i 11 ( 1 , :1 -5'G F �lj I,I t , t r , t t s ( I , 1 , ,t 41r t,,7;pht '111)11 1. s; 0 s" W L. I , ,t t .. J:!,. t1 .1111tt 4)11'}1,!1 1 8" 6 6 t l s •1. ,l '. . 'I., :' s s 7a t ; il` 1 11 dl I � rr� — -- 3'Nill I jrtid , 120 W 0:9,9:, il ;, ,t }h ,,,,I � T�ISCOLA 7 niri; 36 7�i - n gII!!i" t, s1 � '36.9 (ROAD x,03 P1'.r` 9,] '7i,Irllr1;371G 1' 37.28 '37.01 A, 's+ ri n +, 4 51'1 S 1:.,, r r +r 11 : I J r", rl . 1• 11, tl.,. .,n ,,,.... 4,'. ) tit. .1.,\.:. ,n � } rr� �f r' , da.tt Y�.,',cCl � a,tt� ';.I + 37.66 �a 1,F ,,,rI440.o DE +:K ir1"ni�l,3sAl (O FID , , i "1(IiI 1'1114' 40.5 LIC ',UTILITY P[TERSON }'T)r1�r,,�: O.R. )OK,I1A,' 19, aAJGE�I il,1131 -a i(lll'� (`� D o z n K 3463 q� Y , 353 cn `t lP r, , W } V1UM LOT 37 O CD �Q3, I- 00 1!x z n „iI� O ,i ' F— m E 0— / p a I- V) m E TREE EECEND_ e = BAY TREE = BOTTLE BRUSH PEE EE * = CAMPHOR TREE ® =CEDAR @o = CHINABERRY TRE? 4 = CITRUS TREE d = CYPRESS TREE Q = ELM TREE 0 = EUCALYPTUS TREE 0 = MAGNOLIA TREE ® = MAPLE TREE Q = MULBERRY TREE ® = OAK TREE = OTHER SPECIES = PALM TREE O =PECAN TREE = PERSIMMON TREE = PINE TREE O = SYCAMORE TREE I = WAX MYRTLE TREE ® = WILLOW TREE 08 -11 -09 2 CORRECTED SANITARY MANHOLE DATA (SOUTHEAST CORNER OF PROPERTY) JT 07 -14 -09 1 ADDED PARCEL 2 JOD DATE NUMBER REVISIONS BY SECTION 23, TOWNSHIP 29 S., RANGE 15 E PINELLAS COUNTY, FLORIDA NOTES 1. BEARINGS ARE BASED ON THE SOUTH RIGHT -OF -WAY LINE OF BARRY STREET AS BEING S.89'03'13E. 2. SURVEY MAP AND REPORT OR THE COPIES THEREOF ARE NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED. 3. NO EXCAVATION WAS PERFORMED TO VERIFY THE LOCATION OR . EXISTENCE OF ANY UNDERGROUND UTILITIES, ENCROACHMENTS, IMPROVEMENTS, STRUCTURES OR FOUNDATIONS. 'UNDERGROUND UTILITY LINE LOCATIONS (IF SHOWN HEREON) ARE BASED UPON UTILITY PROVIDER ATLASES AND VISIBLE SURFACE EVIDENCE. 4. RE -USE OF THIS SURVEY FOR PURPOSES OTHER THAN WHICH IT WAS INTENDED, WITHOUT WRITTEN VERIFICATION, WILL BE AT THE RE -USERS SOLE RISK AND WITHOUT LIABILITY TO THE SURVEYOR, NOTHING HEREIN SHALL BE CONSTRUED TO GIVE ANY RIGHTS OR BENEFITS TO ANYONE OTHER THAN THOSE TO WHOM CERTIFIED, 5. ALL FOUND POINTS ARE UNMARKED UNLESS OTHERWISE NOTED. ALL PERIMETER BEARINGS AND DISTANCES ARE ALSO FIELD MEASURED UNLESS NOTED. 6. THIS SURVEY IS NOT INTENDED TO SHOW THE LOCATION OR EXISTENCE OF ANY JURISDICTIONAL, HAZARDOUS OR ENVIRONMENTALLY SENSITIVE AREAS. 7. THE SITE APPEARS TO BE IN FLOOD ZONES AE AND X, ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY, FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NUMBER 12103CO109H, EFFECTIVE DATE 5/17/05, POLARIS ASSOCIATES, INC. AND THE SIGNING SURVEYOR HEREON ASSUMES NO LIABILITY FOR THE ACCURACY OF THIS DETERMINATION. THE AUTHOR OF THE MAP, THE FEDERAL EMERGENCY MANAGEMENT AGENCY, OR THE LOCAL GOVERNMENTAL AGENCY HAVING JURISDICTION OVER SUCH MATTERS SHOULD BE CONTACTED PRIOR TO ANY JUDGMENTS BEING MADE FROM THIS INFORMATION. THE ABOVE REFERENCED MAP STATES IN THE NOTES TO THE USER THAT "THIS MAP IS FOR USE IN ADMINISTERING THE NATIONAL FLOOD INSURANCE PROGRAM" AND "THAT BASE FLOOD ELEVATIONS (BFEs) SHOWN REPRESENT ROUNDED WHOLE -FOOT ELEVATIONS AND THEREFORE MAY NOT EXACTLY REFLECT THE FLOOD ELEVATION DATA PRESENTED IN THE FLOOD INSURANCE STUDY (FIS) REPORT ". THE HIS REPORT WAS NOT CONSULTED FOR THIS SURVEY. 8. ANY ZONING INFORMATION SHOWN OR NOTED HEREON IS BASED ON INFORMATION AVAILABLE DURING THE PREPARATION OF THE SURVEY. THIS INFORMATION SHOULD BE VERIFIED WITH THE GOVERNING AUTHORITY PRIOR TO ANY DETERMINATIONS OR DESIGN. 9. 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. 10. UNLESS OTHERWISE THE SE IN DICATED THE PROPERTY DESCRIPTION AN EASEMENTS SHOWN W 0 D EASE E S S O WERE FURNISHED TO POLARIS ASSOCIATES, INC. AND ARE PRESUMED TO BE CORRECT. NO SEARCH OF ANY PUBLIC RECORDS, FOR EASEMENTS, DEEDS, ETC., WAS PERFORMED BY THIS FIRM FOR THE COMPLETION OF THIS SURVEY AND THERE MAY BE ADDITIONAL RESTRICTIONS THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY, 11. DESCRIPTIONS AND EASEMENTS SHOWN HEREON WERE TAKEN FROM A FIRST AMERICAN TITLE INSURANCE COMPANY COMMITMENT FOR TIT LE INSU RAN C E, CO MMITMENT NUMBER FA -CC - 2037 - 2152581, EFFECTIVE DATE: MAY 22ND 2009 AT 8:00 A.M. ISSUED BY BROAD AND CASSEL. (PARCEL 1) AND FIRST AMERICAN TITLE INSURANCE COMPANY COMMITMENT FOR TITLE INSURANCE COMMITMENT NUMBER FA- CC- 2037 - 2153026 EFFECTIVE DATE JUNE 12, 2009 AT 8:00 A.M. ISSUED BY BROAD AND CASSEL (PARCEL 2) THE FOLLOWING ARE SCHEDULE B II EXCEPTIONS FOR PARCEL 1 ITEMS 1 THROUGH 8 ARE NOT MATTERS OF SURVEY. ITEM 9 - THE SITE IS SUBJECT TO DECLARATION OF RESTRICTIONS RECORDED IN O.R. BOOK 1373, PAGE 26, RE- RECORDED IN O.R. BOOK 1399, PAGE 3, AS MODIFIED INO.R. BOOK 1728, PAGE 422, O.R. BOOK 1786, PAGE 270 AND O.R. BOOK 2796, PAGE 258 ALL IN THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. THE SETBACK RESTRICTIONS ARE SHOWN HEREON. ITEM 10 - THE DECLARATION OF RESTRICTIONS RECORDED IN O.R. BOOK 3480, PAGE 750, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA CONTAIN CERTAIN RESTRICTIONS CONCERNING THE 33.00 FOOT VACATED RIGHT OF WAY ADJACENT T T THE PROPERTY DESCRIBED HEREON. CAN NOT BE DRAWN. ITEM 11 - SITE S SUBJECT I E I TO RESTRICTIONS IMPOSED BY WARRANTY 411 DEED RECORDED IN O.R. BOOK E 9 PACE 1131 PUBLIC RECORDS OF PINELLAS COUNTY FLORIDA. PARCEL 2 OF THE DESCRIBED LANDS IN THIS DOCUMENT IS SHOWN HEREON. ITEM 12 - THE SITE IS SUBJECT TO RESTRICTIONS DEDICATIONS CONDITIONS, RESERVATIONS EASEMENTS AN OTHER R 0 E MATTERS H WN N T S 0 O HE PLAT OF FORREST I ES HILLS ESTATES UNIT NIT 5 AS RECORDED IN PLAT BOOK 58 PACE 34 PUBLIC RECORDS OF PIN ELL A S COUNTY, FLORIDA. THE SETBACK SHOWN ON THE PLAT HAVE BEEN SHOWN HEREON. . ITEM 13 - A M N GRANTED TO FLORIDA POWER CORPORATION RECORDED IN O.R. BOOK 1477, PAGE 189, PUBLIC RECORDS OF :PINELLAS COUNTY, FLORIDA IS SHOWN HEREON. ITEM 14 -AREA OF PARTY WALL AGREEMENT RECORDED IN O.R. BOOK 5295, PACE 55, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA IS SHOWN HEREON. ITEMS 15 THROUGH 17 ARE NOT MATTERS OF SURVEY. THE FOLLOWING ARE SCHEDULE B II EXCEPTIONS FOR PARCEL 2 (FIRST AMERICAN TITLE INSURANCE COMPANY COMMITMENT FOR TITLE INSURANCE COMMITMENT NUMBER FA -CC- 2037- 2153026 EFFECTIVE DATE JUNE 12, 2009 AT 8:00 A.M, ISSUED BY BROAD AND CASSEL). ITEMS 1 THROUGH 9 ARE NOT MATTERS OF SURVEY ITEM 10 -AREA OF RESOLUTION RECORDED IN OFFICIAL RECORDS BOOK 3463, PAGE 353 IS SHOWN HEREON. ITEM 11 - AREA OF DECLARATION OF COVENANTS, CONDITIONS, RESTRICTIONS AND EASEMENTS RECORDED IN O.R. BOOK 3480, PAGE 750 IS SHOWN HEREON, 12. ELEVATIONS ARE BASED ON CITY OF CLEARWATER BENCHMARKS D -07 HAVING AN ELEVATION OF 50.82 AND D -08 HAVING AND ELEVATION OF 25,81 NORTH AMERICAN VERTICAL DATUM 1988 (NAVD 88). 13. TREES 4" IN DIAMETER AND LARGER HAVE BEEN LOCATED WITH COMMON NAME AND APPROXIMATE DIAMETER BREAST HIGH. SMALLER TREES, NON- PROTECTED SPECIES (INCLUDING ORNAMENTALS) AND TREES WITHIN JURISDICTIONAL AREAS (IF ANY) HAVE NOT BEEN LOCATED. TREES BY NATURE ARE IRREGULAR IN SIZE AND SHAPE. EVERY EFFORT IS MADE TO ACCURATELY LOCATE TREES. THE TREE LOCATION IS THE CENTER OF THE TREE. THIS LOCATION MAY BE DIFFERENT IF LOCATED FROM A DIFFERENT DIRECTION, ALL TREE LOCATIONS SHOULD BE FIELD CHECKED IF CRITICAL TO DESIGN, C E R T I F I C A T I O N CERTIFIED TO: RLI BENEFICIAL ACQUISITIONS LLC, 0 &P INVESTMENTS OF TAMPA, INC,, FIRST .u;;�:.,,� -- �_"""`• " AMERICAN TITLE INSURANCE COMPANY, BROAD AND CASSEL AND GULFCOAST CONSULTING, ,ice INC. "? 4 -, i ti 2 1 THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED Q° 9 WERE MADE IN ACCORDANCE WITH THE "MINIMUM STANDARD DETAIL REQUIREMENTS FOR I ALTA /ACSM LAND TITLE SURVEYS," JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND NSPS `1 IN 2005, AND INCLUDES NO ITEMS OF TABLE A THEREOF. PURSUANT TO THE ACCURACY ?, STANDARDS AS ADOPTED BY ALTA AND NSPS AND IN EFFECT ON THE DATE OF THIS .0 ?" CERTIFICATION, UNDERSIGNED FURTHER CERTIFIES THAT IN MY PROFESSIONAL OPINION, AS A 'J') LAND SURVEYOR REGISTERED IN THE STATE OF FLORIDA, THE RELATIVE POSITIONAL ACCURACY OF THIS SURVEY DOES NOT EXCEED THAT WHICH IS '1 „ ' , SPECIFIED THEREIN. THE UNDERSIGNED FURTHER CERTIFIES THAT THE SURVEY REPRESENTED HEREON MEETS THE MINIMUM TECHNICAL STANDARDS SET FORTH BY THE FLORIDA BOARD OR a ,: f. PROFESSIONAL LAND SURVEYORS IN CHAPTER 61G17 -6, FLORIDA ADMINISTRATIVE CODE," ', `ia I PURSUANT TO SECTION 472.027 FLORIDA STATUTES. (` /J s ..5.i f ,;, i 06/30/09 /d ,1. DATE OF SURVEY JOHN 0. DIEHL / t� t A -,: r ,s. 1,7J 1 � i PROFESSIONAL LAND SURVEYOR .,'t' , '-F,k LICENSE NUMBER LS 4053 b'' ' STATE OF FLORIDA }q! 7�a.r : PROJECT: «> r: PINE BERRY SENIOR APARTMENTS TYPE OF SURVEY: BOUNDARY AND TOPOGRAPHIC SURVEY ALTA /ACSM• LAND TITLE SURVEY PREPARED FOR: GULF COAST CONSULTING, INC. POLARIS ASSOCIATES INC. PROFESSIONAL SURVEYING LB 6113 18850 U.S. HIGHWAY 19 SUITE 500 CLEARWATER, FLORIDA 33764 SURVEY DATE: 1/22/08 (727) 524 -6500 SAVED: 8/25/2009 11:21 AM PLOTTED: 8/25/2009 11:22 AM CHECKED BY: SCALE: DRAWN BY: JOB NO. DRAWING PATH: SHEET JOD I 1" = 30' JDF 01 -3945 IH: \JN\3945\DWG\3945BTREV2,DWG 1 OF 1 ;aIV11IrIfl }flll;'!i1!I� ?it1�4¢, n }:I 40.73 KALMIA CONDOMINIMU 2 "X18 "CMP NUMBER 5 001 O.R. BOOK 34 -03, wv PAGE 879 IM EL = 41.64 W IE = 37.74 LINE TABLE LINE BEARING DISTANCE 1_1 S89'49'44 "W 45.00 1_2 S86'45'04 "W 101.15 L3 N00'26'53 "E 50.19 L4 S00'1O'l6 "E 6.69 L5 S89'03'1 3"E 1 33.01 1_6 S89'03'1 YE 1 33.01 1_7 S00'10'16 "E 1 32.87 30.57 + 30.69 FOP 1' O:,, r 6'PVC ,.R X418 6" FENCE pp h Sy ?'14 +l I `''�r 32. 32.9 l 1 I r , I' iv „t ,t sI'r + z I , i 13” Y k l il't` + 1 ' (n %l 14,14 U+1 fI! 1 I- r'5 CD rQ, LOT 69 Q � � t. I 32 967 , 3x3 O6 33.2 33.2 O O a �s'i; a 'f +; I'. ; I--- `, lf') o0 1sa,'IS 8. O z rl) w,� I6 111 fi O „ 0 �m �■/�) ../ ,,111, ;;I 0 o n- �AA , 7 1 +r ?'r 77 (0 0 Q1`' N a I,,. e- ha 1111 i } 8' m „C0 Y4 LF 340 L` 034. — ,1441` \ 31.5 34;k, ?,RI 3 ,a 1` 'N•rF 10" RIM EL = 34.20 {4t 0 34'7 SW IE = 32.10 I+ `!',1 '1,1,i+ `' 9• E 1E = 32.10 , 0 +35.3 �'` t } 1: ..',0 ., 1 111 1 " " ,c,ill lT °'; Q U , .90 yJ ,1r LOT 54 ,1111 , 90 W t' I) t w , s 161(iVr ,: 35.72 ti IIIr + r 6 111 , 36.0 +36.8 l! 'v , yi ,L ni ;,` 24' O 1 + , I I I , l 1 � It _ II �t 1 i 41 t 1! t 7 36.6 ' 0 i 1 lJ 1 4, i 11 ( 1 , :1 -5'G F �lj I,I t , t r , t t s ( I , 1 , ,t 41r t,,7;pht '111)11 1. s; 0 s" W L. I , ,t t .. J:!,. t1 .1111tt 4)11'}1,!1 1 8" 6 6 t l s •1. ,l '. . 'I., :' s s 7a t ; il` 1 11 dl I � rr� — -- 3'Nill I jrtid , 120 W 0:9,9:, il ;, ,t }h ,,,,I � T�ISCOLA 7 niri; 36 7�i - n gII!!i" t, s1 � '36.9 (ROAD x,03 P1'.r` 9,] '7i,Irllr1;371G 1' 37.28 '37.01 A, 's+ ri n +, 4 51'1 S 1:.,, r r +r 11 : I J r", rl . 1• 11, tl.,. .,n ,,,.... 4,'. ) tit. .1.,\.:. ,n � } rr� �f r' , da.tt Y�.,',cCl � a,tt� ';.I + 37.66 �a 1,F ,,,rI440.o DE +:K ir1"ni�l,3sAl (O FID , , i "1(IiI 1'1114' 40.5 LIC ',UTILITY P[TERSON }'T)r1�r,,�: O.R. )OK,I1A,' 19, aAJGE�I il,1131 -a i(lll'� (`� D o z n K 3463 q� Y , 353 cn `t lP r, , W } V1UM LOT 37 O CD �Q3, I- 00 1!x z n „iI� O ,i ' F— m E 0— / p a I- V) m E TREE EECEND_ e = BAY TREE = BOTTLE BRUSH PEE EE * = CAMPHOR TREE ® =CEDAR @o = CHINABERRY TRE? 4 = CITRUS TREE d = CYPRESS TREE Q = ELM TREE 0 = EUCALYPTUS TREE 0 = MAGNOLIA TREE ® = MAPLE TREE Q = MULBERRY TREE ® = OAK TREE = OTHER SPECIES = PALM TREE O =PECAN TREE = PERSIMMON TREE = PINE TREE O = SYCAMORE TREE I = WAX MYRTLE TREE ® = WILLOW TREE 08 -11 -09 2 CORRECTED SANITARY MANHOLE DATA (SOUTHEAST CORNER OF PROPERTY) JT 07 -14 -09 1 ADDED PARCEL 2 JOD DATE NUMBER REVISIONS BY SECTION 23, TOWNSHIP 29 S., RANGE 15 E PINELLAS COUNTY, FLORIDA NOTES 1. BEARINGS ARE BASED ON THE SOUTH RIGHT -OF -WAY LINE OF BARRY STREET AS BEING S.89'03'13E. 2. SURVEY MAP AND REPORT OR THE COPIES THEREOF ARE NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED. 3. NO EXCAVATION WAS PERFORMED TO VERIFY THE LOCATION OR . EXISTENCE OF ANY UNDERGROUND UTILITIES, ENCROACHMENTS, IMPROVEMENTS, STRUCTURES OR FOUNDATIONS. 'UNDERGROUND UTILITY LINE LOCATIONS (IF SHOWN HEREON) ARE BASED UPON UTILITY PROVIDER ATLASES AND VISIBLE SURFACE EVIDENCE. 4. RE -USE OF THIS SURVEY FOR PURPOSES OTHER THAN WHICH IT WAS INTENDED, WITHOUT WRITTEN VERIFICATION, WILL BE AT THE RE -USERS SOLE RISK AND WITHOUT LIABILITY TO THE SURVEYOR, NOTHING HEREIN SHALL BE CONSTRUED TO GIVE ANY RIGHTS OR BENEFITS TO ANYONE OTHER THAN THOSE TO WHOM CERTIFIED, 5. ALL FOUND POINTS ARE UNMARKED UNLESS OTHERWISE NOTED. ALL PERIMETER BEARINGS AND DISTANCES ARE ALSO FIELD MEASURED UNLESS NOTED. 6. THIS SURVEY IS NOT INTENDED TO SHOW THE LOCATION OR EXISTENCE OF ANY JURISDICTIONAL, HAZARDOUS OR ENVIRONMENTALLY SENSITIVE AREAS. 7. THE SITE APPEARS TO BE IN FLOOD ZONES AE AND X, ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY, FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NUMBER 12103CO109H, EFFECTIVE DATE 5/17/05, POLARIS ASSOCIATES, INC. AND THE SIGNING SURVEYOR HEREON ASSUMES NO LIABILITY FOR THE ACCURACY OF THIS DETERMINATION. THE AUTHOR OF THE MAP, THE FEDERAL EMERGENCY MANAGEMENT AGENCY, OR THE LOCAL GOVERNMENTAL AGENCY HAVING JURISDICTION OVER SUCH MATTERS SHOULD BE CONTACTED PRIOR TO ANY JUDGMENTS BEING MADE FROM THIS INFORMATION. THE ABOVE REFERENCED MAP STATES IN THE NOTES TO THE USER THAT "THIS MAP IS FOR USE IN ADMINISTERING THE NATIONAL FLOOD INSURANCE PROGRAM" AND "THAT BASE FLOOD ELEVATIONS (BFEs) SHOWN REPRESENT ROUNDED WHOLE -FOOT ELEVATIONS AND THEREFORE MAY NOT EXACTLY REFLECT THE FLOOD ELEVATION DATA PRESENTED IN THE FLOOD INSURANCE STUDY (FIS) REPORT ". THE HIS REPORT WAS NOT CONSULTED FOR THIS SURVEY. 