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FLD2007-07025; DVA2007-00003r 3 LL _° Mater U Planning Department 100 South Myrtle Avenue Clearwater, Florida 33756 Telephone: 727 - 562 -4567 Fax: 727 - 562 -4865 ❑ SUBMIT ORIGINAL SIGNED AND NOTARIZED APPLICATION • SUBMIT 14 COPIES OF THE ORIGINAL APPLICATION - Plans and application are required to be collated, stapled, and folded into sets • SUBMIT FIRE PRELIMARY SITE PLAN: $200.00 ❑ SUBMIT APPLICATION FEE $ W CASE #: RECEIVED BY (staff initials): DATE RECEIVED: * NOTE: 15 TOTAL SETS OF INFORMATION REQUIRED (APPLICATIONS PLUS SITE PLAN SETS) ORIGINAL RECEIVED AUG 1 31007 PLANNING DEPARTMENT CITY OF CLEARWyATER FLEXIBLE DEVELOPMENT APPLICATION Comprehensive Infill Redevelopment Project (Revised 04/24/2007) PLEASE TYPE OR PRINT— A. APPLICANT, PROPERTY OWNER AND AGENT INFORMATION: (Code Section 4- 2O2.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: -VIAND e4D W H00 LA-C, 305 0 . T LN U VL f; % 91 Qq 6 0020 FAX NUMBER: 0 OZ. 727 50ef 1511 EMAIL: - i�,,glededc(o�WCA4t -C4t1K 105 N. 4vrt Nwri son , Gte&yVJQ -ew3 fl. 3?'-7 72'1446 0020 A 20q FAX NUMBER: -/2-7 ,t,�,L(, b 721 504 1�,(( EMAIL: tir�Y1`pyy101 B. PROPOSED DEVELOPMENT INFORMATION: (Code Section 4- 2O2.A) PROJECT NAME: ULANP VIPW I HA9 45O0 Jllrl &O PROJECT VALUATION: $ 52 STREET ADDRESS PARCEL NUMBER(S): PARCEL SIZE (acres): LEGAL DESCRIPTION: PROPOSED USE(S): DESCRIPTION OF REQUEST: Specifically identify the request (include number of units or square footage of non - residential use and all requested code deviations; e.g. reduction in required number of parking spaces, specific use, etc.) PARCEL SIZE (square feet): VK ksab4e C: \Documents and Settings \derek.ferguson\ Desktop \planningforms_0707 \Comprehensive Infill Project (FLD) 04- 24- 07.doc Page 1 of 8 DOES THIS APPLICATION INVOLVE THE TRANSFER OF DEVELOPMENT RIGHTS (TDR), A PREVIOUSLY APPROVED PLANNED UNI DEVELOPMENT, OR A PREVIOUSLY APPROVED (CERTIFIED) SITE PLAN? YES _ NO A (if yes, attach a copy of the applicable documents) C. PROOF OF OWNERSHIP: (Code Section 4- 202.A.5) lee Aftcklleo( ❑ SUBMIT A COPY OF THE TITLE INSURANCE POLICY, DEED TO THE PROPERTY OR SIGN AFFIDAVIT ATTESTING OWNERSHIP (see page 7) D. ❑ 1. WRITTEN SUBMITTAL REQUIREMENTS: (Code Section 3- 913.A) G A f I'c'3 med - Provide complete responses to the six (6) GENERAL APPLICABILITY CRITERIA — Explain how each criteria is achieved, in detail: The proposed development of the land will be in harmony with the scale, bulk, coverage, density and character of adjacent properties in which it is located. 2. The proposed development will not hinder or discourage the appropriate development and use of adjacent land and buildings or significantly impair the value thereof. 3. The proposed development will not adversely affect the health or safety of persons residing or working in the neighborhood of the proposed use. 4. The proposed development is designed to minimize traffic congestion. 5. The proposed development is consistent with the community character of the immediate vicinity of the parcel proposed for development. 6. The design of the proposed development minimizes adverse effects, including visual, acoustic and olfactory and hours of operation impacts, on adjacent properties. ORI(`IMAJ RECEIVED AUG 13 -2807 PLANNING DEPMIMENT coy +I crc C: \Documents and Settings \derek.ferguson\ Desktop\ planningforms _0707\Comprehensive Infill Project (FLD) 04- 24- 07.doc Page 2 of 8 WRITTEN SUBMITTAL REQUIREMENTS: (Comprehensive Infill Redevelopment Project Criteria)5eg After J„v ❑ 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. 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 3. The development or redevelopment will not impede the normal and orderly development and improvement of surrounding properties. ORIGINAL REeENED 4. Adjoining properties will not suffer substantial detriment as a result of the proposed development. AUG 13 2007 - PLANNING D PAI?Tmr rr CITY OF CLEARWATER 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. 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. C: \Documents and Settings \derek.ferguson\ Desktop\ planningforms _0707\Comprehensive Infill Project (FLD) 04- 24- 07.doc Page 3 of 8 E. STORMWATER PLAN SUBMITTAL REQUIREMENTS: (City of Clearwater Storm Drainage Design Criteria. Manual and 4- 202.A.21) t5i , A ftc4m ❑ A STORMWATER NARRATIVE MUST BE SUBMITTED WITH ALL APPLICATIONS. All applications that involve addition or modification of impervious surface, including buildings, must include a stormwater plan that demonstrates compliance with the City of Clearwater Storm Drainage Design Criteria manual. A reduction in impervious surface area does not qualify as an exemption to this requirement. ❑ If a plan is not required, the narrative shall provide an explanation as to why the site is exempt ❑ At a minimum, the STORMWATER PLAN shall include the following; ❑ Existing topography extending 50 feet beyond all property lines; ❑ Proposed grading including finished floor elevations of all structures; ❑ All adjacent streets and municipal storm systems; ❑ Proposed stormwater detention /retention area including top of bank, toe of slope and outlet control structure; ❑ A narrative describing the proposed stormwater control plan including all calculations and data necessary to demonstrate compliance with the City manual. ❑ Proposed stormwater detention /retention area including top of bank, toe of slope and outlet control structure; ❑ Signature and seal of Florida Registered Professional Engineer on all plans and calculations. ❑ COPY OF PERMIT INQUIRY LETTER OR SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT (SWFWMD) PERMIT SUBMITTAL (SWFWMD approval is required prior to issuance of City Building Permit), if applicable ❑ ACKNOWLEDGEMENT OF STORMWATER PLAN REQUIREMENTS (Applicant must initial one of the following): i< 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) 'Gee ❑ SIGNED AND SEALED SURVEY (including legal description of property) — One original and 14 copies; ❑ TREE SURVEY (including existing trees on site and within 25' of the adjacent site, by species, size (DBH 4" or greater), and location, including drip lines and indicating trees to be removed) — please design around the existing trees; ❑ TREE INVENTORY; prepared by a "certified arbodst ", 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; ORIGINAL AUG 13 2007 PLANNING DEPARTMENT CITY OF CLEARWATER C: \Documents and Settings \derek.ferguson\ Desktop\ planningforms- 0707\Comprehensive Infill Project (FLD) 04- 24- 07.doc Page 4 of 8 G. SITE PLAN SUBMITTAL REQUIREMENTS: (Section 4- 202.A) W 0 i See Aff ached 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; and Location of all existing and proposed sidewalks. SITE DATA TABLE for existing, required, and proposed development, in written /tabular form: EXISTING REQUIRED PROPOSED Land area in square feet and acres; Number of EXISTING dwelling units; Number of PROPOSED dwelling units; _ Gross floor area devoted to each use; Parking spaces: total number, presented in tabular form with the number of required spaces; Total paved area, including all paved parking spaces & driveways, expressed in square feet & percentage of the paved vehicular area; Official records book and page numbers of all existing utility easement; Building and structure heights; Impermeable surface ratio (I.S.R.); and Floor area ratio (F.A.R.) for all nonresidential uses. REDUCED COLOR SITE PLAN to scale (8 %2 X 11); FOR DEVELOPMENTS OVER ONE ACRE, provide the following additional information on site plan: One -foot contours or spot elevations on site; Offsite elevations if required to evaluate the proposed stormwater management for the parcel; All open space areas; Location of all earth or water retaining walls and earth berms; Lot lines and building lines (dimensioned); _ Streets and drives (dimensioned); Building and structural setbacks (dimensioned); Structural overhangs; ORIGINAL RECENED AUG 13 2001 PLANNING DEPARTMENT CITY OF CLEARWATER C: \Documents and Seftings \derek.ferguson\ Desktop\ planningforms _0707\Comprehensive Infill Project (FLD) 04- 24- 07.doc Page 5 of 8 H. LANDSCAPING PLAN SUBMITTAL REQUIREMENTS: (Section 4- 1102.A) ❑ LANDSCAPE PLAN with the following information (not to exceed 24" x 36 "): p, All existing and proposed structures; Seems'• — Names of abutting streets; Drainage and retention areas including swales, side slopes and bottom elevations; Delineation and dimensions of all required perimeter landscape buffers; Sight visibility triangles; Delineation and dimensions of all parking areas including landscaping islands and curbing; Existing trees on -site and immediately adjacent to the site, by species, size and locations, including driplines (as indicated on required tree survey); Location, size, and quantities of all existing and proposed landscape materials, indicated by a key relating to the plant _ schedule; Plant schedule with a key (symbol or label) indicating the size, description, specifications, quantities, and spacing requirements of all _ existing and proposed landscape materials, including botanical and common names; Typical planting details for trees, palms, shrubs and ground cover plants including instructions, soil mixes, backfilling, mulching and protective measures; Interior landscaping areas hatched and /or shaded and labeled and interior landscape coverage, expressing in both square feet and percentage covered; _ Conditions of a previous development approval (e.g. conditions imposed by the Community Development Board); Irrigation notes. ❑ REDUCED COLOR LANDSCAPE PLAN to scale (8!/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) ❑ BUILDING ELEVATION DRAWINGS —with the following information; All sides of all buildings; Dimensioned; Colors (provide one full sized set of colored elevations); Materials; Sight visibility triangles; ❑ 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). ORIGINAL ❑ Reduced si na a proposal 8 %: X 11 RECEIVED g g p p ( ) (color), if submitting Comprehensive Sign Program application. PLANNING DEPARTMENT CITY OF CLEARWyATER C: \Documents and Settings \derek.ferguson\ Desktop\ planningforms_07OnComprehensive Infill Project (FLD) 04- 24- 07.doc Page 6 of 8 K. TRAFFIC IMPACT STUDY: (Section 4- 202.A.13 and 4- 801.C) ;-U` ❑ Include if required by the Traffic Operations Manager or his /her designee or if the proposed development: ■ Will degrade the acceptable level of service for any roadway as adopted in the Comprehensive Plan. Will generate 100 or more new vehicle directional trips per hour and /or 1000 or more new vehicle trips per day. Will affect a nearby roadway segment and /or intersection with five (5) reportable accidents within the prior twelve (12) month period or that is on the City's annual list of most hazardous intersections. Trip generation shall be based on the most recent edition of the Institute of Transportation Engineer's (ITE) Trip General Manual. The Traffic Impact Study must be prepared in accordance with a " Scoping Meeting" held with the Traffic Operations Manager and the Planning Department's Development Review Manager or their designee (727 - 562 -4750) Refer to Section 4 -801 C of the Community Development Code for exceptions to this requirement. ❑ Acknowledgement of traffic impact study requirements (Applicant must initial one of the following): Traffic Impact Study is included. The study must include a summary table of pre- and post - development levels of service for all roadway legs and each turning movement at all intersections identified in the Scoping Meeting. Traffic Impact Study is not required. AUTION — 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: RM 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. ❑ knowledgement 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 knowledge and authorize City representatives to visit and photograph the proWrty describ�n this application. STATE OF FLORIDA, COUNTY OF PINELLAS Swo n to and subscribed before me this 2 q4 -day of �.�� -c A.D. 20 a'i Ord /or by R- who i pers Wally known has produced as identification. property owYfer or/t!e)bresentative Notary pub`ti,3, �) �� ff My c7jy r ;,e MY COMMISSION k DD620014 EXPIRES: No December 0 Assoc. C i x�,x�.3.N0TARy FL Notary Discount Assoc. Co. CADocuments and Settings\derek.ferguson\Local Settings \Temporary Internet Files L r ibf` faYaa?6�Ji',id�r11S?Ifj� Page 6 of 7 J1 !L 02 2007 PLANNIN >1R7,W EN CITY OF CLEARWATER N. AFFIDAVIT TO AUTHORIZE AGENT: 1. Provide names of all property owners on deed - PRINT full names: .. . .............. .- .... ...... ...__ tt . 2. That (I am /we are) the owner(s) and record title holder(s) of the following described property (address or general location): 30`1 , 3o'!S , 31?- , 3\�. yo °, �kovt, 303 309 V-3. �oo t0 w- 3. That this property constitutes the property for which a request for a: (describe request) Pte- 4. That the undersigned (has /have) appointed and (does /do) appoint: 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 phobgraph thepfoperty described in this application; 7. That (1 /we), the that the foregoing is true and correct. STATE OF FLORIDA, COUNTY OF PINELLAS Property Owner Property Owner Before me the undersigned, an officer duly commissioned by the laws of the State of Florida, on this - day of personally appeared who having been first duly swom Deposes and says that he /she fully understands the contents of the affidavit that he /she signed. LYNDA CAVANAGH MY COMMISSION # DD620014 ..��, EXPIRES: Decerr*c 05.2010 i• )-NOTARY Fl. Notary Discount Assw.Co. Notary Public Signature Notary Seal /Stamp My Commission Expires: 1;2A5 , t" ORICTI RECRI jj.Jj,. 02 2007 9 r9 9 P rY P i ) l�rd��IV w'-, w *t�'�,V Np' CADocuments and Settin s\derek.fe uson\Local Settin s \Tern ora Internet Files \01 -089 \Flexible Standard Development FLS 20 6. 'p�p� IC Page 7 of 7 CVTy OF CLt t; 0 § M i" '' earwater l 511S'-��111'im'-"'�� s - .oz0 %^ -W 7410i Planning Department 100 South Myrtle Avenue Clearwater, Florida 33756 Telephone: 727-562-4567 Fax: 727-562-4865 ❑ SUBMIT ORIGINAL SIGNED AND NOTARIZED APPLICATION ❑ SUBMIT 14 COPIES OF THE ORIGINAL APPLICATION - Plans and application are required to be collated, stapled, and fol ded into sets ❑ SUBMIT APPLICATION FEE$ CASE if RECEIVED BY (staff initials): DATE RECEIVED: * NOTE: ATOTAL OF 15 SETS OF THIS APPLICATION AND ALL SUPPORTING DOCUMENTATION IS REQUIRED TO BE SUBMITTED IN CONJUNCTION WITH ACOMPLETE LEVEL TWO FLEXIBLE DEVELOPMENT APPLICATION. PUBLIC AMENITIES INCENTIVE POOL USE APPLICATION (Revised 03/27/2006) — PLEASE TYPE OR PRINT— A. APPLICANT, PROPERTY OWNER AND AGENT INFORMATION: (Code Section 4- 202.A) APPLICANT NAME: Triangle Old Bay Holdings, LLC Ben Kugler MAILINGADDRESS: 305 N. Ft. Harrison. Clearwater, FIL 33755 PHON E N U M BER: 727 -446 -0020 FAX N U M BER: 727- 446 -0002 PROPERTY OW NER(S): Triangle Old Bay Holdings, LLC, Church of Scientology, Flag Service List ALL owners on the deed AGENT NAME: Thomas Coates �t �At� €�. MAILINGADDRESS: 305 N. Ft. Harrison, Clearwater, FL 33755 ` r- IT1t'�� PH ON E N U M BER: 727- 446 -0020 FAX N U M BER: 727- 446 -0002 CELLNUMBER: 727- 504 -7311 E- MAILADDRESS: thomas@triangledevelopment.com B. PROPOSED DEVELOPMENT INFORMATION: (Code Section 4-202.A) PROJECT NAME: Island View / Harrison Village PROJECT VALUATION: $ 152m STREET ADDRESS: 302, 304,308,312,314,400,404,303,309 N. Osceola, 400,410 Jones, 410 N. Ft. Harrison PARCEL NUMBER(S): see attached A PARCEL SIZE (acres): 5.18 acres (4.98 useable) PARCEL SIZE (square feet): 225,644 sf (216,863 useable) LEGAL DESCRI PTION: see attached 139 HOW MANY DWELLING•UNITS ARE PROPOSED TO BE USED FROM THE PUBLIC AMENITIES INCENTIVE POOL? 0 HOW MUCH SQUARE FOOTAGE IS PROPOSED TO BE USED FROM THE PUBLIC AMENITIES INCENTIVE POOL? 180-151811d View IS THERE A HEIGHT INCREASE REQUESTED? YES X NO IF YES, HEIGHT REQUESTED: 50' Harrison Village C:IDomnents and SettkWIderek.f wgusonOwktcpinewplann*igfieslPubk Amendies Incentive Pool Use Apolcatlm 2006.doc Page 1 c'2 PROVIDE A COMPLETE DESCRIPTION OF THE AMENITIES PROPOSED TO BE PROVIDED (attach dtawnngs, photographs, etc. as applicable): C. SIGNATURE: I, the undersigned, acknowledge that all representations made in this application are true and accurate to the best of my Imowiedge and author a City representatives to visit and photograph the propeWdescribed n this application. . or reorese m au \e STATE OF FLORIDA, COUNTY OF PINELLAS Swan o and subscribed before me this !4A day of A.D. 20 or by A"E.. It. -ILWL- wh 'sp sdnally Mown has produc ed as identificati on. Notarypubl' , Mycommission e)ires: LYNDA CAVANAGH MY COMMISSION # DD620014 �!' EXPIRES: Drx mj- 05.2010 :> aP FI. Notary Discount Assoc. Co. 140. NOTARY ORIG M RT+r wnw JUL 0 2 2007 PMNW 0EfA WWENT Cliff OF CLEU MER C.' Oocuments and Settingslderek. lergusonlDesktopinewplannmgf #eslPubk Amen>ries Incentive Pool Use Appication 2006.doc Page 2of2 ORIGINAL R50"6 xD JUL 0 2 2001 FMNiNk'71 WSW MENT CITY OF CLEW c1NATER PUBLIC AMENITIES INCENTIVE POOL APPLICATION NEW COMMERCIAL AND MULTI -STORY RESIDENTIAL CONDO DEVELOPMENT AT 302, 304, 308, 312, 314, 400, 404 AND 303, 309 N. OSCEOLA AVENUE; 400, 410 ]ONES STREET AND 410 N. FORT HARRISON, DOWNTOWN CLEARWATER Submission for DRC, July 2, 2007 Provide a complete description of the proposed amenity to be provided. Summary Please see the attached Narrative (Flexible Development Application) for a complete description of the project. Included here are the specific descriptions of the request from the Public Amenities Incentive Pool, and the amenities to be. provided. History This project, in slightly differing form, has been approved by the CDB three times before, in July and December 2005, and November 2006. Briefly, the last approval was for 4.98 acres and 358 units with 139 being granted from the Density Pool, and 13,235 sf of commercial space. This was alternatively expressed as 109 units from the Residential Density Pool and 13,235 sf from the Commercial Density Pool. Density Pool (Public Incentives Amenities Pool) Application is being made for an increase in unit density due to the provision of a City - mandated commercial component along Fort Harrison. This has incurred a significant hardship for the developer which necessitates an increased number of residential units needed in order to make the project viable. Application is being made to draw units from the Clearwater Downtown Density Pool. Calculation The lots comprising the site are contiguous and total approximately 5.18 acres. The allowable density on sites over two acres in this area is 50 units /acre. Portion of the site (0.1995 acres) is designated as an environmental area where only 1 dwelling unit is allowed per acre. The balance available for development is therefore 4.98 acres. The total office /retail component is 13,235 sf. The FAR (0.5) for the office /retail component equates to 26,470 sf. Total site (4.98 acres, or 216,863 sf) less 26,470 sf = 189,763 sf or 4.36 acres. At 50 units /acre, this allows for 219 units. The total number of units planned is 358 or a pull from the Density Pool of 139 units. This can be alternatively expressed as 109 units from the Residential Density Pool and 13,235 sf from the Commercial Density Pool. In the December - approved request, for a similar size development on this site, 141 units were allowed to be pulled from the Density Pool. This is 2 units less. It is proposed that these units be granted from the Density Pool, with a concomitant increase in height from a limit of 40' to 50' across the Harrison Village site. This height increase was previously approved in the last proposal. East of Osceola Avenue, allowed height in this location is 150'. Per the Clearwater Development Code, an additional 20% can be TRIANGLE DEVELOPMENT COMPANY, LLC 305 NORTH FORT HARRISON AVENUE, CLEARWATER, FL 33755 TEL: 727 446 0020 FAX: 727 446 0002 EMAIL: INFOC@TRIANGLEOEVELOPMENT.COM 1 OF 1 1 ORIGIML REGI'D JUL 0 2 2007 PLAN NIN %; OFFAWMENT CITY QE CLEtMATER granted in exchange for a significant Public Amenity contribution. This contribution is detailed in this Public Amenities Incentive Pool Application. Thus the total height may not exceed 180'(150' + 30) above the mean elevation of the site (21' -6'�. The Towers as shown on this Application have their flat roof height beneath this level, as may be seen from the elevation drawings. Also per the Code, parapets of and mechanical enclosures (which conceal the unsightly air - conditioning equipment) are allowed to extend slightly above this height. We investigated the Harrison Village and Island View sites before demolition began. We found on the site at least 52 separate dwelling units. They were identified by on -site visual inspection, consultation with the property manager and counting mailboxes. We also noted 7,933 sf office, and 14,120 sf retail componants. The office and retail area was calculated from records at the Pinellas Property Appraisers Offices, and a visual inspection of the site. The increased density meets the intent of the Downtown Redevelopment Plan. Contributions to City In exchange for this allowance from the Density Pool, the developer proposes extensive provision of Streetscaping to meet City standards, which includes fountains, clocktowers, a public plaza (the Cross -Block Park.) Excess parking has also been provided, and the length of Osceola Avenue between Jones and Georgia has been relocated and extensively upgraded. Major Contributions to Streetscape. The special sidewalk finishes, fences, bollards, benches, trash receptacles, bicycle racks, upgraded street lighting and more around the site will be brought up to the high standards of the Clearwater Streetscape, with lush landscaping including Medjool palms and live oaks. At the Fort Harrison corners of Jones and Georgia, attractive clocktowers will be built to landmark the site along the Fort Harrison corridor, which forms the entrance and gateway to Downtown Clearwater. There will also be well- designed public fountains, located on Fort Harrison and Osceola. These will most likely be individually designed and fabricated in cast glass by a nationally known local artist. Thes will be submitted seperatley to form the basis of the PUBLIC ART PROVISION requirements of the City of Clearwater. By the end of construction some excess parking places will have been provided above requirements. Cross Block Park Part of the design for Harrison Village is a break in the middle of the Harrison Village block. This will be landscaped and hardscaped to meet or exceed the City standards. This will provide a significant public amenity, breaking up the long block and providing place for, for example, outdoor cafes, and an upgraded urban experience. Osceola Avenue Rebuilt While it cannot be directly counted as a contribution to Streetscape, the Developer would like taken into consideration the Provision of a new road to replace the existing substandard Osceola Avenue. This entails extensive rerouting and upgrading of services and extensive infrastructure upgrades, in addition to the reconstruction of the road to City specifications. New curb and curb cuts will also be made as needed. TRIANGLE DEVELOPMENT COMPANY, LLC 305 NORTH FORT HARRISON AVENUE, CLEARWATER, FL 33755 TEL: 727 446 0020 FAX: 727 446 0002 EMAIL: INFOC@TRIANGLEDEVELOPMENT.COM 2 of 1 I ORIGINAL ItECE No JUL 02 2007 PLANNiN DF! .WNENT CITY OF °-,LEkkVVATER Total Value The total value of the complete Streetscape package for the July 2005 proposal approached $2 million, where 119 units were requested, in this version where 139 units are requested, the Streetscape contribution alone is over $3 million, without counting the cost of the Cross -Block Park (a conservative estimate is $338,000). The Applicant's contribution to the Density Pool thus far significantly exceeds any previously approved contribution. PROPOSAL OF AMENITIES to be provided in exchange for extra units from Density Pool Contributions to Streetscape These items are noted below for an indication of the quality of the Streetscaping that is envisaged. Please see Streetscape drawings for further data. Specifications are taken from City of Clearwater Master Streetscape and Wayfinding Plan; dated January 27, 2003, and as updated with prices obtained by the City for the Cleveland Street streetscape, March 15, 2006. We acknowledge these are subject to change. For purposes of clarity, we used the 'Commercial A' and 'B' Streetscaping standards as our baseline. It was felt that the `Downtown Corridor' grade of streetscaping was inapplicable in that it called for extensive provision of medians, crosswalks and work in the Right -of -Way, beyond the curb line. We will be providing extensive streetscaping in the areas behind the curb line and they will generally, provide a level above that of Commercial A and B and equivalent to the Downtown Corridor standards. There will be newspaper racks, bollards, and signage (indicating that this site is in the Old Bay neighborhood) and other items called for in the Downtown corridor standards but not in the Commercial A and B. While it cannot be directly counted as a contribution to Streetscape, the Developer would like taken into consideration the provision of a new road to replace the existing substandard Osceola Avenue. This entails extensive rerouting and upgrading of services in addition to the reconstruction of the road to City specifications between Jones and Georgia. New curb and curb cuts will also be made as needed. The contributions would comprise, generally Pavers and sidewalk to match Streetscape specification on each street as noted below Street lights Quality Hill, Hancock post or equal Bollards Hancock by Spring City or equal Signage To conform to City of Clearwater Wayfinding plan Benches Scarborough with center arm by Landscape Forms or equal Trash Cans Scarborough by Landscape Forms or equal Bicycle racks Gramercy by Madrax or as required Newspaper racks Spencer or equal Landscape fences on ground level planters Steel Bar by A & T Ironworks or equal Planting Medjool Palms, Crape Myrtle, and as required The palms on Fort Harrison would be planted not along the right -of —way but instead between the site boundary and the building, as the sidewalk is not very wide on this block and there is more space towards the buildings, which have been expressly set back to accommodate lush landscaping. Along Fort Harrison COMMERCIAL A Equivalent Streetscape will match that proposed in City document with regard to all items behind (and including) curb on the west side of Fort Harrison. We will not differentiate between the treatment given to the area between the building and the TRIANGLE DEVELOPMENT COMPANY, LLC 305 NORTH FORT HARRISON AVENUE, CLEARWATER, FL 33755 TEL: 727 446 0020 FAX: 727 446 0002 EMAIL: INFO(0)TRIANGLEDEVELOPMENT.COM 3 OF 1 1 ORICHAIL REC111 D Y L 0 2 2007 P LAN NIN" 33 0 N1ENT CITY OF CL&e WAYER site boundary and the area from the site boundary to the curb. The east side of Fort Harrison will be streetscaped to Commercial B standards as part of this proposal. Along Jones COMMERCIAL A Equivalent Same as for Fort Harrison, except trees at greater spacing, to suit layout of buildings. Palms would be used on the Fort Harrison end of Jones, changing to oaks at the Osceola end, to ease the transition into the oaks on Osceola. Pavers, benches, and streetlights to suit. Along re- aligned Osceola COMMERCIAL B Equivalent Palms at corners and trees elsewhere to match existing live oaks. Paving as above but much less of benches, signage etc. Along Georgia COMMERCIAL B Equivalent Palms would be used on the Fort Harrison end, changing to oaks at the Osceola end, to ease the transition into the oaks on Osceola. Paving as above but much less of benches; signage etc. If Fort Harrison is 100 %, and Jones 80 %, this street is 80% at the retail, 60% at the residential sections. The southern side of Georgia below Osceola will be provided with a sidewalk to the vehicular entrance to the Island View parking. Included is the enhancement of the area between the end of Georgia Street and the water, as noted below. The north side of Georgia will be streetscaped to Commercial B standards as part of this proposal. Cross Walks Two pedestrian crosswalks cross the re- aligned Osceola from Harrison Village to Island View. The intersections of Fort Harrison with Jones and Georgia will be upgraded to meet Streetscape standards with _pavers similar to the Downtown Corridor. Medians None. Parking As noted, the applicant proposes to make provisions for about 25 on- street parking places along the west side of Fort Harrison and on both sides of the newly re- aligned and widened Osceola, both between Jones and Georgia. Shoppers and guests can be dropped off at the site at the designated laybys, which can be seen on the Streetscape plans. Deliveries can also be made at these laybys. Additional parking places will be provided in the Harrison Village garage. Clock towers Two individually designed clock towers anchor the north and south corners of the site, on Fort Harrison, and are an integral part of the design. They will each have purpose -made clocks on the street faces and are in fact signature features of the development. PUBLIC ART Fountains Purpose -made fountains will be located on Fort Harrison at the cross -block park, and another two at either end of the block, as well as on Osceola, specifically at the NE corner of the Island View site. All will be accessible to the public. They will all be site - specific, individually tailored to their locations. At present we anticipate using glass sculptures as an integral part of the fountains, purpose -made by a nationally known local glass sculptor. Cross Block Park TRIAN133LE DEVELOPMENT COMPANY, LLC 30.5 NORTH FORT HARRISON AVENUE, CLEARWATER, FL 33755 TEL: 727 446 0020 FAX: 727 446 0002 EMAIL: INFO(@TRIANGLEDEVELOPMENT.COM 4 OF 1 1 -K' ORRIWNWIi REND "102 2001 CITYOFII.E ER As the Cross -block Park on Harrison Village will be landscaped and hardscaped to meet or exceed the City standards, the following value has been put on this contribution. Value of land is about $40 /sf, based on recently completed sales in the area. The area of the Park is about 50 x 80', or 4,000 sf. Total cost of the land only is therefore $40 /sf x 4,000 = $160,000. Maintenance of items in Right -of -Way To be agreed. FDOT Permit Preliminary meetings have been held with Florida Department of Transportation (FDOT) and their approval, which is essentially simply for closure of several curb cuts, be required only prior to issuance of Building Permits. We anticipate that the transfer of Alt 19 back to the City will occur before the Harrison Village construction period. Any work done within the Right -of -Way on Fort Harrison would be done after it has been transferred back to the City, making FDOT approval superfluous. Georgia Street to the Waterway In addition to the material described above, the Applicant proposes to add additional and upgraded Streetscape, landscape and hardscape to the south side of Georgia between the relocated Osceola and the Island View garage entrance. This would be installed to City specifications on the right -of —way. Georgia Street will be extended from where it presently ends down the hill to the new entrance to the Island View parking garage. Trees growing in the Right -of -Way will be removed and replaced with more appropriate foliage at the south side of the road. The view - corridor to the water will be restored, and the green area considerably upgraded TRIANC3LE DEVELOPMENT COMPANY, LLC 305 NORTH FORT HARRISON AVENUE, CLEARWATER, FL 33755 TEL: 727 446 0020 FAX: 727 446 0002 EMAIL: INFO(0)TRIANGLEDEVELOPMENT.COM 5 OF 1 1 }3t- Quantities Associated with Streetscape in Present Proposal ORIGINAL R('AD 022007 pLANNIN^ OPP. 10ENT C!Ty OF CLVVIATER The fol lowing estimated quantities and estimated costs are associated with the increased scope of work for Site Amenities for the present Application. OSCEOLA AVENUE Public /Private Walk W /Paver Banding 3790 sf Item $45,480 ROW Material Quantity Unit Cost Total Cost Pedestrian Lights 12 ea $4,800 $57,600 Bench 8 ea $2,000 $16,000 Bollards 3 ea $2,000 $6,000 Curb & Gutter 6" 1340 If $27 $36,180 Street Paving 21800 sf $5 $109,000 Walk w /Paver Banding 6070 sy $12 $72,840 H'cap Ramps 15 ea $1,500 $22,500 Trash Receptacle 8 .ea $1,700 $13,600 Underground Site Utilities 1 ea $340,000 $340,000 Demolition 1 ea $25,000 $25,000 Directional Signage, Striping 1 ea $2,000 $2,000 General Conditions, 0 & P 10% $700,720 $70,072 Architectural /Engineering Fees 4% $700,720 $28,029 Subtotal $798,821 Public /Private Walk W /Paver Banding 3790 sf $12 $45,480 Unit Pavers 9000 sf $12 $108,000 Fountains 2 ea $25,000 $50,000 Live Oaks 16 ea $2,600 $41,600 Medjool Palms 11 ea $7,000 $77,000 Planting Areas 17550 sf $5 $87,750 Irrigation 4 ea $5,000 $20,000 Fence 300 If $60 $18,000 Bench 2 ea $2,000 $4,000 Bike Rack 2 ea $700 $1,400 Trash Receptacle 2 ea $1,700 $3,400 General Conditions O. & P. 10% $456,630 $45,663 Architectural /Engineering Fees 4% $456,630 $18,265 Subtotal $520,558 Total $1,319,379 ]ONES STREET ROW Curb & Gutter 6" 125 If $27 $3,375 Street Paving 1600 sf $5 $8,000 TRIANGLE DEVELOPMENT COMPANY, LLC 305 NORTH FORT HARRISON AVENUE, CLEARWATER, FL 33755 TEL: 727 446 0020 FAx: 727 446 0002 EMAIL: INFO(@TRIANGLEDEVELOPMENT.COM 6 of 1 1 1.1 a. ig }i i T MORAL REMIND YUL 02 2001 ?jANNjN OFFAWki ENT Cffy OF Ct &&WATER Walk w /Paver Banding 550 sf $12 $6,600 Bollards 3 ea $2,000 $6,000 H'cap Ramps 3 ea $1,500 $4,500 Demolition 1 ea $15,000 $15,000 Directional Signage, Striping 1 ea $1,000 $1,000 General Conditions 0. & P. 10% $44,475 $4,448 Architectural /Engineering Fees 4% $44,475 $1,779 $1,000 $1,000 Subtotal $50,702 Public /Private Walk w /Paver Banding 3250 sf $12 $39,000 Live Oaks 2 ea $2,600 $5,200 Planter /Landscape 3250 sf $5 $16,250 Irrigation 1 ea $5,000 $5,000 General Conditions 0. & P. 10% $65,450 $6,545 Architectural /Engineering Fees 4% $65,450 $2,618 $25,000 Directional Signage, Striping Subtotal $74,613 Total $125,315 GEORGIA STREET ROW Pedestrian Lights 6 ea $4,800 $28,800 Curb & Gutter 6" 1470 If $27 $39,690 Walk w /Paver Banding 1300 sf $12 $15,600 Street Paving 11200 sf $5 $56,000 Demolition, and Grading 1 ea $25,000 $25,000 Directional Signage, Striping 1 ea $1,000 $1,000 Bollards 6 ea $2,000 $12,000 Trash Receptacles 4 ea $1,700 $6,800 H'cap Ramps 2 ea $1,500 $3,000 General Conditions 0. & P. 10% $187,890 $18,789 Architectural /Engineering Fees 4% $187,890 $7,516 Subtotal $214,195 Public /Private Walk w /Paver Banding 3250 sf $12 $39,000 Medjool Palms 2 ea $7,000 $14,000 Live Oaks 11 ea $2,600 $28,600 Planting Areas 2800 sf $5 $14,000 Irrigation 1 ea $5,000 $5,000 Bench 2 ea $2,000 $4,000 Trash Receptacles 2 ea $1,700 $3,400 General Conditions 0. & P. 10% $108,000 $10,800 Architectural /Engineering Fees 4% $108,000 $4,320 Subtotal $123,120 Total $337,315 TRIANGLE DEVELOPMENT COMPANY, LLC 305 NORTH FORT HARRISON AVENUE, CLEARWATER, FL 33755 TEL: 727 446 0020 FAX: 727 446 0002 EMAIL: INFOC@TRIANGLEDEVELOPMENT.COM 7 OF 1 1 FORT HARRISON AVENUE ORIGIN RE-i.10 V), 0 2 2007 PLANNiNk':'1 0FWNIENT CITE' OF CLEtAWATER ROW Pedestrian Lights 20 ea $4,800 $96,000 Bench 4 ea $2,000 $8,000 Curb & Gutter 6" 1184 If $27 $31,968 Walk w /Paver Banding 5840 sf $12 $70,080 Street Paving 12400 sf $5 $62,000 Bollards 6 ea $2,000 $12,000 Fountain w /Artwork 1 ea $50,000 $50,000 Trash Receptacles 4 ea $1,700 $6,800 H'cap Ramps 2 ea $1,500 $3,000 Demolition 1 ea $45,000 $45,000 Directional Signage, Striping 1 ea $1,500 $1,500 General Conditions O. & P. 10% . $386,348 $38,635 Architectural /Engineering Fees 4% $386,348 $15,454 Subtotal $440,437 Public /Private Walk w /Pavers 12795 sf $12 $153,540 Fountain w /Artwork 1 ea $150,000 $150,000 Medjool Palm 12 ea $7,000 $84,000 Planting Areas 720 sf $5 $3,600 Irrigation 2 ea $5,000 $10,000 Clock 2 ea $50,000 $100,000 Bench 2 ea $2,000 $4,000 Bike Rack 2 ea $700 $1,400 Trash Receptacle 2 ea $1,700 $3,400 General Conditions O. & P. 10% $509,940 $50,994 Architectural /Engineering Fees 4% $509,940 $20,398 Subtotal $581,332 Total $1,021,768 SITE AMENITIES TOTALS Osceola Avenue ROW $798,821 Public/ Private $520,558 Jones Street ROW $50,702 Public / Private $74,613 Georgia Street ROW $214,195 Public / Private $123,120 TRIANGLE DEVELOPMENT COMPANY, LLC 305 NORTH FORT HARRISON AVENUE, CLEARWATER, FL 33755 TEL: 727 446, 0020 FAX: 727 446 0002 EMAIL: I NFOCa)TRIANG LEO EVELOPMENT. COM B OF 1 1 0RI INAL RECIT D JUIL 4 2 2007 p"NiNC DI:!� N1FNT CITY OF CLI=AWATER Fort Harrison Avenue ROW $440,437 Public/ Private $1,021,768 Sub - Totals ROW $1,504,154 Public/ Private $1,740,060 Tota 1 $3,244,213 Thus it can be seen that the total cost of the Streetscape Amenities provided totals over $3 million. Aditionally, the value of the land (only) of the Cross -Block Park is about $160k. And there is the intangible but significant benefit of the additional parking spots, in place to serve future development in the area. All this does not include the significant public benefit of the realigned and rebuilt Osceola Avenue. TRIANGLE DEVELOPMENT COMPANY, LLC 305 NORTH FORT HARRISON AVENUE, CLEARWATER, FL 33755 TEL: 727 446 0020 FAX: 727 446 0002 EMAIL: INFO(@TRIANGLEDEVELOPMENT.COM 9 OF I 1 HLLP]Ntfc� Rrvr AuzL DM�� WK-, CLLATW4,V1"ER FLEXIBLE DEVELOPMENT APPLICATION COMPREHENSIVE INFILL REDEVELOPMENT PROJECT NEW COMMERCIAL AND MULTI -STORY RESIDENTIAL CONDO DEVELOPMENT AT 302, 304, 308, 312, 314, 400, 404 AND 303, 309 N. OSCEOLA AVENUE; 400, 410 ]ONES STREET AND 410 N. FORT HARRISON, DOWNTOWN CLEARWATER Submission for CDB,18 September, 2007 D. WRITTEN SUBMITTAL REQUIREMENTS (Section 3 -913. A) PREAMBLE History This project, in slightly differing form, has been approved by the CDB three times before, in July and December 2005, and November 2006. Briefly, the last approval was for 4.98 acres, 358 units and 13,235 sf of commercial space, with 139 units being granted from the Density Pool. This was alternatively expressed as 109 units from the Residential Density Pool and 13,235 sf from the Commercial Density Pool. Summary This Submittal has the same site area, the same number of units, and the same commercial square footage, and the same pull on the Density Pool. A table on page 28 shows the relative numbers associated with these previous Approvals in greater detail. The submittal is the same in most respects as the previously approved Submittal, with two relatively minor differences. Construction Documentation for the last design was 95% complete when hard cost estimates indicated that major savings would be possible with a redesign of the underground parking garage. It became apparent that an above -ground garage tucked behind the Brownstones (tall two -story residential units lining the west side of Osceola) be considerably less expensive. The garage would run north - south, two bays wide, the full length of the site, one story below and three above ground. It would slide below Tower Two, and the units lost to it be made up by extending the rear of the Tower Two by one bay each side. The Developer took a deep breath and ordered a redesign. It is now apparent that this is a superior design, as additional advantages became apparent in the design process. The underground garage below Harrison Village is no longer necessary, as these cars can be contained in the new garage, and all the Plaza amenities between the three towers can now be built in- ground and on- grade, as opposed to raised up on the concrete roof of an underground garage. Sightlines are barely affected. Careful attention has been put to cladding the garage so that the use is hidden even in those areas not clad with Brownstones. The Harrison Village component remains low -rise mixed -use building, substantially as in previous Approvals, with residential units along Osceola Ave, mirroring the brownstones across the street that are now part of Island View. The City has mandated that commercial development be built on Fort Harrison and the Developer is thus providing retail frontage lining three sides of the Harrison Village block. The FAR of 0.5 is too low to encourage mixed -use development and in fact places a large burden on the developer. (An FAR of 0.5 means that for every square foot of retail /commercial ORIGINAL RECEIVED TRIANGLE DEVELOPMENT COMPANY, LLC 305 NORTH FORT HARRISON AVENUE, CLEARWATER, FL 33755 TEL: 727 446 0020 FAX: 727 446 0002 EMAIL: IN FOPTRIANGLE DEVELOPMENT. CO M Aub 13 2007 1 OF 34 PLANNING DEPARTMENT CITY OF CLEARWATER use provided, two square feet have to be set aside from the total site.) This results in a decrease in the number of dwelling units allowed on the site, and has necessitated the pull of units from the Density Pool to ensure viability. Naturally, contributions back to the City in the form of streetscape and other items have been made. Please see attached PUBLIC AMENITIES INCENTIVE POOL APPLICATION. Site The site for this development is located east and west of North Osceola Avenue, between Jones and Georgia Streets. Harrison Village is a low -rise, mixed use development on the east of Osceola. Island View is located on the west of Osceola, and is three high -rise condo towers one of which sits partially over a four -story conventional parking garage running north to south, including one floor below ground level, which daylights partially on the west side. Harrison Village and Island View will be unified in design. The existing substandard Osceola Avenue will be relocated and upgraded to meet City requirements, widened to a 50' right —of way (from 40) and have two awkward bends removed. It will also have parking on both sides and be fully streetscaped. The Jones Street end of the Harrison Village block will have all the unsightly overhead power lines removed and relocated underground. The "Harrison Village" site was previously occupied on the west by four two -story dwelling units that were rented out on a weekly and monthly basis. They dated back to 1925 and 1939, and were not well maintained. The "Island View" site, to the east, had eight buildings, two residential and the rest for social services, offices and retail associated with the Salvation Army. Their construction dated from 1924 to 1992 with the bulk being older buildings dated around 1940 to 1960. The Salvation Army has since moved to newer and larger facilities in Clearwater and all the existing buildings on the sites have been demolished. We investigated the Harrison Village and Island View sites before demolition began. Existing on site we found at least 52 separate dwelling units. They were identified by on -site visual inspection, consultation with the property manager, local mailman and counting mailboxes. We also noted 7,933 sf office, and 14,120 sf retail space. The office and retail area was calculated from records at the Pinellas Property Appraisers Offices, and a visual inspection of the site. The parcels have been assembled into a single development site, for which this Master Plan is proposed. A Unity of Title document is in progress with our Counsel, Mr. E. D. Armstrong III, Esq., of Johnson, Pope, Bokor, Ruppel & Burns, LLP. Similarly, street vacation and dedication procedures are paralleling this application. All sites are within the Old Bay character district of Downtown Clearwater. The total area is 216,863 sf or 4.98 acres. Harrison Village The portion to the east of Osceola Avenue is called Harrison Village. The block is bounded by the re- located Osceola Avenue to the west, Jones Street to the south, Fort Harrison Avenue to the east and Georgia Street to the north. This portion of the project consists of a mixed used development with street level retail and commercial components (approximately 13,235 sf) along three sides of the block, and extensive streetscaping around and across the block. The block is split by a mini -park of landscape and fountains, on the axis the second high -rise tower across Osceola. This site's residential component comprises 21 units. These are all entered from the new Osceola, and extend up all three floors on that side. Thus Osceola will have street -level residences on both sides. It is contemplated that the residents of Harrison Village will also be able to enjoy the full amenities of the Island View site. ORIGINAL RECEIVED TRIANGLE DEVELOPMENT COMPANY, LLC AUG 13 2007 305 NORTH FORT HARRISON AVENUE, CLEARWATER, FL 33755 TEL: 727 446 0020 FAX: 727 446 0002 EMAIL: INFDCC7TRIAN13LEDEVELOPMENT.COM PLANNING DEPARTMENT CITY OF CLEARWATER 2OF34 HELNN(7 RI.NllALi2£ DOWN'CUWNI CLLARIVA'fEl� . Island View The portion of the development to the west of Osceola is known as Island View, comprises three high -rise condo towers. The towers each have approximately 109 units. The towers will stand around a ground level Plaza, The second tower sits partially over a conventional parking garage, accessed from inside the site for Tower 1, from Osceola for Tower 2 and from Georgia Street for Tower 3 . A total of six Brownstones (defined here as tall two -story row - houses accessed primarily from the street) creating an interesting urban -scale streetscape on Osceola. Island View will have a full Clubhouse with meeting facilities and a wonderful sunset view of the waterway, a coffee bar and various other amenities for the residents. There will be exercise rooms in each tower, a large pool, two spas, an outside barbecue area, as well as an interesting variety of landscaped "outdoor living rooms" on the Plaza. Triangle Development paid a total of $12,830,000 for the Harrison Village and Island View sites. The taxable valuations for these sites total $3,964,700. The proposed value of the improvements for Harrison Village and Island View is in the region of $150mm. 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. This site is unique in its location. Proximity to the water, new Library, the Bluff, Coachman Park and the proposed Marina, and the Pinellas Trail, as well as being a gateway for northern development from the Downtown core along Osceola Avenue, all make it highly desirable. Adjacent properties consist of, to the south, the Osceola Inn, a six -story mid -rise hotel; to the south -west, the SandCastle religious retreat, a newer seven story building; to the west and south, Belvedere Apartments, an older (1950's) seven -story mid -rise condo block; to the north -west, a high rise condo (500 N Osceola); to the North, low -rise residential and commercial including an automobile repair facility; and to the east, mixed use low -rise retail and commercial. The scale of adjacent buildings varies greatly. Single family, one -story homes exist alongside mid -rise condos. Generally speaking, the single - family residential structures are all older and most are in need of repair. As regards adjacent buildings, there are none to the east and the west as these sides front entirely on Fort Harrison and Old Clearwater Bay. A parking lot and two seven -story towers occupy the block to the south, and to the north there is a condo tower, single story commercial and garage buildings, and two -story residences. The larger buildings are newer or recently refurbished (SandCastle, Osceola Inn). The height of the proposed new buildings at Harrison Village is approximately 35', with extensive variation in footprint and elevation. This scale thus forms an appropriate link between the higher structures to the south and the lower building stock prevalent to the north and east. The Island View building aligns with existing high -rises on the Waterway. No significant new low- or high -rise single - family residential development has occurred in this area for over three decades. The last condo development (500 N Osceola, a high -rise) was built in 1975, and recently a five -story condo was completed at 700 N Osceola. The bulk of the existing buildings around the site vary from one to seven - stories and from a tower (Osceola Inn) to more traditional apartment prototypes. Prolific use has been made of setbacks and stepbacks in the proposed development. On the Harrison Village site the units have had careful attention paid to the detailing of all facades visually to decrease the bulk of the structures. They have been broken up with roofs, balconies, decks and trellises, as well as stepbacks. The Harrison Village retail buildings have been set back from the site boundary, which allows for extensive streetscape and landscaping. The attached streetscape drawings show the considerable care that has been taken with the private and public interface around the development. Extensive provisions have been made for a gradient from publicOWGINAL RECEIVED TRIANGLE DEVELOPMENT COMPANY, LLC 305 NORTH FORT HARRISON AVENUE, CLEARWATER, FL G C 33755�� 13 2007 TEL: 727 446 0020 FAX: 727 446 0002 EMAIL: INFO(@TRIANLEDEVELOPMENT.OM 3 OF 34 PLANNING DEPARTMENT CITY OF CLEARWATER H M,,lc, Ri,,,v 1`At.ui -: D0WN'1'0WN CLLARWkf'L'R semi- public to semi - private to private space. Storefronts along North Fort Harrison will have a wide covered walkway in front of them to break up the length of the block and to provide shelter to pedestrians, and shade storefronts against direct sunlight. The Cross -Block Park crossing the site will provide to the public a green, fountained, relief. The Island View towers have had considerable effort made to produce the "wedding cake effect" through setbacks and stepbacks. Stepbacks can be readily seen in the horizontal plane where the building narrows in steps towards the water, allowing each unit a frontal view to the west. The east side has been shaped to emphasize the central vertical portion of the building. In the vertical plane, stepbacks can be seen where the lower floors have been widened 4' out and topped by a thick cornice. The levels above will appear to have been stepped in: On the two Penthouse levels the east units are narrower and step inwards on the building. This level has been emphasized with color, and by varying the heights of the parapets around the roof. Trellises appear on the rooftop level further breaking up the roofline. The three Island View towers have also had careful attention paid to detailing so that they do not appear to be simple blocks extruded up into the sky. They follow very basic rules of design in being differentiated vertically into the three components of a base, a body, and a capital. The base, which will start at the parking level, has a different texture and color from the body, where most of the units will be situated. The capital is the 2 topmost (penthouse) levels, where decks have been increased and close scrutiny has been paid to the detailing of the parapets and pediments that form the roofline. The penthouse levels are different in plan and smaller than those below to create a "wedding cake" effect. Additionally, care has been taken with the fenestration of the facades to break up any monolithic and repetitive character that might mar the overall design. The coverage of the site differs from those surrounding it in that all the surrounding buildings have extensive surface parking for their cars, mostly uncovered. In this development almost all the parking will occur inside the building in the garage. There is significant landscaped open space between the three towers. Thus the actual coverage will appear to be much less than a typical building of this type. As regards density, the number of dwelling units being proposed is slightly higher than the norm for the area. This aligns with the Vision for the Downtown redevelopment which calls for the development of a variety of residential projects to attract new residents to Downtown and which is critical to the success of a revitalized Downtown. (Quotations in italics) The proposed development will not hinder or discourage the appropriate development and use of adjacent land and buildings or significantly impair the value thereof. It will (and has already) significantly increased the value of surrounding real estate. The character of adjacent properties varies from newer high -rise condos in good shape to single -story rooming houses. The immediate vicinity will be materially upgraded by the proposed development. The developers envisage that the proposed development will set the benchmark for future development across the whole area. 2. The proposed development will not hinder or discourage the appropriate development and use of adjacent land and buildings or significantly impair the value thereof. The residential land use in this development is at an increased density, as called for in the Redevelopment Plan. It will encourage others in the area to develop residential units to fulfill the vision of the Plan. The value of surrounding land has increased significantly, directly as a result of the present development. The developers believe that by redeveloping this parcel in the Downtown area further redevelopment will be encouraged, with a subsequent increase in property value. This will be the first significant residential development built in this immediate area in a generation. This can only result in an increase in property value for adjacent land, and indeed it already has. Most of the smaller residential building stock in the immediate area no longer meets the demanding standards of today's market, while the land on which they are located has increased significantly in value. This will give further incentive for future, similar redevelopment. This is a strong vote of confidence in the potential of the area and of the positive effects envisaged to come from the proposed development. ORIGINAL RECEIVED TRIANGLE DEVELOPMENT COMPANY, LLC 305 NORTH FORT HARRISON AVENUE, CLEARWATER, FL 33755 AUG 13 2007 TEL: 727 446 0020 FAX: 727 446 0002 EMAIL: INFO(@TRIANGLEDEVELOPMENT.COM 4 OF 34 PLANNING DEPARTMENT CITY OF CLEARWATER DEVELOPMENT COMPANY 33ELNN% IZEVli'Atux i)O NT0WN CT.EAR4'X1_1,R 3. The proposed development will not adversely affect the health or safety of persons residing or working in the neighborhood of the proposed use. The proposed use is residential and commercial; this use is typical of this neighborhood. In addition, all relevant Codes will be complied with from the inception planning to construction completion. 4. The proposed development is designed to minimize traffic congestion. Fort Harrison, Jones and Georgia Streets are two -way streets. Osceola Avenue is also a two -way street which becomes a one -way street to the north of its intersection with Jones. It carries light local traffic (as do Georgia and Jones) and is not a major through -road. At present it is substandard .in width and difficult or even hazardous to negotiate given its winding character. The Applicant will eliminate two right -angle bends and widen the Right -of -Way to a generous two— way street width, enabling it to be converted to two -way traffic flow. The vacation of Osceola has already been approved by the City Council and construction is already underway. There are three vehicular entrances to the Island View garage. This will cut down waiting times to enter or leave and reduce stacking space requirements to a minimum. Entrances are inside the site for Tower One from the access road on the southern boundary of the site, from Osceola for Tower Two, and from Georgia for Tower Three. Residents at Harrison Village and users of the commercial space will use the entrance on Osceola. Drop -offs, which can be seen on the Streetscape plans, will be provided at each tower's entrance as well as for Harrison Village. Furniture and-,other deliveries can also be made from these laybys. Pedestrian traffic will be protected by signage and any approaching traffic will be low -speed and will be highly visible, providing a long reaction distance. The applicant further will make ample provision for on- street parking, along the west side of Fort Harrison between Jones and Georgia and also on both sides of the newly re- aligned and widened Osceola. 5. The proposed development is consistent with the community character of the immediate vicinity of the parcel proposed for development. The community character is residential and commercial, ranging from condos to single - family houses and single -story retail and commercial uses. This development provides an increased density for residential purposes and increased retail /commercial components, directly related to the streets. The immediate vicinity will be materially upgraded by the proposed development. The existing building stock has generally seen better days. The developers envisage that the proposed development will provide the neighborhood with an upmarket structure, entirely within the community character of the area and set the benchmark for future development in the entire area. 6. The design of the proposed development minimizes adverse effects, including visual, acoustic, and olfactory and hours of operation impacts, on adjacent properties For Island View, three separate trash collection and recycling rooms will be built within the lowest level of each of the towers, enclosed, cooled and ventilated to minimize olfactory and unsightly visual impact. Rolling, enclosed dumpsters will be taken in an enclosed service corridor to a collection point in Tower Three. From this room, they will be transported by elevator to ground level and rolled out for pickup off Georgia Street, at the appointed time. This is in excess of Code requirements. Harrison Village has provision for two standard City dumpsters in approved enclosures, with access off Osceola. Thus, no adverse visual, acoustic or olfactory impacts are envisioned on adjacent properties. The location of the solid waste areas has also been chosen to minimize traffic disruption. The residential component will adhere to normal residential standards and residential hours of operation will apply. The retail component will operate under normal business hours. ORIGINAL RECEIVED TRIANGLE DEVELOPMENT COMPANY, LLC AUG 1.3 2007 305 NORTH FORT HARRISON AVENUE, CLEARWATER, FL 33755 TEL: 727 446 0020 FAX: 727 446 0002 EMAIL: INFOCCDTRIANGLEOEVELOPMENT.COM PLANNING DEPARTMENT CITY OF CLEARWATER 5OF34 l:i PfNCi Rjivrrnum DowwrowN C,C,T?ARwNffiR WRITTEN SUBMITTAL REQUIREMENTS: (Comprehensive Infill Redevelopment Project Criteria) 1. The development or redevelopment is otherwise impractical without deviations from the use and /or development standards set forth in this zoning district. This proposed development does not deviate from the use standards, having only residential and commercial components. Previous applications, at present still in force, were granted an increase in density. No change is made to the last approved request. Substantial contributions were made to City Streetscape and other items as discussed in the accompanying Public Amenities Incentive Pool Application. The increased density meets the intent of the Downtown Redevelopment Plan, as does the increased residential and retail /commercial component. The attached PUBLIC AMENITIES INCENTIVE POOL APPLICATION provides further data on previously approved units requested, and contributions in exchange. No change to these overall numbers are made in this application. 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. This Development meets the goals of the Comprehensive Plan as outlined in a separate Analysis included in this Submission. This is a high -rise condo development on the water, which bring an increased population density to this area. It also has a low -rise mixed -use component that provides a retail face onto Fort Harrison. It thus meets the general purpose, intent and basic planning objectives of this Code and Zoning district as well. 3. The development or redevelopment will not impede the normal and orderly development and improvement of surrounding properties As has been indicated above, surrounding properties have increased in value, enticing further development and bringing new commercial and residential life to this area of the City. 4. Adjoining properties will not suffer substantial detriment as a result of the proposed development. Adjacent land uses are primarily residential, with commercial components along Fort Harrison. The proposed development is compatible with the existing residential components and provides upgraded retail and commercial facilities with sheltered access along Fort Harrison, the major commercial thoroughfare. The retail component will be neighborhood in character, with (predominantly pedestrian patrons. The use of Osceola for vehicular access has freed up the entire west side of Fort Harrison for on- street parking, as well as both sides of Osceola, increasing the total of on- street parking to approximately 28 directly contiguous to the site. This aligns strongly with the Vision of the Plan by providing an increased residential base, one of the primary building blocks for a flourishing Downtown. The value of property depends on highest and best use improvements on the site and the market factors of supply and demand. The value of abutting properties will not be compromised and will actually be significantly enhanced. A substantial public benefit will be created by the development itself and the creation of the highly streetscaped and lushly IGINAt RECEIVED TRIANGLE DEVELOPMENT COMPANY, LLC 305 NORTH FORT HARRISON AVENUE, CLEARWATER, FL 33755 IV.a p�Ry t3 ��07 TEL: 727 446 0020 FAX: 727 446 0002 EMAIL: INFOPTRIANGLEDEVELOPMENT.COM !f'11 6 OF 3'i4 PLANNING DEPARTMENT CITY OF CLEARWATER HELPIN('i RF-'VII'ALIm DOWN'J'OWN CLLARWM E landscaped pedestrian promenade along Fort Harrison and across the Harrison Village block, with significant retail and commercial components. Downtown will gain over 300 new households in an upmarket environment, as well as a new retail and commercial destination for people living in Downtown and elsewhere in Clearwater. I The tax base will be considerably increased by this Development. Triangle Development paid a total of $12,830,000 for the Harrison Village and Island View sites. According to the Pinellas County Property Appraiser the total of the taxable valuations for all the existing sites is $3,964,700.The proposed value of the improvements for Harrison Village and Island View is in the region of $150mm. It should be clear from the above figures at least that not only has land become more valuable in this immediate area but also that considerable money will be invested in the development and a sharp rise can be predicted in the value of the adjoining lots. This rise has ready been seen. 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 re zoning 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 proposed use is permitted under the future land use category and is compatible with adjacent land uses. The following applicable objectives have been complied with: a. This use is permitted as a flexible development use. b. Jobs will be created in the commercial component of the development and in the support staff required to maintain and run the buildings. c. Not applicable. d. Not applicable. e. Other similar land uses surround this development. f. Not applicable. 