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FLS2005-04029; PLT2005-00012 Planning Department 100 learwater, South Myrtle Avenue Clearwater, Florida 33756 c6r?v ter C Telephone: 727-562-4567 Fax: 727-562-4865 ORIGINA ? SUBMIT ORIGINAL SIGNED AND NOTARIZED APPLICATION ? SUBMIT 14 COPIES OF THE ORIGINAL APPLICATION including 1) collated, 2) stapled and 3) folded sets of site plans ? SUBMIT APPLICATION FEE $ Z175 • CASE #: l -- ( -?:S oLC-U ?s DATE RECEIVED: RECEIVED BY (staff initials): ATLAS PAGE #: ZONING DISTRICT: LAND USE CLASSIFICATION: SURROUNDING USES OF ADJACENT . PROPERTIES: NORTH: SOUTH: WEST: EAST: J NOTE: 15 TOTAL SETS OF INFORMATION REQUIRED (APPLICATIONS PLUS SITE PLAN SETS) ORIGINAL FLEXIBLE STANDARD DEVELOPMENT APPLICATION (Revised 12/30/2004) - PLEASE TYPE OR PRINT -• A. APPLICANT, PROPERTY OWNER AND AGENT INFORMATION: (Code Section 4-202.A) APPLICANT NAME: J4MES L ANDE2S i 11.4,C&U ('oUR i 7-oiVmAtDrMF-° LLC MAILING ADDRESS: ZSdCv S MACbI/- C- 4VEAJUE? Syi rF A ., 7--4A1PA, FZ - ?C- 7- 4 PHONE NUMBER: CB/3) 9d2 - 0?9F3 FAX NUMBER: 4(?8 /3 ) 90'L- a,9-7 PROPERTY OWNER(S): SAME AS APhuC4N7 (Must include ALL owners as listed on the deed - provide original signature(s) on page 6) AGENT NAME: MAILING ADDRESS: PHONE NUMBER: FAX NUMBER: ~s?? CELL NUMBER: E-MAIL ADDRESS: AP 7nol; B. PROPOSED DEVELOPMENT INFORMATION: (Code Section 4-202.A) PLANNING & DEVELOPMENT STREET ADDRESS of subject site: 60'7 l.vb'AA/,f 41/EIJ11E SERVICES v . t LEGAL DESCRIPTION: BARS/IAf? it RRAIJDaaJ "S _Sl18 4QZ;S S- 4'& (if not listed here, please note the location of this document in the submittal) PARCEL NUMBER: /00so PARCEL SIZE: d • 314 82 AC = ! ?? !(o7 $1= (acres, square feet) PROPOSED USE(S) AND SIZE(S): 8 --wiIT :z0WAJ9.0twEceena uai ry (number of dwelling units, hotel rooms or square footage of nonresidential use) DESCRIPTION OF REQUEST(S): Sr'TE b&vFL0Ah1 Jr AP-ROV, 4L yy A?rnaLl.$H FX??i/l/t 'T re.4AJh Attach sheets and be specific when identifying the request (include all requested code deviations; e.g. reduction in required number of parking spaces, specific use, etc.) CIS%QdCT S Td(rJNHOrK?yrVl75 Page 1 of 6 - Flexible Standard Development Application 2005- City of Clearwater ti r t DOES THIS APPLICATION INVOLVE THE TRANSFER OF DEVELOPMENT RIGHTS (TDR), A PREVIOUSLY APPROVED PLANNED UNIT DEVELOPMENT, OR A PREVIOUSLY APPROVED (CERTIFIED) SITE PLAN? YES _ NO (if yes, attach a copy of the applicable documents) ? ORIGINAL C. PROOF OF OWNERSHIP: (Code Section 4-202.A.5) lii7 SUBMIT A COPY OF THE TITLE INSURANCE POLICY, DEED TO THE PROPERTY OR SIGN AFFIDAVIT ATTESTING OWNERSHIP (see page 6) D. WRITTEN SUBMITTAL REQUIREMENTS: (Code Section 3-913.A) lr Provide complete responses to the six (6) GENERAL APPLICABILITY CRITERIA- Explain how each criteria is achieved, in detail: 1. The proposed development of the land will be in harmony with the scale, bulk, coverage, density and character of adjacent properties in which it is located. `Tim ?=r,CC+1e-A??/?'T/a/ Nr-i6s/rr C'?vEiPAFEr /??t1j) ?JJS?TVOF?H?A?LS?O??A7z7WN?/DUSE [o/y?M(/?t1/T'?i ??/A/ C??Y/PL/AA/CCc- L?I.T/./ C_LFA,2fNArE2 ommual /sv?EVE(oP/11EJJTCc?DE, AND 4? C0#-51S7e./vr' w/rN 7f/ESuR,2oun10/MC A2r/4. 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. r/-FF EMPFOSED D?v?zoPi???ur 15 ALE?ELQYE P--rj h/rrEZ ySE/.v 7-1-lE6oWN7wwN DIS #cr, 4AI0 Co^ Xi --5' Lv/7W Ts/c S7-MJb.4RbC A,?l1? G@/7'92//4 S-` 007-P)4 rdE-Cc?AAW4TEQ _Cam /n?.u m? Tae=yFi?uP,mEiy i C?D? / 3. The proposed development will not adversely affect the health or safety or persons residing or working in the neighborhood of the proposed use. Cr/N6 AV,7W TNT Fao2/o,4 l4d1L/X1A16 40b---- 4uD 4L1L C/7z/ AW'b S7-A--c' lzr4?I-471 oNS/ 7Ni5 C,2i 7,-Z?/ A /S /nET, 4. The proposed development is designed to minimize traffic congestion. 7 He PROFt:6r- b L?VE[GP,Y1EiJ7- /S i>Z-51 6/V EO IN /7'H COQ 15?J71W1V c'&K-1T To 1AJ01AA1A 4V61JUe, 5. The proposed development is consistent with the community character of the immediate vicinity of the parcel proposed for development. //JADDi T/0%l 70CMrn t) /6* W1Ta 7-we Sr-4lubheb.S1:.->.e77/L(2de,P.ex/i 2oN/ti16 gAJb4"DQV Ts/E WoGb.SED tW--Vuto9/1 &-A. r /C me2E C0f15'r_<7F,?7-M)iTW raE uF?9 o 4W5r&aCT10" 1/J 7#C- SU0eR00A/01N6 4R&-A - 6. The design of the proposed development minimizes adverse effects, including visual, acoustic and olfactory and hours of operation impacts, on adjacent properties. 7aae EFrsc"(1Qec/!1/N/sr1/2E? 1.1/7/ A?'S'/1??AmHL DEV€ccpirt6a/i /NADD17-10AI, _71( GpCAL !7> z;ie, A115 2E77411 3711eES cu/e-L 8?.?/EF:r 9;211" 771G n/CW RES,D,5NiS ?T Provide complete responses to the applicable flexibility criteria for the speck land use as listed in each Zoning District to which the waiver is requested (use separate sheets as necessary) - Explain how each criteria is achieved, in detail: S?? s/Tr<K/JcD .v.4Ae -,-7vF 1 ? - i H LUIJ? Page 2 of 6 - Flexible Standard Development Application 2005- Cityll of Clear{i MNNiNG & DEVELOPMENT SERVICES - CI TY OF CLEARWATER ?I • • ORIGINAL E. STORMWATER PLAN SUBMITTAL REQUIREMENTS: (City of Clearwater Storm Drainage Design Manual and 4-202.A.21) A STORMWATER NARRATIVE MUST BE SUBMITTED WITH ALL APPLICATIONS. All applications that invol addition or modification of impervious surface, including buildings, must include a stormwater plan that demonstrates compliance with t City of