8. ANY ZONING INFORMATION SHOWN OR NOTED HEREON IS BASED ON INFORMATION AVAILABLE DURING THE PREPARATION OF THE SURVEY. THIS INFORMATION SHOULD BE VERIFIED WITH THE GOVERNING AUTHORITY PRIOR TO ANY DETERMINATIONS OR DESIGN. 9. 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. 10. UNLESS OTHERWISE THE SE IN DICATED THE PROPERTY DESCRIPTION AN EASEMENTS SHOWN W 0 D EASE E S S O WERE FURNISHED TO POLARIS ASSOCIATES, INC. AND ARE PRESUMED TO BE CORRECT. NO SEARCH OF ANY PUBLIC RECORDS, FOR EASEMENTS, DEEDS, ETC., WAS PERFORMED BY THIS FIRM FOR THE COMPLETION OF THIS SURVEY AND THERE MAY BE ADDITIONAL RESTRICTIONS THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY, 11. DESCRIPTIONS AND EASEMENTS SHOWN HEREON WERE TAKEN FROM A FIRST AMERICAN TITLE INSURANCE COMPANY COMMITMENT FOR TIT LE INSU RAN C E, CO MMITMENT NUMBER FA -CC - 2037 - 2152581, EFFECTIVE DATE: MAY 22ND 2009 AT 8:00 A.M. ISSUED BY BROAD AND CASSEL. (PARCEL 1) AND FIRST AMERICAN TITLE INSURANCE COMPANY COMMITMENT FOR TITLE INSURANCE COMMITMENT NUMBER FA- CC- 2037 - 2153026 EFFECTIVE DATE JUNE 12, 2009 AT 8:00 A.M. ISSUED BY BROAD AND CASSEL (PARCEL 2) THE FOLLOWING ARE SCHEDULE B II EXCEPTIONS FOR PARCEL 1 ITEMS 1 THROUGH 8 ARE NOT MATTERS OF SURVEY. ITEM 9 - THE SITE IS SUBJECT TO DECLARATION OF RESTRICTIONS RECORDED IN O.R. BOOK 1373, PAGE 26, RE- RECORDED IN O.R. BOOK 1399, PAGE 3, AS MODIFIED INO.R. BOOK 1728, PAGE 422, O.R. BOOK 1786, PAGE 270 AND O.R. BOOK 2796, PAGE 258 ALL IN THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. THE SETBACK RESTRICTIONS ARE SHOWN HEREON. ITEM 10 - THE DECLARATION OF RESTRICTIONS RECORDED IN O.R. BOOK 3480, PAGE 750, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA CONTAIN CERTAIN RESTRICTIONS CONCERNING THE 33.00 FOOT VACATED RIGHT OF WAY ADJACENT T T THE PROPERTY DESCRIBED HEREON. CAN NOT BE DRAWN. ITEM 11 - SITE S SUBJECT I E I TO RESTRICTIONS IMPOSED BY WARRANTY 411 DEED RECORDED IN O.R. BOOK E 9 PACE 1131 PUBLIC RECORDS OF PINELLAS COUNTY FLORIDA. PARCEL 2 OF THE DESCRIBED LANDS IN THIS DOCUMENT IS SHOWN HEREON. ITEM 12 - THE SITE IS SUBJECT TO RESTRICTIONS DEDICATIONS CONDITIONS, RESERVATIONS EASEMENTS AN OTHER R 0 E MATTERS H WN N T S 0 O HE PLAT OF FORREST I ES HILLS ESTATES UNIT NIT 5 AS RECORDED IN PLAT BOOK 58 PACE 34 PUBLIC RECORDS OF PIN ELL A S COUNTY, FLORIDA. THE SETBACK SHOWN ON THE PLAT HAVE BEEN SHOWN HEREON. . ITEM 13 - A M N GRANTED TO FLORIDA POWER CORPORATION RECORDED IN O.R. BOOK 1477, PAGE 189, PUBLIC RECORDS OF :PINELLAS COUNTY, FLORIDA IS SHOWN HEREON. ITEM 14 -AREA OF PARTY WALL AGREEMENT RECORDED IN O.R. BOOK 5295, PACE 55, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA IS SHOWN HEREON. ITEMS 15 THROUGH 17 ARE NOT MATTERS OF SURVEY. THE FOLLOWING ARE SCHEDULE B II EXCEPTIONS FOR PARCEL 2 (FIRST AMERICAN TITLE INSURANCE COMPANY COMMITMENT FOR TITLE INSURANCE COMMITMENT NUMBER FA -CC- 2037- 2153026 EFFECTIVE DATE JUNE 12, 2009 AT 8:00 A.M, ISSUED BY BROAD AND CASSEL). ITEMS 1 THROUGH 9 ARE NOT MATTERS OF SURVEY ITEM 10 -AREA OF RESOLUTION RECORDED IN OFFICIAL RECORDS BOOK 3463, PAGE 353 IS SHOWN HEREON. ITEM 11 - AREA OF DECLARATION OF COVENANTS, CONDITIONS, RESTRICTIONS AND EASEMENTS RECORDED IN O.R. BOOK 3480, PAGE 750 IS SHOWN HEREON, 12. ELEVATIONS ARE BASED ON CITY OF CLEARWATER BENCHMARKS D -07 HAVING AN ELEVATION OF 50.82 AND D -08 HAVING AND ELEVATION OF 25,81 NORTH AMERICAN VERTICAL DATUM 1988 (NAVD 88). 13. TREES 4" IN DIAMETER AND LARGER HAVE BEEN LOCATED WITH COMMON NAME AND APPROXIMATE DIAMETER BREAST HIGH. SMALLER TREES, NON- PROTECTED SPECIES (INCLUDING ORNAMENTALS) AND TREES WITHIN JURISDICTIONAL AREAS (IF ANY) HAVE NOT BEEN LOCATED. TREES BY NATURE ARE IRREGULAR IN SIZE AND SHAPE. EVERY EFFORT IS MADE TO ACCURATELY LOCATE TREES. THE TREE LOCATION IS THE CENTER OF THE TREE. THIS LOCATION MAY BE DIFFERENT IF LOCATED FROM A DIFFERENT DIRECTION, ALL TREE LOCATIONS SHOULD BE FIELD CHECKED IF CRITICAL TO DESIGN, C E R T I F I C A T I O N CERTIFIED TO: RLI BENEFICIAL ACQUISITIONS LLC, 0 &P INVESTMENTS OF TAMPA, INC,, FIRST .u;;�:.,,� -- �_"""`• " AMERICAN TITLE INSURANCE COMPANY, BROAD AND CASSEL AND GULFCOAST CONSULTING, ,ice INC. "? 4 -, i ti 2 1 THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED Q° 9 WERE MADE IN ACCORDANCE WITH THE "MINIMUM STANDARD DETAIL REQUIREMENTS FOR I ALTA /ACSM LAND TITLE SURVEYS," JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND NSPS `1 IN 2005, AND INCLUDES NO ITEMS OF TABLE A THEREOF. PURSUANT TO THE ACCURACY ?, STANDARDS AS ADOPTED BY ALTA AND NSPS AND IN EFFECT ON THE DATE OF THIS .0 ?" CERTIFICATION, UNDERSIGNED FURTHER CERTIFIES THAT IN MY PROFESSIONAL OPINION, AS A 'J') LAND SURVEYOR REGISTERED IN THE STATE OF FLORIDA, THE RELATIVE POSITIONAL ACCURACY OF THIS SURVEY DOES NOT EXCEED THAT WHICH IS '1 „ ' , SPECIFIED THEREIN. THE UNDERSIGNED FURTHER CERTIFIES THAT THE SURVEY REPRESENTED HEREON MEETS THE MINIMUM TECHNICAL STANDARDS SET FORTH BY THE FLORIDA BOARD OR a ,: f. PROFESSIONAL LAND SURVEYORS IN CHAPTER 61G17 -6, FLORIDA ADMINISTRATIVE CODE," ', `ia I PURSUANT TO SECTION 472.027 FLORIDA STATUTES. (` /J s ..5.i f ,;, i 06/30/09 /d ,1. DATE OF SURVEY JOHN 0. DIEHL / t� t A -,: r ,s. 1,7J 1 � i PROFESSIONAL LAND SURVEYOR .,'t' , '-F,k LICENSE NUMBER LS 4053 b'' ' STATE OF FLORIDA }q! 7�a.r : PROJECT: «> r: PINE BERRY SENIOR APARTMENTS TYPE OF SURVEY: BOUNDARY AND TOPOGRAPHIC SURVEY ALTA /ACSM• LAND TITLE SURVEY PREPARED FOR: GULF COAST CONSULTING, INC. POLARIS ASSOCIATES INC. PROFESSIONAL SURVEYING LB 6113 18850 U.S. HIGHWAY 19 SUITE 500 CLEARWATER, FLORIDA 33764 SURVEY DATE: 1/22/08 (727) 524 -6500 SAVED: 8/25/2009 11:21 AM PLOTTED: 8/25/2009 11:22 AM CHECKED BY: SCALE: DRAWN BY: JOB NO. DRAWING PATH: SHEET JOD I 1" = 30' JDF 01 -3945 IH: \JN\3945\DWG\3945BTREV2,DWG 1 OF 1 30.57 + 30.69 FOP 1' O:,, r 6'PVC ,.R X418 6" FENCE pp h Sy ?'14 +l I `''�r 32. 32.9 l 1 I r , I' iv „t ,t sI'r + z I , i 13” Y k l il't` + 1 ' (n %l 14,14 U+1 fI! 1 I- r'5 CD rQ, LOT 69 Q � � t. I 32 967 , 3x3 O6 33.2 33.2 O O a �s'i; a 'f +; I'. ; I--- `, lf') o0 1sa,'IS 8. O z rl) w,� I6 111 fi O „ 0 �m �■/�) ../ ,,111, ;;I 0 o n- �AA , 7 1 +r ?'r 77 (0 0 Q1`' N a I,,. e- ha 1111 i } 8' m „C0 Y4 LF 340 L` 034. — ,1441` \ 31.5 34;k, ?,RI 3 ,a 1` 'N•rF 10" RIM EL = 34.20 {4t 0 34'7 SW IE = 32.10 I+ `!',1 '1,1,i+ `' 9• E 1E = 32.10 , 0 +35.3 �'` t } 1: ..',0 ., 1 111 1 " " ,c,ill lT °'; Q U , .90 yJ ,1r LOT 54 ,1111 , 90 W t' I) t w , s 161(iVr ,: 35.72 ti IIIr + r 6 111 , 36.0 +36.8 l! 'v , yi ,L ni ;,` 24' O 1 + , I I I , l 1 � It _ II �t 1 i 41 t 1! t 7 36.6 ' 0 i 1 lJ 1 4, i 11 ( 1 , :1 -5'G F �lj I,I t , t r , t t s ( I , 1 , ,t 41r t,,7;pht '111)11 1. s; 0 s" W L. I , ,t t .. J:!,. t1 .1111tt 4)11'}1,!1 1 8" 6 6 t l s •1. ,l '. . 'I., :' s s 7a t ; il` 1 11 dl I � rr� — -- 3'Nill I jrtid , 120 W 0:9,9:, il ;, ,t }h ,,,,I � T�ISCOLA 7 niri; 36 7�i - n gII!!i" t, s1 � '36.9 (ROAD x,03 P1'.r` 9,] '7i,Irllr1;371G 1' 37.28 '37.01 A, 's+ ri n +, 4 51'1 S 1:.,, r r +r 11 : I J r", rl . 1• 11, tl.,. .,n ,,,.... 4,'. ) tit. .1.,\.:. ,n � } rr� �f r' , da.tt Y�.,',cCl � a,tt� ';.I + 37.66 �a 1,F ,,,rI440.o DE +:K ir1"ni�l,3sAl (O FID , , i "1(IiI 1'1114' 40.5 LIC ',UTILITY P[TERSON }'T)r1�r,,�: O.R. )OK,I1A,' 19, aAJGE�I il,1131 -a i(lll'� (`� D o z n K 3463 q� Y , 353 cn `t lP r, , W } V1UM LOT 37 O CD �Q3, I- 00 1!x z n „iI� O ,i ' F— m E 0— / p a I- V) m E TREE EECEND_ e = BAY TREE = BOTTLE BRUSH PEE EE * = CAMPHOR TREE ® =CEDAR @o = CHINABERRY TRE? 4 = CITRUS TREE d = CYPRESS TREE Q = ELM TREE 0 = EUCALYPTUS TREE 0 = MAGNOLIA TREE ® = MAPLE TREE Q = MULBERRY TREE ® = OAK TREE = OTHER SPECIES = PALM TREE O =PECAN TREE = PERSIMMON TREE = PINE TREE O = SYCAMORE TREE I = WAX MYRTLE TREE ® = WILLOW TREE 08 -11 -09 2 CORRECTED SANITARY MANHOLE DATA (SOUTHEAST CORNER OF PROPERTY) JT 07 -14 -09 1 ADDED PARCEL 2 JOD DATE NUMBER REVISIONS BY SECTION 23, TOWNSHIP 29 S., RANGE 15 E PINELLAS COUNTY, FLORIDA NOTES 1. BEARINGS ARE BASED ON THE SOUTH RIGHT -OF -WAY LINE OF BARRY STREET AS BEING S.89'03'13E. 2. SURVEY MAP AND REPORT OR THE COPIES THEREOF ARE NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED. 3. NO EXCAVATION WAS PERFORMED TO VERIFY THE LOCATION OR . EXISTENCE OF ANY UNDERGROUND UTILITIES, ENCROACHMENTS, IMPROVEMENTS, STRUCTURES OR FOUNDATIONS. 'UNDERGROUND UTILITY LINE LOCATIONS (IF SHOWN HEREON) ARE BASED UPON UTILITY PROVIDER ATLASES AND VISIBLE SURFACE EVIDENCE. 4. RE -USE OF THIS SURVEY FOR PURPOSES OTHER THAN WHICH IT WAS INTENDED, WITHOUT WRITTEN VERIFICATION, WILL BE AT THE RE -USERS SOLE RISK AND WITHOUT LIABILITY TO THE SURVEYOR, NOTHING HEREIN SHALL BE CONSTRUED TO GIVE ANY RIGHTS OR BENEFITS TO ANYONE OTHER THAN THOSE TO WHOM CERTIFIED, 5. ALL FOUND POINTS ARE UNMARKED UNLESS OTHERWISE NOTED. ALL PERIMETER BEARINGS AND DISTANCES ARE ALSO FIELD MEASURED UNLESS NOTED. 6. THIS SURVEY IS NOT INTENDED TO SHOW THE LOCATION OR EXISTENCE OF ANY JURISDICTIONAL, HAZARDOUS OR ENVIRONMENTALLY SENSITIVE AREAS. 7. THE SITE APPEARS TO BE IN FLOOD ZONES AE AND X, ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY, FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NUMBER 12103CO109H, EFFECTIVE DATE 5/17/05, POLARIS ASSOCIATES, INC. AND THE SIGNING SURVEYOR HEREON ASSUMES NO LIABILITY FOR THE ACCURACY OF THIS DETERMINATION. THE AUTHOR OF THE MAP, THE FEDERAL EMERGENCY MANAGEMENT AGENCY, OR THE LOCAL GOVERNMENTAL AGENCY HAVING JURISDICTION OVER SUCH MATTERS SHOULD BE CONTACTED PRIOR TO ANY JUDGMENTS BEING MADE FROM THIS INFORMATION. THE ABOVE REFERENCED MAP STATES IN THE NOTES TO THE USER THAT "THIS MAP IS FOR USE IN ADMINISTERING THE NATIONAL FLOOD INSURANCE PROGRAM" AND "THAT BASE FLOOD ELEVATIONS (BFEs) SHOWN REPRESENT ROUNDED WHOLE -FOOT ELEVATIONS AND THEREFORE MAY NOT EXACTLY REFLECT THE FLOOD ELEVATION DATA PRESENTED IN THE FLOOD INSURANCE STUDY (FIS) REPORT ". THE HIS REPORT WAS NOT CONSULTED FOR THIS SURVEY. 8. ANY ZONING INFORMATION SHOWN OR NOTED HEREON IS BASED ON INFORMATION AVAILABLE DURING THE PREPARATION OF THE SURVEY. THIS INFORMATION SHOULD BE VERIFIED WITH THE GOVERNING AUTHORITY PRIOR TO ANY DETERMINATIONS OR DESIGN. 9. 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. 10. UNLESS OTHERWISE THE SE IN DICATED THE PROPERTY DESCRIPTION AN EASEMENTS SHOWN W 0 D EASE E S S O WERE FURNISHED TO POLARIS ASSOCIATES, INC. AND ARE PRESUMED TO BE CORRECT. NO SEARCH OF ANY PUBLIC RECORDS, FOR EASEMENTS, DEEDS, ETC., WAS PERFORMED BY THIS FIRM FOR THE COMPLETION OF THIS SURVEY AND THERE MAY BE ADDITIONAL RESTRICTIONS THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY, 11. DESCRIPTIONS AND EASEMENTS SHOWN HEREON WERE TAKEN FROM A FIRST AMERICAN TITLE INSURANCE COMPANY COMMITMENT FOR TIT LE INSU RAN C E, CO MMITMENT NUMBER FA -CC - 2037 - 2152581, EFFECTIVE DATE: MAY 22ND 2009 AT 8:00 A.M. ISSUED BY BROAD AND CASSEL. (PARCEL 1) AND FIRST AMERICAN TITLE INSURANCE COMPANY COMMITMENT FOR TITLE INSURANCE COMMITMENT NUMBER FA- CC- 2037 - 2153026 EFFECTIVE DATE JUNE 12, 2009 AT 8:00 A.M. ISSUED BY BROAD AND CASSEL (PARCEL 2) THE FOLLOWING ARE SCHEDULE B II EXCEPTIONS FOR PARCEL 1 ITEMS 1 THROUGH 8 ARE NOT MATTERS OF SURVEY. ITEM 9 - THE SITE IS SUBJECT TO DECLARATION OF RESTRICTIONS RECORDED IN O.R. BOOK 1373, PAGE 26, RE- RECORDED IN O.R. BOOK 1399, PAGE 3, AS MODIFIED INO.R. BOOK 1728, PAGE 422, O.R. BOOK 1786, PAGE 270 AND O.R. BOOK 2796, PAGE 258 ALL IN THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. THE SETBACK RESTRICTIONS ARE SHOWN HEREON. ITEM 10 - THE DECLARATION OF RESTRICTIONS RECORDED IN O.R. BOOK 3480, PAGE 750, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA CONTAIN CERTAIN RESTRICTIONS CONCERNING THE 33.00 FOOT VACATED RIGHT OF WAY ADJACENT T T THE PROPERTY DESCRIBED HEREON. CAN NOT BE DRAWN. ITEM 11 - SITE S SUBJECT I E I TO RESTRICTIONS IMPOSED BY WARRANTY 411 DEED RECORDED IN O.R. BOOK E 9 PACE 1131 PUBLIC RECORDS OF PINELLAS COUNTY FLORIDA. PARCEL 2 OF THE DESCRIBED LANDS IN THIS DOCUMENT IS SHOWN HEREON. ITEM 12 - THE SITE IS SUBJECT TO RESTRICTIONS DEDICATIONS CONDITIONS, RESERVATIONS EASEMENTS AN OTHER R 0 E MATTERS H WN N T S 0 O HE PLAT OF FORREST I ES HILLS ESTATES UNIT NIT 5 AS RECORDED IN PLAT BOOK 58 PACE 34 PUBLIC RECORDS OF PIN ELL A S COUNTY, FLORIDA. THE SETBACK SHOWN ON THE PLAT HAVE BEEN SHOWN HEREON. . ITEM 13 - A M N GRANTED TO FLORIDA POWER CORPORATION RECORDED IN O.R. BOOK 1477, PAGE 189, PUBLIC RECORDS OF :PINELLAS COUNTY, FLORIDA IS SHOWN HEREON. ITEM 14 -AREA OF PARTY WALL AGREEMENT RECORDED IN O.R. BOOK 5295, PACE 55, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA IS SHOWN HEREON. ITEMS 15 THROUGH 17 ARE NOT MATTERS OF SURVEY. THE FOLLOWING ARE SCHEDULE B II EXCEPTIONS FOR PARCEL 2 (FIRST AMERICAN TITLE INSURANCE COMPANY COMMITMENT FOR TITLE INSURANCE COMMITMENT NUMBER FA -CC- 2037- 2153026 EFFECTIVE DATE JUNE 12, 2009 AT 8:00 A.M, ISSUED BY BROAD AND CASSEL). ITEMS 1 THROUGH 9 ARE NOT MATTERS OF SURVEY ITEM 10 -AREA OF RESOLUTION RECORDED IN OFFICIAL RECORDS BOOK 3463, PAGE 353 IS SHOWN HEREON. ITEM 11 - AREA OF DECLARATION OF COVENANTS, CONDITIONS, RESTRICTIONS AND EASEMENTS RECORDED IN O.R. BOOK 3480, PAGE 750 IS SHOWN HEREON, 12. ELEVATIONS ARE BASED ON CITY OF CLEARWATER BENCHMARKS D -07 HAVING AN ELEVATION OF 50.82 AND D -08 HAVING AND ELEVATION OF 25,81 NORTH AMERICAN VERTICAL DATUM 1988 (NAVD 88). 