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, ORIGINAL RECEIVED TRIANGLE DEVELOPMENT COMPANY, LLC 305 NORTH FORT HARRISON AVENUE, CLEARWATER, FL 33755CVV 13 20Q7 TEL: 727 446 0020 FAX: 727 446 0002 EMAIL: INFO(@TRIANGLEDEVELOPMENT.COM 7 OF 34 PLANNING DEPARTMENT CITY OF CLEARWATER ]JI-1PINC, RLNII'A(,TLE DoWN'11)WN CU'ARWIl'a ♦ 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, distances between buildings enhanced landscape design and appropriate This section addresses use, lot width, required setbacks, height and off- street parking in item 6 directly above. This lot use is allowed in this area. No flexibility is requested for lot width or required setbacks. Zero setbacks are permissible in the Downtown area. Compliance is made with the 20ft sight triangles at the applicable corners and vehicular access points on the site. As use of the Density Pool is being requested, the height of the Harrison Village building will be allowed to be lifted from the mandated 40' to the 48' limit. At present the design has a roof height of about 35' so this provision may not be needed. The Developer would however, choose to retain the option of increased height, should it be needed. Above the roof height 42" parapets will be extended (per definition of Height in Section 8 -102 of the Clearwater Community Development Code) and the elevator and mechanical equipment rooms may extend the full permitted 16' above the allowed building height. The clocktowers on the corners of Jones, Georgia and Fort Harrison would take advantage of the definition of mechanical rooms to rise above the roof -lines to create architectural embellishments, which are functional and aesthetic landmarks. In order to calculate the permissible height for the Island View Towers, the mean elevation of the site was first calculated. This came to 21' -6 ", somewhat lower than expected, as Osceola Avenue, on which the Towers front, varies in elevation from around 27 to 30' (although the site slopes down steeply towards the water). The allowed height in this location is 150'. Per the Clearwater Development Code, an additional 20% can be granted in exchange for a significant Public Amenity contribution. This contribution has been detailed elsewhere in this Narrative, and is specifically dealt with in the accompanying Public Amenities Incentive Pool Application. Thus the total height may not exceed 180'(150' + 30� above the mean elevation of the site. The overall height for the top of the roof slab is thus 201'6" (180'+ 21'6'j. The Towers as shown on this Application have their flat roof height beneath this level, as may be seen from the elevation drawings. Also per the Code, parapets and mechanical enclosures (which conceal the unsightly air - conditioning equipment) are allowed to extend slightly above this height. This creates an attractive and varied profile of the building against the sky, further enhancing the "wedding cake" effect. Off- street parking is supplied in the parking in the Island View garage. The required handicapped- compatible parking places are supplied. Parking requirements for residential units in this area are 1 to 1.5 per unit. There are 358 units. Please see the Special Note on Parking in this Application for an accurate count, and the use of the Shared Parking Formula. Visitors may obviously park on the street, but may also park in the Island View garage, where the person whom they are visiting can arrange for the remote access to the parking garage. Commercial parking requirements are 4 places per 1,000 sf. The commercial component is in use during the hours that there is least residential occupancy. Given the high density of the development, the commercial component will be served by a larger percentage of foot traffic. More people living closer equals less vehicular traffic. The Shared Parking Formula has thus been used. Please see attached calculations which show the provision of a surplus of parking. TRIANGLE DEVELOPMENT COMPANY, LLC 305 NORTH FORT HARRISON AVENUE, CLEARWATER, FL 33755 TEL: 727 446 0020 FAX: 727 446 0002 EMAIL: INFO(@TRIANGLEDEVELOPMENT.COM B OF 34 ORIGINAL DECEIVED J 131007 "NIS DEPARTMENT CLEARWATER DEVELOPMENT COMPANY HLLPINtI RT.VTIAT. m Do N'I'0WN CT1'A'R1VX1` 1t There are approximately 28 additional on- street parking places created by the development, on Osceola and Fort Harrison. On- street parking within 1,000 ft of the property totals somewhat over 100 spaces, not including the Steinmart/Library lot. Additional units from the Density Pool were granted in the last Application, which does not differ from this on overall quantities. Specific details of this request and the Contributions given in exchange are included in the separate PUBLIC AMENITIES INCENTIVE POOL APPLICATION. This conforms to the spirit of increased density, one of the aims of the Downtown Redevelopment Plan. Significant contributions to Streetscape on the site were previously approved at CDB. The Developer is very confident this mutually beneficial arrangement, where the Downtown urban fabric is materially enhanced, is for the advantage of all. Major Contributions to Streetscape. The special sidewalk finishes, fences, bollards, benches, trash receptacles, bicycle racks, upgraded street lighting and more around the site will be brought up to the high standards of the Clearwater Streetscape, with lush landscaping including Medjool palms and live oaks. At the Fort Harrison corners of ]ones and Georgia, attractive working clocktowers will be built to landmark the site along the Fort Harrison corridor, which forms the entrance and gateway to Downtown Clearwater. There will also be well- designed public fountains, located on Fort Harrison. These will most likely be individually designed and fabricated in cast glass by a nationally known local artist. Part of the design for Harrison Village is a break in the middle of the Harrison Village block, referred to here as the "Cross -Block Park ". This will be landscaped and hardscaped to meet or exceed the City standards. This will provide a significant public amenity, breaking up the long block and providing place for, for example, outdoor cafes, and an upgraded urban experience. Osceola Avenue Rebuilt While it cannot be directly counted as a contribution to Streetscape, the Developer would like taken into consideration the Provision of a new road to replace the existing substandard Osceola Avenue. This entails extensive rerouting and upgrading of services and extensive infrastructure upgrades, in addition to the reconstruction of the road to City specifications. New curb and curb cuts will also be made as needed. Bicycle Traffic As the Downtown area becomes more pedestrian and bicycle friendly, given the close proximity of the site to the Pinellas Trail (two blocks) and noting the relatively large amount of bicycle traffic, secure bicycle racks, to City standards, will be provided for residents and shoppers. It is anticipated a large number of people would avail themselves of this facility. The developer has met with Felicia Leonard of the City and briefed her on the project. She was pleased with the overall project and she will monitor the progress and will have comments when more detailed plans are presented. This section addresses items 6 a. through e. above. 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; As has been indicated above, the surrounding lots are generally either already developed with higher density residential or are single - family homes waiting to be upgraded. The proposed development will serve as a forerunner for future development in this area and result in a general upgrade not only of the building stock but also of the streetscape and general ambiance of the area. b. The proposed development complies with applicable design guidelines adopted by the City; ORIGINAL See attached analysis of the Downtown Design Guidelines. RECEIVED TRIANGLE DEVELOPMENT COMPANY, LLC AUG 13 2007 305 NORTH FORT HARRISON AVENUE, CLEARWATER, FL 33755 TEL: 727 446 0020 FAX: 727 446 0002 EMAIL: INFOOTRIANGLEDEVELDPMENT.COM PLANNING DEPARTMENT 9 OF 34 CITY OF CLEARWATER HP,LPi.NtG [ INHAUzr, Dmwro%',N CL>?,arzwMIR c. The design, scale and intensity of the proposed development supports the established or emerging character of an area; Recent developments in the Downtown area and in this neighborhood (700 N Osceola) indicate that development supports the emerging character of the 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 roof forms See attached plans and elevations, also see elsewhere in this Narrative, and the attached Analysis of the Downtown Design Guidelines. These criteria have been met. There are multiple changes in horizontal building planes, in the low -rise as well as the high- rises. Architectural details such as columns, cornices, stringcourses, pilasters, porticos, balconies, railings, awnings, can all be seen. Not so easily shown are variety in materials, colors and textures, but these are nevertheless used. Distinctive fenestration patterns are particularly visible on the towers where spandrel glass is used to extend windows over two floors, thus breaking the monotony and repetition of every floor being the same. Building stepbacks have been discussed are present in all buildings to some degree and especially in the Towers. Distinctive roof forms can be seen in the parapets, barrel vaults, pediments and hipped roofs on Island View and Harrison Village. e. The proposed development provides for appropriate buffers, enhanced landscape design and appropriate distances between buildings The Landscape Plans show the appropriate buffers and enhanced landscape design. Appropriate distances between buildings are achieved by splitting the Harrison Village with a Cross -Block Park, a public plaza which creates a pleasant rhythm to the long street face. This open plaza is directly on axis with the second Tower, which is thus framed by the three story buildings of Harrison Village. Across Osceola, this tower has its entrance flanked by brownstones. This creates an interesting set of facades down Osceola. Building 1 has its entrance set on a quiet court off Osceola, and the arrangement of the towers affords the best possible views from each tower for the residents, while the Brownstones on Osceola present an open and friendly face to that street. ORIGINAL RECEIVED TRIANGLE DEVELOPMENT COMPANY, LLC AUG 13 2001 305 NORTH FORT HARRISON AVENUE, CLEARWATER, FL 33755 TEL: 727 446 0020 FAX: 727 446 0002 EMAIL: INFO(0)TRIANGLEDEVELOPMENT.COM PLANNING DEPARTMENT CITY OF CLEARWATER 1 0 OF 34 HELNINIf, REMALIZE DOWN' MVN CLEARWATER Supplemental Data PHASING The Island View and Harrison Village properties have already had all of their existing structures demolished. A start on the Osceola relocation is planned for the immediate future. Because of the nature of this development, it must be phased, for financial and marketing and aesthetic reasons. The accompanying Development Agreement Application comprises the legal bases for the Phasing, but it is briefly discussed below. Master Plan The Submission comprises a Master Plan for the entire site. It is anticipated there will be three building Phases. Each Phase must be able to stand alone. Each Phase needs to provide for itself, not only financially, but also in terms of draws from the Density Pool and Amenities provided for the City in exchange. Thus, for instance, if the development were to stop after the completion of any Phase, it would have paid for itself and have no further unsatisfied draws on the Density Pool. Phase 0 Prior and during Phase 1, as a "Phase 0 ", Osceola Avenue will be moved. A temporary road will be constructed, with all utilities in place, before Old Osceola is closed. The temporary road will be available for emergency vehicles until the completion of Phase 1, when the final surface would be put onto it and it would be officially opened for use. Vehicular access to the site and emergency vehicle access up New or Old Osceola will be uninterrupted during the construction of all Phases. Phase i The first Phase will comprise Island View Tower One, located in the SW corner of the site, a portion of the garage on the SE. Two Brownstones will be built on the west side of Osceola. The required parking for this Phase will be provided in the portion of the garage built in this Phase. The tower will be entirely 2- bedroom units, with 2 to 21/2 bathrooms. Phase 2 Tower Two is the middle building, facing New Osceola. This Phase will also include the portion of the parking garage below it, the pool and Clubhouse. Tower Two will be a larger version of Tower One. This tower will be substantially the same as Tower One, except it will have 2- and 3- bedroom units, with 2 to 21/2 baths each. Phase 3 This will comprise of Tower Three and Harrison Village. Tower Three will be substantially identical to Tower One. The Harrison Village site will comprise a residential and a retail component. It will be a true mixed -use building, with retail below and two levels of residential above. While it has the less expensive residential units of the project, it will be in a satisfying urban environment. Timeline The anticipated Timeline for this project requires a construction start date around December of 2007 and approximately 16 to 18 months for the construction of Phase 1. The Developer expects to be pre - selling Phase 2 while Phase 1 is under construction. Phase 2 could, however, begin immediately after Phase 1 if sales targets are met. This second Phase is anticipated to be under construction for 14 to 18 months; the possibility exists that these two Phases could be built simultaneously. The third Phase should take 16 to 18 months. As the construction time estimated for the Harrison ORIGINAL TRIAN13LE DEVELOPMENT COMPANY, LLC RECEIVED 305 NORTH FORT HARRISON AVENUE, CLEARWATER, FL 33755 TEL: 727 446 0020 FAX: 727 446 0002 EMAIL: INFO(@TRIANGLEDEVELOPMENT.COM AUG 13 2007 OF 34 PLANNING DEPARTMENT CITY OF CLEARWATER 14L2LP11,Ica hcvfTAt1z1;:17oWN'jrAlm, CTXAkWA11 x Village is much shorter that that for Building 3 due to simpler construction, Harrison Village could start some time after Building 3, as long as a simultaneous completion date for Harrison Village and Tower Three is achieved. Throughout all this time, access will be maintained for emergency vehicles from Jones to Georgia. Signage will be installed on the old Osceola "stub" to prevent confusion with the relocation of Osceola. ORIGINAL RECEIVED TRIANGLE DEVELOPMENT COMPANY, LLC AUG 13 2007 305 NORTH FORT HARRISON AVENUE, CLEARWATER, FL 33755 TEL: 727 446 0020 FAX: 727 446 0002 EMAIL: INFOOTRIANGLEDEVELOPMENT.COM PLANNING DEPARTMENT CITY OF CLEARWATER 12 OF 34 DEVELOPMENT COMPANY HUN% R.tr vrrALVE D0WN'1r»W1\1 C 1.t: "ARXIINMR DOWNTOWN REDEVELOPMENT PLAN An Analysis was made of the Clearwater Downtown Redevelopment Plan in regard to this proposed development. These are the findings: Vision of Plan The Vision section of the Clearwater Downtown Redevelopment Plan calls for (quotations in italics) a vibrant downtown that is mindful of its heritage, noting that the revitalization of Downtown Clearwater is critical to the City's overall success It calls for the development of an integrated community of retail, residential, office and recreation, especially a variety of residential projects to attract new residents, this being a critical factor in the success of a revitalized Downtown. A quick perusal of the Site Plan of this development will reveal all these elements. It cannot be denied that the increase in upmarket residential units as close as these to the Downtown core signals the start of a new impetus towards the revitalization of Downtown. The developers are aware of the potential of Downtown, as shown by their confidence in property acquisition and willingness to build on the property they have acquired rather than leave it undeveloped 'as an investment'. They feel a responsibility towards their City and a strong desire for it to grow strong and grow strong with it. Further, the vision calls for Osceola and North Fort Harrison to be redeveloped as pedestrian - oriented streets The presence and siting of the new buildings, especially those along Fort Harrison will strengthen this endeavor by responding at street level to create an attractive streetscape. The Plan states that quality urban design is critical to new construction. The developers align strongly with this statement and feel that their contribution to the urban fabric is of the highest quality. Market related forces make this a necessity. The proposed streetscape, as part of the package proposed, will also enhance the experience and vitality of Downtown. Additionally, the elimination of blighting conditions is critical to the future health of Downtown. Attention is drawn to the attached photographs of the existing conditions on the site. While performing a necessary function of provision of residential housing, the proposed upgrades will go a long way to increasing the tax base of the City, and also encourage further economic revitalization. A cursory view of the existing conditions on the site will reveal the necessity of this development. Goals, Objectives and Policies of the Plan Goal 1: Downtown shall be a place that attracts people for living. The proposed development will and already has attracted people not only from Clearwater itself, but also from as far away as Australia. The waterfront location, combined with proximity to the facilities provided by the Sand Castle Religious Retreat, to Coachman Park and the new Main Library, and to the downtown core, will account, it is believed, for a number of new residents. The upmarket stores planned will further attract non - residents, who will get to know and use downtown more and more. It will snowball. Objective IA: All development within Downtown shall further the goals, objectives and policies of this Plan and shall be consistent with the character districts, the design guidelines and the Downtown zoning district. This development is consistent with the spirit of the neighborhood and will follow the directions of the Downtown Design guidelines. ORIGINAL RECEIVED TRIANGLE DEVELOPMENT COMPANY, LLC AUG 13 2007 305 NORTH FORT HARRISON AVENUE, CLEARWATER, FL 33755 TEL: 727 446 0020 FAX: 727 446 0002 EMAIL: INFOOTRIANGLEDEVELOPMENT.COM PLANNING DEPARTMENT CITY OF CLEARWATER 13 OF 34 HELPINe, Ri;VI'I'Ana DflWN'FOWN CLLARWIXIER Objective 1E. A variety of businesses are encouraged to relocate and expand in Downtown to provide a stable employment center, as well as employment opportunities for Downtown residents Businesses will be encouraged to occupy the offices and stores planned along Fort Harrison, Georgia, and Jones. Objective IG.• Residential uses in Downtown are encouraged with a variety of densities, housing types and affordability consistent with the character districts This development provides residential condominiums in a range of sizes and a range of types (low -rise urban, high -rise water view) and is wholly consistent with this Objective and the character of this District. It provides a higher density of housing in an area that needs an increase in population for the good of the City. Objective 1H. A variety of incentives shall be available to encourage redevelopment within the Downtown. This development will be one of the first to partake of the "Density Pool ". Objective I.P The City shall use all existing incentives to encourage Downtown housing and shall evaluate other incentives to encourage residential uses to locate Downtown. Obviously this Objective has been more than met, with the quantity of housing to be provided. Objective IK.• Downtown shall be a safe environment for both residents and visitors by addressing real and perceived public safety issues By removing low- quality housing, a perceived public safety threat is ameliorated. These properties have had, in the past, a fairly high traffic of public safety officer visits. Movement Goal Objective 24: The Downtown street grid should be maintained No change is made to the street grid. Osceola Avenue is relocated, realigned and improved. The pedestrian street grid is improved with the Cross -Block Park piercing the long Harrison Village block, allowing an easy flow through between Fort Harrison and Osceola. Objective 2H. A variety of parking solutions for motorized and non - motorized vehicles shall be pursued to support redevelopment while maintaining ease of access and parking throughout the Downtown. Bicycles and their like have not been forgotten, provision will be made for their safe and secure storage, with special attention being paid to the ease with which they may be accessed for use. On- and off - street parking has been increased. Objective 2.1 Redevelopment shall create and contribute to pedestrian linkages throughout Downtown. By upgrading the sidewalks, providing streetscaping and building something attractive to walk past, this Objective will be reinforced. A new pedestrian linkage has been created in the middle of the long Fort Harrison block by the central "park' the traverses the site, providing visual and physical access to Osceola. ORIGINAL RECEIVED TRIANGLE DEVELOPMENT COMPANY, LLC AUG 305 NORTH FORT HARRISON AVENUE, CLEARWATER, FL 33755 AUG 3 2907 TEL: 727 446 0020 FAX: 727 446 0002 EMAIL: INFO C1 TRIAN GLE DEVELOPM ENT. COM PLANNING DEPARTMENT 14 OF 34 CITY OF CLEARWATER Ih'LP1 o [tliUrrAui2L DOWN-l'O N C.1`ARWX11.'R Amenity Goal Goal 3. Create Downtown as a memorable place to be enjoyed by residents and visitors that capitalizes on Clearwater's waterfront location, natural resources, built environment and history. This new development makes the most of its waterfront location, and upgrades the quality of the built environment and urban experience, creating a memorable place and experience for all who live and visit. Objective 38. The new Main Library will serve as a cultural attraction and an anchor for the northern section of the downtown core. It is no coincidence that this development, which is the first residential project to be started in many years in the northern section of the downtown core, should be proposed so soon after the completion of the new Main Library. This cultural anchor, a visible show of confidence in the area, is one of the main reasons why this site is regarded as an ideal location for new development. Objective 3D: Redevelopment is encouraged to create a vibrant Downtown environment containing a variety of building forms and styles that respect Downtown s character and heritage. The Harrison Village buildings represent a particular building form, (multi - family, low -rise residential) which respects and enhances Downtown's character and heritage. Historical references are used in a context of modern design, forming a blend that will not look out of place in its surroundings, while preserving a very specific design identity of its own. The Island View high -rise continues the Mediterranean Revival design theme of the Village. A vibrant Downtown will be promoted by providing an ambient population who will live in and enjoy Downtown and contribute to the life in Downtown, both economically and culturally. Policies Policy 1: The design guidelines establish the quality and design features expected for renovation, redevelopment and new construction in Downtown with which all projects must be consistent. This project strives to be consistent and follow these excellent Guidelines. Policy 2: The character of each district shall be reinforced through the site plan and design review process Projects shall be consistent with and contribute positively to the vision of the character district in which it is located. We believe that this project sets the Gold Standard for the Old Bay district. Policy 3. The design of all projects in Downtown shall make meaningful contributions to the pedestrian environment through site and building design. The pedestrian environment will be enhanced by this new development. As the vision statement of the Downtown Redevelopment Plan calls for Osceola to be regarded as a pedestrian - oriented street, the presence and siting of the new buildings will respond at street level to create an attractive streetscape. Trees and planters will be provided and maintained, shelter will be provided against showers and sun along the street facade and a park will cross the long Harrison Village block. The buildings were set back from the street at the request of the City to include lush landscaping (similar to that on the adjoining block on the south) and provide for extensive streetscaping. Storefronts will have awnings or covered walkways in front of them, providing shelter to pedestrians and shading storefronts against direct sunlight. This is a boon in typical Florida weather. ORIGINAL RECEIVED TRIANGLE DEVELOPMENT COMPANY, LLC 305 NORTH FORT HARRISON AVENUE, CLEARWATER, FL 33755 A� 13 L ^007 TEL: 727 446 0020 FAX: 727 446 0002 EMAIL: INFOC TRIANGLEDEVELOPMENT.COM 15 OF 34 PLANNING DEPARTMENT CITY OF CLEARWATER HUYINo RI1VT1'A1,IIi1' [iONN10W ,' CUAR'WNMR Policy 6: The City shall establish a Public Amenities Incentive Pool that provides density and intensity increases for projects located in all character districts, except as limited in Old Bay, in excess of the allowable maximum development potential based on a provision of selected public amenities.. The Public Amenities Incentive Pool is the vehicle through which developers wish to increase the density and height allowances for this site, as referred to earlier. Such increases are allowable in this section of the Old Bay character district. The provisions of selected public amenities, such as streetscape contributions, parking and public art have also been referred to elsewhere. Policy 14: The education of Downtown property owners should be emphasized regarding Clearwater building and property maintenance standards Litter control and maintenance of landscaped areas shall be a priority for Downtown. The City will maintain its properties and public infrastructure as the example for other property owners Litter control and maintenance is vital to the continued positive perception of the development and the maintenance of its actual and perceived value. Litter bins consistent with the Streetscape requirements have been placed at strategic locations throughout the public areas of the project. Careful consideration has been put to the subject of solid waste, in consultation with the Solid Waste Department. Solid waste is handled within the garage of the high- rises, in cooled, insulated enclosures, with provision for recycling and cardboard disposal, while dumpsters are accessed off Georgia Street. Standard dumpsters and their enclosures will be provided on the Harrison Village site. Policy 17 Property owners /developers are encouraged to meet with area neighborhood associations /business groups prior to submitting a major redevelopment project for City review. This is ongoing. Neighbors have been contacted on all sides and support for this development is consistent. A presentation was made to the Downtown Development Board for a previous, similar version of this project and letters of strong support were received. Policy 18: The City shall assist neighborhoods in the formation and development of neighborhood associations that empower residents to improve their neighborhood and strengthen ties between residents and government. This development will form a strong component of the neighborhood association and has a strong in interest in the maintenance of very high standards in the area. Policy 19. Residential development shall provide appropriate on -site recreation facilities based on the scale of the project. A significant portion of the site and construction budget has been set aside for such facilities. These include a clubhouse with flexible meeting /party rooms, a large swimming pool, hot tubs, exercise facilities, fountains and lavishly landscaped gardens. These facilities will be located at the Island View portion of the site. The Harrison Village residents may share in these. The Clubhouse at Island View is provided for the exclusive use of the owners at Island View. They will be able to conduct only private functions there, such as parties or small weddings. Facilities provided in the Clubhouse will be limited to bathrooms, wet bar, vending machines (directed to traffic from the pool) wash -up facilities (a sink) and a warm -up kitchen. No cooking.. No renting out. ORIGINAL RECEIVED TRIANGLE DEVELOPMENT COMPANY, LLC AUG � � 2U�7 305 NORTH FORT HARRISON AVENUE, CLEARWATER, FL 33755 TEL: 727 446 0020 FAX: 727 446 0002 EMAIL: INFO(0)TRIANGLEDEVELOPMENT.COM PLANNING DEPARTMENT 1 6 OF 34 CITY OF CLEARWATER HELPTNfi .RLwrAum DOWN'I'O N CU'ARWATER The developers fully recognize the value of well maintained lush landscaping that in sets and keeps value for a property. The motif of the palms at the Library will be echoed on the site. Elsewhere landscaping is use to break the mass of the building and accentuate the stepbacks. Special attention has been paid to the landscaping and hardscaping of the Plaza between the towers. A series of 'Outdoor Rooms' has been created, with fountains, grassy areas, arbors, raised gardens and a 'Palm Court' for the pleasure and delight of the residents. Additionally, on the penthouse level of the buildings, trellises have been designed, to be overgrown with bougainvillea 'or the like to provide a softening of the roofline of the building when viewed from street level. Policy 23: The City prefers and shall encourage alternative stormwater management solutions rather than installation of on -site stormwater retention ponds These alternatives may include neighborhood or regional stormwater programs that make significant improvements to the overall stormwater system and environment. Our Civil Engineer is familiar with the requirements of the City and we will comply with them. Policy 24: The City shall give priority to sidewalk construction within Downtown that enhances pedestrian linkages and /or completes a continuous sidewalk system on all streets Pedestrian linkages across the Harrison Village site will be made by the central Cross -Block Park. Part of the Streetscape proposal includes Streetscape to the east side of Fort Harrison, across the street from Harrison Village as well as on the north side of Georgia Street. Sidewalk reconstruction is a matter of course in this project as the developer wishes to maximize the aesthetic impact of the project by putting it in the best surroundings possible, while meeting Streetscape standards. Extensive lush landscaping, planters, decorative railings, new trees and palms are planned. An analogy might be made with providing a beautiful frame for a beautiful picture. Policy 26: The CRA will consider abatement of impact fees and permit fees as an incentive for redevelopment projects that are consistent with this Plan. The developers would welcome any abatement of fees, as we believe we are endeavoring to align with the stated goals and objectives of the Downtown Clearwater Redevelopment Plan wherever possible, as well as materially improving Osceola, Jones, Georgia and Fort Harrison. Policy 27.• Properties whose uses have resulted in a higher police level of service than typical properties are encouraged to redevelop with uses consistent with the applicable character district; if a higher police level of service continues, the use will be the focus of nuisance abatement strategies and law enforcement. The developers believe that the redevelopment of this area will lead to a dramatically decreased level of police service. Already the level of police service has decreased with the purchase and demolition of the existing buildings. ORIGINAL RECEIVED AUG 13 2007 PLANNING DEPARTMENT CITY OF CLEARWATER TRIANGLE DEVELOPMENT COMPANY, LLC 305 NORTH FORT HARRISON AVENUE, CLEARWATER, FL 33755 TEL: 727 446 0020 FAX: 727 446 0002 EMAIL: INFO(0)TRIANGLEOEVELOPMENT.COM 1 7 OF 34 DOWNTOWN CHARACTER DISTRICT An analysis of the Downtown Redevelopment Character District was made and the proposed development was found to align with many specific points, as outlined below, and contradict none. The lot concerned falls within the Downtown District, Old Bay Character area. The Old Bay District is a transitional area between the Downtown Core and the low density residential areas to the north. Old Bay is comprised of a mix of land uses including governmental, residential (including single - family dwellings), commercial, industrial, institutional and recreational. This mix, while giving the District great diversity, also results in incompatible development patterns and uses The developers believe the development proposed promotes the character of the Old Bay District. The uses are compatible; the site is located alongside lots with similar height restrictions, and it forms an easy gradient from these structures to the finer scaled dwellings to the north. District Vision Uses The Old Bay District is envisioned to be a mixed -use neighborhood supporting the Downtown employment base with residential, limited neighborhood commercial and o>fce uses A variety of densities and housing styles are encouraged throughout the District, as well as renovations of existing older structures This District provides an opportunity for higher density residential uses along Clearwater Harbor west of Osceola Avenue, provided such development is sensitive to the established low -rise historic character of the District. The eastern frontage of Osceola Avenue may retain its residential use, convert existing buildings to offices, redevelop with residential scale offices or combine these two uses on the same site. The site is located on the east and west sides of Osceola Avenue and adds considerably to the residential use. The Harrison Village side provides an entire block of mixed -use retail and low -rise residential units in an exciting urban location. A strong retail component surrounds three sides of this site, with condos on two levels above them, all over an underground garage. Thus the dense urban mixed -use character of this area will not be spoiled by large areas of surface parking. The character of the district is respected through the use of an historical (Mediterranean Revival) design theme and the smaller scale nature of the development along Osceola, as well as the retail and commercial component along Fort Harrison. This higher- density residential uses occur in Island View side, along Clearwater Harbor west of Osceola Avenue, in the towers. The eastern side of Osceola Avenue combines residential, retail and commercial facilities on the same site. Function The character of Old Bay should be strengthened through streetscape elements that identify the District as a Downtown neighborhood. As discussed above, this vision aligns exactly with the vision conceived for the site under question, especially as regards Streetscape. Streetscape is a very strong design element of the entire development. Development Patterns Greater heights in the higher density residential area west of Osceola Avenue may be considered. The development pattern in the balance of the District is expected to remain urban in character reflecting the low -rise scale (two to three stories) of the existing neighborhood. Renovation /restoration of existing historic homes is strongly encouraged and new development should provide references to the neighborhood's historic features in their design. Redevelopment should ORIGINAL TRIANGLE DEVELOPMENT COMPANY LLC RECEIVED 305 NORTH FORT HARRISON AVENUE, CLEARWATER, FL 33755 ^ TEL: 727 446 0020 FAX: 727 446 0002 EMAIL: INFO(C TRIANGLEDEVELOPMENT.COM AUG 13 2007 IS OF 34 PLANNING DEPARTMENT rITY OF CLEARWATER HELPING, RI3VrrAI,i&:, DokVN'I'0WN CLLARt4'IffER provide opportunities for comfortable pedestrian travel and access to public areas including the Seminole Street Launching facility and Pinellas Trail. The proposed development forms an ideal gradient in height from the buildings to the east and south of it. A fifty-foot limit has been preserved along the east side of Osceola Avenue. Through the liberal use of setbacks, stepbacks and lowered rooflines, the structure of the building has been broken up to decrease the appearance of massiveness across the entire development. Its urban character respects and enhances Downtown's built environment and heritage. Historical references are used in a context of modern design, forming a blend that does not look out of place in its surroundings, while preserving a very specific design identity of its own. The proximity of the site to the Pinellas Trail (two blocks) means that provision will be made in the buildings themselves for secure bicycle and stroller storage. This is another reason the location is so good; and it means increased usage of the Trail. The extensive street level and cross -block park improvements will enhance comfortable pedestrian travel. It must be noted that the proximity of the building to so many key locations in downtown (Library, City Hall, Publix, Steinmart and so on) mean that the opportunity actually exists for people to walk to places and not use their vehicles. This approaches an ideal scene for a true urban environment. Prohibited Uses Automobile service stations, all types of vehicle sales and services, fast food restaurants with drive - through service, adult uses, industrial and problematic uses (examples include, but are not limited to, day labor, pawn shops, check cashing, blood plasma centers and body piercing and tattoo parlors). None of these uses are planned for this site. Downtown Design Guidelines New Construction, Parts I, II and III. These Guidelines they form a strong basis for the design of this project. The document is very thorough and the developers believe the design of the proposed project aligns strictly with the spirit and intent of the vision of the document. Brief mention will be made here of the most pertinent points. Quotations from the Guidelines are shown in italics. Access, Circulation and Parking Parking lots and garages should be as unobtrusive as possible while maintaining easy accessibility. Appropriate: Parking areas for townhouse developments located within the interior of the. development that maintain the integrity of the primary facade as the preferred design; attached garages in residential developments, architecturally integrated with the design of the principal structure... The proposed Island View design calls for an enclosed and concealed parking garage. Where visible (on the waterway side, as the bluff drops away) the facade is designed to hide motor cars from view and to disguise the use of the facility. ORIGINAL RECEIVED TRIANGLE DEVELOPMENT COMPANY, LLC AUG 305 NORTH FORT HARRISON AVENUE, CLEARWATER, FL 33755 13 2007 TEL: 727 446 0020 FAX: 727 446 0002 EMAIL: INFO(@TRIANGLEDEVELOPMENT.COM PLANNING DEPARTMENT 1 9 O F 3 4 CITY OF CLEARWATER HLLPINY('i .Ri.- NfrAuzE Dovvwi`owN, CUARMkitit. From public land, little trace of "garage" will be seen. The only clues to its use will be an entrances for vehicles on Georgia and Osceola. Site Elements Buffering and Screening Buffering and screening help define spaces, block unsightly yet necessary elements and preserve and enhance an area's quality and character. Within an urban setting buffering will be achieved through the use of landscaping, decorative fences, walls, pots, planters, etc. Appropriate: When located on the roof of a building, mechanical equipment that is integrated into the design of the building through the use of parapet walls, towers or other architectural elements; service and loading areas accessed from secondary streets, screened from adjacent properties and rights- of-way and placed in visually unobtrusive locations Mechanical equipment will be concealed on roof level and screened behind parapet walls. Service and loading areas are accessed from secondary streets (there is no vehicular access from Fort Harrison) and are placed in visually unobtrusive locations. Landscaping Landscaping should be used as a design element fully integrated with . a site and building while also recognizing and defining the urban setting. A well- designed landscape contributes to the sites aesthetics and improves the livability in a dense urban environment. Landscaping can also preserve and enhance the acoustic and visual privacy of a site while supporting and accentuating the architecture of a building. The use of indigenous species and other water-saving techniques are encouraged. Appropriate: Landscaping compatible with the climatic conditions of West Central Florida that includes the use of native plant species and Xenscape landscape techniques, Landscape design which enhances and supports architectural features of the building /site where located, Landscape design that visually screens unsightly views, strengthens important vistas and reinforces the character district in which it is located; Plantings in landscape beds, planters or pots that soften the edges between buildings and pedestrian areas, Trees planted in paved areas provided with adequate room to grow (landscape beds, tree grates or other protective techniques). Appropriate and full landscaping is an important element of the design. See attached Landscape Plan. Fences and Walls Fences and walls shall be utilized around service /loading areas, dumpsters and mechanicaVutility equipment to buffer these uses from surrounding properties and rights of -way and to provide security for this equipment. The. service areas are largely internal in this development. Fences and walls may be incorporated as a design element to assist in defining property boundaries and entrances, open spaces and to provide a transition between public and private realms Appropriate: Fences and walls that complement and are consistent with the principal structure with regards to materials, texture, size, shape and color. In most cases the buildings themselves form the wall to the development. Otherwise, an appropriate fence is planned per the Downtown Design Guidelines. ORIGINAL, RECEIVED TRIANGLE DEVELOPMENT COMPANY, LLC AUG 13 2007 305 NORTH FORT HARRISON AVENUE, CLEARWATER, FL 33755 TEL: 727 446 0020 FAX: 727 446 0002 EMAIL: INFOCCDTRIANGLEOEVELOPMENT.COM PLANNING DEPARTMENT CITY OF CLEARWATER 20 OF 34 HI Lpiwi Ri-xrFAum DOWN'11)WN CLL +ARWAti:R II. BUILDING PLACEMENT Orientation Buildings should be oriented towards the street. The orientation of the front facade of buildings along the streetscape contributes to pedestrian interest in an area. A high percentage of ground coverage is encouraged in a downtown to create a critical mass of activity. Our buildings take a very urban stance towards the surrounding streets, especially Fort Harrison, with the retail and commercial component orienting towards this busy thoroughfare. III. BUILDING DESIGN Successful building design is a marriage between form and architecture to visually connect with the existing and /or desired character of the surrounding area. A compatible structure is one that possesses patterns of form and architecture that are found in surrounding buildings creating 'points of agreement" between them while retaining the individuality of the building. Quality urban design balances a respect for an area's existing or desired pattern with the design of new structures Appropriate. Buildings that have a distinct "base ; "middle "and "cap "' Low -rise buildings and /or those with long facade widths that accentuate vertical elements such as entrances and columns, or by breaking up the facade plane into a greater number of smaller vertical masses, Mid- and high -rise buildings that utilize horizontal elements that minimize the apparent height of a building such as balconies, banding, cornice and parapet lines, etc. These architectural tricks are used in full to break up a larger building into more comprehensible masses, with horizontal divisions to minimize height, and vertically to make the building even more urban in scale. The development is broken down into finer detail by porticoes which announce and celebrate "entrance ", clock towers on Harrison Vuiillage's busiest corners and pediments which refer to traditional symbols of residence. The buildings have a very definite division into base, middle and cap. Architecture The architectural style of new development or development should be consistent with the desired development in the surrounding Character Districts.. A variety of architectural styles exist within the Downtown and the Guidelines should not prescribe any one architectural style as being the most appropriate. New buildings may use a variety of architectural styles as appropriate to the intended use of the building and the context of the surrounding area. New design may use contemporary materials to adapt historic design elements into a new building. Various architectural elements that may be found on a building 1 - Cornice .,, A2_ t' "' 2 - Lintel 3 - Sill 4 - String course 5 - Transom 6 - Bulk heads 7 - Kick plates • \ 1� 8 - Double door entrance `\ 9 - Fixed plate glass display window 10 - Double -hung sash window 11 - Parapet s 12- Parapet coping All the appropriate elements referred to above are used in this design. TRIANGLE DEVELOPMENT COMPANY, LLC 305 NORTH FORT HARRISON AVENUE, CLEARWATER, FL 33755 TEL: 727 446 0020 FAX: 727 446 0002 EMAIL: IN FO()TRIAN GLE DEVELOPMENT. COM 21 OF 34 ORIGINAL RECEIVED AUG 13 2007 PLANNING DEPARTMENT CITY OF CLEARWATER DEVELOPMENT COMPANY JIMPIN(i.hL V1I'AL1I): D(.WN -10WN C.LLAPw1,k EIt Facade Design All facades of a building should reflect a unified architectural treatment; however, there is a hierarchy of facade treatment based on location, function and level of pedestrian interaction. Facades should use a combination of architectural details, materials, window and door patterns and other design features to form a cohesive and visually interesting design. The proposed buildings, both on Island View and Harrison Village, have hierarchies of facades Primary and Corner Facades Buildings on corner lots at the intersections of streets designated on the Master Streetscape Plan are considered to have two primary facades and should receive the highest level of design treatment on those facades Appropriate: The primary facades as the most highly designed facade utilizing the following elements A change in plane, building wall projection or recess, architectural details, variety in color, material, texture, doors and /or windows, an architecturally prominent entrance with door located on the primary facade. This has been complied with in this proposal. The NE corner of the Island View lot has a tower and fountain to accentuate its importance. Harrison Village has in fact four primary facades, and all have been highly designed, to be in harmony with each other while using massing and detailing to differentiate the residential and commercial uses. Primary entrances emphasized through the use of a combination of projection or recession in the building footprint, variation in building height, canopy or portico; raised cornice or parapet over door... This has been complied with in this proposal. The primary entrances to the Towers are expressed in a projected vertical element and emphasized by a_ porte cochere, the design of which echoes the shape of the parapet to the land and water sides of the buildings. Harrison Village condo entrances on Osceola are recessed and have a raised cornice above to identify the stair access structure, while being sheltered by a simple canopy. Primary facade, in keeping with established patterns, which include three articulated architectural parts: a base, middle and cap. The proportion of these three elements will vary depending on the scale of the building. This has been complied with in this proposal, and is most visible in the Towers. Color as well as cornice lines, detailing, and stepbacks contribute to this arrangement. Major architectural treatments on the principal building facade that are continued around all sides of the building that are visible from the public realm. Buildings on corner lots that emphasize their prominent location through the use of additional height, massing, distinctive architectural treatments and /or other distinguishing features This has been complied with on this proposal, with the corners of the Harrison Village site being specially articulated on Fort Harrison by clocktowers. Secondary Facade A secondary facade faces alleys, parking areas and Old Bay district properties along Clearwater Harbor The level of design along a secondary facade, while perhaps not as intense as a primary facade should continue the architectural style of the building and use the same quality of materials On Island View the waterfront face of the building will receive the same level of detailing as the others. The Osceola face of Harrison Village could be regarded as a secondary facade but it will receive the same high level of detailing and care as the primary elevations. ORIGINAL RECEIVED TRIANGLE DEVELOPMENT COMPANY, LLC AUG 305 NORTH FORT HARRISON AVENUE, CLEARWATER, FL 33755 13 200 TEL: 727 446 0020 FAX: 727 446 0002 EMAIL: INFOOTRIANGLEDEVELOPMENT.COM PLANNING DEPARTMENT 22 OF 34 CITY OF CLEARWATER BELPTNCi Ri;v1`muzE DoAtN7Y }w-h C1.1A1AVXJ1.1 Windows and Doors Windows are a vital element which link the private (space within a building) and public space (such as streets, sidewalks, etc.) realms visually drawing passersby into buildings Doors are also a vital element providing not only visual but, physical connections between the public and private realms At street level, for the entire length and breadth of Harrison Village, pedestrians will enjoy visual and physical access into the building through storefronts and windows on the retail and commercial component. Along the Osceola portion of Harrison Village, the pedestrian experience will be a friendly one. Osceola Avenue will become a pleasant tree - shaded street to stroll. Lush landscaping, planters and railings will separate public and private spaces. Roof Design Roof forms are one of the most highly visible components of a building. Not only do they provide a vital function but they contribute and are integral to the overall building design through the use of distinctive, defined styles and decorative patterns and colors The style of the development, Mediterranean Revival, calls for smaller mansard roofs and trellises as well as pediments, and these are used to break the scale of the building by providing roof lines at varying heights across the facade. Other Architectural Features A variety of other features can provide the perfect accent or finish to a building or, conversely, ruin an otherwise wonderful structure. These may include door handles and hinges, mail slots, clocks, fr %mergency escapes, shutters, awnings etc. The same amount of thought and care should be put into the selection and installation of these features as for more obvious features such as roofs, doors and windows All the above are featured in the proposed development. Gutters, downspouts, utility boxes and the like will be handled within the parameters of the Downtown Design Guidelines and be painted to match the building where possible, or at least located as unobtrusively as possible, not visible from the street. At the present stage of development of the plans however, not all service locations have been finally identified. The design process includes a strong imperative that the Guidelines referenced above be followed. Materials and Color Materials The correct choices of building materials are paramount in the success of any building. Materials should be appropriate to the architectural style of the building to which they belong. The building is will be constructed in concrete masonry units with a stucco finish. Stucco banding, cornices and window detailing will be used. Relief and contrast from this texture will occur in windows and trellises which have a smoother finish. All surfaces will be painted or self - colored. The base of the building will be finished to emulate courses of stone blocks. Color The color palette of a building is composed of the colors of the main body of the building, trim and accent colors The colors chosen for awnings, canopies, shutters and roofs also contribute to the overall color scheme of building. The overall color scheme of a building or project should reflect a cohesive pattern. These guidelines recognize that the review of a building's color scheme is a balance between an owner's creativity and individuality, the architectural style of the building and an overall harmonious vision for the Downtown. The use of a single color on all surfaces should be avoided. A two- or three -color scheme is encouraged to provide visual appeal. The main body color should be the predominant color of the building. The color tone of the main body should be guided by the size and height of the building, its location (corner or interior lot), and architectural style. The trim color is applied to architectural elements such as ORIGINAL TRIANGLE DEVELOPMENT COMPANY, LLC RECEIVED 305 NORTH FORT HARRISON AVENUE, CLEARWATER, FL 33755 TEL: 727 446 0020 FAX: 727 446 0002 EMAIL: INFOia?TRIANGLE DEVELOPMENT. COM AUG 13 2007 23 OF 34 PLANNING DEPARTMENT CITY OF CLEARWATER #213% rAuzL' DOWNTOWN CUARUWITIt.. windows, doors, columns, porches etc. The trim color should be a lighter or darker tone of the main body color, a complimentary color to the main body color or a neutral color In a three -color scheme, the accent color should be used sparingly to highlight certain architectural elements such as a front door or awning. The color scheme is conceived as basically a three -color scheme with varying tones of terracotta, cream, ochre and /or mustard, offset by accents of deeper hue. Lighter tones will be used to accentuate advancing planes with areas where the color tone becomes progressively stronger on the building planes away. from the street. The building bases and entrance porticoes will signal their function and importance by combining massing with areas of the strongest or most contrasting color. Window and doorframes will be lighter. Pediments and parapets will be the lightest color to outline the building against the sky. Contrasting color awnings will provide accent points. Trellises will be a, lighter color to set off the greenery growing over them. The base of the building will have a finish of contrasting three- dimensional colored banding which will have the appearance of horizontal stone coursing (blocks). ORIGINAL RECEIVED AUG 13 2007 PLANNING DEPARTMENT CITY OF CLEARWATER TRIANGLE DEVELOPMENT COMPANY, LLC 305 NORTH FORT HARRISON AVENUE, CLEARWATER, FL 33755 TEL: 727 446 0020 FAX: 727 446 0002 EMAIL: INFOC@TRIANGLEDEVELOPMENT.COM 24 OF 34 Existing Conditions (Already demolished structures noted) ]ones from Osceola to Fort Harrison, looking north Fort Harrison looking west Georgia Street, looking south TRIAN13LE DEVELOPMENT COMPANY, LLC 305 NORTH FORT HARRISON AVENUE, CLEARWATER, FL 33755 TEL: 727 446 0020 FAX: 727 446 0002 EMAIL: INFOPTRIANGLEDEVELOPMENT.COM 25 OF 34 ORIGIML RECEIVED AUG 13 2007 PLANNING DEPARTMENT CITY OF CLEARWATER HELP[W R mt'Auzm 1)d)WNTOWN CLLR .k1'EP, North Osceola Avenue looking east North Osceola Avenue looking west ORIGINAL RECEIVED AUG 13 2007 TRIANGLE DEVELOPMENT COMPANY, LLC 305 NORTH FORT HARRISON AVENUE, CLEARWATER, FL 33755 CITY OF ®EpgR E TEL: 727 446 0020 FAX: 727 446 0002 EMAIL: INFOCCDTRIANGLEDEVELOPMENT COM CITY OF 26 of 34 Locality Plan IIUPINCr Ri.vt`tAu DoWNT(A'N CL AIaWW R ORIGINAL RECEWED AUG 1 3 2007 TRIANGLE DEVELOPMENT COMPANY, LLC PLANNING DEPARTMENT 305 NORTH FORT HARRISON AVENUE, CLEARWATER, FL 33755 CITY OFCLEARWATER TEL: 727 446 0020 FAX: 727 446 0002 EMAIL: INFO(ZDTRIANGLEDEVELOPMENT COM 27 OF 34 ffiliLpwG .RL- vriAwL DOWNTOWN CITARWAt'LR. Street Addresses and Parcel Numbers HARRISON VILLAGE Common Name Street Address Former Markopoulos property 400, 410 Jones Street and 303 N Osceola Avenue Former Salvation Army ISLAND VIEW Former Osceola Bay property Former Randdert property 410 N Fort Harrison and 309 N Osceola Avenue 302, 304, 308 N Osceola Avenue 312, 314, 400, 404 N Osceola Avenue Parcel Numbers 09/29/15/ 44352/ 002/ 0012 09/29/15/ 44352/ 002/ 0010 09/29/15/ 44352/ 002/ 0020 09/29/15/ 14310/ 000/ 0010 09/29/15/ 00000/ 430/ 0300 09/29/15/ 53370/ 000/ 0010 09/29/15/ 53370/ 000/ 0020 09/29/15/ 00000/ 430/ 0600 09/29/15/ 00000/ 430/ 0500 09/29/15/ 00000/ 430/ 0400 09/29/15/ 14310/ 000% 0100 09/29/15/ 14310/ 000/ 0080 ORIGINAL RECEIVED AUG 13 2007 PLANNING DEPARTMENT CITY OF CLEARWATER TRIANGLE DEVELOPMENT COMPANY, LLC 305 NORTH FORT HARRISON AVENUE, CLEARWATER, FL 33755 TEL: 727 446 0020 FAX: 727 446 0002 EMAIL: INFOOTRIANGLEDEVELOPMENT.COM 2a OF 34 HLLPINo Ri-,v:rrAuzr Doi mt)wn CUARII?A£ER Comparative Analysis of Approved Requests and Present Submission Approved at CDB 19 July 2005 HV and N site area Retail /commercial area Area available after adjustment for FAR Units Units allowed after subtracting FAR area Request from Density Pool Parking total Parking for residents @ 1.5 /unit Parking for retail @ 0 /1,000 sf Balance Approved at CDB December 2005 HV and N site area Retail /commercial area Area available after adjustment for FAR Units Units allowed after subtracting FAR area Request from Density Pool Parking total Parking for residents @ 1.5 /unit Parking for retail @ 2/1,000 sf Balance Approved at CDB 11 November 2006 HV and N site area Retail /commercial area Area available after adjustment for FAR Units Units allowed after subtracting FAR area Request from Density Pool Parking supply total Required after application of Shared Parking Formula Balance 216,543 sf 4.97 ac 18,893sf 0.43 ac 178,757 sf 324 205 119 503 486 0 17 211,626 Sf 4.86 ac 27,124Sf 0.6 ac 159,378 Sf 324 183 141 633 486 54 93 216,863 Sf . 4.98 ac 13,235 Sf 0.31 ac 189,763 Sf 358 218 139 Also expressed as 109 units and 13,235 sf 548 540 8 TRIANGLE DEVELOPMENT COMPANY, LLC 305 NORTH FORT HARRISON AVENUE, CLEARWATER, FL 33755 TEL: 727 446 0020 FAX: 727 446 0002 EMAIL: INFOCC7TRIANGLEDEVELOPMENT.COM 29 OF 34 ORIGINAL RECEIVED AUG 13 2007 PLANNING DEPARTMENT CITY OF CLEARWATER DEVELOPMENT COMPANY HiLATNC Ri,'vr1'AL1iL DOWN'1'0WhE C11ARWN11R This Submission 2 July 2007 HV and IV site area Retail /commercial area Area available after adjustment for FAR Units Units allowed after subtracting FAR area Request from Density Pool Parking supply total Required after application of Shared Parking Formula Balance 216,863 Sf 4.98 ac 13,235 Sf 0.31 ac 189,763 Sf 358 218 139 Also expressed as 109 units and 13,235 sf 560 560 0 3. SIGNAGE: (Division 19. SIGNS /Section 3 -1806) The signage component will be the subject of a separate submittal. Although the tenants are not yet finalized, signage standards more strict than those of the City will be enforced. A full signage package will be submitted for review when more is known of the tenant requirements. Generally speaking, however, signage will be placed over the relevant storefronts, integrated into the overall architectural design. Signage for the development will most likely be made outside each entrance lobby, probably on the awning at the door. ORIGINAL RECEIVED AUG 131007 TRIANGLE DEVELOPMENT COMPANY, LLC PLANNING DEPARTMENT 305 NORTH FORT HARRISON AVENUE, CLEARWATER, FL 33755 CITY OF CLEARWATER TEL: 727 446 0020 FAX: 727 446 0002 EMAIL: INFOC@TRIANGLEDEVELOPMENT.COM 30 OF 34 DEVELOPMENT COMPANY IlELPIN(d R1-'VPTALi2T DC1WWOWIt CLEARWNI R SPECIAL NOTE ON FLOORS AND UNITS FLOOR NAMES AND UNIT COUNTS AS APPLIED TO THIS SUBMISSION Tower One Lower 2 x A, 1 x Club, I x Exercise 2 Lobby 2xA,2x6,2xC,1xLobby 6 3 2xA,2x6,2xC,IxD 7 4 2xA,2x6,2xC,1xD 7 5 2xA,2x6,2xC,IxD 7 6 2xA,2x6,2xC,1xD 7 7 2xA,2x6,2xC,1xD 7 8 2xA,2x6,2xC,1xD 7 9 2 x A, 2 x 13, 2 x C, 1 x D 7 10 3 x A, 2 x 13, 2 x C, 1xD 7 11 2xA,2x6,2xC,1xD 7 12 2XA,2X13,2XC,IxD 7 (No 13th) 14 2xA,2x6,2xC,1xD 7 15 2xA,2x6,2xC, 1 x D 7 16 2xA,2x6,2xC,1xD 7 17 2xA,2x6,2xC,IxD 7 18 4 x Penthouse (F,G,H,I) 4 19 4 x Penthouse (F,G,H,I) 4 For a Tower One maximum of 114 Tower Two Lower Parking, Exercise Lobby Parking, Lobby, Club 4 Parking, 2 x A 5 Parking, 2 x A 6 Parking, 2 x A 7 2xA,2x13,2xC,1xD,2xE 8 2xA,2x6,2xC,1xD,2xE 9 2 x A, 2 x 13, 2 x C, 1x D,2xE 10 2xA,2x6,2xC,1xD,2xE 11 2xA,2x6,2xC,1xD,2xE 12 2xA,2x6,2xC,IxD,2xE (No 13th) 14 2 x A, 2 x 13, 2 x C, 1x D,2xE 15 2xA,2x6,2xC,1xD,2xE 16 2xA,2x6,2xC,1xD,2xE 17 2xA,2x13,2xC,1xD,2xE 18 6 x Penthouse (F,G,H,I,J) 19 6 x Penthouse (F,G,H,IJ) 0 0 2 2 2 9 9 9 9 9 9 9 9 9 9 6 6 For a Tower Two maximum of 108 TRIANGLE DEVELOPMENT COMPANY, LLC 305 NORTH FORT HARRISON AVENUE, CLEARWATER, FL 33755 TEL: 727 445 0020 FAX: 727 446 0002 EMAIL: INFO(@TRIANGLEDEVELOPMENT.COM 31 OF 34 ORIGINAL RECEIVED AUG 13 2007 PLANNING DEPARTMENT CITY OF CLEARWATER Hi31.ANCI RwiTALuL DOWN'IVJWN C1.,'A16k1K1tX Tower Three Lower 2 x A 2 Lobby 2 x A, 1 x B, 1 x C, 1 x Lobby 4 3 2xA,2xB,2xC 6 4 2xA,2xB,2xC 6 s 2xA,2xB,2xC 6 6 2xA,2xB,2xC 6 7 2 x A, 2 x B, 2 x C, 1 x D 7 8 2 x A, 2 x B, 2 x C, I x D 7 9 2xA,2xB,2xC, 1 x D 7 10 3xA,2xB,2xC, 1 x D 7 11 2XA,2XB,2XC,IxD 7 12 2xA,2xB,2xC,1xD 7 (No 13th) 14 2 x A, 2 x B, 2 x C, 1 x D 7 is 2xA,2xB,2xC,1xD 7 16 2 x A, 2 x B, 2 x C, 1 x D 7 17 2x A, 2x 6,2xC, 1 x D 7 18 4 x Penthouse (F,G,H,I) 4 19 4 x Penthouse (F,G,H,I) 4 For a Tower Three maximum of 108 Brownstones 1 South 2 x BA 2 South 2 x BB, 2 x BC Harrison Village 2 4 For a Brownstones maximum of 2South 2xHA,4xHB,1xHC 7 3South 2x HA, 4xHB,1xHC 7 2North 2x HD, 2x HE 4 3North 2x HD, 2x HE 4 For a Harrison Village minimum of 22 Total 358 TRIANGLE DEVELOPMENT COMPANY, LLC 305 NORTH FORT HARRISON AVENUE, CLEARWATER, FL 33755 TEL: 727 446 0020 FAX: 727 446 0002 EMAIL: INFO(0)TRIANGLEDEVELOPMENT.COM 32 OF 34 ORIGINAL RECEIVED AUG 13 2001 PLANNING DEPARTMENT CITY OF CLEARWATER HELPTNci RL- VIIAL[U DOWN'T'OWN CL1ARU)NfLR SPECIAL NOTE ON PARKING SHARED PARKING FORMULA AS APPLIED TO THIS SUBMISSION Data It is the intention of the Applicant to apply the shared parking formula to the parking to be provided for the retail and residential portions of Harrison Village and Island View. A parking validation system can be used as needed to allow limited retail parking within the Island View garage. Per Community Development Code, Section 3 -1395 Shared Parking, any land or building used for two or more purposes such as in Harrison Village (Residential, Retail and Resturants), the minimum total number of spaces provided may be determined by the this calculation. While the Community Development Code (Section 2 -903) calls for parking requirements to be determined by the Community Development Coordinator, Section 2 -902, under Restaurants, calls for 5 -15 places per 1,000 sf GFA. As the restaurants in Harrison Village will be located in close proximity to the large population in Island View and the surrounding Downtown, the bulk of the traffic to the restaurants will be on foot. Thus a figure of 10 parking paces per 1,000 sf GFA is not unreasonable upon which to base the Parking calculations. The Community Development Coordinator concurred with this reasoning at the DRC meeting 2 August 2007. RESIDENTIAL min requ COMMERCIAL min requ HV N 5,235 HV S 3,500 RESTAURANT min requ 4,500 13.235 358 x 1.5 = 537 8,735 x 4 per 1000 = 35 4,500 x 10 per 1000 = 45 Total minimum required is 560 The total provided on -site between Island View and Harrison Village is approximately 560 The difference between this and Required is 0 TRIAN13LE DEVELOPMENT COMPANY, LLC 305 NORTH FORT HARRISON AVENUE, CLEARWATER, FL 33755 TEL: 727 446 0020 FAX: 727 446 0002 EMAIL: INFOOTRIANGLEDEVELOPMENT.COM 33 OF 34 ORIGINAL RECEIVED AUG 13 2007 PLANNING DEPARTMENT CITY OF CLEARWATER Weekday Night Day Evening Weekend Day Evening Midnight 0 6 am Req gam to 4 m Req 6 pm to Midnight Req 9am to 4 m Req 6pm to Midnight Re Residential 100% 537 537 60% 537 322 90% 537 83 80% 537 430 90% 537 83 Retail 5% 35 2 70% 35 24 90% 35 31 100% 35 35 70% 35 24 Restaurant 10% 45 5 50% 45 123 100% 45 5 50% 45 23 100% 45 45 Totals 543 1 369 560 487 553 Total minimum required is 560 The total provided on -site between Island View and Harrison Village is approximately 560 The difference between this and Required is 0 TRIAN13LE DEVELOPMENT COMPANY, LLC 305 NORTH FORT HARRISON AVENUE, CLEARWATER, FL 33755 TEL: 727 446 0020 FAX: 727 446 0002 EMAIL: INFOOTRIANGLEDEVELOPMENT.COM 33 OF 34 ORIGINAL RECEIVED AUG 13 2007 PLANNING DEPARTMENT CITY OF CLEARWATER 1k -LP1N0 .RL,,vr `At,i /.L Ll0WN 11JWN Cf LAR%1xrEit. SPECIAL NOTE ON PHASING Data This is an analysis of the draws on the Density Pool as the Phases of the building are completed. This analysis is further detailed in the accompanying Development Agreement Application. Phase 1 is Tower One and some Brownstones Land Area Commercial sf Planned in Phase From Pool (Cumulative) Percent of total draw 2.07 acres 0 116 13 12% Phase 2 is Tower Two and some Brownstones Land Area Commercial sf Planned in Phase From Pool (Cumulative) Percent of total draw 4.98 acres 0 109 14 13% Phase 3 is is Tower Three, the rest of the Brownstones, and Harrison Village Land Area Commercial sf Planned in Phase From Pool (Cumulative) Percent of total draw 4.98 acres 13,235 133 109 100% Cumuladve Totals Land Area Commercial sf Planned in Phase From Pool (Cumulative) Percent of total draw 4.98 acres 13,235 358 109 100% OWNERSHIP DOCUMENTS All attached below. Letter Clarifying Ownership Proof of Corporate Merger Island View Properties LLC, Georgia Street Properties LLC, Harrison Village Properties LLC and Triangle S.A. Land LLC have merged into Triangle Old Bay Holdings LLC. Proof of Ownership 302 -308 N Osceola Properties LLC (302 -308 N Osceola Ave) Special Warranty Deed Proof of name change: 302 -308 N Osceola Properties LLC changed name to Island View Properties LLC. Proof of Ownership Georgia Street Properties LLC (Old Randdert property, 312 -404 N Osceola) Agreement of Purchase Proof of Ownership Osceola -Jones Properties LLC (Old Markopoulos property) Bill of Sale Proof of name change: Osceola -Jones Properties LLC changed name to Harrison Village Properties LLC. Proof of Ownership Triangle S.A. Land LLC (Old Salvation Army site) Title Information (HUD Settlement Statement) ORIGINAL. RECEIVED FIRE FLOW CALCULATIONS AUG 13 2007 Attached below. PLANNING DEPARTMENT CITY OF CLEARWATER TRIANGLE DEVELOPMENT COMPANY, LLC 305 NORTH FORT HARRISON AVENUE, CLEARWATER, FL 33755 TEL: 727 446 0020 FAX: 727 446 0002 EMAIL: INFO(C)TRIANGLEDEVELOPMENT.COM 34 OF 34 C. Proof of Ownership ORIGINAL RECEIVED AUG 13 2007 PLANNING DEPARTMENT CITY OF CLEARWATER Exhibit G — Owitership Documentation �u # C.f v It, 0 -0CNI C,0mP NY August 22, 2006 City of Clearwater This letter is to clarify the intent with regards to certain properties owned by Triangle Old Bay Holdings LLC ( "Old Bay "). Old Bay's majority owner is Ron Pollack, and it is managed by Triangle Property Holding LLC, which is jointly owned by Ron Pollack and Ben Kugler. Thus both Ron Pollack and Ben Kugler act as managing members of Triangle Old Bay Holdings LLC. Specifically at this time the property parcels marked below as 1, 2, 10 & 4 are being developed. The thin strip of land dividing 4 in two is the proposed new Osceola Ave, which we plan to dedicate to the city. Properties 1, 2, 10 and the part of property 4 west of the new Osceola Ave will be deeded to Island View Condominiums. Data on properties beiniz developed by Triangle Old Bav HoldinLys: aclseaean Palk ORIGINAL RECEIVED AUG 13 2007 PLANNING DEPARTMENT CITY OF CLEARWATER Old Bay is using Triangle Development Company LLC (also jointly owned by Ron Pollack and Ben Kugler) to develop its properties. Ownership information: The data on the relevant properties shown above are as follows: I . Name: former Rhaddert property: 310 -404 N. Osceola. Size: 1.9 acres Owner: Georgia Street Properties LLC, which merged with Triangle Old Bay Holdings LLC (the surviving entity). 