Clearwater Storm Drainage Design Criteria manual. A reduction in impervious surface area does not qualify as an exemption this requirement. If a plan is not required, the narrative shall provide an explanation as to why the site is exempt. E 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 stonmwater control plan including all calculations and data necessary to demonstrate compliance with the City manual. ? Signature and seal of Florida Registered Professional Engineer on all plans and calculations. i( 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 R' Ack owledgement of stormwater plan requirements (Applicant must initial one of the following): Stormwater plan as noted above is included V Stormwater plan is not required and explanation narrative is attached. At a minimum, a grading plan and finished floor elevations shall b, 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) if 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; 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; N /A Er GRADING PLAN, as applicable; e 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; /V 14 G. SITE PLAN SUBMITTAL REQUIREMENTS: (Section 4-202.A) E Y' SITE PLAN with the following information (not to exceed 24" x 36"): All dimensions; ?i North arrow; Engineering bar scale (minimum scale one inch equals 50 feet), and date prepared; ! ; I a Location map; APR 2 8 2005 -- Index sheet referencing individual sheets included in package; ; I x Footprint and size of all EXISTING buildings and structures; EE y.? Footprint and size of all PROPOSED buildings and structures; PLANNING 8 DEVELOPMENT All required setbacks; SERVICES All existing and proposed points of access; All required sight triangles; _ C7 Y OF CLEARWATER Identification of environmentally unique areas, such as watercourses, wetlands, tree masses, and speciimeri" - - - -?-- trees, including description and location of understory, ground cover vegetation and wildlife habitats, etc; Page 3 of 6 - Flexible Standard Development Application 2005- City of Clearwater • • ORIGINAL 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. Z' SITE DATA TABLE for existing, required, and proposed development, in written/tabular form: Land area in square feet and acres; Number of EXISTING dwelling units; Number of PROPOSED dwelling units; Gross floor area devoted to each use; Parking spaces: total number, presented in tabular form with the number of required spaces; Total paved area, including all paved parking spaces and driveways, expressed in square feet and percentage of the paved vehicular area; Size and species of all landscape material; Official records book and page numbers of all existing utility easement; Building and structure heights; Impermeable surface ratio (I.S.R.); and Floor area ratio (F.A.R.) for all nonresidential uses. REDUCED SITE PLAN to scale (8'/3 X 11) and color rendering if possible; ? FOR DEVELOPMENTS OVER ONE ACRE, provide the following additional information on site plan: IV IA One-foot contours or spot elevations on site; Offsite elevations if required to evaluate the proposed stonnwater management for the parcel; All open space areas; Location of all earth or water retaining walls and earth berms; Lot lines and building lines (dimensioned); Streets and drives (dimensioned); Building and structural setbacks (dimensioned); Structural overhangs; Tree Inventory; prepared by a "certified arborist", of all trees 8" DBH or greater, reflecting size, canopy (drip lines) and condition of such trees. H. LANDSCAPING PLAN SUBMITTAL REQUIREMENTS: (Section 4-1102.A) ft'T LANDSCAPE PLAN: All existing and proposed structures; Names of abutting streets; Drainage and retention areas including swales, side slopes and bottom elevations; Delineation and dimensions of all required perimeter landscape buffers; Sight visibility triangles; Delineation and dimensions of all parking areas including landscaping islands and curbing; Proposed and required parking spaces; Existing trees on-site and immediately adjacent to the site, by species, size and locations, including driplines (as indicated on required tree survey); Plant schedule with a key (symbol or label) indicating the size, description, specifications and quantities of all existing and proposed landscape materials, including botanical and common names; Location, size, and quantities of all existing and proposed landscape materials, indicated by a key relating to the plant schedule; Typical planting details for trees, palms, shrubs and ground cover plants including instructions, soil mixes, backfilling, mulching and protective measures; Interior landscaping areas hatched and/or shaded and labeled and interior landscape coverage, expressing in both square feet and percentage covered; Conditions of a previous development approval (e.g. conditions imposed by the Community Development Board); Irrigation notes. Er REDUCED LANDSCAPE PLAN to scale (8'/z X 11) (color rendering if possible); ? IRRIGATION PLAN (required for level two and three approval); AIA ? 