13. TREES 4" IN DIAMETER AND LARGER HAVE BEEN LOCATED WITH COMMON NAME AND APPROXIMATE DIAMETER BREAST HIGH. SMALLER TREES, NON- PROTECTED SPECIES (INCLUDING ORNAMENTALS) AND TREES WITHIN JURISDICTIONAL AREAS (IF ANY) HAVE NOT BEEN LOCATED. TREES BY NATURE ARE IRREGULAR IN SIZE AND SHAPE. EVERY EFFORT IS MADE TO ACCURATELY LOCATE TREES. THE TREE LOCATION IS THE CENTER OF THE TREE. THIS LOCATION MAY BE DIFFERENT IF LOCATED FROM A DIFFERENT DIRECTION, ALL TREE LOCATIONS SHOULD BE FIELD CHECKED IF CRITICAL TO DESIGN, C E R T I F I C A T I O N CERTIFIED TO: RLI BENEFICIAL ACQUISITIONS LLC, 0 &P INVESTMENTS OF TAMPA, INC,, FIRST .u;;�:.,,� -- �_"""`• " AMERICAN TITLE INSURANCE COMPANY, BROAD AND CASSEL AND GULFCOAST CONSULTING, ,ice INC. "? 4 -, i ti 2 1 THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED Q° 9 WERE MADE IN ACCORDANCE WITH THE "MINIMUM STANDARD DETAIL REQUIREMENTS FOR I ALTA /ACSM LAND TITLE SURVEYS," JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND NSPS `1 IN 2005, AND INCLUDES NO ITEMS OF TABLE A THEREOF. PURSUANT TO THE ACCURACY ?, STANDARDS AS ADOPTED BY ALTA AND NSPS AND IN EFFECT ON THE DATE OF THIS .0 ?" CERTIFICATION, UNDERSIGNED FURTHER CERTIFIES THAT IN MY PROFESSIONAL OPINION, AS A 'J') LAND SURVEYOR REGISTERED IN THE STATE OF FLORIDA, THE RELATIVE POSITIONAL ACCURACY OF THIS SURVEY DOES NOT EXCEED THAT WHICH IS '1 „ ' , SPECIFIED THEREIN. THE UNDERSIGNED FURTHER CERTIFIES THAT THE SURVEY REPRESENTED HEREON MEETS THE MINIMUM TECHNICAL STANDARDS SET FORTH BY THE FLORIDA BOARD OR a ,: f. PROFESSIONAL LAND SURVEYORS IN CHAPTER 61G17 -6, FLORIDA ADMINISTRATIVE CODE," ', `ia I PURSUANT TO SECTION 472.027 FLORIDA STATUTES. (` /J s ..5.i f ,;, i 06/30/09 /d ,1. DATE OF SURVEY JOHN 0. DIEHL / t� t A -,: r ,s. 1,7J 1 � i PROFESSIONAL LAND SURVEYOR .,'t' , '-F,k LICENSE NUMBER LS 4053 b'' ' STATE OF FLORIDA }q! 7�a.r : PROJECT: «> r: PINE BERRY SENIOR APARTMENTS TYPE OF SURVEY: BOUNDARY AND TOPOGRAPHIC SURVEY ALTA /ACSM• LAND TITLE SURVEY PREPARED FOR: GULF COAST CONSULTING, INC. POLARIS ASSOCIATES INC. PROFESSIONAL SURVEYING LB 6113 18850 U.S. HIGHWAY 19 SUITE 500 CLEARWATER, FLORIDA 33764 SURVEY DATE: 1/22/08 (727) 524 -6500 SAVED: 8/25/2009 11:21 AM PLOTTED: 8/25/2009 11:22 AM CHECKED BY: SCALE: DRAWN BY: JOB NO. DRAWING PATH: SHEET JOD I 1" = 30' JDF 01 -3945 IH: \JN\3945\DWG\3945BTREV2,DWG 1 OF 1 �a 1,F ,,,rI440.o DE +:K ir1"ni�l,3sAl (O FID , , i "1(IiI 1'1114' 40.5 LIC ',UTILITY P[TERSON }'T)r1�r,,�: O.R. )OK,I1A,' 19, aAJGE�I il,1131 -a i(lll'� (`� D o z n K 3463 q� Y , 353 cn `t lP r, , W } V1UM LOT 37 O CD �Q3, I- 00 1!x z n „iI� O ,i ' F— m E 0— / p a I- V) m E TREE EECEND_ e = BAY TREE = BOTTLE BRUSH PEE EE * = CAMPHOR TREE ® =CEDAR @o = CHINABERRY TRE? 4 = CITRUS TREE d = CYPRESS TREE Q = ELM TREE 0 = EUCALYPTUS TREE 0 = MAGNOLIA TREE ® = MAPLE TREE Q = MULBERRY TREE ® = OAK TREE = OTHER SPECIES = PALM TREE O =PECAN TREE = PERSIMMON TREE = PINE TREE O = SYCAMORE TREE I = WAX MYRTLE TREE ® = WILLOW TREE 08 -11 -09 2 CORRECTED SANITARY MANHOLE DATA (SOUTHEAST CORNER OF PROPERTY) JT 07 -14 -09 1 ADDED PARCEL 2 JOD DATE NUMBER REVISIONS BY SECTION 23, TOWNSHIP 29 S., RANGE 15 E PINELLAS COUNTY, FLORIDA NOTES 1. BEARINGS ARE BASED ON THE SOUTH RIGHT -OF -WAY LINE OF BARRY STREET AS BEING S.89'03'13E. 2. SURVEY MAP AND REPORT OR THE COPIES THEREOF ARE NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED. 3. NO EXCAVATION WAS PERFORMED TO VERIFY THE LOCATION OR . EXISTENCE OF ANY UNDERGROUND UTILITIES, ENCROACHMENTS, IMPROVEMENTS, STRUCTURES OR FOUNDATIONS. 'UNDERGROUND UTILITY LINE LOCATIONS (IF SHOWN HEREON) ARE BASED UPON UTILITY PROVIDER ATLASES AND VISIBLE SURFACE EVIDENCE. 4. RE -USE OF THIS SURVEY FOR PURPOSES OTHER THAN WHICH IT WAS INTENDED, WITHOUT WRITTEN VERIFICATION, WILL BE AT THE RE -USERS SOLE RISK AND WITHOUT LIABILITY TO THE SURVEYOR, NOTHING HEREIN SHALL BE CONSTRUED TO GIVE ANY RIGHTS OR BENEFITS TO ANYONE OTHER THAN THOSE TO WHOM CERTIFIED, 5. ALL FOUND POINTS ARE UNMARKED UNLESS OTHERWISE NOTED. ALL PERIMETER BEARINGS AND DISTANCES ARE ALSO FIELD MEASURED UNLESS NOTED. 6. THIS SURVEY IS NOT INTENDED TO SHOW THE LOCATION OR EXISTENCE OF ANY JURISDICTIONAL, HAZARDOUS OR ENVIRONMENTALLY SENSITIVE AREAS. 7. THE SITE APPEARS TO BE IN FLOOD ZONES AE AND X, ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY, FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NUMBER 12103CO109H, EFFECTIVE DATE 5/17/05, POLARIS ASSOCIATES, INC. AND THE SIGNING SURVEYOR HEREON ASSUMES NO LIABILITY FOR THE ACCURACY OF THIS DETERMINATION. THE AUTHOR OF THE MAP, THE FEDERAL EMERGENCY MANAGEMENT AGENCY, OR THE LOCAL GOVERNMENTAL AGENCY HAVING JURISDICTION OVER SUCH MATTERS SHOULD BE CONTACTED PRIOR TO ANY JUDGMENTS BEING MADE FROM THIS INFORMATION. THE ABOVE REFERENCED MAP STATES IN THE NOTES TO THE USER THAT "THIS MAP IS FOR USE IN ADMINISTERING THE NATIONAL FLOOD INSURANCE PROGRAM" AND "THAT BASE FLOOD ELEVATIONS (BFEs) SHOWN REPRESENT ROUNDED WHOLE -FOOT ELEVATIONS AND THEREFORE MAY NOT EXACTLY REFLECT THE FLOOD ELEVATION DATA PRESENTED IN THE FLOOD INSURANCE STUDY (FIS) REPORT ". THE HIS REPORT WAS NOT CONSULTED FOR THIS SURVEY. 8. ANY ZONING INFORMATION SHOWN OR NOTED HEREON IS BASED ON INFORMATION AVAILABLE DURING THE PREPARATION OF THE SURVEY. THIS INFORMATION SHOULD BE VERIFIED WITH THE GOVERNING AUTHORITY PRIOR TO ANY DETERMINATIONS OR DESIGN. 9. 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. 10. UNLESS OTHERWISE THE SE IN DICATED THE PROPERTY DESCRIPTION AN EASEMENTS SHOWN W 0 D EASE E S S O WERE FURNISHED TO POLARIS ASSOCIATES, INC. AND ARE PRESUMED TO BE CORRECT. NO SEARCH OF ANY PUBLIC RECORDS, FOR EASEMENTS, DEEDS, ETC., WAS PERFORMED BY THIS FIRM FOR THE COMPLETION OF THIS SURVEY AND THERE MAY BE ADDITIONAL RESTRICTIONS THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY, 11. DESCRIPTIONS AND EASEMENTS SHOWN HEREON WERE TAKEN FROM A FIRST AMERICAN TITLE INSURANCE COMPANY COMMITMENT FOR TIT LE INSU RAN C E, CO MMITMENT NUMBER FA -CC - 2037 - 2152581, EFFECTIVE DATE: MAY 22ND 2009 AT 8:00 A.M. ISSUED BY BROAD AND CASSEL. (PARCEL 1) AND FIRST AMERICAN TITLE INSURANCE COMPANY COMMITMENT FOR TITLE INSURANCE COMMITMENT NUMBER FA- CC- 2037 - 2153026 EFFECTIVE DATE JUNE 12, 2009 AT 8:00 A.M. ISSUED BY BROAD AND CASSEL (PARCEL 2) THE FOLLOWING ARE SCHEDULE B II EXCEPTIONS FOR PARCEL 1 ITEMS 1 THROUGH 8 ARE NOT MATTERS OF SURVEY. ITEM 9 - THE SITE IS SUBJECT TO DECLARATION OF RESTRICTIONS RECORDED IN O.R. BOOK 1373, PAGE 26, RE- RECORDED IN O.R. BOOK 1399, PAGE 3, AS MODIFIED INO.R. BOOK 1728, PAGE 422, O.R. BOOK 1786, PAGE 270 AND O.R. BOOK 2796, PAGE 258 ALL IN THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. THE SETBACK RESTRICTIONS ARE SHOWN HEREON. ITEM 10 - THE DECLARATION OF RESTRICTIONS RECORDED IN O.R. BOOK 3480, PAGE 750, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA CONTAIN CERTAIN RESTRICTIONS CONCERNING THE 33.00 FOOT VACATED RIGHT OF WAY ADJACENT T T THE PROPERTY DESCRIBED HEREON. CAN NOT BE DRAWN. ITEM 11 - SITE S SUBJECT I E I TO RESTRICTIONS IMPOSED BY WARRANTY 411 DEED RECORDED IN O.R. BOOK E 9 PACE 1131 PUBLIC RECORDS OF PINELLAS COUNTY FLORIDA. PARCEL 2 OF THE DESCRIBED LANDS IN THIS DOCUMENT IS SHOWN HEREON. ITEM 12 - THE SITE IS SUBJECT TO RESTRICTIONS DEDICATIONS CONDITIONS, RESERVATIONS EASEMENTS AN OTHER R 0 E MATTERS H WN N T S 0 O HE PLAT OF FORREST I ES HILLS ESTATES UNIT NIT 5 AS RECORDED IN PLAT BOOK 58 PACE 34 PUBLIC RECORDS OF PIN ELL A S COUNTY, FLORIDA. THE SETBACK SHOWN ON THE PLAT HAVE BEEN SHOWN HEREON. . ITEM 13 - A M N GRANTED TO FLORIDA POWER CORPORATION RECORDED IN O.R. BOOK 1477, PAGE 189, PUBLIC RECORDS OF :PINELLAS COUNTY, FLORIDA IS SHOWN HEREON. ITEM 14 -AREA OF PARTY WALL AGREEMENT RECORDED IN O.R. BOOK 5295, PACE 55, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA IS SHOWN HEREON. ITEMS 15 THROUGH 17 ARE NOT MATTERS OF SURVEY. THE FOLLOWING ARE SCHEDULE B II EXCEPTIONS FOR PARCEL 2 (FIRST AMERICAN TITLE INSURANCE COMPANY COMMITMENT FOR TITLE INSURANCE COMMITMENT NUMBER FA -CC- 2037- 2153026 EFFECTIVE DATE JUNE 12, 2009 AT 8:00 A.M, ISSUED BY BROAD AND CASSEL). ITEMS 1 THROUGH 9 ARE NOT MATTERS OF SURVEY ITEM 10 -AREA OF RESOLUTION RECORDED IN OFFICIAL RECORDS BOOK 3463, PAGE 353 IS SHOWN HEREON. ITEM 11 - AREA OF DECLARATION OF COVENANTS, CONDITIONS, RESTRICTIONS AND EASEMENTS RECORDED IN O.R. BOOK 3480, PAGE 750 IS SHOWN HEREON, 12. ELEVATIONS ARE BASED ON CITY OF CLEARWATER BENCHMARKS D -07 HAVING AN ELEVATION OF 50.82 AND D -08 HAVING AND ELEVATION OF 25,81 NORTH AMERICAN VERTICAL DATUM 1988 (NAVD 88). 13. TREES 4" IN DIAMETER AND LARGER HAVE BEEN LOCATED WITH COMMON NAME AND APPROXIMATE DIAMETER BREAST HIGH. SMALLER TREES, NON- PROTECTED SPECIES (INCLUDING ORNAMENTALS) AND TREES WITHIN JURISDICTIONAL AREAS (IF ANY) HAVE NOT BEEN LOCATED. TREES BY NATURE ARE IRREGULAR IN SIZE AND SHAPE. EVERY EFFORT IS MADE TO ACCURATELY LOCATE TREES. THE TREE LOCATION IS THE CENTER OF THE TREE. THIS LOCATION MAY BE DIFFERENT IF LOCATED FROM A DIFFERENT DIRECTION, ALL TREE LOCATIONS SHOULD BE FIELD CHECKED IF CRITICAL TO DESIGN, C E R T I F I C A T I O N CERTIFIED TO: RLI BENEFICIAL ACQUISITIONS LLC, 0 &P INVESTMENTS OF TAMPA, INC,, FIRST .u;;�:.,,� -- �_"""`• " AMERICAN TITLE INSURANCE COMPANY, BROAD AND CASSEL AND GULFCOAST CONSULTING, ,ice INC. "? 4 -, i ti 2 1 THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED Q° 9 WERE MADE IN ACCORDANCE WITH THE "MINIMUM STANDARD DETAIL REQUIREMENTS FOR I ALTA /ACSM LAND TITLE SURVEYS," JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND NSPS `1 IN 2005, AND INCLUDES NO ITEMS OF TABLE A THEREOF. PURSUANT TO THE ACCURACY ?, STANDARDS AS ADOPTED BY ALTA AND NSPS AND IN EFFECT ON THE DATE OF THIS .0 ?" CERTIFICATION, UNDERSIGNED FURTHER CERTIFIES THAT IN MY PROFESSIONAL OPINION, AS A 'J') LAND SURVEYOR REGISTERED IN THE STATE OF FLORIDA, THE RELATIVE POSITIONAL ACCURACY OF THIS SURVEY DOES NOT EXCEED THAT WHICH IS '1 „ ' , SPECIFIED THEREIN. THE UNDERSIGNED FURTHER CERTIFIES THAT THE SURVEY REPRESENTED HEREON MEETS THE MINIMUM TECHNICAL STANDARDS SET FORTH BY THE FLORIDA BOARD OR a ,: f. PROFESSIONAL LAND SURVEYORS IN CHAPTER 61G17 -6, FLORIDA ADMINISTRATIVE CODE," ', `ia I PURSUANT TO SECTION 472.027 FLORIDA STATUTES. (` /J s ..5.i f ,;, i 06/30/09 /d ,1. DATE OF SURVEY JOHN 0. DIEHL / t� t A -,: r ,s. 1,7J 1 � i PROFESSIONAL LAND SURVEYOR .,'t' , '-F,k LICENSE NUMBER LS 4053 b'' ' STATE OF FLORIDA }q! 7�a.r : PROJECT: «> r: PINE BERRY SENIOR APARTMENTS TYPE OF SURVEY: BOUNDARY AND TOPOGRAPHIC SURVEY ALTA /ACSM• LAND TITLE SURVEY PREPARED FOR: GULF COAST CONSULTING, INC. POLARIS ASSOCIATES INC. PROFESSIONAL SURVEYING LB 6113 18850 U.S. HIGHWAY 19 SUITE 500 CLEARWATER, FLORIDA 33764 SURVEY DATE: 1/22/08 (727) 524 -6500 SAVED: 8/25/2009 11:21 AM PLOTTED: 8/25/2009 11:22 AM CHECKED BY: SCALE: DRAWN BY: JOB NO. DRAWING PATH: SHEET JOD I 1" = 30' JDF 01 -3945 IH: \JN\3945\DWG\3945BTREV2,DWG 1 OF 1 I- V) m E TREE EECEND_ e = BAY TREE = BOTTLE BRUSH PEE EE * = CAMPHOR TREE ® =CEDAR @o = CHINABERRY TRE? 4 = CITRUS TREE d = CYPRESS TREE Q = ELM TREE 0 = EUCALYPTUS TREE 0 = MAGNOLIA TREE ® = MAPLE TREE Q = MULBERRY TREE ® = OAK TREE = OTHER SPECIES = PALM TREE O =PECAN TREE = PERSIMMON TREE = PINE TREE O = SYCAMORE TREE I = WAX MYRTLE TREE ® = WILLOW TREE 08 -11 -09 2 CORRECTED SANITARY MANHOLE DATA (SOUTHEAST CORNER OF PROPERTY) JT 07 -14 -09 1 ADDED PARCEL 2 JOD DATE NUMBER REVISIONS BY SECTION 23, TOWNSHIP 29 S., RANGE 15 E PINELLAS COUNTY, FLORIDA NOTES 1. BEARINGS ARE BASED ON THE SOUTH RIGHT -OF -WAY LINE OF BARRY STREET AS BEING S.89'03'13E. 2. SURVEY MAP AND REPORT OR THE COPIES THEREOF ARE NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED. 3. NO EXCAVATION WAS PERFORMED TO VERIFY THE LOCATION OR . EXISTENCE OF ANY UNDERGROUND UTILITIES, ENCROACHMENTS, IMPROVEMENTS, STRUCTURES OR FOUNDATIONS. 'UNDERGROUND UTILITY LINE LOCATIONS (IF SHOWN HEREON) ARE BASED UPON UTILITY PROVIDER ATLASES AND VISIBLE SURFACE EVIDENCE. 4. RE -USE OF THIS SURVEY FOR PURPOSES OTHER THAN WHICH IT WAS INTENDED, WITHOUT WRITTEN VERIFICATION, WILL BE AT THE RE -USERS SOLE RISK AND WITHOUT LIABILITY TO THE SURVEYOR, NOTHING HEREIN SHALL BE CONSTRUED TO GIVE ANY RIGHTS OR BENEFITS TO ANYONE OTHER THAN THOSE TO WHOM CERTIFIED, 5. ALL FOUND POINTS ARE UNMARKED UNLESS OTHERWISE NOTED. ALL PERIMETER BEARINGS AND DISTANCES ARE ALSO FIELD MEASURED UNLESS NOTED. 6. THIS SURVEY IS NOT INTENDED TO SHOW THE LOCATION OR EXISTENCE OF ANY JURISDICTIONAL, HAZARDOUS OR ENVIRONMENTALLY SENSITIVE AREAS. 7. THE SITE APPEARS TO BE IN FLOOD ZONES AE AND X, ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY, FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NUMBER 12103CO109H, EFFECTIVE DATE 5/17/05, POLARIS ASSOCIATES, INC. AND THE SIGNING SURVEYOR HEREON ASSUMES NO LIABILITY FOR THE ACCURACY OF THIS DETERMINATION. THE AUTHOR OF THE MAP, THE FEDERAL EMERGENCY MANAGEMENT AGENCY, OR THE LOCAL GOVERNMENTAL AGENCY HAVING JURISDICTION OVER SUCH MATTERS SHOULD BE CONTACTED PRIOR TO ANY JUDGMENTS BEING MADE FROM THIS INFORMATION. THE ABOVE REFERENCED MAP STATES IN THE NOTES TO THE USER THAT "THIS MAP IS FOR USE IN ADMINISTERING THE NATIONAL FLOOD INSURANCE PROGRAM" AND "THAT BASE FLOOD ELEVATIONS (BFEs) SHOWN REPRESENT ROUNDED WHOLE -FOOT ELEVATIONS AND THEREFORE MAY NOT EXACTLY REFLECT THE FLOOD ELEVATION DATA PRESENTED IN THE FLOOD INSURANCE STUDY (FIS) REPORT ". THE HIS REPORT WAS NOT CONSULTED FOR THIS SURVEY. 