2. Name: former Ellenbers property: 302 -308 N. Osceola. Size: 1.0 acres Owner: 302 -308 N Osceola Properties LLC, which changed its name to Island View Properties LLC, which has merged with Triangle Old Bay Holdings LLC, (the surviving entity). 4. Name: former Salvation Army property: (part of what was once) 300 -410 N. Fort Harrison, and 309 -407 N. Osceola. Size: 2.42 acres Owner: Triangle S.A. Land LLC, which merged with Triangle Old Bay Holdings LLC, (the surviving entity). 10. Name: former Marcopoulos property: (part of what was once 303 &305 N. Osceola, and 400 &410 Jones St.) Size: 0.2 acres Owner: Osceola -Jones Properties LLC, which changed its name to Harrison Village Properties LLC, which has merged with Triangle Old Bay Holdings LLC, (the surviving entity). Sincerely, Ron Pollack CEO and Manager Triangle Development Company LLC ORIGINAL RECEIVED For: Triangle Property Holdings LLC, Manager AUG 13 2007 PLANNING DEPARTMEW For: CITY OF CLEARWATER Triangle Old Bay Holdings, Owner 1141'1S0P /A%. ()3li &, 727,446J)020 Exhibit G -1 - Tria .gle Old Bay Hold., igs Merger :!Q of �C ft riDa fppttriment of fttp I certify the attached is a true and correct copy of the Certificate of Merger or Articles of Merger, filed on August 8, 2006, for TRIANGLE OLD BAY HOLDINGS, LLC, the surviving Florida entity, as shown by the records of this office. I further certify the document was electronically received under FAX:audit number E06000199152 and this certificate issued in accordance with section 15.16, Florida Statutes, and authenticated by the code noted below. The document number of this limited liability company is L05000054976. Authentication Code: 906A00049499- 080906- L05000054976 -1/1 ORIGINAL RECEIVED AUG 13 2007 PLANNING DEPARTMENT CITY OF CLEARWATER Given under my hand and the Great Seal of the State.of Florida, at Tallahassee, the Capital, this the Ninth day of August, 2006 �,,..,�. "l. Cobb &Ue :01. Cobb Ourtta tp of Otatt This fax was received by GFI FAXmaker fax server. For more information, visit (((H06000199152 3))) CERTIFICATE OF MERGER OF GEORGIA STREET PROPERTIES, LLC (a.Florida limited liability company) and ISLAND VIEW PROPERTIES, LLC (a Florida limited liability company) and TRIANGLE S.A. LAND, LLC (a Florida limited liability company) and HARRISON VILLAGE PROPERTIES, LLC (a Florida limited liability company) with and into TRIANGLE OLD BAY HOLDINGS, LLC (a Florida limited liability company) Pursuant to Sections 608.4382 of the Florida Limited Liability Company Act Pursuant to Section 608.4382 of the Florida Limited Liability Company Act, this Certificate of Merger provides as follows: ARTICLE I State of Organization; Surviving Company 1.1 The name and state of organization of each of the constituent companies of the merger is as follows: Name Georgia Street Properties, LLC Island View Properties, LLC Triangle S.A. Land, LLC Harrison Village Properties; LLC Triangle Old Bay Holdings, LLC State of Organization Florida Florida Florida Florida Florida 1.2 Triangle Old Bay Holdings, LLC, a Florida limited liability company, shall be the surviving entity. ORIGINAL RECEIVED AUG 13 2007 PLANNING DEPARTMENT (((H060001991.52 3))) CITY OF CLEARWATER (((H06000199152 3))) ARTICLE II Agreement and Plan of Merger The Agreement and Plan of Merger providing for the merger of the above entities is attached hereto as Exhibit A. ARTICLE III Approval of the Plan 3.1 In accordance with Florida Law and the operating agreement of Georgia. Street Properties, LLC, the sole member of Georgia Street Properties, LLC approved and adopted the Agreement and Plan of Merger on August 8, 2006. 3.2 In accordance with Florida Law and the operating agreement of Island View Properties, LLC, the sole member of Island View Properties, LLC approved and adopted the Agreement and Plan of Merger on August 8, 2006. 3.3 In accordance with Florida Law and the operating agreement of Triangle S.A. Land, LLC, the managing member of Triangle S:A. Land, LLC approved and adopted the Agreement and Plan of Merger on August 8, 2006. 3.4 In accordance with Florida Law and the operating agreement of Harrison Village Properties, LLC, the sole member of Harrison Village Properties, LLC approved and adopted the Agreement and Plan of Merger on August 8, 2006. 3.5 In accordance with Florida Law and the operating agreement of Triangle Old Bay Holdings, LLC, the managing member of Triangle Old Bay Holdings, LLC approved and adopted the Agreement and Plan of Merger on August 8, 2006. ARTICLE IV Effective Time of Merger This merger shall become effective on the date and time this Certificate of Merger is filed by the Department of State of the State of Florida. (Signature Pages Follow] ORIGINAL RECEIVED, AUG 13 2007 PLANNING DEPARTMENT CITY OF CLEARWATER 2 (((H06000199152 3))) (((H06000199152 3))) IN WITNESS «HEREOF, the undersigned have caused this Cerdfieate of Merger to be cxccutedthis 8th day of August ,2006. GEORGIA STRPJ&T KZOPERIUS, LLC a l;lorida limited liability company By Triangle pfd Bay Holdings, LLC Its: Sole Member By: Triangle Property Holdings, LLC Its: Manaiiinc Member ISLAND VIEW PROPERTIES, LLC j a Florida limited liability company By., Triangle Old Bay Holdings, LLC ............ its: -Sole Member By: Triangle Properly Holdings, LLC Its: Managing Member By: Ron 1?dllac Mann ' g Member By. B ugler, lb&ng Member TRIANGLE S.A. LAND, LLC a Florida limited liability company Ron Pollack, Manager ORIGINAL RECEIVED AUG 13 2007. PLANNING DEPARTMENT CITY OF CLEARWATER 3 (((H06000199152 3))) (((H06000199152 3))) HARRISON VILLAGE PROPERTIES, LLC a Florida limited liability company By Triangle Old Bay Holdings, LLC Its: Sole Member By: Triangle Property Holdings, LLC .1ts. Managing; Member By Ron Pollack ana ' g Member By: Ben er, M g Member TRIANGLE OLD BAY HOLDINGS, LLC a Florida limited liability company By: Triangle Property Holdings, LLC Its: Managing Member Ron-poll Member By: Be ugler, M gingMember 0 ORIGINAL RECEIVED AUG 13 2007 PLANNING DEPARTMEW CITY OF CLEARWATER (((H06000199152 3))) EXHIBIT A (((H06000199152 3))) AGREEMENT AND PLAN OF MERGER THIS AGREEMENT AND PLAN OF MERGER (this "Agreement ") is made and entered into this 8th day of August, 2006, by and between TRIANGLE OLD BAY HOLDINGS, LLC, ( "Triangle "), GEORGIA STREET PROPERTIES, LLC ("Georgia Street"), ISLAND VIEW PROPERTIES, LLC ( "Island View"), TRIANGLE S.A. LAND, LLC ( "Triangle S.A. ") and HARRISON VILLAGE PROPERTIES, LLC ( "Harrison "), all being limited liability companies organized and existing under the laws of the State of Florida. Triangle, Georgia Street, Island View, Triangle S.A. and Harrison are sometimes collectively referred to in this Agreement as the "Constituent Companies" and are sometimes referred to individually as a "Constituent Company." WITNE'SSETH: WHEREAS, the manager or member, as the case may be, of each Constituent Company deems it advisable and for the general welfare of such company and its members that Georgia Street, Island View, Triangle S.A. and Harrison merge with and into Triangle, pursuant to this Agreement and the applicable laws of the State of Florida; and WHEREAS, upon the Effective Date of the merger, Triangle shall be the surviving entity. NOW, THEREFORE, the Constituent Companies, in consideration of the premises and the mutual covenants, agreements and provisions hereinafter contained, do hereby agree upon and prescribe the terms and conditions of said merger and the method of carrying the same into effect in this Agreement as follows: ARTICLE I PLAN OF MERGER The Constituent Companies have agreed and do hereby agree each with the other that Georgia Street, Island View, Triangle S.A. and Harrison shall be merged with and into Triangle. Triangle shall be the surviving company in the merger and shall be governed by the laws of the State of Florida, which state shall continue to be its domicile. ARTICLE H EFFECTIVE DATE The merger .provided for in this Agreement shall become effective and the Constituent Companies shall be deemed to have merged as of date and time the Certificate of Merger is filed by the Department of State of the State of Florida. (the "Effective Date'. ORIGINAL RECEIVED AUG 13 2001 (((H06000199152 3))) PLANNING DEPARTMENT CITY OF CLEARWATER (((H06000199152 3))) ARTICLE IH MANNER OF CONVERTING INTERESTS Pursuant to the merger, all of the outstanding membership interests of Georgia Street, Island View, Triangle S.A. and Harrison will be cancelled. No new membership interests in Triangle will be issued. Each membership interest in Triangle that is outstanding on the Effective Date shall continue and remain unchanged. ARTICLE IV EFFECT OF THE MERGER 4.1 Existence. On the Effective Date, the separate existences of Georgia. Street, Island View, Triangle S.A. and Harrison shall cease and they shall be merged with and into Triangle. Thereupon, the title to all real estate and other property, or any interest therein, owned by each of Georgia Street, Island View, Triangle S.A. and Harrison shall be vested in Triangle without further act of deed and without reversion or impairment. Triangle shall thenceforth be responsible and liable for all the liabilities and obligations of Georgia Street, Island View, Triangle S.A. and Harrison. 4.2 Articles of Organization. The Articles of Organization of Triangle, in effect on the Effective Date, shall continue in full force and effect as the Articles of Organization of Triangle and shall not be changed or amended by the merger. 4.3 Operating Agreement. The Operating Agreement of Triangle, as in effect on the Effective Date, shall continue in full force and effect as the Operating Agreement of Triangle and shall not be changed or amended by the merger. ARTICLE V GENERAL PROVISIONS 5.1 Entire Agreement. This Agreement constitutes the entire Agreement between the parties and supersedes and cancels any other agreement, representation or communication, whether oral or written, among the parties hereto relating to the transactions contemplated herein or the subject matter hereof. 5.2 Headings. The headings in the Agreement are inserted for convenience only and shall not affect in any way the meaning or interpretation of this Agreement. 5.3 Expenses. Triangle shall pay all expenses of carrying this Agreement into effect and of accomplishing the merger. 5.4 Counterparts. This Agreement may be simultaneously executed in several counterparts, each of which as executed shall be deemed to be an original; and such counterparts shall together constitute one and the same instrument. ORIGINAL RECEIVED 2 AUG 13 2007 (((H06000199152 3))) PLANNING DEPARTMENT . CITY OF CLEARWATER (((H06000199152 3))) IN WITNESS WHEREOF, the undersigned have caused this Agreement to be executed as ofthe date first written above. TRIANGLE OLD BAY HOLDINGS, LLC a Florida limited liability company By: Triangle Property Holdings, LLC Its; Managing Member By, Ron P0llaCVXfana9V9 Member GEORGIA STREET PROPERTIES, LLC a Florida limited liability company By Triangle. Old Bay Holdings, LLC Its: Sole Member By; Triangle Property Holdings, LLC Its: Managing Mem er By. Ron Pollack, Yanagi.ng Mcmber L ISLAND VIEW PROPERTIES, LLC a Florida limited liabWty company By Triangle Old Bay Holdings, LLC Its: Sole Member By: Triangle Property Holdings, LLC Its: Managing Member By: Ron Pollac .anagj&g Member MwWng Member ORIGINAL RECEIVED 3AUG 13 2007 (((H06000199152 3))) PLANNING DEPARTMENT CITY OF CLEARWATER 16771"vI (((H06000199152 3))) TRIANGLE S.A. LAND, LLC a Florida-limited liability company Ron Pollack, Manager HARRISON VILLAGE 1PRO PERTIES, LLC a Florida limited liability company By Triangle Old Bay Holdings, LLC Its: Sole Member 4 By: Triangle Property Holdings, LLC Its: Managing Member Ron P611ackjvj4apjpAKjember ORIGINAL RECEIVED AUG 13 top PLANNING DEPARTMENT CITY OF CLEARWATER (((H06000199152 3))) F-Mbit U -2 Entity. Name Changes Prepared by and return to: Thor= C. Nash; II, Esq, Macfarlane Ferguson & McMullen 625 C-Oun Street, Suite 200 (33756) P.O. Box 1669 Clearwater, FL 33757 AFFIDAVIT A,9 TO CORPORATh: NAME; STATE OF FLORIDA COUNTY OF PINELLAS BEFORE ME, the undersigned authority, personally appeared Benjamin Kugler, Managing Partner of island Vicw Properties, LLC, a Florida limited liability company (the "Affiant"), who fiat being duly swom. deposes and says: 1. That Affiant is duly authorized to make this Almdavit 2. That the Affia►n is the Managing Partner of Island View Properties, LLC, a Florida limited,I14bility company. 3. On April 29, 2004, Articles of Organization were filed with the Secretary of the State of Florida for 302 -308 N. O.aceala Properties LLC, 4. On November 12, 2004, 302 -30R N. Oscnala Properties LLC's natne was changed to Island View Properties LLC (a copy of the Articles of Amendment are attached to Eb A!Tidavit). • UNDER PENALTIES OF PERJURY, WE DECLARE THAT WE HAVE EXAMrNEO THIS CERTIFICATION AND TO Tl-IE BEST OF OUR KNOWLEDGE AND BELIEF TT IS TRUE, CORRECT AND COMPT ETE, ISLAND VIEW PROPERTIES, EI,C, a Florida limited liability company B4*u STATE OF FLORIDA OM artr ter COUNTY OF PINELLAS „d no foregoing instrument was aeknowlodged before me this j@RL day of May, 2006, by Benjamin Kugler. Managing Partner of Island Vlew Properties; -LLC, a Florida limited liability company. Persunally Known OR Produced Identification Type of Identmeation Provided — A NAME LEGIBLY PR '1' D, - TYPEWRI'1'T'EN OR STAMPED NOTARY PUBLIC. M b: Id. mlory4enlmaeenUlcluinn�elofndavitnameetumy�� doe y JEPS� �ruc -smra • �' E+�raAdA2roe �ebnicb�6�138 0ane0d Np Ae:. ORIGINAL RECEIVED AUG 13 2007 PLANNING DEPARTMENT CITY OF CLEARWATER H948002283S5 'The nmo cf this Flozida limited llabil tY Gamper is 302 � 308 N. 0scxola properdes uc I Ar6dr, Tr- no C=panys Articles of Orgaalzation were filed on April 29, 2004, Atfidgm, The'ArdcJes of Organ!22tiott of the l ini ted Liability Company are amended $o that the name of L nlited iabiGty Comte Is' $od 302 - 308 N. Osceola Properties LLC to man View Froperties, LLC •e TV. Amendtn=Adowea Tho amenftent set faftb'n thane Articles of Oxgasa on seas adopted on the date shown Wow. The undersigned ==#.ed this doc umw on the date shown below. 302 - 308 ITT Oscoola pzoperdes LLC By: by D. Stoutt as aftDmy- iA- fact for -Benjamin Kngter Nom; Baigjamjn Kugler '77ide:er Dates November 12, 2004 Ctirporat cmavans Irma ona! Inc. 941, Fourth SttW M S M1 Beau FL 33139 (305) 072 -IDBW n; C- C- H04000228396 ropy�gtx re ��r -2oas ac AUG 1312007 PLANNING DEPARTMENT CITY OF CLEARWATER r 4 � HM00226391 �' ARTICLU OF ANENDMMT The =me of this Florida [imited liability company is Oscook -Scam FropeXties LLC ���r j�, 'g of rticl a of riz$tion The CompagfS Mcles of OrgaWx dOn were filed our App 2,20K The Arfirles of Organization of the Limited I laNlity Company = emended so that the erne of the Lixnitrx! UaUllty QYaq ny is dtanged from Osceola-ion= sties LLC to HmTison Villagae I, Vpcwes, LLC The arnendmectt set forth in those Article& of Organization was adopted on the dfc Shawn below. The wdersigned aid this document on the date shown below. r..rr By- �. $I�iL � �2IO:i1Cj►�D -�Ct �f $CI�J�>X �Q$�Gt_ Name; �in er ,rlft MasAger _November 12, 2004 CorporM Cr'ead mS Intemagmral Inc 841 Fourth Sheet Mimes Beach FL 33139 (305) 872-0988 �-- H04000226391 000y"am 0 199340" Cc ORIGINAL RECEIVED AUG 13 2007 PLANNING DEPARTMENT CITY OF CLEARWATER - -= r. uuaiuua • . E .pr2oswQ38 - - 11/1F `04 I M PAQE 001100. Florid pt of stato � F;4 • • eR ! 31' '4 ' u-14 r y' e' :i r� 133 CM= LAMS PAUI 0R, PL 34669 Ma: bacu moat xmbar L04000023399 The Atk1444 of hsaaMM"t to tba AXtIalmaax of Organization four a C=2 -3CM PAMMUMIS = WM*% aha fted MA UUM to 111=111CM V1ZLAM PMERTM, MC, a Plaridaa ].ireaile:d Z.iaabl.11tp aomp=y, was Mad on, • Diovsarb0r i2, 20D4. • spina 400=4attt was elACtsvulcally re eAved and filed undo rAX MatuKt numbot r 104000U6301. i Should you bave MZy gmstiona r"ar" thila r Atter, please to lephong (e9o) 24346051, tho RegLatration Section. Jason Merrick Dacu=mt Specialist Division of Corporations 7Atum !lumbar: 204AII006492;t DMAIM of +C?oa is aaa - P.O. BM GU7 4aQ24ahanaee„ Mtlda SU14 ORIGINAL RECEIVED AUG 13 2907 PLANNING DEPARTMENT CITY OF CLEARWATER H. Tree Survey ORIGINAL RECEIVED AUG 13 2007 PLANNING DEPARTMENT CITY OF CLEARWATER BOEN'S TREE SERVICE P.O. Box 86 Ozona, Fl., 34660 -0086 Tree Inventory - Prepared for Triangle Development Inc. To: Mr. Thomas Coates, Triangle Development Inc. 4/5/2005 Re: Tree Inventory: 312 — 404 North Osceola Avenue Site overview and canopy analysis The following report is submitted by Boen's Tree Service, Inc., and includes findings that we believe are accurate based on our education, experience and knowledge in the field of Arboriculture. Boen's Tree Service has no interest personally or financially in this property and our report is factual and unbiased. This report is the property of Triangle Development Inc., and will not be given to other entities unless so directed. Site Overview and Canopy Analysis The subject property is located on a bluff that slopes down to the shoreline of Clearwater Harbor and has historically been utilized for single family homes. The site has been essentially cleared of all old growth trees and native mid -story and understory vegetation. The tree canopy is comprised of second growth native tree species typical of the bluff environment and dominated by live oak (Quercus virginiana), laurel oak (Quercus laurifolia), pignut hickory (Carya glabra) and the native sabal palm (Sabal palmetto). The invasive exotic Brazilian pepper tree (Schinus terebinthifolius) has colonized throughout the site forming dense thickets close to the shoreline. The inter -tidal zone supports a moderate population of mangroves including red mangrove (Rhizophora mangle), black mangrove (Avicennia germinans) and white mangrove (Laguncularia racemosa). The site's understory vegetation is an admixture of ornamental shrubs, grasses and vines. The site supports few high quality trees but is laden with valuable palms including picturesque mature sabal palms and two potential high quality clusters of the Senegal date palm (Phoenix reclinata). The preservation of the high quality palms should be a priority. The palms can be preserved in place or transplanted on site. The overall condition of the site trees is below average as they reflect general neglect and improper maintenance. Several trees have suffered from natural stresses including wind damage, drought, lightning and vine accumulations in the crown. In addition, numerous trees had poor form and weak structure. This site does not contain trees of the quality that would warrant major site plan modification to ensure their preservation. There are however, trees that are sufficient in health, structure and appearance that should be preserved if possible. The ultimate purpose of a tree inventory is to provide the development team a hierarchy of existing trees by identifying the trees and palms most worthy of preservation. The criteria used for evaluating individual trees are described in the following narrative. Tree Inventory Data A tree inventory is a written record of a tree's condition at the time of inspection. It is a valuable tool to prioritize tree maintenance and remove trees with problems that could lead to failure and cause personal injury or property damage. The tree inventory lists four codes and also has a comment section. The following is an explanation of the inventory data: Tree# - location - Each tree is assigned a number for reference in the inventory that corresponds with a number on the site plan that identifies the location of the tree in the field. Size — Tree size is a measure of the tree's trunk diameter measured at 4.5' above grade. If there is a fork in the trunk at that point the diameter is measured at the narrowest area below the fork Species — Each tree is listed by its common and botanical name the first time it is listed in the inventory. For simplicity the tree is listed by its common name thereafter. Condition Ratine — The condition rating is an assessment of the tree's overall structural strength and systemic health. Elements of structure include: 1) .the presence of cavities, decayed wood, split, cracked, rubbing branches etc., 2) branch arrangements and attachments, i.e., well spaced vs. several branches emanating from the same area on the trunk, codominant stems vs. single leader trunk, presence of branch collars vs. included bark Elements of systemic health relate to the tree's overall energy system measured by net photosynthesis (food made) vs. respiration (food used). A tree with good systemic health will have a vascular system that moves water, nutrients and photosynthate around the tree as needed. Indicators of a healthy systemic system used in the overall condition rating include: 1) live crown ratio (the amount of live crown a tree has relative to its mass), 2) crown density (density of the foliage), 3) tip growth (shoot elongation is a sign that the tree is making and storing energy. The overall condition rating also takes into consideration the species, appearance and any unique features. The rating scale is 0 -6 with 0 being a dead tree and 6 a specimen. Increments of 0.5 are used to increase accuracy. Examples of the tree rating system are as follows: 0- A dead tree 1- A tree that is dying, severely declining, hazardous, harboring a communicable disease or a tree designated by the State of Florida's Exotic Pest Plant Council as a category #1 ecological pest i.e., Brazilian pepper tree (Schinus terebinthifolius). A tree with a rating of 1 should GR1%Med as it is beyond treatment and is a threat to cause personal injury or property damage. RECEIVED AUG 13 2007 PLANNING DEPARTMENT CITY OF CLEARWATER 2 — A tree exhibiting serious structural defects such as codominant stems with included bark at or ,._ar the base, large cavities, large areas of decayed wood, crown dieback, cracked/split scaffold branches etc. In addition, a tree with health issues such as low energy, low live crown ratio, serious disease or insect problems, nutritional deficiencies or soil pH problems. A tree with a rating of #2 should be removed unless the problem(s) can be treated. A tree with a #2 condition rating will typically require a considerable amount of maintenance to qualify for an upgrade of the condition rating. 3- A tree with average structure and systemic health and with problems that can be corrected with moderate maintenance. A tree with a codominant stem not in the basal area that will be subordinated or cabled and braced or a codominant stem that will soon have included bark can be included as a #3. A tree with a rating of #3 has average appearance, crown density and live crown ratio and should be preserved if possible. 4- A tree with a rating of 4 has good structure and systemic health with minor problems that can be easily corrected with minor maintenance. The tree should have an attractive appearance and be essentially free of any debilitating disease or insect problem. The tree should also have above average crown density and live crown ratio. Mature trees exhibiting scars, old wounds, small cavities or other problems that are not debilitating can be included in this group particularly if they possess unique form or other aesthetic amenities relating to their age. A tree with a rating of 4 is valuable to the property and should be preserved. 5 — A tree with very high live crown ratio and exceptional structure and systemic health and virtually free of insect or disease problems or nutritional deficiencies. A tree in this category should have a balanced crown with exceptional aesthetic amenities. A tree in this category should be of a species that possesses characteristics inherent to longevity and withstanding construction impacts. A tree with a #5 rating lends considerable value to the site and should be incorporated into the site design. A tree with a #5 rating is worthy of significant site plan modification to ensure its preservation. 6 — A specimen tree. A specimen tree is a tree that possesses a combination of superior qualities in regards to systemic health, structural strength, crown density, live crown ratio, form (balanced crown), overall aesthetic appeal, size, species, age and uniqueness. A great effort should be made to preserve a specimen tree including shifting structures that would adversely impact the tree. In addition, a specimen tree should have an undisturbed area equal to its dripline (equal to the branch spread) to grow in. Only an experienced and competent International Society of Arboriculture (I.S.A.) Certified Arborist should be allowed work on a specimen tree. Comments: The comment section serves to note observations relative to the tree but not covered in the inventory data or expands on information in the inventory data It may include maintenance recommendations to improve the tree's overall condition rating. It may also have recommendations on whether to remove or preserve a tree. NOTE: A tree inventory is typically valid for 3 -5 years. However, events such as drought, lightning, mechanical root damage, freeze, improper maintenance and severe storms can downgrade the rating value of a tree. Conversely, remedial maintenance can upgrade the value. If you suspect that a tree has been adversely affected have the tree inspected by a qualified International Society of Arboriculture (ISA) Certified Arborist. * * * * * * * * * * * * ** NOTE: This inventory was performed on March 29 & 30 and at that time deciduous trees such as the pignut hickory (Carya glabra) had no foliage present and trees such as the evergreen live oak (Quercus virginiana) and semi - evergreen laurel oak (Quercus laurifolia)trees were in flower (catkins) and had very little foliage present. The systemic health and live crown ratio was determined by the presence and concentration of flowers and leaf buds. * * * * * * * * * * * * * * * * ** Tree Inventory Tree# Size Species . Rating Crown Spread 30" red bay (Persea borbonia.) 2.0 Comments: This tree's crown is composed of four large scaffold branches two of which have severe dieback and large dead wood and will need to be removed. The deadwood is over the public sidewalk and constitutes a hazard. The tree is in an overall state of decline and should be removed. 12" podocarpus (Podocarpus macrophyllus) 3.0 6' radius Comments: This tree has a codominant stem with included bark in the upper crown but it is not considered a hazard in this species. This tree has an attractive crown and could be preserved. ORIGIN4 3 9" laurel oak (Quercus laurifolia) 3.0 13'N, 12'S, 15'E, 14'W RECEIVED Comments: AUG 13 1007 4 4 ", 5" arborvitae (Thuja orientalis) 2.0 PLANNING DEPARTMENT CITY OF CLEARWATER Comments: This tree is growing between the steps of the house's porch and has no crown on the west side. The tree has very poor aesthetic appeal. NOTE: All tree species identified as invasive exotic trees on the category #1 list published by the Florida Exotic Pest Plant Council will be given a rating of 1.5 or less and recommended for removal. 5 8" camphor (Cinnamomum camphora) 1.5 Comments: Invasive exotic. 6 10" laurel oak 3.0 10'N, 7'S, 9'E, 12'W Comments: n/a 7 8" laurel oak 2.5 Comments: This tree has a mistletoe infestation on two branches and has flush cuts on the trunk that will cause decay. This tree also has a codominant stem in the scaffold branches of the crown that down grades the tree. Recommend removal. *8 6' Canary Island palm (Phoenix canariensis) 3.0 Comments: *This palm is not protected by City code as it has less than 10' of clear trunk. However, it is healthy and could be utilized in the site landscaping and if maintained properly will evolve into a good palm. This palm could be preserved in place or transplanted on site. 9 12' C.T. sabal palm (Sabal palmetto) 3.0 6' radius 10 13' C.T. queen palm (Syagrus romanzoffiana) 3.5 6' radius Comments: 11 39" live oak (Quercus virginiana) 3.5 20'N, 40'S, 33'E, 21'W Comments: n/a 12 4" pignut hickory (Carya glabra) 2.5 Comments: This tree is young and healthy but is growing directly into the lateral branches of tree #11 and has no where for the crown to grow. 13 6" • hickory 2.0 Comments: The crown of this tree has been smothered by vines and the live crown ratio is very low. 14 40" strangler fig (Ficus aurea) 1.5 Comments: This native ficus tree is a menace to properties as it can reach a width of 90' and produce massive surface roots that damage pavements and other structures. Recommend removal. 15 18' C.T. sabal palm 3.5 6' radius Comments: n/a 16 15' C.T. sabal palm 4.0 6' radius Comments: n/a 17 20' C.T. sabal palm 3.5 6' radius ORIGINAL RECEIVED Comments: n/a AUG 13 zoos 18 7" camphor 1.5 PLANNING DEPARTMENT Comments: category #1 invasive exotic CITY OF CLWWATER 19 28" live oak 3.0 30'N, 25'S, 35'W, WE Comments: This tree has a sound trunk, root flare and very good overall structure. The down grading factor of this tree is the below average live crown ratio and twig dieback. It is difficult to pinpoint the source of the dieback but it could be a combination of root loss, wind damage from last year's severe storms and a vine infestation. Even minimal impact to the root system from new construction will adversely affect this tree. This tree is only recommended for preservation if a rooting area equal to the dripline formula can be provided. This tree's crown is one -sided to the west. 20 16' C.T. sabal palm 4.5 6' radius Comments: n/a 21 7 ", 7 ", 6 ", 6 ", 5 ", 4 ", 4" laurel oak 1.0 Comments: This tree has seven stems that emerge from a single trunk and they are all codominant to one another 1' above grade. This type of attachment is a prescription for future failure and cannot be corrected through pruning. The tree has very good systemic health but the structure is severe, recommend removal. 22 14' C.T. sabal palm 5.0 6' radius Comments: This palm is at the shoreline and has a sweeping trunk. It would provide high aesthetic value. Recommend preservation. 23 13' C.T, sabal palm 5.0 6' radius Comments: See comment for #22. 24 10' C.T. sabal palm 2.5 Comments: This palm has a trunk restriction 7' above grade and the crown has been impacted by Brazilian pepper trees. This palm could be preserved however and the condition should improve when the pepper trees are removed. 25* < 10' C.T. cluster Senegal date palm (Phoenix reclinata) n/a Comments: This palm cluster does not have a stem with at least 10' of clear trunk and therefore is not protected by city code. However, it is identified in the inventory because it is healthy and has high aesthetic appeal and commercial value. The palm has not been pruned but once pruned and maintained properly should evolve into a landscape centerpiece. 26 28" live oak 3.0 20'N, 30'S, 24'E, 26'W Comments: This tree is covered with vines. The structure is above average but the down grading factor is the below average live crown ratio. The crown has dieback and deadwood but if pruned will improve in appearance. Recommend preservation only if a rooting area equal to the dripline formula is provided. ORIGINAL 27 10' C.T. Saba] palm 3.0 6' radius RECEIVED Comments: n/a 28 20" red bay 3.5 30'N, 34'S, 28'E, 0'W AUS 13 2007 `Ur NNINC DEPARTMENT °1. 0y OF CLEARWATER Comments: A one -sided tree that needs pruning to improve the appearance. It has good structure and above average live crown ratio. 29 12" laurel oak 3.0 0'N, 15 "S, 10'E, 12'S Comments: This tree has a one -sided crown with very good live crown ratio and overall structure. The trunk is growing 6" from a sabal palm and 2' from an oak to the north. If the sabal palm and oak tree were removed this tree would evolve into a good tree. 30 26' C.T. sabal palm 3.0 6' radius Comments: This palm is downgraded because it is growing against an oak tree trunk for 5' above grade. It cannot be transplanted and will likely be injured when the oak is removed. However, if the oak is removed very carefully this palm could stay and would be upgraded as it is a beautiful palm. 31 18" laurel oak 2.5 Comments: This tree is growing in competition with tree #29 and palm #30. The palm is actually growing against the trunk and causing a slight indentation. This tree has below average upper crown structure and poor form and is downgraded accordingly. If this tree is carefully removed the palm could be preserved. 32 cluster ear tree (Enterolobium cyclocarpa) 0.5 Comments: This exotic tree species is highly undesirable as the wood is very brittle and it shears readily in high winds. In addition, the ear tree has weak roots and is prone to uplift completely during severe weather. Recommend removal. 33 27" hickory 4.5 25'N, 21'S, 24'E, 30'W Comments: This tree was completely bare when it was assessed however, it had an extremely high concentration of leaf buds indicating high live crown ratio. The overall structure is very good. The tree needs pruning to remove stubs and minor deadwood. Recommend preservation. 34 14" cherry laurel (Prunus caroliniana) 1.5 Comments: This tree has decay in the trunk and upper scaffold branches. It is in an overall state of decline and should be removed. 35 4" citrus (Citrus spp.) 1.0 Comments: This tree has a fungus disease that is causing decline. It is irreversible and the tree needs to be removed. 36 20' C.T. queen palm 3.0 6' radius Comments: n/a 37 23" laurel oak 1.0 Comments: This tree has a large cavity in the main crotch that has weakened the crotch and predisposed it to failure. The tree is a hazard and a threat to fail. Remove as soon as possible. 38 8" camphor 1.5 Comments: Category #1 invasive exotic 39 10' C.T. sabal palm 3.0 6' radius Comments: n/a 40 12" laurel oak 3.0 15'N, 13'S, 15'E, 14'W Comments: This tree has a symmetrical crown with above average overall structure. The live crown ratio is good. This tree could evolve into a good tree if preserved and maintained properly. 41 10" Chinaberry (Melia azedarach) 0.5 Comments: This tree has very poor form and structure as it has been topped. In addition, it is a category #1 invasive exotic. Recommend removal. 42 5" chinaberry 0.5 Comments: category #1 invasive exotic 43 6" red bay 2.0 Comments: This tree has very poor structure and form. Recommend removal. 44 25' C.T. queen palm 4.0 6' radius Comments: This palm is a very good palm but is growing 2' from the existing house and will need to be protected during demolition if the palm is to be preserved. 45 <10' C.T. Canary Island palm n/a Comments: This palm has only 4' of clear trunk and as such is not protected by city code. However, it has a beautiful crown and could be preserved in place or moved on site. Recommend preservation. 46 12' C.T. sabal palm 3.5 6' radius Comments: This palm is growing against the foundation of the house and will be very hard to preserve. ORIGINAL RECEIVED 47 20' C.T. sabal palm 3.5 6' radius Comments: n/a AUG 13 1007 PLANNING DEPARTMENT 48 27" live oak 4.0 45'N, 42'S, 25'E, 45'W CITY OF CLEARWATER Comments: This tree has a good root flare and trunk. In addition, it has good form and structure in the upper crown. The most downgrading factor is that large diameter branches have been stubbed off on the east side due to the presence of utility wires. The stubs need to be removed. However, this is a very good overall tree. Recommend preservation. 49 12" cherry laurel 2.5 Comments: This tree is starting to show dieback in the crown and it has a damaging girdling root at the base. 50 8" cherry laurel 2.0 Continents: This tree has a one -sided crown and is starting to dieback. In addition, it has a large wound on the trunk. 51 14" live oak 3.0 20'N, 18'S, 25'E, 0'W Comments: This tree has below average structure and form. The tree is rated 3.0 because it is systemically healthy and could evolve into a good tree if preserved and maintained properly. 52 20' C.T. sabal palm 5.0 6' radius Continents: n/a 53 11' C.T. sabal palm 3.0 6' radius Comments: n/a 54 17" red bay 2.0 Comments: This tree has poor form and structure and has several broken branches in the crown. 55 6" laurel oak 2.5 Comments: This tree is downgraded because it has very poor form. 56 4" cherry laurel 2.0 Comments: The top has been broken out of this tree and it needs to be removed. 57 7" cherry laurel 1.5 Comments: The crown of this tree is bent over due to the overhead canopy of adjacent trees. The tree has poor form and structure. 58 8" cherry laurel 2.0 Comments: This tree has poor form and structure. 59 9" cherry laurel 2.0 Comments: This tree has poor form and structure and dieback in the crown. 60 12" cherry laurel 0.0 Comments: dead tree 61 4" cherry laurel 1.0 Comments: This tree has very poor overall form and structure. 62 11" cherry laurel 1.5 Comments. This tree has a codominant in the main fork and very poor form. 63 20 ", 10 ", 6" red bay 1.5 Comments: This tree was shown on the survey as a 13" tree but is actually 28" diameter at the base and 36" in diameter at 4.5' above grade. The 10" diameter leader has a large vertical crack and it will have to be removed. The remainder of the tree has very poor structure. Recommend removal. 64 4" red bay 1.5 ORIGINAL RECEIVED Comments: This tree has very poor form as it bends beneath the canopy of an adjacent tree. 65 12" chinaberry 1.0 AUG 13 2007 PLANNING DEPARTMENT CITY OF CLEARWATER Comments: This tree is a category #1 invasive exotic species and an overall noxious tree. Recommend removal. 66 5 ", 5 ", 6" red bay 1.5 Comments: This tree is tri- dominant at the base and has very poor overall structure and form. 67 911, 11" laurel oak 2.0 Comments: This tree has a severe codominant attachment with included bark 1' above grade. Recommend removal. 68 11' C.T. sabal palm 3.0 6' radius Comments: n/a 69 24' C.T. sabal palm 4.0 6' radius Comments: This tree is very attractive but needs vines removed from trunk if it is preserved. 70 8" hickory 2.5 Comments: This tree has a one -sided crown growing to the southeast. It has a codominant stem with included bark 6' above grade in two scaffold branches. 71 23' C.T. sabal palm 5.0 6' radius Comments: This palm is exceptionally attractive and healthy. It is located on the slope of the bluff and could be preserved in place or transplanted on site. Recommend preservation. 72 22' C.T. sabal palm 5.0 6' radius Comments: This palm has a superb crown and should be preserved or transplanted on site. 73 11", 6" camphor 1.5 Comments: This tree has poor form, dieback, a codominant stem and is a category #1 invasive exotic species. 74 29" live oak 3.5 0'N, 50'S, 0'E, 42'W Comments: This tree has a sound trunk and root flare. The overall structure is exceptional and live crown ratio is above average. The form is slightly below average as it is essentially a one -sided tree. 75 7 -stems >10' Senegal date palm cluster 5.0 12' radius Comments: The Senegal date palm (Phoenix reclinata) is extremely valuable as a landscape feature. This cluster has seven stems with over 10' of clear trunk and several others of various sizes. The palm has not been pruned for an extremely long time and presently presents a shabby appearance. However, once pruned it will be striking. It is located at the toe of the slope and could be preserved in place if it is not in conflict with the site development. Otherwise the palm should be transplanted on site if feasible. Recommend consulting with a palm broker. 76 30' C.T. sabal palm 5.0 6' radius Comments: This palm has an attractive curve to the west. There is a branch from a nearby oak tree that is rubbing the crown. This branch should be removed if the palm is preserved. 77 17" red bay 0.5 Comments: This tree has a 12" diameter dead stem and the remainder of the tree is in decline. This tree is a hazard, recommend removal. 78 4 —stems >10' Senegal date palm cluster 4.5 12' radius Comments: This palm cluster is located by the shoreline in an area where it should be able to be preserved. It will make a beautiful landscape feature if pruned properly. Recommend preservation. 79 20" C.T. sabal palm 4.5 6' radius ORIGINAL Comments: This palm is located by the shoreline and is a beautiful palm. Recommend preservation. RECEIVED 80 12' C.T. sabal palm 3.0 6' radius AUG 13 2007 PLANNING DEPARTMENT CITY OF CLEARWATER Comments: n/a 81 32' C.T. sabal palm 5.0 6' radius Comments: This palm would be a specimen except for a few small wounds on the trunk. Recommend preservation. 82 12' C.T. sabal palm 4.0 6' radius Comments: n/a 83 20' C.T. sabal palm 5.0 6' radius Comments: This palm has an attractive trunk that curves to the east and then back to the west. Recommend preservation. 84 8" camphor 1.5 Comments: This tree is covered with vines and has poor form. It is also a category #1 invasive exotic. Recommend removal. 85 4" laurel oak 0.5 Comments: The crown of this tree was blown off in the storm. Recommend removal. 86 6" hickory 2.5 Comments: This tree has suffered storm damage to the crown on the south side and the crown is saturated with vines. Recommend removal. 87 8" hickory 3.5 10'N, 5'S, WE, 15'W Comments: This tree has a straight trunk with good overall structure. The live crown ratio is above average. The form is irregular which downgrades the tree's value. If this tree is preserved and maintained properly it will evolve into a good tree. Recommend preservation. 88 10" hickory 0.5 Comments: The top of this tree has suffered irreparable damage. Recommend removal. 89 30' C.T. sabal palm 5.5 6' radius Comments: A near specimen quality palm. It is picturesque. There are a few blemishes on the trunk that downgrade this palm. Recommend preservation. 90 30' C.T. sabal palm 5.0 6' radius Comments: This palm has an attractive curve in the trunk. This palm if preserved with #89 would make an attractive feature. If they are in the way of new construction recommend transplanting on site. 91 20' C.T. sabal palm 4.5 6' radius Comments: A beautiful palm, recommend preservation. 92 4" hickory 2.5 Comments: This tree has poor form and is covered with vines. 93 12' C.T. cabal palm 3.5 6' radius Comments: A good palm, recommend preservation. 94 10' C.T. cabal palm 3.5 6' radius Comments: A good palm, recommend preservation. 95 11' C.T. sabal palm 3.0 6' radius ORIGINAL RECEIVED Comments: n/a 96 6" cherry laurel 2.0 AUG 13 2007 PLANNING DEPARTMENT CITY OF CLEARWATER . Comments: This tree has below average form and structure. 97 11" hickory 4.5 15'N, 15' S, 15'E, 15'W Comments: This tree has a sound trunk and root flare and good overall structure. The form is basically symmetrical and the live crown ratio is very good. Recommend preservation. 98 20' C.T. queen palm 2.5 Comments: This palm has a beautiful crown but has a large decayed area on the north side of the trunk that is a significant down grade. 99 10' C.T. queen palm 2.5 Comments: This palm has wires wrapped around the trunk and an anemic trunk. 100 14" laurel oak 2.5 Comments: This tree has a codominant stem 7' above grade that has included bark. It has a bulge at the fork indicating interior wounding. This tree also has a minor mistletoe infestation. Recommend removal. 101 16 ", 15 ", 15 ", 8" hickory 2.0 Comments: This tree is downgraded because of the severe codominant attachment at the base of the three large codominant stems. The 16" diameter stem is severely included to one of the 15" diameter stems. The two 15" stems have connective tissue between the stems but there is some decay in the crotch. There is also a girdling root that is causing a problem. The upper crown structure is very good and the live crown ratio is superb. The form is also exceptionally good and the tree has high aesthetic value. However, the codominant situation in the base is a major concern as this type of a situation can lead to dramatic failure. If the tree was braced with rods its condition would be upgraded however, this procedure is relatively expensive. This tree may be in the public right of way, if so check with the City of Clearwater's Urban Forestry Division (562 -4950) to inquire if they would be willing to perform cabling and bracing on this tree. Recommend removal if this tree is not secured by cabling and bracing. 102 23" laurel oak 3.5 25'N, 22'S, 20'E, 14'W Comments: This tree has good upper crown structure and above average live crown ratio. The tree has a cavity 8' above grade but the tree should solve this wound. The overall form is good and this tree will evolve into a good tree if preserved. Recommend preservation. 103 21' C.T. sabal palm 5.0 6' radius Comments: This palm is almost a specimen. Recommend preservation. 104 18' C.T. sabal palm 5.0 6' radius Comments: This palm has a beautiful crown and an almost flawless trunk 105 21' C.T. sabal palm 4.5 6' radius Comments: A very good palm. 106 20' C.T. sabal palm 4.5 6' radius Comments: A very good palm. 107 19' C.T. sabal palm 4.0 6' radius ORIGINAL RECEIVED Comments: A very good palm. AUG 13 2007 108 14' C.T. sabal palm 3.5 6' radius PLANNING DEPARTMENT Comments: A good palm. CITY OF CLEARWATER 109 18" laurel oak 2.5 Comments: This tree has two large branches that are rubbing against each other causing a wound. The tree has a large trunk canker on the west side. The main fork has poor structure. The upper crown structure has mostly epicormic growth likely from topping or storm damage a long time ago. The live crown ratio is very good. Recommend removal. 110 15' C.T. sabal palm 3.5 6' radius Y Comments: A good palm. 111 15' C.T. sabal palm 4.0 6' radius Comments: A very good palm. 112 20' C.T. sabal palm 4.5 6' radius Comments: A very good palm. 113 17' C.T. sabal palm 4.5 6' radius Comments: A very good palm. 114 20' C.T. sabal palm 3.5 6' radius Comments: A good palm. 115 16' C.T. sabal palm 4.5 6' radius Comments: A very good palm. 116 . 20' C.T, sabal palm 5.0' 6' radius Comments: A superb palm. 117 ' 20' C.T. sabal palm 5.0 6' radius Comments: A superb palm. 118 19' C.T. sabal palm 4.5 6' radius Comments: A very good palm. 119 20' C.T. sabal palm 4.5 6' radius Comments: A very good palm. 120 24' C.T. sabal palm 4.5 6' radius Comments: A very good palm. 121 13" laurel oak 2.5 Comments: This tree is growing next to a laurel oak tree, #122, and is codominant at the base with that tree. The two trees are fused together at the root collar. The upper crown structure and live crown ratio are average. 122 10" laurel oak . 2.0 Comments: This tree is attached at the base to tree #121 which downgrades the tree's overall condition. In addition, it has poor form and is covered with vines. 123 12" camphor 1.5 Comments: This tree is diseased, has deadwood and is a category #1 invasive exotic species. Recommend removal. 124 18' C.T. sabal palm 3.5 6' radius Comments: A good palm. 125 14' C.T. cabal palm 2.5 Comments: This palm is covered with vines and Brazilian pepper trees. If the vines and peppers trees are removed it will evolve into a good palm. 126 5" laurel oak 3.0 7'N, 7'S, 7'E, 5'W ORIGINAL RECEIVED AUG 13 2007 PLANNING DEPARTMENT CITY OF CLEARWATER Comments: This tree has average structure and form. The live crown ratio is above average. It is surrounded by pepper trees. If they are removed the tree will evolve into a good tree. Note: Tree's #127 & 128 appear just south of the property line of 312 N. Osceola Avenue and may have been inventoried in the previous tree inventory for the property south of 312 N. Osceola. If this determination is made the trees will be removed from the survey to avoid incorrect assessments in the tree mitigation process. 127 17' C.T. sabal palm 3.5 6' radius Comments: A very good palm. 128 16" laurel oak 3.5 15'N, 24'S, 12 "E, 18'W Comments: This tree has very good upper crown structure and a high live crown ratio. The crown is somewhat one -sided to the south but is attractive. The tree has a palm growing into its base that has caused a slight indentation but it is not at all debilitating. 129 25" live oak 3.5 40'N, 37'S, 25'E, 30'W Comments: This tree was not located on the original tree survey but was field located and the location has been identified on that survey. It will appear on the revised tree survey. This tree has average live crown ratio and good overall structure. It has a vase shaped crown and needs pruning to remove minor deadwood and heavy moss accumulations. Recommend preservation. ORIGINAL RECEIVED AUG 13 2007 PLANNING DEPARTMENT CITY OF CLEARWATER L. Fire Flow Calculations ORIGINAL RECEIVED AUG 13 2007 PLANNING DEPARTMENT CITY OF CLEARWATER 4 dearwater u Clearwater Fire & Rescue 610 Franklin Street- Clearwater, Florida 33756 Public Works Administration - Engineering Department 100 S. Myrtle Avenue, Suite 200 - Clearwater, Florida 33756 FIRE F10VllY8� 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 permitsfor new building construction, building expansion orfire hydrantswill be issued by the City of Clearwater. Information and design must comply with Florida 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: 1SLP,Nb VIEW 4kr'(ZirVw V) LL. P�r (a E Project Address 4-os JjoIR % r-opT i4p�,p.R.1SoN GENERAL WATER SYSTEM INFORMATION Location of Nearest Fire Hydrant 405 woR,i� f-oRr Hydrant #: 21 6� Size of WaterMain Supplying Fire Flow: g Looped System or Dead End Water Main?- Loop Static: J psi Residual: 47 psi Pitot: 45 psi Flow: 113b gpm Distance of Test Gauges Relative to the Base of the Riser. Horizontal Zoo Ft. Vertical Elevation O Ft. Hydrant Test Conducted by: 61-T Of GLC- *.VJ61 L* (Include /Attach Copy of Actual Test Sheet) NFPA,+%Z4RD_.CLASS1FI,OATION Area # Classffrcation Description of Hazard Piotected (ComrnodityDescription, Storage Height and Arrangement if applicable): Attac h A dditional She ets if Necess ary b31bM�1, W/3{�y1216d3Q gdo �)d Page 1 of 3 zoo' � j 9nv ftlg b0 L. ` DESIGN PARAMETERS Area # System Type 6 WET Gayb0 WfT Attach Additional Sheets if Necessary Area (sq. ft.) 0500 4 ►mss Density (gprWft) 0.15 0.10 Inside Hose (gpm) Outside Hose,(gpm) 25o 100 Total Needed Fire Flow (N.F.F.) 1000 Is Existing System Supply Sufficient to Meet N.F.F. Above? No Yes CODES AND STANDARDS. System Corrponent Applicable NFPA Standard /Year Edition and OtherApplicable Codes or Statutes NFPN 13 2002- C-tI,T aw Attach Additional Sheets if Necessary If Project Includes Fire Pump, Supplythe Following: Fire Pump Infoirnation: Pump Capacity: 1000 gpm Churn Pressure: Rated Pressure: 1-70 psi Pressure @ 150% Flow: On -Site Storage Tank Capacity ( ?): NO N Ir PREPARERI SPECIFIER INFORMATION PreparerName: bALE A. ZACIV_ Company Name: W Qt�x W amp 0, L 13A C. rlL Mailing Address: (p4 L$ 66mm6 *..6 rg, .K hp. . City: FDR r W►�w State: F% -okDA Zip 33 94o(o Phone: 239- 454-5511 Fax: 239- 4Y4-5,4o% .E. Seal Page of 3 23 8 psi 110.5 psi ORIGINAL RECEIVED AUG 13 2007 PLANNING DEPARTMENT CITY OF CLEARWATER — 4 5ITIONAL INFORMATION- Rt%tUIRED 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 arty 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 addition to the hydrant that is required for f irefighting purposes that is to be within 300 f eet of building, as the hose lays, and on the some side of the street as the project 3. Provide and show on the plan a minimum 304 cot turning radius for emergency vehicle ingress and egress at all entrances and exits. 4. Prov ide and show on the site plan 24 f eet of width at driveway s / drive aisles for emergency v ehicle ingress and egress for front and rear parking lots. Where driveways are split by an island with one -way traffic, each side of the island shall provide and show on the site plan 20f eet of width at the driveways on each side of the island 5. Prov ide a Fire Department access roadway (with tum- around, Y, T or cul -de -sac) in accordance with NFPA 1. A Fire Department access roadway must have 244 cot clear width and 14 -f oot vertical clearance, and be capable of supporting the weight of Fire Department vehicles (80,0001bs� ORIGINAL RECEIVED AUG 13 2007 PLANNING DEPARTMENT CITY OF CLEARWATER Page 3 of 3 u Clearwater° fire &Rescue Ytdrrlfnistratfun- Engineerin9 Diapairimenf FIre,Flow'amf iNariisfieet.......,,,...'.... hralac2iiwmx, r r� 1 ►VIrY 1L ' t7 i Tit. t Z . tF'atan t r _. ..._........, _....... TOTAL NEEDED FlRE:F).W(N,FFF;)?_ GPM; rSE7QSTING SYSTEMSIl**C s.If,FFtC1ENT MEET KF.F ABOVE? No, �' YES. ORIGINAL RECEIVED AUG 13 2007 PLANNING DEPARTMENT CITY OF CLEARWATER 1p .s' is ..... _....... TOTAL NEEDED FlRE:F).W(N,FFF;)?_ GPM; rSE7QSTING SYSTEMSIl**C s.If,FFtC1ENT MEET KF.F ABOVE? No, �' YES. ORIGINAL RECEIVED AUG 13 2007 PLANNING DEPARTMENT CITY OF CLEARWATER ISLAND VIEWIHARRISON VILLAGE STORMWATER NARRATIVE The stormwater system associated with this project is divided into two systems. The first system is the private stormwater conveyance and treatment system serving the on -site project. Stormwater runoff from the Harrison Village parcel and the Island View parcel are conveyed by an underground pipe system to the proposed normally dry treatment pond located in the southwest corner of the project. The stormwater pond is designed to treat the first 3/4" of runoff from the site and percolate into the ground. A control structure elevation of 6.8855 ft aiiows stormwater runoff in excess of the treatment volume to discharge thru the control structure into Clearwater Bay. The second system is the public stormwater system designed to convey the runoff from the relocated Osceola Drive and Ft. Harrison Ave. to the existing collection system in Jones Street. The stormwater is conveyed by an underground piping system connecting to the existing conveyance system. The stormwater treatment calculations are located on the grading and drainage plan within the site plan submittal package. ORVDIR PlE'a, JUL 0 2 2001 ?IAj N %mo7rJn nAF 1ENT 01W Or, CLEAVVATER CC, tire • • 0. ` �sO a� ,Yt! • 7/3/2007 Receipt #: 1200700000000005738 9:56:57AM �= Date: 07/03/2007 r Line Items: Case No Tran Code Description Revenue Account No Amount Paid FLD2007 -07025 Fire - Prelim Site Plan 010 - 342501 200.00 Line Item Total: $200.00 Payments: Method Payer Initials Check No Confirm No How Received Amount Paid Check TRIANGLE OLD BAY HOLDINGS R_D 3134+ - LLC In Person Payment Total: ORIGIN F. . . 0 2��€ PLANNING 0, EF* yw, E CITY OF CLEi;RWATro THIS IS NOT A PERMIT. This is a receipt for an application for a permit. This application will be reviewed and you will be notified as to the outcome of the application. Page 1 of I 11 11 $200.00 cReceipt.rpt Sk pta 7/2/2007 •'�` Receipt #: 1200700000000005689 11:42:14AM p �= Date: 07/02/2007 r Line Items: Case No Tran Code Description Revenue Account No Amount Paid FLD2007 -07025 04 Flexible Commercial 010- 341262 1,205.00 Line Item Total: $1,205.00 Payments: Method Payer Initials Check No Confirm No How Received Amount Paid Check TRIANGLE OLD BAY HOLDINGS R_D 3133 LLC In Person 1,205.00 Payment Total: $1,205.00 'ORIGINAL. RECIVIDD " 02 2007 PLANNiNO OffAWMEN CITY OF OLEn' RWATEP THIS IS NOT A PERMIT. This is a receipt for an application for a permit. This application will be reviewed and you will be notified as to the outcome of the application. cReceipt.rpt Page 1 of 1 S�ptwo� 7/3/2007 Receipt #: 1200700000000005739 9:57:47AM �= Date: 07/03/2007 r Line Items: Case No Tran Code Description Revenue Account No Amount Paid DVA2007 -00003 Development Agreement Fee 010- 341262 500.00 Line Item Total: $500.00 Payments: Method Payer Initials Check No Confirm No How Received Amount Paid Check ` TRIANGLE OLD BAY HOLDINGS R_D 3135. In Person 500.00 LLC Payment Total: $500.00 �5. 0 Z 2001 PLpJ KING APTMEN' CITY OF CLEARWAIR THIS IS NOT A PERMIT. This is a receipt for an application for a permit. This application will be reviewed and you will be notified as to the outcome of the application. Page 1 of 1 cReceipt.rpt CITY MANAGER February 20, 2008 CITY OF CLEARWATER POST OFFICE BOX 4748, CLEARWATER, FLORIDA 33758 -4748 CITY HALL, 112 SOUTH OSCEOLA AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 562 -4040 FAx (727) 562 -4052 E.D. Armstrong, Esq. Johnson, Pope, Bokor, Ruppel & Burns, PA 911 Chestnut Street Clearwater, FL 33756 Re: Triangle Development Dear Ed: Lt L =_.; FEB 22 � I - �r l / rt_or y 01 r _- .i I have reviewed your letter of February 13, 2008 in which Triangle requests an extension of its obligations and time frames under the Development Agreement pursuant to §11.2.2 Unavoidable Delay. Triangle alleges "economic recession" as the basic for the unavoidable delay T have reviewed the articles that you attached citing Merrill Lynch economist David Rosenberg for the proposition that January was the "first month of a recession," and an article in which Goldman Sachs states it expects a recession this year. After consulting with the Finance Director and the City Attorney, and reviewing the information available on the Internet and from National Bureau of Economic Research, I conclude that there is currently insufficient evidence to support your conclusion that we are in an "economic recession." Therefore, your request for a tolling of Triangle's obligations under the Development Agreement is denied. . Sincerely, 6 • 44� -..