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 nqt be meI r w? b Page 4 of 6 - Flexible Standard Development Application 2005- City I APR 2 8 2005 Clearwater PLANNING & DEVELOPMENT SERVICES CITY OF CLEARWATER A • 0 ORIGINAL 1. BUILDING ELEVATION PLAN SUBMITTAL REQUIREMENTS: (Section 4-202.A.23) Required in the event the application includes a development where design standards are in issue (e.g. Tourist and Downtown Districts) or as part of a Comprehensive Infill Redevelopment Project or a Residential Infill Project. BUILDING ELEVATION DRAWINGS - all sides of all buildings including height dimensions, colors and materials; @--'REDUCED BUILDING ELEVATIONS - four sides of building with colors and materials to scale (8'Y2 X 11) (black and white and color rendering, if possible) as required. J. SIGNAGE: (Division 19. SIGNS / Section 3-1806) Ur- All EXISTING freestanding and attached signs; Provide photographs and dimensions (area, height, etc.), indicate whether they will be removed or to remain. Pe" 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). AI A ? Reduced signage proposal (8'Y2 X 11) (color), if submitting Comprehensive Sign Program application. ^114 K. TRAFFIC IMPACT STUDY: (Section 4-202.A.13 and 4-801.C) ? Include if required by the Traffic Operations Manager or his/her designee or if the proposed development: A/ ?A • 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. it 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. CAUTION - IF APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR A TRAFFIC IMPACT STUDY AND NONE HAS BEEN SUBMITTED, APPLICATION MUST BE RESUBMITTED AND SIGNIFICANT DELAY MAY OCCUR. If you have questions regarding these requirements, contact the City Public Works Administration Engineering Department at (727) 562-4750. L. SIGNATURE: I, the undersigned, acknowledge that all representations made in this application are true and accurate to the best of my knowledge and authorize City representatives to visit and photograph the property described in this aoDlication. STATE OF FLORIDA, COUNTY OF PINELLAS a16- Swor t and subscribed before me this day of 1[. A. D. 2005 to me and/off by ZAAW AAJD e-el who is personally knowrJ has produced as identification. Nota public, My commission expires: ,QLinda Dunkerlev APR 2 8 2005 . Page 5 of 6 - Flexible Stan'dar Development Application 2005- City of Clearwater PLANNING & DEVELOPMENT SERVICES CITY OF CLEARWATER December 18, 2005 BONM TMRY TRoY FAN INRURANCE, ING ORIGINAL CITY OF CLtARWATER APPLICATION FOR PLAT ?' ' EPAWR ? IER?~ PLANNING DEPARTMENT MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, 2- FLOOR PHONE (727)-5624567 FAX (727) 5624865 PROPERTY OWNER'S NAME _IA>HES G-s P12".S 0 U"OLD 60UfLr77>cuNi401Kgr ALG ADDRESS ZSbf`` S M41-bid-e--AVE , ,S07 F A i m -rnA4, F` 33?z9 PHONE NUMBER _ 66 ?SqA FAX NUMBER : c'e 13) 56 "L - 04 f 7 APPLICANTS NAME SA+>7E AS d,.yNE ADDRESS PHONE NUMBER FAX NUMBER AGENT NAME ADDRESS PHONE NUMBER FAX NUMBER : I, the undersigned, acknowledge that all representations made in this application are true and accurate tor the best of my knowledge. by 54mg5 &obWS, who is personally known to owner or representative STATE OF FLORIDA, COUNTY OF PINELLAS Sworn to and subscribed before me this/- day of InPr•? A.D.JV ?J o me and/or P?rse?vAU y ??wv me or has produced as identification. Not2fy Public . Lida Dunkerley my commission exp,* °1; ,; : MY COMMISSION # DD077042 December 18, 2005 '? of d BONDED THRU TROY FAIN INSURAIN vu, wcn ?,?? .vrca vuc rcw wnm ?r ra? nuaa uc auuunuc4. . The preliminary plat shall be prepared by a surveyor, architect, landscape architect or engineer drawn to a scale not smaller than 1: 100 and shall not exceed 24" X 36" and include the following information: NORTH ARROW, SCALE AND DATE; TITLE UNDER WHICH THE PROPOSED PLAT IS TO BE RECORDED; NAME, ADDRESS AND TELEPHONE NUMBER OF THE PERSON PREPARING THE PLAT, IDENTIFICATION CLEARLY STATING THAT THE DRAWING IS A PRELIMINARY PLAT; LEGAL DESCRIPTION OF THE PROPERTY WITH U.S. SURVEY SECTION, TOWNSHIP AND RANGE LINES; EXISTING AND PROPOSED RIGHTS-OF-WAY AND EASEMENTS; PROPOSED STREET NAMES; NAMES, APPROPRIATELY POSITIONED, OF ADJOINING PLATS; Page i & Associates, Inc. Land Planners Civil Engineers Land Surveyors Landscape Architects Construction Inspectors Geotechnical Engineers Environmental Scientists 6402 W. Linebaugh Ave. Suite A Tampa, FL 33625 Phone: 1.813.882.4815 Fax: 1.813.882.3808 www.burcawinc.com ORIIINAL' .? ? W.. L APR 99 2005 April 29, 2005 City of Clearwater Planning Department 100 S. Myrtle Avenue Clearwater, Florida 33756 RE: Harold Court Villas, Phase 2 Preliminary Plat Application 607 Indiana Avenue PLANNING DEPA,RVIENT OILY OF CLEARINA2%, Please find enclosed fifteen (15) copies each of the preliminary plat and Application for Plat Approval for the above-referenced project. Also included is a check in the amount of $600 to cover review fees. The proposed project was submitted for Flexible Standard Development review Thursday, April 28, 2005. If you have any questions or need additional information, please call Matthew Campo, P.E. or me at (813) 882-4815. Sincerely, BURCAW AND ASSOCIATES, INC. Brian S. Wilkes, E.I. Project Engineer cc: Harold Court Townhomes, LLC File 05670 PR a ORlGI,L & 'Associates, Inc. Apri126, 2005 Land Planners Civil Engineers City of Clearwater r Land Surveyors Planning Department (` -?