8. ANY ZONING INFORMATION SHOWN OR NOTED HEREON IS BASED ON INFORMATION AVAILABLE DURING THE PREPARATION OF THE SURVEY. THIS INFORMATION SHOULD BE VERIFIED WITH THE GOVERNING AUTHORITY PRIOR TO ANY DETERMINATIONS OR DESIGN. 9. 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. 10. UNLESS OTHERWISE THE SE IN DICATED THE PROPERTY DESCRIPTION AN EASEMENTS SHOWN W 0 D EASE E S S O WERE FURNISHED TO POLARIS ASSOCIATES, INC. AND ARE PRESUMED TO BE CORRECT. NO SEARCH OF ANY PUBLIC RECORDS, FOR EASEMENTS, DEEDS, ETC., WAS PERFORMED BY THIS FIRM FOR THE COMPLETION OF THIS SURVEY AND THERE MAY BE ADDITIONAL RESTRICTIONS THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY, 11. DESCRIPTIONS AND EASEMENTS SHOWN HEREON WERE TAKEN FROM A FIRST AMERICAN TITLE INSURANCE COMPANY COMMITMENT FOR TIT LE INSU RAN C E, CO MMITMENT NUMBER FA -CC - 2037 - 2152581, EFFECTIVE DATE: MAY 22ND 2009 AT 8:00 A.M. ISSUED BY BROAD AND CASSEL. (PARCEL 1) AND FIRST AMERICAN TITLE INSURANCE COMPANY COMMITMENT FOR TITLE INSURANCE COMMITMENT NUMBER FA- CC- 2037 - 2153026 EFFECTIVE DATE JUNE 12, 2009 AT 8:00 A.M. ISSUED BY BROAD AND CASSEL (PARCEL 2) THE FOLLOWING ARE SCHEDULE B II EXCEPTIONS FOR PARCEL 1 ITEMS 1 THROUGH 8 ARE NOT MATTERS OF SURVEY. ITEM 9 - THE SITE IS SUBJECT TO DECLARATION OF RESTRICTIONS RECORDED IN O.R. BOOK 1373, PAGE 26, RE- RECORDED IN O.R. BOOK 1399, PAGE 3, AS MODIFIED INO.R. BOOK 1728, PAGE 422, O.R. BOOK 1786, PAGE 270 AND O.R. BOOK 2796, PAGE 258 ALL IN THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. THE SETBACK RESTRICTIONS ARE SHOWN HEREON. ITEM 10 - THE DECLARATION OF RESTRICTIONS RECORDED IN O.R. BOOK 3480, PAGE 750, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA CONTAIN CERTAIN RESTRICTIONS CONCERNING THE 33.00 FOOT VACATED RIGHT OF WAY ADJACENT T T THE PROPERTY DESCRIBED HEREON. CAN NOT BE DRAWN. ITEM 11 - SITE S SUBJECT I E I TO RESTRICTIONS IMPOSED BY WARRANTY 411 DEED RECORDED IN O.R. BOOK E 9 PACE 1131 PUBLIC RECORDS OF PINELLAS COUNTY FLORIDA. PARCEL 2 OF THE DESCRIBED LANDS IN THIS DOCUMENT IS SHOWN HEREON. ITEM 12 - THE SITE IS SUBJECT TO RESTRICTIONS DEDICATIONS CONDITIONS, RESERVATIONS EASEMENTS AN OTHER R 0 E MATTERS H WN N T S 0 O HE PLAT OF FORREST I ES HILLS ESTATES UNIT NIT 5 AS RECORDED IN PLAT BOOK 58 PACE 34 PUBLIC RECORDS OF PIN ELL A S COUNTY, FLORIDA. THE SETBACK SHOWN ON THE PLAT HAVE BEEN SHOWN HEREON. . ITEM 13 - A M N GRANTED TO FLORIDA POWER CORPORATION RECORDED IN O.R. BOOK 1477, PAGE 189, PUBLIC RECORDS OF :PINELLAS COUNTY, FLORIDA IS SHOWN HEREON. ITEM 14 -AREA OF PARTY WALL AGREEMENT RECORDED IN O.R. BOOK 5295, PACE 55, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA IS SHOWN HEREON. ITEMS 15 THROUGH 17 ARE NOT MATTERS OF SURVEY. THE FOLLOWING ARE SCHEDULE B II EXCEPTIONS FOR PARCEL 2 (FIRST AMERICAN TITLE INSURANCE COMPANY COMMITMENT FOR TITLE INSURANCE COMMITMENT NUMBER FA -CC- 2037- 2153026 EFFECTIVE DATE JUNE 12, 2009 AT 8:00 A.M, ISSUED BY BROAD AND CASSEL). ITEMS 1 THROUGH 9 ARE NOT MATTERS OF SURVEY ITEM 10 -AREA OF RESOLUTION RECORDED IN OFFICIAL RECORDS BOOK 3463, PAGE 353 IS SHOWN HEREON. ITEM 11 - AREA OF DECLARATION OF COVENANTS, CONDITIONS, RESTRICTIONS AND EASEMENTS RECORDED IN O.R. BOOK 3480, PAGE 750 IS SHOWN HEREON, 12. ELEVATIONS ARE BASED ON CITY OF CLEARWATER BENCHMARKS D -07 HAVING AN ELEVATION OF 50.82 AND D -08 HAVING AND ELEVATION OF 25,81 NORTH AMERICAN VERTICAL DATUM 1988 (NAVD 88). 13. TREES 4" IN DIAMETER AND LARGER HAVE BEEN LOCATED WITH COMMON NAME AND APPROXIMATE DIAMETER BREAST HIGH. SMALLER TREES, NON- PROTECTED SPECIES (INCLUDING ORNAMENTALS) AND TREES WITHIN JURISDICTIONAL AREAS (IF ANY) HAVE NOT BEEN LOCATED. TREES BY NATURE ARE IRREGULAR IN SIZE AND SHAPE. EVERY EFFORT IS MADE TO ACCURATELY LOCATE TREES. THE TREE LOCATION IS THE CENTER OF THE TREE. THIS LOCATION MAY BE DIFFERENT IF LOCATED FROM A DIFFERENT DIRECTION, ALL TREE LOCATIONS SHOULD BE FIELD CHECKED IF CRITICAL TO DESIGN, C E R T I F I C A T I O N CERTIFIED TO: RLI BENEFICIAL ACQUISITIONS LLC, 0 &P INVESTMENTS OF TAMPA, INC,, FIRST .u;;�:.,,� -- �_"""`• " AMERICAN TITLE INSURANCE COMPANY, BROAD AND CASSEL AND GULFCOAST CONSULTING, ,ice INC. "? 4 -, i ti 2 1 THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED Q° 9 WERE MADE IN ACCORDANCE WITH THE "MINIMUM STANDARD DETAIL REQUIREMENTS FOR I ALTA /ACSM LAND TITLE SURVEYS," JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND NSPS `1 IN 2005, AND INCLUDES NO ITEMS OF TABLE A THEREOF. PURSUANT TO THE ACCURACY ?, STANDARDS AS ADOPTED BY ALTA AND NSPS AND IN EFFECT ON THE DATE OF THIS .0 ?" CERTIFICATION, UNDERSIGNED FURTHER CERTIFIES THAT IN MY PROFESSIONAL OPINION, AS A 'J') LAND SURVEYOR REGISTERED IN THE STATE OF FLORIDA, THE RELATIVE POSITIONAL ACCURACY OF THIS SURVEY DOES NOT EXCEED THAT WHICH IS '1 „ ' , SPECIFIED THEREIN. THE UNDERSIGNED FURTHER CERTIFIES THAT THE SURVEY REPRESENTED HEREON MEETS THE MINIMUM TECHNICAL STANDARDS SET FORTH BY THE FLORIDA BOARD OR a ,: f. PROFESSIONAL LAND SURVEYORS IN CHAPTER 61G17 -6, FLORIDA ADMINISTRATIVE CODE," ', `ia I PURSUANT TO SECTION 472.027 FLORIDA STATUTES. (` /J s ..5.i f ,;, i 06/30/09 /d ,1. DATE OF SURVEY JOHN 0. DIEHL / t� t A -,: r ,s. 1,7J 1 � i PROFESSIONAL LAND SURVEYOR .,'t' , '-F,k LICENSE NUMBER LS 4053 b'' ' STATE OF FLORIDA }q! 7�a.r : PROJECT: «> r: PINE BERRY SENIOR APARTMENTS TYPE OF SURVEY: BOUNDARY AND TOPOGRAPHIC SURVEY ALTA /ACSM• LAND TITLE SURVEY PREPARED FOR: GULF COAST CONSULTING, INC. POLARIS ASSOCIATES INC. PROFESSIONAL SURVEYING LB 6113 18850 U.S. HIGHWAY 19 SUITE 500 CLEARWATER, FLORIDA 33764 SURVEY DATE: 1/22/08 (727) 524 -6500 SAVED: 8/25/2009 11:21 AM PLOTTED: 8/25/2009 11:22 AM CHECKED BY: SCALE: DRAWN BY: JOB NO. DRAWING PATH: SHEET JOD I 1" = 30' JDF 01 -3945 IH: \JN\3945\DWG\3945BTREV2,DWG 1 OF 1 TREE EECEND_ e = BAY TREE = BOTTLE BRUSH PEE EE * = CAMPHOR TREE ® =CEDAR @o = CHINABERRY TRE? 4 = CITRUS TREE d = CYPRESS TREE Q = ELM TREE 0 = EUCALYPTUS TREE 0 = MAGNOLIA TREE ® = MAPLE TREE Q = MULBERRY TREE ® = OAK TREE = OTHER SPECIES = PALM TREE O =PECAN TREE = PERSIMMON TREE = PINE TREE O = SYCAMORE TREE I = WAX MYRTLE TREE ® = WILLOW TREE 08 -11 -09 2 CORRECTED SANITARY MANHOLE DATA (SOUTHEAST CORNER OF PROPERTY) JT 07 -14 -09 1 ADDED PARCEL 2 JOD DATE NUMBER REVISIONS BY SECTION 23, TOWNSHIP 29 S., RANGE 15 E PINELLAS COUNTY, FLORIDA NOTES 1. BEARINGS ARE BASED ON THE SOUTH RIGHT -OF -WAY LINE OF BARRY STREET AS BEING S.89'03'13E. 2. SURVEY MAP AND REPORT OR THE COPIES THEREOF ARE NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED. 3. NO EXCAVATION WAS PERFORMED TO VERIFY THE LOCATION OR . EXISTENCE OF ANY UNDERGROUND UTILITIES, ENCROACHMENTS, IMPROVEMENTS, STRUCTURES OR FOUNDATIONS. 'UNDERGROUND UTILITY LINE LOCATIONS (IF SHOWN HEREON) ARE BASED UPON UTILITY PROVIDER ATLASES AND VISIBLE SURFACE EVIDENCE. 4. RE -USE OF THIS SURVEY FOR PURPOSES OTHER THAN WHICH IT WAS INTENDED, WITHOUT WRITTEN VERIFICATION, WILL BE AT THE RE -USERS SOLE RISK AND WITHOUT LIABILITY TO THE SURVEYOR, NOTHING HEREIN SHALL BE CONSTRUED TO GIVE ANY RIGHTS OR BENEFITS TO ANYONE OTHER THAN THOSE TO WHOM CERTIFIED, 5. ALL FOUND POINTS ARE UNMARKED UNLESS OTHERWISE NOTED. ALL PERIMETER BEARINGS AND DISTANCES ARE ALSO FIELD MEASURED UNLESS NOTED. 6. THIS SURVEY IS NOT INTENDED TO SHOW THE LOCATION OR EXISTENCE OF ANY JURISDICTIONAL, HAZARDOUS OR ENVIRONMENTALLY SENSITIVE AREAS. 7. THE SITE APPEARS TO BE IN FLOOD ZONES AE AND X, ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY, FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NUMBER 12103CO109H, EFFECTIVE DATE 5/17/05, POLARIS ASSOCIATES, INC. AND THE SIGNING SURVEYOR HEREON ASSUMES NO LIABILITY FOR THE ACCURACY OF THIS DETERMINATION. THE AUTHOR OF THE MAP, THE FEDERAL EMERGENCY MANAGEMENT AGENCY, OR THE LOCAL GOVERNMENTAL AGENCY HAVING JURISDICTION OVER SUCH MATTERS SHOULD BE CONTACTED PRIOR TO ANY JUDGMENTS BEING MADE FROM THIS INFORMATION. THE ABOVE REFERENCED MAP STATES IN THE NOTES TO THE USER THAT "THIS MAP IS FOR USE IN ADMINISTERING THE NATIONAL FLOOD INSURANCE PROGRAM" AND "THAT BASE FLOOD ELEVATIONS (BFEs) SHOWN REPRESENT ROUNDED WHOLE -FOOT ELEVATIONS AND THEREFORE MAY NOT EXACTLY REFLECT THE FLOOD ELEVATION DATA PRESENTED IN THE FLOOD INSURANCE STUDY (FIS) REPORT ". THE HIS REPORT WAS NOT CONSULTED FOR THIS SURVEY. 8. ANY ZONING INFORMATION SHOWN OR NOTED HEREON IS BASED ON INFORMATION AVAILABLE DURING THE PREPARATION OF THE SURVEY. THIS INFORMATION SHOULD BE VERIFIED WITH THE GOVERNING AUTHORITY PRIOR TO ANY DETERMINATIONS OR DESIGN. 9. 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. 10. UNLESS OTHERWISE THE SE IN DICATED THE PROPERTY DESCRIPTION AN EASEMENTS SHOWN W 0 D EASE E S S O WERE FURNISHED TO POLARIS ASSOCIATES, INC. AND ARE PRESUMED TO BE CORRECT. NO SEARCH OF ANY PUBLIC RECORDS, FOR EASEMENTS, DEEDS, ETC., WAS PERFORMED BY THIS FIRM FOR THE COMPLETION OF THIS SURVEY AND THERE MAY BE ADDITIONAL RESTRICTIONS THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY, 11. DESCRIPTIONS AND EASEMENTS SHOWN HEREON WERE TAKEN FROM A FIRST AMERICAN TITLE INSURANCE COMPANY COMMITMENT FOR TIT LE INSU RAN C E, CO MMITMENT NUMBER FA -CC - 2037 - 2152581, EFFECTIVE DATE: MAY 22ND 2009 AT 8:00 A.M. ISSUED BY BROAD AND CASSEL. (PARCEL 1) AND FIRST AMERICAN TITLE INSURANCE COMPANY COMMITMENT FOR TITLE INSURANCE COMMITMENT NUMBER FA- CC- 2037 - 2153026 EFFECTIVE DATE JUNE 12, 2009 AT 8:00 A.M. ISSUED BY BROAD AND CASSEL (PARCEL 2) THE FOLLOWING ARE SCHEDULE B II EXCEPTIONS FOR PARCEL 1 ITEMS 1 THROUGH 8 ARE NOT MATTERS OF SURVEY. ITEM 9 - THE SITE IS SUBJECT TO DECLARATION OF RESTRICTIONS RECORDED IN O.R. BOOK 1373, PAGE 26, RE- RECORDED IN O.R. BOOK 1399, PAGE 3, AS MODIFIED INO.R. BOOK 1728, PAGE 422, O.R. BOOK 1786, PAGE 270 AND O.R. BOOK 2796, PAGE 258 ALL IN THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. THE SETBACK RESTRICTIONS ARE SHOWN HEREON. ITEM 10 - THE DECLARATION OF RESTRICTIONS RECORDED IN O.R. BOOK 3480, PAGE 750, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA CONTAIN CERTAIN RESTRICTIONS CONCERNING THE 33.00 FOOT VACATED RIGHT OF WAY ADJACENT T T THE PROPERTY DESCRIBED HEREON. CAN NOT BE DRAWN. ITEM 11 - SITE S SUBJECT I E I TO RESTRICTIONS IMPOSED BY WARRANTY 411 DEED RECORDED IN O.R. BOOK E 9 PACE 1131 PUBLIC RECORDS OF PINELLAS COUNTY FLORIDA. PARCEL 2 OF THE DESCRIBED LANDS IN THIS DOCUMENT IS SHOWN HEREON. ITEM 12 - THE SITE IS SUBJECT TO RESTRICTIONS DEDICATIONS CONDITIONS, RESERVATIONS EASEMENTS AN OTHER R 0 E MATTERS H WN N T S 0 O HE PLAT OF FORREST I ES HILLS ESTATES UNIT NIT 5 AS RECORDED IN PLAT BOOK 58 PACE 34 PUBLIC RECORDS OF PIN ELL A S COUNTY, FLORIDA. THE SETBACK SHOWN ON THE PLAT HAVE BEEN SHOWN HEREON. . ITEM 13 - A M N GRANTED TO FLORIDA POWER CORPORATION RECORDED IN O.R. BOOK 1477, PAGE 189, PUBLIC RECORDS OF :PINELLAS COUNTY, FLORIDA IS SHOWN HEREON. ITEM 14 -AREA OF PARTY WALL AGREEMENT RECORDED IN O.R. BOOK 5295, PACE 55, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA IS SHOWN HEREON. ITEMS 15 THROUGH 17 ARE NOT MATTERS OF SURVEY. THE FOLLOWING ARE SCHEDULE B II EXCEPTIONS FOR PARCEL 2 (FIRST AMERICAN TITLE INSURANCE COMPANY COMMITMENT FOR TITLE INSURANCE COMMITMENT NUMBER FA -CC- 2037- 2153026 EFFECTIVE DATE JUNE 12, 2009 AT 8:00 A.M, ISSUED BY BROAD AND CASSEL). ITEMS 1 THROUGH 9 ARE NOT MATTERS OF SURVEY ITEM 10 -AREA OF RESOLUTION RECORDED IN OFFICIAL RECORDS BOOK 3463, PAGE 353 IS SHOWN HEREON. ITEM 11 - AREA OF DECLARATION OF COVENANTS, CONDITIONS, RESTRICTIONS AND EASEMENTS RECORDED IN O.R. BOOK 3480, PAGE 750 IS SHOWN HEREON, 12. ELEVATIONS ARE BASED ON CITY OF CLEARWATER BENCHMARKS D -07 HAVING AN ELEVATION OF 50.82 AND D -08 HAVING AND ELEVATION OF 25,81 NORTH AMERICAN VERTICAL DATUM 1988 (NAVD 88). 13. TREES 4" IN DIAMETER AND LARGER HAVE BEEN LOCATED WITH COMMON NAME AND APPROXIMATE DIAMETER BREAST HIGH. SMALLER TREES, NON- PROTECTED SPECIES (INCLUDING ORNAMENTALS) AND TREES WITHIN JURISDICTIONAL AREAS (IF ANY) HAVE NOT BEEN LOCATED. TREES BY NATURE ARE IRREGULAR IN SIZE AND SHAPE. EVERY EFFORT IS MADE TO ACCURATELY LOCATE TREES. THE TREE LOCATION IS THE CENTER OF THE TREE. THIS LOCATION MAY BE DIFFERENT IF LOCATED FROM A DIFFERENT DIRECTION, ALL TREE LOCATIONS SHOULD BE FIELD CHECKED IF CRITICAL TO DESIGN, C E R T I F I C A T I O N CERTIFIED TO: RLI BENEFICIAL ACQUISITIONS LLC, 0 &P INVESTMENTS OF TAMPA, INC,, FIRST .u;;�:.,,� -- �_"""`• " AMERICAN TITLE INSURANCE COMPANY, BROAD AND CASSEL AND GULFCOAST CONSULTING, ,ice INC. "? 