� Z 41'1&am B. Horne II City Manager Cc: Pam Akin, Clearwater City Attorney Margie Simmons, Clearwater Finance Director FRANK HIBB.ARD, MAYOR _JOHN DORAN, COUNCIID1EMM GEORGE CRETEKOS, COUNCILIMENIBER PAUL GIBSON, COUNCIIAUMBER CARLEN A. PETERSEN, COUNCIL b1EMBER � i r c , 4 PLANNING DEPARTMENT September 18, 2007 Mr. Thomas Coates 305 N. Ft. Harrison Avenue Clearwater, Florida 33755 CITY OF CLEARWATER POST OFFICE BOX 4748, CLEARWATER, FLORIDA 33758 -4748 MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 562 -4567 FAx (727) 562 -4865 Re: FLD2007 -07025 — 410 N. Ft. Harrison Avenue Dear Mr. Coates: This letter constitutes a Development Order pursuant to Section 4- 206.D.6 of the Community Development Code. On September 18, 2007, the Community Development Board (CDB) reviewed your Flexible Development application for a mixed -use development within the Downtown (D) District consisting of 358 attached dwellings and 13,2.35 square feet of non - residential floor area with increases in height to 48 feet (east side) and 180 feet (west side) as a Comprehensive Infill Redevelopment Project as per Section 2 -903.0 of the Community Development Code. The CDB APPROVED. the application with conditions based upon the following findings of fact and conclusions of law. Findings of Fact: L. That the 5.18 acre subject property is generally located on the west side of North Fort Harrison Avenue and bounded by Jones Street to the south, Georgia Street to the north and Clearwater Harbor to the west; 2. That the property is located within the Downtown (D) District and the Central Business District (CBD) and Preservation (P) Future Land Use Plan categories; 3. That the portion of the subject property (0.2 acres) located within the Preservation (P) Future Land Use Plan category does not generate density; 4. That the development proposal is subject to the requirements of the Clearwater Downtown Redevelopment Plan and the Design Guidelines contained therein as the property is located within the Old Bay character district; 5. That the development proposal is compatible with the surrounding area and will enhance other redevelopment efforts; and 6. That there is no outstanding Code Enforcement issue associated with the subject property. Conclusions of Law: 1. That the proposed use of 109 attached dwellings and 13,235 square feet of non - residential floor area from the Public Amenities Incentive Pool is consistent with the provisions of the Clearwater Downtown Redevelopment Plan; 2. That the proposed increases in height via the Public Amenities Incentive Pool from 40 feet to 48 feet (Harrison Village) and from 150 feet to 180 feet (Island View) are consistent with the provisions of the Clearwater Downtown Redevelopment Plan; 3. That the development proposal is consistent with the Downtown Design Guidelines; 4. That the development proposal is consistent with the Visions, Goals, Objectives and Policies of the Clearwater Downtown Redevelopment Plan and the Old Bay character district; FRANK HIBBARD, MAYOR JOHN DORAN, COUNCILMEMBER J.B. JOHNSON, COUNCILMEMBER BILL JONSON, COUNCILMEMBER CAREEN A. PETERSEN, COUNCILMEMBER "EQUAL EMPLOYMENT AND AFFIRMATIVE ACTION EMPLOYER" September 18, 2007 FLD2007 -07025 / 410 N. Fort Harrison Avenue Page 2 of 2 5. That the development proposal is consistent with the Standards and Criteria as per Section 2 -903 of the CDC; 6. That the development proposal is consistent with the Flexibility criteria as per Section 2 -903.0 of the CDC; and That the development proposal is consistent with the General Standards for Level Two Approvals as per Section 3 -913.A of the CDC. Conditions of Approval: 1. That prior to the issuance of any building permits for vertical improvements, a Final Subdivision Plat must be recorded; 2. That prior to the issuance of any building permits, any outstanding comments of the Engineering Department shall be addressed; 3. That prior to the issuance of any building permits, any outstanding Fire Department condition shall be addressed; 4. That prior to the issuance of any building permits, all applicable open space /recreation impact fees shall be paid; 5. That prior to the issuance of any building permits, separate right -of -way permits must be acquired for any /all work within the rights -of -way of any of the adjacent street(s) that are assigned to the City; 6. That prior to the issuance of any building permits, a notation must be added to the Utility Plan stating that all on -site utility facilities, whether they be existing or proposed, are to be placed underground as part of the redevelopment of the site; 7. That prior to issuance of the first Certificate of Occupancy, a condominium plat must be recorded; 8. That prior to issuance of the first Certificate of Occupancy, the applicant must comply with the current Transportation Impact Fee Ordinance and fee schedule; 9. That the final design and color of the building shall be consistent with the architectural elevations submitted to (or as modified by) the CDB, and be approved by Staff; 10. That any /all wireless communication facilities to be installed concurrent with or subsequent to the construction of the subject development must be screened from view and/or painted to match the building to which they are attached, as applicable; 11. That any /all future signage must meet the requirements of Code and be architecturally integrated with the design of the building with regard to proportion, color, material and finish as part of a final sign package submitted to and approved by Staff prior to the issuance of any permits which includes: (a) All signs fully dimensioned and coordinated in terms of including the same color and font style and size; and (b) All signs be constructed of the highest quality materials which are coordinated with the colors, materials and architectural style of the building; 12. That this Flexible Development approval is subject to the approval of the associated amended Development Agreement with the City (DVA2007- 00003). Should you have any questions, please do not hesitate to contact Robert G. Tefft, Planner III at (727) 562 -4539 or via e -mail at robert.tefft@Myclearwater.com. Sincerely, Michael Delk, AICP Planning Director S: (Planning DepartmentlCD BIFLEX (FLD)Ilnactive or Finished ApplicationslFt Harrison Ave N0410 -Island View Harrison Village (D) Approved 09- 19 -071Ft Harrison Ave N410 -Development Order 09- 18- 07.doc Case Number: FLD2007 -07025 — 410 N FT HARRISON AVE Owner(s): Triangle S A Land LLC 305 N Fort Harrison Ave Clearwater, F133755 TELEPHONE: No Phone, FAX: No Fax, E -MAIL: No Email Representative: Thomas Coates 305 N Fort Harrison Ave Clearwater, F133755 TELEPHONE: 727 -446 -0020, FAX: 727 -446 -0002, E -MAIL: thomas @triangledevelopment.com Location: 5.18 acres (4.98 usable) located west of N. Ft. Harrison Avenue between Jones and Georgia Streets Atlas Page: 277B Zoning District: D, Downtown Request: Flexible Development approval of a mixed -use development within the Downtown (D) District consisting of 358 attached dwellings and 13,235 square feet of non - residential floor area with increases in height to 48 feet (east side) and 180 feet (west side) as a Comprehensive Infill Redevelopment Project as per Section 2 -903.0 of the Community Development Code. Proposed Use: Mixed use Neighborhood Association(s): No Neighborhood Association Data Presenter: Robert TeM Planner III The DRC reviewed this application with the following comments: Answers to these Comments appear in bold. General Engineering: Prior to the issuance of a Building Permit: 1. Applicant shall adhere to all terms and conditions of Vacation Ordinance #7769 -07. Applicant is advised that the conditions that shall be met prior to the effective date of the ordinance are to be met within 180 days of the date the ordinance was adopted, (Feb. 15, 2007) or the ordinance will be null and void. Response: OK 2. Show on the Utility Plan the length, size and type of each run of all proposed water mains. Response: The lengths, sizes and types of the water main runs are shown on the utility plan. 3. Applicant shall obtain right -of -way permits prior to work taking place in street rights -of -way. This requirement applies to utility connections /installations, driveways and sidewalks. Brick Paver sidewalks shall made of pavers of the same types and colors as used and approved by the Planning Department on the Cleveland Street Streetscape Project. See Don Melone (727) 562 -4798 in Room #220 at the MSB (Municipal Services Building). Response: See Sheet Cll General Landscape Notes #19. 4. Sidewalks and sidewalk ramps adjacent to or a part of the project shall be designed and constructed consistent with City of Clearwater Contract Specifications and Standards Index #109, including the A.D.A. (Truncated domes per D.O.T. Index #304.) Response: Per discussion at the DRC meeting since the radii at the roadway intersections abutting the project were increased per DRC request, the modification of the ADA ramps per index #109 would substantially setback the crossings from the intersection and encourage cars to stop past the designed stop bars and into the crosswalk. This was to be reviewed further by staff. We recommend further discussion during construction plan approval. 5. Add a note on the plan indicating that 2 -foot horizontal clearance between edge of sidewalk and vertical obstructions. Response: See Sheet Cll General Landscape Notes # 21. 6. Provide evidence that tree grates will not create an obstruction or hazard to disabled pedestrians. Response: See Sheet Cll General Landscape Notes #22. 7. Indicate on the utility plan that gate valves will be installed on both sides of all backflow prevention devices. Response: Gate valves will be installed on both side of all backflow prevention devices per City standard detail. 8. Need. to provide sufficient evidence the fire flows will be adequate to support this development. Respone: A Fire -Flow test is attached to the Submission for CDB 9. Show on the plan percent grade on ramps in parking garage. Response: Done. 10. Provide dimensions of parking spaces and aisles in the parking garage. Response: Done. Parking place are min 18 x 91, aisles are min 24' and 30' in E -W direction. 11. Wherever feasible, show one -way circulation within the parking garage. ORIGINAL Response: Done where possible. RECEIVED AUG 13 2007 PLANNING DEPARTMENT CITY OF CLEARWATER 12. Provide number of accessible parking spaces proposed to be provided within garage. Response: Indicated on Architectural drawings and Civil sheet C5. 13. Show on the plan how elevators will be accessed from the accessible parking spaces on Lower Level. Response: Done. Prior to issuance of a Certificate of Occupancy: 1. Applicant shall submit 5 sets of as -built drawings that are signed and sealed by a professional engineer or land surveyor registered in the State of Florida. Construction Services Inspector will field inspect as -built drawings for accuracy. Response: Acknowledged. 2. If Island View is to be platted as a condominium, applicant shall provide the City with a recorded copy of the condominium documents. Response: Acknowledged. Note: Reclaimed Water is available to this site. Environmental: No Issues. Fire: 1 .FDC and Fire Hydrant must be on same side of south access road to building 1. Show on plan PRIOR TO CDB Response: Additional hydrants have been added on Ft. Harrison and Osceola. 2. Page C9: You are showing a Stand Pipe detail. What is this for? Provide info.PRIOR TO CDB Response: Detail has been removed. 3. NOTE: To be addressed PRIOR TO BUILDING PERMIT 1 - Exiting to include exit stairs must exit directly to the outside of building 2 - Fire suppression systems i.e.: fire sprinkler, fire standpipe and fire pumps 3 - Fire alarm systems 4 - Stairway pressurization 5 - Smoke control and removal Response: Will comply. 4. Page C5: Which is to be used as Fire Apparatus turn around on Georgia St.? Whichever the turnaround must have a curb radius of 30' and a width of 20'. Also must be able to withstand 80,0001b weight load. Show on plan PRIOR TO CDB Response: The entrance from Georgia Street was designed in the previously approved site plan to provide curb radii of 30 ft and a minimum width of 20 ft to facilitate a tee turnaround. This design intent remains the same in this submittal. The pavement is designed to withstand the required weight load. 5. Page CIO: Show any fire hydrants and FDC's in relation to plantings. There must not be any within 7 1/2' of these devices. PRIOR TO CDB Response: Trees and Shrubs were relocated to provide the 7 %' clear zone around fire hydrants and FDC's. Groundcovers were added to replace shrubs and trees. 6. Page C5: "No Parking - Fire Lane" signs are required at both south access road and Georgia St access road. 1 sign every 50'. Show on plan PRIOR TO CDB Response: "No parking fire lane" signed have been added to the plans as requested. 7. Page C7: add fire hydrants on east side of Osceola and on west side of Ft Harrison to provide a hydrant every 300 feet on the same side of the road as the building. PRIOR TO CDB Response: Additional hydrants have been added to Osceola and Ft. Harrison to meet spacing requirements. 8 The Fire Flow Calculations provided are for a 750 GPM pump. This building requires a minimum of a' 1000 GPM pump which requires a minimum of 1500GPM water supply from the street. There are to be at least 4 vertical standpipe risers and additional horizontal standpipe risers for correct coverage are possible in this Building 1 Phase. Response: Fire Flow calculations will be revised. Harbor Master: No Comments Legal: No Comments Land Resources: No Issues. Landscaping: No Comments Parks and Recreation: 1 The Public Art and Design Impact Fee is due and payable on this project prior to issuance of building permit. This fee could be substantial and it is recommended that you contact Chris Hubbard at 727 - 562 -4837 to calculate the assessment. Response: Acknowledged. 2. Open space/recreation impact fees are due prior to issuance of building permits or final plat (if applicable), whichever occurs first. These fees could be substantial and it is recommended that you contact Art Kader at 727 -562- 4824 to calculate the assessment. Response: Acknowledged. ORIGINAL. Stormwater: RECEIVED The following shall be addressed prior to issuance of building permit. AUG 13 2097 PLANNING DEPARTMENT CITY OF CLEARWATER 1. Provide a detailed drainage report, which includes drainage calculations, soil analysis, double ring infiltrometer test at the proposed pond, and 24 -hours drawdown table that based on the double ring test result. Note: Stormwater Narrative stating that "The stormwater treatment calculations are located on the grading and drainage plan within the site plan submittal package" but no calculations were found on submitted plans. Response: Drainage report will be submitted as part of the building permit package. 2. Provide an approved SWFWMD permit. Response: SWFWMD permit has been approved and will be submitted with building permit package. General note: 1. DRC review is a prerequisite for Building Permit Review; additional comments may be forthcoming upon submittal of a Building Permit Application. 2. At building permit application, applicant shall submit all data again for review Response: Acknowledged. Solid Waste: 1. How will solid waste and recycling be serviced? Response: For Island View, three separate trash collection and recycling rooms will be built within the lowest level of each of the towers, enclosed, cooled and ventilated to minimize olfactory and unsightly visual impact. Rolling, enclosed dumpsters will be taken in an enclosed service corridor to a collection point in Tower Three. From this room, they will be transported by elevator to ground level and rolled out for pickup off Georgia Street, at the appointed time. Harrison Village has provision for two standard City dumpsters in approved enclosures, with access off Osceola. Location of the solid waste areas has also been chosen to minimize traffic disruption. Traffic Engineering: 1. Remove center left turn lane markings at the intersection of Georgia Street and North Fort Harrison Avenue and consider constructing a north bound and south bound left turn storage bay. Response: Markings have been removed from Georgia and Ft. Harrison intersections. The dual turn lane has been left in the plans as shown in the previously approved design to allow turns into the business driveway located on the east side of Ft. Harrison. By adding a dedicated left turn bay it would make this movement illegal. 2. Change the internal traffic flow of the parking garage from a two -way into a one -way where possible to lessen vehicular conflicts and improve overall traffic flow. Response: Done, where possible. 3. Ensure that the parking garage accommodates h/c van_parking by providing a vertical clear height of 8'2", which includes (entrance, route, parking space and exit) per ADA parking compliance. Response: Done. 4. Identify the path that a person in a wheelchair will take from h/c parking space to an accessible entrance. Response: Done. 5. Provide mirrors where necessary to assist motorists backing out of a parking space where walls or load bearing structures impede their sight. Response: Noted on drawing. 6. Will parking garages have gates? If so show location and provide dimensions. Response: Automatic roller shutter gates will be provided at all three vehicular entrances (from Tower One, from Osceola and from Georgia), min clearance 24' x 812". The above are to be addressed prior to a Community Development Board (CDB) hearing. . General Note(s): 1) Applicant shall comply with the current Transportation Impact Fee Ordinance and fee schedule and paid prior to a Certificate of Occupancy (C.O.). Response: Acknowledged. 2) DRC review is a prerequisite for Building Permit Review; additional comments may be forthcoming upon submittal of a Building Permit Application. Response: Acknowledged. Planning: 1. The east elevation of building two should depict the screen wall for the top parking deck; however this wall is not depicted. Revise the architectural elevations to depict the screen wall. Response: Corrected. 2. The west elevation of building two (at the 3rd floor) appears incomplete. Response: Corrected. 3. The west elevation of building two (at the 4th floor) depicts an incomplete stringcourse. Response: Corrected. 4. The west elevation of building two does not depict the parking garage. Revise the architectural elevations to depict this portion of the building. Response: Corrected. 5. The east elevation of the north brownstone is inconsistent with the ground floor plan with regard to the "porch" between the units. ORIGINAL RECEIVED AUG 1 31007 PLANNING DEPARTMENT CITY OF CLEARWATER Response: Corrected. 6 The north and south elevations of the brownstones (i.e. parking garage) appear as predominantly blank walls with paint. These elevations, as per the Design Guidelines, are to be architecturally integrated with the design, materials, finish and color of the principal structure. While the design and color appear consistent, the plans do not depict how the elevations will be materially consistent. Response: Corrected. 7. The parking garage entrance at the north elevation of the brownstones appears exaggerated and of inconsistent design with the balance of the building. Response: Corrected. 8. The north elevation of the south building for Harrison Village depicts an incomplete 3rd floor. Response: Corrected. 9. The north, south and west elevations of the tower for the south building for Harrison Village depict blank walls. Response: Corrected. 10. The four interior units within the north Harrison Village building do not have access via the elevator. The elevator is inaccessible at ground level. Response: Corrected. 11. The north and south site elevations (A -1.06 and A -1.07) depict what appear to be overhead doors at the lower levels of the towers. Please clarify. Response: Corrected. 12. That portion of the garage visible between the two halves of the brownstones appears to be inconsistent in design with the balance of the development. Response: Corrected. 13. That portion of the garage visible along the west site elevation is inconsistent with the design of the development (A- 1.09). Response: Corrected. 14. The bases of the buildings as depicted on the west side elevation (A -1.09) appear incomplete. Response: Corrected. 15. Provide plans that clearly depict how the garage will be designed at the end of phase 1, and at the end of phase 2. Also, provide architectural elevations for the garage at these stages. Response: Provided. 16. Provide architectural elevations for the brownstones at the end of phase 1 and phase 2. Response: Cutoff line indicated on drawing. 17. General Notes #16 and #17 denote the existence of a hotel. Please revise. Response: Notes #16 and #17 have been revised. 18.The shared parking table (C5) is inconsistent with regard to restaurant use. Revise as per the shared parking table set forth in Section 3 -1405 of the Community Development Code. Response: Table has been revised (See Note in Narrative.) 19. General Note #16 states a parking requirement of 10 per 1,000 GFA. It is assumed that this in intended to be for restaurant floor area, in which case parking is required at 15 per 1,000 GFA. The application does not include any request for a parking reduction. Response: The Shared Parking Table has been revised. Most patrons in Proposed use will be pedestrians, so 10 per 1,000 is used, as agreed buy Community Development Director. A reduction has been added to the list of requests. 20. The Master Site Plan - Phasing (A -0.00) depicts the project phasing differently from Exhibit H as attached to the Development Agreement. Response: A -0.00 Shows the actual built outline of Phase 1. This should be the same as Exhibit D -1. This shows built work under tower2, needed for structural reasons and parking requirements. Exhibit H shows the land dedicated to Phase 1, and excludes any land below Tower 2. Other: No Comments Notes: The application is sufficient for the CDB meeting of September 18, 2007, provided that 15 complete sets of revised plans and application materials are resubmitted by Noon, Monday, August 13, 2007. Case Number: DVA2007 -00003 — 410 N FT HARRISON AVE Owner(s): Triangle S A Land LLC 305 N Fort Harrison Ave Clearwater, F133755 TELEPHONE: No Phone, FAX: No Fax, E -MAIL: No Email Representative: ORIGIN,gt Thomas Coates RECEIVED 305 N Fort Harrison Ave AUG 13 2807 PLANNING DEP Cm' OF C ARTMENT �RWATER Clearwater, FI 33755 TELEPHONE: 727 -446 -0020, FAX: 727 7446 -0002, E -MAIL: thomas @triangledevelopment.com Location: 5.18 ACRES (4.98 USABLE) LOCATED WEST OF N FT HARRISON AVENUE BETWEEN JONES AND GEORGIA STREETS Atlas Page: 277B Zoning District: D, Downtown Request: Review, and recommendation to the City Council, of a Development Agreement between Triangle Old Bay Holdings, LLC and the City of Clearwater. Proposed Use: Mixed use Neighborhood Association(s): No Neighborhood Association Data Presenter: Robert Tefft, Planner III The DRC reviewed this application with the following comments: Answers to these Comments appear in bold. General Engineering: 1. Applicant shall adhere to all terms and conditions of Vacation Ordinance #7769 -07. Applicant is advised that the conditions that shall be met prior to the effective date of the ordinance are to be met within 180 days of the date the ordinance was adopted, (Feb. 15, 2007) or the ordinance will be null and void. This is all being finalized on August 10'h, with all ordinance requirements met. Environmental: No Issues. Fire: No Comments Harbor Master: No Comments Legal: No Comments Land Resources: No Comments Landscaping: No Comments Parks and Recreation: No Comments Stormwater: No Issues Solid Waste: No Comments Traffic Engineering: No Issues. Planning: 1. Recital D must be amended to reflect the current application case number (FLD2007- 07025) and the anticipated CDB date (September 18, 2007). Response: This has been amended in Recital D 2. Section 5.1 states "upon the vacation of Osceola Ave. as described in Section 6.2.2" in reference to the effective date of the agreement. Has this vacation not already occurred? Response: This has been amended, so that the DVA becomes effective on approval by the City Council. 3. Section 6.1.3.1 references the previous approval date and case number. Revise to reflect current application and anticipated CDB date. Response: This has been revised. 4. Section 6.1.3.1 denotes that 116 units (114 in tower and 2 in brownstones) will be built in phase one. However, the plans indicate that 111 units (109 and 2) will actually be built. Exhibit "B" will also need to be revised to reflect these numbers. Response: Has been corrected. 5. Section 6.1.3.1 denotes that 109 units (108 in tower and 1 in brownstones) will be built in phase two. However, the plans indicate that 112 units (110 and 2) will actually be built. Exhibit "E" will also need to be revised to reflect these numbers. Response: Has been corrected. 6. Section 6.1.3.1 denotes that 133 units (109 in tower, 3 in brownstones, and 21 in Harrison Village) will be built in phase one. However, the plans indicate that 135 units (109, 2 and 24) will actually be built. Exhibit "E" will also need to be revised to reflect these numbers. Response: Has been corrected. 7. Section 6.1.3.1 does not accurately state the number of units being drawn from the Public Amenities Incentive Pool at each phase. Based upon the size of the parcel in phase one (as per Exhibit "H "), 103 are permitted and 8 would need to be drawn from the Pool. In phase two, it would appear that 7 units would need to be drawn from the Pool, and in phase three, 94 units would need to be drawn from the Pool. In addition to modify this Section, Exhibit "E" must also be revised to reflect these numbers. Response: Has been corrected. 8. Section 6.1.3.5 states that 116 units are allowed in Phase one. However, only 111 units are proposed in this phase. Response: Has been corrected. ORIGINAL RECEIVED AUG 13 2007 PLANNING DEPARTMENT CITY OF CLEARWATER 9. Section 6.1.3.6 states that parking will be provided as required by Code for phase one in the initial part of the parking structure built in phase one; however no plans have been provided which support this statement. Further, this section shall need to be amended to include phase two, and plans provided accordingly. TDC (also DLW KZA) 10. Section 6.1.5 exists twice. Please revise. Response: Has been corrected. 11. Section 6.1.5 (the second one) contains a typographical error in the fourth line stating "northern pace" instead of "northern face ". Response: Has been corrected. 12. Section 6.1.5 (the second one) is not supported by any plans depicting the size and shape of the building, or appearance of the "temporary finish ". Response: Has been corrected. See drawings. 13. Section 6.2.1 must be amended to reflect the current application case number (FLD2007- 07025) and the anticipated CDB date (September 18, 2007). Response: This has been amended. 14. Exhibits "D -1" and "H" are not consistent. Response: These exhibits show 2 different things. Exhibit D -1 shows the area that we are building on in phase 1. This includes part of the parking structure overlapping the area Tower 2 will be built on. Exhibit H on the other hand shows the 2 acres that are dedicated to the entitlements for phase 1. This does not include any of the land below Tower 2, as phase 2 needs its own land for its entitlements. So basically we are building part of phase 1 on land dedicated to phase 2, and thus these 2 exhibits show different areas. 15. The titles of Exhibits "E -1 ", "E -2" and "E -3" should be changed to strike "land - and" as the exhibits do not reference the land associated with the individual phases. Response: Has been corrected. Other: No Comments Notes: THE DVA MUST BE REVISED TO ADDRESS ALL COMMENTS PRIOR TO PROCEEDING BEFORE THE CDB. THE FLD CASE WILL NOT MOVE FORWARD WITHOUT THE DVA. SUBMIT REVISIONS NO LATER THAN NOON, MONDAY, AUGUST 13, 2007. ORIG1% RECE&y AUG 3 2007 PLANN1NG t) cam' OF C(l lq R r 12.45 pm Case Number: FLD2007 -07025 — 410 N FT HARRISON AVE Owner(s): Triangle S A Land LIc 305 N Fort Harrison Ave Clearwater, FI 33755 TELEPHONE: No Phone, FAX: No Fax, E -MAIL: No Email Representative: Thomas Coates 305 N Fort Harrison Ave Clearwater, F133755 TELEPHONE: 727 - 446 -0020, FAX: 727 - 446 -0002, E -MAIL: thomas @triangledevelopment.com Location: 5.18 acres (4.98 usable) located west of N. Ft. Harrison Avenue between Jones and Georgia Streets Atlas' Page: 277B Zoning District: D, Downtown Request: Flexible Development approval of a mixed -use development within the Downtown (D) District consisting of 358 attached dwellings and 13,235 square feet of non- residential floor area with increases in height to 48 feet (east side) and 180 feet (west side) as a Comprehensive Infill Redevelopment Project as per Section 2 -903.0 of the Community Development Code. Proposed Use: Mixed use Neighborhood No Neighborhood Assocation Data Association(s): Presenter: Robert Tefft, Planner III Attendees Included: The DRC reviewed this application with the following comments: General Engineering: Development Review Agenda - Thursday, August 2, 2007 - Page 16 Prior to the issuance of a Building Permit: 1. Applicant shall adhere to all terms and conditions of Vacation Ordinance #7769 -07. Applicant is advised that the conditions that shall be met prior to the effective date of the ordinace are to be met within 180 days of the date the ordinance was adopted, (Feb. 15, 2007) or the ordinance will be null and void. 2. Show on the Utility Plan the length, size and type of each run of all proposed water mains. 3. Applicant shall obtain right -of -way permits prior to work taking place in street rights -of -way. This requirement applies to utility connections/installations, driveways and sidewalks. Brick Paver sidewalks shall made of pavers of the same types and colors as used and approved by the Planning Department on the Cleveland Street Streetscape Project. See Don Melone (727) 562 -4798 in Room #220 at the MSB (Municipal Services Building). 4. Sidewalks and sidewalk ramps adjacent to or a part of the project shall be designed and constructed consistent with City of Clearwater Contract Specifications and Standards Index #109, including the A.D.A. (Truncated domes per D.O.T. Index #304.) 5. Add a note on the plan indicating that 2 -foot horizontal clearance between edge of sidewalk and vertical obstructions. 6. Provide evidence that tree grates will not create an obstruction or hazard to disabled pedestrians. 7. Indicate on the utility plan that gate valves will be installed on both sides of all backflow prevention devices. 8. Need to provide sufficient evidence the fire flows will be adequate to support this development. 9. Show on the plan percent grade on ramps in parking garage. 10. Provide dimensions of parking spaces and aisles in the parking garage. 11. Where ever feasible, show one -way circulation within the parking garage. 12. Provide number of accessible parking spaces proposed to be provided within garage. 13. Show on the plan how elevators will be accessed from the accessible parking spaces on Lower Level. Prior to issuance of a Certificate of Occupancy: 1. Applicant shall submit 5 sets of as -built drawings that are signed and sealed by a professional engineer or land surveyor registered in the State of Florida. Construction Services Inspector will field inspect as -built drawings for accuracy. 2. If Island View is to be platted as a condominium, applicant shall provide the City with a recorded copy of the condominium documents. Note: Reclaimed Water is available to this site. Environmental: No Issues. Fire: Development Review Agenda - Thursday, August 2, 2007 - Page 17 ] . FDC and Fire Hydrant must be on same side of south access road to building 1. Show on plan PRIOR TO CDB 2. Page C9: You are showing a Stand Pipe detail. What is this for? Provide info PRIOR TO CDB 3 . NOTE: To be addressed PRIOR TO BUILDING PERMIT 1 - Exiting to include exit stairs must exit directly to the outside of building 2 - Fire suppresion systems ie: fire sprinkler, fire standpipe and fire pumps 3 - Fire alarm systems 4 - Stairway pressurization 5 - Smoke control and removal 4. Page C5: Which is to be used as Fire Apparatus turn around on Georgia St.? Whichever the turnaround must have a curb radius of 30' and a width of 20'. Also must be able to withstand 80,OOO1b wieght load. Show on plan PRIOR TO CDB 5 . Page C10: Show any fire hydrants and FDC's in relation to plantings. There must not be any within 7 1/2' of these devices. PRIOR TO CDB 6. Page C5: "No Parking - Fire Lane" signs are required at both south access road and Georgia St access road. 1 sign every 50'. Show on plan PRIOR TO CDB 7. Page C7: add fire hydrants on east side of Osceola and on west side of Ft Harrison to provide a hydrant every 300 feet on the same side of the road as the building. PRIOR TO CDB 8. . The Fire Flow Calculations provided are for a 750 GPM pump. This building requires a minimum of a 1000 GPM pump which requires a minimum of 1500GPM water supply from the street . There are to be at least 4 vertical standpipe risers and additional horizontal standpipe risers for correct coverage are possible in this Building 1 Phase. Resubmit PRIOR TO CDB Harbor Master: No Comments Legal: No Comments Land Resources: 1 . No Issues. Landscaping: No Comments Parks and Recreation: Stormwater: Solid Waste: 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. Open space /recreation impact fees are due prior to issuance of building pen-nits or final plat (if applicable), whichever occurs first. These fees could be substantial and it is recommended that you contact Art Kader at 727 -562 -4824 to calculate the assessment. . The following shall be addressed prior to issuance of building permit. 1. Provide a detailed drainage report, which includes drainage calculations, soil analysis, double ring infiltrometer test at the proposed pond, and 24 -hours drawdown table that based on the double ring test result. Note: Stormwater Narrative stating that "The stormwater treatment calculations are located on the grading and drainage plan within the site plan submittal package" but no calculations were found on submitted plans. 2. Provide an approved SWFWMD permit. General note: 1. DRC review is a prerequisite for Building Permit Review; additional comments may be forthcoming upon submittal of a Building Permit Application. 2. At building permit application, applicant shall submit all data again for review How will solid waste and recycling be serviced? Traffic Engineering: Development Review Agenda - Thursday, August 2, 2007 - Page 18 1. Remove center left turn lane markings at the intersection of Georgia Street and North Fort Harrison Avenue and consider constructing a north bound and south bound left turn storage bay. 2. Change the internal traffic flow of the parking garage from a two -way into a one -way where possible to lessen vehicular conflicts and improve overall traffic flow. 3. Ensure that the parking garage accommodates h/c van parking by providing a vertical clear height of 8'2" which includes (entrance, route, parking space and exit) per ADA parking compliance. 4. Identify the path that a person in a wheelchair will take from h/c parking space to an accessible entrance. 5. Provide mirrors where necessary to assist motorists backing out of a parking space where walls or load bearing structures impede their sight. 6. Will parking garages have gates? If so show location and provide dimensions. The above to be addressed prior to a Community Development Board (CDB) hearing. General Note(s): 1) Applicant shall comply with the current Transportation Impact Fee Ordinance and fee schedule and paid prior to a Certificate of Occupancy (C.O.). 2) DRC review is a prerequisite for Building Permit Review; additional comments may be forthcoming upon submittal of a Building Permit Application. Planning: 1 . The east elevation of building two should depict the screen wall for the top parking deck; however this wall is not depicted. Revise the architectural elevations to depict the screen wall. 2. The west elevation of building two (at the 3rd floor) appears incomplete. 3 . The west elevation of building two (at the 4th floor) depicts an incomplete stringcourse. 4. The west elevation of building two does not depict the parking garage. Revise the architectural elevations to depict this portion of the building. 5 . The east elevation of the north brownstone is inconsistent with the groundfloor floor plan with regard to the "porch" between the units. 6. The north and south elevations of the brownstones (i.e. parking garage) appear as predominantly blank walls with paint. These elevations, as per the Design Guidelines, are to be architecturally integrated with the design, materials, finish and color of the principal structure. While the design and color appear consistent, the plans do not depict how the elevations will be materially consistent. 7. The parking garage entrance at the north elevation of the brownstones appears exaggerated and of inconsistent design with the balance of the building. 8. The north elevation of the south building for Harrison Village depicts an incomplete 3rd floor. 9. The north, south and west elevations of the tower for the south building for Harrison Village depict blank walls. 10. The four interior units within the north Harrison Village building do not have access via the elevator. The elevator is inaccessible at ground level. 11 . The north and south site elevations (A -1.06 and A -1.07) depict what appear to be overhead doors at the lower levels of the towers. Please clarify. 12. That portion of the garage visible between the two halves of the brownstones appears to be inconsistent in design with the balance of the development. 13. That portion of the garage visible along the west site elevation is inconsistent with the design.of the development (A- 1.09). 14. The bases of the buildings as depicted on the west side elevation (A -1.09) appear incomplete. 15. Provide plans that clearly depict how the garage will be designed at the end of phase 1, and at the end of phase 2. Also, provide architectural elevations for the garage at these stages. 16. Provide architectural elevations for the brownstones at the end of phase 1 and phase 2. 17. General Notes #16 and #17 denote the existence of a hotel. Please revise. 18. The shared parking table (C5) is inconsistent with regard to restaurant use. Revise as per the shared parking table set forth in Section 3 -1405 of the Community Development Code. 19. General Note #16 states a parking requirement of 10 per 1,000 GFA. It is assumed that this in intended to be for restaurant floor area, in which case parking is required at 15 per 1,000 GFA. The application does not include any request for a parking reduction. 20. The Master Site Plan - Phasing (A -0.00) depicts the project phasing differently from Exhibit H as attached to the Development Agreement. Other: No Comments Development Review Agenda - Thursday, August 2, 2007 - Page 19 Notes: The application is sufficient for the CDB meeting of September 18, 2007, provided that 15 complete sets of revised plans and application materials are resubmitted by Noon, Monday, August 13, 2007. Development Review Agenda - Thursday, August 2, 2007 - Page 20 .G^6B D PLANNING DEPARTMENT July 23, 2007 Mr. Thomas Coates 305 N. Ft. Harrison Avenue Clearwater, Florida 33755 CITY OF CLEARWATER POST OFFICE BOX 4748, CLEARWATER, FLORIDA 33758 -4748 MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 562 -4567 FAX (727) 562 -4865 Re: FLD2007 -07025 — 410 N. Ft. Harrison Avenue — Letter of Completeness Dear Mr. Coates: The Planning Department staff has entered your application into the Department's filing system and assigned the case number FLD2007- 07025. After a preliminary review of the submitted documents, staff has determined that the application is complete. The Development" Review Committee (DRC) will review the application for sufficiency on Thursday, August 2, 2007, in the Planning Department Conference Room (Room 216), which is located on the second floor of the Municipal Services Building at 100 South Myrtle Avenue. You will be contacted by the Planning Department's Administrative Analyst within one week prior to the meeting date for the approximate time that your case.will be reviewed. You or your representative (as applicable) must be present to answer any questions that the DRC may have regarding your application. Additional comments may be generated by the DRC at the time of the meeting. Should you have any questions, please do not hesitate to contact me. Sincerely, Robert G. Tefft, Planner III Tel: (727) 562 -4539 Fax: (727) 562 -4865 E -Mail: robert.tc�ftL &myclearwater.com FRANK HIBBARD, MAYOR JOHN DORAN, COUNCILMEMBER J.B. JOHNSON, COUNCILMEMBER BILL JONSON, COUNCILMEMBER CARLEN A. PETERSEN, COUNCILMEMBER "EQUAL EMPLOYMENT AND AFFIRMATIVE ACTION EMPLOYER" PLANNING DEPARTMENT July 2, 2007 Mr. Thomas Coates 305 N. Fort Harrison Avenue Clearwater, Florida 33755 �I'I"Y OF CLEARWATER POST OFFICE BOX 4748, CLEARWATER, FLORIDA 33758 -4748 MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 562 -4567 FAx (727) 562 -4865 Re: FLD2007 -07025 — 410 N. Fort Harrison Avenue — Letter of Incompleteness Dear Mr. Coates: The Planning Department staff has entered your application into the Department's filing system and assigned the case number FLD2007- 07025. After a preliminary review of the submitted documents, staff has determined that the application is incomplete with the following comments: 1. Application must be revised to indicate acknowledgment of Stormwater, Traffic and Fire Flow requirements. Pursuant to Section 4 -202 of the Community Development Code, if an application is deemed incomplete, the deficiencies of the application shall be specified by Staff and no further development review action shall be taken until those specified deficiencies are corrected and the application is deemed complete. Please resubmit revised plans and application materials as per the above comments no later than Noon, Tuesday, June 6, 2006. Should you have any questions, please do not hesitate to contact me. Sincerely, Robert G. Tefft, Planner III Tel: (727) 562 -4539 Fax: (727) 562 -4865 E- Mail: robert.tef oo)naycleal•water.corn FRANK HIBBARD, MAYOR JOHN DORAN, COUNCILMEMBER J.B. JOHNSON, COUNCILMEMBER BILL JONSON, COUNCILMEMBER CARLEN A. PETERSEN, COUNCILMEMBER "EQUAL EMPLOYMENT AND AFFIRMATIVE ACTION EMPLOYER" CDB Meeting Date: September 18, 2007 Case Number: FLD2007 -07025 Agenda Item: E. 2. Owner /Applicant: Triangle Old Bay Holdings Address: 410 North Fort Harrison Avenue CITY OF CLEARWATER PLANNING DEPARTMENT STAFF REPORT GENERAL INFORMATION: REQUEST: Flexible Development approval for a mixed -use development within the Downtown (D) District consisting of 358 attached dwellings and 13,235 square feet of non - residential floor area with increases in height to 48 feet (east side) and 180 feet (west side) as a Comprehensive Infill Redevelopment Project as per Section 2 -903.0 of the Community Development Code. CURRENT ZONING: Downtown (D) District Preservation (P) District CURRENT FUTURE LAND Central Business District (CBD) USE CATEGORY: Preservation (P) District CLEARWATER Old Bay DOWNTOWN REDEVELOPMENT PLAN CHARACTER DISTRICT: PROPERTY USE: Current Use: Vacant Proposed Use: Mixed -use (358 attached dwellings and 13,235 square feet non - residential floor area) EXISTING SURROUNDING ZONING AND USES: North: Downtown (D) District South: Downtown (D) District East: Downtown (D) District West: Downtown (D) District Attached Dwellings and Vehicle Sales/Display Attached Dwellings and Overnight Accommodations Offices, Problematic Use, and Vehicle Sales/Display Attached Dwellings and Clearwater Harbor ANALYSIS: Site Location and Existing Conditions: The 5.18 -acre subject property is generally located on the west side of North Fort Harrison Avenue and bounded by Jones Street to the south, Georgia Street to the north and Clearwater Harbor to the west. The subject property is currently vacant and bifurcated by Osceola Avenue, thereby splitting the property into east and west halves: Harrison Village (east) and Island View (west). Community Development Board — September 19, 2007 FLD2007 -07025 — Page 1 Background / Development Proposal: At its meeting of November 21, 2006, the Community Development Board (CDB) approved a Comprehensive Infill Redevelopment Project application (FLD2006- 05030) for 358 attached dwellings and 13,235 square feet of non - residential floor area with increases in height to 48 feet (east side) and 180 feet (west side). At the same meeting, the Board also recommended the approval of an associated Development Agreement (DVA2006- 00001), which was ultimately approved by the City Council on February 15, 2007. On July 2, 2007, a new Comprehensive Infill Redevelopment Project application was submitted for the subject property. This development proposal is very similar to that previously approved. The current proposal consists of the same number of attached dwellings (358) and non - residential floor area (13,23 5), and the building heights are also the same. The primary difference between the current proposal and the previously approved proposal is the location of the off - street parking. The prior proposal located all of its parking below grade in subterranean garages; however the construction of these garages was determined to be too expensive to construct, and the project was redesigned to locate all of the required- parking above grade and behind the townhomes that would front on the west side of Osceola Avenue. The current development proposal's compliance with the various development standards of the Community Development Code (CDC) is discussed below. Density / Floor Area Ratio (F.A.R.): Pursuant to the Clearwater Downtown Redevelopment Plan, the maximum allowable density for attached dwellings for those properties greater than two acres in size and located west of North Garden Avenue within the Old Bay character district is 50 dwelling units per acre. The maximum allowable F.A.R. within the same area is 0.5. It is noted that a 0.2 -acre portion of the site is located within the Preservation (P) Future Land Use category and does not yield any density; thus this portion of the site has not been included as part of any density calculations. Based upon the above, the remaining 4.98 acre subject property is permitted a maximum of 249 dwelling units. However, the development proposal consists of 358 dwelling units and 13,235 square feet of non- residential floor area, which is 109 dwelling units and 13,235 square feet more than is allowable. Therefore, the applicant has requested the use of 109 attached dwellings and 13,235 square feet of non- residential floor area from the Public Amenities Incentive Pool as made available by the Plan. The development proposal's compliance with the requirements for the use of these attached dwellings and floor area from the Pool is discussed later in the staff report. Maximum Building Height: Pursuant to the Clearwater Downtown Redevelopment Plan, those parcels of land within the Old Bay character district located east of Osceola Avenue are permitted a maximum building height of 40 feet, and those parcels of land within the Old Bay character district located west of Osceola Avenue between Drew and Georgia Streets are permitted a maximum building height of 150 feet. Pursuant to the Clearwater Downtown Redevelopment Plan, the CDB may consider granting an increase in the maximum building height specified in a character district if the developer of a site plan application provides a major public amenity, and the increase in height does not exceed 20% of the maximum permitted height or a minimum of ten feet. Based upon the aforementioned maximum building heights permitted within the Old Bay character district of 40 feet and 150 feet, increases in building height may be granted up to 48 feet and 180 feet. The development proposal has requested an increase in building height to 48 feet for the Harrison Village component of the development, which is located between Osceola Avenue and North Fort Harrison Community Development Board — September 19, 2007 FLD2007 -07025 — Page 2 Avenue. In addition, the development proposal includes a request to increase building height to 180 feet for the Island View component of the development, which is located between Osceola Avenue and Clearwater Bay. In order to obtain this additional height permitted by the Plan, the development proposal will provide major public amenities including: residential dwellings within the Plan area; a mixed -use project furthering the Plan's major redevelopment goals and character district vision; and substantial contributions to the Master Streetscape and Wayfinding Plan. Based upon the provision of the above amenities, the requested increases in height to 48 feet (Harrison Village) and 180 feet (Island View) are supportable. As discussed below with regard to the Public Amenities Incentive Pool, the development proposal will utilize 13 dwelling units from the Pool during the first phase of the development and one additional dwelling unit from the Pool during the second phase of the development with the balance to be drawn during the third and final phase. The utilization of these dwelling units from the Pool in the first and second phases is specifically to make available the additional building height discussed above for the Island View towers. In order to justify the additional height and dwelling units being drawn from the Pool during the first and second phases, the development proposal will provide certain streetscape improvements as part of these phases. The specific improvements are outlined in a subsequent discussion regarding Project Phasing and their implementation will be governed by the Development Agreement (DVA2007- 00003) associated with this proposal. Minimum Off - Street Parking: Pursuant to Section 2 -903 of the Community Development Code (CDC), within the Downtown (D) District off - street parking shall be provided at a rate of 1.5 parking spaces per attached dwelling unit and at 4 parking spaces per 1,000 square feet of gross floor area for retail sales and services. Therefore, the proposed 358 attached dwellings (537) and the 13,235 square feet of retail sales and services floor area (52.94) require a total of 590 parking spaces. Pursuant to Section 3 -1405 of the CDC, when any land, building or area is used for two or more uses that are listed in the shared parking table, the minimum number of required parking spaces shall be determined by multiplying the individual minimum parking requirements by the appropriate percentages listed in the table. The following table depicts the development proposals parking requirement as per the shared parking table: Based upon the above, the development proposal requires a minimum of 540 parking spaces. As proposed, a total of 564 parking spaces will be provided; thus the development proposal exceeds its parking requirement. It is noted that during the first and second phases of the development proposal only a portion of the total proposed parking is to be constructed. At the completion of the first phase a total of 116 dwelling units requiring 174 parking spaces will exist, and 174 parking spaces will be constructed. At the completion of the second phase a total of 225 dwelling units requiring 338 parking spaces will have been built, and 338 total parking spaces will have been constructed. Therefore, adequate off - street parking will exist throughout all phases of the development proposal. The Development Agreement (DVA2007- 00003) Community Development Board — September 19, 2007 FLD2007 -07025 — Page 3 WEEKDAY WEEKEND Use: Midnight 9 A.M. 6 P.M. 9 A.M. 6 P.M. 6 A.M.. 4 P.M. Midnight 4 P.M. Midnight Residential (537) 100% = 537 _ 60% = 322.2 90% = 483.3 80% = 429.6 90% = 483.3 Retail (52.94) 5% = 2.647 70% = 37.058 90% = 47.646 100% = 52.94 70% = 37.058 Totals: 539.647 359.258 530.946 482.54 520.358 Based upon the above, the development proposal requires a minimum of 540 parking spaces. As proposed, a total of 564 parking spaces will be provided; thus the development proposal exceeds its parking requirement. It is noted that during the first and second phases of the development proposal only a portion of the total proposed parking is to be constructed. At the completion of the first phase a total of 116 dwelling units requiring 174 parking spaces will exist, and 174 parking spaces will be constructed. At the completion of the second phase a total of 225 dwelling units requiring 338 parking spaces will have been built, and 338 total parking spaces will have been constructed. Therefore, adequate off - street parking will exist throughout all phases of the development proposal. The Development Agreement (DVA2007- 00003) Community Development Board — September 19, 2007 FLD2007 -07025 — Page 3 associated with this proposal governs the construction of adequate parking as per the above throughout each phase of the development. Solid Waste Containers and Mechanical Equipment: Pursuant to Section 3- 201.D.1 of the CDC, all solid waste containers, recycling or trash handling areas and outside mechanical equipment shall be completely screened from view from public streets and abutting properties by a fence, gate, wall, mounds of earth, or vegetation. The primary refuse facility for the development will be located within Building #3 with the accessory staging area located on the south side of Georgia Street adjacent to the building. As the facility will be located within the building, its screening/buffering is not a concern. In addition to the main facility within Building #3, Buildings #1 and #2 will also have refuse areas within their lower levels. Connectivity will be provided between these individual refuse areas via underground service corridors. The Harrison Village component will have a pair of trash rooms within each of the two buildings. The refuse from each of the individual areas within these buildings will be transferred to the primary refuse facility for pick -up. Utilities: Pursuant to Section 3 -911 of the CDC, all utilities, including individual distribution lines, shall be installed underground unless such undergrounding is not practicable. It is attached as a condition of approval that prior to the issuance of any building permits a notation must be added to the Utility Plan stating that all on -site utility facilities, whether they be existing or proposed, are to be placed underground as part of the redevelopment of the site. Project Phasing_ The complete development proposal will not be built simultaneously, but will instead be constructed within three phases over a period of approximately eight years (by December 2016). The first phase to be built consists of the following: ❑ The southernmost of the Island View towers (Building #1); ❑ The southernmost "brownstones" along the west side of Osceola Avenue (two units); ❑ The four surface parking spaces and access drive for the aforementioned tower; ❑ A portion of the parking garage (174 parking spaces); ❑ The pool and garden (outside amenities); ❑ Streetscape improvements along the southern third of the west side of Osceola Avenue; and ❑ Streetscape improvements along the east side of North Fort Harrison Avenue between Jones and Georgia Streets. The second phase would consist of the following: ❑ The middle Island View tower (Building #2); ❑ The middle "brownstones" along the west side of Osceola Avenue (two units); ❑ A portion of the parking garage (162 parking spaces); ❑ Streetscape improvements along the central third of the west side of Osceola Avenue; ❑ Streetscape improvements along the north side of Georgia Street; and ❑ Streetscape improvements within the intersection of Jones Street and North Fort Harrison Avenue. The third and final phase would include the following: ❑ The northernmost Island View tower (Building #3); ❑ The north and south Harrison Village buildings; ❑ The northernmost "brownstones" along the west side of Osceola Avenue (two units); ❑ A portion of the parking garage (224 parking spaces); Community Development Board — September 19, 2007 FLD2007 -07025 — Page 4 ❑ Streetscape improvements along the northern third of the west side of Osceola Avenue; ❑ Streetscape improvements along the west side of North Fort Harrison Avenue between Georgia and Jones Streets; • Streetscape improvements along the east side of Osceola Avenue (and crosswalks), the south side of Georgia Street, and the north side of Jones Street; • Streetscape improvements at the western terminus of Georgia Street; and ❑ Streetscape improvements within the intersection of Georgia Street and North Fort Harrison Avenue. Construction of the first phase is anticipated to begin in December 2008 and will take approximately two years to complete. Construction of second phase is intended to begin one year after the completion of the first phase and would take approximately two years to complete. The applicant has further indicated that the possibility exists that the first and second phases could be built simultaneously if certain sales targets are met. The third and final phase of the development is also estimated at two years to complete. The specific improvements to be constructed during the above phases, the timing of those improvements and the associated streetscape improvements, will be governed by the Development Agreement (DVA2007- 00003) associated with this proposal. Code Enforcement Analysis: There is no outstanding Code Enforcement issue associated with the subject property. Clearwater Downtown Redevelopment Plan: The subject property is located within the Old Bay character district of the Clearwater Downtown Redevelopment Plan. The Clearwater Downtown Redevelopment Plan identifies the Old Bay character district as a transitional area between the Downtown Core and the low- density residential areas to the north. Further, the Plan envisions the district to be a mixed -use neighborhood supporting the Downtown employment base with residential, limited neighborhood commercial and office uses. Public Amenities Incentive Pool: To assist in the transformation of downtown Clearwater into a quality place in which to live, work and play, the Clearwater Downtown Redevelopment Plan establishes a Public Amenities Incentive Pool of 2,296 dwelling units and 2,119,667 square feet of floor area for non - residential uses. The applicant is proposing the use of 109 dwelling units and 13,235 square feet of non - residential floor area from the Public Amenities Incentive Pool. The amenities provided by this development in order to justify the request from the Public Amenities Incentive Pool include the provision of 358 dwelling units (including those requested from the Pool) within the Downtown Plan area, and substantial contributions to the Master Streetscaping and Wayfinding Plan along North Fort Harrison Avenue, Osceola Avenue, Jones Street and Georgia Street as well as the their intersections, which is valued at approximately $3 million. Further, the development proposal itself is a mixed -use project that will further the Plan's major redevelopment goals and character district vision, which is also an eligible amenity from which to enable the use of the Pool. Based upon the provision of these amenities, which are consistent with the Clearwater Downtown Redevelopment Plan, the request for 109 dwelling units and 13,325 square feet of non - residential floor area from the Public Amenities Incentive Pool can be supported. It is noted that while the overall development proposal includes 109 dwelling units and 13,235 square feet of non - residential floor area from the Pool, the specific request will utilize 13 dwelling units from the Pool during the first phase of the development and one additional dwelling unit from the Pool during the second phase of the development with the balance to be drawn during the third and final phase. The utilization of these dwelling units from the Pool in the first and second phases is to make available the additional building height permitted by the Plan for the Island View towers. In order to justify the additional height and dwelling units being drawn from the Pool during the first and second phases, the Community Development Board — September 19, 2007 FLD2007 -07025 — Page 5 development proposal will provide certain streetscape improvements as part of these phases. The specific streetscape improvements are outlined in the above discussion regarding Project Phasing and the Development Agreement (DVA2007- 00003) associated with this proposal will govern their implementation. Downtown Design Guidelines: The Downtown Design Guidelines identify both appropriate and inappropriate direction with regard to various elements associated with new construction in the Downtown. A review of these guidelines within the Plan was conducted and the following applicable items were identified: Block and Lot Characteristics: The Downtown Design Guidelines state that the existing street grid pattern shall be retained where it contributes to an active pedestrian environment, and further that new vehicular and pedestrian access /circulation that effectively serves the proposed development and vicinity shall be provided if a vacation of right -of -way is requested. The development proposal includes the vacation of that portion of the Osceola Avenue right -of -way that abuts the subject property. The existing right -of -way is of substandard width and consists of two approximately 90- degree turns between Jones and Georgia Streets. The development proposal also includes the dedication of a new 50 -foot wide right -of -way for Osceola Avenue that is approximately 90 feet east of the present location of the right -of -way. Based upon the above, the development proposal is consistent with the above Guidelines. Vehicular Circulation/Access and Parking: The Downtown Design Guidelines state that residential uses along Clearwater Harbor shall be designed with parking garages or parking areas internal to the site/building and screened from Clearwater Harbor and abutting rights -of -way. Further, the Guidelines state that parking garages shall be architecturally integrated with the design, materials, finish and color of the balance of the building. The development proposal includes a five -level parking garage, the lowest level of which is subterranean. That portion of the parking garage that is above grade has been architecturally integrated into the design of the building and reflects the same architectural features found in the abutting "brownstones ". Based upon the above, the development proposal is consistent with the above Guidelines. Pedestrian Circulation/Access: The Downtown Design Guidelines state that it is appropriate to provide pedestrian passageways that go through buildings, such as arcades. The development proposal includes the provision of arcades along the east and west elevations of the Harrison Village development component. The provision of these arcades, which are interconnected through walkways internal to the building, will provide for improved pedestrian circulation along the retail storefronts of the building. The Design Guidelines also state that it is appropriate to provide alleys or courtyards that match or compliment either the building or the primary street to which the alley connects with regard to materials, architecture, color and street furniture (waste receptacles, benches, lighting, etc.). The two buildings that make up Harrison Village are separated by a large courtyard/open space consisting of substantial hardscaping, landscaping, covered outdoor seating areas, benches, and a large fountain feature. This open space also serves to connect the sidewalks along North Fort Harrison Avenue and Osceola Avenue; thus increasing pedestrian circulation and access. Based upon the above, the development proposal is consistent with the above Guidelines. Site Elements: The Downtown Design Guidelines state that open spaces shall be provided that function as transitions between the public sidewalks /streets and the uses of the property, and that formal /informal seating should also be provided in a manner consistent with the function of the open space. The development proposal Community Development Board — September 19, 2007 FLD2007 -07025 — Page 6 provides for an open space between the two Harrison Village buildings consisting of substantial hardscaping, landscaping, covered outdoor seating areas, benches, and a large fountain feature. Based upon the above, the development proposal is consistent with the above Guideline. Orientation: The Downtown Design Guidelines state that buildings shall be oriented toward the street and that the orientation of the front fagade along the streetscape shall contribute to pedestrian interest in the area. The Harrison Village development component is bounded on the north, south and east by the Georgia Street, Jones Street and North Fort Harrison Avenue rights -of -way, respectively, and has been designed with storefronts opening onto these rights -of -way with an arcade providing shelter for pedestrians along the east elevation (North Fort Harrison Avenue). Harrison Village is also bounded on the west by the realigned Osceola Avenue right -of -way, which has been designed with access to living areas associated with residential dwelling units in the development. In addition, the Island View development component has been designed with townhomes ( "brownstones ") oriented toward the Osceola Avenue right -of -way so as to contribute to pedestrian interest in the area. Based upon the above, the development proposal complies with above applicable Guideline. Scale and Height: The Downtown Design Guidelines state that the size and proportions of new development should be related to the scale of nearby buildings and that new development should respect the vertical height of existing or approved adjacent buildings and