- - 100 S. Myrtle Avenue s, Landscape Architects APR 8 Z?QS.. Clearwater, Florida 33756 r l,,) Construction Inspectors Geotechnical Engineers PLANNING & DEVELOPMENT RE: Harold Court Villas SERVICES Environmental Scientists Phase 2 C1 Ty OF CLEARWATER Flexible Standard -Development Appliatfun- 607 Indiana Avenue On behalf of our client, we are submitting this application for Flexible Standard Development for the above referenced site.. Please find `enclosed the following documents for your review: 'Fifteen (15) copies of the Flexible Standards Application'. • Fifteen (15) copies of the Project Narrative, • Fifteen ,(l5) sets of construction drawings, • Fifteen (15) copies of the: construction drawings on 8-1/2x11, Fifteen (15) sets of the Survey, • Fifteen (15) copies of`the Building Elevations on l 1x17, • Fifteen (15) copies'of the Building Elevations on 8-1/2 x 1.1, • Fifteen (15) copies of the Stormwater Management Report; ' • Fifteen (15) copies of SWFWIVID submittal-letter, • A check for $475 to cover the application submittal fee.. A copy of the deed showing ownership will be sent in a timely manner. The project consists of an 8-unit townhome community in the.Downtown District on the northeast corner of Indiana Avenue and Harold Court. The stormwater runoff for the proposed townhome development will be. serviced by a single dry retention pond on the east side of the property. Water and sewer service will be supplied by the City of Clearwater. 6402W. Linebaugh Ave. Suite A Tampa; FL-33625 Phone: 1.813'882.4815 Fax: 1.813.884. X808 tiff cvw.burcaw*.com In accordance with Clearwater codes, a project narrative addressing the Downtown Design Guidelines is included for your review. The proposed project lies west and northwest of the previously permitted Harold Court Villas, and is designed in accordance with the,standards applied. to the permitted project. RIGIN AL & Associates,. Inc: Land Planners April 26, 2005 Civil Engineers Livid Survei'ors Landscape Architects Ms. Michelle Hopkins, P.E. ConstructiOn Inspectors SWFWMD Tampa Regulatory Office 7601 US Highway 301 N Geotechnical Engineers Tampa,.FL 33637 Environmental Scientists' RE. Harold Court Villas, Phase 2 Standard General ERP for Minor Systems Dear Ms. Hopkins:. Please find enclosed the following information to support the permitting .of the above referenced project: Five (5) copies of the ERP Application. Section A, • Five (5) copies of the ERP Application Section C, Five (5) copies of the ERP Application Section H; • Five (5) Sets of Construction Plans, • Five (5) copies of the Drainage report,with supplemental information; • Five (5) copies Draft HOA Documents The proposed project consists of an 8-unit townhome community on the, northeast corner of Indiana. Avenue and Harold Court. The project will be served by a single dry retention pond at the east side of the property and will discharge into the City of Clearwater's storm sewer system. No fee is being submitted with this application because the proposed project is a minor system less than 1/2 acre. If you have any questions or need additional information, please call Matthew Campo, P.E. or meat (813) 882-4815. Sincerely, BURCAW.AND ASSOCIATES, INC. `? _ _ - ----- _ r- -- -? . _ Brian S. Wilkes, E. I. Project Engineer APR 2- 8 2005 cc: Harold Court Villas, LLC i PLANNING File 05670 PR SERVICES 6402 W Linebaugh Ave. Cln'. OF CIEARWATER Suite 'A Tampa, FL 33625 Phone. 1.813:882::4815 . Fax: 1.813.882.3808 WWWburcawinc.com • 0 ORIGINAL F-IJJS2005-04029 607 INDIANA AVE Date Received: 04/28/2005 HAROLD COURT PHASE II ZONING DISTRICT: D LAND USE: CBD ATLAS PAGE: 295B PLANNER OF RECORD: NOT ENTERED D APR :? 8 2005 cLwcoversneet PLAMMIX'S DEPARZMEMT CftY 0 F CLE.A:?;?,?,a?' ; r Line Items: Receipt #: 1200500000000003772 Date: 05/02/2005 5/2/2005 8:22:07AM Tran Code Description Revenue Account No Amount Paid • PLT2005-00012 Preliminary Plat 010-341240 600.00 Line Item Total: $600.00 Payments: Method Payer Initials Check No Confirm No How Received Amount Paid Check HAROLD COURT TOWNHOMES R_D 1045 LLC In Person Payment Total: 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 1 600.00 $600.00 cReceipt.rpt r' CITY OF C LEARWATER t? PLANNING DEPARTMENT Rx?( POST OFFICE BOX 4748, CLEARWATER, FLORIDA 33758-4748 ,P 0 0 i MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 LONG RANGE PLANNING TELEPHONE (727) 562-4567 FAx (727) 562-4576 DEVELOPMENT REVIEW October 4, 2005 Mr. James Landers Harold Court Townhomes, LLC 2506 MacDill Avenue, Suite A Tampa, FL 33629 SITE PLAN APPROVED CASE # hS S'10qUZ, PLC' 200f-000 iZ CASE TYPE T:LS Y ^. DRC DATE CDB DATE SIGNATURE DATE 10 0 0 RE: Development Order regarding case FLS2005-04028/PLT2005-00012 at 607 Indiana Avenue (Harold Court II) Dear Mr. Landers: This letter constitutes a Development Order pursuant to Section 4-202.E of the Community Development Code. On June 30, 2005, the Development Review Committee (DRC) reviewed your application for Preliminary Plat and Flexible Standard development approval 'to construct eight townhomes, located in the Downtown (South Gateway) district with an increase to the maximum building height from 30 feet to 36 feet, per Section 2-902.C. The DRC recommended approval of the applications with the following bases and conditions: Bases for Approval: 1. The proposal complies with Attached Dwelling criteria under the provisions of Section 2-902.C; 2. The plan complies with General Applicability Criteria under the provisions of Section 3-913; 3. The proposal is in compliance with the Vision, Goals, Objects and Policies of the Clearwater Downtown Redevelopment Plan and the South Gateway character district; and 4. The proposed development is compatible with the surrounding area. Conditions of Approval: 1. That evidence of filing of a final plat with Pinellas County be submitted to Staff prior to the issuance of any building permits; 2. That the final building elevations including final colors and building/roof/window/trim/etc. material samples be submitted to Planning Staff, prior to issuance of a building permit, and be consistent with the elevations dated submitted April 28, 2005; BRIAN J. AUNGS'1', MAYOR FRANK HIBBARD, VICE MAYOR HOPI' H.a:\IILI'ON, COLINCILMEMBER BILI. JONSON, COUNCIL.