4 -, i ti 2 1 THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED Q° 9 WERE MADE IN ACCORDANCE WITH THE "MINIMUM STANDARD DETAIL REQUIREMENTS FOR I ALTA /ACSM LAND TITLE SURVEYS," JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND NSPS `1 IN 2005, AND INCLUDES NO ITEMS OF TABLE A THEREOF. PURSUANT TO THE ACCURACY ?, STANDARDS AS ADOPTED BY ALTA AND NSPS AND IN EFFECT ON THE DATE OF THIS .0 ?" CERTIFICATION, UNDERSIGNED FURTHER CERTIFIES THAT IN MY PROFESSIONAL OPINION, AS A 'J') LAND SURVEYOR REGISTERED IN THE STATE OF FLORIDA, THE RELATIVE POSITIONAL ACCURACY OF THIS SURVEY DOES NOT EXCEED THAT WHICH IS '1 „ ' , SPECIFIED THEREIN. THE UNDERSIGNED FURTHER CERTIFIES THAT THE SURVEY REPRESENTED HEREON MEETS THE MINIMUM TECHNICAL STANDARDS SET FORTH BY THE FLORIDA BOARD OR a ,: f. PROFESSIONAL LAND SURVEYORS IN CHAPTER 61G17 -6, FLORIDA ADMINISTRATIVE CODE," ', `ia I PURSUANT TO SECTION 472.027 FLORIDA STATUTES. (` /J s ..5.i f ,;, i 06/30/09 /d ,1. DATE OF SURVEY JOHN 0. DIEHL / t� t A -,: r ,s. 1,7J 1 � i PROFESSIONAL LAND SURVEYOR .,'t' , '-F,k LICENSE NUMBER LS 4053 b'' ' STATE OF FLORIDA }q! 7�a.r : PROJECT: «> r: PINE BERRY SENIOR APARTMENTS TYPE OF SURVEY: BOUNDARY AND TOPOGRAPHIC SURVEY ALTA /ACSM• LAND TITLE SURVEY PREPARED FOR: GULF COAST CONSULTING, INC. POLARIS ASSOCIATES INC. PROFESSIONAL SURVEYING LB 6113 18850 U.S. HIGHWAY 19 SUITE 500 CLEARWATER, FLORIDA 33764 SURVEY DATE: 1/22/08 (727) 524 -6500 SAVED: 8/25/2009 11:21 AM PLOTTED: 8/25/2009 11:22 AM CHECKED BY: SCALE: DRAWN BY: JOB NO. DRAWING PATH: SHEET JOD I 1" = 30' JDF 01 -3945 IH: \JN\3945\DWG\3945BTREV2,DWG 1 OF 1 08 -11 -09 2 CORRECTED SANITARY MANHOLE DATA (SOUTHEAST CORNER OF PROPERTY) JT 07 -14 -09 1 ADDED PARCEL 2 JOD DATE NUMBER REVISIONS BY SECTION 23, TOWNSHIP 29 S., RANGE 15 E PINELLAS COUNTY, FLORIDA NOTES 1. BEARINGS ARE BASED ON THE SOUTH RIGHT -OF -WAY LINE OF BARRY STREET AS BEING S.89'03'13E. 2. SURVEY MAP AND REPORT OR THE COPIES THEREOF ARE NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED. 3. NO EXCAVATION WAS PERFORMED TO VERIFY THE LOCATION OR . EXISTENCE OF ANY UNDERGROUND UTILITIES, ENCROACHMENTS, IMPROVEMENTS, STRUCTURES OR FOUNDATIONS. 'UNDERGROUND UTILITY LINE LOCATIONS (IF SHOWN HEREON) ARE BASED UPON UTILITY PROVIDER ATLASES AND VISIBLE SURFACE EVIDENCE. 4. RE -USE OF THIS SURVEY FOR PURPOSES OTHER THAN WHICH IT WAS INTENDED, WITHOUT WRITTEN VERIFICATION, WILL BE AT THE RE -USERS SOLE RISK AND WITHOUT LIABILITY TO THE SURVEYOR, NOTHING HEREIN SHALL BE CONSTRUED TO GIVE ANY RIGHTS OR BENEFITS TO ANYONE OTHER THAN THOSE TO WHOM CERTIFIED, 5. ALL FOUND POINTS ARE UNMARKED UNLESS OTHERWISE NOTED. ALL PERIMETER BEARINGS AND DISTANCES ARE ALSO FIELD MEASURED UNLESS NOTED. 6. THIS SURVEY IS NOT INTENDED TO SHOW THE LOCATION OR EXISTENCE OF ANY JURISDICTIONAL, HAZARDOUS OR ENVIRONMENTALLY SENSITIVE AREAS. 7. THE SITE APPEARS TO BE IN FLOOD ZONES AE AND X, ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY, FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NUMBER 12103CO109H, EFFECTIVE DATE 5/17/05, POLARIS ASSOCIATES, INC. AND THE SIGNING SURVEYOR HEREON ASSUMES NO LIABILITY FOR THE ACCURACY OF THIS DETERMINATION. THE AUTHOR OF THE MAP, THE FEDERAL EMERGENCY MANAGEMENT AGENCY, OR THE LOCAL GOVERNMENTAL AGENCY HAVING JURISDICTION OVER SUCH MATTERS SHOULD BE CONTACTED PRIOR TO ANY JUDGMENTS BEING MADE FROM THIS INFORMATION. THE ABOVE REFERENCED MAP STATES IN THE NOTES TO THE USER THAT "THIS MAP IS FOR USE IN ADMINISTERING THE NATIONAL FLOOD INSURANCE PROGRAM" AND "THAT BASE FLOOD ELEVATIONS (BFEs) SHOWN REPRESENT ROUNDED WHOLE -FOOT ELEVATIONS AND THEREFORE MAY NOT EXACTLY REFLECT THE FLOOD ELEVATION DATA PRESENTED IN THE FLOOD INSURANCE STUDY (FIS) REPORT ". THE HIS REPORT WAS NOT CONSULTED FOR THIS SURVEY. 8. ANY ZONING INFORMATION SHOWN OR NOTED HEREON IS BASED ON INFORMATION AVAILABLE DURING THE PREPARATION OF THE SURVEY. THIS INFORMATION SHOULD BE VERIFIED WITH THE GOVERNING AUTHORITY PRIOR TO ANY DETERMINATIONS OR DESIGN. 9. 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. 10. UNLESS OTHERWISE THE SE IN DICATED THE PROPERTY DESCRIPTION AN EASEMENTS SHOWN W 0 D EASE E S S O WERE FURNISHED TO POLARIS ASSOCIATES, INC. AND ARE PRESUMED TO BE CORRECT. NO SEARCH OF ANY PUBLIC RECORDS, FOR EASEMENTS, DEEDS, ETC., WAS PERFORMED BY THIS FIRM FOR THE COMPLETION OF THIS SURVEY AND THERE MAY BE ADDITIONAL RESTRICTIONS THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY, 11. DESCRIPTIONS AND EASEMENTS SHOWN HEREON WERE TAKEN FROM A FIRST AMERICAN TITLE INSURANCE COMPANY COMMITMENT FOR TIT LE INSU RAN C E, CO MMITMENT NUMBER FA -CC - 2037 - 2152581, EFFECTIVE DATE: MAY 22ND 2009 AT 8:00 A.M. ISSUED BY BROAD AND CASSEL. (PARCEL 1) AND FIRST AMERICAN TITLE INSURANCE COMPANY COMMITMENT FOR TITLE INSURANCE COMMITMENT NUMBER FA- CC- 2037 - 2153026 EFFECTIVE DATE JUNE 12, 2009 AT 8:00 A.M. ISSUED BY BROAD AND CASSEL (PARCEL 2) THE FOLLOWING ARE SCHEDULE B II EXCEPTIONS FOR PARCEL 1 ITEMS 1 THROUGH 8 ARE NOT MATTERS OF SURVEY. ITEM 9 - THE SITE IS SUBJECT TO DECLARATION OF RESTRICTIONS RECORDED IN O.R. BOOK 1373, PAGE 26, RE- RECORDED IN O.R. BOOK 1399, PAGE 3, AS MODIFIED INO.R. BOOK 1728, PAGE 422, O.R. BOOK 1786, PAGE 270 AND O.R. BOOK 2796, PAGE 258 ALL IN THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. THE SETBACK RESTRICTIONS ARE SHOWN HEREON. ITEM 10 - THE DECLARATION OF RESTRICTIONS RECORDED IN O.R. BOOK 3480, PAGE 750, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA CONTAIN CERTAIN RESTRICTIONS CONCERNING THE 33.00 FOOT VACATED RIGHT OF WAY ADJACENT T T THE PROPERTY DESCRIBED HEREON. CAN NOT BE DRAWN. ITEM 11 - SITE S SUBJECT I E I TO RESTRICTIONS IMPOSED BY WARRANTY 411 DEED RECORDED IN O.R. BOOK E 9 PACE 1131 PUBLIC RECORDS OF PINELLAS COUNTY FLORIDA. PARCEL 2 OF THE DESCRIBED LANDS IN THIS DOCUMENT IS SHOWN HEREON. ITEM 12 - THE SITE IS SUBJECT TO RESTRICTIONS DEDICATIONS CONDITIONS, RESERVATIONS EASEMENTS AN OTHER R 0 E MATTERS H WN N T S 0 O HE PLAT OF FORREST I ES HILLS ESTATES UNIT NIT 5 AS RECORDED IN PLAT BOOK 58 PACE 34 PUBLIC RECORDS OF PIN ELL A S COUNTY, FLORIDA. THE SETBACK SHOWN ON THE PLAT HAVE BEEN SHOWN HEREON. . ITEM 13 - A M N GRANTED TO FLORIDA POWER CORPORATION RECORDED IN O.R. BOOK 1477, PAGE 189, PUBLIC RECORDS OF :PINELLAS COUNTY, FLORIDA IS SHOWN HEREON. ITEM 14 -AREA OF PARTY WALL AGREEMENT RECORDED IN O.R. BOOK 5295, PACE 55, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA IS SHOWN HEREON. ITEMS 15 THROUGH 17 ARE NOT MATTERS OF SURVEY. THE FOLLOWING ARE SCHEDULE B II EXCEPTIONS FOR PARCEL 2 (FIRST AMERICAN TITLE INSURANCE COMPANY COMMITMENT FOR TITLE INSURANCE COMMITMENT NUMBER FA -CC- 2037- 2153026 EFFECTIVE DATE JUNE 12, 2009 AT 8:00 A.M, ISSUED BY BROAD AND CASSEL). ITEMS 1 THROUGH 9 ARE NOT MATTERS OF SURVEY ITEM 10 -AREA OF RESOLUTION RECORDED IN OFFICIAL RECORDS BOOK 3463, PAGE 353 IS SHOWN HEREON. ITEM 11 - AREA OF DECLARATION OF COVENANTS, CONDITIONS, RESTRICTIONS AND EASEMENTS RECORDED IN O.R. BOOK 3480, PAGE 750 IS SHOWN HEREON, 12. ELEVATIONS ARE BASED ON CITY OF CLEARWATER BENCHMARKS D -07 HAVING AN ELEVATION OF 50.82 AND D -08 HAVING AND ELEVATION OF 25,81 NORTH AMERICAN VERTICAL DATUM 1988 (NAVD 88). 13. TREES 4" IN DIAMETER AND LARGER HAVE BEEN LOCATED WITH COMMON NAME AND APPROXIMATE DIAMETER BREAST HIGH. SMALLER TREES, NON- PROTECTED SPECIES (INCLUDING ORNAMENTALS) AND TREES WITHIN JURISDICTIONAL AREAS (IF ANY) HAVE NOT BEEN LOCATED. TREES BY NATURE ARE IRREGULAR IN SIZE AND SHAPE. EVERY EFFORT IS MADE TO ACCURATELY LOCATE TREES. THE TREE LOCATION IS THE CENTER OF THE TREE. THIS LOCATION MAY BE DIFFERENT IF LOCATED FROM A DIFFERENT DIRECTION, ALL TREE LOCATIONS SHOULD BE FIELD CHECKED IF CRITICAL TO DESIGN, C E R T I F I C A T I O N CERTIFIED TO: RLI BENEFICIAL ACQUISITIONS LLC, 0 &P INVESTMENTS OF TAMPA, INC,, FIRST .u;;�:.,,� -- �_"""`• " AMERICAN TITLE INSURANCE COMPANY, BROAD AND CASSEL AND GULFCOAST CONSULTING, ,ice INC. "? 4 -, i ti 2 1 THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED Q° 9 WERE MADE IN ACCORDANCE WITH THE "MINIMUM STANDARD DETAIL REQUIREMENTS FOR I ALTA /ACSM LAND TITLE SURVEYS," JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND NSPS `1 IN 2005, AND INCLUDES NO ITEMS OF TABLE A THEREOF. PURSUANT TO THE ACCURACY ?, STANDARDS AS ADOPTED BY ALTA AND NSPS AND IN EFFECT ON THE DATE OF THIS .0 ?" CERTIFICATION, UNDERSIGNED FURTHER CERTIFIES THAT IN MY PROFESSIONAL OPINION, AS A 'J') LAND SURVEYOR REGISTERED IN THE STATE OF FLORIDA, THE RELATIVE POSITIONAL ACCURACY OF THIS SURVEY DOES NOT EXCEED THAT WHICH IS '1 „ ' , SPECIFIED THEREIN. THE UNDERSIGNED FURTHER CERTIFIES THAT THE SURVEY REPRESENTED HEREON MEETS THE MINIMUM TECHNICAL STANDARDS SET FORTH BY THE FLORIDA BOARD OR a ,: f. PROFESSIONAL LAND SURVEYORS IN CHAPTER 61G17 -6, FLORIDA ADMINISTRATIVE CODE," ', `ia I PURSUANT TO SECTION 472.027 FLORIDA STATUTES. (` /J s ..5.i f ,;, i 06/30/09 /d ,1. DATE OF SURVEY JOHN 0. DIEHL / t� t A -,: r ,s. 1,7J 1 � i PROFESSIONAL LAND SURVEYOR .,'t' , '-F,k LICENSE NUMBER LS 4053 b'' ' STATE OF FLORIDA }q! 7�a.r : PROJECT: «> r: PINE BERRY SENIOR APARTMENTS TYPE OF SURVEY: BOUNDARY AND TOPOGRAPHIC SURVEY ALTA /ACSM• LAND TITLE SURVEY PREPARED FOR: GULF COAST CONSULTING, INC. POLARIS ASSOCIATES INC. PROFESSIONAL SURVEYING LB 6113 18850 U.S. HIGHWAY 19 SUITE 500 CLEARWATER, FLORIDA 33764 SURVEY DATE: 1/22/08 (727) 524 -6500 SAVED: 8/25/2009 11:21 AM PLOTTED: 8/25/2009 11:22 AM CHECKED BY: SCALE: DRAWN BY: JOB NO. DRAWING PATH: SHEET JOD I 1" = 30' JDF 01 -3945 IH: \JN\3945\DWG\3945BTREV2,DWG 1 OF 1 SECTION 23, TOWNSHIP 29 S., RANGE 15 E PINELLAS COUNTY, FLORIDA NOTES 1. BEARINGS ARE BASED ON THE SOUTH RIGHT -OF -WAY LINE OF BARRY STREET AS BEING S.89'03'13E. 2. SURVEY MAP AND REPORT OR THE COPIES THEREOF ARE NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED. 3. NO EXCAVATION WAS PERFORMED TO VERIFY THE LOCATION OR . EXISTENCE OF ANY UNDERGROUND UTILITIES, ENCROACHMENTS, IMPROVEMENTS, STRUCTURES OR FOUNDATIONS. 'UNDERGROUND UTILITY LINE LOCATIONS (IF SHOWN HEREON) ARE BASED UPON UTILITY PROVIDER ATLASES AND VISIBLE SURFACE EVIDENCE. 4. RE -USE OF THIS SURVEY FOR PURPOSES OTHER THAN WHICH IT WAS INTENDED, WITHOUT WRITTEN VERIFICATION, WILL BE AT THE RE -USERS SOLE RISK AND WITHOUT LIABILITY TO THE SURVEYOR, NOTHING HEREIN SHALL BE CONSTRUED TO GIVE ANY RIGHTS OR BENEFITS TO ANYONE OTHER THAN THOSE TO WHOM CERTIFIED, 5. ALL FOUND POINTS ARE UNMARKED UNLESS OTHERWISE NOTED. ALL PERIMETER BEARINGS AND DISTANCES ARE ALSO FIELD MEASURED UNLESS NOTED. 6. THIS SURVEY IS NOT INTENDED TO SHOW THE LOCATION OR EXISTENCE OF ANY JURISDICTIONAL, HAZARDOUS OR ENVIRONMENTALLY SENSITIVE AREAS. 7. THE SITE APPEARS TO BE IN FLOOD ZONES AE AND X, ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY, FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NUMBER 12103CO109H, EFFECTIVE DATE 5/17/05, POLARIS ASSOCIATES, INC. AND THE SIGNING SURVEYOR HEREON ASSUMES NO LIABILITY FOR THE ACCURACY OF THIS DETERMINATION. THE AUTHOR OF THE MAP, THE FEDERAL EMERGENCY MANAGEMENT AGENCY, OR THE LOCAL GOVERNMENTAL AGENCY HAVING JURISDICTION OVER SUCH MATTERS SHOULD BE CONTACTED PRIOR TO ANY JUDGMENTS BEING MADE FROM THIS INFORMATION. THE ABOVE REFERENCED MAP STATES IN THE NOTES TO THE USER THAT "THIS MAP IS FOR USE IN ADMINISTERING THE NATIONAL FLOOD INSURANCE PROGRAM" AND "THAT BASE FLOOD ELEVATIONS (BFEs) SHOWN REPRESENT ROUNDED WHOLE -FOOT ELEVATIONS AND THEREFORE MAY NOT EXACTLY REFLECT THE FLOOD ELEVATION DATA PRESENTED IN THE FLOOD INSURANCE STUDY (FIS) REPORT ". THE HIS REPORT WAS NOT CONSULTED FOR THIS SURVEY. 8. ANY ZONING INFORMATION SHOWN OR NOTED HEREON IS BASED ON INFORMATION AVAILABLE DURING THE PREPARATION OF THE SURVEY. THIS INFORMATION SHOULD BE VERIFIED WITH THE GOVERNING AUTHORITY PRIOR TO ANY DETERMINATIONS OR DESIGN. 9. 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. 10. UNLESS OTHERWISE THE SE IN DICATED THE PROPERTY DESCRIPTION AN EASEMENTS SHOWN W 0 D EASE E S S O WERE FURNISHED TO POLARIS ASSOCIATES, INC. AND ARE PRESUMED TO BE CORRECT. NO SEARCH OF ANY PUBLIC RECORDS, FOR EASEMENTS, DEEDS, ETC., WAS PERFORMED BY THIS FIRM FOR THE COMPLETION OF THIS SURVEY AND THERE MAY BE ADDITIONAL RESTRICTIONS THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY, 11. DESCRIPTIONS AND EASEMENTS SHOWN HEREON WERE TAKEN FROM A FIRST AMERICAN TITLE INSURANCE COMPANY COMMITMENT FOR TIT LE INSU RAN C E, CO MMITMENT NUMBER FA -CC - 2037 - 2152581, EFFECTIVE DATE: MAY 22ND 2009 AT 8:00 A.M. ISSUED BY BROAD AND CASSEL. (PARCEL 1) AND FIRST AMERICAN TITLE INSURANCE COMPANY COMMITMENT FOR TITLE INSURANCE COMMITMENT NUMBER FA- CC- 2037 - 2153026 EFFECTIVE DATE JUNE 12, 2009 AT 8:00 A.M. ISSUED BY BROAD AND CASSEL (PARCEL 2) THE FOLLOWING ARE SCHEDULE B II EXCEPTIONS FOR PARCEL 1 ITEMS 1 THROUGH 8 ARE NOT MATTERS OF SURVEY. ITEM 9 - THE SITE IS SUBJECT TO DECLARATION OF RESTRICTIONS RECORDED IN O.R. BOOK 1373, PAGE 26, RE- RECORDED IN O.R. BOOK 1399, PAGE 3, AS MODIFIED INO.R. BOOK 1728, PAGE 422, O.R. BOOK 1786, PAGE 270 AND O.R. BOOK 2796, PAGE 258 ALL IN THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. THE SETBACK RESTRICTIONS ARE SHOWN HEREON. ITEM 10 - THE DECLARATION OF RESTRICTIONS RECORDED IN O.R. BOOK 3480, PAGE 750, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA CONTAIN CERTAIN RESTRICTIONS CONCERNING THE 33.00 FOOT VACATED RIGHT OF WAY ADJACENT T T THE PROPERTY DESCRIBED HEREON. CAN NOT BE DRAWN. ITEM 11 - SITE S SUBJECT I E I TO RESTRICTIONS IMPOSED BY WARRANTY 411 DEED RECORDED IN O.R. BOOK E 9 PACE 1131 PUBLIC RECORDS OF PINELLAS COUNTY FLORIDA. PARCEL 2 OF THE DESCRIBED LANDS IN THIS DOCUMENT IS SHOWN HEREON. ITEM 12 - THE SITE IS SUBJECT TO RESTRICTIONS DEDICATIONS CONDITIONS, RESERVATIONS EASEMENTS AN OTHER R 0 E MATTERS H WN N T S 0 O HE PLAT OF FORREST I ES HILLS ESTATES UNIT NIT 5 AS RECORDED IN PLAT BOOK 58 PACE 34 PUBLIC RECORDS OF PIN ELL A S COUNTY, FLORIDA. THE SETBACK SHOWN ON THE PLAT HAVE BEEN SHOWN HEREON. . ITEM 13 - A M N GRANTED TO FLORIDA POWER CORPORATION RECORDED IN O.R. BOOK 1477, PAGE 189, PUBLIC RECORDS OF :PINELLAS COUNTY, FLORIDA IS SHOWN HEREON. ITEM 14 -AREA OF PARTY WALL AGREEMENT RECORDED IN O.R. BOOK 5295, PACE 55, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA IS SHOWN HEREON. ITEMS 15 THROUGH 17 ARE NOT MATTERS OF SURVEY. THE FOLLOWING ARE SCHEDULE B II EXCEPTIONS FOR PARCEL 2 (FIRST AMERICAN TITLE INSURANCE COMPANY COMMITMENT FOR TITLE INSURANCE COMMITMENT NUMBER FA -CC- 2037- 2153026 EFFECTIVE DATE JUNE 12, 2009 AT 8:00 A.M, ISSUED BY BROAD AND CASSEL). ITEMS 1 THROUGH 9 ARE NOT MATTERS OF SURVEY ITEM 10 -AREA OF RESOLUTION RECORDED IN OFFICIAL RECORDS BOOK 3463, PAGE 353 IS SHOWN HEREON. ITEM 11 - AREA OF DECLARATION OF COVENANTS, CONDITIONS, RESTRICTIONS AND EASEMENTS RECORDED IN O.R. BOOK 3480, PAGE 750 IS SHOWN HEREON, 12. ELEVATIONS ARE BASED ON CITY OF CLEARWATER BENCHMARKS D -07 HAVING AN ELEVATION OF 50.82 AND D -08 HAVING AND ELEVATION OF 25,81 NORTH AMERICAN VERTICAL DATUM 1988 (NAVD 88). 