contribute to a pedestrian scale. The Guidelines further state that the apparent height of a building /development can be influenced and augmented by a combination of step backs, varying building heights and horizontal features. The more notable building heights in the surrounding area include the Church of Scientology's Sandcastle, which is approximately 70 feet in height, the 60 -foot tall Osceola Inn, and the 70 -foot tall Belvedere Apartments. The balance of the surrounding development ranges in height between 15 and 35 feet. The buildings that comprise Harrison Village have a proposed height of 48 feet (to top of parapet), which is consistent with the heights of the surrounding buildings. The tower feature, which doubles as a mechanical equipment enclosure, on the southern Harrison Village building has a height of approximately 60 feet (to midpoint of roof), which will provide further visual interest and reinforce the Mediterranean Revival architectural style of the development. With regard to the Island View component of the development, the "brownstones" and parking garage, which front along the west side of Osceola Avenue, have a height of approximately 41.5 feet as measured to the top of the parapet, which is roughly consistent with the heights of surrounding buildings and establishes the pedestrian scale for this half of the overall development. The three towers, which comprise the balance of Island View, are taller than the surrounding developments, but will compliment the balance of the proposed development and surrounding properties through the use of stepbacks and various architectural features. Specifically, each of the towers incorporate stepbacks in their horizontal plane so as to narrow the building as they move toward the water and away from Osceola Avenue. The vertical plane of the towers includes stepbacks between the 9"' and 10'h levels, the 14 'h and 15'h levels, and the 17"' and 18t" levels; each of which have been emphasized through the use of broad cornices. The height is also mitigated as it is split between three towers rather than a solitary monolithic structure. This creates extensive negative and positive space on all sides of the buildings, thereby adding to the visual aesthetics. Based upon the above, the development proposal is consistent with the above applicable Guidelines. Rhythm/Spacing: The Downtown Design Guidelines state that buildings shall have a distinct "base ", "middle" and "cap ". With regard to Harrison Village, the arcade defines the "base" and the "cap" is defined through the varying parapet roof styles. With regard to Island View, the "brownstones" have a "base" defined by the Community Development Board — September 19, 2007 FLD2007 -07025 — Page 7 raised/covered entries as well as a water table and a "cap" defined by decorative parapets and tower features. The towers each have a "base" defined by a decorative front entrance, ornate window treatments and a broad cornice, and a "cap" defined by stepbacks in the horizontal and vertical planes and decorative balconies /parapets. In addition to the above, the Guidelines state that low -rise buildings should accentuate vertical elements such as entrances and columns or break -up the facade into a greater number of smaller vertical masses. Both the Island View "brownstones" and Harrison Village development components exemplify this. The Guidelines also state that with regard to high -rise buildings, the building levels or step backs should be differentiated by architectural features such as coping, cornice lines and material changes; and that there should be a proportional relationship between the height of a building and the number and dimensions of step backs used to mitigate the height of the building. The towers consist of numerous stepbacks and vertical/horizontal plane changes differentiated by cornices of varying widths as well as decorative balconies that not only create visual interest and mitigate the height of the building, but also serve to further define the "base ", "middle" and "cap" of the towers. Based upon the above, the development proposal is consistent with the above applicable Guidelines. Architecture: The Downtown Design Guidelines state that multiple buildings within a single project shall relate architecturally to each other and the surrounding neighborhood. The fagades of the various buildings will complement and visually support each other as they incorporate similar parapets, awnings, balconies, windows, and roof materials — all of which are in keeping with the Mediterranean Revival architectural style. The Mediterranean Revival style of the development is consistent with the intent of the Guidelines as it is complementary to the fabric of the surrounding neighborhood. Based upon the above, the development proposal is consistent with the above applicable Guidelines. Primary and Corner Fagades: The Downtown Design Guidelines state that the primary facade is to be the most highly designed facade and utilize plane changes (i.e. projections and recesses), architectural details, variety in color, material and textures, and storefront display windows for retail uses. As previously stated, the fagades of the Island View towers consist of numerous stepbacks and vertical/horizontal plane changes that create visual interest. The elevations also consist of architectural details, such as: decorative balconies, broad cornices, barrel tile roofs and stylized windows. The "brownstones ", which provide a more pedestrian scale development between the towers and the Osceola Avenue right -of -way, will consist of architectural detail including raised/covered entries with and without barrel tile roofs, varying parapet styles, awnings and decorative window patterns. The Harrison Village fagades are architecturally consistent with those of the towers and "brownstones" with the primary difference being the provision of retail storefront along the north, south and east elevations. In addition to the above, the Guidelines state that buildings on corner lots shall emphasize their prominent location through the use of additional height, massing, distinctive architectural treatments and/or other distinguishing features. At the northeast and southeast corners of the Harrison Village block the development will incorporate clock towers/balconies that will serve to set the development apart from surrounding properties. The east facade is also heavily detailed and incorporates an arcade, which provides the plane change envisioned within the Guidelines. Based upon the above, the development proposal is consistent with the above applicable Guidelines. Windows and Doors: The Downtown Design Guidelines state that windows shall be provided along all streets; that windows in commercial areas shall be appropriately sized to allow for display and views into the building; and that Community Development Board — September 19, 2007 FLD2007 -07025 — Page 8 bulkheads shall be provided below and transoms above display windows. The buildings have been designed with appropriately sized windows along all streets, including the provision of transoms and bulkheads above and below the storefront windows for Harrison Village. Based upon the above, the development proposal is consistent with the above referenced Guidelines. Roof Design: The Downtown Design Guidelines state that roofs shall be consistent with the style of the building utilizing elements such as cornice treatments, overhangs with brackets, stepped parapets, richly textured materials and/or differently colored materials. The roof proposed for the Island View towers is consistent with the style of the building and consists of cornice treatments and overhangs with brackets consistent with the above. The "brownstones" and Harrison Village also have roofs consistent with the building style that utilize stepped parapets in addition to those same elements found on the Island View towers. Based upon the above, the development proposal is in compliance with the above referenced Guideline. Color: The Downtown Design Guidelines state that the number and type of building colors should be appropriate for and consistent with the architectural style. The proposed building colors, which are consistent across the various buildings, are appropriate for the architectural style of the buildings. The building walls are proposed with mixture of colors including light brown (Rookwood Amber- SW2817), yellow (Classical Yellow- SW2865) and gold (Classical Gold- SW2831). The building walls will be accented with orange (Tango- SW6649); the cornices painted light beige (Roycroft Vellum- SW2833); the trim painted off -white (Cotton White- SW7104); and the awnings will be red (Tanager- SW6601). Based upon the above, the development proposal is in compliance with the above referenced Guideline. Visions, Goals, Objectives and Policies: A review of the Clearwater Downtown Redevelopment Plan was conducted and the following applicable Visions, Goals, Objectives and Policies were identified: ❑ Vision: Downtown will be an integrated community with a mix of retail, residential, office and recreational opportunities. The development of a variety of residential projects to attract new residents to Downtown is critical to the success of a revitalized Downtown. The development proposal will provide neighborhood -scale retail uses, urban residential uses, and streetscaping consistent with the City's Master Streetscape and Wayfinding Plan, as well as buildings located along and oriented towards all abutting streets. As such, the project is consistent with the above Vision. ❑ Vision: Fort Harrison and Osceola Avenues should be redeveloped as pedestrian oriented streets and in conjunction with Cleveland Street form the major retail core Downtown. The development proposal will provide neighborhood -scale retail uses, urban residential uses as well as the streetscape improvements consistent with the City's Master Streetscape and Wayfinding Plan. As such, the project will be consistent with the above Vision. ❑ Vision: Quality urban design is critical to new construction and renovated buildings. The development proposal exemplifies such design practice through building orientation, pedestrian circulation and coverage. Harrison Village has been designed with storefronts opening onto the North Fort Harrison Avenue, Georgia and Jones Streets rights -of -way with an arcade providing shelter for pedestrians along the east elevation (North Fort Harrison Avenue). The Osceola Avenue frontage of Harrison Village has been designed with access to living areas associated with residential dwelling units in the development. Further, Island View has been designed with townhomes Community Development Board — September 19, 2007 FLD2007 -07025 — Page 9 ( "brownstones ") oriented toward the Osceola Avenue right -of -way so as to contribute to pedestrian interest in the area. In addition to the above, the two Harrison Village buildings are separated by a large courtyard/open space consisting of substantial hardscaping, landscaping, covered outdoor seating areas, benches, and a large fountain feature. This open space also serves to connect the sidewalks along North Fort Harrison Avenue and Osceola Avenue; thus providing quality pedestrian circulation and access. Based upon the above, the development proposal will be consistent with the above Vision. ❑ Goal 1: Downtown shall be a place that attracts people for living, employment and recreation. The City shall encourage redevelopment that will attract residents and visitors to Downtown as a recreation, entertainment and shopping destination. This development proposal will provide a density of 84.43 dwelling units per acre and is a pioneering mixed -use project for downtown within the Old Bay character district. Based upon the above, the development proposal will be consistent with the above Goal. ❑ Objective IA: All development within Downtown shall further the Goals, Objectives and Policies of this Plan and shall be consistent with the character districts, the design guidelines and the Downtown zoning district. The development proposal provides 358 attached dwellings and 13,235 square feet of non - residential floor area as part of an attractive mixed -use development. Based upon the above, the development proposal will be consistent with the above Objective. ❑ Objective IE: A variety of businesses are encouraged to relocate and expand in Downtown to provide a stable employment center, as well as employment opportunities for Downtown residents. The development proposal provides for 13,235 square feet of new non - residential floor area, which will further the provision of a stable employment center and additional employment opportunities. Based upon the above, the development proposal will be consistent with the above Objective. ❑ Objective 1H: The City shall use all existing incentives to encourage Downtown housing and shall evaluate other incentives to encourage residential uses to locate Downtown. The Plan provides a pool of development potential from which projects may acquire additional dwelling units and/or non- residential floor area. This development proposal includes a request to utilize 109 dwelling units and 13,235 square feet of non - residential floor area from the Pool to achieve the desired density /intensity for the site and thereby increasing the viability and vibrancy of the project. The proposal includes approximately $3 million in streetscape improvements for North Fort Harrison Avenue, Osceola Avenue, Jones Street and Georgia Street rights -of -way, which will be consistent with the City's Master Streetscaping and Wayfinding Plan. Based upon the above, the development proposal will be consistent with the above Objective. ❑ Objective 1K: Downtown shall be a safe environment for both residents and visitors by addressing real and perceived public safety issues. The immediate area, with some notable exceptions, is characterized by low - quality, attached dwellings that in general are poorly maintained and contribute to a real and perceived impression of a lack of safety. The redevelopment of this site with attractive high - quality structures and the influx of additional residents, patrons and pedestrians will improve the appearance of the area and contribute to a safer environment. Based upon the above, the development proposal will be consistent with the above Objective. ❑ Objective 2A: The Downtown street grid should be maintained to provide multiple access points in and through Downtown, to assist in dispersing traffic on various routes and contribute to improved traffic operations. Vacation of streets shall be evaluated based on redevelopment potential provided alternative access exists or can be provided. The existing grid system will be improved through the Community Development Board — September 19, 2007 FLD2007 -07025 —Page 10 development proposal. The Osceola Avenue right -of -way that abuts the project has been vacated and a new right -of -way for Osceola Avenue with a standard width of 50 feet and a pavement width of 24 feet will be constructed approximately 90 feet to the east of its present location. The result is the elimination of one of the three existing 90- degree turns and greater spacing between the remaining two 90- degree bends. Traffic for the development proposal will be dispersed across multiple rights - of -way as the primary parking garage (beneath Island View) is located off Georgia Street, and the secondary parking garage (beneath Harrison Village) is located off Osceola Avenue. Based upon the above, the development proposal will be consistent with the above Objective. ❑ Objective 2I: Redevelopment and public improvements shall create and contribute to pedestrian linkages throughout the Downtown. The development proposal includes the provision of streetscape improvements within the Osceola Avenue, North Fort Harrison Avenue, Jones Street and Georgia Street rights -of -way that are consistent with the City's Master Streetscaping and Wayfinding Plan; thus compliance with this Objective has been achieved. ❑ Goal 3: Create Downtown as a memorable place to be enjoyed by residents and visitors that capitalizes on Clearwater's waterfront location, natural resources, built environment and history. The development proposal will set a new design standard within the Old Bay character district while providing for an attractive streetscape through non - residential uses, striking buildings, new streetscaping and landscaping. Through these improvements to the built environment, the development proposal will be consistent with the above Goal. ❑ Objective 3D: Redevelopment is encouraged to create a vibrant Downtown environment containing a variety of building forms and styles that respect Downtown's character and heritage. The development proposal consists of buildings that will complement the existing pattern of development along North Fort Harrison and Osceola Avenues incorporating arched elements, canopies, balconies and an extensive use of windows as part of a Mediterranean Revival style of architecture. The stepbacks will give the appearance to passersby of a building in harmony with other buildings in the area. Based upon the above, the development proposal will be consistent with the above Objective. ❑ Policy 1: The Downtown Design Guidelines establish the quality and design features expected for renovation, redevelopment and new construction in Downtown with which all projects must be consistent. The development proposal is consistent with the Design Guidelines as it incorporates a detail rich Mediterranean Revival style architecture that utilizes high - quality materials, such as stucco and terracotta barrel tile roofs. The proposed design also incorporates an extensive use of stepbacks and vertical/horizontal plane changes as well as a variety of architectural details such as ornate balconies, decorative aluminum railings, decorative metal awnings, a covered arcade, broad cornices and stepped parapets. Based upon the above, the development proposal will be consistent with the above Policy. ❑ Policy 2: The character of each district shall be reinforced through the site plan and design review process. Projects shall be consistent with and contribute positively to the vision of the character district in which it is located. The Clearwater Downtown Redevelopment Plan envisions the Old Bay character district as a mixed -use neighborhood supporting the Downtown employment base with residential, limited neighborhood commercial and office uses. Staff has worked diligently with the applicant to create a development that is consistent with this vision. It is specifically noted that the Island View development component is consistent with that portion of the character district vision, which provides for an opportunity for higher - density residential uses along Clearwater Harbor west of Osceola Avenue. Based upon the above, the development proposal will be consistent with the above Policy. Community Development Board — September 19, 2007 FLD2007 -07025 — Page 11 ❑ Policy 3: The design of all projects in Downtown shall make meaningful contributions to the pedestrian environment through site and building design. The proposed design of the site and buildings contributes to the pedestrian environment by providing an active streetscape consisting of paver brick sidewalks, formal /informal seating, landscaping, pedestrian arcade, ground floor non- residential uses along North Fort Harrison Avenue, and a large open space between the two Harrison Village buildings consisting of substantial hardscaping, landscaping, covered outdoor seating areas, benches, and a large fountain feature. As such, the development proposal will be consistent with the above Policy. ❑ Policy 6: The City shall establish a Public Amenities Incentive Pool that provides density and intensity increases for projects located in all character districts, except as limited in Old Bay, in excess of the allowable maximum development potential based on a provision of selected amenities. To overcome the numerous constraints affecting redevelopment, the Plan establishes the Public Amenities Incentive Pool, consisting of 2,296 dwelling units and 2,119,667 square feet of floor area for non - residential uses, available to all property within the Plan area. This provides an opportunity for the private sector to gain additional development potential while assisting the public to achieve its redevelopment goals for Downtown. Clearwater. This development will utilize 109 dwelling units and 13,235 square feet of non - residential floor area from the pool. The proposal includes approximately $3 million in streetscape and wayfinding improvements within the Osceola Avenue, North Fort Harrison Avenue, Jones Street and Georgia Street rights -of -way. These improvements will be consistent with the City's Master Streetscaping and Wayfinding Plan. As such, the development proposal will be consistent with the above Policy. ❑ Policy 19: Residential development shall provide appropriate on -site recreation facilities based upon the scale of the project. Amenities for the site include a swimming pool and garden plaza, clubhouse, beach access, fountains, and an observation pier previously and separately approved under FLD2007- 02002. As such, the development proposal will be consistent with the above Policy. ❑ Policy 25: The City shall give priority to sidewalk construction within Downtown that enhances pedestrian linkages and /or completes a continuous sidewalk system on all streets. The development proposal includes sidewalks along each of the adjacent rights -of -way, which will include interlocking pavers, benches, shaded arcades (at North Fort Harrison Avenue), solid waste receptacles and streetlights matching the City's Master Streetscape and Wayfinding Plan. As such, the development proposal will be consistent with the above Policy. Old Bay Character District Policies: The following applicable policies shall govern development within the District, as well as City actions: ❑ The Public Incentives Amenities Pool shall not be available to any property located on the west side of Osceola Avenue between Eldridge Street and the northern boundary of the Old Bay character district. The subject property is located south of Eldridge Street; therefore it is eligible for the Public Amenities Incentive Pool from which the project proposes the use of 109 dwelling units and 13,235 square feet of non - residential floor area. ❑ City rights -of -way that dead -end at the harbor shall be retained and improved for public access to the water. The development proposal includes the retention of the existing Georgia Street right -of- way, which dead -ends at the harbor and provides for a scenic outlook consisting of a paver brick walkway and landing, a decorative wall and columns, benches and landscaping. ❑ New development on North Fort Harrison Avenue shall be oriented toward the street to encourage pedestrian activity and a dynamic street life. The development proposal includes new development Community Development Board — September 19, 2007 FLD2007 -07025 — Page 12 oriented towards all abutting streets including North Fort Harrison Avenue. Non - residential uses are proposed to be located along North Fort Harrison Avenue with residential uses facing all streets. ❑ Mixed -use development that has office and retail uses on the ground floor and residential uses above are encouraged along North Fort Harrison Avenue. As stated above, the development proposal includes the provision of non - residential floor area on the ground floor along North Fort Harrison Avenue with residential uses above. ❑ Preferred housing styles east of Osceola Avenue are single-family detached and townhouses. Attached dwellings in this area may be considered upon assembly of at least one acre and preferably one city block. The development proposal includes a land assemblage of just over five acres and an entire city block. As such, the development proposal will be consistent with this Policy. Based upon the above, the development proposal is found to be in compliance with the policies governing development within the Old Bay character district. COMPLIANCE WITH STANDARDS AND CRITERIA: The following table depicts the consistency of the development proposal with the standards and criteria as per Section 2 -903 of the CDC and the Clearwater Downtown Redevelopment Plan: 1 See above discussion with regard to Density /Floor Area Ratio. 2 See above discussion with regard to Maximum Building Height. 3 See above discussion with regard to Minimum Off - Street Parking. Community Development Board — September 19, 2007 FLD2007 -07025 — Page 13 Standard Proposed Consistent Inconsistent F.A.R. 0.5 0.5 X1 Density 50 dwelling units per acre 84.43 X1 Maximum Building East of Osceola Avenue 40 feet 48 feet X2 Height West of Osceola Avenue 150 feet 180 feet XZ Minimum Off - Street Attached 1.5 spaces per dwelling unit 564 parking spaces X3 Parking Dwellings (537 spaces) Retail Sales 4/1,000 SF gross floor area and Services 53 spaces) 1 See above discussion with regard to Density /Floor Area Ratio. 2 See above discussion with regard to Maximum Building Height. 3 See above discussion with regard to Minimum Off - Street Parking. Community Development Board — September 19, 2007 FLD2007 -07025 — Page 13 COMPLIANCE WITH FLEXIBILITY CRITERIA: The following table depicts the consistency of the development proposal with the Flexibility criteria as per Section 2 -903.0 of the CDC (Comprehensive Infill Redevelopment Project): Community Development Board — September 19, 2007 FLD2007 -07025 — Page 14 Consistent Inconsistent 1. The development or redevelopment is otherwise impractical without deviations from X the use and/or development standards set forth in this zoning district. 2. The development or redevelopment will be consistent with the goals and policies of X the Comprehensive Plan, as well as with the general purpose, intent and basic planning objectives of this Code, and with the intent and purpose of this zoning district. 3. The development or redevelopment will not impede the normal and orderly X development and improvement of surrounding properties. 4. Adjoining properties will not suffer substantial detriment as a result of the proposed X development 5. The proposed use shall otherwise be permitted by the underlying future land use X category, be compatible with adjacent land uses, will not substantially alter the essential use characteristics of the neighborhood; and shall demonstrate compliance with one or more of the following objectives: a. The proposed use is permitted in this zoning district as a minimum standard, flexible standard or flexible development use; b. The proposed use would be a significant economic contributor to the City's economic base by diversifying the local economy or by creating jobs; c. The development proposal accommodates the expansion or redevelopment of an existing economic contributor; d. The proposed use provides for the provision of affordable housing; e. The proposed use provides for development or redevelopment in an area that is characterized by other similar development and where a land use plan amendment and rezoning would result in a spot land use or zoning designation; or f. The proposed use provides for the development of a new and/or preservation of a working waterfront use. 6. Flexibility with regard to use, lot width, required setbacks, height and off - street X parking are justified based on demonstrated compliance with all of the following design objectives: a. The proposed development will not impede the normal and orderly development and improvement of the surrounding properties for uses permitted in this zoning district; b. The proposed development complies with applicable design guidelines adopted by the City; c. The design, scale and intensity of the proposed development supports the established or emerging character of an area; d. In order to form a cohesive, visually interesting and attractive appearance, the proposed development incorporates a substantial number of the following design elements: ❑ Changes in horizontal building planes; ❑ Use of architectural details such as columns, cornices, stringcourses, pilasters, porticos, balconies, railings, awnings, etc.; ❑ Variety in materials, colors and textures; ❑ Distinctive fenestration patterns; ❑ Building stepbacks; and ❑ Distinctive roofs forms. e. The proposed development provides for appropriate buffers, enhanced landscape design and appropriate distances between buildings. Community Development Board — September 19, 2007 FLD2007 -07025 — Page 14 COMPLIANCE WITH GENERAL STANDARDS FOR LEVEL TWO APPROVALS: The following table depicts the consistency of the development proposal with the General Standards for Level Two Approvals as per Section 3 -913.A of the CDC: SUMMARY AND RECOMMENDATION: The Development Review Committee (DRC) reviewed the application and supporting materials at its meeting of August 2, 2007, and deemed the development proposal to be sufficient to move forward to the CDB, based upon the following findings of fact and conclusions of law: Findings of Fact: 1. That the 5.18 acre subject property is generally located on the west side of North Fort Harrison Avenue and bounded by Jones Street to the south, Georgia Street to the north and Clearwater Harbor to the west; 2. That the property is located within the Downtown (D) District and the Central Business District (CBD) and Preservation (P) Future Land Use Plan categories; 3. That the portion of the subject property (0.2 acres) located within the Preservation (P) Future Land Use Plan category does not generate density; 4. That the development proposal is subject to the requirements of the Clearwater Downtown Redevelopment Plan and the Design Guidelines contained therein as the property is located within the Old Bay character district; 5. That the development proposal is compatible with the surrounding area and will enhance other redevelopment efforts; and 6. That there is no outstanding Code Enforcement issue associated with the subject property. Conclusions of Law: 1. That the proposed use of 109 attached dwellings and 13,235 square feet of non - residential floor area from the Public Amenities Incentive Pool is consistent with the provisions of the Clearwater Downtown Redevelopment Plan; 2. That the proposed increases in height via the Public Amenities Incentive Pool from 40 feet to 48 feet (Harrison Village) and from 150 feet to 180 feet (Island View) are consistent with the provisions of the Clearwater Downtown Redevelopment Plan; 3. That the development proposal is consistent with the Downtown Design Guidelines; 4. That the development proposal is consistent with the Visions, Goals, Objectives and Policies of the Clearwater Downtown Redevelopment Plan and the Old Bay character district; 5. That the development proposal is consistent with the Standards and Criteria as per Section 2 -903 of the CDC; 6. That the development proposal is consistent with the Flexibility criteria as per Section 2 -903.0 of the CDC; and Community Development Board — September 19, 2007 FLD2007 -07025 —Page 15 Consistent Inconsistent 1. The proposed development of the land will be in harmony with the scale, bulk, X coverage, density and character of adjacent properties in which it is located. 2. The proposed development will not hinder or discourage development and use of X adjacent land and buildings or significantly impair the value thereof. 3. The proposed development will not adversely affect the health or safety of persons X residing or working in the neighborhood. 4. The proposed development is designed to minimize traffic congestion. X 5. The proposed development is consistent with the community character of the X immediate vicinity. 6. The design of the proposed development minimizes adverse effects, including X visual, acoustic and olfactory and hours of operation impacts on adjacent properties. SUMMARY AND RECOMMENDATION: The Development Review Committee (DRC) reviewed the application and supporting materials at its meeting of August 2, 2007, and deemed the development proposal to be sufficient to move forward to the CDB, based upon the following findings of fact and conclusions of law: Findings of Fact: 1. That the 5.18 acre subject property is generally located on the west side of North Fort Harrison Avenue and bounded by Jones Street to the south, Georgia Street to the north and Clearwater Harbor to the west; 2. That the property is located within the Downtown (D) District and the Central Business District (CBD) and Preservation (P) Future Land Use Plan categories; 3. That the portion of the subject property (0.2 acres) located within the Preservation (P) Future Land Use Plan category does not generate density; 4. That the development proposal is subject to the requirements of the Clearwater Downtown Redevelopment Plan and the Design Guidelines contained therein as the property is located within the Old Bay character district; 5. That the development proposal is compatible with the surrounding area and will enhance other redevelopment efforts; and 6. That there is no outstanding Code Enforcement issue associated with the subject property. Conclusions of Law: 1. That the proposed use of 109 attached dwellings and 13,235 square feet of non - residential floor area from the Public Amenities Incentive Pool is consistent with the provisions of the Clearwater Downtown Redevelopment Plan; 2. That the proposed increases in height via the Public Amenities Incentive Pool from 40 feet to 48 feet (Harrison Village) and from 150 feet to 180 feet (Island View) are consistent with the provisions of the Clearwater Downtown Redevelopment Plan; 3. That the development proposal is consistent with the Downtown Design Guidelines; 4. That the development proposal is consistent with the Visions, Goals, Objectives and Policies of the Clearwater Downtown Redevelopment Plan and the Old Bay character district; 5. That the development proposal is consistent with the Standards and Criteria as per Section 2 -903 of the CDC; 6. That the development proposal is consistent with the Flexibility criteria as per Section 2 -903.0 of the CDC; and Community Development Board — September 19, 2007 FLD2007 -07025 —Page 15 7. That the development proposal is consistent with the General Standards for Level Two Approvals as per Section 3 -913.A of the CDC. Based upon the above and subject to the attached conditions, the Planning Department recommends APPROVAL of the Flexible Development application for a mixed -use development within the Downtown (D) District consisting of 358 attached dwellings and 13,235 square feet of non - residential floor area with increases in height to 48 feet (east side) and 180 feet (west side) as a Comprehensive Infill Redevelopment Project as per Section 2 -903.0 of the Community Development Code. Conditions of Approval: 1. That prior to the issuance of any building permits for vertical improvements, a Final Subdivision Plat must be recorded; 2. That prior to the issuance of any building permits, any outstanding Fire Department condition shall be addressed; 3. That prior to the issuance of any building permits, all applicable open space /recreation impact fees shall be paid; 4. That prior to the issuance of any building permits, separate right -of -way permits must be acquired for any /all work within the rights -of -way of any of the adjacent street(s) that are assigned to the City; 5. That prior to the issuance of any building permits, a notation must be added to the Utility Plan stating that all on -site utility facilities, whether they be existing or proposed, are to be placed underground as part of the redevelopment of the site; 6. That prior to issuance of the first Certificate of Occupancy, a condominium plat must be recorded; 7. That prior to issuance of the first Certificate of Occupancy, the applicant must comply with the current Transportation Impact Fee Ordinance and fee schedule; 8. That the final design and color of the building shall be consistent with the architectural elevations submitted to (or as modified by) the CDB, and be approved by Staff; 9. That any /all wireless communication facilities to be installed concurrent with or subsequent to the construction of the subject development must be screened from view and/or painted to match the building to which they are attached, as applicable; 10. That any /all future signage must meet the requirements of Code and be architecturally integrated with the design of the building with regard to proportion, color, material and finish as part of a final sign package submitted to and approved by Staff prior to the issuance of any permits which includes: (a) All signs fully dimensioned and coordinated in terms of including the same color and font style and size; and (b) All signs be constructed of the highest quality materials which are coordinated with the colors, materials and architectural style of the building; 11. That this Flexible Development approval is subject to the approval of the associated amended Development Agreement with the City (DVA2007- 00003). Prepared by Planning Department Staff.✓ Robert G. Tefft, Planner III ATTACHMENTS: ❑ Location Map • Aerial Map • Future Land Use Map ❑ Zoning Map ❑ Existing Surrounding Uses Map ❑ Photographs of Site and Vicinity S: (Planning DepartmentlC D BIFLEX (FLD)IPending cases)Up for the next CDBIFt Harrison Ave N 0410 Island View -Harrison Village (D) 09 -18 -07 R71Ft Harrison Ave N410 -Staff Report 09- 18- 07.doc Community Development Board — September 19, 2007 FLD2007 -07025 — Page 16 Robert G. Tefft 100 South Myrtle Avenue Clearwater, Florida 33756 (727) 562 -4539 robert.tefftna,myclearwater.com PROFESSIONAL EXPERIENCE • Planner III City of Clearwater, Clearwater, Florida June 2005 to Present Duties include performing technical review of and preparation of staff reports for various land development applications, the organization of data and its display in order to track information and provide status reports, and making presentations to various City Boards and Committees. • Planner II City of Clearwater, Clearwater, Florida May 2005 to June 2005 Duties include performing technical review of and preparation of staff reports for various land development applications, the organization of data and its display in order to track information and provide status reports. • Senior Planner City of Delray Beach, Delray Beach, Florida October 2003 to May 2005 Performed technical review of and prepared staff reports for land development applications such as, but not limited to: site plans, conditional uses, rezonings, land use amendments, and text amendments. Organized data and its display in order to track information and provide status reports. Make presentations to various City Boards. Planner City of Delray Beach, Delray Beach, Florida March 2001 to October 2003 Performed technical review of and prepared staff reports for land development applications such as, but not limited to: site plans, conditional use and text amendments. Organization of data and its display in order to track information and provide status reports. Provided in -depth training to the Assistant Planner position with respect to essential job functions and continuous guidance. Assistant Planner City of Delray Beach, Delray Beach, Florida October 1999 to March 2001 Performed technical review of and prepared staff reports for site plan development applications. Performed reviews of building permit applications. Provided information on land use applications, ordinances, land development regulations, codes, and related planning programs /services to other professionals and the public. EDUCATION • Bachelor of Arts, Geography (Urban Studies), University of South Florida, 1999 LICENSES & CERTIFICATES • American Planning Association Community Development Board — September 19, 2007 FLD2007 -07025 — Page 17 � < a 0 2 MNNE 9O p BECKETT 3 SHALL a• BECKEO 6 e MARSHALL ST y8 Z �G rZO_ a000 c CAR LTON ST RUSSELL y SYGM, W ❑Q❑ J TANGERINE ST O ENGMAN = ST 05 B "E L $❑ ❑ L� CS [N LA SALLE 3T ]SS BLUFF ST PALM BLUFF ST PALM BLUFF ST ST �RWO JURGENS z g 3� CEDAR ST MOO MEQO WS i P MARCO❑ g NI CNOLSON ST rn a NK:MCLSON $7 NI ❑ ❑ L o�.a ❑❑ ❑ = ° ❑a sr rt � ELDRIDGE 'ST MAPLE ST `v J � in O � T�E E:= MAPLE w❑ LEE ST ST PROJECT i a PLAZA GEO GIA J�U�HU SITE ST Z GKSON O El w,= ❑ ? O =0 IONES ST N 3 DREW ST S R. 590 ❑ a GROVE wHENDRICKS O� �¢ Ill— J�•II _ � ❑ pp❑ C�.(G�� GRWE ST a ❑ao3� ❑ ❑ ❑m❑ CLEVELAND ST PARK ❑ ❑ ❑ ST a ❑ PIERCE ST ❑ �❑ ❑ ❑ a a C! PIERCE ST PIERCE 10 � �❑ ❑ ❑ ❑ Z 2 ���//(�7 FRANKLIN ST COURT ST ❑ p (0 '� Q C 2 COULD si O S.R.80 COURT 3, 3 ❑ ❑ ❑Y❑❑ ❑ ❑ O O ST CHESTNUT ST SR. 80 COURT ST SA ROGER � � ST � � � ROGERS � ❑ � RO 3 TURNER ST a B J ❑ 3 ��T HARGID ❑ ❑� PINE /6 Pexn ST h ovrzml S Location Map Owner: Triangle Old Bay Holdings, LLC. Case: FLD2007 -07025 Site: 302, 303, 304, 308, and 309 North Osceola Property 5.18 Avenue ; 410 Jones Street; and 410 North Size (Acres): Fort Harrison Avenue Atlas 277B Page: PIN: 09- 29- 15- 14310- 000 -0010 09- 29 -15- 53370 - 000 -0020 09- 29 -15- 14310 - 000 -0080 09- 29 -15- 00000 - 430 -0400 09- 29- 15- 14310- 000 -0100 09- 29 -15- 00000 - 430 -0500 09- 29 -15- 53370 - 000 -0010 09- 29 -15- 00000 - 430 -0600 0 0 Owner: Aerial Map Triangle Old Bay Holdings, LLC. I Case: FLD2007 -07025 Site: 302, 303, 304, 308, and 309 North Osceola Prcperty 5.18 Avenue; 410 Jones Street, and 410 North Size(Acres): Fort Harrison Avenue Atlas 277B PIN: 09- 29- 15- 14310- 000 -0010 09- 29- 15- 14310- 000 -0080 09- 29- 15- 14310- 000 -0100 09- 29 -15- 53370 - 000 -0010 09- 29 -15- 53370 - 000 -0020 09 -29 -15 -00000- 430 -0400 09 -29 -15 -00000- 430 -0500 09- 29 -15- 00000- 430 -0600 ----- -- -- -- - - - - -- 19 6 607 18 600 �1 30 m m 513 10 51 9 8 --- - -- --- °° °--510 512 509 9 512 1 500 11 51 507 - -- °-- ---- --- ---- ° °- ---- 608 12 509 510 2 8 CBD 567 -- --- - -_ 505 7 5 508 3 506 503 6 565 4 4 I 5 504 1 I dj'BD WATER500 2 1 501 2 3 1 I 500 409 �1 1 407 3 II 1 404 - -_ 8— 407 7 1 1 1 ----- - - - --- W 40 1 4 405 8 I - - - - --1 II 404 405 11 9 6 1 ------ _ Q II 1 11 - ----- � 400 10 402 0 403 5 It- -2 - ---° -° -- --- �1 ©400 7 I 9 I - ------ _�� 8 _� 1 I 11 11 W 4 3 ci I I 40 W 313 1 43/04 314 312 311 0 31 ¢ Z 321 2 1 4' ^ I rn 2 I 1 2 43roe m CBD dos o o 30 Q y 1 I I I 3 1 1 8 I 7 I 317 309 306 91 I 304 -- A °-- = 1 I 302 B 304 1 I B ■ ■"■O■■■ cc o ^ 'L�vJI D qB3 302 I -- - -- 1 - -- W Z 3011 j 2 � 4 I 300 1 0� o A 30 I N ro N j N JONES ST N N v v v v v v M v 225 I rC 10 j � 7 4 3A 2 1 6 I I 221 1 I 1 I I I I 1 20 1 1 j 2 3 1 4 1 5 1 200 -- - - - - -- 1 v4 V @ LFI I I 3 1 1 Future Land Use Map Owner: Triangle Old Bay Holdings, LLC. Case: FLD2007 -07025 Site: 1 302, 303, 304, 308, and 309 North Osceola Property 5.18 Avenue; 410 Jones Street; and 410 North Size(Acres): Fort Harrison Avenue Atlas 277B Page: PIN: 09- 29- 15- 14310- 000 -0010 09- 29 -15- 53370 - 000 -0020 09- 29- 15- 14310- 000 -0080 09- 29 -15- 00000 - 430 -0400 09- 29- 15- 14310- 000 -0100 09- 29 -15- 00000 - 430 -0500 09- 29 -15- 53370 - 000 -0010 09- 29 -15- 00000 - 430 -0600 v v D cn 0 z ° m QNwi Scei o(q s`ry °h vO 1plpl000o D0 o W NNNN W �(D O O O O = W o Ul Cn Ul Ul CD (D O A W Q y o O W w W W O A v — L 0 0 0 0 D L W p0 0000 (D o c 00 00 00 O _ (D O 00 °0000 (D �� Q O �O Q - o°000 (D W .Op cn n I Q z � 13 0 n N i I 0000 p 3 O o ° io im i io `0 i W o W o o W 1 I I I m 1 I I m l I (Jl Ul Ul Ul c^ I I 411 308 1 j ii_i j j t W 3 Q 413 O O O O O O O W I I 1 N 415 Z O O O �I I 1 w N m 400 w 310 1 1 I I ; i 417 y _ Cn n A A A O W W W O y f_ N OSCEOLA AVE o f O O O O N O Q I y 410 $I ° CD CD CD OD (D -- -- -- -- - -- - -- 421 ■ o $ 1 $ I $ 1 a W t o V o OD A O O O O N O O O O > (D n 41F6 423 425 I I 1 1 A rn u 427 � 429 I I C )l T 1 o 1 431 1 1 1 1 1$ a n 1 • r N o 170 N3 N FORT HARRISON AVE CD CD 11 S2 1 1 I 0 ____ ___ ------------ W N I N � N CIl 510 -- - - 1 I - -- - -- -- 512 m 505 --- 1 - -� _ °' oa 518 504 I I 1 520 w m - ---- - - - - -� -- - -- - -- ____ 1 ----°-- 522 507 ----j-- -- - - -- - ------ 1 1 1 a V __________ ________- _ 506 V I 508 I 1 1 -- --- --- in rn - 532 509 ---- - - - - -- 51a .1 cn I i 1 I - - - - -s ------ - - - - -- ----- - - - - -- -- - - - - -- 601 18 60 60 19 30 a a o° 2 Q 10 51 513 512 z$ 500 --------------- - - - --- 9 — 8 - -- Re 509 512 leg an 9 11 511 — --------------- - -- 510°ervice� 509 6 V Attached 5 508 505 3 Dwellings a 506 503 a 1 5 6 505 504 11 I 500 2 1 11 501 2 3 i1 1 1 500 409 GEORGIA ST 4 3 404 s 4077 1i 40 ----------- ---- -- W - - - - --1 1 Clearwater 404 405 .I I - - - -- esa 405 Ir 6 II 9 6 11 - - 40 Q r ----- ---- - - - -;1 403 5 ------ I Harbor 402 Q 403 6 1 1 2 40 400 J-- 1 - -- --- - - - - -- - -- —� —� 9 1 1 401 I o i i 0 --- -- ------ - - - - -- -- - --I 400 W 401 4 1 1 3 W 8 1 "� I I '� h 'O 2 V II 40 4a(04 314 312 31 Z 33� 321 311 30 43/06 �05 O ,0A \ I I 3 ' dblfenjatic 1 I O M 309 30 317 9luseS 1 304 A - - - -- - - - - -- 302 B 304 3 1 ' B t Q1 302 I 1-- - - - - -- W 301 Offikeg 1 4 0 300 1 V i n 30 Z 1 h i 1 h h h JONES ST V V Lo �` °f N N N V v 225 I I I I 1 Plate of Vor hip Overnight I 1 430 vernight Acc m 'odations 10 1 9 1 6 1 6 1 1 1 ommodations I a.o a� 221 , ' , AfFes 1 1 - -- - -- 2 I -- 20 I 3 1 4 I 5 200 -- - - - - -- I -4 3 I i ° N I I h h I I Existing Surrounding Uses Map Owner: Triangle Old Bay Holdings, LLC. Case: FLD2007 -07025 Site: 302, 303, 304, 308, and 309 North Osceola Property 5.18 Avenue; 410 Jones Street; and 410 North Size(Acres): Fort Harrison Avenue Atlas 277B Pa e: PIN: 09- 29- 15- 14310- 000 -0010 09- 29 -15- 53370 - 000 -0020 09- 29- 15- 14310- 000 -0080 09- 29 -15- 00000 - 430 -0400 09- 29- 15- 14310- 000 -0100 09- 29 -15- 00000 - 430 -0500 09- 29 -15- 53370 - 000 -0010 09- 29 -15- 00000 - 430 -0600 0 Looking west toward subject property from N. Fort Harrison Avenue Looking west toward subject property from existing Osceola Avenue Looking northwest toward subject property from existing Osceola Avenue 0 Looking west toward subject property from N. Fort Harrison Avenue the north from existing Osceola Avenue Looking west toward subject property from existing Osceola Avenue 410 N. Fort Harrison Avenue FLD2007 -07025 Page 1 of 2 Tefft, Robert From: Tefft, Robert Sent: Friday, September 14, 2007 10:03 AM To: 'Alan Weidlich' Subject: RE: FLD2007 -07025 - Island View /Harrison Village Mr. Weidlich, Thank you for the questions regarding the Island View /Harrison Village project. Allow me to begin by stating that this project, as proposed, is nearly identical to the project that was previously approved by the Community Development Board (CDB) on November 21, 2006. The primary difference between the current proposal and the previously approved proposal in the location of the off - street parking. The prior proposal located all of its parking below grade in subterranean garages; however the construction of these garages was determined to be too expensive to construct, and the project was redesigned to located all of the required parking above grade and behind the townhomes that would front on the west side of Osceola Avenue. With regard to your specific questions: 1) Traffic flow from 500 Osceola Avenue onto Georgia Street should remain as it presently exists. Although, during the second phase of the development (projected as occurring between December 31, 2011 and December 31, 2013) there will be a period of time where this ingress /egress point is obstructed to allow for streetscape improvements in the right -of -way. 2) The failure to depict the existing ingress /egress drive from 500 Osceola Avenue onto Georgia Street is merely an oversight on the plans. This driveway will not be eliminated as part of this proposal. 3) All portions of Georgia Street abutting this project will become two -way. However, whether the driveway at 500 Osceola remains an exit only vs. and entrance and exit will be a matter regulated by the width of that driveway. 4) No traffic lights are proposed for the intersection of Georgia Street and Fort Harrison Avenue as a part of this project. However, traffic improvements such as the installation of a traffic light could otherwise be proposed as a part of another City program, and you may want to contact Traffic Engineering in regards to this (727- 562 - 4747). 5) The new segment of Osceola Avenue will remain a public right -of -way with no restrictions, but will become a two -way street. 6) The setback of 26 feet is being taken from the existing wetland line as approved by the Southwest Florida Water Management District (SWFWMD) on October 14, 2005. The existing mean high water line actually extends further out from the buildings - roughly 60 feet from tower #1 and 40 feet from tower #3. Should you have any further questions, please do not hesitate to contact me. Robert G. Tefft, Planner III City of Clearwater Planning Department Phone: (727) 562 -4539 Fax: (727) 562 -4865 - - - -- Original Message---- - From: Alan Weidlich [mailto:aweidlich @earthlink.net] Sent: Thursday, September 13, 2007 2:51 AM To: Tefft, Robert 9/17/2007 Page 2 of 2 Cc: Marie Weidlich ` Subject: FLD2007 -07025 - Island View /Harrison Village �da Dear Mr. Tefft, Thank you very much for your fax, note and site plan I recently received. Most of my questions seem to be answered by the site plan with one ore two remaining concerns: 1) What plans are included regarding traffic flow to accommodate egress from 500 Osceola onto Georgia Street? 2) The current access point appears directly opposite the North Garage Exit of Island View. The 500 Osceola Exit is not reflected in the site plan and my concern is if this is an oversight or intentional? 3) The part of Georgia Street to the corner of Osceola currently is a ONE WAY .... will this remain so? That is, the North Exit from Island View and from 500 Osceola will remain EXIT points vs. EXIT and ENTRANCE points? 4) Are any traffic lights planned for the intersection of Georgia and Fort Harrison? 5) Also, will the new segment of New Osceola Avenue between Jones and Georgia remain a public thoroughfare with no restrictions? Will this also become or remain a ONE WAY as does the current segment? 6) Lastly, regarding the tower construction of Tower 3 and 1 which are setback 26 feet from the water line. Is this the existing waterline as it exists today? Or is this the waterline after they create a.new and artificial beach and extends the waterline forward from where it exists today? If the waterline is going to be artificially extended forward, we would have an objection as to view obstruction and potential changes to the waterway. It all depends on how far this is being changed from today's naturally existing waterfront. Please let me know on the above, or if there is a different format needed to file the above questions at the hearing. Thanks for all your help. Best regards, Alan Weidlich 500 Osceola AVe #707 Clearwater, FL 33756 9/17/2007 CITY OF CLEARWATER LL PLANNING DEPARTMENT ° } e, 100 SOUTH MYRTLE AVENUE ~_ rwater CLEARWATER, FLORIDA 33756 U TEL: (727) 562 -4567 FAx: (727) 562 -4865 Date: To: From: Re: FACSIMILE COVER SHEET September 7, 2007 Marie (866) 898 -1545 Robert G. Tefft, Planner III FLD2007 -07025 — Island View / Harrison Village Number of Pages Including Cover Sheet: 2 Comments: Marie — I have attached a copy of the site plan for the Island View / Harrison Village project. Hopefully, it will still be legible as a fax. . The westernmost towers ( #1 and #3) are approximately 26 feet from the water /property line. The primary access to the parking garage associated with the building will be from Osceola Avenue. Additional access point will be from Georgia Street and from a private drive aisle along the south property line. The location of the three towers for Island View and all of the Harrison Village development is consistent with the previous approval granted to the property on November 21, 2006. The proposed change between that approval and the application currently being reviewed is the relocation/redesign of the parking garage from a below ground garage to an above ground garage. The majority of the parking garage is to be screened by townhomes (along Osceola) with the balance given architectural treatments so as to not obviously be a parking garage. Should you have any further questions, please feel free to contact me. ** Please confirm receipt via e-mail at: robert.tefft()n?yclearwater.com ** ** Visit the Planning Department online at www.inyclearwater.com ** . r FL rl')007- 07025: 141 u1 302 -308 N OSCEOLA PROPERTIES L 305 N FT HARRISON AVE CLEARWATER FL 33755 - ANDRUS, BRIAN L ANDRUS, DONNA 500 N OSCEOLA AVE PH -E CLEARWATER FL 33755 - 3933 BARTELL, JAMES H BARTELL, EDITH P 500 N OSCEOLA AVE # 310 CLEARWATER FL 33755 - 3936 AITKEN, DEBORA K AITKEN, DAVID N 2814 AUTUMN LAKE DR KATY TX 77450 - 5700 ANDRUS, D THE PO BOX 775 CLEARWATER FL 33757 - 0775 BARTON, DONNA L D'AREZZO, JAMES D 465 1 ST ST W STE # 300 SONOMA CA 95476 - 6600 BASKIN, HAMDEN H III BAYBAK, MICHAEL BASKIN, ROBYN T 4515 OCEAN VIEW BLVD # 305 13577 FEATHER SOUND DR STE 550 LA CANADA CA 00030 - CLEARWATER FL 33762 - 5527 BENO, JOSEPH P THE BENO, AGNES L THE 500 N OSCEOLA AVE # 305 CLEARWATER FL 33755 - 3936 BETES, GONZALO 500 N OSCEOLA AVE # 307 CLEARWATER FL 33755 - 3936 BROWN, ARNOLD PROP 17757 US HWY 19 N STE 275 CLEARWATER FL 33764 - 6592 BRUWER, LYNDA BRUWER, GRAHAM 500 N OSCEOLA AVE # 404 CLEARWATER FL 33755 - 3937 BURNISON, JACK BURNISON, PENNY E 409 N FORT HARRISON AVE CLEARWATER FL 33755 - 3904 BERLE, RONALD BERLE, PEGGY A 131 LEEWARD IS CLEARWATER FL 33767 - 2304 BILGUTAY, ILHAN M 510 N GARDEN AVE CLEARWATER FL 33755 - 4126 BROWN, MAXINE S 500 N OSCEOLA AVE # 708 CLEARWATER FL 33755 - 3941 BULLDOG DEVELOPMENT CO LLC 305 N FORT HARRISON AVE CLEARWATER FL 33755 - 3923 BUSWEILER, CATHERINE E 500 N OSCEOLA AVE # 503 CLEARWATER FL 33755 - 3938 ALBANIAN ISLAMIC CULTURAL CENT 225 N FT HARRISON AVE CLEARWATER FL 33755 - 4022 AUSTIN, LLOYD B THE AUSTIN, THELMA L THE 5840 SINGLE FOOT CT SPARKS NV 89436 - 7062 BASKIN, HAMDEN H III 13577 FEATHER SOUND DR STE 550 CLEARWATER FL 33762 - 5527 BEAN, MARJORIE E 500 N OSCEOLA AVE # 510 CLEARWATER FL 33755 - 3939 BERNSTEIN, BRADFORD N BEACH, HAROLD 2441 HONOLULU AVE # 120 MONTROSE CA 91020 - 2507 BOLGER, ELEANOR H GLAZER, HOWARD A 500 N OSCEOLA AVE STE 811 CLEARWATER FL 33755 - 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3935 CLEARWATER FL 33755 - 3947 CLEARWATER FL 33755 - GAIMAN, DAVID F FORD, SANDRA GAIMAN, SHEILA GANGELHOFF, DAVID J 500 N OSCEOLA AVE # 303 VITIALITY HOUSE 2/3 405 N FORT HARRISON AVE CLEARWATER FL 33755 - 3935 IMBERHORNE WAY EAST GRINSTEAD CLEARWATER FL 33755 - 3904 WEST SUSSEX RH191 RL 00000- UNITED KINGDOM GEORGIA STREET PROPERTIES LLC GERHARDS, PETER GIBSON, ROBERT W 305 N FORT HARRISON AVE GERHARDS, URSULA GIBSON, GENEVIEVE CLEARWATER FL 33755 - 3923 500 N OSCEOLA AVE # 607 7610 SMETANA LN #309 CLEARWATER FL 33755 - 5413 EDEN PRAIRIE MN 55344 - 4753 GLEASON, FRANK R GLEASON, SUSANNE W 500 N OSCEOLA AVE # 406 CLEARWATER FL 33755 - 3937 GRAVES, ROBERT M 244 HARTNELL PL SACRAMENTO CA 95825 - 6612 HAGAN, JILL 500 N OSCEOLA AVE # PHG CLEARWATER FL 33755 - 3947 HALEVY, BINIAMIN HARBOR BLUFFS WATERFRONT HARRISON -JONES PROPERTIES LLC HALEVY, SARA CONDO KUGLER, BENJAMIN 500 N OSCEOLA AVE # 209 500 N OSCEOLA AVE 305 N FORT HARRISON AVE CLEARWATER FL 33755 - 3935 CLEARWATER FL 33755 - 3947 CLEARWATER FL 33755 - 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4020 500 N OSCEOLA AVE # 403 CLEARWATER FL 33755 - 3937 LEWIS, W A INC LOIZOS, ANASTASIA MACDONALD, GLADYS 2617 W GRAND BLVD MERWIN, EUGENIA MACDONALD, PHILIP B DETROIT MI 48208 -1234 75 MOUNT TOM RD 500 N OSCEOLA AVE # 408 NEW ROCHELLE NY 10805 -1216 CLEARWATER FL 33755 - 3937 MACHLER, T J MADERO, ESPERANZA MADERO, ESPERANZA 2265 SHARKEY RD 500 N OSCEOLA AVE # 102 500 N OSCEOLA AVE # 511 CLEARWATER FL 33765 - 2704 CLEARWATER FL 33755 - 3931 CLEARWATER FL 33755 - 3939 MADERO, MARIA R MANECCHIA, VICTOR MEHLER, HORST GONZALEZ, LIDIA M 500 N OSCEOLA AVE # 501 500 N OSCEOLA AVE # 411 500 N OSCEOLA AVE # 809 CLEARWATER FL 33755 - 3938 CLEARWATER FL 33755 - 3937 CLEARWATER FL 33755 - 3915 MERWIN, GAIUS W III MESCHOULAM, SAMUEL METHVEN, ALLEN MERWIN, EUGENIA MESCHOULAM, CLARISSE METHVEN, JILL 75 MOUNT TOM RD PALMA CRIOLLA # 4 301 120 SW 7TH ST NEW ROCHELLE NY 10805 - 1216 BOSQUES DE PALMAS DUNDEE OR 97115 - 9535 HUIXQILUCAN 00002 - MEXICO MORSE, DAVID G THE MORSHEAD, JOHN W MOUNT OLIVE AFRICAN METHODIST MORSE, CAROL L THE C C BOX 99 -071 11450 RUGGIERO AVE JOHANNESBURG 2000 00000 - 600 JONES ST LAKE VIEW TERRACE CA 91342 - SOUTH AFRICA CLEARWATER FL 33755 - 4136 6735 NIERENGARTEN, WARREN B NIERENGARTEN, JANICE 500 N OSCEOLA AVE # 203 CLEARWATER FL 33755 - 3934 Old Clearwater Bay Neighborhood Kathy Milam 1828 Venetian Point Drive Clearwater, FL 33767 OSTERTAG, MARTIN 500 N OSCEOLA AVE # 705 CLEARWATER FL 33755 - 3941 POMAHAC, ROBERT R 5571 MARGARET AVE CULVER CITY CA 90230 - 6251 REICHARD, SHERWOOD MARSHALL 2306 GREENGATE DR AUGUSTA GA 30907 - 3558 ROSS, COURTNEY D JOVANOVIC, DUBRAVKA 604 N OSCEOLA AVE CLEARWATER FL 33755 - 3838 SAWTELLE, KAREN R SAWTELLE, RAMSAY 957 VERDUGO CIRCLE DR GLENDALE CA 91206 - 1535 SHALLIMAR REALTY INVESTMENT IN 413 CLEVELAND ST CLEARWATER FL 33755 - 4004 SIMPSON, WILLIAM J III SIMPSON, KAREN 500 N OSCEOLA AVE # 805 CLEARWATER FL 33755 - 3942 North Greenwood Association, Inc. Jonathan Wade 1201 Douglas Road Clearwater, FL 33755 O'LEARY, KIERAN B O'LEARY, DONNA G PO BOX 170699 SAN FRANCISCO CA 94117 - 0699 PACE TECH PROPERTIES INC 2035 PHILIPPE PKWY SAFETY HARBOR FL 34695 - 2133 POWLEY, CHARLES N POWLEY, VIRGINIA J 500 N OSCEOLA AVE # 509 CLEARWATER FL 33755 - 3939 ROCKL, RAYMOND G ROCKL, HILARIE J 2020 E KENT AVE # 411 VANCOUVER BC V5P 4X1 CANADA OKUBOYE, JULIUS A 600 N OSCEOLA AVE CLEARWATER FL 33755 - 3838 O'NEAL, LINDA D 401 N GARDEN AVE # 4 CLEARWATER FL 33755 - 4174 PICCONE, ENZO PICCONE, PATRIZIA 601 N OSCEOLA AVE CLEARWATER FL 33755 - 3839 QUANN, MARK ADAMS, REBECCA E 131 N SAN MARINO AVE PASADENA CA 91107 - 3537 ROESCH, HANS K ROESCH, MARIA T 48 CASTLEDENE CIR 00030- AGINCOURT ON M1T 1S1 00030 - CANADA RYBACK, DANIEL RYBACK, DORIS A 500 N OSCEOLA AVE # 205 CLEARWATER FL 33755 - 3934 SALINAS, MARY THE CHURCH SCIENTOLOGY RELIGIOUS 503 CLEVELAND ST CLEARWATER FL 33755 - 4007 SEEFELD, PAMELA J LIVING TRUST SETTLE, BRUCE J 331 BELLEVIEW BLVD SETTLE, ELIZABETH J BELLEAIR FL 33756 - 2018 PO BOX 249 NEW BERRY SPRINGS CA 92365 - 0249 SHERMAN, MARTIN J SHERMAN, RHONDA RENEE 3109 CARTER AVE MARINA DEL REY CA 90292 - 5508 SIMPSON, WILLIAM J SIMPSON, KAREN P 500 N OSCEOLA AVE # 805 CLEARWATER FL 33755 - 3942 SIDORENKO, VLADIMIR SIDORENKO, YULIA 500 N OSCEOLA AVE # 505 CLEARWATER FL 33755 - 3938 SONDERMANN, WILFRIED & HELGARD 52 ACACIA ST CLEARWATER FL 33767 - 1405 STAHL, TATJANA STRIJEWSKI, HERMANN TEZARIS & BIEBER AQUISITIONS L AMEISENBERGSTR 41 500 N OSCEOLA AVE # 105 4965 W BREEZE CIR D -70188 STUTTGART 00000 - CLEARWATER FL 33755 - 3931 PALM HARBOR FL 34683 -1126 GERMANY Thomas Coates Triangle Development 305 North Fort Harrison Avenue Clearwater, FL 33755 TRIANGLE OLD BAY HOLDINGS LLC 501 N FORT HARRISON AVE CLEARWATER FL 33755 - 3906 URIZARBARRENA, MIKEL FRIAS, BERTA 500 N OSCEOLA AVE # 601 CLEARWATER FL 33755 - 3939 WEIDLICH, ALAN H 1137 N MARYLAND AVE # 1 GLENDALE CA 91207 - 1646 WHEATON, MARJORIE 500 N OSCEOLA AVE # 308 CLEARWATER FL 33755 - 3936 THRESHOLD CONSULTING SERV INC 200 N GARDEN AVE STE B CLEARWATER FL 33755 - 4187 TRIANGLE S A LAND LLC 305 N FORT HARRISON AVE CLEARWATER FL 33755 - USLANDER, CHARLES GONZALEZ, MARIA DEL PILAR 5415 N SHERIDAN RD # 714 CHICAGO IL 60640 - 1947 WEIR, J MICHAEL 500 N OSCEOLA AVE # 611 CLEARWATER FL 33755 - 3940 WHITEHURST, LEON JR BASKIN, HAMDEN H III AFD 720 SNUG ISLAND CLEARWATER FL 33767 - 1831 THRESHOLD CONSULTING SERV INC 200 N GARDEN AVE STE B CLEARWATER FL 33755 - 4187 TSETSE LLC 610 MANDALAY AVE CLEARWATER FL 33767 - 1632 WADDELL, DAVID E WADDELL, GWEN S 500 N OSCEOLA AVE # 709 CLEARWATER FL 33755 - 3941 WEIR, TIMOTHY J 7328 SPARHAWK RD WAKE FOREST NC 27587 - 5493 WILLNER, NEIL A THE WILLNER, EVE K THE 1928 RIMCREST DR GLENDALE CA 91207 - 1044 WONG, PATRICK Y WOODRUFF, JOHN W YOCKENFLOSTER LLC WONG, LINDA WOODRUFF, CLAIRE B 235 N GARDEN AVE 10 SOUTHDOWN CT PO BOX 543 CLEARWATER FL 33755 - 4121 HILLSBOROUGH CA 94010 - 7242 DANA POINT CA 92629 - 0543 Harrison Village and Island View Exterior Color Schedule Metal Roofing SW 6941 Nifty Turquoise Cornices SW 2833 Roycroft Vellum Trim SW 7104 Cotton White Roof Tile SW 6622 Hearty Orange Building Base SW 2817 Rookwood Amber Building field SW 2865 Classical Yellow Awnings SW 6601 Tanager Building Field SW 2831 Classical Gold Building Accent SW 6649 Tango All colors based on Sherwin Williams ZTApril ZOOS ORIGINAL RECEIVE[ Abu'- 13 2,1110 7 PLANNING DEPARTMENT CITY OF CLEARWATER I ■ 1111 9-V�4W: 11111 ■ ■ ■■ ■■ Intraccast ISLAND VIEW TOWER THREE High -rise condos, water and city views ISLAND VIEW TOWER TWO High -rise condos, water and city views ISLAND VIEW TOWER ONF High -rise condos, water and city views ISLAND VIEW BROWNSTONES Low -rise residential condos AMENITIES PLAZA 'I PARKING GARAGF L HARRISON VILLAGE Low -rise mixed -use residential condos HARRISON VILLAGE STORES Street level restaurants, and retail on Georgia, Fort Harrison and Jones I!g � a Harrirnn 1 O Z Soutl no r �M Z ....a F TE - C—ge Entm— ,- r,-Jow Osceola nuC, P Harrison Villaqe North Crr'I P Psr, FF } ISLAND VIEW ORIGINAL RECEIVED 1� 3 2007 PLANNING DEPARTMENT CITY OF CLEARWATER 17 Lj T� EAST ELEVATION, FROM OSCEOLA �'j io IS L-A-N.,-D VILIA/T ORIGINAL RECEIVED AUG 19 2007 PLANNING DEPARTMENT CITY OF CLEARWATER AVE�,',)'T ELEVA'-IPION, FIZOMIN;rXTEIZ ELEVATION. 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Lli Ct W 4�0 C14 ~ CD LL L11 cs) II E II E Ef [To FT ❑E L E E ft i If II a I ILL !:mn =.7 It_ jw�lljm� G Hiiiiiiiiiiiiiiiiiiiiiiiiiiii���� I ■ONE ■ u I, 11 ,no, II 9i IG II If II II II II II =1 IE=l =11: II II it o IE II II II II II II I4 11 II II II F= II la 61 m w ci z ft i If II a I ILL !:mn =.7 It_ jw�lljm� G Hiiiiiiiiiiiiiiiiiiiiiiiiiiii���� I ■ONE ■ u I, 11 ,no, < F- F- z LU Lu F- J) < -q C) LU Qe F =4 LU D D Q� III d) LU (D "D Ul LLI a: UA r eci " q) cr1 Z = v C� LU LLI LLI -D LLI t— U.1 LLI -D LEA w q 0 U F-- LU 37 LLJ LU < LI z LLI > flL LU L LL, w F- < 0 LL LU q) --A LU OL -A Lp fu > F- a: LL z F- V LIJ U-1 UJ zz z Cii F- F- )7 LLL w ED LLI LU C, ":z x w b w -T Abb rW yw o w ci z LU LIA w Lli Ct W 4�0 ~ CD LL L11 cs) LL C) W LLI -4 (V Lu U-1 w x U-1 LH D D i T < F- F- z LU Lu F- J) < -q C) LU Qe F =4 LU D D Q� III d) LU (D "D Ul LLI a: UA r eci " q) cr1 Z = v C� LU LLI LLI -D LLI t— U.1 LLI -D LEA w q 0 U F-- LU 37 LLJ LU < LI z LLI > flL LU L LL, w F- < 0 LL LU q) --A LU OL -A Lp fu > F- a: LL z F- V LIJ U-1 UJ zz z Cii F- F- )7 LLL w ED LLI LU C, ":z x w b w -T Abb rW yw ? II Id i ii Id ! di 61 II II f1 di II i1 ;I it Ii 11 1 ;k I II ii II cl li _ €i 16 II [d EI li Ii it it II ii Id I I 11 dl ii II it {{ II li 11 IC II 16 �I Ii II !I dd i i I i 19 II EI [i CI ii i1 li E6 li I€ 18 it 61 II it (I II ! I I9 k I ! !I nYpP I Ej Ii I I I II I! i1 II _ it !I Ii �i i:� ii 18 6i li it [1 it Ci ! iI II 11 66 Id 11 Id Id li G =1f1 Id I@ Il li 11 it II Id P i I ! A I t l E i t tl 0 i t Y i 1 4 t t f i C _ I C I dd II II II II li ([ �d dl II II it IC dl 11 Id { E I _� I d ► I I I r I II x l I i� I it LL II I II - I I !