\4ENIBER 1 CARLEN A. PEI'ERSEN, COUNCILNIENIBER sy "EQUAL EMPLOYMENT AND AFFIRM.KTIVE ACTION EMPLOYER" October 4, 2005 FLS2005/04029/PLT2005-00012 Page 2 3. That any future changes to the buildings (color, material, design, fencing, etc.) be reviewed and approved by the Planning Staff, 4. That all signage meet the requirements of Code and be architecturally-integrated with the design of the building with regard to proportion, color, material and finish as approved by Staff prior to the issuance of any sign permits; 5. That all proposed utilities (from the right-of-way to the proposed building) be placed underground. Conduits for the future undergrounding of existing utilities within the abutting right(s)-of-way shall be' installed along the entire site's street frontages prior to the issuance of a Certificate of Occupancy. The applicant's representative shall coordinate the size and number of conduits with all affected utility providers (electric, phone, cable, etc.), with the exact location, size and number of conduits to be approved by the applicant's engineer and the City's Engineering Department prior to the commencement of work; 6. That final storm water, plans be submitted to and approved by Storm water staff, prior to the issuance of a building permit; 7. That all utility equipment including but not limited to wireless communication facilities, electrical and water meters, etc. be screened from view and/or painted to match the building to which they are attached, as applicable prior to the issuance of a Certificate of Occupancy; 8. That all Fire Department requirements be met prior to the issuance of any permits including but not limited to the following: a. That a site plan indicating that all Fire Department Connections adjacent to any vehicular use areas be identified by a sign that states clearly reads, "No Parking, Fire Department Connection" designed in accordance with Florida Department of Transportation standards for information signage and be maintained with a clearance of 7.5 feet in front of and to the sides of the appliance as required per Florida Fire Prevention Code, 2001 Edition, modification to Section 3-5.6 of NFPA 1 be submitted to and approved by Staff; b. That a site plan that a site plan which includes signed and sealed drawings that have been prepared by or under the direction of an Engineer registered under F.S. 471.025 and F.S. Chapter 471 for all fire sprinkler systems as per Florida Building Code, 2001 Edition, Sec. 104.4.1.3 be submitted to and approved by Staff. 9. That Open Space and Recreation Impact Fees be paid prior to the issuance of any permits; and 10. That Transportation Impact Fees be paid prior to the issuance of the first Certificate of Occupancy. I concur with the findings of the Development Review Committee and, through this letter, approve your application for Flexible Standard Development with above 13 conditions. The approval is based on and must adhere to the site plan dated received August 15, 2005 and perspectives/elevations dated submitted April 28, 2005. Pursuant to Section 4-303, an application for a building permit shall be made within one year of Flexible Standard Development approval (October 4, 2006). All required certificates of occupancy shall be obtained within one year of the date of issuance of the building permit. Time frames do not change with successive owners. An extension of time may be granted by the 1 S: (Planning DepartmentlC D BlFles Standard (FLS)IPending Casesl2 -Reviewed and Pending Vndiana Ave 607 Harold Court Phase II (LMDR) JVYFLS2005-04029 Development Order.doc October 4, 2005 FLS2005/04029/PLT2005-00012 Page 3 Community Development Coordinator for a period not to exceed one year and only within the original period of validity. The Community Development Coordinator may approve an additional extension of time not to exceed one year for good cause shown and documented in writing. The coordinator must receive the request for this extension within the one-year period of validity after the original time extension. The Community Development Coordinator may approve an additional extension of time not to exceed on year for good cause shown and documented in writing. The coordinator must receive the request for this extension within the one-year period of the validity after the original extension. The issuance of this Development Order does not relieve you of the necessity to obtain any building permits or pay any impact fees that may be required. In order to facilitate the issuance of any permit or license affected by this approval, please bring a copy of this letter with you when applying for any .permits or licenses that require this prior development approval. If you have any questions, please do not hesitate to call John