13. TREES 4" IN DIAMETER AND LARGER HAVE BEEN LOCATED WITH COMMON NAME AND APPROXIMATE DIAMETER BREAST HIGH. SMALLER TREES, NON- PROTECTED SPECIES (INCLUDING ORNAMENTALS) AND TREES WITHIN JURISDICTIONAL AREAS (IF ANY) HAVE NOT BEEN LOCATED. TREES BY NATURE ARE IRREGULAR IN SIZE AND SHAPE. EVERY EFFORT IS MADE TO ACCURATELY LOCATE TREES. THE TREE LOCATION IS THE CENTER OF THE TREE. THIS LOCATION MAY BE DIFFERENT IF LOCATED FROM A DIFFERENT DIRECTION, ALL TREE LOCATIONS SHOULD BE FIELD CHECKED IF CRITICAL TO DESIGN, C E R T I F I C A T I O N CERTIFIED TO: RLI BENEFICIAL ACQUISITIONS LLC, 0 &P INVESTMENTS OF TAMPA, INC,, FIRST .u;;�:.,,� -- �_"""`• " AMERICAN TITLE INSURANCE COMPANY, BROAD AND CASSEL AND GULFCOAST CONSULTING, ,ice INC. "? 4 -, i ti 2 1 THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED Q° 9 WERE MADE IN ACCORDANCE WITH THE "MINIMUM STANDARD DETAIL REQUIREMENTS FOR I ALTA /ACSM LAND TITLE SURVEYS," JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND NSPS `1 IN 2005, AND INCLUDES NO ITEMS OF TABLE A THEREOF. PURSUANT TO THE ACCURACY ?, STANDARDS AS ADOPTED BY ALTA AND NSPS AND IN EFFECT ON THE DATE OF THIS .0 ?" CERTIFICATION, UNDERSIGNED FURTHER CERTIFIES THAT IN MY PROFESSIONAL OPINION, AS A 'J') LAND SURVEYOR REGISTERED IN THE STATE OF FLORIDA, THE RELATIVE POSITIONAL ACCURACY OF THIS SURVEY DOES NOT EXCEED THAT WHICH IS '1 „ ' , SPECIFIED THEREIN. THE UNDERSIGNED FURTHER CERTIFIES THAT THE SURVEY REPRESENTED HEREON MEETS THE MINIMUM TECHNICAL STANDARDS SET FORTH BY THE FLORIDA BOARD OR a ,: f. PROFESSIONAL LAND SURVEYORS IN CHAPTER 61G17 -6, FLORIDA ADMINISTRATIVE CODE," ', `ia I PURSUANT TO SECTION 472.027 FLORIDA STATUTES. (` /J s ..5.i f ,;, i 06/30/09 /d ,1. DATE OF SURVEY JOHN 0. DIEHL / t� t A -,: r ,s. 1,7J 1 � i PROFESSIONAL LAND SURVEYOR .,'t' , '-F,k LICENSE NUMBER LS 4053 b'' ' STATE OF FLORIDA }q! 7�a.r : PROJECT: «> r: PINE BERRY SENIOR APARTMENTS TYPE OF SURVEY: BOUNDARY AND TOPOGRAPHIC SURVEY ALTA /ACSM• LAND TITLE SURVEY PREPARED FOR: GULF COAST CONSULTING, INC. POLARIS ASSOCIATES INC. PROFESSIONAL SURVEYING LB 6113 18850 U.S. HIGHWAY 19 SUITE 500 CLEARWATER, FLORIDA 33764 SURVEY DATE: 1/22/08 (727) 524 -6500 SAVED: 8/25/2009 11:21 AM PLOTTED: 8/25/2009 11:22 AM CHECKED BY: SCALE: DRAWN BY: JOB NO. DRAWING PATH: SHEET JOD I 1" = 30' JDF 01 -3945 IH: \JN\3945\DWG\3945BTREV2,DWG 1 OF 1 POLARIS ASSOCIATES INC. PROFESSIONAL SURVEYING LB 6113 18850 U.S. HIGHWAY 19 SUITE 500 CLEARWATER, FLORIDA 33764 SURVEY DATE: 1/22/08 (727) 524 -6500 SAVED: 8/25/2009 11:21 AM PLOTTED: 8/25/2009 11:22 AM CHECKED BY: SCALE: DRAWN BY: JOB NO. DRAWING PATH: SHEET JOD I 1" = 30' JDF 01 -3945 IH: \JN\3945\DWG\3945BTREV2,DWG 1 OF 1 LEGAL DESCRIPTION A PARCEL OF LAND IN THE NORTHEAST 1/4 OF THE NORTHWEST 1/4 OF SECTION 23, TOWNSHIP 29 SOUTH, RANGE 15 EAST, PINELLAS COUNTY, FLORIDA: AND A PORTION OF LOTS 4. 5 AND 6, FORREST HILL ESTATES, UNIT 5, AS RECORDED IN PLAT BOOK 58, PAGE 34, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA, ALL MORE PARTICULARLY DESCRIBED AS FOLLOWS: FROM THE NORTHWEST CORNER OF SECTION 23, TOWNSHIP 29 SOUTH, RANGE 15 EAST, PINELLAS COUNTY, FLORIDA, AS A POINT OF REFERENCE; THENCE S. 89'03'13" E., ALONG THE NORTH LINE OF SAID SECTION 23, 1,374,07 FEET TO THE EASTERLY RIGHT —OF --WAY LINE OF HIGHLAND AVENUE; THENCE ALONG SAID RIGHT —OF —WAY LINE S. 00'02'03" E., 315.05 FEET TO THE NORTHWEST CORNER OF LOT 6, FORREST HILL ESTATES, UNIT 5 AS RECORDED IN PLAT BOOK 58, PAGE 34, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA, SAID POINT ALSO BEING THE POINT OF BEGINNING; THENCE S. 89'03'13" E., ALONG THE NORTH LINE OF SAID POINT, 627.78 FEET; THENCE S. 0010'16" E., 220.49 FEET TO A POINT ON THE NORTH LINE OF KALMIA CONDOMINIUM NO. 5, AS RECORDED IN O.R. BOOK 3403, PAGE 879, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA; THENCE ALONG THE BOUNDARY OF SAID PLAT BY THE FOLLOWING THREE CALLS: 1.S. 89'49`44" W., 45.010 FEET; 2.S, 00'04'33" E., 160.03 FEET; 3.S. 86'45'04" W., 101.15 FEET; THENCE N. 10'0556" W., 183.81 FEET; THENCE N. 00'2659" E., 50.02 FEET; THENCE S. 89 55'26" W., 450.64 FEET TO A POINT ON AFOREMENTIONED EASTERLY RIGHT —OF —WAY LINE OF HIGHLN1 :",vILH:NUE, THENCE N. 00 "02'03" W., ALONG SAID LINE, 166.47 FEET TO THE POINT OF BEGINNING. ALSO DESCRIBED AS: DESCRIPTION: (PARCEL 1) A PARCEL OF LAND IN THE NORTHEAST 1/4 OF THE NORTHWEST 1/4 OF SEC-PION 23, TOWNSHIP 29 SOUTH, RANGE 15 EAST, PINELLAS COUNTY, FLORIDA: AND A PORTION OF LOT 6, FORREST HILL, ESTATES, UNIT 5, AS RECORDED IN PLAT" BOOK 58, PAGE 34, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. ALL MORE PARTICULARLY DESCRIBED AS FOLLOWS: FROM THE NORTHWEST CORNER OF SECTION 23, TOWNSHIP 29 SOUTH, RANGE 15 EAST, PINELLAS COUNTY, FLORIDA, AS A POINT OF REFERENCE; THENCE S. 89`03'13" E., ALONG THE NORTH LINE OF SAID SECTION 23, 1,374.07 FEET TO THE EASTERLY RIGHT—OF—WAY LINE OF HIGHLAND AVENUE; THENCE ALONG SAID RIGHT —OF —WAY LINE S. 00'02`03' E., 315.05 FEET TO THE NORTHWEST CORNER OF LOT 6, FORREST HILL ES1 ATES, UNIT 5 AS RECORDED IN PLAT BOOK 58, PAGE 34, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA, SAID POINT ALSO BEING THE POINT ' OF BEGINNING; THENCE S. 89`03'13" E., ALONG THE NORTH LINE OF SAID LOT 6, 452.27 FEET; THENCE S. 00'26'59" W., 158.58 FEET; THENCE S. 89'55'26" W., 450.64 FEET TO A POINT ON AFOREMENTIONED EASTERLY RIGHT --• OF —WAY LINE OF HIGHLAND AVENUE; THENCE N. 00`02'03" W., ALONG SAID RIGHT -- OF --WAY LINE 166.47 FEET TO THE POINT OF BEGINNING, DESCRIPTION: (PARCEL 2) A PARCEL OF LAND IN THE NORTHEAST 1/4 OF THE NORTHWEST 1/4 OF SECTION 23, TOWNSHIP 29 SOUTH, RANGE 15 EAST, PINELLAS COUNTY, FLORIDA: AND A PORTION OF LOT 6, FORREST HILL ESTATES, UNIT 5, AS RECORDED IN PLAT BOOK 58, PAGE 34, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. ALL MORE PARTICULARLY DESCRIBED AS FOLLOWS: FROM THE NORTHWEST CORNER OF SECTION 23, TOWNSHIP 29 SOUTH, RANGE 15 EAST, PINELLAS COUNTY, FLORIDA, AS A POINT OF REFERENCE; THENCE S. 89'03'13" E., ALONG THE NORTH LINE OF SAID SECTION 23, 1,374.07 FEET TO THE EASTERLY RIGHT —OF—WAY LINE OF HIGHLAND AVENUE; THENCE ALONG SAID RIGHT --OF --WAY LINE S. 00'02'03° E., 315.05 FEET TO THE NORTHWEST CORNER OF LOT 6, FORREST HILL ESTATES, UNIT 5 AS RECORDED IN PLAT BOOK 58, PAGE 34, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA, THENCE S. 89'03`13" E., ALONG THE NORTH LINE OF SAID LOT 6. 452.27 FEET TO THE POINT OF BEGINNING; FROM SAID POINT OF BEGINNING CONTINUE S. 89'03'13" E., 175.51 FEET; THENCE S. 00'10'16" E., 220.49 FEET TO A POINT ON THE NORTH LINE OF KALMIA CONDOMINIUM NO. 5, AS RECORDED IN O.R. BOOK 3403, PAGE 879, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA; THENCE ALONG THE BOUNDARY OF SAID PLAT BY THE FOLLOWING THREE CALLS: 1.S. 89`49'44" W., 45.00 FEET; 2.S, 00`04'33" E., 160.03 FEET; 3.S. 86 "45'04" W„ 101.15 FEET; THENCE N. 10'05'56" W., 183,81 FEET; THENCE N. 00'26'59" E., 208.50 FEET TO THE POINT OF BEGINNING TOGETHER WITH: THE NORTH 260 FEET OF VACATED SKYVIEW AVENUE ADJACENT TO WEST LINE OF LOTS 54 AND 69 OF FIRST ADDITION TO GATES KNOLL SUBDIVISION AND ADJACENT TO WEST R/W LINE OF TUSCOLA ROAD, LYING AND BEING IN PINELLAS COUNTY, FLORIDA. SITE ADRESS: 1225 South Highland Avenue Clearwater FL 33756 WWI _09 SITEWORK CONSTRUCTION PLANS I'RO.)LjV.I LOCATION SECTION'S 23, TOWNSHIP 29 S, RANGE 15 E PINELLAS COUNTY, FLORIDA T !"1 f " A rP T !-N 'hT A A" A T7 1NARNING CONTRACTOR TO CALL "SUNSHINE STATE ONE CALL" 1--- 800 -432 -4770 48 -TOURS PRIOR TO ANY CLEARING OR CONSTRUCTION FOR EXISTING UTILITY LOCATIONS PREPARED FOR: Pine Berry Senior Limited Partnership 2206 Jo -An Drive., Sarasota FL 34231 PREPARED BY Gulf Coast Consulting, Inc. Land Development Consulting 13 825 ICOT BLVD., SUITE 605 Clearwater, Florida 33760 Phone (727) 524-1818 Fax: (727) 524 -6090 DRAWING INDEX SHEET TITLE 1 COVER SHEET 2 EXISTING CONDITIONS PLAN 3 EXISTING CONDITIONS & DEMOLITION PLAN 4 OVERALL & TRUCK PATH PLAN 5 HORIZONTAL CONTROL PLAN 6 SITE DEVELOPMENT PLAN 7 SITE DEVELOPMENT PLAN a BEST MANAGEMENT PRACTICES PLAN 9 GRADING SECTIONS 10 FLOOD PLAIN MITIGATIO( `:. PLAN 11 PAVING, GRADING_. AND DRAINAGE DETAILS 12 PAVING, GRADING AND DRAINAGE DETAILS 13 WATER AND SEWER DETAILS 14 WATER, SEINER & MISCELANEOUS DETAILS 15 PRE— DEVELOPMENT BASIN MAP 16 POST -- DEVELOPMENT BASIN MAP STORM TRAP DETAILS 1 STORM TRAP DETAILS 2 STORM TRAP DETAILS LAPP USE SU NT,,kR" r Existing Lonin: MDR. (1,53 acres) and C (1.69 acres) Site Area: 3,22 Acres (140,075 sf Existing Land Use: P_ i:.:,tia1..Iligh (RH) Commercial General (CG) Existing Use: Bowling Alley / Sports Bar .Pro oosed Use: Senior Apartments Density: Permitted: 86 units 1.53 ac 30 /acre = 45 1.69 ac 24 /acre — 40 85 Proposed 85 units / 3.22 ac = 26.4 / units acre Park-in : Required Proposed Vehicular Use Area (VUA.): Interior Parking Landscape Area: Impervious Surface Ratio ISg): Proposed: Maximum Allowed: OAS. e: Building e_ig_ht: Building Size: 2 /units = 170 spaces 91 spaces (9 handicapped) 4203 sf (30% of Total Site) (See Parking. Analysis) 2,345 sf (5.5% of Vehicular Use Area) 0.55 (1.78 Acres - 77,537 sf ) 0,85 0.45 (1,44 Acres 62,538 sf } 15% Minimum Required. 49 :feet to Mid- .Point 855000 sf (4-Stories) 85 Units (Proposed) Footprint = 28,761 S.F. (0.66 Ac) (Existing) Footprint := 26,804 S.F. (0.62 Ac) Setbacks: Required Proposed to Sidewalk Proposed to Parking Proposed to Building North 25 feet 17.5 feet 23 feet 26 feet West 25 feet 266.5 feet 29.2 feet 337.8 feet South 10 feet 8.3 feet 1.4 feet 22.8 feet East 10 feet 29 feet 29 feet 41.6 feet P E: R . MINIMUM STA -.NI AV2QAIrERIA. o u al ,5 2009 u to 1.::z c� 1IJ LL 09-014 DATB 06/20/09 \o0wx; i C ,�r, s�f Try W ,t i Irk ,�"J � I ", , 11" .11f - , I—— � -1 __'.. V, ---I-,.-- �i --- ­­ ly , -,--,..,. - -11, ", I'll ­ .1 --- w - '� '!:,',:f , _�, � , , .-I....".- , ,.�,j � __ - ­-_­­__.­�� �; ­,­-, �, _..__..._._ , . ,� - . I I . , . 11 '�:` 1�_9 �:,Y> . - 17 ­­­- 'a ___-, ; � t �', c-_ , � � I 10 � t'' I ) Ij c 1 � I j�zi, I � ! 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EXISTING BOUNDARY @ '� 11 EX TREE . 2 1 '1 1 --�3-,--.,--,Il5—,--,0---1]:" -----C.x--,----- I + = PALM TREE I I ,0 = BOTTLE BRUSH TREE I 1 = CEDAR (9 = OAK TREE - � , = OTHER SPECIES I _ I _________ I-- 'LINE TABLE — LINE BEARING DISTANCE ' L1 S89'49'44"W 45,00 -,----L2 S86*45'04"W 101.15 L3 N 0 O'2 6'53 " E 50,19 - 1-4 SOO'1 O'l 6 " E 6.69 L5 I S89'0 3'1 3 " E . 33. . 01 ..-,- . __ ' I L6 S89'03 ' 13 $ � E - 33.01 ____4 L7 S001 Q'1 6"E 32,87 A f'? iz , - � � � i - . , , . - ­; - - ­l ,,C, � � - T ,i -,,.-, 14 NOTES,, - , 4 , � ­ - I , � � �,4 -"r , " I ' 1�­��_ '. 1. 1_� . I � Il , - - . � 11 I, - 3 - , - , __ ­­p.c , 6 �� - - ; - 1 " � , f , .— : _1� ` ­- i 7< I I -, , � "� 'b 4v V -,�, " I ; - " - , -07 HAVING AN ELEVATION I I ;,� /�,_ ,, ._­�­_--,---­ �. " �, - 'r- - , '. / , ,�,, I -, , - __.". I , " 1. ELEVATIONS ARE BASED ON CITY OF CLEARWATER BENCHMARKS D I �,.. , 141 I _ - "I ­ , - , __�,;� � __ -;,1�04��' -08 HAVING AND ELEVATION OF 25.81 NORTH AMERICAN VERTICAL DATUM � ...... , . . _�, - � � .__��_ - I � - i,�,�� I . , OF 50.82 AND D I 'O �A` � �_­ � 1 _�4 " ll� --,-- ....... 4� i 59A - �_% I .-Y, -.1- 4 i " . tr 1 1988 (NAVD 88). 1 i .1 ; ."eF � .1 1_11_­ . all I . - t -11 — I , . . ----"'1 , $ 11 5' 1 , i,,�-) ,��, 11,1110"Q ...... 'I", �i I �11��' [ � �E I -1, , - I � �� 2. EXISTING WATERLINE SHOWN BASED ON ABOVE GROUND EVIDENCE. Ill, -111, " - � -,f�� - z'r - .1 - ,, ,'All 1� I - 11 . "? ;- 211.1• -----I--- , , 3, THE SUBJECT PROPERTY APPEARS TO BE IN FLOOD ZONE AE & X, IN ACCORDANCE WITH I :� � �_ , I I z 1�jl 11 . � . � I ,�, I _1� " , f I -,, /-, ,,,, ,/ � .',' ."lA, o i r__ 111�" /� , 7 11 �7111'1, -17 � ", ,' - ,, ,,� ,-,,,,, jR", �]_ = 41.2�� .1 4') v"5��Ir, "., l � 7 �,,.,�,� ,_-�,.,'-;,,_, , F.I.R.M. MAP #12103CO109H, PINELLAS COUNTY, FLORIDA. MAP REVISED 5 -2005 -,- ,l- ,,-'f�­7=--_l-, T�- --- i / , ­ - VX1 _� M., l , `c N.-� 11 � 157.:��, " 06; --.