�� ,• ems^ p allI 6 I I } i t I—it ✓�fJit 1, J A �,"' } I I Q I LV 66 i LP IL G 11 IE II I f I � II I i! tt II II II li !d it li I i'r fi (1 Is {� f1 ii it I! 11 dl II I ■ ■ ■ L� Ell II } II i1 II I, I 11 it Ii IF ]i I € II II 8 €I IC `} dd F I F II • i f Y •_ � � Y i Y 1 f a a1Y '. • �� ' ��. ++i.Wr..r "..ter . . #f+. iYY lull 1 1.11 L••�•III 1 III I ICI ! i]y I �aC L /.�Itl_ I •VIII I ■AIL I tl I (I I_ ill i w t f INE • f y` llr. 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Q a 8 0- Ow r w F W S) LLI t` O m ?LL, z 3 z ' w ll1O w Q uZ—.. z Op =i LU Q N u c F: K z w [tl U Q ZB D Z_ W 4A � n � [ar J s a CR mw N h 3 Z w w Z w w w ' @ Q uj F- L11 Q 1 = Z Q Lil S� 3 � Z r J r QN 1 Q Owl ZQ n a� wt- cfZjC3 Zw w w �r Q� 1s N Lp S) �O w Q� wf E Q q 'D z0 <El z zA zw LL, 4 (iszt (L w a a (iLU }o (L o {lU1U }o IL F: wo S OU W k5 �- 4 } �- O f~ 0 0 w' t `C p z Rh q tY Nq OZ w A 4 p �U Q I�U� ® �Q NU 4N u R =1 Z �p u �j0 QO OQ ao> O 3Ur ZU r v Q Q lam wU zU w w xgGg E� x r W wQ �-a wV ~ O =w UO QO 8(Y � rZ xQ U� x U� a xw R > - 4!w m 2 � U CZ LL z a a a a Q a a a ¢ Q .t s- 1. l rw ID IPPROVED 76-o'7- o7oz All CMEET HUMM A1.30 113' -IMII -2" 3" -511 . cev E E 1, t — UNIT —A IF €__ �! F f 4 -- /r - - -_ _ r Ln it - - - - -- _ �` D. ` 1; 9= _ TAI 2 LOBBY 2 pELEY 7 - i :a t j ", 7 ( —"°l i � i ��' =F ��� _- �. 0 i UNIt -B -° I (� 6 LNIT 5 = 9 ! ' { j it !V - _. _ _ ji — \j LT_ I L -- - ®® UNIT- -- — it 305 - 1 I UNIT- " t n1 !e + _ K � , – , - t I�� D ` 6 BOBBY ELEY 1 € p 1 jI_ < t f b' - @" I2' -II" �'_5" 4 @° , 4' - @" '- `." _ C= '! -b i - "f 4'- @ "I-S'4' - @" S 4'-5" 12'-11 "r b'- @" b'-2" E ,t � �31' - @" ib' -9" I i ``,. ,r' f (! l6' -9" � 31'• @° A r _EVATOR STOPS 441 -0° W 16' -0" 27'_4" 27' -4" 44'_00 W 360_$1 541-811 48'_3" 541.811 TOW N-3RD LEVEL PLAN A131 3/52' r P-0" J z I gEvwo"u xD -r R, 1% I - A, /A 1.33 6' -5" S' -1u 10' -2u 3' -511 21' -5u 3' -5" 10' -2' 1 1' -11" t ' -0" 1' -0° 3' -5" i 21; lu 10' -011 .31-411 10' -01 2' -1' i V-5111 V -0" e { – I — i1 I - - -- - - - - -- — — -- - ii r I — — - -- j — rn � II ! I rri ,« Ln - -- Ji di 7a RI to t' "i If 1 UNIT -A I I III j� I UNI�A 1101 ki i l 'lz�� 7 f �''f 7 ' I' ` II ' ° � -- -'ref\ ^•� ``� \. _ `; ..# —J � "�. _ L 6 l } f� � —�- _ I t. r - — E P I1 _ Dti i r� _ -5T,4I - -- — h_� LOBBY a EL 2 � i� ( y , -� - ii UNIT -B �! £, UNIT -B _ 1103 i i \ I pz ' I 1104 �— I I- it iiC 1 _ I ( _ 'ct• i `'SI; e,J ,>t (e ,., %„�, ,, �f'`'',. ,,A l '.`w• ✓ ` °— .1�1 R � �' � I M k I r „`'` f� R , r . �'� —..__Z 1 ✓� /� P"t /'�%'''� -`_'v ,I --- ______._ _._ I c I 1` - f F17------ ---- - --��, - -- -- - ------- - - - - -- — _ �__ I �=— - -j - - _ UNIT -C UNIT -G `o ® i 1�8 1 r cv I; g �1 P — , I} I } r 3 6 { I � i \ h G Fffi DN i LOBBY 1 ELEY 1 Cr -- fit - 1-11 id _111 i i , :I — - () �! – IL S QL -- i @ - - — . -_ UNIT -D -� ----- r - - - -- -- - � _ 1101 1 N — _.__. ___. _ _.___...__f_. 1....__ _ _. __f__ -.. _..... _. � _ °_..�.___... __.- ___1.__ _..._ _-. _..__ _.___.. { .� •: �•-_— -._ -_�5. 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I 1! r � i I yy rr _ F 1 I 9 it 1 v II -6 `4' -0' 4' -5" 3' -0n 5' -Zn Imo' -f�° 2'•II' 4' -5' 9'-1' ' -1' I 1'- o' 12' °0n 1'-�0° I i 4'-i° 9' --,n 1 a°5n 12' -11'1 61-0" 5' -2' '-0' 4' -5° 4' -0n IF(ui -0' 21' -0n i M -3" i 11' -4u 11' -311 I 21' -0' TOWER —1 1 TH LEVEL PLAN 1. y 113' -911 p 9' °on 5' -loll 61 -9' 81 -011 10' -2n 3' -5'. 211 -5n 3' -59 , 10' -2' 8' -011 W -g° 51 -10" 9' °oll 16' -0" l 1' -11" l all - 4 E 3 « - { { @ •:�— of ! { =° � ' � « 6 {6{ �Ir LIMIT -A R 9 I I @f 1 [ UNIT -A I' 1002 3 I I Lj Ic 41 \ " I 11 t 1 {{[[ -k) {� I t E { " ` _I_ _ice __ --@`' ,/ ��,r h ,�� i �o�I i „' „� ,r'\ .: " . �v « f r F 1 , III ^ - ,!, Y {`{ P - � t IS�ai 4.✓ f ` ��'�". _ fir' a;, .l � Tom: I ` ��. ; i..,.: _ ' I F�II I, 'IF DI I f i l l r - � 4 �f rn lli j L i i G�1~t - (p in �ili -_. - 5TAf 2 iii LOBBY 2 @ ELEY 2` 1 - - -'�{'. it � et • k a , ,{ _..._ } � -- -__ ____ . — - - - -- . - -- - p-- - « { 1 I UNIT -B 11 j f 1004 R( k Ht { < t n, 1 y \ 4 l l I— S e F \ - _ : w P� l' « ,R to -- i r 1 f t a « lo- _1 6I d� UNIT -G `_ —. -- -- —� �?, _I o_I 1006 Nrl . i « a, I C - 9 - i _t I r t � T 2 _ - ,i g](2 - � e jj 14 1 lM I LOBBY 1 ELEY 1F.. - - 8TA ` .:. ._� yam__ ;, -- r - — —jj _��[— -i -- I i F 4 '-`.11 —.R -_' —_ r 6 99 u ;J{ F Eli. { �. «, �-`, �: -_�;� I «e�' t ill :',. ✓"tip 6 `III ,, } _� ..�.�1« i•1 ='� -,r, 1;:6 p •-•F F °n yy �` p r� V! ! yy E 4 +N I f 1 9 1001 I't � 1 _ I -- I 1 � I I 4'- 0 "16 "$' -0" 4' -5" f ' - @` 5' -2" ! 6' -0" 2' -11 "@ 4' -5'4 9' -1n '131-4n;. 12'6" 12' -0n'_6 (3' -5'. 9 ° -l" 14 5 V-11 6 _00 51-2 ! 01 4'-5" 4 0 I -roll @ 4' -0" I 21' -0n a 11' -3' I Ill-IV" ORIGI RECEIVED PLANNING DEPARTMENT lF CITY OF OL W0.TER 1 TOWER TH —10TH LEVEL A1.34 3,326 a 3 a 3 111 i UNT1 i, i U &- SHEET NUMBER 1 � ,I ITFOrl-m m K , m F-J, -I TOWER THREE-14TH LEVEL PLAN EMU mwi%lm' mm • 4 01, k A t ISSUE DATE 07-02-07 SCALE SHEET NAME SHEET NUMBER A1.35 34' -3° i o ir — — ----- - - - - -- _ -- _. _._. — _1 _ . --- - ----- �i I UNIT -F' - - -{ f UNIT -F 0 .o , -- -- 1801 � „� � ➢� I , � { � 1802 I- - LL_ ` — F @— f% r //^r aJ ! ±Ft {� ti` - -wr r t I' _ @ � BT AI 2! LOBBY 2 ELEV 2 - ti, � in -- - _iY (M, �: 1,�: _- - _ L -21f — s - - I:? r ._ -- - J = - - -- �' �, ( UNIT -h! �— E _._ ._. UNIT -H 1803 I504 !! in in rN ,I STA LOBBY S ELEV 1 p =—E-111=71 i —OF - r CE I A E { I an to 5--oll k f s 4' °b' k 10' -10" 7' -i'! b' -0" "2' -11" i 4' -5 "` V -1" 13' -3 "I ° 14 " -8" {3' -3" 9' -i" E4' -5" ! 2 ° -II'! b ° -0" ' -1 t 10'-10° 4' -�" fl I2i' -0" ! tl, -3p 111 -`7'A pA,3AA . { 211-01 I. TOWER THREE-18TH LEVEL " -A " SHEET NU MWER A1.36 A S11-2N 24'-I1' 10'-q" HIGH PARAPET 35' -l" 24'-11" HIGH PARAPET 6-0' HIGH n n 11 11 Fit FI It r F- I- F al7q, TF; F PE -3 :14 li 11 If 11 H 11 it Il 11 H F r� f-t F; li Fl, it H 1�1 I ti it iE ft ti I; H r it ti Fi T4 P-1 if it 11 1,-:, J-411i II 1� !i it 1� it it 11 It tl H Ei I I , i ft 11 H Il H 1 1 it 11 Ii H 11 H ;I H it H it 11 it H H if li III If= ER or-. 13-o:-6 FRO. 4'-1 " HIGH PARAPET 11- 501IX301 PAD C-4 -T- ... . ...... 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DOWN m3vvN-DOWN SLOPE Z-z SLOPE SLOPE DOWN Lo jg --Lu M DOWN DOWN 0 0 p -1 c) 0 c:) Z 0 -011 oo Lu z ✓ CL 3: / / 2 O U) 0 30'-021" 15'-6" w CL U)0 U) 0 RD, SLOPE UUW w 3: Z CL : 0 ) lo, c 15' -6" 174'-9')" 57'-0" 57' -0" 29'_0 30'-2" 13' -10" —11–,. - – RECEIVED AUG 13 2907 PLANNING DEPARTMENT CITY OF CL WATER o -3 a REVISIONS BY a I LU LL 20 U, z U) 0 0 cl) a SLOPE Z-z SLOPE SLOPE DOWN � SLOPE DOWN DOWN DOWN LU a- Lu z ✓ CL 3: / / 2 O U) 0 30'-2" 13' -10" —11–,. - – RECEIVED AUG 13 2907 PLANNING DEPARTMENT CITY OF CL WATER o -3 a REVISIONS BY a I .. W'�fJB+ wmYll �i-1� A -2 EXTERIOR FINISH SCHEDULE FIN. # MATERIAL FIN. # MATERIAL EDIT DATE I'- 6"L.x4 "W. DECORATIVE OUTLOOKER5 - TYP. PAINTED 5-2 C45T STONE FINIAL BALL (SEE DETAIL) A -M SHERWIN COLOR COTTON WHITE 5W 1104 V- 6"L.x4 "W. �i t: 2 - DECORATIVE OUTLOOKERS - TYP. COLUMNS TO BE PAINTED SHERWIN A -2 l4" CEMENT PLASTER PAINTED SHERWIN WILLIAMS COLOR CLASSICAL YELLOW SW 2865 C-1 COLOR COTTON WHITE 5W 1104 4'0" cp x2 "THK. FYPON DETAIL - TYP. PAINTED D -I ALUM_ INUM TRELLIS (WHITE) SEE DETAIL A -3 SHERWIN COLOR TANGO 5W 664° A-4 ALUM. HANDRAIL - TYP. FINISH - WHITE G -1 "V" GROOVE TYP- A-5 24 "x4" THK. DECORATIVE CEMENT PLASTER BANDING PAINTED SHERWIN COLOR COTTON WHITE $W 1104 R_I BARREL TILE ROOFING -TYP TO BE FLORIDA BLEND A -6 f4" CEMENT PLASTER PAINTED SHERWIN WILLIAMS W -1 IMPACT FIXED WINDOW SEE NOA TYP. ALL COLOR CLA551CAL C20LD 5W 2831 36"x4" THK DECORATIVE CEMENT PLASTER BANDING W -2 IMPACT SLIDER SEE NOA TYP, ALL A -1 PAINTED SHERWIN COLOR COTTON WHITE SW 1104 4" CEMENT PLASTER PAINTED SHERWIN WILLIAMS W -3 IMPACT CURTAIN WALL SEE NOA A -8 COLOR ROCKWOOD AMBER 5W 2811 8 "x4" THK. DECORATIVE CEMENT PLASTER BANDING PAINTED A -� SHERWIN COLOR COTTON WHITE 5W 1104 (SEE SECTION DETAIL) A -I0 "FYPON" EIF5. WINDOW HEAD DETAIL EXTERIOR FINISH SCHEDULE FIN. # MATERIAL I'- 8"W.xl2 "THK. DECORATIVE BANDING WITH OUTLOOKER5(TYP) A -1 PAINTED SHERWIN WILLIAMS COTTON WHITE SE 1104 A -2 4 "W x I" THK. DECORATIVE CEMENT PLASTER BANDING PAINTED SHERWIN COLOR COTTON WHITE 5W 1104 �14" CEMENT PLASTER PAINTED SHERWIN WILLIAMS A -3 COLOR CLASSICAL YELLOW 5W 2865 A -4 12 "W x ly" THK. DECORATIVE CEMENT PLASTER BANDING PAINTED SHERWIN COLOR COTTON WHITE SW 1104 A -5 DECORATIVE FYPON DETAIL PAINTED SHERWIN WILLIAMS TANGO 5W 6v4l� A -(o %4" CEMENT PLASTER PAINTED SHERWIN WILLIAMS COLOR CLASSICAL GOLD 5W 2831 A -1 ALUM. HANDRAIL - TYP. FIN15H - WHITE - _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - A -3 A-2 — — — — — — — — — — — — _ — — — — — — — — — �- — — — — — — — — — — — — SIP) k ` - - -- - - - - - -- A 11 —— — � Ail -- `� F -_ ►► n -- - Fl I Fol I - -i 'I A -4 A -5 A -5 A -5 A -2 = L-2 A -2 A -3 FIN. # MATERIAL B -2 aL BALL (5EE DETAIL) °AINTED SHERWIN C °I JHITE 5W 1104 D -I 15 (WHITE) SEE DETAIL G -I R -I OFING - TYP TO BE FLC W -1 4DOW SEE NOA TYP. AL W -2 EEE NOA TYP, ALL W -3 WALL SEE NOA f► Rl •y , EDIT DATE �i t: 2 - IIII A-2 A-2 A-5 — — _ — — — — — _________________' ,________._ �F —' - __— v_.__.___.._ -- �.�---- .-- -- -� -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- — W-5".1-EVEL 2 - - - - - - - - - - - - — — — — — — — — — — — — 04 12'-(o'-LEVEL 2 FF. A-2 -ff- idp-lj — — — — — — — — — — — — — — — — — — — — — - (W-W-LEVEL 2 FRO ---rFFITIF -1 11-:11FE] F71[ 1 F111 R m A-3 loll W-O"zi-EVEL 2 FF. Ln 46'-0"=LEvEL 2 Elm ............ � D I ❑El'LUJ El 11EE FF III 17 I illlfl],F I �IJFIFI E L-4 111MILEMMI 111 lj� ■:mil ww J ii'-4"-F`ARAP4ET 56' -0° -LEVEL 2 FF.� 46'-0'mLEYEL 2 I'-(2"Lx4'W. DECORATIVE OUTLOOKElli - TYP. PANTED *lff SWERWIN COLOR COTTON WWITE SW 1104 I'-6"LX4%L DECORATIVE OUTLOMRS - TYP, 33'-0"=LEVEL I F.F. i—Alil 1 11 4'0" 0 x2'THK FYPON DETAIL - TYP. PANTED i1129jilli 4 qmMjJJ:wl=:* 014a, $1-EFUN COLOR TAWaO SW 664S 24!x4m TW DECORATIVE CErENT PLAMIR li PANTED SWMN COLOR COTTON U141TE SLU 1104 C=-,ENT PLASTER PANTED $1-E-WN WILLIAM COLOR CLASSICAL COLD W 201 ® 4A Wal IN :0v�04aPAMMIJ X li j ft4" TI-K DEODRATIVE Cli PLASTER BAii PANTED $HERWN COLOR COTT04 U41TE SW 104 (SEE SECTION MAIL) L 20'-4"-6R4DE Elm ............ � D I ❑El'LUJ El 11EE FF III 17 I illlfl],F I �IJFIFI E L-4 111MILEMMI 111 lj� ■:mil ww J ii'-4"-F`ARAP4ET 56' -0° -LEVEL 2 FF.� 46'-0'mLEYEL 2 I'-(2"Lx4'W. DECORATIVE OUTLOOKElli - TYP. PANTED *lff SWERWIN COLOR COTTON WWITE SW 1104 I'-6"LX4%L DECORATIVE OUTLOMRS - TYP, 4'0" 0 x2'THK FYPON DETAIL - TYP. PANTED i1129jilli 4 qmMjJJ:wl=:* 014a, $1-EFUN COLOR TAWaO SW 664S 24!x4m TW DECORATIVE CErENT PLAMIR li PANTED SWMN COLOR COTTON U141TE SLU 1104 C=-,ENT PLASTER PANTED $1-E-WN WILLIAM COLOR CLASSICAL COLD W 201 ® 4A Wal IN :0v�04aPAMMIJ X li j ft4" TI-K DEODRATIVE Cli PLASTER BAii PANTED $HERWN COLOR COTT04 U41TE SW 104 (SEE SECTION MAIL) Elm ............ � D I ❑El'LUJ El 11EE FF III 17 I illlfl],F I �IJFIFI E L-4 111MILEMMI 111 lj� ■:mil ww J ii'-4"-F`ARAP4ET 56' -0° -LEVEL 2 FF.� 46'-0'mLEYEL 2 wkrW I I 9RIM 03 BPARKING GARAGE PLANE STREET LEVEL PHASE I A ],(o ✓ Y-0" Fl vz BROWNSTONE PHASE I / SOUTH ELEVATION Al.(o(o 3/32" = P-0" �MMM ro loll on 1101100 1010110110 No 1 101 01 =LL/WI:M LCYCL ROWNSTONE PHASE I / NORTH ELEVATION V-0" 111111111111 11 111H1111H 1111H 11 till III :1 E til u �u� uu L-JI i 02 Al'(01 3 : I . 0, p] ri I DRAWN I BBB I ti SHEET NUMBER 67 DRAWING LIST - CONT... LATEST REVISION SHEET DESCRIPTION ISSUE DATE I NO. DATE GOV. COVER JULY 2, 2007 A0.00 SITE PHASING PLAN JULY 2, 2007 A-0 01 MASTER SITE PLAN JULY 2, 2007 A-1.01 LOWER LEVEL PARKING PLAN JULY 2, 20D7 A-1.02 LOBBY LEVEL PARKING PLAN JULY 2, 2007 A-1.03 3RD LEVEL PARKING PLAN JULY 2, 2007 A-1.04 4TH LEVEL PARKING PLAN I JULY 2,20071 A-1.05 ROOF LEVEL PARKING PLAN JULY 2, 2007 A-1.06 NORTH SITE ELEVATIONS JULY 2,20 E--Li-VA­T-10-N-­S­ JULY 2, 2007 q_1 0g A-1.( EAST SITE ELEVATIONS JULY 2, 2007 WEST SITE ELEVATIONS I JUL x'2, 2007 A-1.0 A-1.10 TOWER ONE LOWER LEVEL PLAN �--JULY --2,- 2007-1----- A-1.11 TOWER ONE LOBBY & 3RD LEVEL PLANS _jJUL\t2,2007iF A-1.12 TOWER ONE 4TH LEVEL & 5TH - 7TH LEVEL PLANS I JULY 2,2007' --- - ------- A-1.13 TOWER ONE 8TH & 9TH LEVEL PLANS JULY A-1.14 TOWER ONE 10TH & 11TH LEVEL PLANS 6 JU12C1, '2007! A-1.15­1 TOWER ONE 12TH AND 14TH LEVEL PLANS JULY 2, 2007 1 I A-1.16 ] TOWER ONE 115TH THRU17TH & 18TH LEVEL PLANS JULY "?; 2007 A-1.17_l TOWER ONE 19TH & ROOF LEVEL PLAN A-1.18 TOWER ONE NORTH ELEVATION Ip JULY,?, 2007 A-1.18a TOWER ONE EAST ELEVATION JUILY2",2007! A-1.19 TOWER ONE SOUTH ELEVATION JULY 2, 2007 A-1.19a I 'TOWER ONE WEST ELEVATION JULY 2, 2007 A -1.20 TOWER TWO UPPER CLUBHOUSE & LOWERLEVEL EXERCISE PLANS I JULY 2,20071 A-1.21 JULY 2, 2007 TOWER TWO 4TH THRU 6TH LEVEL & 7TH THRU 10TH LEVEL PLANS A-1.22 TOWER TWO 11TH THRU 17TH LEVEL& 118TH LEVEL JULY 2, 2007 A-1.23,-,I----- TOWER -TWO ---I-9--T-H- AND --R-O- JULY 2, 2007 --------- -- A-1.24 TOWER TWO NORTH ELEVATION I JULN^2, 2007 A-1.25 TOWER TWO EAST ELEVATION JULY2, 2007 A-1.26 TOWER TWO SOUTH ELEVATION JULY 2, 2007 A-11.27 TOWER TWO WEST ELEVATION JULY Z-2-0-07-1- A-1.28 NOT USED JULY 2, 2007, NOT USED I JULY 2, 2007 A-1.29 ----------- ------ A-1.3-0-1--- TOWER -THREE LOWER LEVEL PLANULY 2, 2007 A-1.31 TOWER THREE LOB BY& 3RD LEVEL PLANS JULY 2,20071 - - - -------­-------- ­­­ I A-1.32 TOWER THREE 4TH THRU 5TH &6TH LEVEL PLANS JULY 2, 2007 -j— A-1.33 TOWER THREE 7TH THRU 9TH LEVEL PLANS UCY2�-200� A-1.34 TOWER THREE 10TH & 11TH LEVEL PLANS JULY 2, 2007 A-1.35 TOWER THREE 12TH THROUGH 17TH LEVEL PLANS JULY 2,2007 A-1.36 TOWER THREE 18TH & 19TH LEVEL PLANS i JULY 2, 2007 -- - — ------- A-1.37 TOWER THREE ROOF LEVEL PLAN JULY 2, 2007 1 A-1-38 TOWER THREE NORTH ELEVATION JULY 2, ------ -- - - A-1.38a] _TOWER THREE EAST ELEVATION JULY 2, 2007 A-1.39 TOWER THREE SOUTH ELEVATION JULY 2, 2007 A-1.39a TOWER THREE WEST ELEVATION JUL 2007 A-1.61 BROWNSTONE 1ST & SECOND FLOOR PLANS JULY 2,201)7 A-1.62 BROWNSTONE 1ST & SECOND FLOOR PLANS JULY 2, —n W7 A- 1.63 BROWNSTONE ROOF PLANS JULY 2, 2007 A -1.64 BROWNSTONE FRONT & REAR ELEVATIONS A. JULY 2, 2007 A-1.65 BROWNSTONE SIDE ELEVATIONS JULY 2, 2007 A-1.66 BROWNSTONE ELEVATIONS PHASE 1 &2 JULY 2,2007 A-1.67 BROWNSTONE ELEVATIONS PHASE I & 2 JULY 2, 2007, R-1.0 HARRISON VILLAGE BUILDING I FLOOR PLAN JULY 2, 2007 R-1.1 HARRISON VILLAGE BUILDING 1 FLOOR PLAN JULY 2, 2007 R-1.2 HARRISON VILLAGE BUILDING 1 ELEVATIONS JULY 2, 2007 R-2.0 HARRISON VILLAGE BUILDING 2 FLOOR PLAN JULY 2, 20F R-2.1 HARRISON VILLAGE BUILDING 2 FLOOR PLAN JULY 2, 2007 R-2.2 HARRISON VILLAGE BUILDING 2 ELEVATIONS JULY 2, 2107 ---------- L4 Ei ED] J Ll E El El r ii k [j I. I J-11, IF] 1:1 El 4 El 0 I-J 0 00 OtIM I �,4 I C- i"j I 1 Li I-x El El E l t'f L­ 17� .777 k. 0 --T- 7 El El [-J �1 Ar -------- 0 El F L ID El FJ I JIL t,3 If Is m I jy ■ IN ■ IN LIN 11 15 ' �1■ 1G1 C1�1NO 1 1 �1f1 �1�� ■ � NJ 11 MIT! 1111111 Emil IInIM j 4 m f:� F '�AEET 041A.SM cov, z 0 0 Lo U. 0 z 7 x1i'll- w DRAWN IT DATE ISSUEDATE ORIGINAL SCALE RECEKI) i W .m? JOB NO. FILE NAME pLANNING DEPARTMENT CITY CF CL WATER SHEET HAMS SHEET NUMBER MASTER SITE PLAN - PHASING 11. j^,-jz" 0% ^ A-u,uo NEW 200708 01 TOWER 1! TOWER- 2-and Park in1qL-1-.-­.­--­ TOWER 2 W of Parking ER --- - ------ In­ TOS to TOS Ft In Ft 1 Datum Height; 161-10 °FloorHeight Datum Height 1 14 0 Floor Height Datum iq t!, 16; - 0 Floor Height �Floor Height Datum Height 0 Generator RoomF 8t j0 j14 I Lower Levell ll- i4 16 0" 0 Exercise and Sycl ill- 4 116'-0" Out to Pool I Lower Level 111- 4 16-0 i Jr­ 7- -------- t I Lower Parking4 9i- 10 122'-0" ------ -- -- '- 2 Lobbyl ll�- A 274' 2 Upper Club, 16; - 8 Dn from Street, flat to Tower 1 1 2 Lobbyl 1 l'i 4 127 4" 1 - ---------- 10� 0 !38' -8'_ __._ 3 Street Lobby! 13 - !0 31'-0" Streetlevel 10- 0 38-8 41 101 41 10 e 4 10- 0 �48'-B" 144'-0" 4 101- 18 44'-0" 6 5 10!- 10 58 -8 5 lol- 8 154 -8 5 0 8 54'-B" 5 IM- 0 0 �65'4' 65'-4" 168'-8" & M- 10 �69'-B" 1 6i 1 8 6� to 7 10 0 16%0" 71 1M 76'-0' 7 10- 10 78'-8"'- 1 !- � 8i lo!- 10 188'-8 " loj- 10 186'-0" 8 0 086;-0 --' 8 10 E0 88 -8 8 --- 1-6 198' -8' " 91 101- CO 196,-0" 101 0 9 101- 9! 10- 1 91 10; 101- 110 108,-8" 10 101- 10 1106'-0" II 101 10- 0 1106'-0" 10 lol- 0 1108'- ---- -- ------ ----- - ------------- 11� lo!- !0 1 0 116__0 „_ - ! ill 101- 0 1126'-0” 121 101- 0 1126'-0" 12i 101- �O ;128 lol- 10 (No 13th), lj­;�q'-B" j(No 13th)�l of- 10 1136'-0" No 13th) 0�- 0 1136'-0" (No 13th), 0- 0 138 14� ­ 101- 0 1136'-0" 41 101- 0 1136-0" 10- 0 3 14j 101- 0 138'-B" + A48'-8" 15t 10!- 10 1146-0" 15 10- 0 1146-0" f 151 10- 0 1148'-8 16 ; lo�- jO 158'-8 16 101- 0 156' -0 16 10 0 1156'-0' 16r' lo'- 0 1158'-8 171 101- j8 1168'-B" Y i6, - ?8 1166'-0" 171 101- i8 166'-0" 168-8 101- 8 179'-4 101 10 8 1176'-B" 101 101- 8 �176 -8' 18 101- 8 1179'-4 i 19x._._._101- �8 190' 0° 19 10' 8 19 101- 187'-4" 19 OT o' -o 1 11981-0" !Roof Slab -- ----- - - -- Roof Slab! 81. Roof Slab! , 566' WIN" PUBLIC ART GEORGIA STREET 40'RM = PUBLIC ART Mq,[jt[9 'VA A Lei • NU IC' 13 2007 • 0 -3 0 IVS50 OCR a SHEET NUMBER 47M I A06 13 2007 PLANNING DEPARTMENT CITY OF CLEARWATER ARKING-GARAGE- LOWER LEVEL 0, I I I 4.4 3 A 9 FM LEVEL AREA SEE TOWER 3 FLOOR PLANS NMO(3 U-1 CL ----- -- Z5 .iz co dn , fl II SEE TOWER TWO PLANS 11 II fl LEVEL AREA III dn I T/ \ 7 00 440 FF SEE TOWER 3 FLOOR PLANS FOR ELEVATOR ----- -- , CZ=== L1, a,/ J�j 440 FF F, ELEVATOR STOPS > a > 27'4' TO 31'-0" TO 44!-0" --- --- LEVEL AREA CO) F-I I CD X I -C nr-r -r^IA[r'rl n rl ^^M r'%[ A Kln � 0 � �Vtolh Wil"Mm Jolif"M m*vAjr-ITfT:"l -70— - - -J�_ SEE TOWER TWO PLANS L. (55'4' FF SEE TOWER 3 FLOOR PLANS FOR ELEVATOR - ------ -------- I 65'4" FF J, LEVEL AREA LEVEL AREA kk L ---------- i O O L --------- i Fi x., czz:::= c:zz::= .... . ..... .... CK-1 A ZEN ... 1"'! fg- I Nkll 1 3,10,161 FIT, ri F-Ism Moll a I 'W'fiEET 4145M-', A1.05 Pi I T SHEET NUMBER A-1.06 SOUTH SITE ELEVATIONS THEET NUMBER ORIGINAL RECEIVED AUb 13 2007 / . PLANNING DEPARTMENr SOUTH SITE ELEVATIONS THEET NUMBER rr rl i iL DRAWN MRG IT DATE ORt l s UE DATE RECEIVED SCALE Abb 13 2007 1 16t - It JOB NO. PLANNING DEPARTMENT CITY OF CL WATER FILE NAME SHEET NAME 02 SHEET NUMBER EAST SITE ELEVATIONS It v 14-1.05 a ^ A-iu8 WEST SITE ELEVATIONS I A c� dS PARCEL ONE: A PORTION OF LOTS 1, 2 AND 3, OF A.B. & JENNIE CATES SUBDIVISION, AS RECORDED IN PLAT BOOK 1 PACE 64 OF THE PUBLIC RECORDS " OF PINELLAS COUNTY, FLORIDA AND A PORTION OF GOVERNMENT LOT 4 IN SECTION 9, TOWNSHIP 29 SOUTH, RANGE 15 EAST AND A PORTION OF LOTS A AND B OF BERGENS REPLAT, AS RECORDED IN PLAT BOOK 26, PAGE 41 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA AND A PORTION OF A VACATED ALLEY PER Q.R. BOOK 7546, PAGE 607 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA, ALL BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGIN AT THE NORTHEAST CORNER OF SAID LOT 1 OF JENNIE CATES SUBDIVISION, ALSO BEING THE INTERSECTION OF THE SOUTHERLY RIGHT -OF -WAY LINE OF GEORGIA STREET AND THE WESTERLY RIGHT -OF -WAY LINE OF NORTH FORT HARRISON AVENUE; THENCE ALONG SAID WESTERLY RIGHT -OF -WAY LINE OF NORTH FORT HARRISON AVENUE S.00'16'19 "E., 530.62 FEET; THENCE ALONG THE NORTHERLY RIGHT -OF -WAY LINE OF JONES STREET, 3.8959'22 "W„ 100.00 FEET; THENCE ALONG A LINE 100.D0 FEET WEST OF AND PARALLEL WITH SAID WESTERLY RIGHT -OF -WAY LINE OF NORTH FORT HARRISON AVENUE N.00109 ".W., 528.34 FEET; THENCE ALONG SAID SOUTHERLY RIGHT -OF -WAY LINE OF GEORGIA STREET N.88'40'45 "E., 100.02 FEET TO THE POINT OF BEGINNING. CONTAINING 1.215 ACRES, MORE OR LESS. PARCEL TWO PROPOSED OSCEOLA AVENUE A PORTION OF LOTS 1, 2 , 3, 4, 5, 6 AND 7 OF A.B. & JENNIE CATES SUBDIVISION, AS RECORDED IN PLAT BOOK 1 PAGE 64 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA AND THE VACATED ALLEYS PER O.R. BOOK 7270, PAGE 1731, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA AND A PORTION OF GOVERNMENT LOT 4 IN SECTION 9, TOWNSHIP 29 SOUTH, RANGE 15 EAST AND A PORTION OF LOTS A AND B OF BERGENS REPLAT, AS RECORDED IN PLAT BOOK 26, PAGE 41 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA AND A PORTION OF A VACATED ALLEY PER O.R. BOOK 7546, PAGE 607 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA, AND A PORTION OF LOT 3 BLOCK 2 OF JONES SUBDIVISION OF NICHOLSON'S ADDITION TO CLEARWATER HARBOR AS RECORDED IN PLAT BOOK 1 PG. 13, PUBLIC RECORDS OF HILLSBOROUGH COUNTY OF WHICH PINELLAS COUNTY WAS FORMERLY A PART, ALL BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE NORTHEAST CORNER OF SAID LOT 1 OF JENNIE CATES SUBDIVISION, ALSO BEING THE INTERSECTION OF THE SOUTHERLY RIGHT -OF -WAY LINE OF GEORGIA STREET AND THE WESTERLY RIGHT -OF -WAY LINE OF NORTH FORT HARRISON AVENUE; THENCE ALONG THE SOUTHERLY RIGHT -OF -WAY LINE OF GEORGIA STREET 5.88'40'45 "W., 100.02 FEET TO THE POINT OF BEGINNING; THENCE S.0016°19 "E., 528.34 FEET, ALONG A LINE 100.00 FEET WEST OF AND PARALLEL WITH THE WESTERLY RIGHT -OF -WAY LINE OF NORTH FORT HARRISON AVENUE; THENCE ALONG THE NORTHERLY RIGHT -OF -WAY LINE OF JONES STREET, S.89'59'22 "W., 50.00 FEET; THENCE N.00'16'19 "W., 527.20 FEET; THENCE ALONG SAID SOUTHERLY RIGHT -OF -WAY LINE OF GEORGIA STREET, N.88'40'45 "E., 50.01 FEET TO THE POINT OF BEGINNING, CONTAINING 0.606 ACRES, MORE OR LESS. A PORTION OF LOTS 4, 5, 6 AND 7 AND ALL OF LOTS 8, 9, 10 AND 11 OF A.B. & JENNIE CATES SUBDIVISION, AS RECORDED IN PLAT BOOK 1 PAGE 64 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA AND A PORTION OF GOVERNMENT LOT 4 IN SECTION 9, TOWNSHIP 29 SOUTH, RANGE 15 EAST AND A PORTION OF A VACATED ALLEY PER O.R. BOOK 7546, PAGE 607 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA, AND A PORTION OF LOTS 2 AND 3 BLOCK 2 OF JONES SUBDIVISION OF NICHOLSON'S ADDITION TO CLEARWATER HARBOR AS RECORDED IN PLAT BOOK 1 PG.13, PUBLIC RECORDS OF HILLSBOROUGH COUNTY OF WHICH PINELLAS COUNTY WAS FORMERLY A PART AND A PORTION OF THE EXISTING RIGHT -OF -WAY OF OSCEOLA AVENUE NORTH AND A PART OF SECTION 9, TOWNSHIP 29 SOUTH, RANGE 15 EAST AND LOT A AND B OF CLOVIS C. LUTZ SUBDIVISION AS RECORDED IN PLAT BOOK 35, PAGE 76 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA AND A VACATED ALLEY LYING NORTH OF LOT A OF SAID CLOVIS C. LUTZ SUBDIVISION, ALL BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE NORTHEAST CORNER OF SAID LOT 1 OF JENNIE CATES SUBDIVISION, ALSO BEING THE INTERSECTION OF THE SOUTHERLY RIGHT-OF-WAY LINE OF GEORGIA STREET AND THE WESTERLY RIGHT -OF -WAY LINE OF NORTH FORT HARRISON AVENUE THENCE ALONG THE SOUTHERLY RIGHT -OF -WAY LINE OF GEORGIA STREET S.88'40'45 "W., 150.03 FEET TO THE POINT OF BEGINNING; THENCE S.00'16'19 "E., 397.79 FEET; THENCE N.89`44'18 "W., 225.07 FEET; THENCE ALONG THE WESTERLY RIGHT -OF -WAY LINE OF SAID OSCEOLA AVENUE NORTH, 5.00'50'40 "W., 27.97 FEET, THENCE ALONG THE SOUTHERLY BOUNDARY OF LOT B OF SAID CLOVIS C. LUTZ SUBDIVISION BY THE FOLLOWING THREE COURSES: 1 - S.89 °59'22 "W., 167,07 FEET; 2 - THENCE N.00'08'39 "W., 13.65 FEET; 3 - THENCE 5.89'59'22 "W., 77.69 FEET; THENCE ALONG THE MEAN HIGH WATER LINE OF CLEARWATER HARBOR BY THE FOLLOWING NINE COURSES: 1 - N.13'38'13 "E., 76.07 FEET; 2 - THENCE N.00'18'33 "W., 28.67 FEET; 3 THENCE N.12 °16'56 "E., 48.67 FEET; 4 - THENCE N.19'07'43 "E., 51.75 FEET; 5 - THENCE N,24'23'07 "E., 34.06 FEET; 6 - THENCE N.29 °15'19 "E,, 47.35 FEET; 7 - THENCE N.2524'43 "E., 43.69 FEET; 8 - THENCE N.14'26'13 "E., 53.80 FEET; 9 - THENCE N.01 °54'53 "W., 40.02 FEET; THENCE ALONG THE SOUTHERLY RIGHT -OF -WAY LINE OF SAID GEORGIA STREET, N.88 °40'45 "E., 355.38 FEET TO THE POINT OF BEGINNING. TOGETHER WITH: TOGETHER WITH ALL LANDS AND SUBMERGED LANDS LYING BETWEEN AND BOUNDED BY WESTERLY EXTENSIONS OF THE NORTH AND SOUTH BOUNDARY LINES AS DESCRIBED ABOVE, EXTENDED TO THE NEAREST CHANNEL IN CLEARWATER BAY AND ALL LITTORAL RIGHTS AND RIGHTS OF . ACCRETION APPURTENANT TO THE ABOVE DESCRIBED LAND. LESS THE FOLLOWING: Ee PARCEL THREE F EXISTING OSCEOLA AVENUE A PORTION OF SECTION 9, TOWNSHIP 29 SOUTH, RANGE 15 EAST, PINELLAS COUNTY, FLORIDA, BEING THE EXISTING RIGHT -OF -WAY OF OSCEOLA AVENUE AND A PORTION OF AN ALLEY LYING NORTH OF LOTS 2 AND 3 OF JONES SUBDIVISION OF NICHOLSON'S ADDITION TO CLEARWATER HARBOR AS RECORDED IN PLAT BOOK 1, PAGE 13 OF HILLSBOROUGH COUNTY, FLORIDA, OF WHICH PINELLAS COUNTY WAS FORMERLY A PART, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE NORTHEAST CORNER OF SAID LOT 1 OF JENNIE CATES SUBDIVISION, ALSO BEING THE INTERSECTION OF THE SOUTHERLY RIGHT -OF -WAY LINE OF GEORGIA STREET AND THE WESTERLY RIGHT -OF -WAY LINE OF NORTH FORT HARRISON AVENUE THENCE ALONG THE SOUTHERLY RIGHT -OF -WAY LINE OF GEORGIA STREET S.88'40'45 "W., 212.45 FEET TO THE POINT OF BEGINNING; THENCE ALONG THE EASTERLY RIGHT -OF -WAY LINE OF OSCEOLA AVENUE, 5.00'19'25 "E., 333.32 FEET; THENCE N,89 °49'02 "E,, 49.23 FEET; THENCE ALONG THE WESTERLY BOUNDARY OF A VACATED ALLEY PER O.R. BOOK 7545, PAGE 607, S.01'01'42 "E., 12.50 FEET; THENCE S,89 °53'10 "W., 66.67 FEET TO A NON- TANGENT CURVE CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 45.00 FEET; THENCE SOUTHWESTERLY ALONG SAID CURVE AND SAID EASTERLY RIGHT -OF -WAY LINE OF OSCEOLA AVENUE, 15.74 FEET THROUGH A CENTRAL ANGLE OF 20 °02'38" (CHORD BEARING S.49'19'36 "W. 15.66 FEET); THENCE S.00'04'22 "E., 12.90 FEET; THENCE 5.79`39'30 "W., 80.02 FEET, THENCE S,00'47'26 "E., 36.31 FEET; THENCE N.89'44'18, W., 55.71 FEET; THENCE ALONG THE WESTERLY RIGHT -OF -WAY LINE OF SAID OSCEOLA AVENUE BY THE FOLLOWING THREE COURSES: 1 - N,00'50'40 "E., 83.79 FEET; 2 - THENCE N.89'58'45 "E., 121.94 FEET; 3 - THENCE N,00'21'07 "W., 334.58 FEET; THENCE ALONG THE SOUTHERLY RIGHT -OF -WAY LINE OF SAID GEORGIA STREET, N.88'40'45 "E., 40.02 FEET TO THE POINT OF BEGINNING. ;#] ► f1. �_ A PORTION OF SECTION 9, TOWNSHIP 29 SOUTH, RANGE 15 EAST, PINELLAS COUNTY, FLORIDA, AND A PORTION OF LOTS 2 AND 3 OF JONES SUBDIVISION OF NICHOLSON'S ADDITION TO CLEARWATER HARBOR AS RECORDED IN PLAT BOOK 1, PAGE 13 OF HILLSBOROUGH COUNTY, FLORIDA, OF WHICH PINELLAS COUNTY WAS FORMERLY A PART, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE NORTHEAST CORNER OF SAID LOT 1 OF JENNIE CATES SUBDIVISION, AS RECORDED IN PLAT BOOK 1, PAGE 64 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA, ALSO BEING THE INTERSECTION OF THE SOUTHERLY RIGHT -OF -WAY LINE OF GEORGIA STREET AND THE WESTERLY RIGHT -OF -WAY LINE OF NORTH FORT HARRISON AVENUE; THENCE ALONG THE SOUTHERLY RIGHT -OF -WAY LINE OF GEORGIA STREET S.88 °40'45 "W., 150.03 FEET; THENCE LEAVING SAID LINE, S.0016'19 "E., 397.79 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE S,00'16'19 "E., 24,00 FEET; THENCE N.89'44'18 "W., 185.55 FEET; THENCE N.00'15'42 "E., 24.00 FEET; THENCE S.89`44'18 "E., 185.31 FEET TO THE POINT OF BEGINNING. LIST OF ENCUMBRANCES FROM: FIDELITY NATIONAL TITLE INSURANCE COMPANY COMMITMENT NO: TA05- 117566 DATED APRIL 27, 2005 k THROUGH H � FIDELITY NATIONAL TITLE INSURANCE COMPANY COMMITMENT NO: 04- 054 - 1403678 DATED OCTOBER 14, 2004, THROUGH Q AND ASTRO TITLE SERVICES, INC. ALTA OWNER'S POLICY ORDER NUMBER 7681 -PI -04 DATED JUNE 8th, 2004. THROUGH P FIDELITY NATIONAL TITLE INSURANCE COMPANY COMMITMENT NO: 04-054-1403609-A DATED FEBRUARY 16, 2005 NO VISIBLE ENCUMBRANCES CHICAGO TITLE INSURANCE COMPANY OWNER'S POLICY NUMBER 10279610600000017. NO VISIBLE ENCUMBRANCES PINELLAS SECTION 9. TOWNSHIP 29 S., RANGE 15 E.p FLORIDA 1. BEARINGS ARE BASED ON THE WEST RIGHT -OF -WAY LINE OF OSCEOLA AVENUE, BEING ASSUMED AS S00'16'19 "E. 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 X, AE (EL 12), VE (EL 14) & VE (EL 15), ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY, FLOOD.INSURANCE RATE MAP, COMMUNITY PANEL NUMBER 12103C0106G, EFFECTIVE DATE SEPTEMBER 3, 2003 (MAP INDEX NUMBER 12103CIND1A, MAP NUMBERS 125096, 125103, 125139 EFFECTIVE DATE SEPTEMBER 3, 2003). 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 INSURANCE PURPOSES ONLY". 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" 15 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 INDICATED, THE PROPERTY DESCRIPTION AND EASEMENTS SHOWN 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, 11. THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF AN ABSTRACT OF TITLE AND MAY BE SUBJECT TO EASEMENTS, RESTRICTIONS, RIGHTS -OF -WAY AND OTHER MATTERS OF RECORD. 12. ELEVATIONS ARE BASED ON NATIONAL GEODETIC SURVEY BENCHMARK "429 FLHD" HAVING AN ELEVATION OF 22.51 AND NATIONAL GEODETIC SURVEY BENCHMARK "HARRIS J" HAVING AN ELEVATION OF 30.52 FEET, 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. 14. MEAN HIGH WATER LINE ELEVATION OF 0.42 FEET (NAVD 88) BASED ON MHW POINT ID 872 -6725, EPOCH 1960 -1979. 15.. EASEMENTS SHOWN HEREON WERE TAKEN FROM COMMITMENT FOR TITLE INSURANCE ORDER NO, 403089BLA, EFFECTIVE DATE: JANUARY 26TH, 2006, PREPARED BY MACFARLANE FERGUSON & MCMULLEN, THE SURVEY ADDRESSES THE FOLLOWING ITEMS IN SCHEDULE B - 2 THEREOF AS FOLLOWS: ITEMS 1 THROUGH 5 - NOT MATTERS OF SURVEY ITEM 6 - DRAINAGE AND UTILITY EASEMENT RECORDED IN O.R. BOOK 7270, PAGE 1731 IS SHOWN HEREON. ITEM 7 DRAINAGE AND UTILITY EASEMENT RECORDED IN O.R. BOOK 7519, PAGE 329 IS SHOWN HEREON. ITEM 8 - INGRESS - EGRESS EASEMENT RECORDED IN O.R. BOOK 7540, PAGE 275 IS SHOWN HEREON. ITEM 9 - DRAINAGE AND UTILITY EASEMENT RECORDED IN O.R. BOOK 7546, PAGE 607 IS SHOWN HEREON. ITEMS 10 TRHOUGH 18 - NOT MATTERS OF SURVEY. ITEM 19 - EASEMENTS RECORDED IN O.R. BOOK 591, PAGE 262 IS SHOWN HEREON. ITEM 20 - EASEMENT RECORDED IN O.R. BOOK 1083, PACE 97 IS SHOWN HEREON. ITEM 21 - RIGHT -OF -WAY RECORDED IN O.R. BOOK 1235, PAGE 664 IS SHOWN HEREON. ITEM 22 - NOT A MATTER OF SURVEY, ITEM 23 - AREA DESCRIBED IN O.R. BOOK 11011, PAGE 1867 IS SHOWN HEREON. ITEM 24 THROUGH 30 - NOT MATTERS OF SURVEY ITEM 31 - DRAINAGE AND UTILITY EASEMENT RECORDED IN O.R, BOOK 1042, PAGE 672 IS SHOWN HEREON. ITEM 32 - EASEMENT RECORDED IN O.R. BOOK 1083, PAGE 97 IS SHOWN HEREON, ITEM 33 - RIGHT -OF -WAY RECORDED IN O.R. BOOK 1104, PAGE 532 IS SHOWN HEREON, ITEM 34 - RIGHT -OF -WAY RECORDED IN O.R, BOOK 1129, PAGE 302 IS SHOWN HEREON. ITEM 35 - NOT A MATTER OF SURVEY, ITEM 36 - RIGHT -OF -WAY RECORDED IN O.R. BOOK 1546, PAGE 370 IS SHOWN HEREON, ITEMS 37 AND 38 - NOT MATTERS OF RECORD, 16. THE LAND DESCRIBED IN EXHIBIT "A" OF THE COMMITMENT FOR TITLE INSURANCE ORDER NO. 403089BLA, EFFECTIVE DATE JANUARY 26, 2006 AT 8:00 A.M., PREPARED BY MACFARLANE FERGUSON & MCMULLEN, DESCRIBES THE SAME LAND AS DESCRIBED ON THIS MAP OF SURVEY. 1 F 1 C A T 1 CERTIFIED TO: TRIANGLE DEVELOPMENT COMPANY, LLC I HEREBY CERTIFY THAT THE SURVEY REPRESENTED HEREON MEETS THE MINIMUM TECHNICAL STANDARDS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS IN CHAPTER 61G17 -6, FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027 FLORIDA PREPARED O. TRIANGLE DEVELOPMENT COMPANY, LLC 08/23/06 2 REVISED PARCEL 3 DESCRIPTION JOD 08/21/06 1 ADDED SOUTH 24' PARCEL JOD CHECKED BY: SCALE: DATE NUMBER REVISIONS BY JOD 1 1" =40' POLAR90 A/C = AIR CONDITIONER UNIT BLDG = BUILDING FB-Pl = BACKFLOW PREVENTER (C) = CALCULATED DATA ® = BOLLARD or POST CCR = CERTIFIED CORNER RECORD ® = BOX, CABLE TELEVISION CLF = CHAIN LINK FENCE EM = BOX, ELECTRIC UTILITY CMP = CORRUGATED METAL PIPE E] = BOX, ELECTRIC UTILITY (TRANSFORMER) CONC = CONCRETE ® = BOX, TELEPHONE COR = CPB = CORNER CONDOMINIUM PLAT BOOK kf = DECORATIVE LIGHT POLE C T = CURB TIE =FIRE HYDRANT D = DEED DATA �= FLAGPOLE DB = DEED BOOK ® = FLARED END SECTION DIP = DUCTILE IRON PIPE IM = GRATE INLET ECMP = ELLIPTICAL CORRUGATED METAL PIPE < = GROUND LIGHT EL = ELEVATION F = GUY ANCHOR EP = EDGE OF PAVEMENT = LIGHT POLE, CONCRETE ERCP = ELLIPTICAL REINFORCE CONCRETE PIPE = LIGHT POLE, METAL (F) = FIELD DATA = LIGHT POLE, WOOD FCM = FOUND CONCRETE MONUMENT ® = MAILBOX FDOT = FLORIDA DEPARTMENT OF TRANSPORTATION FIR = FOUND IRON ROD = MANHOLE, ELECTRIC FND = FOUND NAIL & DISC © = MANHOLE, GREASE TRAP FOP = FOUND OPEN PIPE Q = MANHOLE, SANITARY SEWER. FPP = FOUND PINCHED PIPE 0 = MANHOLE, STORM SEWER FRRS = FOUND RAILROAD SPIKE (D = . MANHOLE, TELEPHONE F/T = FENCE TIE ® = METER, ELECTRIC FXC = FOUND X -CUT ® = METER, GAS GE = GRATE ELEVATION ® = METER, RECLAIMED WATER IE = (L) = INVERT ELEVATION LEGAL DESCRIPTION DATA ® = METER, WATER LB = LICENSED BUSINESS ® = MITERED END SECTION LS = LICENSED SURVEYOR Mw = MONITORING WELL MAS = MASONRY ® = PEDESTRIAN CROSSING SIGNAL MHW = MEAN HIGH WATER ® = SANITARY CLEANOUT NP = NORMAL POOL O = SCHEDULE B -2 ITEM 0/A = OVERALL ® = TELEPHONE RISER OR = OFFICIAL RECORDS BOOK -n- = TRAFFIC SIGN (P) = PLAT DATA Tse = TRAFFIC SIGNAL BOX PB = PLAT BOOK = TRAFFIC SIGNAL POLE PG = PLS = PAGE PROFESSIONAL LAND SURVEYOR = UNDERGROUND CABLE TELEVISION MARKER POB = POINT OF BEGINNING ® = UNDERGROUND CABLE TELEVISION WARNING SIGN POC = POINT OF COMMENCEMENT J= UNDERGROUND ELECTRIC MARKER ai PRM = PERMANENT REFERENCE MONUMENT ITE-w-sl = UNDERGROUND ELECTRIC WARNING SIGN PSM = PROFESSIONAL SURVEYOR & MAPPER M = UNDERGROUND FIBER OPTIC ht' ARKER P/T = PAVEMENT TIE Fow-si = UNDERGROUND FIBER OPTIC WARNING SIGN PVC = POLY VINYL CHLORIDE Z = UNDERGROUND FORCEMAIN MARKER RCP = REINFORCE CONCRETE PIPE 0 = UNDERGROUND FORCEMAIN WARNING SIGN RLS = REGISTERED LAND SURVEYOR = UNDERGROUND GAS MARKER' R/W = RIGHT -OF -WAY ® = UNDERGROUND GAS WARNING SIGN SEC = SHW = SECTION SEASONAL HIGH WATER = UNDERGROUND RECLAIMED WATER MARKER SIR = SET IRON ROD 1/2 LB 6113 ® = UNDERGROUND RECLAIMED WATER WARNING SIGN SND = SET NAIL &DISC LB 6113 = UNDERGROUND SANITARY SEWER MARKER �( SR = STATE ROAD ® = UNDERGROUND SANITARY SEWER WARNING SIGN S/T = SIDEWALK TIE = UNDERGROUND .TELEPHONE MARKER STY = STORY ® = UNDERGROUND TELEPHONE WARNING SIGN SW = SIDEWALK w = UNDERGROUND WATER MARKER TBM = TEMPORARY BENCH MARK ® = UNDERGROUND WATER WARNfJG SIGN (TYP) = TYPICAL c-� = UTILITY POLE, CONCRETE VCP = VITRIFIED CLAY PIPE c-(Dj = UTILITY POLE, METAL W/ = WITH C-Q-) = UTILITY POLE, WOOD WF = W/T = WOOD FENCE WALL TIE cv m =VALVE, GAS RV col = VALVE, RECLAIMED WATER + 25.25 = POINT OF ELEVATION svDoi = VALVE, SANITARY 25.2' = DIMENSION FROM BUILDING TO WV D04 = VALVE, WATER BOUNDARY / RIGHT -OF -WAY LINE d = WELL STORM CURB INLETS d ° = CONCRETE F51 `i _;: = ASPHALT = CONCRETE PAVERS BRICK =TOP OF BANK = TOE OF SLOPE or CENTER LINE OF DITCH = 6' CHAIN LINK FENCE UNLESS OTHERWISE NOTED = OVERHEAD UTILITY LINES — -G — — —G— — = APPROXIMATE LOCATION OF UNDERGROUND GAS LINE — -W — — —W— — = APPROXIMATE LOCATION OF UNDERGROUND WATER LINE — -F- — — —F— — = APPROXIMATE LOCATION OF UNDERGROUND FORCEMAIN — -R• — — —R— — = APPROXIMATE LOCATION OF UNDERGROUND RECLAIMED WATER LINE — — -12" PVC— — — = APPROXIMATE LOCATION OF UNDERGROUND SANITARY SEWER LINE — 24" RCP— — = APPROXIMATE LOCATION OF UNDERGROUND STORM SEWER LINE PINELLAS SECTION 9. TOWNSHIP 29 S., RANGE 15 E.p FLORIDA 1. BEARINGS ARE BASED ON THE WEST RIGHT -OF -WAY LINE OF OSCEOLA AVENUE, BEING ASSUMED AS S00'16'19 "E. 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 X, AE (EL 12), VE (EL 14) & VE (EL 15), ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY, FLOOD.INSURANCE RATE MAP, COMMUNITY PANEL NUMBER 12103C0106G, EFFECTIVE DATE SEPTEMBER 3, 2003 (MAP INDEX NUMBER 12103CIND1A, MAP NUMBERS 125096, 125103, 125139 EFFECTIVE DATE SEPTEMBER 3, 2003). 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 INSURANCE PURPOSES ONLY". 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" 15 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 INDICATED, THE PROPERTY DESCRIPTION AND EASEMENTS SHOWN 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, 11. THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF AN ABSTRACT OF TITLE AND MAY BE SUBJECT TO EASEMENTS, RESTRICTIONS, RIGHTS -OF -WAY AND OTHER MATTERS OF RECORD. 12. ELEVATIONS ARE BASED ON NATIONAL GEODETIC SURVEY BENCHMARK "429 FLHD" HAVING AN ELEVATION OF 22.51 AND NATIONAL GEODETIC SURVEY BENCHMARK "HARRIS J" HAVING AN ELEVATION OF 30.52 FEET, 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. 14. MEAN HIGH WATER LINE ELEVATION OF 0.42 FEET (NAVD 88) BASED ON MHW POINT ID 872 -6725, EPOCH 1960 -1979. 15.. EASEMENTS SHOWN HEREON WERE TAKEN FROM COMMITMENT FOR TITLE INSURANCE ORDER NO, 403089BLA, EFFECTIVE DATE: JANUARY 26TH, 2006, PREPARED BY MACFARLANE FERGUSON & MCMULLEN, THE SURVEY ADDRESSES THE FOLLOWING ITEMS IN SCHEDULE B - 2 THEREOF AS FOLLOWS: ITEMS 1 THROUGH 5 - NOT MATTERS OF SURVEY ITEM 6 - DRAINAGE AND UTILITY EASEMENT RECORDED IN O.R. BOOK 7270, PAGE 1731 IS SHOWN HEREON. ITEM 7 DRAINAGE AND UTILITY EASEMENT RECORDED IN O.R. BOOK 7519, PAGE 329 IS SHOWN HEREON. ITEM 8 - INGRESS - EGRESS EASEMENT RECORDED IN O.R. BOOK 7540, PAGE 275 IS SHOWN HEREON. ITEM 9 - DRAINAGE AND UTILITY EASEMENT RECORDED IN O.R. BOOK 7546, PAGE 607 IS SHOWN HEREON. ITEMS 10 TRHOUGH 18 - NOT MATTERS OF SURVEY. ITEM 19 - EASEMENTS RECORDED IN O.R. BOOK 591, PAGE 262 IS SHOWN HEREON. ITEM 20 - EASEMENT RECORDED IN O.R. BOOK 1083, PACE 97 IS SHOWN HEREON. ITEM 21 - RIGHT -OF -WAY RECORDED IN O.R. BOOK 1235, PAGE 664 IS SHOWN HEREON. ITEM 22 - NOT A MATTER OF SURVEY, ITEM 23 - AREA DESCRIBED IN O.R. BOOK 11011, PAGE 1867 IS SHOWN HEREON. ITEM 24 THROUGH 30 - NOT MATTERS OF SURVEY ITEM 31 - DRAINAGE AND UTILITY EASEMENT RECORDED IN O.R, BOOK 1042, PAGE 672 IS SHOWN HEREON. ITEM 32 - EASEMENT RECORDED IN O.R. BOOK 1083, PAGE 97 IS SHOWN HEREON, ITEM 33 - RIGHT -OF -WAY RECORDED IN O.R. BOOK 1104, PAGE 532 IS SHOWN HEREON, ITEM 34 - RIGHT -OF -WAY RECORDED IN O.R, BOOK 1129, PAGE 302 IS SHOWN HEREON. ITEM 35 - NOT A MATTER OF SURVEY, ITEM 36 - RIGHT -OF -WAY RECORDED IN O.R. BOOK 1546, PAGE 370 IS SHOWN HEREON, ITEMS 37 AND 38 - NOT MATTERS OF RECORD, 16. THE LAND DESCRIBED IN EXHIBIT "A" OF THE COMMITMENT FOR TITLE INSURANCE ORDER NO. 403089BLA, EFFECTIVE DATE JANUARY 26, 2006 AT 8:00 A.M., PREPARED BY MACFARLANE FERGUSON & MCMULLEN, DESCRIBES THE SAME LAND AS DESCRIBED ON THIS MAP OF SURVEY. 1 F 1 C A T 1 CERTIFIED TO: TRIANGLE DEVELOPMENT COMPANY, LLC I HEREBY CERTIFY THAT THE SURVEY REPRESENTED HEREON MEETS THE MINIMUM TECHNICAL STANDARDS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS IN CHAPTER 61G17 -6, FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027 FLORIDA PREPARED O. TRIANGLE DEVELOPMENT COMPANY, LLC 08/23/06 2 REVISED PARCEL 3 DESCRIPTION JOD 08/21/06 1 ADDED SOUTH 24' PARCEL JOD CHECKED BY: SCALE: DATE NUMBER REVISIONS BY JOD 1 1" =40' POLAR90 04 2 I A N _*,_0;.,F' � ". - , - . _ �1`11-'It` !` lrl�`­, ,�,,�- �,,;�4..�,�,,"Ii.�. 1111., 9 / 'd . . .� 7,32 16.5 1658 +14.57 -�z'-,-�l�',S��.'4� . -4;#7� - LOT 1 a . . , Oi�'W_ ____ ��Zgg � 5�.. � I - R . . _f - , * , . � � . 12.95 . zli, ii!i�_`Ni" 'I _ . . 2. 1 5.19 ,,, - - , . � � ,`,_­SxN "`5.2?�� " ________v___ - � �. . - � �, . � , � " . - . 4 � , , - � 3, r; . . M I R-Ji-,-g .k�-- _,--,�,',,�v i'�--f,?."." � I . I MASONRY BUILDING . , .T, 11 �. 340- � . ­ . I ­-, �,,��-,-�,,'�,�;,�',,!�,;!'H�-��,�A,��l;z. - . - I �,r7 1�&�;iw�!',; ., _`1, -. . , I . Ld �' � �,t-�,�ii����t---,��,--..,3��,--,,��-��.�-�,,�-"-,i V�iw,-51�.�, 11�1 Ni-'N�! ,, - � I - �. r'zWi�"Y.�iiz* � - d . 'I ­746 - ,, ­;vK-,A1 ;,z 15i ­�g *i i"�`f�­"�,- '1_7 ,.��m,­ 3�Q . ­ � 7 , .. z / FF. 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I � mjg-� 4;b : - 2 7. 91 fb. tk (�, - I / � t `. - W­47 / �4,,;�, � a. . - , I / 1� +11�1 411 i I - i�l 111 411 .!, I '�A -1 I , , , , . 11c ., 2Z 88 ... !, 114, 1 i A;,�� ...� -i � 11� +16,B i 1\ - = � � P�%- �ri,,­ . .. �,_ - - Ri � i jip� 1�zi / � 0* - PARCEL TWO <� - +3 9 .t 151wldi� / . - � !, Q 15" / - , �­, � 0- .- 14" &$po._� 11 ­�? ___ +._­ I- .:� . ce / / 6.1 . � � .9 " " ... �' O +4.4 - " ,�. - 1:tl� � 41 t . -,; 101 � . 1,12. , - All - 291 .,� 4� . /d / , 6"10" ' 26. ." ,�'..6-,,! , - jb- 1 1 / I iv I., 411 � ­11, M, . � .1 . ..,#­ 01, , �,.�� 0 - ,� , - , ,"I'll 2- 10,6 6.11 .,q 1 13, 22' 1 23.4 22" . , . �,�, +11* I ,�,• <� 0 ,,�p kxvl.i b, N- , . . 12'24'1 4' � __ . . . - A - - - - . 6 23.05 --- 1; - - -_ _""w, - - - - - --tpp- - - - - +" .- --�- - --r,,40 5� 1414" - / I . . . . 111. � 1 0.92 4.38.1.39JD L 411� Q, 4.0 - -6 r_1 . (?) @ __ . . _. F"Al I % - 0 . L----F�=? - 7�..ffi2�.' ,' `,� 26.27 - 1<1- - - � � dl.gl I + jM 1� �M.,.,-,._,%�4,51_0_ -1 11 . -26.� , � , �, + - SIR.- , , 630.00' z: tv 23.04 �� __ - , + 4� it 0 - w �� ,�, �__ - - � 1 %% -,�n,m-. ,,.-,, 5.98 1�lj I 5. � '-II3 14 __r�'7 1� . ,41111-11 1 , .- 7- / 6.80 @ - I alP j. 1!5, 26[ ,,, 4 23' 2! 2�. '. - * �. __:�;;� _ -4 , -1 - ,-i m-,mg - A +11* . ,�,� .�. � 0.89 1 24.20 .. 1�13 ke , :t �� 2 - - . 25, 1 , _ i f�z_;, . ;z�,_:�- , �;'­jeg ; -g ��21 � :A�tj��,��L,u". -cl, I . - , ',�.N. , _",R: - m I �5 . 1 - /tl_,_� , ggm P "w"q ��1141'*If�L t, - . [el-il- �0_q �-�- ,- / -17 - �, 5"W' � , - I - -_-v - (@)-- �@ - - - - ___/ - - - ___w - _ . g -I i 3 ----:f 4 _42782 41 �_Q - _� __ _. 11 I r -P / '; -4,37 25,94 1 . � I , X - - - - + - - - - F - - 1, 1, I % 1-1 V* . " " - OEM i g Li � ! ­­. - L5 -'+*' i {r tf.), , - r � I ­­1 - -11 , -, - "$_ / / / 2r, Qs 11.;5�,gi, _�, N. q_ �pW4.Ng,.� . " , _ g c � � , - 1z I . : . , . , �', I Z�- �," a ;� , �, I? / 2298,// �'ii'�,`-M­ 'N-;t, qj_ - 1§� . , x . . . . � ;'.- ,­-� , . � � � � � I(RI I 1 27' �`i � �j� �9019 ,_ _�..�,R` SANI 1: 31.35, 2 �i " ., ., ., _v T-M .�11` 11, W, 22,29 ..,v , --w \ I" q, W ') .;;3 1 ,�i � . I L't F, U, - .1,41 , 'IF., I.. ,� - � / - 4.4 I / - 15, � . f, - ., , . i� RIM � / c111j @ .. . . . . . . . � . 1�7 +5.1 • / I / . / SANITARY MANHOLE 0) Ia' - , -.1 z 11. - I . .2 1 \L, IE 31.27 - 1. ,..- � gj. , , f-i- I S IE = 82.89 , lilifil� K , &rp�,,f�. - � - x 4 - - 1 5.6 - .. , .. i'll- IUI� - , '___ -1 ­ _,,,�,N I I , �� �� 111. .. - IE = 23 05 (,4 . .. - RIM EL = 25.82 , �3i ,,q, , .A1Q1 - ", / /) I I . \ rho 1`1�� / 2 23 NE :E = 23.03 � � . � - .. IN IE = �3.03 • z; - ,,, � - �­ " QAr . �� ; c; -_� __ I � ,�. 'Q' V ­­­ - K�,_ r�, 0 m cle I / / . f 2 �� .. I'll. 1-1-1."N "I 6*6 I C�8* \�_ � , S E = 2.85 4 .. "NI-mN . - 5�,�r.,vi -i�?,­, - " , I �,;._-­�-�%'_p��,,� �- +5.5 - ., _�_ - - - - - - - - _Z3 + & I � I * SW IE = 23.54 � , , .Ls 31.jj,, - 4j NW IE = 23,39 , .. "i"I', 3 " PARCEL FOUR * - t" H.�5 g g'4,.-._x"­ R� ; - o -1 !. �,' 'T. 5.13 17, "I x­.,.­i" L z- 11131z� ... , 0 - 0 _4:� 0 . 1­1 -, .�, ` �f­ � . r .. � _�p � @ cl� - T�.5_ / + 14.0 Q ._"�10_ m W111 .4 Q� - - - +Z-7 - � - - - - _ �,_,� - , + I ,�, ""' I. " . _@ .�, - 42� .Z11-11- -,Ill 2 �� ., 5.0 / . /-14.52' - - - - - - ,­­111i-­�­ I I . M11 12' 1 1, / / " ,,,� q , i , �.. . � I (:�� I p - ff,-r, - ­1 . . . . . . . , , 'i 'M , 2,1`� -, , � 16' 1W .. 10* -� TO - �111 Q ­� - �,`�`�­ '-1.­,p 9v _F 26" 1� � i - !�i'lj 7.11 11 �F,41 0 �, .1 . 10' � � � .!41j7.1 I I ,�;� . / 10,13, @) � �, - __ 1_-1_11f'_­'_ �j - - 11+ 11�11 -, , ,�&,_`�., _ . , . &. ­�+W' ,�M.'nl, . R) , � ",-N-M, . �__ . _0 / 1 17. ZZ I - . ...... �- !� , 27.21 30,q , %,�, 630.00'__j�_ - - 4 a 7.211 I I . @ 8.37 < / . / . � `1P . � 27.1 .7 - - - - q.! I I - 28.1 �;;� � -1-111" 14- 8�25 + I - _; ,I - i Ill ; , 10.5 16.� . Ill* � I , - � a * :!,�. � 3 �. / /0.- �.._ - - - � '�� 1-.1 I I . ZON15 E . / to' 27' 14" - � I ­1i4_ri.__-,�_.5!_­1119 , / . 21' (31 25.93,,, _ 4%��"., A_--,��:p,, A'� , � �_W_ (EI / III QA i;l @ - AW 0 - 'V -p - I - ,; - yli,h*j - ' ' ' � 2�13 / R/_j - . Y& �Me'1;14 15111r`� . / -78-2 28.1 � 301 . . �, - ,�:A'�i -7, - i / MASONRY PUILDING &V + 14,86' , !i..Q4 O.v - 0-:1--�11."", /FINISHED FLOOR a . 14.84 .25.49 11 1. / . , IFIT'If-41-�;:"�llt-","��-;"? _­ / I , / • / 80 25.41 _215Q N i FF. ELEV=11.1 /El 4 8.86 18.88i 20.47 zu-1 i 5-02 7-VCFF ;i?,� 1&��,�-%,�, W -, - =,9 -1 - I .. I I - - m�� .1 Id" 16 / / 0 /TOP OF BLDG. ELEV=76.5 / A? 181,94 / .,'IT .1. "I. I / [D [D 9.86 14.88- / ,�fil'�'�,�'ll���l-,',",V"-,Ia, - 11 . N I - fflMq, .+ . / 11, " �� ,4-. 'm I I I .-.,i " -_ g , _ ,3, .,,�, Ng p �F,,, - ffl - cli 11.95 / . IS". 'i'm ,- I / " , C T �_A "!�`I.i��,, ... id w, ­-, '..."7., ,�­- , IE = 0.95 /�. Z - If'Rg-, c WO D f +2a,2 1 4 x . Z, id// - 1 �19.34 / / • __� .."u .. 26.24 26.19 SH! --:D I ) - A 13.17 20,551 overhanq * ' I 8' CLAY ., 5 I I -_ - - - r- 'It 8 55 19;0 .18,3 � . ) , r �i 4�* - iff- 20.4S 1 100'.565 2 , - , -i 1 ­ --- --- - - ___. +�4 ' Iq 4.09 .10 8t 62-- - - -- ' ' 11014 25.7 I . 10 ... 20.49 2 99 7'20'261'-'�',`-_�-_4i1',9 I t, . .T�;t 1­_QT;5�1 , 1�1 3 - - - - � 30.6 , I . ;;� � �Q ,i� .1 ., - - -'47'7'7 11�1 . 18.1,V 25.0 5ig . �,!� -v , 11 -4- � w Fc-A-1 7' ,�� , II9_.`11 2819- � I / YARD INLE' . . I � ."i'i . 'jl �; � ,,PIN' 4_1- ri; .) I 4.08 4.09 YE 4 - i8.35 � _` 10-4 . . ,� . � SANIARY MANHOLE 0 `4 - 1; IM 3, ;;; ... , � R,M"g ".."g, � � - ,t.�� ,I-- � , , ,L . ,,, 2 . . +19.02 ZONE 21.24 +23.12 . 111, 74 �F_ , 3,6 4.6 + . 8,6� - I U 1801 shade +24.85 � , 1� - . � - . t EL = 25.7B +27.0 . . +9,9 7 v * I N IE = 22,911 4 I 0 'fM � I "I t` '�,­ � . I 29.2 :: ',"�'1,1710i- �' _­ - � . . . g-']�W--lq1- .�., . �_ I., ... ��� ','�'.9_111� "i . +27.0 18,864 � / . IN".Mi"A6 , S IE = 22,97 1 1 S"Vi ,�_�- / . � �,'­',j` .M 12' � 110 > .'�� '­­�-, -i . . , , . g�,Vi / i". ", p, .- y3*5161 , 11"., ,,�,j� W IE = 24.02 -­ �­�,l . 25.21 g , i ­,� - .. j,�-:r ,R', - , - . / w 25.3 � .� *.�il, , - ". 0�,6 � � < ,_ 25.71 4�_ � I,- 11 - - "If"".", 1\ . .. I � . - * ...... , ,� 01��,`IZ,_ ,, ' 0 ,I R,�­,'5.433_, . 4+ " tLiq.� I ri, - . , -- � . 11, 11 - � 044�_ N_24 . , A,� r�, �. (Z� � liizlq,�J' I - I I I +, + IL'i . IW4� . 1.'N 64i` . � , _"4...11 1. 'A, _ �, - : I �� w �� / < 11 j.,!,�� _�. , I , �,�, ig. � ,f.,.­!,, �, �,­ I_, ,-, . -, +28.1 0 i 4,., " _ ,�i,,,,,��i 'At 1 , . �_ � w - - 3� ffi"�i � , , +1�11 . � " "."'.. -­, � Y ; - X,­-j-42-Q­ 18* - ­_-.11- ­,_-, , ><I 0 , _,�, , � . "' + I - ­2,,�,,N�­_-,� "IR"', _j " _��, ,- ) _.. �, � . � �--�2,-, .. - 0,.-'&Wkffi1N "'g 'I- - 115�1. V�i .. +25.7 14' .. .. .. 11" - � 11, `11;1� .. . - . . ��,_?,W�IcQ . . ;�53-011� 11, _Ii_412 < I - z ZONE X �',',,vnmim�i� L �� 14 - 29.2fm-W GRATE INLET I I I I +5VhR­NW ,, � tj m .r 'N 4 1.29 9 I ,.�� 1� ? . i - �' __ _ iW w il" 8% � . __!�P_ � 1, , - �401 �-,-09­02 @) I 01 , � , - T? R, �,!- ,,V-,gap,,� , . , r N �K,m u .� i �Iia ST'JRM MANHOLE ZONE VE :� �� (1, ,!'� 0, .. z ,,.�,,��,,V.f " wit, - 1. r� -, ­Vq J`� I � 14' N IE = 27.79 ,r�_,, , ' ` -1 1, X / Q�. - g.�,. -;­'� - ',O i? - � " 0 ",,wz., , i­�&-�`6� 2�4k%" 4' QP RIM EL = 26.16 SE IE - 27.79 0 2 j7'� .x q �W:i ., i 1.74 1 �, -, - . ,,!�Q " I d 4 a , ` _. �nr�11.41,11:1����i��-ILi�,n����I - I I � 31 .6 1 4) ) , -, li"'Ille , � , �, a'@ - - Y 2913 ­1 , ,�, , , 11'4..�;*_l - , � t � ,� 0. ,,,!" .i � . . Of N I Q_ 0 k.*m_­ - _.r_-tN., N IE = 19.34 1 2 T . 1.6 . , :--, . . -ig yi;­-p $:2.1.2 29.0 ;�.--i-p-t � p 4 '�*%?"gg . , - - </0 , ., 1�fflm @) 1 7 R11 : Q1­­1`%111 � . E 1111 = 11.46 (65" RCP _k 14 1 .. 1�1 � � . - � - RCP) 24- 1 1 9. -T'_2_7.g_ - - --+2-7,T- - - - ­48'3 - - - - 28 k10 / - � . - c"'i E I = 9.88 (42' 14" . 5 I;r . ­ 1--il I ­ 27.4 1 , -.. _ . _1� RA,,,�,�_-A- - " , 0 11 ir, 1. 5.1-i-1-1 ­ @ i 40' 1.6- - - , - � I . . . .-j 11 !% , - ggv7,zenm W I - 8.52 @ 5t,30.71 +27.5 -, i - Lj- I I- iH - f� • ��-." ­Q -Tt.; 29, BID +27.4 = +27.8 + 3 , , , V I � A��V., ; '. I'll- 1. V. +27.0 28,1 6' '. I Id . ,-� � '� 25.80 z/.2 41 q , 6. , � -1 %f - �;��_,,, , 1. '++! I / / F,, � 141-:1 .i 6. i I / - (EI 1 2) - � ill 1��',- 40 14" 1 * 97.2 - -, z - -,i 28.2 q 3 . .�j � � �5 25.02 1 29, �- �2 - - -ta. r- - - --L _1__.�. - - ­4 co . .. wg ,- e 0 i .3 a S t, � E M - . @ ts (� 31 �. 30�57 11. - (% 14 *-­ - 31.1 \ RIM EL = 25.03 24.34 ,;,-, ­ I .1 16 L'�29-3 +3D79 .b'T .00 I 9 � h8 I I- 28.5 - I 11 - - ; - L-77-­ ­ I �9.59"__ - - 3 - . N 1E - 18.7' - � I 1- 26.66 i __ - - - = . 29.2- Z9111 HL - t')R R 0 O 'A i . . E IE = 8. 35 "" ­­nH -K-2H I I -1, I .27.86 .28.65 29.65 i - I i--.-. ­1 11__­­__1 1-1, ___­ ­­­ ­ _-__ - - i - -_ .30.52 - ! \ 5 IE = 19.21 2 - %-��l " �- " . . . . . . . . , - _ - "I I -1-11-- - . 4- . W IE = 8, ? i_�� �.. , rz�ip 10- .'--. ,� gf-, - Q 11 - � _. � tt ,­­-at�ii!�_'­'Ncif,i�ii4� ­1111 ;�;; _�, -- �. " w 1�.'.=-U'_-'��.,-,p ;1 - / I y .. I., i� 4 1 _1% I, _4 � ,,�, � ,;�- AM- , -% _1 " ; __ ,,,,, �_�­��,�­�,IW­1�2­�, � i ; , , , '' " p­', t�,_' "',_111"i, 1�1�' z � I .,�. - 1- , - - T I , " i ,,, i , "i m; _ ,_ - ,�_. , 11% I 3 I I'M ik , " 1, I ,t�,M,, , - u � ,; I .�i ,,, � - ­ : A ,0;5 " , � � .,, - :., , ',f , � � - ,�, � � I _. ., ',�, - I r.� - � I �_ 1,�­i­�'­qg IN' I,-', �,Iq.,f k1f ^_ - , - 2,11'.."VIi-) , i � , - , 9. N R,.',' r qw,010_11 . I I �,;�, '. lq,fj-� , . -,",§��.7,'WI,17;t 1, ­1111­�I_r , j , -1, � ;1 ,�c ��4f.t o�,,�p n Q Mle-111. -4�.-V - �'Nlfx �E . � a nf ��l � 't 1, 11; ?Nll'�_ �, 'I 5 '11 . �rll!,;,4 --p-T, �V, ,�' . u f0lpll�'. , -1 _11 � 'T�,�,m, , , -1 ­. ,� ,.,,. , g� �� . It 0_1 �� �-vli_gi- � �­- ,e I.... _� , R , 01-1- k - � . ... 11'�._11'i , 15 1_§ 1 '41--'. . 0, ; � m! Im-1 i I ��k�N IA, I , , , IN 1, �" � "Fi I - ps". 31 . " , a x .t . N I I _", .1dmAV1!T :11, V . zm � � - '� `� iT .1- IM-1 rm 01 �,U­111 15 � 10 � . E , � I "I - �� I'����z-�L���,��'+.�','��4i'-9��?-',�-,i",L,; -'..1­..1-1_- I i'5,Tz' " wg , , A, - I 1, _', I - - - - "', - ,� jv ­1 1- i , I " ,,& " 1 ­­ " om,4 F., . "N ER #i z 1+1. - / I .� ,-, , "' ,gggm ­ - M'­, 11 , �-,­� ,­-,­­,.- , 2,t-­ ,-, - -"I - " 11RI'M .40-111 , . , . - - _ii� I I- - I � i Aim- "-I-q""��-�-li�i-ir"-,�,.-".�.�� , ,T,�, ,F_7_­' , ii� � 'I r-6-5R1,F- "! ".- '� "L., ft -1 _ , . � �Ij k 'k -L", I Z2 , , I i ­11--, , - 9 ' ' ' * * '4j POOL '_ _'_" '-. Z ' ' '�J�::i 2 < LL' / .41 � Z __ '� � . 7 ' _ 5 0 - 'L - 0 __N - - - ' - . � - " ,�)_� - - - AT INLE FL _ . ) 0 - _ 0 1 12�0 9 / S_ o � _. - ..31 I � -�_28 , - - - - .. �4 - ' .' / �� � _ ._ .. CqN� DE�i( � � . � � - .-- _ , .7 ,F - . ' , . .3 14- =� . 4 __ _ -" 4 .L I_ I 1.�j,�ii`,.,%"t, , " �,m 0" " 1 AM my, �­',,,�,,,��'� ,­,f��,�P. �,%­p,j fl_� 41 � "I'll" : �� .., __ � _­ I , ,mm � .- �� . , " -- - 11-T , , . . , - ,.; a / I . 2 .� q� 1 K Agt fir,in �.�7, -, I I- - _;,,,.,,,, "I I - 1 smg�j � - �! - I .11 ­� ­1 01, . 'W'O �- I . - - � � I "ffi pj- � h"', 'A _6� . R, , ,­1 ,­. 3 _+ � � ��,fi 0 ___ -- ----- - --- ____ - - - - - - ­­­­ ----I--,- 1; N 1_­­1._1­_. _'___,__ 1.1--l. � ",,,-- REVISED PARCEL 3 DESCRIPTION JOD 2 .: . 7� - I / . I , Nll �111 � - , z6igl_t�_ �27,27- , 7_7 73D &P��- %, , �_ -� � �__28-.�6,7,,-� I 24 .... L A - � � . � , . J,R T2_91T_29_,,_,,r," "�� - -5, - - - � i *." . I _��-�i __ . I __ ' \-SANITARY MANHOLE P11 4'�,t� ,4TO)w- �oq 9 'i .� 7-7-7-- w I , I -- . . - _i. . . �7,44..P . . I - * 5 I - . . 7 - - I '. I., , _. . , ��_._ . I zu'um zv,'/f 08/21/06 2 ADDED SOUTH 24' PARCEL JOD . 11. � I .. .� I ...1.11 ----VQ? w_ V 129. � 3.� . ml �w - ... , ..,.d �. , d � �, � ­.- 12" PVC * 44 ," _1�1 9 � SM t i 53. 1 - IM 29.9; . - �r ", I , r'. - ­�, � � I , I z 1 I .. N , I R - i N i . � I- . 1'1� .; , -.3 T T 06 26 06 .q: � � " ., � + . � I NN � I POST-DEMOLITION TOPO In I ,; �',,��i il- C; I � 27.64 l 0 - 7A 74 JOD i� � rATI'14 PACM -T '. / / CATCH 8 SN--,,_ _ .... ....... . . i q_T � � � . . - �� . , . " .11 � f.-'-� I , - It .. 4 . - - , - , . 4 . .. � . r.. * . < . � . 91' .. I I TREE �EGE�1D 411�1 = BAY TREE 'R - MAPLE TREE '(9 = BOTTLE BRUSH TREE (0 = MULBERRY TREE . I. ' I I'' . BLDG = BUILDING Q = CHINABERRY TREE =PALM TREE ,30 = CITRUS TREE =PECAN TREE = CYPRESS TREE <8> = PERSIMMON TREE Q =ELM TREE 11 = PINE TREE <J> = EUCALYPTUS TREE 4 = SYCAMORE TREE 14 TREE = WAX MYRTLE TREE 4 = MAGNOLIA TREE I 0 = WILLOW TREE _! ..P; • A/C = AIR CONDITIONER UNIT M = BACKFLOW PREVENTER I. ' I I'' . BLDG = BUILDING 0 = BOLLARD or POST ; - -q: Lq (C) = CALCULATED DATA ® = BOX, CABLE TELEVISION +_ CCR = CERTIFIED CORNER RECORD EM = BOX, ELECTRIC UTILITY Y, '. 1 CLF = CHAIN LINK FENCE n = BOX, ELECTRIC UTILITY (TRANSFORMER) ,I 1.� CMP = CORRUGATED METAL PIPE am = BOX, TELEPHONE , 11 ... CONC = CDR = CONCRETE CORNER 3X = DECORATIVE LIGHT POLE :w I CPB = CONDOMINIUM PLAT BOOK , � = FIRE HYDRANT I = CURB TIE e_� = FLAGPOLE , .1 I b, .119 %T D) = D DEED DATA ION + -n DB = DEED BOOK IM = GRATE INLET 00 u., ­: " DIP = DUCTILE IRON PIPE < = GROUND LIGHT n 10 A ECMP = ELLIPTICAL CORRUGATED METAL PIPE E- = GUY ANCHOR t . � EL = ELEVATION * = LIGHT POLE, CONCRETE .� � � - EP = EDGE OF PAVEMENT * = LIGHT POLE, MET ' ... F , ERCP = ELLIPTICAL REINFORCE CONCRETE PIPE I * =LIGHT POLE, WOOD ...... 5 (F) = FCM = FIELD DATA FOUND CONCRETE MONUMENT EM = MAILBOX . FDOT = FLORIDA DEPARTMENT OF TRANSPORTATION (D = MANHOLE, ELECTRIC * .".0 `0 FIR = FOUND IRON ROD ©= MANHOLE, GREASE TRAP .� ..n - ` FND = FOUND NAIL & DISC (D = MANHOLE, SANITARY SEWER ° -': I - " FOP = FOUND OPEN PIPE o = MANHOLE, STORM SEWER FPP = FOUND PINCHED PIPE (D = MANHOLE, TELEPHONE X .. FRRS = FOUND RAILROAD SPIKE FE-mi = METER, ELECTRIC . - . F/T = FENCE TIE m = METER, GAS ., 4 * FXC = FOUND X-CUT � = METER, RECLAIMED WATER I 11 GE = GRATE ELEVATION MI = METER, WATER . _ . IE = (L) = INVERT ELEVATION LEGAL DESCRIPTION DATA r721 = MITERED END SECTION , .. LB = LICENSED BUSINESS - @ = MONITORING WELL . .. . LS = LICENSED SURVEYOR SSING SIGNAL ­ MAS = MASONRY 0 = SANITARY CLEANOUT . " - . MHW = MEAN HIGH WATER o = SCHEDULE B-2 ITEM . G �, NP = NORMAL POOL @ = TELEPHONE RISER . O/A = OVERALL ,- = TRAFFIC SIGN � I � n . -,- � . OR = OFFICIAL RECORDS BOOK M] = TRAFFIC SIGNAL BOX _: 1.12° � 7 (P) = PLAT DATA S = TRAFFIC SIGNAL POLE ' . , .n 4 " - PIB = PG PLAT BOOK CABLE TELEVISION MARKER I- PLS = PROFESSIONAL LAND SURVEYOR CABLE TELEVISION WARNING SIGN V-;� �3. POS = POINT OF BEGINNING )q = UNDERGROUND ELECTRIC MARKER . � .A.'� POC = POINT OF COMMENCEMENT FEwm = UNDERGROUND ELECTRIC WARNING SIGN I .. PRM = PERMANENT REFERENCE MONUMENT = UNDERGROUND FIBER OPTIC MARKER - .,, 4 � E PSM = PROFESSIONAL SURVEYOR & MAPPER Fo-ws-1 = UNDERGROUND FIBER OPTIC WARNING SIGN 11� r 1 n _ . - _� " 1;; P/T = PAVEMENT TIE RCEMAIN MARKER .. W. PVC = 4CP POLY VINYL CHLORIDE RCEMAIN WARNING SIGN 7. P; � = REINFORCE CONCRETE PIPE = UNDERGROUND GAS MARKER .. q RLS = REGISTERED LAND SURVEYOR S WARNING SIGN t2 . �j � R/W = . RIGHT-OF-WAY CLAIMED WATER MARKER n SEC = SECTION . SHW = SEASONAL HIGH WATER CLAIMED WATER WARNING SIGN ig SIR = SET IRON ROD 1/2" LB 6113 NITARY SEWER MARKER . SND = SET NAIL & DISC LB 6113 NITARY SEWER WARNING SIGN � SIR = STATE ROAD - M = UNDERGROUND TELEPHONE MARKER . 2 � X S/T = SIDEWALK 11E UM = UNDERGROUND TELEPHONE WARNING SIGN I STY = STORY Z = UNDERGROUND WATER MARKER _kx!, I SW = SIDEWALK TER WARNING SIGN TBM = TEMPORARY BENCH MARK c� = UTILITY POLE, CONCRETE ,.,_` K -' I (TYP) = TYPICAL CID_) = UTILITY POLE, METAL '.F.. n VCP = W/ = VITRIFIED CLAY PIPE WITH c-Qj = UTILITY POLE, WOOD + - ' WF = WOOD FENCE Gv Dc4 = VALVE, GAS • _ : . _ W/T = WALL TIE RV 0091 = VALVE, RECLAIMED WATER . Lu 4 # = TREE NUMBER sv m = VALVE, SANITARY R = TREE RATING wv D.o4 = VALVE, WATER 11. . * - � (a) = WELL _71. + 25.25 = POINT OF ELEVATION ;on - 25.2' = DIMENSION FROM BUILDING TO @ = ITEM NUMBER IN SCHEDULE B-2 OF TITLE COMMITMENT _� ! � ' .- ;; BOUNDARY / RIGHT-OF-WAY LINE - . 11) p .tt4! 1 P " = POST DEMOLITION ELEVATION a a - CONCRETE :rx = ASPHALT . . STORM CURB INLETS . MM = CONCRETE PAVERS Egg -1 I 2s, F@ ffE]JE] =BRICK .. I , I . _ro�� _)`�, . = TOP OF BANK -�!- = TOE OF SLOPE or CENTER LINE OF DITCH I . q_ �i 9 X X = 6' CHAIN LINK FENCE UNLESS OTHERWISE NOTED .... . , 155, 101 = OVERHEAD UTILITY LINES - O - - - - = APPROXIMATE LOCATION OF UNDERGROUND GAS LINE 1. 1E - -W - - -W- - = APPROXIMATE LOCATION OF UNDERGROUND WATER LINE - 119 If- - + - - -f- - = APPROXIMATE LOCATION OF UNDERGROUND FORCEMAIN . .,i . - -R - - --R- - = APPROXIMATE LOCATION OF UNDERGROUND RECLAIMED WATER LINE . . . , - - -+2'!--P-V6 - - - = APPROXIMATE LOCATION OF UNDERGROUND SANITARY SEWER LINE ! 1 4., : . . . . . � 24�L - -RC-P- - = APPROXIMATE LOCATION OF UNDERGROUND STORM SEWER LINE (ANMI p I 1�:. - - - - -,G,t m I rM - -1 .r.4 . . I'- I 1`11.111- 02 2007 I . I .. . vr*AFRIFR NT PLANN[wF - ,"Cy ­ CIWOl.&NWATE , . - I .1. " PROJECT: :1 .. INUE TYPE OF SURVEY: 11 , . 4 1 . . . , 1 . GRAPHC I 1; PREPARED FOR: � '14. TRIANGLE DEVELOPMENT COMPANY, LLC � 4�q -1 I . ! ,in - D, RIF, pv--.i ­ ", ! ��� Df ­ I 'i 30 15 0 11 30 1 i i SCALE: 1"=,30' i 37' 6 12' 10"8" 8' /@ = BOLLARD or POST p0 40" 16 R--3.0 /61 ft�.0 JD L1 = R--9 5 a R�i.o R , °a IV 17° 7 -5' 5.5.4.4" i t' 5 12 111 1146 ® 26° COR = CPB = , W C DT = ) = Cie ce O' c; r � R=20 i ff ® DB = DEED BOOK C4 = FLARED END SECTION 91 FINISHED 4 4" P tj � = GROUND LIGHT Co F OOR = 30. �F t= = GUY ANCHOR EP = EDGE OF PAVEMENT x = LIGHT POLE, CONCRETE ERCP = 1137 27' a FIELD DATA C co 0 � R =3. ® = MAILBOX 12° " . R =1.5 p1 72 qL FOUND IRON ROD O = MANHOLE, ELECTRIC 6 FOUND NAIL & DISC © = MANHOLE, GREASE TRAP 25jo FOUND OPEN PIPE 61 FPP = FOUND PINCHED PIPE ® = MANHOLE, STORM SEWER . 1 $ R- 9, STRUCTURE F/T = (G)0 ® = METER, ELECTRIC (G) 6. 12'49 g . FINISHED GE = GRATE ELEVA11ON ® = METER, RECLAIMED WATER 1 ,1144 INVERT ELEVATION F 1 8 112D 5' N1 B (L) = a.4 I R=25 �` f R ° 117 R =30 R =1.0 RSA 1 STORY � f o 7'4 e o 75D° (L) ® = SANITARY CLEANOUT 725.00'(L) _ I . 26241°(!_) • s 1 0 o�. 675' (1-) ec' 0 .T .. '0 r -91X158 � 15' 1- tp_g® 155 6 "r A4 L0gg '°1 R =O. Q 0 1 Q 13' i i i A/C = 1141 6"7'i D' R =2.0 37' R= 5 12' 10"8" 8' a a = BOLLARD or POST p0 40" 16 R--3.0 /61 ft�.0 JD L1 = R--9 5 a R�i.o R , °a IV 17° 7 -5' 5.5.4.4" i t' 5 12 111 1146 ® 26° COR = CPB = R =ZZ5 15' W C DT = ) = 124 R=20 #14 R =3.0 ® DB = .y O v, CLUSTER i R FA 'r,-o 17° 5'4 °4'7' !,r I 0 (DEAD) i I i t 'Will 14' 14° V. 450 R 3.0 05=30 3.0 13' R-2;' 13'R =3.5 R- 0 R3 24" .5 t4.10` 1420 m 13' 22�' i i i A/C = 1141 6"7'i D' R =2.0 37' R= 5 14• r 1=3.5 (C) = a a = BOLLARD or POST p0 40" 16 R--3.0 /61 ft�.0 CERTIFIED CORNER RECORD 0 (DEAD) i I i t 'Will 14' 14° V. 450 R 3.0 05=30 3.0 13' R-2;' 13'R =3.5 R- 0 R3 24" .5 t4.10` 1420 m 13' 22�' NIA ®R D.D(G) � ®(G) j �, / #t42 G) R=1.0 1 i R=20 27' 40 a 142 1(' G) 20' a R--3.0 43 (G ./' 1144 R =25 (G) ' 13.1 1`2� i4 L E G E N A/C = 1141 6"7'i D' R =2.0 37' R= 5 R�.5 1 ' D 17r' (C) = a a = BOLLARD or POST p0 40" 16 R--3.0 /61 ft�.0 CERTIFIED CORNER RECORD 0 5 #110 ®' . CLF = , °a ® = BOX, ELECTRIC UTILITY R =0.0 ° i t' 5 12 111 1146 CONCRETE ® = BOX, TELEPHONE COR = CPB = 1 STORY W C DT = ) = CURB TIE DEED DATA = FLAGPOLE #14 STRUCTURE 5 5 ® DB = DEED BOOK C4 = FLARED END SECTION 91 FINISHED 4 4" ECMP = ELLIPTICAL CORRUGATED METAL PIPE = GROUND LIGHT EL = F OOR = 30. �F t= = GUY ANCHOR EP = EDGE OF PAVEMENT x = LIGHT POLE, CONCRETE ERCP = 1137 27' a FIELD DATA = LIGHT POLE, WOOD (G) 10. � R =3. ® = MAILBOX 12° " . R =1.5 p1 72 qL FOUND IRON ROD O = MANHOLE, ELECTRIC 6 FOUND NAIL & DISC © = MANHOLE, GREASE TRAP R=2.0 FOUND OPEN PIPE T FPP = FOUND PINCHED PIPE ® = MANHOLE, STORM SEWER . 1 $ R- 9, STRUCTURE F/T = (G)0 ® = METER, ELECTRIC (G) 6. 12'49 g . FINISHED GE = GRATE ELEVA11ON ® = METER, RECLAIMED WATER 1 ,1144 INVERT ELEVATION F 1 8 112D 5' N1 B (L) = a.4 I R=25 �` f R ° 117 R =30 R =1.0 RSA 1 STORY LICENSED SURVEYOR / 7'4 e MHW = 4. ® = SANITARY CLEANOUT STRUCTURE NORMAL POOL R=3� zi- O/A = OVERALL = TELEPHONE RISER 6° 23" OFFICIAL RECORDS BOOK Chi 1119 #115 1=3 5 S PLAT DATA ®= TRAFFIC SIGNAL BOX PB = PLAT BOOK ®= TRAFFIC SIGNAL POLE PG = PAGE( 2 .1 NIA ®R D.D(G) � ®(G) j �, / #t42 G) R=1.0 1 i R=20 27' 40 a 142 1(' G) 20' a R--3.0 43 (G ./' 1144 R =25 (G) ' 13.1 1`2� i4 L E G E N A/C = 1141 6"7'i D' R =2.0 BLDG = BUILDING ® = BACKFLOW PREVENTER (C) = CALCULATED DATA = BOLLARD or POST CCR = CERTIFIED CORNER RECORD = BOX, CABLE TELEVISION CLF = CHAIN LINK FENCE ® = BOX, ELECTRIC UTILITY 12=25 R CORRUGATED METAL PIPE �, •- 1146 CONCRETE ® = BOX, TELEPHONE COR = CPB = a Xt = DECORATIVE LIGHT POLE =FIRE HYDRANT C DT = ) = CURB TIE DEED DATA = FLAGPOLE #14 DB = DEED BOOK C4 = FLARED END SECTION DIP = DUCTILE IRON PIPE IM = GRATE INLET ECMP = ELLIPTICAL CORRUGATED METAL PIPE = GROUND LIGHT EL = ELEVATION t= = GUY ANCHOR EP = EDGE OF PAVEMENT x = LIGHT POLE, CONCRETE ERCP = 1137 27' a FIELD DATA = LIGHT POLE, WOOD S a ® = MAILBOX 12° " . R =1.5 p1 72 qL FOUND IRON ROD O = MANHOLE, ELECTRIC 6 FOUND NAIL & DISC © = MANHOLE, GREASE TRAP 10° 814105 FOUND OPEN PIPE A FPP = FOUND PINCHED PIPE ® = MANHOLE, STORM SEWER . FOUND RAILROAD SPIKE ® = MANHOLE, TELEPHONE F/T = (G)0 ® = METER, ELECTRIC FXC = FOUND X -CUT R =ZS GE = GRATE ELEVA11ON ® = METER, RECLAIMED WATER IE = INVERT ELEVATION ® = METER, WATER (L) = LEGAL DESCRIPTION DATA 27' LB = LICENSED BUSINESS =MONITORING WELL 1 STORY LICENSED SURVEYOR MAS = MASONRY pia 6.s. 12 8=1.5 MHW = MEAN HIGH WATER ® = SANITARY CLEANOUT STRUCTURE NORMAL POOL o = SCHEDULE 8 -2 ITEM O/A = OVERALL = TELEPHONE RISER OR = OFFICIAL RECORDS BOOK NISHED FLOOR (P) = PLAT DATA ®= TRAFFIC SIGNAL BOX PB = PLAT BOOK ®= TRAFFIC SIGNAL POLE PG = PAGE( 2 .1 PLS = PROFESSIONAL LAND SURVEYOR ®= UNDERGROUND CABLE TELEVISION WARNING SIGN POB = POC = POINT OF BEGINNING POINT OF COMMENCEMENT = UNDERGROUND ELECTRIC MARKER PRM = PERMANENT REFERENCE MONUMENT ® = UNDERGROUND ELECTRIC WARNING SIGN PSM = PROFESSIONAL SURVEYOR & MAPPER = UNDERGROUND FIBER OPTIC MARKER P/T = PAVEMENT TIE ®= UNDERGROUND FIBER OPTIC WARNING SIGN PVC = POLY VINYL CHLORIDE SH D RCP = 1 STORY STRUCTURE = UNDERGROUND FORCEMAIN WARNING SIGN RLS = REGISTERED LAND SURVEYOR( = UNDERGROUND GAS MARKER R/W = RIGHT -OF -WAY ® = UNDERGROUND GAS WARNING SIGN SEC = SECTION 0 = UNDERGROUND RECLAIMED WATER MARKER SHIN = SIR = SEASONAL HIGH WATER SET IRON ROD 1/2° LB 6113 ® = UNDERGROUND RECLAIMED WATER WARNING SIGN S = SET NAIL &DISC LB 6113 7°7-7°4' SR = SR STATE ROAD _ UNDERGROUND SANITARY SEWER WARNING SIGN ® S/T = SIDEWALK TIE = UNDERGROUND TELEPHONE MARKER STY = STORY 1147 I SIDEWALK J = UNDERGROUND WATER MARKER TBM = TEMPORARY BENCH MARK = UNDERGROUND WATER WARNING SIGN (TYP) = TYPICAL ca.) = U11UTY POLE, CONCRETE VCP = VITRIFIED CLAY PIPE C�L = UTILITY POLE, METAL W/= WITH co> = UTILITY POLE, WOOD WF = W/T = 12' cv Do* = VALVE, GAS [ RV DOO = VALVE, RECLAIMED WATER + 25.25 = POINT OF ELEVATION °. 25.2' 1160 4 BOUNDARY / RIGHT -OF -WAY LINE STORM CURB INLETS d = CONCRETE R-3.0 J136 MM = CONCRETE PAVERS = BRICK = TOP OF BANK G ( ) R =2.5 = 6' CHAIN LINK FENCE UNLESS OTHERWISE NOTED = OVERHEAD UTILITY LINES 4 is` (G) 14° 1135 j R � 9 -W - - -W- - = APPROXIMATE LOCATION OF UNDERGROUND WATER LINE 4` f - - -F- - = APPROXIMATE LOCATION OF UNDERGROUND FORCEMAIN - -f� - - -R- - = APPROXIMATE LOCATION OF UNDERGROUND RECLAIMED WATER LINE - 1159 8-3.0 t5® 14• �%R=1 a 8=20 1158 I 4 .. . m. 1154 R =1.5 Y- 12' j { •� ° ( ( R =20 14 ' j i - - - - _ _ - - �2� R=15 �1157 d , ! R=za II G ( ) ii 4•.. R-2-5 1p #131 R -i0i1D 3130 15. 