Schodtler, Planner I at 727-562-4547. Sincerely, Michael Delk, AICP Planning Director S: (Planning DepartmentIC D BIFlex Standard (FLS)IPending Casesl2 -Reviewed and Pendingllndiana Ave 607 Harold Court Phase 11(LMDR) JVSIFLS2005-04029 Development Order.doc 4. U C I T"Y OF C L E A Id. W A TE IR PLANNING DEPARTMENT POST OFFICE BOX 4748, CLEARWATER, FLORIDA 33758-4748 MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 LONG RA TELEPHONE (727) 562-4567 FAx (727) 562-4576 NGE PLANNING DEVELOPMENT REVIEW October 4, 2005 Mr. James Landers Harold Court Townhomes, LLC 2506 MacDill Avenue, Suite A Tampa, FL 33629 RE: Development Order regarding case FLS2005-04028/PLT2005-00012 at 607 Indiana Avenue (Harold Court II) Dear Mr. Landers: This letter constitutes a Development Order pursuant to Section 4-202.E of the Community Development Code. On June 30, 2005, the Development Review Committee (DRC) reviewed your application for Preliminary Plat and Flexible Standard development approval to construct eight townhomes, located in the Downtown (South Gateway) district with an increase to the maximum building height from 30 feet to 36 feet, per Section 2-902.C. The DRC recommended approval of the applications with the following bases and conditions: Bases for Approval: 1. The proposal complies with Attached Dwelling criteria under the provisions of Section 2-902.C; 2. The plan complies with General Applicability Criteria under the provisions of Section 3-913; 3. The proposal is in compliance with the Vision, Goals, Objects and Policies of the Clearwater Downtown Redevelopment Plan and the South Gateway character district; and 4. The proposed development is compatible with the surrounding area. Conditions of Approval: 1. That evidence of filing of a final plat with Pinellas County be submitted to Staff prior to the issuance of any building permits; 2. That the final building elevations including final colors and building/roof/window/trim/etc. material samples be submitted to Planning Staff, prior to issuance of a building permit, and be consistent with the elevations dated submitted April 28, 2005; BRIAN J. AUNGST, MAYOR FRANK HIBBARD, VICE MAYOR HOYP HA:NIILTON, COLINCILUEMBER BILL JONSON, COUNCII.YIEMBER CARLEN A. PETERSEN, COUNCILMEMBER "FQUAL EMPLOYMENT AND AFFIRMATIVE ACCION EMPLOYER" October 4, 2005 FLS2005/04029/PLT2005-00012 Page 2 3. That any future changes to the buildings (color, material, design, fencing, etc.) be reviewed and approved by the Planning Staff, 4. That all signage meet the requirements of Code and be architecturally-integrated with the design of the building with regard to proportion, color, material and finish as approved by Staff prior to the issuance of any sign permits; 5. That all proposed utilities (from the right-of-way to the proposed building) be placed underground. Conduits for the future undergrounding of existing utilities within the abutting right(s)-of-way shall be installed along the entire site's street frontages prior to the issuance of a Certificate of Occupancy. The applicant's representative shall coordinate the size and number of conduits with all affected utility providers (electric, phone, cable, etc.), with the exact location, size and number of conduits to be approved by the applicant's engineer and the City's Engineering Department prior to the commencement of work; 6. That final storm water plans be submitted to and approved by Storm water staff, prior to the issuance of a building permit; 7. That all utility equipment including but not limited to wireless communication facilities, electrical and water meters, etc. be screened from view and/or painted to match the building to which they are attached, as applicable prior to the issuance of a Certificate of Occupancy; 8. That all Fire Department requirements be met prior to the issuance of any permits including but not limited to the following: a. That a site plan indicating that all Fire Department Connections adjacent to any vehicular use areas be identified by a sign that states clearly reads, "No Parking, Fire Department Connection" designed in accordance with Florida Department of Transportation standards for information signage and be maintained with a clearance of 7.5 feet in front of and to the sides of the appliance as required per Florida Fire Prevention Code, 2001 Edition, modification to Section 3-5.6 of NFPA 1 be submitted to and approved by Staff, b. That a site plan that a site plan which includes signed and sealed drawings that have been prepared by or under the direction of an Engineer registered under F.S. 471.025 and F.S. Chapter 471 for all fire sprinkler systems as per Florida Building Code, 2001 Edition, Sec. 104.4.1.3 be submitted to and approved by Staff. 