-I---- smz ­3�,___✓,�) 1.1AjM1Mf11 " I I -1 0 . ;-_- '. �-- �`57,',N_,- 1 i 11.11 / 0M. f3',`)1,1X 3`403, P'A0`,-, P.37t�, 1 1 � ',� � 5 �11 11 " 11� i IAF 1J � ., t i I i I . i i I , .1 -�' i I'll I i . � "n, - , ­r f-1- '­­' . '[()11`: ­_�1­1_1 " t-�:'} ".1, 1 " W PINE BERRY APADt,_'_,rLMENTS It EXISTINU CONDITIONS PLAN OR 0 DATUM CONVERSION: 0.86'NGVD 29 = 0.00'NAVD 88 4.",N - let �w' 1111'tI, NOT V6 OJMZSS §a k EM 1 10/14/09 REVISED PER CITY 0F CLEARWATER COMMENTS BY A,REGISTW�D ENGINEER 4 'CONSULTING, MC.'_,�, ' RIEVISTONS GULF COAST - 8R* NO, DATF, CERTIHQM9P,W1"59W��N0­f74 I - 108 NO. - - — 09-014 F.13, & P6, 2 SHE - — I, 16. , - f__ :-- a- :2� w 0 U.: 1.11 CA I- ,I'M (tj <� V:� , 2 :; c = �> _. W. cl-A 121]:T3 w � ­�­ w _j � J-0 I I-- ,.,-- 1.0 U. 0 �= 0 - (D �- _; 1_U 0 > w -----I 0 . , , I I i t 1 I I I i . 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EXISTING BOUNDARY @ '� 11 EX TREE . 2 1 '1 1 --�3-,--.,--,Il5—,--,0---1]:" -----C.x--,----- I + = PALM TREE I I ,0 = BOTTLE BRUSH TREE I 1 = CEDAR (9 = OAK TREE - � , = OTHER SPECIES I _ I _________ I-- 'LINE TABLE — LINE BEARING DISTANCE ' L1 S89'49'44"W 45,00 -,----L2 S86*45'04"W 101.15 L3 N 0 O'2 6'53 " E 50,19 - 1-4 SOO'1 O'l 6 " E 6.69 L5 I S89'0 3'1 3 " E . 33. . 01 ..-,- . __ ' I L6 S89'03 ' 13 $ � E - 33.01 ____4 L7 S001 Q'1 6"E 32,87 A f'? iz , - � � � i - . , , . - ­; - - ­l ,,C, � � - T ,i -,,.-, 14 NOTES,, - , 4 , � ­ - I , � � �,4 -"r , " I ' 1�­��_ '. 1. 1_� . I � Il , - - . � 11 I, - 3 - , - , __ ­­p.c , 6 �� - - ; - 1 " � , f , .— : _1� ` ­- i 7< I I -, , � "� 'b 4v V -,�, " I ; - " - , -07 HAVING AN ELEVATION I I ;,� /�,_ ,, ._­�­_--,---­ �. " �, - 'r- - , '. / , ,�,, I -, , - __.". I , " 1. ELEVATIONS ARE BASED ON CITY OF CLEARWATER BENCHMARKS D I �,.. , 141 I _ - "I ­ , - , __�,;� � __ -;,1�04��' -08 HAVING AND ELEVATION OF 25.81 NORTH AMERICAN VERTICAL DATUM � ...... , . . _�, - � � .__��_ - I � - i,�,�� I . , OF 50.82 AND D I 'O �A` � �_­ � 1 _�4 " ll� --,-- ....... 4� i 59A - �_% I .-Y, -.1- 4 i " . tr 1 1988 (NAVD 88). 1 i .1 ; ."eF � .1 1_11_­ . all I . - t -11 — I , . . ----"'1 , $ 11 5' 1 , i,,�-) ,��, 11,1110"Q ...... 'I", �i I �11��' [ � �E I -1, , - I � �� 2. EXISTING WATERLINE SHOWN BASED ON ABOVE GROUND EVIDENCE. Ill, -111, " - � -,f�� - z'r - .1 - ,, ,'All 1� I - 11 . "? ;- 211.1• -----I--- , , 3, THE SUBJECT PROPERTY APPEARS TO BE IN FLOOD ZONE AE & X, IN ACCORDANCE WITH I :� � �_ , I I z 1�jl 11 . � . � I ,�, I _1� " , f I -,, /-, ,,,, ,/ � .',' ."lA, o i r__ 111�" /� , 7 11 �7111'1, -17 � ", ,' - ,, ,,� ,-,,,,, jR", �]_ = 41.2�� .1 4') v"5��Ir, "., l � 7 �,,.,�,� ,_-�,.,'-;,,_, , F.I.R.M. MAP #12103CO109H, PINELLAS COUNTY, FLORIDA. 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I i ,x,, I C) � ! t'.-, j i I - . } t UMt' I I ­1 , 11 I +P I P � '1! � , I /1,11 11 ... / , / // � � I I ! U_' i . .;j�, t�t q � f; I I il �b ./ i I / I I , , - ;, � 1�t 1 .;,�: �"/ I ! ..... ,IA,�_ "_ .1 .11. 1� /,Z,�,z,� / ,,,' i i - .A . � I I i - � / / / , I - I �DT 1� -­ 17, i 1 ,l,:,77— ? I � ,I'), i­,­� i ,,, � i , . . - '�.. � , �", � ! ,,(.�,� �, ,a-1 I -.,.. I I � , , 1 I - I . , i �, , �� - I � "...­_­ ­ - ­_­_­­­___­____­ - -- --- ----- ­­ - -.1 i ,­­ 1 ; , � U� ", ­­ � ­­­1_­__._1_1._­__ __ _. _________­_.__,__­... - ­ _ ......... t' k ... i ,A 5,6`5 , z 117, '.1- I , I" - -,- ,�-,) -��'- ", '! �, / I :.,� , 9 1 ', __4 9 ,-,-,, .. -j� ! r?.,,:,11 "I I- -.,-:. " . 1 1 , . I , ,� ,,.,�, , . P ) __N N 0 15 30 60 __ - - - ----------- I � 01 - SCALE: 1"=30' . . . EXISTING BOUNDARY @ '� 11 EX TREE . 2 1 '1 1 --�3-,--.,--,Il5—,--,0---1]:" -----C.x--,----- I + = PALM TREE I I ,0 = BOTTLE BRUSH TREE I 1 = CEDAR (9 = OAK TREE - � , = OTHER SPECIES I _ I _________ I-- 'LINE TABLE — LINE BEARING DISTANCE ' L1 S89'49'44"W 45,00 -,----L2 S86*45'04"W 101.15 L3 N 0 O'2 6'53 " E 50,19 - 1-4 SOO'1 O'l 6 " E 6.69 L5 I S89'0 3'1 3 " E . 33. . 01 ..-,- . __ ' I L6 S89'03 ' 13 $ � E - 33.01 ____4 L7 S001 Q'1 6"E 32,87 A f'? iz , - � � � i - . , , . - ­; - - ­l ,,C, � � - T ,i -,,.-, 14 NOTES,, - , 4 , � ­ - I , � � �,4 -"r , " I ' 1�­��_ '. 1. 1_� . I � Il , - - . � 11 I, - 3 - , - , __ ­­p.c , 6 �� - - ; - 1 " � , f , .— : _1� ` ­- i 7< I I -, , � "� 'b 4v V -,�, " I ; - " - , -07 HAVING AN ELEVATION I I ;,� /�,_ ,, ._­�­_--,---­ �. " �, - 'r- - , '. / , ,�,, I -, , - __.". I , " 1. ELEVATIONS ARE BASED ON CITY OF CLEARWATER BENCHMARKS D I �,.. , 141 I _ - "I ­ , - , __�,;� � __ -;,1�04��' -08 HAVING AND ELEVATION OF 25.81 NORTH AMERICAN VERTICAL DATUM � ...... , . . _�, - � � .__��_ - I � - i,�,�� I . , OF 50.82 AND D I 'O �A` � �_­ � 1 _�4 " ll� --,-- ....... 4� i 59A - �_% I .-Y, -.1- 4 i " . tr 1 1988 (NAVD 88). 1 i .1 ; ."eF � .1 1_11_­ . all I . - t -11 — I , . . ----"'1 , $ 11 5' 1 , i,,�-) ,��, 11,1110"Q ...... 'I", �i I �11��' [ � �E I -1, , - I � �� 2. EXISTING WATERLINE SHOWN BASED ON ABOVE GROUND EVIDENCE. Ill, -111, " - � -,f�� - z'r - .1 - ,, ,'All 1� I - 11 . "? ;- 211.1• -----I--- , , 3, THE SUBJECT PROPERTY APPEARS TO BE IN FLOOD ZONE AE & X, IN ACCORDANCE WITH I :� � �_ , I I z 1�jl 11 . � . � I ,�, I _1� " , f I -,, /-, ,,,, ,/ � .',' ."lA, o i r__ 111�" /� , 7 11 �7111'1, -17 � ", ,' - ,, ,,� ,-,,,,, jR", �]_ = 41.2�� .1 4') v"5��Ir, "., l � 7 �,,.,�,� ,_-�,.,'-;,,_, , F.I.R.M. MAP #12103CO109H, PINELLAS COUNTY, FLORIDA. MAP REVISED 5 -2005 -,- ,l- ,,-'f�­7=--_l-, T�- --- i / , ­ - VX1 _� M., l , `c N.-� 11 � 157.:��, " 06; --.-I---- smz ­3�,___✓,�) 1.1AjM1Mf11 " I I -1 0 . ;-_- '. �-- �`57,',N_,- 1 i 11.11 / 0M. f3',`)1,1X 3`403, P'A0`,-, P.37t�, 1 1 � ',� � 5 �11 11 " 11� i IAF 1J � ., t i I i I . i i I , .1 -�' i I'll I i . � "n, - , ­r f-1- '­­' . '[()11`: ­_�1­1_1 " t-�:'} ".1, 1 " W PINE BERRY APADt,_'_,rLMENTS It EXISTINU CONDITIONS PLAN OR 0 DATUM CONVERSION: 0.86'NGVD 29 = 0.00'NAVD 88 4.",N - let �w' 1111'tI, NOT V6 OJMZSS §a k EM 1 10/14/09 REVISED PER CITY 0F CLEARWATER COMMENTS BY A,REGISTW�D ENGINEER 4 'CONSULTING, MC.'_,�, ' RIEVISTONS GULF COAST - 8R* NO, DATF, CERTIHQM9P,W1"59W��N0­f74 I - 108 NO. - - — 09-014 F.13, & P6, 2 SHE - — I, 16. , - f__ :-- a- :2� w 0 U.: 1.11 CA I- ,I'M (tj <� V:� , 2 :; c = �> _. W. cl-A 121]:T3 w � ­�­ w _j � J-0 I I-- ,.,-- 1.0 U. 0 �= 0 - (D �- _; 1_U 0 > w -----I 0 f'? iz , - � � � i - . , , . - ­; - - ­l ,,C, � � - T ,i -,,.-, 14 NOTES,, - , 4 , � ­ - I , � � �,4 -"r , " I ' 1�­��_ '. 1. 1_� . I � Il , - - . � 11 I, - 3 - , - , __ ­­p.c , 6 �� - - ; - 1 " � , f , .— : _1� ` ­- i 7< I I -, , � "� 'b 4v V -,�, " I ; - " - , -07 HAVING AN ELEVATION I I ;,� /�,_ ,, ._­�­_--,---­ �. " �, - 'r- - , '. / , ,�,, I -, , - __.". I , " 1. ELEVATIONS ARE BASED ON CITY OF CLEARWATER BENCHMARKS D I �,.. , 141 I _ - "I ­ , - , __�,;� � __ -;,1�04��' -08 HAVING AND ELEVATION OF 25.81 NORTH AMERICAN VERTICAL DATUM � ...... , . . _�, - � � .__��_ - I � - i,�,�� I . , OF 50.82 AND D I 'O �A` � �_­ � 1 _�4 " ll� --,-- ....... 4� i 59A - �_% I .-Y, -.1- 4 i " . tr 1 1988 (NAVD 88). 1 i .1 ; ."eF � .1 1_11_­ . all I . - t -11 — I , . . ----"'1 , $ 11 5' 1 , i,,�-) ,��, 11,1110"Q ...... 'I", �i I �11��' [ � �E I -1, , - I � �� 2. EXISTING WATERLINE SHOWN BASED ON ABOVE GROUND EVIDENCE. Ill, -111, " - � -,f�� - z'r - .1 - ,, ,'All 1� I - 11 . "? ;- 211.1• -----I--- , , 3, THE SUBJECT PROPERTY APPEARS TO BE IN FLOOD ZONE AE & X, IN ACCORDANCE WITH I :� � �_ , I I z 1�jl 11 . � . � I ,�, I _1� " , f I -,, /-, ,,,, ,/ � .',' ."lA, o i r__ 111�" /� , 7 11 �7111'1, -17 � ", ,' - ,, ,,� ,-,,,,, jR", �]_ = 41.2�� .1 4') v"5��Ir, "., l � 7 �,,.,�,� ,_-�,.,'-;,,_, , F.I.R.M. MAP #12103CO109H, PINELLAS COUNTY, FLORIDA. MAP REVISED 5 -2005 -,- ,l- ,,-'f�­7=--_l-, T�- --- i / , ­ - VX1 _� M., l , `c N.-� 11 � 157.:��, " 06; --.-I---- smz ­3�,___✓,�) 1.1AjM1Mf11 " I I -1 0 . ;-_- '. �-- �`57,',N_,- 1 i 11.11 / 0M. f3',`)1,1X 3`403, P'A0`,-, P.37t�, 1 1 � ',� � 5 �11 11 " 11� i IAF 1J � ., t i I i I . i i I , .1 -�' i I'll I i . � "n, - , ­r f-1- '­­' . '[()11`: ­_�1­1_1 " t-�:'} ".1, 1 " W PINE BERRY APADt,_'_,rLMENTS It EXISTINU CONDITIONS PLAN OR 0 DATUM CONVERSION: 0.86'NGVD 29 = 0.00'NAVD 88 4.",N - let �w' 1111'tI, NOT V6 OJMZSS §a k EM 1 10/14/09 REVISED PER CITY 0F CLEARWATER COMMENTS BY A,REGISTW�D ENGINEER 4 'CONSULTING, MC.'_,�, ' RIEVISTONS GULF COAST - 8R* NO, DATF, CERTIHQM9P,W1"59W��N0­f74 I - 108 NO. - - — 09-014 F.13, & P6, 2 SHE - — I, 16. , - f__ :-- a- :2� w 0 U.: 1.11 CA I- ,I'M (tj <� V:� , 2 :; c = �> _. W. cl-A 121]:T3 w � ­�­ w _j � J-0 I I-- ,.,-- 1.0 U. 0 �= 0 - (D �- _; 1_U 0 > w -----I 0 . � "n, - , ­r f-1- '­­' . '[()11`: ­_�1­1_1 " t-�:'} ".1, 1 " W PINE BERRY APADt,_'_,rLMENTS It EXISTINU CONDITIONS PLAN OR 0 DATUM CONVERSION: 0.86'NGVD 29 = 0.00'NAVD 88 4.",N - let �w' 1111'tI, NOT V6 OJMZSS §a k EM 1 10/14/09 REVISED PER CITY 0F CLEARWATER COMMENTS BY A,REGISTW�D ENGINEER 4 'CONSULTING, MC.'_,�, ' RIEVISTONS GULF COAST - 8R* NO, DATF, CERTIHQM9P,W1"59W��N0­f74 I - 108 NO. - - — 09-014 F.13, & P6, 2 SHE - — I, 16. , - f__ :-- a- :2� w 0 U.: 1.11 CA I- ,I'M (tj <� V:� , 2 :; c = �> _. W. cl-A 121]:T3 w � ­�­ w _j � J-0 I I-- ,.,-- 1.0 U. 0 �= 0 - (D �- _; 1_U 0 > w -----I 0 �4 c EXISTING SIGN (TO BE REMOVED) EXISTING 6 ELJ CTRIC BOX_!�iS (TO BE REMOVD) Ljj ws- EXISTING SANITARY VALVES > I (TO BE REMOVED) < EXISTING GAS VALVE (TO BE REMOVED) _j f_52" EXISTING CABLE (TO BE REMOVED) 04' SETBACK LH EXISTING ENTRANCE (TO BE REMOVED) oe EXISTING SIGN (TO BE REMOVED) .Ooo 'J" VESIRMIX) VT DRAWN GJS CRYCKO) DB Q.c 2'A �ML EXISTING, STORM PIPE (TO BE REMOVED) EXISTING PARKING LOT F (TO BE REMOVED) LINE BEARING REMOVED) Ll 4- 45M L2 S86045'04"W 101.15 L3 N00*26'53"E 5019 14 500°10'16 "E �AN L I S89'03'l YE .... L6 S89103'13"E 1 33.01 FIE 1 32.87 MIR SECTION 2� 22 15 1 ........... . .. d) OF 31 3' 1 Y'E. I 3-l" "I MANHOLE (TO BE REMOVED) 60 RIGHT-OF-WAY Q R UQQI� 1j/7, 'r'00A0 A 6 �4 c EXISTING SIGN (TO BE REMOVED) EXISTING 6 ELJ CTRIC BOX_!�iS (TO BE REMOVD) Ljj ws- EXISTING SANITARY VALVES > I (TO BE REMOVED) < EXISTING GAS VALVE (TO BE REMOVED) _j f_52" EXISTING CABLE (TO BE REMOVED) 04' SETBACK LH EXISTING ENTRANCE (TO BE REMOVED) oe EXISTING SIGN (TO BE REMOVED) .Ooo 'J" VESIRMIX) VT DRAWN GJS CRYCKO) DB Q.c 2'A �ML EXISTING, STORM PIPE (TO BE REMOVED) EXISTING PARKING LOT F (TO BE REMOVED) U3 W FEXISTING LIGHT POLE E al 0. D REMOVED) 4.ETO OVER HEA1 10, BE REMOVED)/, Z 15-xn I .4� 21 - LINE BEARING REMOVED) Ll 4- 45M L2 S86045'04"W 101.15 L3 N00*26'53"E 5019 14 500°10'16 "E �AN L I S89'03'l YE .... L6 S89103'13"E 1 33.01 FIE 1 32.87 MIR d) OF ARRYSTREET MANHOLE (TO BE REMOVED) 60 RIGHT-OF-WAY U3 W FEXISTING LIGHT POLE E al 0. D REMOVED) 4.ETO OVER HEA1 10, BE REMOVED)/, Z 15-xn I .4� 21 - Gulf Coast Consulting, tnc. Latid Development Consulting 13825 ICO r BLVD., SLJI-.[.'E 605 Clearwater, Flofida 33760 Phoue, (727) 524-1818 Fax-, (727) 524-6090 1H EXISTING STORM PIPE EXISTING ENTRANCE (TO BE REMOVED) (TO BE REMOVED) EXISTING SIDEWALK (TO BE REMOVED) EXISTING BUILDING (TO BE REMOVED) LINE BEARING DISTANCE Ll 4- 45M L2 S86045'04"W 101.15 L3 N00*26'53"E 5019 14 500°10'16 "E �AN L I S89'03'l YE .... L6 S89103'13"E 1 33.01 FIE 1 32.87 d) Gulf Coast Consulting, tnc. Latid Development Consulting 13825 ICO r BLVD., SLJI-.[.'E 605 Clearwater, Flofida 33760 Phoue, (727) 524-1818 Fax-, (727) 524-6090 1H EXISTING STORM PIPE EXISTING ENTRANCE (TO BE REMOVED) (TO BE REMOVED) EXISTING SIDEWALK (TO BE REMOVED) EXISTING BUILDING (TO BE REMOVED) (TO BE REMOVED) w ;HED FLOOR 0' = .32 -1 0' LINE BEARING DISTANCE Ll 4- 45M L2 S86045'04"W 101.15 L3 N00*26'53"E 5019 14 500°10'16 "E 6.69 L I S89'03'l YE .... L6 S89103'13"E 1 33.01 S001 O'l 6"E 1 32.87 EXISTING STORM ARRYSTREET MANHOLE (TO BE REMOVED) 60 RIGHT-OF-WAY Q R UQQI� 1j/7, 'r'00A0 A (TO BE REMOVED) w ;HED FLOOR 0' = .32 -1 0' "STING PARKING LOT (TO BE REMOVED) 0, � // /�z 01, ,EXISTING WALL X � ,(TO BE REMO ) Z� EXISTING GAS (TO BE REMO'A or, ALDING a4—, EXISTING 4 %(TO BE REM 0 X1 S LINE BEARING DISTANCE Ll 4- 45M L2 S86045'04"W 101.15 L3 N00*26'53"E 5019 14 500°10'16 "E 6.69 L I S89'03'l YE .... L6 S89103'13"E 1 33.01 "STING PARKING LOT (TO BE REMOVED) 0, � // /�z 01, ,EXISTING WALL X � ,(TO BE REMO ) Z� EXISTING GAS (TO BE REMO'A or, ALDING a4—, EXISTING 4 %(TO BE REM 0 X1 S EXISTING BUILDING (TO BE REMOVED) go EXISTING ENTRANCES (TO BE REMOVED) EXISTING STORM PIPE (TO BE REMOVED) (24 LF) E TING SIDEWALK XIS I VE r4 yi 050W RMS 00, 0, f 0 j gn P.5 PAI a FrA W 50, 05 0 b (TO BE REMOVED) VIA015MIM §89'�5126"W PARTY WALL AGREEMENT II GRATE EL 3153 --- 7-- ' BOOK 5295, PAGE 55 1 N IE 28.99 UT_—EXISTING FENCE S IE 2912 X (TO BE REMOVED) 7 1� I Q P44 Fri Exts"P11"i" 1041 Old V. (TO 1.1'r'44AIN), EXISTING INLET (TO BE REMOVED) EXISTING 6" WATER UNE Ir �' /` ... (TO BE REMOVED) TU A SCOL _',RCE1 2 A � s' _414 EXISTING 2 PARKING SPACES- J1 (TO BE REMOVED) ROAD EXISTING SIGNS —EXISTING CONC, (TO BE REMOVED) EXISTING POND (TO 13E REMOVED) (TO BEREMOVED) X.'S Hzv" A, Pine Berry Senior Limited Partnership 2206 JoAn Drive Sarasota FL 34,231 COLIS I.R EXISTING DRIVE ISLE (TO ng REMOVED) EXISTING STORM PIPE 4- (TO BE REMOVED) 0 D, 411111 E i F EXISTING CONC. rwl 'AGIE 1? 