1149 14' 7' R=3.0 1150 =30 _ _ 1, 4` - __ - - 124 - - - - 25 J R=3s0 `@ rTw 6° 1151 1152 (G) 4 � 11 R=3 4 L d- G� R =1.5 D r D DATE NUMBER REVISIONS 0610411rolomIIII iii 111116 a mikown elm TREE LEGEND = BAY TREE = BOTTLE BRUSH TREE = CAMPHOR TREE = CEDAR Q = CHINABERRY TREE = CITRUS TREE ®= CYPRESS TREE Q = ELM TREE 0 = EUCALYPTUS TREE = MAGNOLIA TREE = MAPLE TREE = MULBERRY TREE = OAK TREE Q% = OTHER SPECIES = PALM TREE = PECAN TREE ®= PERSIMMON TREE = PINE TREE = SYCAMORE TREE = WAX MYRTLE TREE �} = WILLOW TREE (G) = GONE BASED ON - INVENTORY REPORT FOR HAR-RI-S-ON VILLAGE AND CONDOMINIUM AI SHEET a 1 OF 2 L E G E N A/C = AIR CONDITIONER UNIT BLDG = BUILDING ® = BACKFLOW PREVENTER (C) = CALCULATED DATA = BOLLARD or POST CCR = CERTIFIED CORNER RECORD = BOX, CABLE TELEVISION CLF = CHAIN LINK FENCE ® = BOX, ELECTRIC UTILITY CMP = CORRUGATED METAL PIPE [-A� = BOX, ELECTRIC UTILITY (TRANSFORMER) CONC = CONCRETE ® = BOX, TELEPHONE COR = CPB = CORNER CONDOMINIUM PLAT BOOK Xt = DECORATIVE LIGHT POLE =FIRE HYDRANT C DT = ) = CURB TIE DEED DATA = FLAGPOLE DB = DEED BOOK C4 = FLARED END SECTION DIP = DUCTILE IRON PIPE IM = GRATE INLET ECMP = ELLIPTICAL CORRUGATED METAL PIPE = GROUND LIGHT EL = ELEVATION t= = GUY ANCHOR EP = EDGE OF PAVEMENT x = LIGHT POLE, CONCRETE ERCP = ELLIPTICAL REINFORCE CONCRETE PIPE = LIGHT POLE, METAL (F) = FIELD DATA = LIGHT POLE, WOOD FCM = FOUND CONCRETE MONUMENT ® = MAILBOX FDOT = FLORIDA DEPARTMENT OF TRANSPORTATION FIR = FOUND IRON ROD O = MANHOLE, ELECTRIC FND = FOUND NAIL & DISC © = MANHOLE, GREASE TRAP FOP = FOUND OPEN PIPE UO = MANHOLE, SANITARY SEWER FPP = FOUND PINCHED PIPE ® = MANHOLE, STORM SEWER FRRS = FOUND RAILROAD SPIKE ® = MANHOLE, TELEPHONE F/T = FENCE TIE ® = METER, ELECTRIC FXC = FOUND X -CUT ® = METER, GAS GE = GRATE ELEVA11ON ® = METER, RECLAIMED WATER IE = INVERT ELEVATION ® = METER, WATER (L) = LEGAL DESCRIPTION DATA ® = MITERED END SECTION LB = LICENSED BUSINESS =MONITORING WELL LS = LICENSED SURVEYOR MAS = MASONRY ® = PEDESTRIAN CROSSING SIGNAL MHW = MEAN HIGH WATER ® = SANITARY CLEANOUT NP = NORMAL POOL o = SCHEDULE 8 -2 ITEM O/A = OVERALL = TELEPHONE RISER OR = OFFICIAL RECORDS BOOK -,- = TRAFFIC SIGN (P) = PLAT DATA ®= TRAFFIC SIGNAL BOX PB = PLAT BOOK ®= TRAFFIC SIGNAL POLE PG = PAGE( = UNDERGROUND CABLE TELEVISION MARKER PLS = PROFESSIONAL LAND SURVEYOR ®= UNDERGROUND CABLE TELEVISION WARNING SIGN POB = POC = POINT OF BEGINNING POINT OF COMMENCEMENT = UNDERGROUND ELECTRIC MARKER PRM = PERMANENT REFERENCE MONUMENT ® = UNDERGROUND ELECTRIC WARNING SIGN PSM = PROFESSIONAL SURVEYOR & MAPPER = UNDERGROUND FIBER OPTIC MARKER P/T = PAVEMENT TIE ®= UNDERGROUND FIBER OPTIC WARNING SIGN PVC = POLY VINYL CHLORIDE UNDERGROUND FORCEMAIN MARKER RCP = REINFORCE CONCRETE PIPE = UNDERGROUND FORCEMAIN WARNING SIGN RLS = REGISTERED LAND SURVEYOR( = UNDERGROUND GAS MARKER R/W = RIGHT -OF -WAY ® = UNDERGROUND GAS WARNING SIGN SEC = SECTION 0 = UNDERGROUND RECLAIMED WATER MARKER SHIN = SIR = SEASONAL HIGH WATER SET IRON ROD 1/2° LB 6113 ® = UNDERGROUND RECLAIMED WATER WARNING SIGN S = SET NAIL &DISC LB 6113 = UNDERGROUND SANITARY SEWER MARKER SR = SR STATE ROAD _ UNDERGROUND SANITARY SEWER WARNING SIGN ® S/T = SIDEWALK TIE = UNDERGROUND TELEPHONE MARKER STY = STORY ® = UNDERGROUND TELEPHONE WARNING SIGN SW = SIDEWALK J = UNDERGROUND WATER MARKER TBM = TEMPORARY BENCH MARK = UNDERGROUND WATER WARNING SIGN (TYP) = TYPICAL ca.) = U11UTY POLE, CONCRETE VCP = VITRIFIED CLAY PIPE C�L = UTILITY POLE, METAL W/= WITH co> = UTILITY POLE, WOOD WF = W/T = WOOD FENCE WALL TIE cv Do* = VALVE, GAS RV DOO = VALVE, RECLAIMED WATER + 25.25 = POINT OF ELEVATION sv m = VALVE, SANITARY 25.2' = DIMENSION FROM BUILDING TO w Elm = VALVE, WATER = WELL BOUNDARY / RIGHT -OF -WAY LINE STORM CURB INLETS d = CONCRETE ® = ASPHALT MM = CONCRETE PAVERS = BRICK = TOP OF BANK = TOE OF SLOPE or CENTER LINE OF DITCH = 6' CHAIN LINK FENCE UNLESS OTHERWISE NOTED = OVERHEAD UTILITY LINES - - - -G- - = APPROXIMATE LOCATION OF UNDERGROUND GAS LINE - -W - - -W- - = APPROXIMATE LOCATION OF UNDERGROUND WATER LINE - f - - -F- - = APPROXIMATE LOCATION OF UNDERGROUND FORCEMAIN - -f� - - -R- - = APPROXIMATE LOCATION OF UNDERGROUND RECLAIMED WATER LINE - - -2 °-P- - - = APPROXIMATE LOCATION OF UNDERGROUND SANITARY SEWER LINE - 24P-RC -F- = APPROXIMATE LOCATION OF UNDERGROUND STORM SEWER LINE TREE LEGEND = BAY TREE = BOTTLE BRUSH TREE = CAMPHOR TREE = CEDAR Q = CHINABERRY TREE = CITRUS TREE ®= CYPRESS TREE Q = ELM TREE 0 = EUCALYPTUS TREE = MAGNOLIA TREE = MAPLE TREE = MULBERRY TREE = OAK TREE Q% = OTHER SPECIES = PALM TREE = PECAN TREE ®= PERSIMMON TREE = PINE TREE = SYCAMORE TREE = WAX MYRTLE TREE �} = WILLOW TREE (G) = GONE BASED ON - INVENTORY REPORT FOR HAR-RI-S-ON VILLAGE AND CONDOMINIUM AI SHEET a 1 OF 2 14, • �1,Q R =3.5 12° #111rt SECTION 9, TOWNSHIP 29 S., RANGE 15 El N OTE: = TOP OF BANK TREE INVENTORY WITH NUMBERS AND RATINGS PREPARED BY BOEN'S TREE SURVICE = 6' CHAIN LINK FENCE UNLESS OTHERWISE NOTED A/C = AIR CONDITIONER UNIT ® = BACKFLOW PREVENTER BLDG = BUILDING a = BOLLARD or POST (C) = CALCULATED DATA EM = BOX, CABLE TELEVISION CCR = CERTIFIED CORNER RECORD ® = BOX, ELECTRIC UTILITY CLF = CHAIN LINK FENCE © = BOX, ELECTRIC UTILITY (TRANSFORMER) CMP = CORRUGATED METAL PIPE NCWV CONC = COR = CONCRETE CORNER 3 = DECORATIVE LIGHT POLE COLUMN CORNER ' °' I �' H'Q CONDOMINIUM PLAT BOOK = FLAGPOLE d• 9 ' CURB TIE DEED DATA C9 = FLARED END SECTION 0.3'NXOM! E ® . S = = GRATE INLET DIP = DUCTILE IRON PIPE = GROUND LIGHT 10 °4 °12"19° sy = GUY ANCHOR EL = ELEVATION = LIGHT POLE, CONCRETE 14° ;#103 1101 R =2.Q = LIGHT POLE, METAL 28 66 34.86 ELLIPTICAL REINFORCE CONCRETE PIPE # = LIGHT POLE, WOOD (F) = FCM = FIELD DATA FOUND CONCRETE MONUMENT ® = MAILBOX FDOT = FLORIDA DEPARTMENT OF TRANSPORTATION tE3 = MANHOLE, ELECTRIC FIR = FOUND IRON ROD Q = MANHOLE, GREASE TRAP FND = FOUND NAIL & DISC sQ = MANHOLE, SANITARY SEWER FOP = FOUND OPEN PIPE © = MANHOLE, STORM SEWER 20' b R104� FOUND PINCHED PIPE �— _ 30.51 FOUND RAILROAD SPIKE ® = METER, ELECTRIC F/T = SECTION 9, TOWNSHIP 29 S., RANGE 15 El N OTE: = TOP OF BANK TREE INVENTORY WITH NUMBERS AND RATINGS PREPARED BY BOEN'S TREE SURVICE = 6' CHAIN LINK FENCE UNLESS OTHERWISE NOTED A/C = AIR CONDITIONER UNIT ® = BACKFLOW PREVENTER BLDG = BUILDING a = BOLLARD or POST (C) = CALCULATED DATA EM = BOX, CABLE TELEVISION CCR = CERTIFIED CORNER RECORD ® = BOX, ELECTRIC UTILITY CLF = CHAIN LINK FENCE © = BOX, ELECTRIC UTILITY (TRANSFORMER) CMP = CORRUGATED METAL PIPE ® = BOX, TELEPHONE CONC = COR = CONCRETE CORNER 3 = DECORATIVE LIGHT POLE _ FIRE HYDRANT CPB = CONDOMINIUM PLAT BOOK = FLAGPOLE C T = D) = CURB TIE DEED DATA C9 = FLARED END SECTION DB = DEED BOOK = = GRATE INLET DIP = DUCTILE IRON PIPE = GROUND LIGHT ECMP = ELLIPTICAL CORRUGATED METAL PIPE = GUY ANCHOR EL = ELEVATION = LIGHT POLE, CONCRETE EP = EDGE OF PAVEMENT = LIGHT POLE, METAL FRCP = ELLIPTICAL REINFORCE CONCRETE PIPE # = LIGHT POLE, WOOD (F) = FCM = FIELD DATA FOUND CONCRETE MONUMENT ® = MAILBOX FDOT = FLORIDA DEPARTMENT OF TRANSPORTATION tE3 = MANHOLE, ELECTRIC FIR = FOUND IRON ROD Q = MANHOLE, GREASE TRAP FND = FOUND NAIL & DISC sQ = MANHOLE, SANITARY SEWER FOP = FOUND OPEN PIPE © = MANHOLE, STORM SEWER FPP = FOUND PINCHED PIPE (D = MANHOLE, TELEPHONE FRRS = FOUND RAILROAD SPIKE ® = METER, ELECTRIC F/T = FENCE TIE ® = METER, GAS FXC = FOUND X -CUT ®= METER, RECLAIMED WATER GE = GRATE ELEVATION ®= METER, WATER IE = (L) = INVERT ELEVATION LEGAL DESCRIPTION DATA = MITERED END SECTION LB = LICENSED BUSINESS @ = MONITORING WELL LS = LICENSED SURVEYOR ® = PEDESTRIAN CROSSING SIGNAL MAS = MASONRY = SANITARY CLEANOUT MHW = MEAN HIGH WATER O = SCHEDULE B -2 ITEM NP = NORMAL POOL = TELEPHONE RISER O/A = OVERALL -z-- = TRAFFIC SIGN OR = OFFICIAL RECORDS BOOK ® = TRAFFIC SIGNAL BOX (P) = PLAT DATA TRAFFIC SIGNAL POLE PB = PG = PLAT BOOK PAGE � = UNDERGROUND CABLE TELEVISION MARKER PLS = PROFESSIONAL LAND SURVEYOR = UNDERGROUND CABLE TELEVISION WARNING SIGN POB = POINT OF BEGINNING( = UNDERGROUND ELECTRIC MARKER POC = POINT OF COMMENCEMENT = UNDERGROUND ELECTRIC WARNING SIGN PRM = PERMANENT REFERENCE MONUMENT = UNDERGROUND FIBER OPTIC MARKER PSM = PROFESSIONAL SURVEYOR & MAPPER ® = UNDERGROUND FIBER OP11C WARNING SIGN P/T = PAVEMENT TIE j = UNDERGROUND FORCEMAIN MARKER PVC = POLY VINYL CHLORIDE ® = UNDERGROUND FORCEMAIN WARNING SIGN RCP = REINFORCE CONCRETE PIPE K = UNDERGROUND GAS MARKER RLS = REGISTERED LAND SURVEYOR ® = UNDERGROUND GAS WARNING SIGN R/W = SEC = RIGHT —OF —WAY SECTION = UNDERGROUND RECLAIMED WATER MARKER ® SHW = SEASONAL HIGH WATER = UNDERGROUND RECLAIMED WATER WARNING SIGN SIR = SET IRON ROD 1/2 LB 6113( = UNDERGROUND SANITARY SEWER MARKER SND = SET NAIL & DISC LB 6113 = UNDERGROUND SANITARY SEWER WARNING SIGN SR = STATE ROAD jz( = UNDERGROUND TELEPHONE MARKER S/T = SIDEWALK TIE ® = UNDERGROUND TELEPHONE WARNING SIGN STY = STORY( = UNDERGROUND WATER MARKER SW = SIDEWALK ® = UNDERGROUND WATER WARNING SIGN TBM = TEMPORARY BENCH MARK = UTILITY POLE, CONCRETE (TYP) = TYPICAL = UTILITY POLE, METAL VCP = W/= VITRIFIED CLAY PIPE WITH c-Q. = UTILITY POLE, WOOD WF = WOOD FENCE cv m4 = VALVE, GAS W/T = WALL TIE RV Da = VALVE, RECLAIMED WATER # = TREE NUMBER WWI = VALVE, SANITARY R = TREE RATING WV tot = VALVE, WATER = WELL + 25.25 = POINT OF ELEVATION 25.2' = DIMENSION FROM BUILDING TO BOUNDARY / RIGHT —OF —WAY LINE STORM CURB INLETS �:.•. = CONCRETE ^ � = ASPHALT = CONCRETE PAVERS = BRICK 0- RIU L D tI' JUL, IT TYPE OFSURVEY: TREE EXHIBIT — 0, NORTH # PREPAREDFOR: TRIANGLE DEVELOPMENT COMPANY, LLC = TOP OF BANK = TOE OF SLOPE or CENTER LINE OF DITCH = 6' CHAIN LINK FENCE UNLESS OTHERWISE NOTED OVERHEAD UTILITY LINES APPROXIMATE LOCATION OF UNDERGROUND GAS LINE APPROXIMATE LOCATION OF UNDERGROUND WATER LINE - f - - -F- - = APPROXIMATE LOCATION OF UNDERGROUND FORCEMAIN - -R• - - -R- - = APPROXIMATE LOCATION OF UNDERGROUND RECLAIMED WATER LINE - - 40 -PVe- - - = APPROXIMATE LOCATION OF UNDERGROUND SANITARY SEWER LINE — 24" -REP- — = APPROXIMATE LOCATION OF UNDERGROUND STORM SEWER LINE 0- RIU L D tI' JUL, IT TYPE OFSURVEY: TREE EXHIBIT — 0, NORTH # PREPAREDFOR: TRIANGLE DEVELOPMENT COMPANY, LLC TLEGAL DESCRIPTION GA L- PARCEL 1: 300 -410 OSCEOLA AVENUE LOTS 1 THROUGH 7 AND THE 10 FOOT ALLEY LYING WEST OF LOTS 1 THROUGH 3 OF A.S. & JENNIE CATES SUBDIVISION, AS RECORDED IN PLAT BOOK 1, PAGE 64, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA, AND A PORTION OF GOVERNMENT LOT 4 IN SECTION 9, TOWNSHIP 29 SOUTH, RANGE 15 EAST, BEING FURTHER DESCRIBED AS FOLLOWS: BEGIN AT THE NORTHWEST CORNER OF LOT 7 OF SAID A.D & JENNIE CATES SUBDIVISION: THENCE N.88'58'21 "E, ALONG THE SOUTHERLY RIGHT OF WAY OF GEORGIA STREET (A 40 FOOT RIGHT OF WAY), A DISTANCE OF 211.75 FEET TO THE WESTERLY RIGHT OF WAY LINE OF NORTH FORT HARRISON AVENUE (A 55 FOOT RIGHT OF WAY); THENCE SOUTH, ALONG SAID WESTERLY RIGHT OF WAY LINE, A DISTANCE OF 337.16 FEET; THENCE LEAVING SAID RIGHT OF WAY LINE N89'58'02 "W., A DISTANCE OF 211.11 FEET TO THE EASTERLY RIGHT OF WAY LINE OF OSCEOLA AVENUE (A 40 FOOT RIGHT OF WAY); THENCE NOO °06'14 "W., ALONG SAID EASTERLY RIGHT OF WAY LINE AND THE WESTERLY LINE OF LOT 4 THROUGH 7 OF SAID A.B. & JENNIE CATES SUBDIVISION, A DISTANCE OF 333.12 FEET TO THE POINT OF BEGINNING. PARCEL 2: LOTS A AND B OF BERGENS REPLAT, AS RECORDED IN PLAT BOOK 26, PAGE 41, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA, TOGETHER WITH THE EAST 1/3 OF LOT 2, AND THE WEST 1/3 OF LOT 3 OF JONES OF NICHOLSONS ADDITION TO CLEARWATER HARBOR, AS RECORDED IN PLAT H1, PAGE 13, PUBLIC RECORDS OF HILLSBOROUGH COUNTY, OF WHICH PINELLAS COUNTY WAS FORMERLY A PART, ALSO TOGETHER WITH A VACATED ALLEY AS DESCRIBED IN OFFICIAL RECORD BOOK 7546, PAGE 607 OF THE PUBLIC RECORDS OF PINELLAS COUNTY ALL LYING IN SECTION 9, TOWNSHIP 29 SOUTH, RANGE 15 EAST, BEING FURTHER DESCRIBED AS FOLLOWS: BEGIN AT THE NORTHEAST CORNER OF LOT B OF SAID BERGENS REPLAT; THENCE SOUTH, ALONG THE WESTERLY RIGHT OF WAY LINE OF NORTH FORT HARRISON AVENUE (A 55 FOOT RIGHT OF WAY) AND THE EASTERLY LINE OF SAID LOTS A AND B OF SAID BERGENS REPLAT; A DISTANCE OF 179.99 FEET TO THE NORTHERLY RIGHT OF WAY LINE OF JONES STREET; THENCE N89 °49'45 "W, ALONG THE NORTHERLY RIGHT OF WAY LINE OF SAID JONES STREET AND THE SOUTHERLY LINE OF LOT A AND THE SOUTHERLY LINE OF THE EAST 1/3 OF LOT 2 AND THE WEST 1/3 OF LOT 3 OF SAID JONES SUBDIVISION OF NICHOLSON'S ADDITION TO CLEARWATER HARBOR, A DISTANCE OF 186.65 FEET; THENCE NORTH ALONG THE WESTERLY LINE OF SAID EAST 1/3 OF LOT 2, JONES SUBDIVISION OF NICHOLSONS ADDITION TO CLEARWATER HARBOR, A DISTANCE OF 179.99 FEET THENCE S89 °49'47 "E, A DISTANCE OF 25.00 FEET, THENCE NORTH, A DISTANCE OF 12.47 FEET, THENCE 589'49'47 "E, A DISTANCE OF 161.65 FEET TO THE WESTERLY RIGHT OF WAY LINE OF NORTH FORT HARRISON AVENUE; THENCE ALONG SAID WESTERLY RIGHT OF WAY LINE, SOUTH, A DISTANCE OF 12.26 FEET TO THE POINT OF BEGINNING. w PARCEL #1 301 OSCEOLA AVENUE, 400 & 410 JONES STREET THE WEST 2/3 OF LOT 2, BLOCK 2, JONES SUBDIVISION OF NICHOLSONS ADDITION TO CLEARWATER HARBOR, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 1, PAGE 13, OF THE PUBLIC RECORDS OF HILLSBOROUGH COUNTY, FLORIDA, OF WHICH PINELLAS COUNTY WAS FORMERLY A PART OF, LESS THE NORTHWEST CORNER AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF LOT 2, BLOCK 2, OF SAID JONES SUBDIVISION FOR A POINT OF BEGINNING: THENCE N.00'23'00 "W., ALONG THE WEST LINE OF SAID LOT 2, 169.80 FEET; THENCE NORTHEASTERLY ALONG A CURVE, (SAID CURVE HAVING A RADIUS OF 45.00 FEET: A TANGENT OF 8.07 FEET; A CHORD OF 15.55 FEET; A CHORD BEARING N.49 °42'46 "E), A DISTANCE OF 15.96 FEET; THENCE N.139 °41'08 "E., ALONG THE NORTH LINE OF SAID LOT 2, 41.77 FEET; THENCE SA0°23'00 "E., 180.00 FEET; THENCE S.89 °41'06 "W., 53.95 FEET TO THE POINT OF BEGINNING. PARCEL #2 THE SOUTH 76 FEET OF LOT 1, BLOCK 2, JONES SUBDIVISION OF NICHOLSON'S ADDITION TO CLEARWATER HARBOR, ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 1, PAGE 13, OF THE PUBLIC RECORDS OF HILLSBOROUGH COUNTY, FLORIDA, OF WHICH PINELLAS COUNTY WAS FORMERLY A PART, TOGETHER WITH THAT CERTAIN TRACT OF LAND LYING BETWEEN THE WEST LINE OF THE ABOVE DESCRIBED LAND AND THE EAST RIGHT —OF —WAY LINE OF OSCEOLA AVENUE, LYING AND BEING IN PINELLAS COUNTY, FLORIDA. PARCEL #3 BEGINNING AT THE SOUTHWEST CORNER OF LOT 1, BLOCK 2, OF THE JONES SUBDIVISION OF NICHOLSON'S ADDITION TO CLEARWATER HARBOR, ACCORDING TO THE CORRECTED MAP OR PLAT THEREOF RECORDED IN PLAT BOOK 1, PAGE 13, OF THE PUBLIC RECORDS OF HILLSBOROUGH COUNTY, FLORIDA, OF WHICH PINELLAS COUNTY WAS FORMERLY A PART; RUN THENCE N00'23'00 "W., ALONG THE EAST LINE OF SAID LOT 1, 157 FEET FOR A POINT OF BEGINNING; THENCE S.79 °24'06 "W., 80.28 FEET; THENCE S.00 °44'00 "W., 12.21 FEET, THENCE EAST, PARALLEL TO THE SOUTH LINE OF SAID LOT, 79.25 FEET, MORE OR LESS, TO THE EAST LINE OF SAID LOT; THENCE NORTH ALONG THE EAST LINE OF SAID LOT, 27 FEET MORE OR LESS, TO THE POINT OF BEGINNING. ON # r; . xilAwW&TA:ll•1112 FROM THE SOUTHWEST (SW) CORNER OF THE SOUTHEAST QUARTER (SE 1/4) OF THE SOUTH EAST QUARTER (SE 1/4) OF SECTION 9, TOWNSHIP 29 SOUTH, RANGE 15 EAST; RUN WEST 398.68 FEET TO THE WEST LINE OF OSCEOLA AVENUE; THENCE NORTH 0 DEGREES 38 MINUTES EAST ALONG THE WEST LINE OF OSCEOLA AVENUE 545.68 FEET TO THE NORTH LINE OF AN ALLEY AS SHOWN IN JONES SUBDIVISION TO THE TOWN OF CLEARWATER, FLORIDA; THENCE EAST 58.0 FEET TO POINT OF BEGINNING; THENCE NORTH 83.16 FEET MORE OR LESS; THENCE WEST 250.55 FEET MORE OF LESS TO THE WATERS OF CLEARWATER BAY; THENCE SOUTH 22 1/2 DEGREES WEST 90.01 FEET MORE OR LESS TO A POINT 285 FEET WEST OF THE POINT OF BEGINNING; THENCE EAST 285.0 FEET TO POINT BEGINNING. TOGETHER WITH ALL SUBMERGED LAND A RIPARIAN RIGHTS APPURTENANT TO SAID TRACT DESCRIBED AS FOLLOWS: TRACT 23, FROM AN INTERSECTION OF THE NORTH LINE OF JONES STREET AND THE WEST LINE OF OSCEOLA AVENUE OF JONES SUBDIVISION IN CLEARWATER, FLORIDA; RUN NORTH ALONG WEST LINE OF OSCEOLA AVENUE 190 FEET, THENCE WEST 213.9 FEET TO AVERAGE HIGH WATER LINE OF CLEARWATER BAY TO POINT OF BEGINNING; THENCE 725 FEET TO CHANNEL IN CLEARWATER BAY; THENCE 725 FEET TO CHANNEL IN CLEARWATER BAY; THENCE NORTHEASTERLY ALONG EAST SIDE OF CHANNEL A DISTANCE OF 83.17 FEET DUE NORTH; THENCE EAST 725 FEET TO AVERAGE HIGH WATER LINE OF CLEARWATER BAY; THENCE ,M A SOUTHWESTERLY COURSE ALONG THE AVERAGE HIGH WATER LINE TO POINT OF BEGINNING. LESS THAT PORTION DESCRIBED IN THAT CERTAIN ORDER FOR TAKING FILESi JANUARY 13, 1961, IN O.R. BOOK 1083, PAGE 97, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. LOTS A AND B OF CLOVIS C. LUTZ SUBDIVISION ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 35, PAGE 76, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. TOGETHER WITH ALL SUBMERGED LANDS, BAY BOTTOMS AND RIPARIAN RIGHTS THEREUNTO APPERTAINING OR IN ANYWISE BELONGING, MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGIN AT THE NORTHWEST CORNER OF CLOVIS C. LUTZ SUBDIVISION AS RECORDED IN PLAT BOOK 35, PAGE 76, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA, AND RUN THENCE SOUTH 12 DEGREES 06'15" WEST ALONG THE WESTERLY LINE OF SAID SUBDIVISION 65.48 FEET TO THE SOUTHWEST CORNER OF SAID SUBDIVISION; THENCE SOUTH 89 DEGREES 54'00" WEST 630.0 FEET MORE OR LESS TO THE EASTERLY BOUNDARY OF THE CHANNEL IN CLEARWATER BAY; THENCE NORTHERLY, ALONG THE EASTERLY BOUNDARY OF SAID CHANNEL, TO AN INTERSECTION WITH THE WESTERLY EXTENSION OF THE NORTHERLY LINE OF SAID COLVIS C. LUTZ SUBDIVISION; THENCE EASTERLY, ALONG THE WESTERLY EXTENSION OF THE SAID NORTHERLY LINE 637.0 FEET MORE OR LESS TO THE POINT OF BEGINNING. THE ABOVE DESCRIBED PROPERTY IS SUBJECT TO AN EASEMENT TO THE WEST COAST INLAND NAVIGATION DISTRICT ON THAT PART LYING WITHIN 250 FEET OF THE CENTERLINE OF THE WEST COAST INTRACOASTAL WATERWAY CANAL, CONTAINING 0.28 ACRE, MORE OR LESS. THAT PART OF A CERTAIN TEN (10) FEET OF UNNAMED ALLEY EXTENDING WEST TO THE WATERS OF CLEARWATER HARBOR FROM THE WEST RIGHT OF WAY OF OSCEOLA AVENUE AND LYING SOUTH OF THE FREILER PROPERTY AND LYING NORTH OF LOT A OF CLOVIS C. LUTZ SUBDIVISION AS RECORDED IN PLAT BOOK 35, PAGE 76, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA, SAID ALLEY HAVING BEEN VACATED BY THE CITY OF CLEARWATER, PINELLAS COUNTY, FLORIDA, AND BEING THE SAME PROPERTY AS SHOWN ON QUIT CLAIM DEED FROM A.K. FREILER AND SARAH RAY FREILER, HIS WIFE, IN O.R. 589, PAGE 289, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. A PARCEL OF SUBMERGED LAND IN CLEARWATER HARBOR IN SECTION 9, TOWNSHIP 29 SOUTH, RANGE 15 EAST, PINELLAS COUNTY, FLORIDA, MORE PARTICULARLY DESCRIBED` AS FOLLOWS: BEGIN AT THE NORTHWEST CORNER OF LOT A OF THE CLOVIS C. LUTZ SUBDIVISION, AS RECORDED IN PLAT BOCK 35, PAGE 76, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA, SAID POINT BEING ON THE AVERAGE HIGH WATER LINE OF CLEARWATER HARBOR, SAID POINT OF BEGINNING BEING 555.97 FEET NORTH AND 1949.66 FEET WEST OF THE SOUTHEAST CORNER OF SAID SECTION 9, FROM AFORESAID POINT OF BEGINNING RUN THENCE N89 DEGREES 24'16" WEST, 282.41 FEET TO THE CITY OF CLEARWATER BULKHEAD LINE; THENCE RUN N07 DEGREES 28'50" EAST,10.07 FEET ALONG SAID BULKHEAD LINE; RUN THENCE S89 DEGREES 24'16" EAST, 281.21 FEET TO THE AVERAGE HIGH WATER LINE OF CLEARWATER HARBOR; RUN THENCE SOO DEGREES 38'00" WEST 10.00 FEET ALONG SAID AVERAGE HIGH WATER LINE TO THE POINT OF BEGINNING. UNIX% 500 N. FT. HARRISON AVENUE LOTS 1 AND 2 HARRINGTON'S SUBDIVISION, AS RECORDED IN PLAT BOOK 5, PAGE 77, ACCORDING TO THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. PARCEL A LOTS 8, 9, 10, 11 & ALL OF GEORGIA STREET LYING NORTH OF SAID LOT 8, A.B. & JENNIE CATES SUBDIVISION AS RECORDED IN PLAT BOOK 1, PAGE 64 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. TOGETHER WITH: PARCEL B BEGINNING WHERE THE WEST LINE OF NORTH OSCEOLA STREET, IN CLEARWATER, FLORIDA, OR THE WEST LINE OF SAID STREET EXTENDED NORTH AS SAID NORTH OSCEOLA STREET EXISTED ON OCTOBER 8, 1894, INTERSECTS THE SOUTH LINE OF A THREE ACRE TRACT OF LAND FORMERLY OWNED BY MARY C. NICHOLSON, WHICH SAID TRACT IS DESCRIBED AS (BEGINNING 17.85 CHAINS WEST AND 8.28 CHAINS NORTH OF THE S.E. CORNER OF SEC. 9, TWP. 29 S., RANGE 15 E, THENCE NORTH 2.52 CHAINS TO A STAKE, THENCE RUN WEST 11.40 CHAINS TO A STAKE, AT LOW WATER MARK ON CLEARWATER BAY, THENCE SOUTHERLY ALONG THE MEANDERINGS OF SAID BAY 2.75 CHAINS MORE OR LESS TO A POINT DUE WEST OF THE STARTING; THENCE EAST 12.40 CHAINS MORE OR LESS TO A POINT OF BEGINNING; CONTAINING 3 ACRES MORE OR LESS; THENCE RUN EAST ALONG THE SOUTH LINE OF SAID NICHOLSON TRACT 58 FT. FOR A POINT OF BEGINNING, THENCE NORTH 84 FT., THENCE EAST 70 FT., THENCE SOUTH 84 FT., THENCE EAST 70 FT., THENCE SOUTH 84 FT, THENCE WEST 70 FT, TO POINT OF BEGINNING, IT BEING THE INTENTION HEREBY TO CONVEY THE LAND HERETOFORE CONVEYED BY J.E. ELDRIDGE TO JAMES E. BEARING AND ROSE B. SCARLING BY DEED DATED APRIL 10, 1922, FILED SAME DATE, AND RECORDED IN DEED RECORD 116, PAGE 67, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. PARCEL C ALSO, BEGIN AT THE SOUTHEAST CORNER OF THE TRACT OF LAND HERETOFORE DESCRIBED AND HEREBY CONVEYED, RUN THENCE WESTERLY ALONG THE SOUTHERN BOUNDARY OF SAID ABOVE DESCRIBED TRACT 37 FEET 6 INCHES FOR A POINT OF BEGINNING, THENCE CONTINUE ALONG SAID SOUTHERN BOUNDARY OF SAID ABOVE DESCRIBED TRACT WESTERLY TO THE SOUTHWEST CORNER OF SAID TRACT, THENCE SOUTHE 7 FEET, THENCE EASTERLY IN A STRAIGHT LINE TO POINT OF BEGINNING, BEING A TRIANGULAR PIECE OF LAND, IT BEING THE INTENTION BY THIS DESCRIPTION TO CONVEY THAT CERTAIN SMALL TRIANGULAR PARCEL OF LAND HERETOFORE CONVEYED BY THE CITY OF CLEARWATER TO JAMES B. SCARING BY DEED DATED DECEMBER 13, 1922, FILED DECEMBER 14, 1922, RECORDED IN DEED RECORD 133, PAGE 483, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. l[iiel 11 100 &I 1 PARCEL D BEGINNING AT A POINT IN THE CITY OF CLEARWATER, COUNTY OF PINELLAS, STATE OF FLORIDA, WHERE THE WEST LINE OF OSCEOLA AVENUE INTERSECTS THE SOUTH LINE OF GEORGIA STREET; RUN THENCE SOUTHERLY ALONG THE WEST LINE OF SAID OSCEOLA AVENUE 200 FEET MORE OR LESS TO SOUTHEAST CORNER OF LOT ELEVEN (11), OF CATES SUBMgSION, ACCORDING TO THE MAP OR PLAT THEREOF AS SAME APPEARS OF RECORD IN PLAT BOOK I PAGE 64 PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA, FOR A POINT OF BEGINNING, THENCE SOUTHERLY ALONG THE WESTERN BOUNDARY OF SAID OSCEOLA AVENUE 49 FEET MORE OR LESS TO THE NORTHEAST CORNER OF WHAT IS KNOWN AS THE OLD JOHN E. LAMBETH PROPERTY, THENCE WESTERLY ALONG THE SAID LAMBETH LINE TO THE HIGH WATER MARK ON CLEARWATER BAY, THENCE NORTHEASTERLY ALONG SAID HIGH WATER MARK TO SOUTH LINE OF SAID LOT ELEVEN (11) OF SAID CATES' SUBDIVISION. THENCE EASTERLY ALONG SAID SOUTH LINE OF SAID LOT ELEVEN (11) TO THE POINT OF BEGINNING, t ` 1 1, . PARCEL E THOSE SUBMERGED LANDS DESCRIBED IN OR BOOKS 3515, PAGE 221, OR 3557, PAGE 559, AND OR 1324, PAGE 520 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. `4'; 1 `tl PROJE"ICT LOCA110N _— PARCEL : 09-29-15-14310-000-0080 PARCEL 7: 09-2 -1 - 3370 -000 -0020 GENERAL NOTES 404 N. OSCEOLA AVENUE NO ADDRESS DEMOLITION PLAN CLEARWATER, FL CLEARWATER, L PHASING PLAN 09-29-15-14310-000-0100 PARPARCEL : 09-29-15-07940-000-0021 SITE PLAN N. OSCEOLA AVENUE 00 N. OSCEOLA AVENUE GRADING &DRAINAGE PLAN CLEARWATER, FL CLEARWATER, L PARCEL& - : 09-29-15-44352-002-0010 GENERAL DETAILS 314 N. OSCEOLAAVENUE NO PHYSICAL ADDRESS UTILITY DETAILS CLEARWATER, CLEARWATER, PARCEL4: 10: 09-29-15-44352-002-0012 PHYSICAL NO ADDRESS­­_. PHYSICAL ADDRESS CLEARWATER, CLEARWATER, L PARCEL5: 09-29-15-00000-430-0500 PARCEL 11:09-29-15-44352-002-0020 312 N. OSCEOLAIAVENUE NO PHYSICAL ADDRESS FL CLEARWATER, FL 09-29-15-53370-000-0010 12:09-29-15-00000-430-0300 NO PHYSICAL ADDRESS 3090SCEOLAAVENUE CLEARWATER, FL CLEARWATER, PARCEL 13:09-29-15-14310-000-0010 410 N. OSCEOLA AVENUE CLEARWATER, FL . "INVESTIGATE BEFORE YOU EXCAVATE" CALL SUNSHINE @ 1 -800- 432 -4770 FL. STATUTE 553.851 (1979) REQUIRES A MIN, OF 2 DAYS AND MAX. OF 5 DAYS NOTICE BEFORE YOU EXCAVATE. COVER SHEET Cl GENERAL NOTES C2 DEMOLITION PLAN C3 PHASING PLAN C4 SITE PLAN C5 GRADING &DRAINAGE PLAN C6 UTILITY PLAN C7 GENERAL DETAILS CS UTILITY DETAILS C9 C4 N. T. S. , ., E. r........A- CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LATEST EDITIONS OF FLORIDA DEPARTMENT OF TRANSPORTATION, ROADWAY AND TRAFFIC DESIGN STANDARDS AND CITY OF CLEARWATER CONSTRUCTION STANDARDS. NOT FOR CONSTRUCTION r_ W_ z J 06 Ill 0 z 0 07 CLEARING AND SITE PREPARATION NOTES 1. PRIOR TO ANY SITE CLEARING, ALL TREES SHOWN TO REMAIN ON THE CONSTRUCTION PLANS SHALL BE PROTECTED IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY'S TREE ORDINANCE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN THESE TREES IN GOOD CONDITION. NO TREES SHOWN TO REMAIN SHALL BE REMOVED WITHOUT WRITTEN APPROVAL FROM THE OWNER. ONLY "GRADING BY HAND" IS PERMITTED WITHIN THE CANOPY LINE OF TREES THAT ARE TO REMAIN. 2. THE CONTRACTOR IS TO PREPARE THE SITE PRIOR TO BEGINNING ACTUAL CONSTRUCTION IN ACCORDANCE WITH THE SOILS TESTING REPORT. COPIES OF THE SOILS REPORT ARE AVAILABLE THROUGH THE OWNER OR THE SOILS TESTING COMPANY. QUESTIONS REGARDING SITE PREPARATION REQUIREMENTS DESCRIBED IN THE SOILS REPORT ARE TO BE DIRECTED TO THE SOILS TESTING COMPANY. 3. CONTRACTOR SHALL CLEAR AND GRUB ONLY THOSE PORTIONS OF THE SITE NECESSARY FOR CONSTRUCTION. DISTURBED AREAS WILL BE SEEDED, MULCHED, OR PLANTED WITH OTHER APPROVED LANDSCAPE MATERIAL IMMEDIATELY FOLLOWING CONSTRUCTION. 4. THE TOP 4" TO 6" OF GROUND REMOVED DURING CLEARING AND GRUBBING SHALL BE STOCKPILED AT A SITE DESIGNATED BY THE OWNER TO BE USED FOR LANDSCAPING PURPOSES, UNLESS OTHERWISE DIRECTED BY THE OWNER. 5. ALL CONSTRUCTION DEBRIS AND OTHER WASTE MATERIAL SHALL BE DISPOSED OF OFF - SITE IN ACCORDANCE WITH APPLICABLE REGULATIONS. 6. CONTRACTOR TO OBTAIN ALL NECESSARY PERMITS AND APPROVALS w PRIOR TO REMOVING ANY EXISTING STRUCTURES. 7. IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL UTILITY COMPANIES TO DISCONNECT OR REMOVE THEIR FACILITIES PRIOR TO REMOVING OR DEMOLISHING ANY EXISTING STRUCTURES FROM THE SITE. 8, THE LOCATION OF ALL EXISTING UTILITIES SHOWN ON THE PLANS HAVE BEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR /SUBCONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR ACCURACY PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITY. IT SHALL BE THE CONTRACTOR'S /SUBCONTRACTOR'S RESPONSIBILITY TO NOTIFY THE VARIOUS UTILITIES AND TO MAKE THE NECESSARY ARRANGEMENTS FOR ANY RELOCATIONS OF THESE EXERCISE CAUTION UTILITIES. THE CONTRACTOR /SUBCONTRACTOR SHALL WHEN CROSSING ANY UNDERGROUND UTILITY, WHETHER SHOWN ON THE PLANS OR LOCATED BY THE UTILITY COMPANY. ALL UTILITIES WHICH INTERFACE WITH THE PROPOSED CONSTRUCTION SHALL BE RELOCATED BY THE AND THE CONTRACTOR /SUBCONTRACTOR AND SHALL COOPERATE WITH THE UTILITY COMPANIES DURING RELOCATION OPERATIONS. ANY DELAY OR INCONVENIENCE CAUSED TO THE CONTRACTOR /SUBCONTRACTOR BY THE VARIOUS UTILITIES SHALL BE INCIDENTAL TO THE CONTRACT AND NO EXTRA COMPENSATION WILL BE ALLOWED. PAVING AND GRADING NOTES 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXCAVATIONS AGAINST COLLAPSE AND WILL PROVIDE BRACING SHEETING OR SHORING AS NECESSARY. TRENCHES SHALL BE KEPT DRY WHILE PIPE AND APPURTENANCES ARE BEING PLACED. DEWATERING SHALL BE USED AS REQUIRED. 2. CONTRACTOR IS RESPONSIBLE FOR OBTAINING THE NECESSARY DEWATERING PERMITS FROM THE LOCAL WATER MANAGEMENT DISTRICT OR OTHER REGULATORY AGENCY. 3. PROPOSED SPOT ELEVATIONS REPRESENT FINISHED PAVEMENT OR GROUND SURFACE GRADE UNLESS OTHERWISE NOTED ON DRAWINGS. 4. IT MAY BE NECESSARY TO FIELD ADJUST PAVEMENT ELEVATIONS TO PRESERVE THE ROOT SYSTEMS OF TREES SHOWN TO BE SAVED. CONTRACTOR TO COORDINATE WITH OWNER'S ENGINEER PRIOR TO ANY ELEVATION CHANGES. 5. CONTRACTOR TO PROVIDE A 1/2" BITUMINOUS EXPANSION JOINT MATERIAL WITH SEALER AT ABUTMENT OF CONCRETE AND ANY STRUCTURE. 6. ALL PAVEMENT MARKINGS SHALL CONFORM TO FDOT STANDARD INDEX NO. 17346, SHEETS 1 -7. 7. CONTRACTOR SHALL TRIM, TACK, AND MATCH EXISTING PAVEMENT AT LOCATIONS WHERE NEW PAVEMENT MEETS EXISTING PAVEMENT. 8. CONTRACTOR IS TO PROVIDE EROSION CONTROL /SEDIMENTATION BARRIER (HAY BALES OR SILTATION CURTAIN) TO PREVENT SILTATION OF ADJACENT PROPERTY, STREETS, AND STORM SEWERS. IN ADDITION, CONTRACTOR SHALL PLACE STRAW, MULCH, OR OTHER SUITABLE MATERIAL ON GROUND IN AREAS WHERE CONSTRUCTION RELATED TRAFFIC IS TO ENTER AND EXIT THE SITE. IF, IN THE OPINION OF THE ENGINEER AND/OR LOCAL AUTHORITIES, EXCESSIVE QUANTITIES OF EARTH ARE TRANSPORTED OFF -SITE EITHER BY NATURAL DRAINAGE OR BY VEHICULAR TRAFFIC, THE CONTRACTOR IS TO REMOVE SAID EARTH TO THE SATISFACTION OF THE ENGINEER AND /OR AUTHORITIES. 9. IF WIND EROSION BECOMES SIGNIFICANT DURING CONSTRUCTION, THE CONTRACTOR SHALL STABILIZE THE AFFECTED AREA USING SPRINKLING, IRRIGATION, OR OTHER ACCEPTABLE METHODS. 10. THERE IS TO BE NO DISCHARGE (I.E. PUMPING, SHEET FLOW, SWALE, DITCH, ETC.) INTO EXISTING DITCHES OR CANALS WITHOUT THE USE OF SETTLING PONDS. IF THE CONTRACTOR DESIRES TO DISCHARGE INTO THE EXISTING DITCHES OR CANALS A SETTLING POND PLAN PREPARED BY THE CONTRACTOR MUST BE SUBMITTED TO AND APPROVED BY THE ENGINEER OF RECORD AND LOCAL REGULATORY AGENCY PRIOR TO CONSTRUCTION. WATER SYSTEM NOTES 1, A VERTICAL CLEARANCE OF 18 INCHES SHALL BE MAINTAINED BETWEEN SANITARY SEWERS AND WATER MAINS. IF CLEARANCE CANNOT BE ACHIEVED BY ADJUSTING WATER MAINS THE SANITARY SEWER SHALL BE CONSTRUCTED OF DUCTILE IRON CLASS 54 A MINIMUM OF 10 FEET ON BOTH SIDES OF THE CONFLICT POINT. AS AN ALTERNATIVE THE SANITARY SEWER MAY BE PLACED IN A SLEEVE OR ENCASED IN CONCRETE FOR THE REQUIRED 10 FEET ON EACH SIDE OF THE CONFLICT POINT. 2. A HORIZONTAL SEPARATION OF 10 FEET SHALL BE MAINTAINED BETWEEN WATER MAINS AND SANITARY SEWER. 3. ALL WATER MAINS SHALL HAVE A MINIMUM OF 30 INCHES AND A MAXIMUM OF 42" BELOW FINISHED GRADE. 4. ALL WATER SYSTEM WORK SHALL CONFORM WITH LOCAL REGULATORY STANDARDS AND SPECIFICATIONS. 5. CONFLICTS BETWEEN WATER AND STORM OR SANITARY SEWER TO BE RESOLVED BY ADJUSTING THE WATER LINES AS NECESSARY. 6. CONTRACTOR TO INSTALL TEMPORARY BLOW -OFFS AT THE END OF WATER SERVICE LATERALS TO ASSURE ADEQUATE FLUSHING AND DISINFECTION. 7. RESTRAINING JOINTS SHALL BE PROVIDED AT ALL FITTINGS AND HYDRANTS AS SHOWN ON DETAILS. 8. MATERIALS AND CONSTRUCTION METHODS FOR WATER DISTRIBUTION SYSTEM SHALL BE IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY CODES, PLANS, AND SPECIFICATIONS FOR CONSTRUCTION, LATEST REVISION THEREOF AND SUPPLEMENTAL SPECIFICATIONS THERETO. APPROVAL AND CONSTRUCTION OF ALL POTABLE WATER SERVICE MAIN EXTENSIONS AND CONNECTIONS MUST BE COORDINATED THROUGH THE LOCAL REGULATORY AGENCY DEPARTMENT OF PUBLIC UTILITIES. 9. ALL UNDERGROUND PVC SHALL BE DR14 (C -900). WATER SYSTEM TESTING AND INSPECTION REQUIREMENT NOTES 1. ALL COMPONENTS OF THE WATER SYSTEM, INCLUDING FITTINGS, THRUST BLOCKING, HYDRANTS, CONNECTIONS, AND VALVES SHALL REMAIN UNCOVERED UNTIL PROPERLY PRESSURE TESTED AND ACCEPTED BY THE OWNER'S ENGINEER. PRESSURE TESTS TO BE IN ACCORDANCE WITH WATER DEPARTMENT SPECIFICATIONS. CONTRACTOR TO NOTIFY OWNER'S ENGINEER AND COUNTY INSPECTORS 48 HOURS IN ADVANCE OF PERFORMING TESTS. 2. CONTRACTOR TO PERFORM CHLORINATION AND BACTERIOLOGICAL SAMPLING AND OBTAIN CLEARANCE OF DOMESTIC WATER SYSTEM. COPIES OF ALL BACTERIOLOGICAL TESTS TO BE SUBMITTED TO OWNER'S ENGINEER. SANITARY SEWER NOTES 1. A HORIZONTAL SEPARATION OF 10 FEET SHALL BE MAINTAINED BETWEEN WATER MAINS AND SANITARY SEWER. 2. ALL SANITARY SEWER WORK SHALL CONFORM WITH LOCAL REGULATORY STANDARDS AND SPECIFICATIONS. 3. S4NITARY SEWER MAINS AND LATERALS SHALL HAVE A MINIMUM COVER OF THREE (3) FEET AND SHALL BE INSTALLED ACCOMPANIED BY A METAL TAPE SIMILAR TO "TERRATAPE" COLORED GREEN AND LAID ONE FOOT ABOVE THE PIPE. SANITARY SEWER TESTING AND INSPECTION REQUIREMENT NOTES 1. ALL GRAVITY SEWER PIPING SHALL BE SUBJECT TO A VISUAL INSPECTION BY THE OWNER'S ENGINEER. CONTRACTOR TO NOTIFY THE ENGINEER 48 HOURS IN ADVANCE TO SCHEDULE INSPECTION. DRAINAGE SYSTEM CONSTRUCTION NOTES 1. STANDARD INDEXES REFER TO THE LATEST EDITION OF FDOT "ROADWAY AND TRAFFIC DESIGN STANDARDS ". 2. ALL STORM SEWER PIPE SHALL BE REINFORCED CONCRETE CLASS 111 (ASTM C -76) WITH RUBBER GASKET JOINTS UNLESS OTHERWISE NOTED ON PLANS. ALL DRAINAGE STRUCTURES SHALL BE IN ACCORDANCE WITH FDOT ROADWAY AND TRAFFIC DESIGN STANDARDS UNLESS OTHERWISE NOTED ON PLANS. 3. PIPE LENGTHS SHOWN ARE APPROXIMATE AND TO THE CENTER OF DRAINAGE STRUCTURES WITH THE EXCEPTION OF MITERED END AND FLARED END SECTIONS WHICH ARE INCLUDED IN LENGTHS. 4. ALL DRAINAGE STRUCTURE GRATES AND COVERS WITHIN TRAFFIC AREAS SHALL BE TRAFFIC RATED FOR H -20 LOADINGS. 5. CONTRACTOR TO SOD THE DETENTION POND AS INDICATED ON PLANS WITHIN ONE WEEK FOLLOWING CONSTRUCTION OF THE POND. 6. ALL STORM DRAINAGE STRUCTURES DEEPER THAN TEN (10) FEET TO HAVE LADDER BARS. 7. CONTRACTOR IS RESPONSIBLE FOR OBTAINING THE NECESSARY DEWATERING PERMITS FROM THE LOCAL WATER MANAGEMENT DISTRICT OR OTHER REGULATORY AGENCY. 8. PROTECTION OF EXISTING STORM SEWERS SYSTEMS: DURING CONSTRUCTION, ALL STORM SEWER INLETS IN THE VICINITY OF THE PROJECT SHALL BE PROTECTED BY SEDIMENT TRAPS SUCH AS SECURED HAY BALES, SOD, STONE, ETC., WHICH SHALL BE MAINTAINED AND MODIFIED AS REQUIRED BY CONSTRUCTION PROGRESS. 9. MATERIALS AND CONSTRUCTION METHODS FOR STREETS AND STORM DRAINAGE CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY AND THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, 1996, OR LATEST REVISION THEREOF AND SUPPLEMENTAL SPECIFICATIONS THERETO. 10. CLASS "B" TYPE I BEDDING SHALL BE USED UNLESS INDICATED OTHERWISE ON THE DRAWINGS, OR BY THE ENGINEER. 11. ALL ROUND REINFORCED CONCRETE PIPE JOINTS UNDER PAVEMENT, DRIVEWAYS, AND SIDEWALKS WITHIN PUBLIC RIGHT -OF -WAY, AND ANY OUTFALL SYSTEM SHALL BE WRAPPED WITH MIRAFI 14 ON FILTER FABRIC OR EQUAL FABRIC TO BE A MIN. OF 30" IN WIDTH AND CENTERED ON PIPE. TESTING AND INSPECTION REQUIREMENTS 1. THE STORM DRAINAGE PIPING SYSTEM SHALL BE SUBJECT TO A VISUAL INSPECTION BY THE OWNER'S ENGINEER PRIOR TO THE PLACEMENT OF BACKFILL. CONTRACTOR TO NOTIFY THE ENGINEER 48 HOURS IN ADVANCE TO SCHEDULE INSPECTION. 2. THE CONTRACTOR SHALL MAINTAIN THE STORM DRAINAGE SYSTEMS UNTIL FINAL ACCEPTANCE OF THE PROJECT. THE STORM SYSTEM WILL BE INSPECTED BY THE OWNER'S ENGINEER PRIOR TO APPROVAL FOR CERTIFICATE OF OCCUPANCY PURPOSES. SAFETY NOTES 1. DURING THE CONSTRUCTION AND /OR MAINTENANCE OF THIS PROJECT, ALL SAFETY REGULATIONS ARE TO BE ENFORCED. THE CONTRACTOR OR HIS REPRESENTATIVE SHALL BE RESPONSIBLE FOP, THE - ONTROL AND SAFETY OF THE TRAVELING PUBLIC AND THE SAFETY OF HIS PERSONNEL. LABOR SAFETY REGULATIONS SHALL CONFORM TO THE PROVISIONS SET FORTH BY OSHA IN THE FEDERAL REGISTER OF THE DEPARTMENT OF TRANSPORTATION. 2. THE MINIMUM STANDARDS AS SET FORTH IN THE CURRENT EDITION OF THE STATE OF FLORIDA, MANUAL -'.1N TRAFFIC CONTROL AND SAFE PRACTICES FOR STREET AND HIGHWAY CONSTRUCTION,,_MAiNTENANCE AND UTILITY OPERATIONS SHALL BE FOLLOWED IN THE DESIGN APPLICATION, INSTALLATION, MAINTENANCE, AND REMOVAL OF ALL TRAFFIC CONTROL DEVICES, WARNING DEVICES, AND BARRIERS NECESSARY TO PROTECT THE PUBLIC AND WORKMEN FROM HAZARDS WITHIN THE PROJECT LIMITS. 3. ALL TRAFFIC CONTROL MARKINGS AND DEVICES SHALL CONFORM TO THE PROVISIONS SET FORTH IN THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES PREPARED BY THE U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION. 4. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO COMPLY AND ENFORCE ALL APPLICABLE SAFETY REGULATIONS. THE ABOVE INFORMATION HAS BEEN PROVIDED FOR THE CONTRACTOR'S INFORMATION ONLY AND DOES NOT IMPLY THAT THE OWNER OR ENGINEER WILL INSPECT AND /OR ENFORCE SAFETY REGULATIONS. PLANS SHALL SUPERCEDE SPEC BOOKS IF A DISCREPANCY OCCURS CHECK PLANS AND CONTACT ENGINEER IN WRITING �`wmvl 101101101 1151- PLANNING KEITH l l � �, ASSOCIATES, . • 701 ENTERPRISE ROAD E, STE t HARBOR, SAFETY FL 34695 WW.KEITHZAYAC.CO GENERAL CONSTRUCTION NOTES 1. ALL ELEVATIONS REFER TO THE NAVD (1988). 06.28.07 2. LOCATIONS, ELEVATIONS, AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES, AND CHECKED BY: OTHER FEATURES ARE SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THESE PLANS. THE CONTRACTOR SHALL VERIFY THE LOCATIONS, RJM ELEVATIONS, AND DIMENSIONS OF ALL EXISTING UTILITIES, STRUCTURES AND OTHER SHEET NO. FEATURES AFFECTING THIS WORK PRIOR TO CONSTRUCTION. 3. THE CONTRACTOR SHALL CHECK PLANS FOR CONFLICTS AND DISCREPANCIES PRIOR TO 0 F CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE OWNER'S ENGINEER OF ANY CONFLICT BEFORE PERFORMING ANY WORK IN THE AFFECTED AREA. 4. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN AREAS OF BURIED UTILITIES AND SHALL PROVIDE AT LEAST 48 HOURS NOTICE TO THE VARIOUS UTILITY COMPANIES IN ORDER TO PERMIT MARKING THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES IN ADVANCE OF CONSTRUCTION, BY CALLING FLORIDA SUNSHINE STATE ONE CALL CENTER OF FLORIDA, INC. AT 1- 800 - 432 -4770. 5. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE TO EXISTING FACILITIES, ABOVE OR BELOW GROUND, THAT MAY OCCUR AS A RESULT OF THE WORK PERFORMED 4 BY THE CONTRACTOR. 6. ALL UNDERGROUND UTILITIES MUST BE IN PLACE AND TESTED OR INSPECTED PRIOR TO ROADWAY BASE AND SURFACE CONSTRUCTION. PH 7. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BECOME FAMILIAR WITH THE PERMIT AND INSPECTION REQUIREMENTS OF THE VARIOUS GOVERNMENTAL AGENCIES. THE C) CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION, AND SCHEDULE INSPECTIONS ACCORDING TO AGENCY INSTRUCTION. u 8. ALL SPECIFICATIONS AND DOCUMENTS REFERRED TO SHALL BE OF LATEST REVISIONS AND /OR LATEST EDITION. 9. ALL WORK PERFORMED SHALL COMPLY WITH THE REGULATIONS AND ORDINANCES OF THE VARIOUS GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER THE WORK. 10. CONTRACTOR SHALL SUBMIT FOR APPROVAL TO THE OWNER'S ENGINEER SHOP U DRAWINGS ON ALL PRECAST AND MANUFACTURED ITEMS. FAILURE TO OBTAIN APPROVAL BEFORE INSTALLATION MAY RESULT IN REMOVAL AND REPLACEMENT AT CONTRACTOR'S EXPENSE. 11. AT LEAST 3 WORKING DAYS PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND APPROPRIATE AGENCIES AND SUPPLY THEM WITH ALL APPROVED SHOP DRAWINGS, THE CONTRACTOR'S NAME, STARTING DATE, PROJECTED SCHEDULE, AND OTHER INFORMATION AS REQUIRED. ANY WORK PERFORMED PRIOR TO NOTIFYING THE ENGINEER OR WITHOUT AGENCY INSPECTOR PRESENT MAY BE SUBJECT TO REMOVAL AND REPLACEMENT AT THE CONTRACTOR'S EXPENSE. 12. WORK PERFORMED UNDER THIS CONTRACT SHALL INTERFACE SMOOTHLY WITH OTHER WORK BEING PERFORMED ON SITE BY OTHER CONTRACTORS AND UTILITY COMPANIES. IT WILL BE NECESSARY FOR THE CONTRACTOR TO COORDINATE AND SCHEDULE HIS ACTIVITIES, WHERE NECESSARY WITH OTHER CONTRACTOR AND UTILITY COMPANIES. 13. ALL DISTURBED AREAS WITHIN PUBLIC RIGHT -OF -WAY ARE TO BE RESTORED TO ORIGINAL CONDITION OR BETTER. 14. REPAIR AND REPLACEMENT OF ALL PRIVATE AND PUBLIC PROPERTY AFFECTED BY THIS WORK SHALL BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN EXISTING CONDITIONS BEFORE COMMENCING CONSTRUCTION WORK UNLESS SPECIFICALLY EXEMPTED BY THE PLANS. ADDITIONAL COSTS ARE INCIDENTAL TO OTHER CONSTRUCTION AND NO EXTRA COMPENSATION IS TO BE ALLOWED. 15. ALL DISTURBED AREAS WHICH ARE NOT TO BE SODDED ARE TO BE SEEDED AND MULCHED TO FDOT STANDARDS AND MAINTAINED UNTIL A SATISFACTORY STAND OF GRASS ACCEPTABLE TO THE REGULATORY AGENCY AND ENGINEER OF RECORD HAVE BEEN OBTAINED. ANY WASHOUTS, REGRADING, RESEEDING, AND GRASSING WORK, AND OTHER EROSION WORK REQUIRED, WILL BE PERFORMED BY THE CONTRACTOR /SUBCONTRACTOR UNTIL THE SYSTEM IS ACCEPTED FOR MAINTENANCE BY THE REGULATORY AGENCY AND ENGINEER OF RECORD. 16. CHAPTER 77 -153 OF THE FLORIDA STATUTES REQUIRES THAT AN EXCAVATOR NOTIFY ALL GAS UTILITIES A MINIMUM OF TWO WORKING DAYS PRIOR TO EXCAVATING. MAPS SHOW ONLY THE APPROXIMATE LOCATION OF GAS MAINS AND DO NOT SHOW SERVICE LINES. THE ONLY SAFE AND PROPER WAY TO LOCATE EITHER MAINS OR SERVICE LINES IS BY AN ON- SITE INSPECTION BY THE RESPECTIVE GAS PERSONNEL. THEREFORE, EXCAVATORS ARE INSTRUCTED TO TELEPHONE THE RESPECTIVE GAS COMPANY TWO WORKING DAYS BEFORE ENTERING A CONSTRUCTION AREA, 17. RECORD DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECORDING INFORMATION ON A SET OF THE APPROVED PLANS CONCURRENTLY WITH CONSTRUCTION PROGRESS. WITHIN TWO (2) WEEKS FOLLOWING FINAL INSPECTION THE CONTRACTOR SHALL SUBMIT ONE (1) SET OF RECORD DRAWINGS TO THE ENGINEER. THE FINAL RECORD DRAWINGS SHALL COMPLY WITH THE FOLLOWING REQUIREMENTS: 1. DRAWINGS TO BE LEGIBLY MARKED TO RECORD ACTUAL CONSTRUCTION. 2. DRAWINGS SHALL SHOW ACTUAL LOCATION OF ALL WATER AND WASTEWATER PIPING AND RELATED APPURTENANCES, BOTH ABOVE AND BELOW GROUND. ALL CHANGES TO PIPING LOCATION INCLUDING HORIZONTAL & VERTICAL LOCATIONS OF UTILITIES & APPURTENANCES SHALL BE CLEARLY SHOWN AND REFERENCED TO PERMANENT SURFACE IMPROVEMENTS. DRAWINGS SHALL ALSO SHOW ACTUAL INSTALLED PIPE MATERIAL, CLASS, ETC. 3. DRAWINGS SHALL CLEARLY SHOW ALL FIELD CHANGES OF DIMENSION AND DETAIL INCLUDING CHANGES MADE BY FIELD ORDER OR BY CHANGE ORDER. 4. DRAWINGS SHALL CLEARLY SHOW ALL DETAILS NOT ON ORIGINAL CONTRACT DRAWINGS BUT CONSTRUCTED IN THE FIELD. ALL EQUIPMENT AND PIPING RELOCATION SHALL BE CLEARLY SHOWN. 5. LOCATIONS OF ALL MANHOLES, HYDRANTS, VALVES, & VALVE BOXES SHALL BE SHOWN. ALL VALVES SHALL BE REFERENCED FROM AT LEAST TWO (2) AND PREFERABLY THREE (3) PERMANENT POINTS. E CL to i 0 N PAVING & GRADING TESTING AND INSPECTION REQUIREMENTS o, 1. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING APPLICABLE TESTING WITH THE SOILS ENGINEER. 2. SOILS ENGINEER TO SUPPLY THE ENGINEER WITH A PHOTOCOPY OF ALL COMPACTION TESTS AND ASPHALT RESULTS. THE SOILS ENGINEER IS TO CERTIFY TO THE ENGINEER Q, OF RECORD IN WRITING THAT ALL TESTING REQUIREMENTS REQUIRED BY THE LOCAL REGULATORY AGENCY AND THE FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT) FOR C) THE IMPROVEMENTS AS REQUIRED BY THE CONSTRUCTION DRAWINGS HAVE BEEN SATISFIED. N 3. CONTRACTOR TO REVIEW SOIL REPORTS AND BORINGS PRIOR TO BIDDING THE PROJECT o s AND COMMENCING CONSTRUCTION. Lo 2 0 Q v m 0 c 0 o 0 o E E z° v z CLEARING AND SITE PREPARATION NOTES 1. PRIOR TO ANY SITE CLEARING, ALL TREES SHOWN TO REMAIN ON THE CONSTRUCTION PLANS SHALL BE PROTECTED IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY'S TREE ORDINANCE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN THESE TREES IN GOOD CONDITION. NO TREES SHOWN TO REMAIN SHALL BE REMOVED WITHOUT WRITTEN APPROVAL FROM THE OWNER. ONLY "GRADING BY HAND" IS PERMITTED WITHIN THE CANOPY LINE OF TREES THAT ARE TO REMAIN. 2. THE CONTRACTOR IS TO PREPARE THE SITE PRIOR TO BEGINNING ACTUAL CONSTRUCTION IN ACCORDANCE WITH THE SOILS TESTING REPORT. COPIES OF THE SOILS REPORT ARE AVAILABLE THROUGH THE OWNER OR THE SOILS TESTING COMPANY. QUESTIONS REGARDING SITE PREPARATION REQUIREMENTS DESCRIBED IN THE SOILS REPORT ARE TO BE DIRECTED TO THE SOILS TESTING COMPANY. 3. CONTRACTOR SHALL CLEAR AND GRUB ONLY THOSE PORTIONS OF THE SITE NECESSARY FOR CONSTRUCTION. DISTURBED AREAS WILL BE SEEDED, MULCHED, OR PLANTED WITH OTHER APPROVED LANDSCAPE MATERIAL IMMEDIATELY FOLLOWING CONSTRUCTION. 4. THE TOP 4" TO 6" OF GROUND REMOVED DURING CLEARING AND GRUBBING SHALL BE STOCKPILED AT A SITE DESIGNATED BY THE OWNER TO BE USED FOR LANDSCAPING PURPOSES, UNLESS OTHERWISE DIRECTED BY THE OWNER. 5. ALL CONSTRUCTION DEBRIS AND OTHER WASTE MATERIAL SHALL BE DISPOSED OF OFF - SITE IN ACCORDANCE WITH APPLICABLE REGULATIONS. 6. CONTRACTOR TO OBTAIN ALL NECESSARY PERMITS AND APPROVALS w PRIOR TO REMOVING ANY EXISTING STRUCTURES. 7. IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL UTILITY COMPANIES TO DISCONNECT OR REMOVE THEIR FACILITIES PRIOR TO REMOVING OR DEMOLISHING ANY EXISTING STRUCTURES FROM THE SITE. 8, THE LOCATION OF ALL EXISTING UTILITIES SHOWN ON THE PLANS HAVE BEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR /SUBCONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR ACCURACY PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITY. IT SHALL BE THE CONTRACTOR'S /SUBCONTRACTOR'S RESPONSIBILITY TO NOTIFY THE VARIOUS UTILITIES AND TO MAKE THE NECESSARY ARRANGEMENTS FOR ANY RELOCATIONS OF THESE EXERCISE CAUTION UTILITIES. THE CONTRACTOR /SUBCONTRACTOR SHALL WHEN CROSSING ANY UNDERGROUND UTILITY, WHETHER SHOWN ON THE PLANS OR LOCATED BY THE UTILITY COMPANY. ALL UTILITIES WHICH INTERFACE WITH THE PROPOSED CONSTRUCTION SHALL BE RELOCATED BY THE AND THE CONTRACTOR /SUBCONTRACTOR AND SHALL COOPERATE WITH THE UTILITY COMPANIES DURING RELOCATION OPERATIONS. ANY DELAY OR INCONVENIENCE CAUSED TO THE CONTRACTOR /SUBCONTRACTOR BY THE VARIOUS UTILITIES SHALL BE INCIDENTAL TO THE CONTRACT AND NO EXTRA COMPENSATION WILL BE ALLOWED. PAVING AND GRADING NOTES 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXCAVATIONS AGAINST COLLAPSE AND WILL PROVIDE BRACING SHEETING OR SHORING AS NECESSARY. TRENCHES SHALL BE KEPT DRY WHILE PIPE AND APPURTENANCES ARE BEING PLACED. DEWATERING SHALL BE USED AS REQUIRED. 2. CONTRACTOR IS RESPONSIBLE FOR OBTAINING THE NECESSARY DEWATERING PERMITS FROM THE LOCAL WATER MANAGEMENT DISTRICT OR OTHER REGULATORY AGENCY. 3. PROPOSED SPOT ELEVATIONS REPRESENT FINISHED PAVEMENT OR GROUND SURFACE GRADE UNLESS OTHERWISE NOTED ON DRAWINGS. 4. IT MAY BE NECESSARY TO FIELD ADJUST PAVEMENT ELEVATIONS TO PRESERVE THE ROOT SYSTEMS OF TREES SHOWN TO BE SAVED. CONTRACTOR TO COORDINATE WITH OWNER'S ENGINEER PRIOR TO ANY ELEVATION CHANGES. 5. CONTRACTOR TO PROVIDE A 1/2" BITUMINOUS EXPANSION JOINT MATERIAL WITH SEALER AT ABUTMENT OF CONCRETE AND ANY STRUCTURE. 6. ALL PAVEMENT MARKINGS SHALL CONFORM TO FDOT STANDARD INDEX NO. 17346, SHEETS 1 -7. 7. CONTRACTOR SHALL TRIM, TACK, AND MATCH EXISTING PAVEMENT AT LOCATIONS WHERE NEW PAVEMENT MEETS EXISTING PAVEMENT. 8. CONTRACTOR IS TO PROVIDE EROSION CONTROL /SEDIMENTATION BARRIER (HAY BALES OR SILTATION CURTAIN) TO PREVENT SILTATION OF ADJACENT PROPERTY, STREETS, AND STORM SEWERS. IN ADDITION, CONTRACTOR SHALL PLACE STRAW, MULCH, OR OTHER SUITABLE MATERIAL ON GROUND IN AREAS WHERE CONSTRUCTION RELATED TRAFFIC IS TO ENTER AND EXIT THE SITE. IF, IN THE OPINION OF THE ENGINEER AND/OR LOCAL AUTHORITIES, EXCESSIVE QUANTITIES OF EARTH ARE TRANSPORTED OFF -SITE EITHER BY NATURAL DRAINAGE OR BY VEHICULAR TRAFFIC, THE CONTRACTOR IS TO REMOVE SAID EARTH TO THE SATISFACTION OF THE ENGINEER AND /OR AUTHORITIES. 9. IF WIND EROSION BECOMES SIGNIFICANT DURING CONSTRUCTION, THE CONTRACTOR SHALL STABILIZE THE AFFECTED AREA USING SPRINKLING, IRRIGATION, OR OTHER ACCEPTABLE METHODS. 10. THERE IS TO BE NO DISCHARGE (I.E. PUMPING, SHEET FLOW, SWALE, DITCH, ETC.) INTO EXISTING DITCHES OR CANALS WITHOUT THE USE OF SETTLING PONDS. IF THE CONTRACTOR DESIRES TO DISCHARGE INTO THE EXISTING DITCHES OR CANALS A SETTLING POND PLAN PREPARED BY THE CONTRACTOR MUST BE SUBMITTED TO AND APPROVED BY THE ENGINEER OF RECORD AND LOCAL REGULATORY AGENCY PRIOR TO CONSTRUCTION. WATER SYSTEM NOTES 1, A VERTICAL CLEARANCE OF 18 INCHES SHALL BE MAINTAINED BETWEEN SANITARY SEWERS AND WATER MAINS. IF CLEARANCE CANNOT BE ACHIEVED BY ADJUSTING WATER MAINS THE SANITARY SEWER SHALL BE CONSTRUCTED OF DUCTILE IRON CLASS 54 A MINIMUM OF 10 FEET ON BOTH SIDES OF THE CONFLICT POINT. AS AN ALTERNATIVE THE SANITARY SEWER MAY BE PLACED IN A SLEEVE OR ENCASED IN CONCRETE FOR THE REQUIRED 10 FEET ON EACH SIDE OF THE CONFLICT POINT. 2. A HORIZONTAL SEPARATION OF 10 FEET SHALL BE MAINTAINED BETWEEN WATER MAINS AND SANITARY SEWER. 3. ALL WATER MAINS SHALL HAVE A MINIMUM OF 30 INCHES AND A MAXIMUM OF 42" BELOW FINISHED GRADE. 4. ALL WATER SYSTEM WORK SHALL CONFORM WITH LOCAL REGULATORY STANDARDS AND SPECIFICATIONS. 5. CONFLICTS BETWEEN WATER AND STORM OR SANITARY SEWER TO BE RESOLVED BY ADJUSTING THE WATER LINES AS NECESSARY. 6. CONTRACTOR TO INSTALL TEMPORARY BLOW -OFFS AT THE END OF WATER SERVICE LATERALS TO ASSURE ADEQUATE FLUSHING AND DISINFECTION. 7. RESTRAINING JOINTS SHALL BE PROVIDED AT ALL FITTINGS AND HYDRANTS AS SHOWN ON DETAILS. 8. MATERIALS AND CONSTRUCTION METHODS FOR WATER DISTRIBUTION SYSTEM SHALL BE IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY CODES, PLANS, AND SPECIFICATIONS FOR CONSTRUCTION, LATEST REVISION THEREOF AND SUPPLEMENTAL SPECIFICATIONS THERETO. APPROVAL AND CONSTRUCTION OF ALL POTABLE WATER SERVICE MAIN EXTENSIONS AND CONNECTIONS MUST BE COORDINATED THROUGH THE LOCAL REGULATORY AGENCY DEPARTMENT OF PUBLIC UTILITIES. 9. ALL UNDERGROUND PVC SHALL BE DR14 (C -900). WATER SYSTEM TESTING AND INSPECTION REQUIREMENT NOTES 1. ALL COMPONENTS OF THE WATER SYSTEM, INCLUDING FITTINGS, THRUST BLOCKING, HYDRANTS, CONNECTIONS, AND VALVES SHALL REMAIN UNCOVERED UNTIL PROPERLY PRESSURE TESTED AND ACCEPTED BY THE OWNER'S ENGINEER. PRESSURE TESTS TO BE IN ACCORDANCE WITH WATER DEPARTMENT SPECIFICATIONS. CONTRACTOR TO NOTIFY OWNER'S ENGINEER AND COUNTY INSPECTORS 48 HOURS IN ADVANCE OF PERFORMING TESTS. 2. CONTRACTOR TO PERFORM CHLORINATION AND BACTERIOLOGICAL SAMPLING AND OBTAIN CLEARANCE OF DOMESTIC WATER SYSTEM. COPIES OF ALL BACTERIOLOGICAL TESTS TO BE SUBMITTED TO OWNER'S ENGINEER. SANITARY SEWER NOTES 1. A HORIZONTAL SEPARATION OF 10 FEET SHALL BE MAINTAINED BETWEEN WATER MAINS AND SANITARY SEWER. 2. ALL SANITARY SEWER WORK SHALL CONFORM WITH LOCAL REGULATORY STANDARDS AND SPECIFICATIONS. 3. S4NITARY SEWER MAINS AND LATERALS SHALL HAVE A MINIMUM COVER OF THREE (3) FEET AND SHALL BE INSTALLED ACCOMPANIED BY A METAL TAPE SIMILAR TO "TERRATAPE" COLORED GREEN AND LAID ONE FOOT ABOVE THE PIPE. SANITARY SEWER TESTING AND INSPECTION REQUIREMENT NOTES 1. ALL GRAVITY SEWER PIPING SHALL BE SUBJECT TO A VISUAL INSPECTION BY THE OWNER'S ENGINEER. CONTRACTOR TO NOTIFY THE ENGINEER 48 HOURS IN ADVANCE TO SCHEDULE INSPECTION. DRAINAGE SYSTEM CONSTRUCTION NOTES 1. STANDARD INDEXES REFER TO THE LATEST EDITION OF FDOT "ROADWAY AND TRAFFIC DESIGN STANDARDS ". 2. ALL STORM SEWER PIPE SHALL BE REINFORCED CONCRETE CLASS 111 (ASTM C -76) WITH RUBBER GASKET JOINTS UNLESS OTHERWISE NOTED ON PLANS. ALL DRAINAGE STRUCTURES SHALL BE IN ACCORDANCE WITH FDOT ROADWAY AND TRAFFIC DESIGN STANDARDS UNLESS OTHERWISE NOTED ON PLANS. 3. PIPE LENGTHS SHOWN ARE APPROXIMATE AND TO THE CENTER OF DRAINAGE STRUCTURES WITH THE EXCEPTION OF MITERED END AND FLARED END SECTIONS WHICH ARE INCLUDED IN LENGTHS. 4. ALL DRAINAGE STRUCTURE GRATES AND COVERS WITHIN TRAFFIC AREAS SHALL BE TRAFFIC RATED FOR H -20 LOADINGS. 5. CONTRACTOR TO SOD THE DETENTION POND AS INDICATED ON PLANS WITHIN ONE WEEK FOLLOWING CONSTRUCTION OF THE POND. 6. ALL STORM DRAINAGE STRUCTURES DEEPER THAN TEN (10) FEET TO HAVE LADDER BARS. 7. CONTRACTOR IS RESPONSIBLE FOR OBTAINING THE NECESSARY DEWATERING PERMITS FROM THE LOCAL WATER MANAGEMENT DISTRICT OR OTHER REGULATORY AGENCY. 8. PROTECTION OF EXISTING STORM SEWERS SYSTEMS: DURING CONSTRUCTION, ALL STORM SEWER INLETS IN THE VICINITY OF THE PROJECT SHALL BE PROTECTED BY SEDIMENT TRAPS SUCH AS SECURED HAY BALES, SOD, STONE, ETC., WHICH SHALL BE MAINTAINED AND MODIFIED AS REQUIRED BY CONSTRUCTION PROGRESS. 9. MATERIALS AND CONSTRUCTION METHODS FOR STREETS AND STORM DRAINAGE CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY AND THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, 1996, OR LATEST REVISION THEREOF AND SUPPLEMENTAL SPECIFICATIONS THERETO. 10. CLASS "B" TYPE I BEDDING SHALL BE USED UNLESS INDICATED OTHERWISE ON THE DRAWINGS, OR BY THE ENGINEER. 11. ALL ROUND REINFORCED CONCRETE PIPE JOINTS UNDER PAVEMENT, DRIVEWAYS, AND SIDEWALKS WITHIN PUBLIC RIGHT -OF -WAY, AND ANY OUTFALL SYSTEM SHALL BE WRAPPED WITH MIRAFI 14 ON FILTER FABRIC OR EQUAL FABRIC TO BE A MIN. OF 30" IN WIDTH AND CENTERED ON PIPE. TESTING AND INSPECTION REQUIREMENTS 1. THE STORM DRAINAGE PIPING SYSTEM SHALL BE SUBJECT TO A VISUAL INSPECTION BY THE OWNER'S ENGINEER PRIOR TO THE PLACEMENT OF BACKFILL. CONTRACTOR TO NOTIFY THE ENGINEER 48 HOURS IN ADVANCE TO SCHEDULE INSPECTION. 2. THE CONTRACTOR SHALL MAINTAIN THE STORM DRAINAGE SYSTEMS UNTIL FINAL ACCEPTANCE OF THE PROJECT. THE STORM SYSTEM WILL BE INSPECTED BY THE OWNER'S ENGINEER PRIOR TO APPROVAL FOR CERTIFICATE OF OCCUPANCY PURPOSES. SAFETY NOTES 1. DURING THE CONSTRUCTION AND /OR MAINTENANCE OF THIS PROJECT, ALL SAFETY REGULATIONS ARE TO BE ENFORCED. THE CONTRACTOR OR HIS REPRESENTATIVE SHALL BE RESPONSIBLE FOP, THE - ONTROL AND SAFETY OF THE TRAVELING PUBLIC AND THE SAFETY OF HIS PERSONNEL. LABOR SAFETY REGULATIONS SHALL CONFORM TO THE PROVISIONS SET FORTH BY OSHA IN THE FEDERAL REGISTER OF THE DEPARTMENT OF TRANSPORTATION. 2. THE MINIMUM STANDARDS AS SET FORTH IN THE CURRENT EDITION OF THE STATE OF FLORIDA, MANUAL -'.1N TRAFFIC CONTROL AND SAFE PRACTICES FOR STREET AND HIGHWAY CONSTRUCTION,,_MAiNTENANCE AND UTILITY OPERATIONS SHALL BE FOLLOWED IN THE DESIGN APPLICATION, INSTALLATION, MAINTENANCE, AND REMOVAL OF ALL TRAFFIC CONTROL DEVICES, WARNING DEVICES, AND BARRIERS NECESSARY TO PROTECT THE PUBLIC AND WORKMEN FROM HAZARDS WITHIN THE PROJECT LIMITS. 3. ALL TRAFFIC CONTROL MARKINGS AND DEVICES SHALL CONFORM TO THE PROVISIONS SET FORTH IN THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES PREPARED BY THE U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION. 4. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO COMPLY AND ENFORCE ALL APPLICABLE SAFETY REGULATIONS. THE ABOVE INFORMATION HAS BEEN PROVIDED FOR THE CONTRACTOR'S INFORMATION ONLY AND DOES NOT IMPLY THAT THE OWNER OR ENGINEER WILL INSPECT AND /OR ENFORCE SAFETY REGULATIONS. PLANS SHALL SUPERCEDE SPEC BOOKS IF A DISCREPANCY OCCURS CHECK PLANS AND CONTACT ENGINEER IN WRITING �`wmvl 101101101 1151- PLANNING KEITH l l � �, ASSOCIATES, . • 701 ENTERPRISE ROAD E, STE t HARBOR, SAFETY FL 34695 WW.KEITHZAYAC.CO EB 9351 ^^ LC 2600212 ORGINAL DATE: 06.28.07 CHECKED BY: KEZ DRAWN BY: RJM SHEET NO. rr 110 0 F ff a 9"' 1 P4 4 PH C) P4 4 u 0 U 0 4 z U w a 'Y n a z� i i i f i • • • it • i ui 4 z w w U) r i • .r l • a u r r A f gw WCD WW Z0 W W 0.6 wo wZ �Z �co �w aW J m PROJECT M 511-04 ORGINAL DATE: 06.28.07 CHECKED BY: KEZ DRAWN BY: RJM SHEET NO. c Z 0 F ff a 9"' 1 2 SPACING OF POSTS FILTER FABRIC 9-10 EEU 612AR3: I­VIIIH 'NC�D FENCE (Typ) POOL DECK X 12' E--\ + CONCRETE RFTAIrLINC Z15 ____'_72 3 2.55 FXC 14" . . . . . . . . . . . CONCRETE RETAINING %VALL jp 1 #1 03 14- 11,71 +21,2 2z__,,G 4,72 R =3E5 12" IT 215 7 FOR ADDIT10NAL STRENGTH +c, 3- #1 20�' FILTER FABRIC MATERIAL CAN +1 G _0 I ZL\ 1 23,1 + 1 12' BE ATTACHED TO A 6-INCH (MAX) -f- ,t2' i4" {)R =1.5 011 + 10,5 2�' 23- M SCREEN WHICH HA$- 168 R=45 �111 'R=''4' 5 ; BACKFILLED TRENCH BEEN FASTENED TO THE POSTE,+ 14� #114 14' 217 #115 # 081 1 c;�K h= Z M, 7 4,,.5.x, R-9: 15" R 5 b75 f, Q / 4' 7, 72 0 E45 16 1 / G �A 0 X2 ':)`iFlLTER FABRIC 0 4119 4y MAg L %C UREI Y PARCEL E POST 1E OR _5515, PG 2_21 ATTACHING TWO SILT FENCES 7� 1121 C 4.5 THE WIRE MES14 14 R-2.5U' Lb. l tip #11 R=4.5 12" # APPROXIMATELY 8 T I �3 �4 4- p23 R 2- INCHES OF FILTER PLACE THE END + 22.6 FABRIC MATERIAL POST OF THE i,24 2 MUST EXTEND INTO SECOND FENCE t-2_82 .9 A TRENCH AND BE 15. INSIDE THE 00 R=3.5 t ­ I 6 3 ANCHORED WITH POST OF THE 4110' FIRST FENCE P "'COMPACTED iD511.1, qlT A BACKFILL MATERIAL '15, P x 10 �85 Ezz=1,0,0 48 190D OR ROTATE BOTH 0.97k 2,;. AT LEAST 0) + / " A, n rt STEEL POST POSTS X 2&, t DEGREES IN #B2 16' K73 OL3, 2 2'S 122 it 2" r --, 33,14 SEAL V47H THE #79 qt` 2-76117' il" 5"' 5'4' 1" I-TI ��,l RUNOFF A CLOCKWISE R-4.0,U 9' • 57 x DCREATE IRECIION To A TIGHT le, x FABRIC MATERIAL 07�, 6" �O -66' 2 2 1 J7 7 "R DIRECTION OF RUNOFF WATERS LUSTER 2A=42kll `2 23�5B X'�f4�f� d6 C - - - 13 10 INCHEt�- flu MY :3, -,X -212.9 �3 7 5 � 6'5 OU F N DRIVE BOTH + R=4.5 f 4 R-40 MATE '3., =g POSTS ABOUT 5k 4 -INCH BY Xrf=LV 4-INCH TRENCH INCHES INTO E - - - - - - '2_5 70 LQ BURY R=2.5 �22 01 T71 as J/ L_4 CO 9.6 +2'm 10 ENGINEERING"' ON CA TES VI&C-, DRA BY ATE A E3, & , i, 111 ,:a PARCEL E a INSTAQt4�ik_ FILTER 02 PG 6- CHEM�W BY FABRIC S9 _FENCE _-IR _3557, FG 5-�q DES999D BY X24 R[i: ogr 50 1 m9 22,5 loo X / /+ F/ F,)U R=VA71 6- +0V 9- 17/ Cn 11 21_4-7 10.5 PARCEL E CCC 75-57. 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LZWL'OA�jll� 2.5 >5. 123 8 CRAPS 2-5 _,o 4) V, 41 Z, J d E gi 1 3 2'- 4' �0. 3 --j TI#SION - I '.CGNTRACTOP.-C,5 RR E L RIM EL 28­­ 7 -HLMUVL ALL 1-11 36, j�t � 61 FN E) UTILITIES FROM PIR JECT- 5" Vll_iE R01i MN, Ni -r- I PLA T 500,1,1 8, H, _SE IE ­1� v, -= - �,7 W 1E 2E,87, CO TIRAPITOR T� REMO L .SITE &R-, '44'0,4 V! 11 Ck 9 5'- (F), 1 2 ,AL EXI IINGl Slt AGE�, 31TROM THE _ 76 1 OStD SITE ji 1 'CP 2R_ 7,� T­1 I'll, �_ECJRGIA STREET WOO FI SOUT� 72, F-INJ J ri `i__ r, il kj 4 __x M 1E 8VE E�SV,��,,�, _21 1 - X-X--x -Xlx-x--X-X-X .-x --X--x x x 8 1 7 °. 2- 7116 X R=3_0 6 x Y ev M x 'A 7r 2 283 x 2,5 17 X_k f X x--x---x, x 7 25.6 2&7 X-1 L i X. I. T E 25__xlc_lf� I p2 R=15 ar i2 D Ne % x BDII 103 F' R= x T- x R =3. 0 1 4G' x ,X2835�F 4 ,1 1P 25.e X -/fj/ 4 x zv B x 1 256 REMOVE EXISN 6" SAN' MAIN X x x 27' x i ,7 x R x X -X' 253 X 183R=15 �,j SC 12, 281 R-2,5 r7l, �rCP 171 X E O,5° R=3.0 1 0. 23_9 ,- �Ii 41 'I 24 CRAPS MYRTLE 14" w. 3.0 7, _�TOTAL TREES TO __j BE SAVED ­x_ 12,31, 41, ilrC 6� 6. 14 10 13' 22' X_ d 1, ro 1 2 #3' 23LA 11;_ji #25 #127 1 1'24'li" G 2 f x 3.07 173 Ta Wi > 6P i35 )6,16 31. ii 31 �'l X 31 'T, JD L A _q. Q_ tv- FDi 4�X4- 2r 23' FKC 4:�i 2' "ZOL L E Y 141, R j, 7-5' F,=2 §23 _Q TAJ A '(L) X, L 0 (DEAD) L x4" X­ TR, 1/2 1 R=Z5 75� #26 F-2 4 R=2,1) ;e<x x 0, > R= R=2 0 EL 26 29 • C.) N1, 16, 47�, x . ­ >( 26.12 2 _8 7? 12 x R-00 2T- S Z2.6L, REMOVE EXISTING SANITARY 2 23 GE, �5�x X27,36 R=2,Lk,' 1EE 3, ri LOT A SEWER MAIN NORTH OF x OVIS C LI-1 ?r- #7 1- n _X THE PROPOSED M H S Ur, J x AS DEPICTED AND ?=1,5 P3- _75, /bG 76 18, :1A is G x RECONNECTED SEWER MA' N1 R.Y k" L_ AS PROPOSED ON SHEET FL� F _3 2. 35 + 7.5 IR, 6, P14 T R P A, E I - I - f; 4?� ­ - T F/T NIE I E Z 27 S IE = 22.B5 \i` "'11'' SW 1E = 2354 S 6 VV �2�. 0.9 #122 SIR 0"'11471 14 'A �41 - / fit 1, �, X4 �'2f 69 CIP 1/1-1 iv '0 NVI E = 23 2 T F #19 40 ira'X264 !X A 17.0 R� x F ().6' z/z Z, F8 A POI? �' 0N LOTS' 2 & 4 �x SAW CUT % �7 -C ON OF D 15 1, -REMOVE EXIST 1 251 IS' 27' 14 F "NES �Dl�il_ --- M, ASPHALT I STORY �2� C5 '59'22"W 167,07' 2 V I'JICHOL'z(_'N'S ADDITIC)":I '01 777777- 'v- V 0_5 _10C FC 1�t4" ­_9 8.0NO 4�- KA PG. 1 iLl J,_� _'r)tj #14 '17 I IF s 44 p SANITARY "NH-!UL /19 Lgl AV RIM E 27.74 7 H N IE 22�98 E In /I y WrICK D iiI F14 FM Fu FM FM -7,1 V41 iE 2-1,02 1 443 + Ac 254q 257 2 Z 2&9 0 E X I'STI N G FORCEMAINI #147 SANITARY SEOvER MAIN R=0.5 r €s CD - - yn, L104 F1 VFLFRF + C14 + '2TO R g 'in 312 TREE REMOVAL LIST (312404 North Osceola A-4hue) P MOVAIL U90312-404 North Osceola Avenue) PALM REMOVAL LIST (312-404 North Osceul A rte 12' 271 N 11 p 0 Rahn 25.2� Tree Number size !He R=10 I REMOVE E��IST Trre Number Rating Tree Number Sue '53k Type SIDEWALK 2��7 (tlyp-) 2 12" Podocarpus 3.0 6' SCIazneary Island Palm 3.0 89 301 Sabal Palm 5.5 :E- 14' 14 18' +263 LOT 3 9" Live Oak 3.0 9 IT Sabal Palm 3.0 90 30' Sabal Palm 5.0 xn 6 10" Laurel Oak 3.0 10 13' Sabal Palm 3.5 4 2 91 201 Sabal Palm 4.5 jjp=p_-�. R=3_0 BLCICK 2 4, N! MANHULL Ai 11 39" Live Oak 3.5 27 IW Sabal Palm 3.0 93 12' Sabal Palm N! EL = 26-15 .I,.:) $ : 30 26 Sabal Palm 3.0 94 10' Sabal PaIT CATC� 3.0 1- N fE 19. 34' 6"! 5 4 JONES S' BIDIVISUN ­F 19 28" Live Oak t 11 2n (""T 11, Sabalpallfill E_L E 11,46 166" iR`p� 24' NICHOLSOWS ADDITIC" TC; 24 26 28" Live Oak 3.0 "1 � I 21,'�T 27,� 36 20' Queen Palm 3.0 95 S 17 E 'E 9-88 (42" RCP) R�315 r. 7 4 nOP 'I CLEARWATER HARF 28 20" Red Bay 3.5 �V E 8. 39 19 Sabal Palm 3.0 116 20' Sabal Palm :).0 2 co h, C, "JI R=15 12' OF 29 12" Laurel Oak 3.0 44 25' Queen Palm 4.0 117 20' Sabal Palm 5.0 PGA13 HILI -B, ROUG C cli -3 40 12" Laurel Oak 3.0 46 12' Sabal Palm 3.5 118 191 Sabal Palm 'r ❑ 23 N X 15 6 7v �5' __0 I �4 L 5.33 ICI ­� 15 7 3.5 26.9 xl� • 48 27" Live Oak 4.0 29 Sabal Palm 119 .56 47 x OH 'W tx R'M EL 2 51 14" Live Oak 15,5 P 1 5.0 F!r k, 3.0 52 29 Sabal Palm ---PAALV?v1S-T 29�24- !�2 74 29" Live Oak 3.5 53 1 F SabalPalm 3.0 ------- x TOTAL LO 87 8" Ilickory 3.5 68 11' SabalPahn 3.0 �E 8.80 S 1E 19.21 0 102 23" Laurel Oak 3.5 69 24! Sabal Palm T 4.0 879 2t 129 25" Live Oak 3.5 "�l Q 5 24,-,., � A ^�31�JES IREEL i 71 23' SabalPalm 5.0 roo NFUCT BOX VVI np E EECTRICAL EIQUIPMENT 7T,'� E� 2,,!.CS TOTAL INCHE-S 29611 72 22' Sabal Palm 5.0 !��,,Tvl MAMr,01 r S'!�JIC7110N, CONTRACTOR C-) r5l ' - 'i 2 �32 �1_11'1,� _111__`t1'* ' SHALL COORDINATE 7 0 75 1U Date Palm Cluster 5.0 Q E __ �4,1, ANDREMOVE W tE = 24�F)5 78 10 Date Palm Cluster 4.5 1:0 � jr-S W 1�7 23=17 Cn 1 + 1 LU Sabal Palm 4.5 __ffFTARY �HuLt 80 IT Sabal Palm 3.0 &7s28 2 81 32' Sabal Palm 5.0 R 0 82 207 Sabal Palm 4.0 RV MA* 0 12 P VC 30.28 83 20' Sabal Palm 5.0 1 - - t3 E O B99=11MR&WO 11w1j PAP CONTRACTOR SHALL BE RESPONSIBLE FOR ALL 7 2 7 ) C=RM & 54 r - MM DRPrA ENVIRONMENTAL TESTING REQUIRED PRIOR TO DEMOLITION. SAFETY HARBOR, FL 34695 2. CONTRACTOR SHALL REMOVE ALL EXISTING UNDERGROUND KM A ki� Or I FDOr AMVED 14 GW" UTILITIES PRIOR TO STARTING SITE GEOMETRY WORK. 9 3. WITH THE VACATION OF OSCEOLA AVENUE, ALL UTILITIES SHALL z 0 0 M z 2 BE RELOCATED AND RECONNECTED AT APPLICANT'S EXPENSE. CITY OF CL WATER 4. INSTALL SILT FENCE PER MANUFACTURE'S SPECIFICATIONS. AND SHALL HAVE A BACKFILLED TRENCHED. z gn M 5. CONTRACTOR TO INSTALL TREE BARRICADES PRIOR TO ISSUANCE OF BUILDING PERMIT. ro TREE REMOVAL LIST (Harrhan Village & Island View) PALM REMOVAL LIST (Harrhon VUlap_e & Island View) Tree Number Size Raflng TreeNamber Size Type Rating 17 38" Live Oak 4.0 34 10" Saball P m 3.5 38 35" Live Onk 35 48 " 15 35 40 7" Hollv 35 49 12" Saba] Palm 35 42 26" Lawrl Oak 3.0 50 10" Saba] Palm 45 46 30' Live Oak 3.0 51 10" Sabal Palm 3.0 53 12" Laural Oak 3.0 52 10" Sabal Palm 3.0 60 6" Hickory 3.0 54 10" SabalPalm 3.0 63 4" Hicknv 3.0 66 11" Washington Pahn 3.0 64 14" Live iik 30 67 11" Washirigttin Palm 3.0 69 10- Norfolk Pine 35 68 11" Washington Palm 3.0 71 10' Live Oak 3.0 78 10" Washington Palm 10 72 28" Live (1A 35 110 13" Saba] Palm 35 73 40" Live Ook 4.0 113 12" Saba] Palm 3-5 74 50, Live Oak 35 114 12" Saba] Palm 4.0 75 6' Slash Pine 3.0 115 13" Sabal Palm 35 76 6" Slash Pine 3.0 128 13" Sabal Palm 3,5 77 1 CTapc Myrtle 5.0 129 11" Saba] Palm 35 81 8" Crepe Myrtle 35 142 11" Washington Palm 3.0 82 8" Crape Myrtle 35 149 12" Saba] Palm 3.0 OAF 42" Live Oak 43 89 25" Live Oak 3,0 TOTAL PALMS TO BE REMOVED 19 89 22" Live Oak 3.0 90 24" Live Oak 3.0 91 15" Hickory 3-5 92 15" Hickory 35 94 14" Hickory 36 98 9" Crape Myrtle 3.5 101 9" Crape Myrtle 3.0 102 10" CmpeMyrtle 4.0 125 10" Crape Myrtle 3.0 126 5" Bald Cypress 3.0 127 6" Bald Cypress 3.0 131 7" Bald Cypress 3.0 132 19" Live Oak 3.5 144 20" Live Oak 3-0 160 16" Hickory 3.0 TOTAL INCHES 727" 1 0. 23_9 ,- �Ii 41 'I 24 CRAPS MYRTLE 14" w. 3.0 7, _�TOTAL TREES TO __j BE SAVED ­x_ 12,31, 41, ilrC 6� 6. 14 10 13' 22' X_ d 1, ro 1 2 #3' 23LA 11;_ji #25 #127 1 1'24'li" G 2 f x 3.07 173 Ta Wi > 6P i35 )6,16 31. ii 31 �'l X 31 'T, JD L A _q. Q_ tv- FDi 4�X4- 2r 23' FKC 4:�i 2' "ZOL L E Y 141, R j, 7-5' F,=2 §23 _Q TAJ A '(L) X, L 0 (DEAD) L x4" X­ TR, 1/2 1 R=Z5 75� #26 F-2 4 R=2,1) ;e<x x 0, > R= R=2 0 EL 26 29 • C.) N1, 16, 47�, x . ­ >( 26.12 2 _8 7? 12 x R-00 2T- S Z2.6L, REMOVE EXISTING SANITARY 2 23 GE, �5�x X27,36 R=2,Lk,' 1EE 3, ri LOT A SEWER MAIN NORTH OF x OVIS C LI-1 ?r- #7 1- n _X THE PROPOSED M H S Ur, J x AS DEPICTED AND ?=1,5 P3- _75, /bG 76 18, :1A is G x RECONNECTED SEWER MA' N1 R.Y k" L_ AS PROPOSED ON SHEET FL� F _3 2. 35 + 7.5 IR, 6, P14 T R P A, E I - I - f; 4?� ­ - T F/T NIE I E Z 27 S IE = 22.B5 \i` "'11'' SW 1E = 2354 S 6 VV �2�. 0.9 #122 SIR 0"'11471 14 'A �41 - / fit 1, �, X4 �'2f 69 CIP 1/1-1 iv '0 NVI E = 23 2 T F #19 40 ira'X264 !X A 17.0 R� x F ().6' z/z Z, F8 A POI? �' 0N LOTS' 2 & 4 �x SAW CUT % �7 -C ON OF D 15 1, -REMOVE EXIST 1 251 IS' 27' 14 F "NES �Dl�il_ --- M, ASPHALT I STORY �2� C5 '59'22"W 167,07' 2 V I'JICHOL'z(_'N'S ADDITIC)":I '01 777777- 'v- V 0_5 _10C FC 1�t4" ­_9 8.0NO 4�- KA PG. 1 iLl J,_� _'r)tj #14 '17 I IF s 44 p SANITARY "NH-!UL /19 Lgl AV RIM E 27.74 7 H N IE 22�98 E In /I y WrICK D iiI F14 FM Fu FM FM -7,1 V41 iE 2-1,02 1 443 + Ac 254q 257 2 Z 2&9 0 E X I'STI N G FORCEMAINI #147 SANITARY SEOvER MAIN R=0.5 r €s CD - - yn, L104 F1 VFLFRF + C14 + '2TO R g 'in 312 TREE REMOVAL LIST (312404 North Osceola A-4hue) P MOVAIL U90312-404 North Osceola Avenue) PALM REMOVAL LIST (312-404 North Osceul A rte 12' 271 N 11 p 0 Rahn 25.2� Tree Number size !He R=10 I REMOVE E��IST Trre Number Rating Tree Number Sue '53k Type SIDEWALK 2��7 (tlyp-) 2 12" Podocarpus 3.0 6' SCIazneary Island Palm 3.0 89 301 Sabal Palm 5.5 :E- 14' 14 18' +263 LOT 3 9" Live Oak 3.0 9 IT Sabal Palm 3.0 90 30' Sabal Palm 5.0 xn 6 10" Laurel Oak 3.0 10 13' Sabal Palm 3.5 4 2 91 201 Sabal Palm 4.5 jjp=p_-�. R=3_0 BLCICK 2 4, N! MANHULL Ai 11 39" Live Oak 3.5 27 IW Sabal Palm 3.0 93 12' Sabal Palm N! EL = 26-15 .I,.:) $ : 30 26 Sabal Palm 3.0 94 10' Sabal PaIT CATC� 3.0 1- N fE 19. 34' 6"! 5 4 JONES S' BIDIVISUN ­F 19 28" Live Oak t 11 2n (""T 11, Sabalpallfill E_L E 11,46 166" iR`p� 24' NICHOLSOWS ADDITIC" TC; 24 26 28" Live Oak 3.0 "1 � I 21,'�T 27,� 36 20' Queen Palm 3.0 95 S 17 E 'E 9-88 (42" RCP) R�315 r. 7 4 nOP 'I CLEARWATER HARF 28 20" Red Bay 3.5 �V E 8. 39 19 Sabal Palm 3.0 116 20' Sabal Palm :).0 2 co h, C, "JI R=15 12' OF 29 12" Laurel Oak 3.0 44 25' Queen Palm 4.0 117 20' Sabal Palm 5.0 PGA13 HILI -B, ROUG C cli -3 40 12" Laurel Oak 3.0 46 12' Sabal Palm 3.5 118 191 Sabal Palm 'r ❑ 23 N X 15 6 7v �5' __0 I �4 L 5.33 ICI ­� 15 7 3.5 26.9 xl� • 48 27" Live Oak 4.0 29 Sabal Palm 119 .56 47 x OH 'W tx R'M EL 2 51 14" Live Oak 15,5 P 1 5.0 F!r k, 3.0 52 29 Sabal Palm ---PAALV?v1S-T 29�24- !