9. That Open Space and Recreation Impact Fees be paid prior to the issuance of any permits; and 10. That Transportation Impact Fees be paid prior to the issuance of the first Certificate of Occupancy. I concur with the findings of the Development Review Committee and, through this letter, approve your application for Flexible Standard Development with above 13 conditions. The approval is based on and must adhere to the site plan dated received August 15, 2005 and perspectives/elevations dated submitted April 28, 2005. Pursuant to Section 4-303, an application for a building permit shall be made within one year of Flexible Standard Development approval (October 4, 2006). All required certificates of occupancy shall be obtained within one year of the date of issuance of the building permit. Time frames do not change with successive owners. An extension of time may be granted by the S:IPlmrning DepartmentlC D BlFlex Standard (FLS)IPending Cases12 -Reviewed and PendingUndiano Ave 607 Harold Court Phase II (LMDR) JYSIFLS2005-04029 Development Order.doc October 4, 2005 FLS2005/04029/PLT2005-00012 Page 3 Community Development Coordinator for a period not to exceed one year and only within the original period of validity. The Community Development Coordinator may approve an additional extension of time not to exceed one year for good cause shown and documented in writing. The coordinator must receive the request for this extension within the one-year period of validity after the original time extension. The Community Development Coordinator may approve an additional extension of time not to exceed on year for good cause shown and documented in writing. The coordinator must receive the request for this extension within the one-year period of the validity after the original extension. The issuance of this Development Order does not relieve you of the necessity to obtain any building permits or pay any impact fees that may be required. In order to facilitate the issuance of any permit or license affected by this approval, please bring a copy of this letter with you when applying for any .permits or licenses that require this prior development approval. If you have any questions, please do not hesitate to call John Schodder, Planner I at 727-562-4547. Sincerely, Michael Delk, AICP Planning Director S: IPlanning Department)C D BIFlex Standard (FLS)IPending Cases12 -Reviewed and Pendingllndiana Ave 607 Harold Court Phase II (LMDR) JVSIFLS2005-04029 Development Order.doc Oct. 05 2005 03:18PM YOUR LOGO CityOfClearwater-Plan Dept YOUR FAX NO. 727 562 4865 NO. OTHER FACSIMILE START TIME USAGE TIME MODE PAGES RESULT 01 98138823808 Oct.05 03:16PM 01122 SND 03 OK TO TURN OFF REPORT, PRESS 'MENU' #04. THEN SELECT OFF BY USING '+' OR FOR FAX ADVANTAGE ASSISTANCE, PLEASE CALL 1-800-HELP-FAX (435-7329). BtARCAW and associates, inc. The Client's Engineering Solution. An Employee Owned Company. October 4, 2005 Mr. John Schodtler City of Clearwater Planning Department 100 S. Myrtle Avenue Clearwater, Florida 33756 RE: Harold Court Villas, Phase 2 FLS2005-04029 - 607 Indiana Avenue Acknowledgement of Conditions r PLANNING EVE L CtSERVICES DEVELOPMENT W_.- OF CC_- LEARWATER ? Mr. Schodtler: In response to your Conditions received September 19, 2005 via fax, we offer the following responses to your comments: Parks & Recs Condition: Open space/recreation impact fees are due prior to issuance of building permits or final plat (if applicable) whichever comes first. These fees could be substantial and it is recommended that you contact Art Kader at (727) 562-4824 to calculate the assessment. Site data table needs to be corrected to clarify number of existing residential units. Response: As stated in our August If, 2005 Response to Comments, open space/recreation impact fees have been established and will be paid prior to the issuance of building permits. There are no existing residential units on site. Stormwater Conditions: Before building permit: 1. Retention ponds are required to have 4:1 side slopes. This condition has been resolved. 2. Please provide 1/2 foot of freeboard per City regs. % foot of freeboard will be provided in the proposed detention pond prior to building permit. Also, please note that comments addressing design criteria that have the potential to dramatically alter the proposed project would be more appropriately handled at the initial DRC, not as a condition at the end of permitting. Your attention to this matter is appreciated. 3. Please provide 5' between edge of pond and edge of property. 8402 West Linebaugh Avenue • Suite A amps, Florida 83825 Tel 813.882.4815 • Fax B13.BB2.3BOB www.burcawinc.corn It is our intent to comply with, or adequately address, this comment prior to building permit. 4. Distance from TOB to edge of property does not match from plan to pond detail A - A. The discrepancy between the plan view and the detail will be resolved prior to building permit. If you have any questions or need additional information, please call me at (813) 882-4815. Sincerely, BURCAW AND ASSOCIATES, INC. Brian S. Wilkes, E.I. Project Manager cc: Harold Court Townhomes, LLC File 05670 PR October 4, 2005 Mr. John Schodtler City of Clearwater Planning Department 100 S. Myrtle Avenue Clearwater, Florida 33756 RE:- Harold Court Villas, Phase 2 FLS2005-04029 - 607 Indiana Avenue Acknowledgement of Conditions Mr. Schodtler: In response to your Conditions received September 19, 2005 via fax, we offer the following responses to your comments: Parks & Recs Condition: Open space/recreation impact fees are due prior to issuance of building permits or final plat (if applicable) whichever comes first. These fees could be substantial and it is recommended that you contact Art Kader at (727) 562-4824 to calculate the assessment. Site data table needs to be corrected to clarify number of existing residential units. Response: As stated in our August 11, 2005 Response to Comments, open space/recreation impact fees have been established and will be paid prior to the issuance of building permits. There are no existing residential units on site. Stormwater Conditions: Before building permit: 1. Retention ponds are required to have 4:1 side slopes. This condition has been resolved. 