31 P (TO BE REMOVED)` Xl` N`0 EXISTING 6" WATER LINE O.R. R'�KJIK 341&3 17-, Pk3f ' 3:153 (TO BE REMOVED) �'RAI'7 2 6 7 f� 0 R {GOOF 34"13 PA�','�i '3 In 0 15 30 60 SCALE: 1 3V LEGEND EXISTING BOUNDARY X EX TREE TO BE REMOVED TREE BARRICADE 10 TO BE REMOVED OR DEMOLISHED LINE TABLE LINE BEARING DISTANCE Ll S89'49'44"W 45M L2 S86045'04"W 101.15 L3 N00*26'53"E 5019 14 500°10'16 "E 6.69 L I S89'03'l YE .... L6 EXISTING BUILDING (TO BE REMOVED) go EXISTING ENTRANCES (TO BE REMOVED) EXISTING STORM PIPE (TO BE REMOVED) (24 LF) E TING SIDEWALK XIS I VE r4 yi 050W RMS 00, 0, f 0 j gn P.5 PAI a FrA W 50, 05 0 b (TO BE REMOVED) VIA015MIM §89'�5126"W PARTY WALL AGREEMENT II GRATE EL 3153 --- 7-- ' BOOK 5295, PAGE 55 1 N IE 28.99 UT_—EXISTING FENCE S IE 2912 X (TO BE REMOVED) 7 1� I Q P44 Fri Exts"P11"i" 1041 Old V. (TO 1.1'r'44AIN), EXISTING INLET (TO BE REMOVED) EXISTING 6" WATER UNE Ir �' /` ... (TO BE REMOVED) TU A SCOL _',RCE1 2 A � s' _414 EXISTING 2 PARKING SPACES- J1 (TO BE REMOVED) ROAD EXISTING SIGNS —EXISTING CONC, (TO BE REMOVED) EXISTING POND (TO 13E REMOVED) (TO BEREMOVED) X.'S Hzv" A, Pine Berry Senior Limited Partnership 2206 JoAn Drive Sarasota FL 34,231 COLIS I.R EXISTING DRIVE ISLE (TO ng REMOVED) EXISTING STORM PIPE 4- (TO BE REMOVED) 0 D, 411111 E i F EXISTING CONC. rwl 'AGIE 1? 31 P (TO BE REMOVED)` Xl` N`0 EXISTING 6" WATER LINE O.R. R'�KJIK 341&3 17-, Pk3f ' 3:153 (TO BE REMOVED) �'RAI'7 2 6 7 f� 0 R {GOOF 34"13 PA�','�i '3 In 0 15 30 60 SCALE: 1 3V LEGEND EXISTING BOUNDARY X EX TREE TO BE REMOVED TREE BARRICADE 10 TO BE REMOVED OR DEMOLISHED LINE TABLE LINE BEARING DISTANCE Ll S89'49'44"W 45M L2 S86045'04"W 101.15 L3 N00*26'53"E 5019 14 500°10'16 "E 6.69 L5 S89'03'l YE 33,01 L6 S89103'13"E 1 33.01 S001 O'l 6"E 1 32.87 tri f. 'E EXISTING GONG— T (TO 8E:,,',REMOVED) 15 EXISTING DRIVE (TO BE REMOVED) 0T 41 NOTES: c t ELEVATIONS ARE BASED ON CITY OF CLEARWATER BENCHMARKS D-07 HAVING AN ELEVATION OF 50.82 AND D-08 HAVING AND ELEVATION OF 25,81 NORTH AMERICAN VERTICAL DATUM 1988 (NAVD 88). L2N T'p 2, EXISTING WATERLINE SHOWN BASED ON ABOVE GROUND EVIDENCE. 4 9) 3. THE SUBJECT PROPERTY APPEARS TO BE IN FLOOD ZONE AE & X, IN ACCORDANCE WITH F.I.R.M. MAP #12103C0109H, PINELLAS COUNTY, FLORIDA. MAP REVISED 5-17-2005 M DATUM CONVERSION: 0.861 NI%jlv'D 29 0.00'.NAIAVD 88 CQPIED OR MODIFIrb NTHQVT.VMTTEN)PMMISS0N U FROM '_LRPOWAFT-i��n Isu TIN INC. I d 9 "L ' IYU _P TMENTS PINE BERRY APAAL%_ 1. �i 0A1 NOT VALID UNLESS SIGNE0 & EMKI55LU EXISTING CONDITIONS & DEMOLITION' PLAN VALID By CERTIFICATE OF AU1WWMTt0N No., 9n4 REVISED PER CITY OF CLEARWATER COMMENTS REVNIONS _3 CL LU C" LU _j J— Li- Lj LM 101 NO. 09-01 4 3 16 06/29/09 _3 CL LU C" LU _j J— Li- Lj LM 2,5' HIGH WROUGHT— IRON FENCE W/ BRICK COLUMNS - 20 LF 6' HIGH WROUGHT (RON FENCE W1 BRICK COLUMNS 2,5' HIGH WROUGHT IRON FENCE W/ BRICK 1 COLUMNS 20 LF LiI > LL < 0 I C-) < ' TRUCK TURN PATH---q/ PER AUTO TURN 2,5' HIGH WROUGHT — IRON FENCE W`1 BRICK COLUMNS - 20 IF 6' HIGH WROUGHT IRON FENCE W/ BRICK COLUMNS DESIGN[ ) VT F) R A'C' N Gis, D8 Q.0 6 2,5' HIGH WROUGHT— IRON FENCE W/ BRICK 6' HIGH WROUGHT IRON COLUMNS - 18 LF FENCE W/ BRICK----\ ff.1V*1Tj%1�j111XX_H_ 2.5' HIGH WROUGHT 6' HIGH WROUGHT IRON 6' HIGH WROUGHT IRON G'i R1C,__...^. .. IRON FENCE W/ BRICK FENCE W/ BRICK 60' RIGHT-OF-WAY COLUMNS - 20 LF COLUMNS FENCE W1 BRICK COLUMNS ..... . ..... . PINR R7TRUCK E of LARGER RRE 4 7 7 . lw� 97,57571— . . . . . . . . . . . . — - — - — - . . . . . . . . . . . . EQND 4 . . . . . . . . . . . . .4 F I -C . . . . . . . ------ TREATMENT L . . . . ... . . 7�7_ ­47 TRUCK TURN PATH PER AUTO TURN F.. 4W ft - G A V TRUCK TURN PATH PER AUTO TURN J� L Gulf Coast Consulfing, Inc. Land DeMoliment Consulting 13825 IC(Yf BLVD., SUV-IT? 605 Clearwater, Florida 33760 Phone- (727) 524-1818 Fax: (727) 524-6090 I e]= 6.60 21.40 FIRE TRUCK feet Width 8.00 Track 7.83 Lock to Lock Time 6.00 Steering Angle 40.00 589'5526"W T __j . ..... -------------- L2 .............. Jr 1;24fa 3 ik F" 01-0 RDJtA.31N) 6' HIGH CHAIN LINK FENCE 6' HIGH CHAIN LINK FENCE WITH VINYL COATING WITH VINYL COATING Gulf Coast Consulfing, Inc. Land DeMoliment Consulting 13825 IC(Yf BLVD., SUV-IT? 605 Clearwater, Florida 33760 Phone- (727) 524-1818 Fax: (727) 524-6090 I e]= 6.60 21.40 FIRE TRUCK feet Width 8.00 Track 7.83 Lock to Lock Time 6.00 Steering Angle 40.00 TRUCK PATH -1 (PINTE BERRY TRUCK I GARBAGE TRUCK / FIRE TRUCK) Pine Berry Senior Limited Partnership 2206 Jo-An Drive Sarasota FL 34231 TRUCK TURN PATH PER AUTO TURN El 4 V, % '4 4' 7/' 7 POOL Y� "R Ja 1. 1. aS 'A F Y�- 7z f Y, Y, "S Ll r jJ5 TE R 6' HIGH CHAIN LINK FENCE WITH 'VINYL COATING 2.5' HIGH WROUGHT IRON FENCE W/ BRICK COLUMNS - 20 LF 6' HIGH CHAIN LINK FENCE `f s ���WITH VINYL COATING I / 6' HIGH CHAIN LINK FENCE 00 , I WITH VINYL COATING i OVER-ALL & TRUCK PATH PLAN THESE li;Tt7w : W MOVIF11 w OUT-WRITTEN 0 CT DAMD SLYEU P.E. f5W NOT, VAUD UNLM,S1014M Et ,,.BY A CERTIFICATE OF AUTHOMZATIO IA LO CD 6 Q0 cwt 6' HIGH CHAIN LINK FENCE WITH VINYL COATING �d V) TRUCK TURN PATH PER AUTO TURN TUSCOLA ROAD DECK" 0 15 30 60 SCALE: 1"=,30' LEGEND —:,—',7 ;, TRUCK TURN PINE DFRRY FIREE TWOK 1_'.1"/' 7�r PATH 1 110/14/09 1 REVISED PER CITY OF CLEARWATER COMMENTS Y'0. I UATF I RVMSIONs L foe X(), 09-014 4 16, C3 EL LLJ W I- LU tc Uj Uj 0- :2 Q 0- 2 � _j Uj U C3 __j L2 Jr i OVER-ALL & TRUCK PATH PLAN THESE li;Tt7w : W MOVIF11 w OUT-WRITTEN 0 CT DAMD SLYEU P.E. f5W NOT, VAUD UNLM,S1014M Et ,,.BY A CERTIFICATE OF AUTHOMZATIO IA LO CD 6 Q0 cwt 6' HIGH CHAIN LINK FENCE WITH VINYL COATING �d V) TRUCK TURN PATH PER AUTO TURN TUSCOLA ROAD DECK" 0 15 30 60 SCALE: 1"=,30' LEGEND —:,—',7 ;, TRUCK TURN PINE DFRRY FIREE TWOK 1_'.1"/' 7�r PATH 1 110/14/09 1 REVISED PER CITY OF CLEARWATER COMMENTS Y'0. I UATF I RVMSIONs L foe X(), 09-014 4 16, C3 EL LLJ W I- LU tc Uj Uj 0- :2 Q 0- 2 � _j Uj U C3 2.5' HIGH'WROUG IRON FEN � W/ I COLUMNS?- 20 t 6' HIGH V,JROUGHI FENCE W/j,BRICK COLUMNS,'- 45 L 2.5' HIGH; WROUC IRON FENCE W/ COLUMNS 20 1 > < _6 V Y 2,5' HIGH' WROU( IRON FENCE W/ COLUMNSI- 20 6' HIGH WROUGHI FENCE W/i BRICK COLUMNS �r_ 17 L DESIGNM VT DRAWN DB Q.C. Gulf Coast Consulting, Inc. !,and, Development Consultino, 13825 ICOT BLVD., S[JrFE 605 Clearwater, Florida 33760 Phone: (727) 524-1818 Fax: (727) 5224-6090 RIE'A.; Pine Berry Senior Limited Partnership 2206 Jo-An Drive Sarasota FL 34231 THESE PLAN lAkY-N-07--Of COPIED OR MODIMP !�%.PU��TAST-CDNSqLTING, INC. PINE BERRY APARTMENTS 12AMD U HOR NOT'VAUD IZONTAL CONTROL PLAN ,BY A REQNLESS �IW SlWED EMBOSSED W cog 0,41NEER'1,,'�11:' MR*CA3iE OF "N'MO 0, WROUGHT CE W/ BRICK - 20 LF RM TIN LINK FENCE COATING (9 "'NG — PIE 0 15 30 60 111111111111it- SCALE: 1"=,30' LEGEND EXISTING BOUNDARY HANDICAPPED PARKING SPACE PROPOSED HANDICAP STRIPING PROPOSED PARKING SPACES COUNT INTERIOR PARKING LANDSCAPE AREA S'T0P SIGN LOCATION DETAIL NTS _0 TES: GARBAGE COLLECTION WILL BE BY DUMPSTER, DUMPSTER TO BE STORED IN ILDING AS SHOWN AND WHEELED TO PICK—UP LOCATION PER SOLID WASTE 'K—UP SCHEDULE. ALL LIGHTING WILL BE ORIENTED INWARDLY TOWARD THE MIDDLE OF THE SITE. LANDSCAPING IS PROTECTED FROM ALL PARKING SPACES. ALL HT11ITIES, WILL BE PLACED UNDER GROUND. 5. OUTSIDE HVAC EQUIPMENT AS SHOWN (CLUBHOUSE), REMAINDER OF HVAC CONTAINED WITHIN BUILDING. 2 10/14/09 REVISED PER CITY OF CLEARWATER COMMENTS 1 9/8/09 REVISED PER CITY OF CLEARWATER COMMENTS J011 N10, 09-014 F.B. & Pb. 5 =o6/29/og] 16 ISl > R 0 ti ;r �f m Q DESIGNM. VT DRAWN DB \ 4l r - 't+ • 4 PROPOSED TRUNCATED DOMES PER FOOT INDEX #304 Sri �._.�..... 32 LF DBL C PERFORATED UD - FILTRATION SYSTEM 6" FLOW --- IN PIPES 0 8' O,C, (TYP) 6" PVC CONNECT TO OCS �wi Li CD PROPOSED TRUNCATED DOMES PER FDOT INDEX #304 f TREATMENT POND " DOW 28.00 ___.... r: f0i i{�iv f DLW - 27,50 f,„ ti tr,�TI-- x BOT 2`5350 "r !�; Cf`; c..t€ °e I_.__, t{ _,.._._......... _....._ .......ir; ....,._ ............. i! ... _ t;, '�.' ,Cl •�. .rte) i 1 �.9 C- - II i tr, i I TOP OF CURB & BOTTOM ELEV, = �I L STORM PIPS: CHART From To ai Structure No. Structure No. Dl�Scr{ption ST--3 ST -4 135 LF - 24 "X 38" ERCP @ 0.41% ST-4 ST - -5 45 LF - 24"X 38" ERCP 0 0.44% ST -5 ST -6 238 LF - 24 "X 38" ERCP @ 0.40% ST -6 EX ---2 68 LF - 29 "X 45" ERCP @ 0,40% ST -13 ST -14 24 LF - 12" HDPE @ 0.83% ST-14 ST -15 85 LF - 18" RCP @ 0.247. ST -18 ST -14 118 LF _ 12" HDPE @ 0.25% OCS -1 ST--6 73 LF _ 14 "X 23" ERCP @ 0.27% CS-1 CS -1A 71 LF 14 "X 23" ERCP @ 0.00% Gulf: Coast Consulting, Inc. Land Development Consulting 13825 ICO•I' BI,VD., SUITE 605 Clearwater, Florida 33 760 Phone: (727)524 -.1818 Tax; (727) 5246000 STORM STRUCTURE CHART 5T -3 GRATE INLET TYPE C W/ J BOTTOM GE = 30.90 IE = 24.56 ST -4 .)IA .,STORM MH RIM = 32.75 IE = 24.02 ST -5 GRATE INLET TYPE __- C W/ J BOTTOM GE = 28,60 IE = 23.82 5T-�6 e�T�IiM RIM = 27.45 IE = 22.87 ST -13 YARD ORRIN GE - 28,30 IE = 26.90 VT ----- -- rt _ PROPOSED 5' SIDEWALK BARRY STREET----.,, ±> 4'x4' EROSION CONTROL ENERGY DISSIPATION SPLASH 60' RIGHT-0F :;--WAY PAD (SEE DETAIL SHEET '10) _. ST -14 GRATE INLET TYPE. C GEC= 32.25 IE= 26.70 (NE &W) IE = 28.30 (S) ST -15 18" FES IE = 26.50 W/ RIP -RAP 5T 1$ YARD DRAIN GE = 34.05 IE = 28.60 CS -1 CONTROL STRUCTURE IE = 24,00 (SEE DETAIL SHEET 11) CS -1A VAULT INLET CONNECT IE µ 24.00 OCS -1 OUTFALL CONTROL STRUCTURE IE = 24 -00 (SEE DETAIL SHEET 11) Pine ferry Senior Limited Partnership 2206 Jo -An Drive Sarasota FL 3.231 From Structure No. SS -1 SANITARY PIPE CHART To tructure No. SS--2 w Z u, U W y} �U w�iiMw c DWI w I1 w LLJ A 3 { r9'5� F!" HEED i z;,nf ll;`dG11 ._. Deseriitian 340 LF --- 8" PVC @ 1.53% SANITARY STRUCTURE CHART SS_1 SANITARY MANHOLE * SS--2 SANITARY DOGHOUSE RIM == 34.70 ANHOLE IE = 28.90 (W) RIM = 29.00 IE = 29.00 (E) IE = 23,58 (EX) IE = 23.68 (E) �{e SS - -'1 SEE NOTE 10. PINE BERRY APARTMENTS SITE DEVELOPMENT PLAN 0 10 20 40 SCALE: 1 "=20' FORE- NOTES: DATUM CONVERSION: 0.86' NGVD 29 = 0.00' NAVD 88 ROOF DRAIN NOTE: ALL ROOF DRAINS SHALL BE TIGHT LINED INTO STORM DRAIN SYSTEM. 1. PROJECT WILL ADHERE TO FFPC -2004 (FLORIDA FIRE PREVENTION CODE 2004) IN SUMMARY OF CODES AND THE CITY OF CLEARWATER SPECIFICATIONS. 2. ALL UNDERGROUND FIRE LINES MUST BE INSTALLED BY A CONTRACTOR WITH A CLASS 1,11, OR V LICENCE AND A SEPARATE PERMIT AND PLANS. 3, DRAINAGE INLET COVERS /GRATES MUST BE ABLE TO WITHSTAND THE WEIGHT OF A 80,000 L.B EMERGENCY VEHICLE (IN R/W & VEHICULAR USE AREAS). 4. PROVIDE AND MAINTAIN 14 FT VERTICAL CLEARANCE AT DRIVEWAYS & DRIVE AISLES TO BE TRAVERSED BY FIRE DEPARTMENT & EMERGENCY VEHICLES. 5. ALL FIRE LINE AFTER METERS AND DOUBLE DETECTOR CHECK ASSEMBLIES TO BE RESTRAINED, 6, BUILDING MUST MEET ORDINANCE NO. 7617 -06 FOR RADIO SYSTEMS REGULATIONS FOR BUILDINGS. K 7, UNDERGROUND FIRE LINES AND HYDRANTS MUST BE INSTALLED, TESTED AND IN SERVICE PRIOR TO CONSTRUCTION, 8, MAINTAIN AT LEAST 7.5 FT CLEARANCE FROM THE FRONT AND SIDES OF FIRE HYDRANTS. 9. MAINTAIN AT LEAST 4.0 FT CLEARANCE FROM THE REAR OF FIRE HYDRANTS, 10, MAINTAIN AT LEAST 7.5 FT CLEARANCE FROM ALL SIDES OF THE FIRE DEPARTMENT CONNECTION. NOTES: 1. ELEVATIONS ARE BASED ON CITY OF CLEARWATER BENCHMARKS D--07 HAVING AN ELEVATION OF 50,82 AND D--08 HAVING AND ELEVATION OF 25,81 NORTH AMERICAN VERTICAL DATUM 1988 (NAVD 88). 2, EXISTING WATERLINE SHOWN BASED ON ABOVE GROUND EVIDENCE. 3. THE SUBJECT PROPERTY APPEARS TO BE IN FLOOD ZONE AE & X, IN ACCORDANCE WITH F,I.R.M, MAP #12103C0109H, PINELLAS COUNTY, FLORIDA. MAP REVISED 5 -17-2005 4. PARKING SPACES ARE WITH WHEEL STOPS AS SHOWN, UNLESS OTHERWISE NOTED. 5. PROPOSED UNDERDRAIN FILTRATION SYSTEM SHALL BE CONSTRUCTED PER SPECIFICATIONS. 6. SEE SHEET 12 OF 16 FOR ADDITIONAL NOTES. 7. ALL SEWER WATER IMPACT FEES SHALL BE PAID PRIOR TO ISSUANCE OF BLDG PERMIT, 8. ALL. UTILITIES INCLUDING INDIVIDUAL DISTRIBUTION LINES SHALL BE INSTALLED UNDERGROUND. 9. SIDEWALKS SHALL BE REPLACED AS SHOWN SEE SHEET 3 FOR MORE INFORMATION. 10, ALL SANITARY SEWER MANHOLE COVERS ON PRIVATE PROPERTY SHALL NOT HAVE THE WORDS, "CITY OF CLEARWATER" CAST INTO THEM. 11. TREATMENT POND (WITH SODDED SIDE SLOPES) AND UNDERGROUND VAULT MUST BE EXCAVATED AND CONSTRUCTED PRIOR TO CONSTRUCTION OF STORM DRAINS. ON -SITE DRAINAGE MUST BE CHANNELED TO TREATMENT POND DURING CONSTRUCTION. SILT AND DEBRIS CAN NOT ENTER TREATMENT POND OR UNDERGROUND VAULT NOR CAN SILT AND DEBRIS LEAVE THE PROJECT SITE. LEGEND • .. EXISTING BOUNDARY II PROPOSED HARD GRADE ("COP ELEV = 3� y TOP OF CURB & BOTTOM ELEV, = �I L PAVEMENT OR EDGE OF PAVEMENT) - PROPOSED SOFT GRADE ai EXISTING HARD GRADE rj..,..- ...._...r_ :WI. -.; _.:....,..__,.._ EXISTING SANITARY PIPE &. MANHOLE ,,,..-------- _. ------- ._ EXISTING SOFT GRADE ED STORM INLET TYPE "D" ( STORM INLET TYPE "C" a YARD DRAIN ® MITERED END SECTION 15" PROPOSED STORM PIPE u C.J 1 18" PROPOSED STORM PIPE. --- • --- • - - --- POND TOB POND BOTTOM EXISTING STORM PIPE & MANHOLE PROPOSED FENCE 0 DAVID bq WU P `NOT VAtIO UNLESS SIGNED & E r By k MG� A t�}Lf COAST L '�;ti:. CERTIFICATE OF AUTHORIZATION No, 9771 o5a HARD SURFACE FLOW DIRECTION ,27% OVERLAND SURFACE FLOW DIRECTION --� SWALE FLOW DIRECTION ® SANITARY MANHOLE PROPOSED SANITARY SEWER & DIRECTION OF FLOW - PROPOSED WATER MAIN .....__ - -- EXISTING WATER MAIN rj..,..- ...._...r_ :WI. -.; _.:....,..__,.._ EXISTING SANITARY PIPE &. MANHOLE ,,,..-------- _. ------- ._ EXISTING OVERHEAD POWER LINE EXISTING GAS LINE t_ _y EXISTING POWER POLE Y r }= INTERIOR PARKING LANDSCAPE AREA TRUNCATED DOMES PER FDOT INDEX #304 1 10/14/09 REVISED PER CITY OF CLEARWATER COMMENTS NO, DAIT RMSIONS TREE LEGEND Q. = PALM TREE 6a = BOTTLE BRUSH TREE l = CEDAR = OAK TREE n; = OTHER SPECIES KA �Ix). 16 :�I•I'D 06 j29/09 CJY Oi' i a: LLI tu ra 1c0___ Lc .I j `3' i,l lf.. r C y u C.J 1 16 :�I•I'D 06 j29/09 CJY Oi'