�2 74 29" Live Oak 3.5 53 1 F SabalPalm 3.0 ------- x TOTAL LO 87 8" Ilickory 3.5 68 11' SabalPahn 3.0 �E 8.80 S 1E 19.21 0 102 23" Laurel Oak 3.5 69 24! Sabal Palm T 4.0 879 2t 129 25" Live Oak 3.5 "�l Q 5 24,-,., � A ^�31�JES IREEL i 71 23' SabalPalm 5.0 roo NFUCT BOX VVI np E EECTRICAL EIQUIPMENT 7T,'� E� 2,,!.CS TOTAL INCHE-S 29611 72 22' Sabal Palm 5.0 !��,,Tvl MAMr,01 r S'!�JIC7110N, CONTRACTOR C-) r5l ' - 'i 2 �32 �1_11'1,� _111__`t1'* ' SHALL COORDINATE 7 0 75 1U Date Palm Cluster 5.0 Q E __ �4,1, ANDREMOVE W tE = 24�F)5 78 10 Date Palm Cluster 4.5 1:0 � jr-S W 1�7 23=17 Cn 1 + 1 LU Sabal Palm 4.5 __ffFTARY �HuLt 80 IT Sabal Palm 3.0 &7s28 2 81 32' Sabal Palm 5.0 R 0 82 207 Sabal Palm 4.0 RV MA* 0 12 P VC 30.28 83 20' Sabal Palm 5.0 1 - - t3 E O B99=11MR&WO 11w1j 3 17 1. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL 7 2 7 ) C=RM & 54 r - MM DRPrA ENVIRONMENTAL TESTING REQUIRED PRIOR TO DEMOLITION. SAFETY HARBOR, FL 34695 2. CONTRACTOR SHALL REMOVE ALL EXISTING UNDERGROUND KM A ki� Or I FDOr AMVED 14 GW" UTILITIES PRIOR TO STARTING SITE GEOMETRY WORK. 9 3. WITH THE VACATION OF OSCEOLA AVENUE, ALL UTILITIES SHALL z 0 0 M z 2 BE RELOCATED AND RECONNECTED AT APPLICANT'S EXPENSE. CITY OF CL WATER 4. INSTALL SILT FENCE PER MANUFACTURE'S SPECIFICATIONS. AND SHALL HAVE A BACKFILLED TRENCHED. z gn M 5. CONTRACTOR TO INSTALL TREE BARRICADES PRIOR TO ISSUANCE OF BUILDING PERMIT. ro TREE REMOVAL LIST (Harrhan Village & Island View) PALM REMOVAL LIST (Harrhon VUlap_e & Island View) Tree Number Size Raflng TreeNamber Size Type Rating 17 38" Live Oak 4.0 34 10" Saball P m 3.5 38 35" Live Onk 35 48 " abal Palm 35 40 7" Hollv 35 49 12" Saba] Palm 35 42 26" Lawrl Oak 3.0 50 10" Saba] Palm 45 46 30' Live Oak 3.0 51 10" Sabal Palm 3.0 53 12" Laural Oak 3.0 52 10" Sabal Palm 3.0 60 6" Hickory 3.0 54 10" SabalPalm 3.0 63 4" Hicknv 3.0 66 11" Washington Pahn 3.0 64 14" Live iik 30 67 11" Washirigttin Palm 3.0 69 10- Norfolk Pine 35 68 11" Washington Palm 3.0 71 10' Live Oak 3.0 78 10" Washington Palm 10 72 28" Live (1A 35 110 13" Saba] Palm 35 73 40" Live Ook 4.0 113 12" Saba] Palm 3-5 74 50, Live Oak 35 114 12" Saba] Palm 4.0 75 6' Slash Pine 3.0 115 13" Sabal Palm 35 76 6" Slash Pine 3.0 128 13" Sabal Palm 3,5 77 1 CTapc Myrtle 5.0 129 11" Saba] Palm 35 81 8" Crepe Myrtle 35 142 11" Washington Palm 3.0 82 8" Crape Myrtle 35 149 12" Saba] Palm 3.0 86 42" Live Oak 43 89 25" Live Oak 3,0 TOTAL PALMS TO BE REMOVED 19 89 22" Live Oak 3.0 90 24" Live Oak 3.0 91 15" Hickory 3-5 92 15" Hickory 35 94 14" Hickory 36 98 9" Crape Myrtle 3.5 101 9" Crape Myrtle 3.0 102 10" CmpeMyrtle 4.0 125 10" Crape Myrtle 3.0 126 5" Bald Cypress 3.0 127 6" Bald Cypress 3.0 131 7" Bald Cypress 3.0 132 19" Live Oak 3.5 144 20" Live Oak 3-0 160 16" Hickory 3.0 TOTAL INCHES 727" 3 17 2 (s• DRP WE I- UMM PARS TO W PFWWrM 27.v ". 3,162-N "10.0005 - ztj W.I.M 7 2 7 ) C=RM & 54 r - MM DRPrA EARINA', eT,-��, 2.1AwM_No=n"rxrLL SAFETY HARBOR, FL 34695 3. 90RUMMS - NO LM TIM V X r UAW 9+ L BE Vw= AAgr1A) Au EB 9351 LC 2600212 SAW CUT REMOVE EXISfIN' G PM�ftN 10 z CIf w > co 0 z C/) 0 F KM A ki� Or I FDOr AMVED 14 GW" FEET ADM GAD ff. WHOM TO F l W PLACE WRL ALL wuw 9 CONSTRUOON AND NsW EOLMMW 5 Oar OF A HARDWOODS ASSOCIATES, DRP WE I- UMM PARS TO W PFWWrM INC. "10.0005 - ztj W.I.M 7 2 7 ) C=RM & 54 r - MM DRPrA 9 8 8 8 2.1AwM_No=n"rxrLL SAFETY HARBOR, FL 34695 3. 90RUMMS - NO LM TIM V X r UAW 9+ L BE Vw= AAgr1A) Au EB 9351 LC 2600212 MVWI�O AW " DWWO 81 . � Nrca. . 10 z CIf w > co 0 z C/) 0 F KM A ki� Or I FDOr AMVED 14 GW" FEET ADM GAD ff. WHOM TO F l W PLACE WRL ALL wuw 9 CONSTRUOON AND NsW EOLMMW 5 Oar OF A w ❑ � ME oew� FEBOLRUE SPECWJST AT 682-4741. TREE BARRICADES rLT.S. PINES CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING KEITH ZAYAC & ASSOCIATES, ORGINAL DATE: INC. 7 2 7 ) 7 9 3 - 9 8 8 8 701 ENTERPRISE ROAD E, STE 404 SAFETY HARBOR, FL 34695 WWW.KEITHZAYAC.COM EB 9351 LC 2600212 1 10 z CIf w > co 0 z C/) 0 F U U ORIGINAL 9 RECEIVED w ❑ CD (0 AUG 13 2007 z 0 0 M z 2 W LU PLANNING DEPARTMENT ❑ ca UJ 0 W LU CITY OF CL WATER '"• F==H W <� uJ _j z gn M 0 U 0 U ro 01 111111111111111 PROJECT #: CV ORGINAL DATE: 06.28.07 CHECKED BY: KEZ DRAWN BY: RJM I I I 1 10 z CIf w > co 0 z C/) 0 F U U ORIGINAL 9 RECEIVED w ❑ CD (0 AUG 13 2007 z 0 0 M z 2 W LU PLANNING DEPARTMENT ❑ ca UJ 0 W LU CITY OF CL WATER z CD uJ _j z gn M PROJECT #: 511-04 ORGINAL DATE: 06.28.07 CHECKED BY: KEZ DRAWN BY: RJM SHEET NO. UJ 0 F U U CD cli cs U 31; 7 r- (D cli I E! 0 CROSSWALK & PAVERS (SEE HARDSCAPE PLANS FOR DETAILS) i F jj Ct p 1 PLANNING J ' I KEITH Z A Y A GRAPHIC SCALE ASSOCIATES 3D 0 15 30 60 r .z {. ( Co ( IN FEET ) ! 1,6 (2) YIELD TD 1 inch = so ft. ( 7 2 7) 7 9 3_ 9 g g g { ( PEDESTRIANS k I SIGNS 701 ENTERPRISE ROAD E, STE 404 ,APCESS EASEMENT 114 GENERAL NOTES: SAFETY HARBOR, FL 34695 l ALL CORNERS OF {PROPERTY (TYP.) . ENGINEER /LANDSCAPE ARCHITECT: KEITH ZAYAC & ASSOCIATES, INC. 6 701 ENTERPRISE ROAD EAST, SUITE 404 i SAFETY HARBOR, FL 34695 9 j - -- -LIGHT STANDARD 27) 793 -9888 Fax `�LOCATTON TO BE WWW KEITHZAYAC.C;OM 2. SITE ADDRESS- COORDINATED W/ PARCEL 1: 09-29-14310-000-0080 PARCEL 9: 09- 29 -15- 44352 -002 -0010 E B 9351 -- LC 2600212 0' i I PROGRESS 404 N. OSCEOLA AVENUE NO PHYSICAL ADDRESS ENERGY MIN. 2' CLEARWATER, FLORIDA CLEARWATER, FLORIDA i FROM B.O.C. PARCEL 2: 09-29-15-14310-000-0100 PARCEL 10: 09- 29- 15- 44352 -002 -0012 i ('i'YP_) 4Q0 N. OSCEOLA AVENUE NO PHYSICAL ADDRESS { CLEARWATER, FLORIDA CLEARWATER, FLORIDA I _ -- - PARCEL 3: 09- 29- 15- 00000- 430 -0400 PARCEL 11: 09- 29 -15- 44352 - 002 -0020 314 N. OSCEOLA AVENUE NO PHYSICAL ADDRESS I f CLEARWATER, FLORIDA CLEARWATER, FLORIDA PARCEL 4: 09- 29- 15- 00000- 430 -0600 PARCEL 12 09- 29- 15- 00000- 430 -0300 ® _ NO PHYSICAL ADDRESS 309 OSCEOLA AVENUE ° ! I CLEARWATER, FLORIDA CLEARWATER, FLORIDA C J PARCEL 5: 09- 29- 15- DOOOO- 430 -0500 PARCEL 13: 09- 29 -15- 14310- 000 -0010 F� �9 312 N. OSCEOLA AVENUE 410 N. OSCEOLA AVENUE (� ° 10' I 11' 10' J CLEARWATER, FLORIDA 33758 CLEARWATER, FLORIDA iL�1 TYPICAL PARALLEL PARCEL- 6: 09- 29- 15- 53370 - 000 -0010 0 e rPARKING PER FOOT NO PHYSICAL ADDRESS l i CLEARWATER, FLORIDA ��( + INDEX 17346 I Ili PARCEL. 7: 09- 29- 15- 53370 -000-0020 I I NO PHYSICAL ADDRESS. ti CLEARWATER, FLORIDA,j7} DIRECTIONAL TURN ARROWS PARCEL 8: 09- 29- 15- 07940 -000 -0021 8' -16' SPACING (PER 300 N. OSCEOLA AVENUE M.U.T.C.D. MARKING CLEARWATER, FLORIDA 0 ZONING: "D" �I DETAILS) (TYP.) �{ 3. PRESENT USE ATTACHED DWELLINGS / RETAIL SALES & SERVICE 4. DEVELOPED USE RETAIL J OFFICE /ATTACHED DWELLINGS MIXED USE E i 6" STRAIGHT CURB 5. TOTAL SITE AREA HARRISON VILLAGE 52,947.90 SF (1.21 AC) (� MID.) ISLAND VIEW 164,006.51 SF (3.76 AC) TOTAL 218,954.41 SF 4.98 AC PUBLIC RIGHT -OF -WAY 26,393.90 SF 0.60 AC 8' N, 6. SETBACKS: PROPOSED REQUIRED U TYP. ( ; HARRISON VILLAGE: 16.83 MN. (NORTH BUILDING) O.W MN. (NORTH BIDING} �J [ A I O.W ►IN. (NORTH SIDEWALK) 0.00' MN. (NORTH SIDEWALK) ��li 5.011 MN (WEST BUILDING) 0.00' MIN (WEST BUILDING) f 0.00' LI N (NEST SIDEWALK) 1100' LEN (WEST SIDEWALK) r 5.80' UN. (SOUTH BULDNG) 0.W' MN. (SOUTH BUILDING) j ( { _ O.W MIN. (SOUTH SIDEWALK) aW' MN. (soU1H SIDEWALK) 0 1 &V NIL (EAST BULDING) 1100' NK (EAST MONO) 1100• NN. (EAST SIDEWALK) 11W' MN. (EAST SIDEWALK) v I i z i ISLAND NEW: 15.41' MN. (NORTH WILDING) 11W NN. (NORTH WILDNG) N I ® t 0.W NN. (NORTH PAMIENT) O.W LIN. (NORTH PA1(]M ti} 12W NN. (SOUTH BUInNLG) D.W MOH. (SOUTH BULONG) 5.W WN. (SOUTH TO B.O.C.) O W MN. (SOUTH B.O.C.) O.W Fin (EAST BUILMG) 0.00' UK (EAST BUILDING) op Ll i { Q M 0.00' MIN. (EAST SIDEWALK) 0.00' YIN. (EAST SIDEWALK) = 25.00' NN. (WEST BJLD(NG) O.W UK (NEST BUILDING) tom• f L' I ®`� 7. ALLOWABLE MAX HEIGHT 30' -50' FT. _ n Tn '4r ,. _ I = PROPOSED BLDG. HEIGHT 56' -0" FT. (HARRISON VILLAGE & ISLAND NEW VILLAS) l! L (FROM BFE TO HIGHEST POINT) _ 0( I 1 I r 200 -8' F7. (ISLAND VIEW TOWER) a d® (FROM BFE TO ROOF DECK) B. SOLIDWASTE WILL BE PROVIDED BY ROLL-OUT DUMPSTERS & A TRASH ENCLOSURE. _ c�I 9. EXISTING BUILDING FOOTPRINT AREAS TO BE REMOVED = 33,236.76 SF (0.15 FAR) T j v 10. ALL DISTURBED AREAS WIIHIN RIGHT - -OF -WAY SHALL BE SODDED OR PLANTED. A R -O-W USE ^� PERMIT WILL BE REQUIRED FOR LANDSCAPING AND ALL OTHER IMPROVEMENTS WITHIN R -O -W 11. ALL UNUSED DRIVEWAYS MUST BE REMOVED AND REPLACED WITH CURB ` 1 SIDEWALK, AND LANDSCAPING TO MATCH EXISTING CONDITIONS OR BETTER. FE--iyi R T 12 E FLOOD ZONE. 2) "NO PARKING" THIS PROPERTY LIES WITHIN FLOOD ZONE "VE (14 & 15), AE (12), & X (OUT SIDE ® �( } I SIGNS THE 500 YR. FLOOD PLAIN" AS DEPICTED ON FEMA FLOOD INSURANCE RATE ' MAP NO. 12103CO106G. a { ) - 13. A COMPREHENSIVE SIGN PACKAGE WILL BE SUBMITTED UNDER A SEPARATE PERMIT APPLICATION. - B ' 14. THERE ARE NO ENWROMENTALLY UNIQUE AREAS ON SITE LANDWARD OF SEAWALL & NETLAND SETBACK LNE r 'T i I 6 i 15. SIDEWALKS AND SIDEWALK RAMPS ADJACENT TO OR A PART OF THE PROJECT SHALL BE ° DESIGNED AND CONSTRUCTED CONSISTENT WITH CITY OF CLEARWATER CONTRACT SPECIFICATIONS ` I � AND STANDARDS INDEX f109. INCLUDING THE AD.A (TRUNCATED DOMES PER D.O.T. INDEX /3D4) _ a i 1 16. PARKING REQUIRED �i ATTACHED DWELLINGS UNITS /1 I ; (356 UMTS)>41.5 SPACES P13t UNi7) =537 DACES 4l i I i RETAIL (8,735 SF�x(4 PER 1,000 GFA)� - 35 SPACES Z 7 f I RESTAURANT (4,500 SF$0 PER 1,000 TG = 45 SPACES 0 TOT a 617 SPACES (PER CODE) i SHARED PARKING FOWULA AS APPLIED TO 74S SUBMISSION LL1 - - y, i I, DATA CO Ill ! ( - 1 IT I ION S TM INTENTION OF THE APPLICANT TO APPLY THE SHARED PARKNG FORMULA TD THE PARIONO TO (( t- BE PROVIDED FOR THE FETAIL AND REMENTIAL PORTS OF HARMSON VILLAGE AND MA #... D YEW. A Z ._ O PARKING € ! NG VALIDATION SYSTEM CAN BE AS NEEDED TO ALLOW LIMBED FETAIL PAFNNG WITHIN THE _ f3 I ISLAND MEW GARA4£ PER CMJUNrTY DEVELOPMENT CORM SECTION 3-1405 SHARED PAMN% ANY I (I z LA OR BUILDING USED FOR TWO OR MORE PURPOSES W04 AS N HARRISON VILLAGE O�NN IDEAL D w w I- t;.., t AND FEEfAL). THE MNWM TOTAL NUMBER SPACES PROVIDED MAY BE DEIERMIHED BY TIE -D - _ w FOLLOWNG CALCUTATON. Q =- O W 0' SAW CUT & MATCH I I i EXISTING PAVEMENT si l' (TYP.) t WEMAY - WERIMND ^6" WHITE NIGHT DAY EVENING DAY EVENING NONKMT TO 6 AM 9 AM TO 4 PM 6 PM m MDHIGHT 9 AM TD 4 PM 6 PM TO MIDNIGHT (MUM) IDOX 537 6D% 322 90% 463 BOX 430 903 483 (SUM) 5% 2 7D% 24 9OX 31 1003 35 7OX 24 EISTImum (98l9A1 10% 5 5D% 23 100% 45 503 w 100% 45 TOTALS 544 369 559 488 552 d- - ^6" WHITE `THUS TM MNNULI REOURUM IS 559 SPACES OL U) Y g I I � �IERMOPLASTiC Co ^6" WHITE `THUS TM MNNULI REOURUM IS 559 SPACES g I I � �IERMOPLASTiC i I TRAFFIC PAINT 17. OVERALL SITE DATA TABLE Ek7STNG: PROPOSED: REMEM STRIPES (TYP.) A TOTAL SITE AREA: 216,95&41 SF (4.98 AC) 216,954.41 SF (4.98 AC) N/A PoGHT- OF-WAY 20,770.93 SF (0.47 AC) 26,393.90 SF (0.60 AC) N/A m E- r p ii B. TDTAL OPEN SPACE: 115,765.27 SF (265 AC) 73,54722 SF (1.68 AC) N/A W C. BUILDING FWTPRINTS: 33,236.76 SF (0.15 FAR) 62,378.00 SF N/A RETAIL/REST. AREA: - 13,235.00 SF (0.30 FAR) - E SIDEWALK/DECK/PAVED AREA: 67,95238 SF 67,79419 SF NJA Q I ( I I F TOTAL IMPERVIOUS AREA: 101,169.14 EF (0.46 142) 143,407.19 SF (0.66 ISR) N/A G. PARKING SPACES: p (L RESIDENTIAL PA1I= SPACES AND 52 559 617 PA90I9 SPACES CODE) fI fAL P SPACES 554 PAPoIfD SPACg FER SHAY) W I HAFRISON WUASE ME INPRMM 0 28 (DF -SITE) (SE NOTE X16 FR CAMION) p i (FORT HARRISON & OSCEOLA) 52 SPACES TOTAL. 587 SPACES TOTAL Ow (n U) I I LL Cn - H. RESIDENTIAL UNITS 52 249 4.98 AC x 50 UNITS /AC= 249 W j 109 (DENSITY POOL) 358 UNITS TOTAL (( . SIDEWALK � } (SEE HARDSCAPE PLANS N. VE1ilO11.AR USE AREA N/A 6,521.14 SF N/A 'TYP' - -OR DETAILS) L INTERIOR LANDSCAPED AREA: 1,777.95 SF (279) (10%)(6,521.19 WA) ti I U =65211 SF REQUIRED o w 18. GUTTERS, DOWNSPOUTS, UTILITY BOXES, AND OTHER MISC. STE FIXTURES WILL BE PAINTED, O I SCREENED, OR OTHERWISE CONCEALED, OR BLENDED IN BUILDING ARCHITECTURE a I I 19. PEDISTRIAN SIDEWALKS STALL BE INSTALLED IN ACCORDANCE WITH THE CITY OF CLEARWATER'S 3 6" STRAIGHT CURB REQUIREMENTS AND STANDARDS. a 4 (TYP.) 20. OPEN SPACE/RECREATION IMPACT FEES ARE DUE PRIOR TO ISSUANCE OF BUILDING PERMITS CV Z OF FINAL PLAT WHICHEVER OCCURS FIRST. 5'x5• TREE GRATE 21. EXISTING SITE AREA 211.553.77 SF (4.85 ACT pyy FL w ply /��y 7 �/� U} � V Z w I `r & PAVERS (SEE EXISTING RIGHT OF WAY: 20.770.93 SF (0.47 AC) ? HARDSCAPE PLANS FOR PROPOSED SITE AREA 216,95441 SF (4.96 AC) DETAIL) PROPOSED RIGHT OF WAY: 26,393.90 SF (0.60 ACT I I' (TYP 20. OPEN SPACE/RECREATION IMPACT FEES ARE DUE PRIOR TO ISSUANCE OF BUILDING PERMITS OR IN I FINAL PLAT WHICHEVER OCCURS FIRST CONTACT ART KADER AT 727.562.4824 TO CALCULATE y ASSESSMENT. F Ip ! v 21. PARKING GARAGE MUST ALLOW A VERTICAL HEIGHT OF W -2" TO ACCOMMODATE AN H.C. VAN Z 22 THERE SHALL BE A MINIMUM OF 2 -FOOT HORIZONTAL CLEARANCE FROM THE EDGE OF ALL LU W CD SIDEWALKS TO VERTICAL OBSTRUCTIONS. R(' Z O I L (2) SOLID YELLOW STRIPE RECEIVED z m w w (2) 10'x30' SKIP LINE PER FOOT INDEX #17352 & 13 w °8 Of R j M.U.T.C.D MARKING DETAILS (TYP.) w z ° (1) "YIELD TO PEDESTRIANS" F- SIGN PLANNING DEPARTMENT CITY OF CLEARWATER w 4,C - - 1 PROJECT M 511-04 CROSSWALK &PAVERS ORGINAL DATE: 06.26.07 (SEE HARDSCAPE PLANS ,' ,:• FOR DETAILS) CHECKED BY: KEZ GRAPHIC SCALE - - -------- 3D 0 15 30 60 t ,j `IA I EL- "T-1 I vCP RE `THE 4 -L, 211 X 1-4' li - F bURING THE "700", �- -- t 'i !1 - e-l- PLAT 4k-,r- 77 1 Ejalx i T,- NE RU MAN CONSTRUCTION PROCESS 4F !E 2 0 A H PROPOSED INLETS SHALL - � [-, I -Fi 28 8 fl� R, �7 j! '�BE PROTECTED FROM EROSION m Um� p- o 7�, IN FEET E a �NALLIl ------ - ---- 4 1 1SEDIMENT INTRUSION VIA ONE 1 inch 30 -4- -�NCRETE RETAINNc�_� N 2' ft. + 25- FHT-6" PERF HDPEL 27.6 SIDE DRAIN + -YPE"4" INLET .w EB 9351 - GUTTER=2 .51 (E)INV=2439 +26.49 V 124LF-36" RCP (S)INV=24139 DRAWN BY: f t - -21 11 J(W)INV=25.29 HYDROSEED ALL-ON-SITE DISTURBED AREAS IN FUTURE PHASES TO 5 F rr WETLAND BUFFER LIMITS. a- �3att--W-RCP3 C) F- -1; CC -3W I + :D3 -0,97 u) > ry CONSTRUCTION STORM WATER POLLUTION PREVENTION PLAN ur 10 LF-36 HDPE Vy/ A RETAINING L TYPEi "D" INLET 28. .10 FIV F E W)INV=1 6.0 I RIM =9.0 (SEE STRU( I V� FTA -7�1 24�02 NLET #34 :E)INV=22. r- FX= MUO SW & ML POMM Lv W IE W/ BOTTOM TYPE "D" I \ 0 7 UNFDF&M COERCM - 2A- GRATE=�4.50 TYPE "D- INLET #33 T nag psmFmmm - 4m WrDm umm W46 TFOM TYPE" FAMW Dfd3DFE W1 J 111P111111111ii4w i - I PROTEan -tCORATIVE Lii yo v BO Lo 9 INV=11 60 W/ BOTTOM TOA - HM VE, D A? GRATE=27.00 GWW;;--30.50 31.60 F] FENCE/RAIUNG STORM M.H. 00 GRATE �V�-IMNG FORCEIMAIN I/ INV 24 INV=14.00 INV=1 5.OD ji 99 M 57 R= D 2M6 TOP OF WALL-8.00(MIN.) 3 7.15 BELV�7DERE W/ GRATED OVE -I" VffM AWAM rRI M V,= I.=ND WD 6 AUjM RIM 26.00 4 j L` OVO FLM MEW' 45A FUM ENVEUWE MUCRE wrm INV=12.00 1+ INLt-t--#ZU 0 1 NO L0437mm TypiE," AUDWM 0 1 �27,8 Barmw 4m ""-. - : -'. - - " . . 9�� 9p 1 1 AL& wffm 9= 0 (E =23 8 100 JoNr T ss tr WL W WL WwL WUL 55 N R m, _3-66 I'V-7 3 .0 (s) I'N--VZ:-2 'r WL 'r WL G jmff Nw. M '.'I- 61101 7 ITWE "4" IINLE Lo u KOD� $?Rkwm DO OF FL10 FAM T STORM M.H. #2! TOP OF WALL ELEV=8.00 (D REN=2 CVM-AP M EE MHUM 5 2 TOP OF WALL=8.00 MIN. m cmcLrr imr C11 RETAINING WALL OF Ir me" gmm um 01IN-Y=25. r pffE NV=r24.0 12' Q0 MAP. DOM ROUND Jy zaan (SEE STRUCTURAL 50 rj ELEV 8.00 F- SKIMMER. TOP._____ to PLANS FOR DETAILS) POND BOTTOW ZT, C) mmp T" ww JaNT 3170 I U1490� COEFFMM 2.60 36' PVC WITHIN (C PERCEW PASSM #= SEr. O-W JOINT WIO BELL AT IM AM JOINT W/ BELL �-27.95 9 4OLF-1 3" RCP 29-95 28,12 71�2 TYPE 'H' GRATE ELEV 7.15 INLET WALL SEASONAL HIGH WAI 1 0 (OWM RLIM FAMq (9MM4 TUER FAMC) 31, 31, 3 0. S - - - -- - - - - - - - - ❑ LEVEL = 2-50 SIDE DRAIN DETAIL QASWM SM N= 3 • CRUSHED RUBBLE 3 CONCRETE 1�� 2 1-3'u.79 VI/ SKIMMER BOTTOM_ ROCKS FROM 6" �89 ELEV 6.00 rA tr BEDS 5"M LM -SK-- -ER- -TT -TT� q i /ALUMINUM SECTION "C-C" TO 12" NOMINAL SIZE f MlJPnCAL PFE 27 FIBERGLASS� 0 SKIMMER OFFSET 1.5' CONTROL STRUCTURE DETAIL CO .:I ICT aox ,A,/ 5 C ;R p 0/-.201" FROM FACE CONTROL US @ NORTH FACE OF POND WALL -5- `- - STRUCTURE ON 3 SIDE TONGUE AND GROOVE TYPE JOINT BELL AND SPIGOT TYPE JOINT E[.ECTPj(.A',- EO!J�,f"Fic, u� :-N- VRETAINING WALL WITH DOUBLE GASKET WITH "0 RING" GASKET JONES STREETr," EL = 29. 'AN'ITAR 0.23 \-,36LF-1 RCP STORM 1M.H. #24,1 S W, EL �- 30.55 1 :1 T.O.W.=8.00 MIN. E - 24.13 p" 7i M� om 10 Puu-m fpmm To Pa"') +29,94 RIM ELEV=31.2� NOTES: + fl4s I rfl-LED W/ 01R.1 ,6LF- 4W FM-' INV=2SI50 54wo um 1; �F rc 24" RCR 1. xw wm RML C"m " am Cr *m Fuumma STQRM7,MJH`1#23 3i&�-' i .m HIM "AW-WM UO-* AS MAMF=M BY ISM W- CR N"QVM MUAL WZM UM" RIM4ELEV=31.05 ti• N C�VT, REMOTT�,,& TYPE 'H' INLET PER AS SMM ABM u. FD STORM M.H. #22 (W) INV=22.90 41 OT INDEX #232 CAM BAM-M MAKWAMAC) BY CAAUX EKOWL FM "(L W- CR APPMAD MXW- BOX CUL%ERT 115 IREPAIR PAYMENT SECTION GRATE ELEV 7.15 MMM M F0 AM Can + L J3Nr WJP SULL Iff HOD N RAM A2 MOM a3LZ -MAY� FVER FABOD-MMM 2 =*5 AS MW CR AS R8ZM Irf IM MOMAMRIX ISOMETRIC MEWS (N)INV=23.-49 MMM RAND-� MAM OF UPS AS RMM UY TM UAWFAMML (E)INV=23.00 (940NM FL= FAW40 3f E "SCU nW SK" Wf='10 2Z FMMQ 3;�J�111 41 1 STORMWATER POND RMW PFE-SKU BE RUEM GAWT TYFE CD*MftM TD AM C 40 AND DIM aA t E SMrKM 90 AND 04L 'o OF CLUMATM FLORMA C %R� 14 umm"mm arf rm onwn may". w- OR EXIST. STORM M.H. 0 INV=22.50 S �E 27J)9 B%kL CONNECT INTO 187E�RCP` TO NE-= 25,022 EUPTrAL PPS-SHALL 1Z CCLD AM63M FFVMRWED RAM = - 1� 77� FUX= MAI OWL M 53"m ON - Ff HMOM FM AM FICW= M CR AP"MM MM4- "OT Fu' ISOMETRIC OM WWA MAL AS [SAW CUT MATCH T JCINT it C58 OT IL 77,7777 �\, OW CULIMP-MAL IM CCLO AM43K PWMM RD= MATIM& 9WAL 70 oa C7 RMI-M AS WAIWAMM irr ". snmm emp"m w- CR Appp4vm EMIAL. L im WL Dm L CUINSTRUCTIUIN PR PLANNING TT KEITn ZAYAC & ASSOCIATES, INC. ( 7 2 7 ) 7 9 3 - 9 8 8 8 701 ENTERPRISE ROAD E, STE 404 SAFETY HARBOR, FL 34695 WWW.KEITHZAYAC.COM EB 9351 - 7-!3 ORGINAL DATE: 06.28.07 +26.49 V 124LF-36" RCP r- 27,31 75LF --36".RCP DRAWN BY: , SHEET NO. 0 ;aH 0 S89'59k/2'"W 77.6V-" w- P4 1y-w-w-zw ® o > -k� 27-35 W F=-H 47 LF 6" RC RiGINAL C Cr RECEIVED uj w uj U) co ?0 0 m (2) PVC 00 z 2 Lu Uj AINI 0 u w z CIiY OF CLEARWATER pal LU -147ND S11JD 11 -.15'.2- CRUSHED o 10-00 HDPE 27.35 P-1 + + 3' ;4 2) 4- PLUG z z • CONCRETE RUBBLE ROCKS FROM 6" TO i f, 0 T31, LU - 26,30 26J5 E 12" NOMINAL - rCR6 fp Z4 S 25.0 3t' � PIPE V I N 50 CL cli �q 1 9.00 15 w -uj i7i I- ft ST H. MATCH EXI=NG=GR=AQ:E]-1, SANIT R1 37 RIM=,31.2 'N) .1� R 3 E CONSTRUCTION STORM WATER POLLUTION PREVENTION PLAN ur 10 LF-36 HDPE Vy/ A RETAINING L TYPEi "D" INLET 28. .10 FIV F E W)INV=1 6.0 I RIM =9.0 (SEE STRU( I V� FTA -7�1 24�02 NLET #34 :E)INV=22. r- FX= MUO SW & ML POMM Lv W IE W/ BOTTOM TYPE "D" I \ 0 7 UNFDF&M COERCM - 2A- GRATE=�4.50 TYPE "D- INLET #33 T nag psmFmmm - 4m WrDm umm W46 TFOM TYPE" FAMW Dfd3DFE W1 J 111P111111111ii4w i - I PROTEan -tCORATIVE Lii yo v BO Lo 9 INV=11 60 W/ BOTTOM TOA - HM VE, D A? GRATE=27.00 GWW;;--30.50 31.60 F] FENCE/RAIUNG STORM M.H. 00 GRATE �V�-IMNG FORCEIMAIN I/ INV 24 INV=14.00 INV=1 5.OD ji 99 M 57 R= D 2M6 TOP OF WALL-8.00(MIN.) 3 7.15 BELV�7DERE W/ GRATED OVE -I" VffM AWAM rRI M V,= I.=ND WD 6 AUjM RIM 26.00 4 j L` OVO FLM MEW' 45A FUM ENVEUWE MUCRE wrm INV=12.00 1+ INLt-t--#ZU 0 1 NO L0437mm TypiE," AUDWM 0 1 �27,8 Barmw 4m ""-. - : -'. - - " . . 9�� 9p 1 1 AL& wffm 9= 0 (E =23 8 100 JoNr T ss tr WL W WL WwL WUL 55 N R m, _3-66 I'V-7 3 .0 (s) I'N--VZ:-2 'r WL 'r WL G jmff Nw. M '.'I- 61101 7 ITWE "4" IINLE Lo u KOD� $?Rkwm DO OF FL10 FAM T STORM M.H. #2! TOP OF WALL ELEV=8.00 (D REN=2 CVM-AP M EE MHUM 5 2 TOP OF WALL=8.00 MIN. m cmcLrr imr C11 RETAINING WALL OF Ir me" gmm um 01IN-Y=25. r pffE NV=r24.0 12' Q0 MAP. DOM ROUND Jy zaan (SEE STRUCTURAL 50 rj ELEV 8.00 F- SKIMMER. TOP._____ to PLANS FOR DETAILS) POND BOTTOW ZT, C) mmp T" ww JaNT 3170 I U1490� COEFFMM 2.60 36' PVC WITHIN (C PERCEW PASSM #= SEr. O-W JOINT WIO BELL AT IM AM JOINT W/ BELL �-27.95 9 4OLF-1 3" RCP 29-95 28,12 71�2 TYPE 'H' GRATE ELEV 7.15 INLET WALL SEASONAL HIGH WAI 1 0 (OWM RLIM FAMq (9MM4 TUER FAMC) 31, 31, 3 0. S - - - -- - - - - - - - - ❑ LEVEL = 2-50 SIDE DRAIN DETAIL QASWM SM N= 3 • CRUSHED RUBBLE 3 CONCRETE 1�� 2 1-3'u.79 VI/ SKIMMER BOTTOM_ ROCKS FROM 6" �89 ELEV 6.00 rA tr BEDS 5"M LM -SK-- -ER- -TT -TT� q i /ALUMINUM SECTION "C-C" TO 12" NOMINAL SIZE f MlJPnCAL PFE 27 FIBERGLASS� 0 SKIMMER OFFSET 1.5' CONTROL STRUCTURE DETAIL CO .:I ICT aox ,A,/ 5 C ;R p 0/-.201" FROM FACE CONTROL US @ NORTH FACE OF POND WALL -5- `- - STRUCTURE ON 3 SIDE TONGUE AND GROOVE TYPE JOINT BELL AND SPIGOT TYPE JOINT E[.ECTPj(.A',- EO!J�,f"Fic, u� :-N- VRETAINING WALL WITH DOUBLE GASKET WITH "0 RING" GASKET JONES STREETr," EL = 29. 'AN'ITAR 0.23 \-,36LF-1 RCP STORM 1M.H. #24,1 S W, EL �- 30.55 1 :1 T.O.W.=8.00 MIN. E - 24.13 p" 7i M� om 10 Puu-m fpmm To Pa"') +29,94 RIM ELEV=31.2� NOTES: + fl4s I rfl-LED W/ 01R.1 ,6LF- 4W FM-' INV=2SI50 54wo um 1; �F rc 24" RCR 1. xw wm RML C"m " am Cr *m Fuumma STQRM7,MJH`1#23 3i&�-' i .m HIM "AW-WM UO-* AS MAMF=M BY ISM W- CR N"QVM MUAL WZM UM" RIM4ELEV=31.05 ti• N C�VT, REMOTT�,,& TYPE 'H' INLET PER AS SMM ABM u. FD STORM M.H. #22 (W) INV=22.90 41 OT INDEX #232 CAM BAM-M MAKWAMAC) BY CAAUX EKOWL FM "(L W- CR APPMAD MXW- BOX CUL%ERT 115 IREPAIR PAYMENT SECTION GRATE ELEV 7.15 MMM M F0 AM Can + L J3Nr WJP SULL Iff HOD N RAM A2 MOM a3LZ -MAY� FVER FABOD-MMM 2 =*5 AS MW CR AS R8ZM Irf IM MOMAMRIX ISOMETRIC MEWS (N)INV=23.-49 MMM RAND-� MAM OF UPS AS RMM UY TM UAWFAMML (E)INV=23.00 (940NM FL= FAW40 3f E "SCU nW SK" Wf='10 2Z FMMQ 3;�J�111 41 1 STORMWATER POND RMW PFE-SKU BE RUEM GAWT TYFE CD*MftM TD AM C 40 AND DIM aA t E SMrKM 90 AND 04L 'o OF CLUMATM FLORMA C %R� 14 umm"mm arf rm onwn may". w- OR EXIST. STORM M.H. 0 INV=22.50 S �E 27J)9 B%kL CONNECT INTO 187E�RCP` TO NE-= 25,022 EUPTrAL PPS-SHALL 1Z CCLD AM63M FFVMRWED RAM = - 1� 77� FUX= MAI OWL M 53"m ON - Ff HMOM FM AM FICW= M CR AP"MM MM4- "OT Fu' ISOMETRIC OM WWA MAL AS [SAW CUT MATCH T JCINT it C58 OT IL 77,7777 �\, OW CULIMP-MAL IM CCLO AM43K PWMM RD= MATIM& 9WAL 70 oa C7 RMI-M AS WAIWAMM irr ". snmm emp"m w- CR Appp4vm EMIAL. L im WL Dm L CUINSTRUCTIUIN PR PLANNING TT KEITn ZAYAC & ASSOCIATES, INC. ( 7 2 7 ) 7 9 3 - 9 8 8 8 701 ENTERPRISE ROAD E, STE 404 SAFETY HARBOR, FL 34695 WWW.KEITHZAYAC.COM EB 9351 - LC 2600212 ORGINAL DATE: 06.28.07 CHECKED BY: KEZ DRAWN BY: RJM SHEET NO. 0 ;aH 0 P4 1y-w-w-zw ® o 0 W F=-H 0 RiGINAL C Cr RECEIVED uj w uj U) co ?0 0 m AUG 13 2007 z 2 Lu Uj 0 u w z CIiY OF CLEARWATER pal LU 0 U 9.. • 1111111111111 ORGINAL DATE: 06.28.07 CHECKED BY: KEZ DRAWN BY: RJM SHEET NO. 0 1z 1y-w-w-zw ® o 0 RiGINAL C Cr RECEIVED uj w uj U) co ?0 0 m AUG 13 2007 z 2 Lu Uj 0 PLANNING DEPARTMENT w z CIiY OF CLEARWATER pal LU z P-1 z z • 0 LU 9.. • PROJECT #: 1111111111111 ORGINAL DATE: 06.28.07 CHECKED BY: KEZ DRAWN BY: RJM SHEET NO. 0 1z 1y-w-w-zw ® o 0 RiGINAL C Cr RECEIVED uj w uj U) co ?0 0 m AUG 13 2007 z 2 Lu Uj od c Lu PLANNING DEPARTMENT w z CIiY OF CLEARWATER LU z PROJECT #: 511-04 ORGINAL DATE: 06.28.07 CHECKED BY: KEZ DRAWN BY: RJM SHEET NO. " L-0 A 7 - 4 1 L CORE DRILL & C'0NN_E_CTTO­E XIf. 132'" MANHOLE INV 21.57 J t L L AT END OF 4" TO REMAIN E =30.30± iE It i v F11, J, it 1 N,�-' i- C) RINE INJECTION (W) INV=22.007 P_ RLJ:�:,P`NH,LDLE roc 'HYDRANT, �1) CHL D 4 CORE DRILL I PO NT OF , _R�#1 CLEAR Y C �/Il - p I,- , L_ L_ . v WE - 011 PHE 7 ARC` PLE- I 0� E_ It's _,C RELOCATE A s D-CONNECTj4.EW__GA_:� GA S AT APRR RI_ -_-MAIN ____tmA11 -EXIS- W TO T K RIM=26.70 GEORGIA j "ET I N, V, TT�rl mAN A_h E�I� _7 2 5, 2 GEORGIA STREET A S "AS 75� 88LF-S" SAN. PVC 0 0.40%� R/VV, - ­ _ W, 40 F ss — ss ss D N L__4 v ■ fI I N (1)2- PVC W.S. LLFD1 CONAECT10N L R ON 1 11 1 1 (1)2" WATER METER OCTOBER 14TH, 2005 BY MR. RICK I V) c L)CATION 000 (1)2"X12" TEE & G.V. PERRY, SWFWMD #4-4029L58677. 00 I(DB WETLAND LINE AS APPROVED Ln _(I)BACKIFLOW-PREVEN _-EIRE-f L�DRANT---- - INSTALLED A0CMA01 V i LEGEND PROPERTY LINE w PROPOSED POTABLE SERVICE PROPOSED SANITARY SERVICE FS PROPOSED FIRE SERVICE w EXISTING POTABLE SERVICE EXISTING SANITARY SERVICE EXISTING FIRE SERVICE X x x x x x x x x x EXISTING UTILITY TO BE REMOVED �`IWMIAINIQM_11_1 01% PLANNING • • ENTERPRISE ROAD E, STE 404 SAFETY HARBOR, FL 34695 ml (1) 1 ECTIO P #3 FT. FROM THE FACE OF BLDG. FDC'S AND FHA'S SHALL BE LOCATED ON THE c m S39'59'�2"W `T69' [7 - - - - - (1) FIRE HYDRANT ASSEMBLY I T SAME SIDE OF THE ROAD. Elf (1) 6"x8" TEE ER Lu ;;;0, k-0 23, SEWER AND WATER IMPACT FEES SHALL BE PAID BY THE DEVELOPER PRIOR TO C CD 11 1- LIJ w 41 ..... 0_5' *4 7 ISSUANCE OF THE BUILDING PERMIT. CONTACT STEVE DOHERTY AT 727-562- cn ❑ 11 10 -1 I.P. (A 1 4773 u 63LF-8" SAN. = :> 1 (1) 2- RECLAIMED PLUG rj LU DIP 0 0.19% SLOPE �t C5 4 LATE @ 1.0 % sr (1) 90' ELBOW MINNtLO G 24. WHERE UNDERGROUND WATER MAINS AND HYDRANTS ARE TO BE INSTALLED, THEY MANHOLE j RE HYDRANT 1 j k:S5,FMBLY SHALL BE INSTALLED. COMPLETED, AND IN SERVICE PRIOR TO CONSTRUCTION AS d Ni RIM EL � 25-78 3OLF-6-1 SAN. DIP 0 1.00% MIN. SLOPE IL PER NFPA-241. A HARD ROAD SURFACE ABLE TO SUPPORT THE WEIGHT OF FIRE I lE _.93 CORE D ILL AND TIE INTO ------- (1) 4" PVC W. 1 .1 2� TEE i E FM RIM =30.45 & G� W RM F��, F�l FM FM EXISTIN M.I. AT (NE) INV.=22.98 (S)INV=23.68 (1) 4" WATERs ETE APPARATUS PRIOR TO ANY BUILDING CONSTRUCTION BEING STARTED. REQUIRED ';,' i E 24.0 r- 14 (N) INV.=99.98 < (1) 4"X12- & STANDPIPE SYSTEMS SHALL BE PLACED BEFORE CONSTRUCTION CAN PROCEED TO C= C=! Lp (E)INV=24.42*— U) ,I* I I '? !� i - - RE TER NEXT LEVEL. c*1 15? w (N)INV=2Z40 V) co N. ITY fie .0 < (W)INV=22.45 r- 06 C> `1 #3 ilmeo P, 1�1r__, EXISTU-IG F0RC`9%-1A1N EV1,1ER k4 �IN I ❑ SAIJ1,11 I Apy S AT OWNERS E EN! E 4�Z17E I TING SANITARY RIM AND INVERTS SHALL BE FIELD VERIFIED BY CONTRACTOR TO BR,_1,,E1jEPE s 25. EXISTING UN cli 2" CL PRIOR TO CONSTRUCTION. (1) 6_,,jVC F.S. 0 MAIN o—rr B' ASS METER II (1) D V -1 CNI I I I I I I I I I 1z SET B31 CI 26. ALL SANITARY SEWER PIPES LOCATED UNDER ROADS AND VEHICLE ACCESS AREAS 1 6"X1 2" E & V. cif w > 0 z 0 SHALL BE D.I.P NTH INTERIOR OF PIPE COATED WITH EPDXY "PROTECTO 401". IT 2" 0 CLEARW4 _4 IL41�_ DIP S RVICE GAS ., I MA I N r), iE 6' DIP SAN. SERVICE a 1.00% M LOF 27. DUCTILE IRON PIPE MUST BE INSTALLED BETWEEN ANY TAP AND WATER METER. M MIN SLOPE W/ PLUG WE PLUG DUCTILE IRON PIPE MUST BE INSTALLED BETWEEN ANY TAP AND BACKFLOW 0 PREVENTER. A.- LEAST ONE JOINT OF DUCTILE IRON PIPE SHALL BE INSTALLED ON 2" PVC RECLAIMED MAIN---_� fl) FRE H�e)RANT EXISTING FIRE HYDRANT I - I ANY SERVICE SIDE OF ANY BACKFLOW PREVENTER. 0 0 D� SAN: M.H. #2 (1) 6x12" TEE & G.V. RIM =30.13 I FT FDC CONN9c-nON 28. GATE VALVES SHAH BE INSTALLED ON BOTH SIDES OF ANY PROPOSED BACKFLOW DEVIC S. CCU ORIGINAL LU o STY MAS GLDC LOCATION (SEE FIRE INV =24,02 co C-4 RECENED 0 • 29. THE PROPOSED SANITARY SEWER SYSTEM SHALL BE INSTALLED AND IN PLACE 0 m PROTECTION (1) 2" TEE & G.V. T. z 2 PLANS DESIG PRIOR TO THE EXISTING SANITARY SEWER SYSTEM BEING REMOVED. YHAN r-A I 1 I t- ui uj CID 6- (1) 2"x2O" SADDLE TAP w cw AUG 13 2007 A, Lu 0 Of Lu 4, CtF 2" G.V. uj z 7 71 D - - ---- - - ------------- PLANNING DEPARTMENT Ul V MAS WALL j V 37 Lo WM 77 W [%,1 6 D P CITY OF CLEARWATFR 0 7— (D �Z �t,_ W TA R Y 'MANHOI-E EXIS u _j q -361 'r� " _i, >_ z 200, HA-48 �4 EL = 2 5, E. C 201 20 y V, I ",`_ -1 m :) LIAIMED STUB FIRE HYDRANT 202 4' if 22.41 FiY 3 0, 5 a. IE 205 RLLE6, yl- (11)1%gH INJECTIONb" 7_ _L= ------ ZCH ,CHLORIN PROJECT #: 511-04 PEM- F POINT- -7 — ----- F 1H 0,7S * W15 WAIL �_ 1 " I E 2 2, 16 7 _40�JM_ I'D *1 'NATER t- Nlz- S_ 6 MEASURE 3- w2 - �111 UjNABLE T !SAMPLE POINTJ2 > ORGINAL DATE: 06.28.07 PIPE - — I _> SS - I W �,F_ -t, ___1 ­­ �` �- (1) ;BLOW- _F9F�#4:Y'___ D I.V MAS WALL PIN �%LEEVIE_ CHECKED BY: KEZ 07 k T4PY �01­,l-�CLE 0 VE -- ----- 7-7 GZ� DRAWN BY: SAW, C$ r - =RJM �R�OVE. �i�­IF "I", T REMO -4— S FX pip W"A'D-70 13- F-71 EX1s-nN6I PAVEMENT. 'JCLIRBING (TYP) G_ T6­REL SHEET NO. CO�TA'C-T"PC"'L'�l"�'A-'RW�ATriR�L AS-'; lq X E - 1i I ! 1 MAS f �? SHED s ly ",;T V_ s] �x OCATE AND CONNECT NEW GAS AT APPROPRIATE Mi LOCATION ON TO EXIST. GAS MAIN "OT FOR N'V OF C9 Coi\joTRUCTIOINN' TYPICAL SIDEWALK PLAN Ltg uaWM u) ( ( d fiber mesh reinforcing. 3 MIN. .. ,, c A B C D E F G W � -ic-4 _ • (( iv ' SAFETY HARBOR, FL 34695 v Shallow 0'– 4' 2' -6" Conc. Sidewalk E PLAN VIEW 4 Max 3' -6 » 24" Max 8" #3 at 12 » E.W. r (�'1 �� ,fir �,vwr+ws srtaa — 4 4" ., Lf ( C I �tOOM FlN9f a ^�`y � 4• X2.1 MAX FLOW LINE Standard 4.1'– 6' 3' -6" 6' Max 4' 30" Max 8" 0" #5 at 1 E. W. - ?•w °vl�: � .roi +'?' j. ;�: � {i`- M:`�,- ,.�'.. a'tt ,;:;.K Dee 6.1 r – 10' 3 i -6" 7 r 10' 4' 48 » Max 12 » 5 at 10" E. W. EXPANSION JOINT STRUCK JOINT STRUCK JOINT ELEVATION A –A SECTION B -13 W • E 1 T H Z A Y �► C . C ®!�) Deep 10.1'– 14' 3' -6" 7' 14' 5' 48" Max 12" #5 at 10" E. W. 3.. 3 MIN. .. ,, c `� ;h _ _ _cvI (I W � -ic-4 _ • (( iv ' E v Conc. Sidewalk E PLAN VIEW r (�'1 - ., Lf ( C I ' /✓ if ' f NIX// rr / , i SERVICE CONNECTION DETAIL 1. WATER MAINS TO BE ON NORTH or EAST SIDE OF R.O.W., APPROX. 4 FT. BACK OF CURB UNLESS OTHERWISE AUTHORIZED BY CITY ENGINEER. 2. SERVICE CONNECTIONS TO BE 2 FT. FROM SIDE LOT LINE ON EITHER SIDE OF LOT (SEE SHEET NO. 3). THESE SERVICES TO BE CONSISTENT WITHIN THE SUBDIVISION. DRIVEWAYS SHALL NOT BE BUILT OVER METERS. 3. ALL LINES SHALL BE CHLORINATED and PRESSURE TESTED (TEST FOR ONE HOUR 0 150 P.S.I.) UNDER THE DIRECTION OF THE UTILITIES DEPARTMENT. AFTER SUCCESSFUL COMPLETION OF THE TESTING and CHLORINATION, THE PRESSURE SHAH REMAIN ON THE SYSTEM AT ALL TIMES. 4. TEN FT. SEPARA11ON REQUIRED BETWEEN PARAI I EL WATER & SANITARY SEWER LINES. 5. SADDLE IS REQUIRED FOR ALL SERVICE CONNECTIONS TO 4" PVC MAINS. SADDLE IS REQUIRED FOR 2" SERVICE CONNECTIONS TO 6" and LARGER PVC MAINS. LARGEST SERVICE CONNECTION TO A 4" MAIN IS 1 1/2" and LARGEST TO ANY MAIN IS 2". 6. MINIMUM DISTANCE BETWEEN SERVICE TAPS TO BE NOT LESS THAN 36". Threaded Corporation Stop Curb Stop MUELLER H15008 MUEI I FIR H14350 with Lock Wing and or approved equal Compression inlet or approved equal (Tap at 45* Angle) Saddle if Required See Note 5 Water Service Tubing Driscopipe 5100 or Endot/Yordley Saddle shall have double) \ X Blue Jet, SDR 9, 3408 Polyethylene stainless steel straps with epoxy coated ductile iron body. CITY OF CLEARWATER, FLORIDA Water Main PUBLIC WORKS ADMINISTRATION ENGINEERING TE I B.V.D".=W0I 1*5 912 TUBM TOE CONNECTION DETAIL I OF3 / � � � _ � cli LO 31: o E a � zz ' �c � =5 2 rn Connecting Piece|w/ntegru||y cost Mech. Joint /Gland on one End-D.I. Rotatable Mech. Joint Gland on Other End. NE �----- Fire Hydrant Assembly Length Varies (See Note 1) Valve and Hydrant Tee I-- n/Dl Rcto'b|o Mech. Joint Gland on Plain End Branch.`^� -"------Meoh. Joint Valve NOTES: 1. On Hydrants Requiring Runout Loot Two Joints Must Be Restrained Per Detail 403 (2 of 2). Water Main CITY OF CLEARWATER, FLORIDA PUBLIC WORKS ADMINISTRATION ENGINEERING TYPICAL HYDRANT SETTING Approved Bockflmx � Ford Meter Flange Prevention Device (Flanged) Ford Angle Valve (Flanged) Flow TYPICAL SINGLE DEVICE 1 1/2" and 2" MODELS NOTE. ELBOWS (deg,) Device must be installed level. IL CITY OF APPROVED R.P. DEVIICES APPROVED DOU13LE—CHECK VALVES PUBLIC INC. Watts Model 909 or 009 Watts Model 709 or 007 CIECKED BY BA( City Engineer REV. DAM 13Y �l \ / C. PIPE �� [- [] [-��7-[] /\ | KJ �- [- . V . �/. �- | F- [- F\ L_^] | [\ ��| | �J / CITY OWNED THE FOLLOWING JOINTS MUST asRESTRAINED IN ALL APPLICATIONS: 701 ENTERPRISE ROAD E, STE 404 1. aswo - INLET AND ounLEr AND MAINTAINED I TEs- OUTLET BRANCH 3. OFFSETS - INLET AND OUTLET 4. CAPS 5. puoVS a. ucxo cmos EB 9351 - LC 2600212 7. HYDRANT nuwou7s SHALL osRESTRAINED As DEAD ENDS APPROVAL OF THE CITY ENGINEER. L Mego)ug Restrainer (Typ.) Ebbo 1500 Si ON ALL TEES, A uINImUM or 5' SHALL BE nssnRm*so ON EACH Row LEG L ~ um|uuu uENnnn TO as nrsTRmwsn ON EACH oms or nrnwo (ft.) FIGURES oAacn ON 30' DEPTH BURY, 150 p m TEST PRESSURE. or pvo wxx|mum SIZE USED IN SYSTEM NOTE. THRUST RESTRAINT m FITTINGS AND VALVES SHALL BE BY USE or soe» mow ucm*Lum ncsnvmwcnS. THRUST RESTRAINT BETWEEN PIPE JOINTS SHALL BE B,EBoA IRON SERIES /uuo �� �� Finish grade to allow 0.4' min, 1.0' max, fall from property line to back of curb, Minimum 35^ Behind Bock Of Curb Or Edge of Pavement | \3b^ SECTION / sidewalk PLANNING ELBOWS (deg,) IL ASSOCIATES, INC. Directed by the City Engineer CITY OWNED HOMEOWNER OWNED 701 ENTERPRISE ROAD E, STE 404 AND MAINTAINED AND MAINTAINED SAFETY HARBOR, FL 34695 ANY VARIANCE MUST HAVE WRITTEN EB 9351 - LC 2600212 NOTE. THRUST RESTRAINT m FITTINGS AND VALVES SHALL BE BY USE or soe» mow ucm*Lum ncsnvmwcnS. THRUST RESTRAINT BETWEEN PIPE JOINTS SHALL BE B,EBoA IRON SERIES /uuo �� �� Finish grade to allow 0.4' min, 1.0' max, fall from property line to back of curb, Minimum 35^ Behind Bock Of Curb Or Edge of Pavement | \3b^ SECTION / sidewalk PLANNING Sewer Main-/ C| E/\KJ[l||7- [lE7-/\|| Flow ----~� Topped nvnoo-^~ | Ball vu/.e 90* Bross m- ^ Resilient Seat os& ,ual°" Flanged Tee � � ~te . -P1ug F 1 »�� (See Note) [*I~ o CLEANOUT PLUG DETAIL NOTE: Cleanout plug to be U.S. Foundry 7621 or equal. CITY OF CLEARWATER, FLORIDA ENGINEERING DEPARTMENT REDRAM BY CHECKED BY CLEAN OU "- -'% ') DAIE DESCRFMM App. APPROVED BY 10 M-A 0 0 -t:� Flow TYPICAL COMPOUND WATER METER SET 1. 0 S & Y Valve Handles will be Chained and Locked. 2. Meter Sets will be Pointed After Installation. 3. Bypass Pipe & Fittings Shall be Threaded Bross. APPROVED R.P. DEVICES APPROVED DOUBLE—CHECK VALVES Ames 5000 SS Ames 2000 SS NM 11,10. Watts Model 909 or 009 Watts Model 709 or 007 405 Conbroco, 40200 Conbroco 40100 TYPICAL VALVE SETTING CITY OF CLEARWATER, FLORIDA PUBLIC WORKS ADMINISTRATION ENGINEERING 9/A' — PUBLIC WORKS ADMI1 ENGINEERIN TYPICAL COMP ly WATER METER xmn n.ts. q.. ORIGINAL Elf- Adjustable Valve Box When Valve �� � �> ���D - �- '--'-' o set Base on 10-Cnmmon Brick. | o Cm ^0 AUG 13 2007 ma| WE | »E50I | mp rP,N :~ 1m'4 � UJ lu ED I Lu III w Of UJ <� �� IL ASSOCIATES, INC. Directed by the City Engineer CITY OWNED HOMEOWNER OWNED 701 ENTERPRISE ROAD E, STE 404 AND MAINTAINED AND MAINTAINED SAFETY HARBOR, FL 34695 ANY VARIANCE MUST HAVE WRITTEN EB 9351 - LC 2600212 APPROVAL OF THE CITY ENGINEER. CITY OF CLEARWATER, FLORIDA PUBUC WORKS ADMINISTRATION ENGINEERING 4 _ CHEMED BY DETAIL C) 7/133 U. C.D. II R/W DES994ED By REV. DATE DESCRPT)ON APP. 3 Sewer Main-/ C| E/\KJ[l||7- [lE7-/\|| Flow ----~� Topped nvnoo-^~ | Ball vu/.e 90* Bross m- ^ Resilient Seat os& ,ual°" Flanged Tee � � ~te . -P1ug F 1 »�� (See Note) [*I~ o CLEANOUT PLUG DETAIL NOTE: Cleanout plug to be U.S. Foundry 7621 or equal. CITY OF CLEARWATER, FLORIDA ENGINEERING DEPARTMENT REDRAM BY CHECKED BY CLEAN OU "- -'% ') DAIE DESCRFMM App. APPROVED BY 10 M-A 0 0 -t:� Flow TYPICAL COMPOUND WATER METER SET 1. 0 S & Y Valve Handles will be Chained and Locked. 2. Meter Sets will be Pointed After Installation. 3. Bypass Pipe & Fittings Shall be Threaded Bross. APPROVED R.P. DEVICES APPROVED DOUBLE—CHECK VALVES Ames 5000 SS Ames 2000 SS NM 11,10. Watts Model 909 or 009 Watts Model 709 or 007 405 Conbroco, 40200 Conbroco 40100 TYPICAL VALVE SETTING CITY OF CLEARWATER, FLORIDA PUBLIC WORKS ADMINISTRATION ENGINEERING 9/A' — PUBLIC WORKS ADMI1 ENGINEERIN TYPICAL COMP ly WATER METER xmn n.ts. q.. ORIGINAL Elf- Adjustable Valve Box When Valve �� � �> ���D - �- '--'-' o set Base on 10-Cnmmon Brick. | o Cm ^0 AUG 13 2007 ma| WE | »E50I | mp rP,N :~ 1m'4 � UJ lu ED I Lu III w Of UJ <� �� V4 7 135 87,5' CLEARANCE WETLANDS PLANTING —3 220 VA SP 14 -ov LIVIG TO EXISTING FIRE HYDRANT 2 (PREVIOUSLY APPROVED) ov MG 13 1 105 ov 3 HIB 3 LIN LIN N 7 SR ism NN + -CO AND __--DEC0RATlVF -omAs,aENCH -SCA�,, LANDSCAPEJ 3 vo.1 rs -SE R r"4 N GEORGIA STREET SR SQRGIA STREET HIB A M. BLACK P0yvVM--00Kl- �1�1 78 Sp 155 187 7117 40' R/W 72 \4U T W V NCRETF, I$AAR TJN LIN xlV EWA Px IX TJN -'a NE- SY..pi'ATT, PAVER 8AND, OF-D&AM Ix 'U -Cl 'HAL -ONF -:C-A�L • el lv� WRF E 14 LEARANCE LANDSCAPETORMS TRAS� NEC X & .-STRAP PA E_ �,"GROTTO Powo + + CO T: FiN Nv �v i c 3+3 TJN 2 5 < DT WB 1 4 p 5 IX LH S m K 5 P', - 06 3 VA 1 65 1 �a. -35"SS, 3 DT 1+1 1 f 357 PL X, BNS PD "A' A 1 10 1 D 3 p F 137 ET At L 25 4 RDD SR XN I RI 30 ON TRELLIS 3 Ix LJT LOS a" 18 JAT 100 TOWER L MG TJN 3 ON TRELLIS 3 ........... 0 JAT 18 Os -V R 15+15 LM —CM —G ARC 10 PAKING G 3 "Al 11,11 GGE SR ivs PD R, t f,�:s tv 5 3 NFU Lli 6 PL > WETLANDS PLANTING < RE IX (PREVIOUSLY APPROVED) 9 -4 H S i7E=UsLJ Z 25 v IX PD 14 -y',\ • 1+1 3 2 ZFU 7. EARAN6r PD LIN g\ NA PEI—\ _0 L2K N �v, b n.6%\ �ix a" ,ov VA 3+3 k, CA ......... 1+1 j. 4, "T 23 . ............. .............. ... LIN TOWER2 30 —4 11+11 HES 33 EE 17 Px 2 S Px N r F 77 11 Imom: mm m �m CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING KEITH ZAYAC & ASSOCIATES, INC. ( 7 2 7 ) 7 9 3 - 9 8 8 8 701 ENTERPRISE ROAD E, STE 404 SAFETY HARBOR, FL 34695 LEGEND (TYP.) TYPICAL PROJECT BOUNDARY OVERHANG/FLOOR ABOVE STREETLIGHT— PROGRESS ENERGY TO MATCH DOWNTOWN CLEARWATER STREETSCAPE LIGHTING FIXTURES LANDSCAPE FORMS PH 'SCARBOROUGH' MODEL 0 TRASH RECEPTACLE — LANDSCAPE FORMS 'SCARBOROUGH' MODEL nruvu BIKE RACK — LANDSCAPE FORMS 'SCARBOROUGH' MODEL u BOLLARD — LANDSCAPE FORMS 'SCARBOROUGH' MODEL Imom: mm m �m CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING KEITH ZAYAC & ASSOCIATES, INC. ( 7 2 7 ) 7 9 3 - 9 8 8 8 701 ENTERPRISE ROAD E, STE 404 SAFETY HARBOR, FL 34695 RE 0 PH �m4 0 u 0 u RE .a t ��� .5, z 0 0 C:) 0 RE u■ REMOVE -O r LEAVE 12" MIN. OF -r r GROWTH. MLL, Q i :]."1,1u i TIMES WIDTH OF ROOTBALL • 3" MULCH LAYER r r a Q BEDLINE OR PAVEMENT EDGE MIN, 18" FROM EDGE OF BEDLINE TO EDGE OF PLANT. Ll r •, -s• ct. '� , �! '� �� DETAIL i.. OSMACOTE TIME RELEASE FERTILIZER APPLIED PER NOTE: CENTER TO CENTER SPACING (OC) VARIES FOR DIFFERENT PLANT SPECIES. SPACE EACH VARIETY OF PLANT EQUALLY IN PLANTING AREAS KEEP MULCH 6" AWAY FROM BUILDING WALL r 1116 ` 1 CIVIL ENGINEERING GENERAL IRRIGATION NOTES TRUNK SHALL BE FREE OF SCARS, LANDSCAPE ARCHITECTURE 1. The Contractor shall provide a fully functional irrigation system as shown on the 1 • All plant material to be Florida #1 or better quality, as specified in the current PLANNING Plans. Irrigation heads shall provide 100% coverage of the area to be irrigated. URN MARKS, AND BOOTS. edition of the IFAS'Grades and Standards for Nursery Stock'. 2. The source of water for the irrigation system shall be: 2. Sizes specified in the Plant Material Schedule are to be considered the minimum 3. The Contractor shall field verify the capability of the wAt /�o�P E@rVATER METER size of the plant to be installed. minimum pressure ( PSI) and volume ( GPM) to operate the irrigation systems 3• Tree caliper measurements shall be taken at 6 inches above natural grade. UJ as designed. In the EPAnt of discrepancieg�ontact the Landscape Architect prior to Diameter breast height (DBH) measurements to be taken at 4.5 feet above installation. natural grade. 4. Z 4. The Plant Material Schedule included with the Plans is provided only for the Landscape Architect, (727) 343 -1809. Contractor's convenience; it shall not be construed as to conflict or predominate 5. All necessary permits are to be provided by the installing contractor for work shown over the Plans. p t b t conflict If a conc between e ans an d Plans the th Specifications exists, the S h on the Plans (Including Right of Way Use Permits - unless otherwise specifically Plans shall predominate and be considered the controlling document, UUJ stated in the Specifications). 5. In the event of discrepancies in the quantities shown on the Bid Form and those KEITH 6. All components of the proposed irrigation system shall meet the federal, state and shown on the Plans, the Contractor shall bid the quantity shown on the Bid Form ASSOCIATES. ® and provide a note as to the quantity shown on the Plans. NOTE: In an effort to create graphic clarity, irrigation mainline, lateral line, valves and other 6. Contractor shall provide documentation of plant 'variety when specified. Plants INC. O components of the irrigation system may be shown in paved areas or inside specified by Genus and Species alone shall not require documentation. STAKE ONLY THE FOLLOWING: buildings on the Plans. These components are to be installed in appropriate 7. All materials shall be installed as specified on the Plans. If material and labor do ( 7 2 7 ) 7 9 3 - 9 8 8 8 O w not adhere to the Details and Specifications, they will be rejected by the 1. PALMS REQUIRING SUPPORT TO MAINTAIN The Contractor shall be responsible for verification and protection of all underground Landscape Architect with proper installation carried out by the Landscape 701 ENTERPRISE ROAD E, STE 404 and overhead utilities. Contractor at no additional cost. SAFETY HARBOR, FL 34695 PLUMB POSITION. The Contractor shall review the Landscape Plans prior to installing the irrigation 8. All necessary permits are to be provided by the installing contractor for work system. Coordinate installation locations of pipes, valves and other equipment with shown on the Plans (unless otherwise specifically stated in the Specifications or 2. PALMS IN POTENTIALLY HAZARDOUS the installation locations of trees and shrubs. Bid Documents). EITHZAYAC.0 10. As -Built drawings are to be provided by the Contractor. Drawings shall be on Owner 9• - ffEB SITUATIONS. furnished base plans in hard copy or electronic versions. Contractor shall note all underground and overhead utilities. Plant material shown on the Plans that 9 9351 a LC 2640212 deviations from the Irrigation Plans as noted in Section 32 8423 of the Specifications. conflict with the utilities shall be brought to the attention of the Landscape 11. Mainline is to be installed with a minimum of 18" depth of cover, and lateral lines are CONTRACTOR ASSUMES RESPONSIBILITY OF to be installed with a minimum of 12" depth of cover. 10. The Owner or Owners Representative shall provide site grading to within 0.1 foot 12. Sleeving is to be provided by the Contractor (unless otherwise specifically stated in of finish grade. The Contractor shall provide fine grading to produce a positive INSURING THAT ALL PALMS ARE STAKED AND SECURED the Specifications or Bid Documents). drainage condition on the site. Surface water shall be directed to engineered 13. The Contractor shall provide operating maintenance instructions and operation drainage structures /swales with smooth grading transitions. Debris larger than y TO PROVIDE A SAFE CONDITION manuals to the Owner prior to acceptance of the project. 1.5 inches shall be removed from surface of landscape beds and sodded areas. 14. Owner shall provide 110 Volt power to the controller location. Electrical connection 11 • All plant material shall be installed and maintained in the highest standard of Z from power source to control clock is to be provided by the Contractor (unless in workmanship and in accordance with the Details and Specifications. Plant material shall be maintained by the Contractor until Final Acceptance is U p otherwise specifically stated the Specifications or Bid Documents). Contractor granted 4 shall coordinate installation location of control clock with Owner or Owners CONTRACTOR TO REMOVE TREE STAKES w Representative. 12. All B&B trees shall have strings, twine, rope removed from the top of the basket. 15. Exact well and pump locations shall be coordinated with the Owner or Owner's All flagging tape, identification tags, and other objects shall be removed from the SIX MONTHS AFTER PLANTING UNLESS Representative prior to installation. The Owner shall provide power to the pump plant material prior to calling for a Substantial Completion inspection. � location. Contractor shall coordinate voltage and phase of available power with the 13. Mulch shall be Grade 'B' Cypress. Sod shall be St. Augustine'Floratam'. REMOVAL WILL CREATE UNSTABLE SITUATION. coordinate pump ordering lag time with the irrigation and landscape work schedules 14. The Contractor shall remove existing vegetation necessary to complete the work to ensure timely supply of water to the project site. (NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY) shown on the plans. Use of herbicide shall be in accordance to manufacturers 16. Contractor shall install an inline 120VAG recommendations and supervised by licensed applicators. The Contractor is power source and the controller. Ground each controller to a 5/8" x 8' copper clad NO CURVATURE BEYOND THE ground rod with AWG #6 bare solid copper wire. A proper ground shall have 10 to ensure that re- growth does not occur. M ohms or less resistance to earth. Use of multiple ground rods may be necessary t 15. MIDPOINT OF CLEAR TRUNK achieve the desired resistance reading. for egress shall be kept clear of debris. Debris generated by the work shown on 17. Contractor shall label location and head type for each zone in the irrigation system MIDPOINT OF CLEAR TRUNK on the inside of the controller door. Suggested zone run time shall be indicated. All 16. The Contractor shall provide a replacement warranty of the trees for one year and zone valves shall have permanent tags attached to the valve corresponding to the shrub /groundcover for three months from Final Acceptance (phased projects number of the zone on the controller. may be accepted at completion of individual phases). 18. Control Clocks shall be programmed to include a watering schedule that provides 1" 17. 5 LAYERS OF BURLAP, . of water perweekduring the months April to November and provides 1" of water O X every two weeks during the months December to March. The zone run time shall be 5 - 2 "x4" x16" v sequenced for the local watering restrictions as Program'A'. Program'[' shall be set 18. J `" a as the water establishment period watering schedule in cooperation with the WOODEN BATTENS, CONNECTED WITH 19. Landscape Contractor. The rain shut -off device shall be installed to meet local codes. Contractor shall locate ®19. Owner shall obtain right -of -way permits for all work taking place in the street Brick K C device so that obstructions do not alter the accurate monitoring of rainfall at the 2 - 3/4" STEEL BANDS. project site. All wiring to the device shall be enclosed in 1/2" PVC electrical conduit. r _. 20. 12" pop -up spray (or rotor) heads shall be installed in all groundcover beds and masses of shrubs not exceeding 22 inches height. ®20. Sidewalks and sidewalk ramps adjacent to or a part of the project shall conform W to City of Clearwater Contract Specifications and Standards Index #109, ILL 21. 6" pop -up spray heads shall be installed in all turf areas. Rotor heads in turf areas to including the A.D.A. requirements (truncated domes per FDOT Index #304). 0 <� be 6" pop -ups with the exception of Hunter PGP Series (4 "). � 21 • All vertical obstuctions constructed within this project shall maintain a two foot � ''�+ 22. All Hunter PGJ and PGP Rotor and Spray heads shall have heavy walled PVC IPS horizontal clearance from the face of curb. flex pipe for the connection between lateral line and each head. Provide adequate slack for minor head adjustment. All Hunter 1-25 Rotor heads shall have rigid PVC ® 22. All tree grates installed within this project shall meet the minimum dimensional swing joints. See Details for Shrub Riser and 12" pop -up head applications. requirements for access as specified in the A.D.A. Standards for Accessible E W Design.; 2 "X4" WOOD BRACE 23. The Contractor shall adjust all heads to provide optimum coverage and minimize overthrow onto paved surfaces. Adjustable nozzles shall be used in areas where s (MIN. OF 3) TOENAIL TO BATTEN. fixed spray patterns will result in overthrow onto paved surfaces. Adjust valves to FERTILIZATION SCHEDULE Z 24. ® 1 • All plant material shall be fertilized upon installation but prior to mulching. Plant p p p g , CONTRACTOR MAY MODIFY STAKING AS REQUIRED material adjacent to open bodies of water shall be mulched immediately ¢ o � w Z J 2 installed 2" below the bottom of the valve. Valve boxes shall be installed so that the following fertilization to reduce translocation of the granules. �- E- ¢ U 0 Z top of the box is no more than 1.5 inch above finish grade and set parallel to the TO ACCOMMODATE FIELD CONDITIONS, WITH PRIOR Fertilizer shall be Scotts Osmocote'Classic' 19 -6 -12 in the twelve(12) month o o w surrounding grade. release formulation. Contractor may use the Standard or Lo -Start mixes a _r 25. All 24 Volt control wiring shall be UL Listed, single strand, Type OF 600 Volt control WRITTEN APPROVAL FROM LANDSCAPE ARCHITECT cable. Common wires to be white,AWG #12 or larger wire. Hot wires to be red, AWG 3• Each containerized plant shall receive fertilization at the rates shown for each #14 or larger wire. Spare wires to be any color wire except green, red or white, AWG - ` 3" MULCH LAYER #14 or larger wire. Osmocote'Classic' 19 -6 -12 fertilizer. `y r J IIII- 111111- 111111 -1111 111111- :: : ':. - :11111 = 111111 =lei UNDISTURBED SOIL 111111- - -11111 111111II -11111 . 11111= 26. All splices to the 24 Volt control wiring shall be made with King Technology (King 6) 1 Gallon Container 15 plants per cup EIIIIII NATIVE SOIL BACKFILL. nn =m - 111111= 111111= = 111111 nlnl_nnn 111111 -olio- lion - nine -Hilo- = 111111= 111111 = 111111= 111111 = 111111 3 Gallon Container 1/4 cup 111111= 111111- 111110IIIIIISIHIM 111111 -111 \�_TERTILIZER TIMES THE WIDTH OF THE ROOT ALL IME RELEASE OSMACOTE 27. Shrub risers shall only be installed in hedges or mass plantings abutting vertical APPLIED AS PER 7 Gallon Container 112 cup LL MANUFACTURER'S RECOMMENDATION Q i :]."1,1u i TIMES WIDTH OF ROOTBALL • 3" MULCH LAYER r r a Q BEDLINE OR PAVEMENT EDGE MIN, 18" FROM EDGE OF BEDLINE TO EDGE OF PLANT. Ll r •, -s• ct. '� , �! '� �� DETAIL i.. OSMACOTE TIME RELEASE FERTILIZER APPLIED PER NOTE: CENTER TO CENTER SPACING (OC) VARIES FOR DIFFERENT PLANT SPECIES. SPACE EACH VARIETY OF PLANT EQUALLY IN PLANTING AREAS KEEP MULCH 6" AWAY FROM BUILDING WALL r 1116 ` 1 MAI i A r LANDSCAPEARCHITECTLIRE URMN DESIGN CIVIL ENGINEERING GENERAL IRRIGATION NOTES GENERAL LANDSCAPE NOTES LANDSCAPE ARCHITECTURE 1. The Contractor shall provide a fully functional irrigation system as shown on the 1 • All plant material to be Florida #1 or better quality, as specified in the current PLANNING Plans. Irrigation heads shall provide 100% coverage of the area to be irrigated. edition of the IFAS'Grades and Standards for Nursery Stock'. 2. The source of water for the irrigation system shall be: 2. Sizes specified in the Plant Material Schedule are to be considered the minimum 3. The Contractor shall field verify the capability of the wAt /�o�P E@rVATER METER size of the plant to be installed. minimum pressure ( PSI) and volume ( GPM) to operate the irrigation systems 3• Tree caliper measurements shall be taken at 6 inches above natural grade. as designed. In the EPAnt of discrepancieg�ontact the Landscape Architect prior to Diameter breast height (DBH) measurements to be taken at 4.5 feet above installation. natural grade. 4. All questions concerning the Plans, Details or Specifications shall be directed to the 4. The Plant Material Schedule included with the Plans is provided only for the Landscape Architect, (727) 343 -1809. Contractor's convenience; it shall not be construed as to conflict or predominate 5. All necessary permits are to be provided by the installing contractor for work shown over the Plans. p t b t conflict If a conc between e ans an d Plans the th Specifications exists, the S h on the Plans (Including Right of Way Use Permits - unless otherwise specifically Plans shall predominate and be considered the controlling document, stated in the Specifications). 5. In the event of discrepancies in the quantities shown on the Bid Form and those KEITH 6. All components of the proposed irrigation system shall meet the federal, state and shown on the Plans, the Contractor shall bid the quantity shown on the Bid Form ASSOCIATES. local codes, regulations and ordinances concerning irrigation construction. and provide a note as to the quantity shown on the Plans. 7. In an effort to create graphic clarity, irrigation mainline, lateral line, valves and other 6. Contractor shall provide documentation of plant 'variety when specified. Plants INC. components of the irrigation system may be shown in paved areas or inside specified by Genus and Species alone shall not require documentation. buildings on the Plans. These components are to be installed in appropriate 7. All materials shall be installed as specified on the Plans. If material and labor do ( 7 2 7 ) 7 9 3 - 9 8 8 8 landscape areas to carry out the intent of the Plans, not adhere to the Details and Specifications, they will be rejected by the 8. The Contractor shall be responsible for verification and protection of all underground Landscape Architect with proper installation carried out by the Landscape 701 ENTERPRISE ROAD E, STE 404 and overhead utilities. Contractor at no additional cost. SAFETY HARBOR, FL 34695 9. The Contractor shall review the Landscape Plans prior to installing the irrigation 8. All necessary permits are to be provided by the installing contractor for work system. Coordinate installation locations of pipes, valves and other equipment with shown on the Plans (unless otherwise specifically stated in the Specifications or the installation locations of trees and shrubs. Bid Documents). EITHZAYAC.0 10. As -Built drawings are to be provided by the Contractor. Drawings shall be on Owner 9• The Contractor shall be responsible for verification and protection of all ffEB furnished base plans in hard copy or electronic versions. Contractor shall note all underground and overhead utilities. Plant material shown on the Plans that 9 9351 a LC 2640212 deviations from the Irrigation Plans as noted in Section 32 8423 of the Specifications. conflict with the utilities shall be brought to the attention of the Landscape 11. Mainline is to be installed with a minimum of 18" depth of cover, and lateral lines are Architect prior to installation. to be installed with a minimum of 12" depth of cover. 10. The Owner or Owners Representative shall provide site grading to within 0.1 foot 12. Sleeving is to be provided by the Contractor (unless otherwise specifically stated in of finish grade. The Contractor shall provide fine grading to produce a positive the Specifications or Bid Documents). drainage condition on the site. Surface water shall be directed to engineered 13. The Contractor shall provide operating maintenance instructions and operation drainage structures /swales with smooth grading transitions. Debris larger than manuals to the Owner prior to acceptance of the project. 1.5 inches shall be removed from surface of landscape beds and sodded areas. 14. Owner shall provide 110 Volt power to the controller location. Electrical connection 11 • All plant material shall be installed and maintained in the highest standard of Z from power source to control clock is to be provided by the Contractor (unless in workmanship and in accordance with the Details and Specifications. Plant material shall be maintained by the Contractor until Final Acceptance is U p otherwise specifically stated the Specifications or Bid Documents). Contractor granted 4 shall coordinate installation location of control clock with Owner or Owners by the Owner. Representative. 12. All B&B trees shall have strings, twine, rope removed from the top of the basket. 15. Exact well and pump locations shall be coordinated with the Owner or Owner's All flagging tape, identification tags, and other objects shall be removed from the H Representative prior to installation. The Owner shall provide power to the pump plant material prior to calling for a Substantial Completion inspection. � location. Contractor shall coordinate voltage and phase of available power with the 13. Mulch shall be Grade 'B' Cypress. Sod shall be St. Augustine'Floratam'. local electrical utility and the Owner prior to ordering of the pump. Contractor shall coordinate pump ordering lag time with the irrigation and landscape work schedules 14. The Contractor shall remove existing vegetation necessary to complete the work to ensure timely supply of water to the project site. shown on the plans. Use of herbicide shall be in accordance to manufacturers 16. Contractor shall install an inline 120VAG recommendations and supervised by licensed applicators. The Contractor is power source and the controller. Ground each controller to a 5/8" x 8' copper clad solely responsible for the means to remove existing vegetation and responsible ground rod with AWG #6 bare solid copper wire. A proper ground shall have 10 to ensure that re- growth does not occur. M ohms or less resistance to earth. Use of multiple ground rods may be necessary t 15. The Contractor shall keep a neat and orderly job site. Paved surfaces necessary achieve the desired resistance reading. for egress shall be kept clear of debris. Debris generated by the work shown on 17. Contractor shall label location and head type for each zone in the irrigation system the Plans shall be removed from the site. on the inside of the controller door. Suggested zone run time shall be indicated. All 16. The Contractor shall provide a replacement warranty of the trees for one year and zone valves shall have permanent tags attached to the valve corresponding to the shrub /groundcover for three months from Final Acceptance (phased projects number of the zone on the controller. may be accepted at completion of individual phases). 18. Control Clocks shall be programmed to include a watering schedule that provides 1" 17. Sod shall be laid with tight joints. Sodded areas shall be rolled within three days . of water perweekduring the months April to November and provides 1" of water after installation. Contractor shall apply proper irrigation water prior to rolling to X every two weeks during the months December to March. The zone run time shall be insure proper soil /root contact but not produce indentations from pedestrians. v sequenced for the local watering restrictions as Program'A'. Program'[' shall be set 18. All questions concerning the Plans, Details, or Specifications shall be directed to `" a as the water establishment period watering schedule in cooperation with the the Landscape Architect, (727 -343 - 1809). 19. Landscape Contractor. The rain shut -off device shall be installed to meet local codes. Contractor shall locate ®19. Owner shall obtain right -of -way permits for all work taking place in the street Brick K C device so that obstructions do not alter the accurate monitoring of rainfall at the right -of -way. paver sidewalks shall be constructed with pavers of the same types and colors as used and approved by the Planning Department on the project site. All wiring to the device shall be enclosed in 1/2" PVC electrical conduit. Cleveland Street Streetscape project. _. 20. 12" pop -up spray (or rotor) heads shall be installed in all groundcover beds and masses of shrubs not exceeding 22 inches height. ®20. Sidewalks and sidewalk ramps adjacent to or a part of the project shall conform W to City of Clearwater Contract Specifications and Standards Index #109, E -i W 21. 6" pop -up spray heads shall be installed in all turf areas. Rotor heads in turf areas to including the A.D.A. requirements (truncated domes per FDOT Index #304). 0 <� be 6" pop -ups with the exception of Hunter PGP Series (4 "). � 21 • All vertical obstuctions constructed within this project shall maintain a two foot � ''�+ 22. All Hunter PGJ and PGP Rotor and Spray heads shall have heavy walled PVC IPS horizontal clearance from the face of curb. flex pipe for the connection between lateral line and each head. Provide adequate slack for minor head adjustment. All Hunter 1-25 Rotor heads shall have rigid PVC ® 22. All tree grates installed within this project shall meet the minimum dimensional swing joints. See Details for Shrub Riser and 12" pop -up head applications. requirements for access as specified in the A.D.A. Standards for Accessible E W Design.; 23. The Contractor shall adjust all heads to provide optimum coverage and minimize overthrow onto paved surfaces. Adjustable nozzles shall be used in areas where fixed spray patterns will result in overthrow onto paved surfaces. Adjust valves to FERTILIZATION SCHEDULE Z 24. prevent misting from heads. Valve boxes shall be sized to accommodate installation and maintenance of zone 1 • All plant material shall be fertilized upon installation but prior to mulching. Plant p p p g 0 Lu a 0 valve(s). The valve box shall have a 3" deep layer of 1/2" diameter gravel as a sump material adjacent to open bodies of water shall be mulched immediately ¢ o � w Z J 2 installed 2" below the bottom of the valve. Valve boxes shall be installed so that the following fertilization to reduce translocation of the granules. �- E- ¢ U 0 Z top of the box is no more than 1.5 inch above finish grade and set parallel to the 2. Fertilizer shall be Scotts Osmocote'Classic' 19 -6 -12 in the twelve(12) month o o w surrounding grade. release formulation. Contractor may use the Standard or Lo -Start mixes a _r 25. All 24 Volt control wiring shall be UL Listed, single strand, Type OF 600 Volt control depending on the level of existing fertilizer from plant nursery applications. cable. Common wires to be white,AWG #12 or larger wire. Hot wires to be red, AWG 3• Each containerized plant shall receive fertilization at the rates shown for each #14 or larger wire. Spare wires to be any color wire except green, red or white, AWG container size. One (1) cup equals two hundred eighty (280) grams of Scotts m #14 or larger wire. Osmocote'Classic' 19 -6 -12 fertilizer. 26. All splices to the 24 Volt control wiring shall be made with King Technology (King 6) 1 Gallon Container 15 plants per cup silicone filled safety connectors. 3 Gallon Container 1/4 cup 27. Shrub risers shall only be installed in hedges or mass plantings abutting vertical 7 Gallon Container 112 cup LL walls or objects and not extend more than 6" above the height of the shrubs. In no 15 Gallon Container 3 4 cup LU case shall risers be installed directly adjacent to curbs, sidewalks or other vehicular 25 Gallon Container 1 -112 cups Z access ways. If risers are to be used in hedges abutting parking areas without 30 Gallon Container 1-3/4 cups 0 concrete wheel stops, they must be placed a minimum of 30 inches away from the 45 Gallon Container 2 -1/4 cups a edge of pavement to protect the riser from damage by vehicular overhang. All risers 65 Gallon Container 2-1/4 cups EE are to be painted black. 100 Gallon Container 3 cups 0 28. Mainline piping shall have thrust blocks sized and place in accordance with the pipe 4. Each balled and burlapped plant shall receive one half (0.5) cup of Scotts W manufacturer's recommendations. Thrust blocks shall be installed at all changes in Osmocote'Classic' 19 -6 -12 in the twelve (12) month release formulation for every UJ d irection, reduction in pipe size, valves, and end caps on the Mainline. caliper inch of trunk. One (1) cup equals two hundred eighty (280) grams of 29. Irrigation Systems designed with Reclaimed Water as the Source shall include purple Osmocote'Classic' 19 -6 -12 fertilizer. marking caps for all valve boxes, valves, quick couplers, hose bibs and spray or 5. Scotts Osmocote'Classic' 19 -6 -12 in the twelve (12) month release formulation o rotor heads. Purple pipe is not required but acceptable for installation. Rainbird shall be applied to sodded or seeded areas at a rate of ten (10) pounds per one o to PESB -PRS -D zone valves with self cleaning scrubber shall be used on all systems thousand (1000) square feet. r; connected to Reclaimed Water. MAI i A r LANDSCAPEARCHITECTLIRE URMN DESIGN