2. Please provide'/z foot of freeboard per City regs. foot of freeboard will be provided in the proposed detention pond prior to building permit. Also, please note that comments addressing design criteria that have the potential to dramatically alter the proposed project would be more appropriately handled at the initial DRC, not as a condition at the end of permitting. Your attention to this matter is appreciated. 3. Please provide 5' between edge of pond and edge of property. It is our intent to comply with, or adequately address, this comment prior to building permit. 4. Distance from TOB to edge of property does not match from plan to pond detail A - A. The discrepancy between the plan view and the detail will be resolved prior to building permit. If you have any questions or need additional information, please call me at (813) 882-4815. Sincerely, BURCAW AND ASSOCIATES, INC. Brian S. Wilkes, E.I. Project Manager cc: Harold Court Townhomes, LLC File 05670 PR 0 • Rice, Scott From: Rice, Scott Sent: Wednesday, September 14, 2005 10:01 AM To: Schodtler, John Cc: Shoberg, Elliot E. Subject: FLS2005-04029 - 607 Indiana Ave John, Engineering has completed review of the resubmittal for the subject site and updated Permit Plan. The following are approval conditions: Provide six-inches of freeboard for the proposed retention pond per City Storm Drainage Design Criteria. Provide five-feet between edges of pond and property lines. The distance from top of bank to property line does not match comparing site plan to Pond Cross Section 'A-A'. These requirements should be reviewed with the applicant prior to issuance of a DO. Questions, if any, may be referred to Elliot Shoberg at 562-4748. D. Scott Rice Land Devel. Engr. Manager 727-562-4781 scott.rice@MyClearwater.com (D?A ( C 5 C?.S C+. e, 7?;:" tf -- Message Page 1 of 1 Rice, Scott From: Schodtler, John Sent: Tuesday, October 04, 2005 10:00 AM To: Rice, Scott Subject: FW: CaseConditions.pdf Permit Plan still shows holds on the PLT2005-00012 case. See email below. -----Original Message----- From: Brian S. Wilkes [mailto:bwilkes@burcawinc.com] Sent: Friday, September 30, 2005 3:49 PM To: Schodtler, John Cc: Matt Campo Subject: RE: CaseConditions.pdf Good afternoon John, In regards to the preliminary plat comments for this project (PLT2005-00012), these comments were addressed with the last submittal for FLS2005-04029. If my comments above are correct, please verify that our FLS and PLT applications for Harold Phase 2 are approved and update me with when I can expect a City approval letter so that we may prepare our building permit review package. Thank you. Brian S. Wilkes, E.I. Project Manager Burcaw and Associates, Inc. 6402 West Linebaugh Avenue, Suite A Tampa, Florida 33625 Tel 813.882.4815 ext. 248 Fax 813.882.3808 bwilkest?a.burcawinc.com -----Original Message----- From: John.Schodtler@myClearwater.com [mailto:John.Schodtler@myClearwater.com] Sent: Wednesday, September 14, 2005 10:37 AM To: bwilkes@burcawinc.com Subject: CaseConditions.pdf 10/4/2005 . PARKS & RECS CONDITION flonditions Associated With FLS2005-04029 607 INDIANA AVE Open space/recreation impact fees are due prior to issuance of building permits or final plat (if Not Met 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. Site data table needs to be corrected to clarify number of existing residential units. Storm Water Condition Elliot Shoberg 562-4748 06/20/2005 Before building permit Not Met 1) Retention ponds are required to have 4:1 side slopes. (side slopes no steeper than 3:1 will be acceptable for this site) (met) 2) Please provide 1/2' of freeboard per City regs. 3) Please provide 5' between edge of pond and edge of property. 4) Distance from tob to edge of property does not match from plan to pond detail 'A-A'. Print Date: 09/19/2005 CaseConditons Page 1 of 1 ? pfrrrpi • +t'?A'°-M londitions Associated With PLT2005-00012 607 INDIANA AVE ?l=. sxfi... Engineering Condition Steve Doherty 562-4585 06/14/2005 1. If sanitary sewer is to become City owned and maintained, 40-foot ingress/egress easement Not Met needs to also be dedicated as a utility easement. 2. Progress Energy transformer is in common area and not in an easement as may be needed. 3. Provide area of individual lots. 4. Provide date on preliminary plat. Refer to Community Development Code Sec. 4-703 A for items 2-3. 5. Provide bearings for lot lines. Parks & Recs Condition No issues on plat. When property is developed open space/recreation impact fees are due prior Not Met 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. Site data table needs to be corrected to clarify number of existing residential units. Print Date: 09/19/2005 CaseConditons Page 1 of 1 • 'Clearwater U FAX COVER MEMO CITY OF CLEARWATER PLANNING DEPARTMENT 100 S. MYRTLE AVE., 2nd Floor CLEARWATER, FL 33756 (727) 562-4567 FAX: (727) 562-4865 TO: S(--I A tJ W l l.KC36 FAX: ?? 3 ?82 38 FROM: ? o ?"N S Phone: DATE: O 5 0 57'0 SUBJECT: )4 igxotn lr - i'w V1-5 2-ub $ - 0 4 a2,1 - rLT7tv-5-- OM 12,, ??[.Q-/r MESSAGE: NUMBER OF PAGES(INCLUDING THIS PAGE) 0 i Sep. 19 2005 02:35PM YOUR LOGO CityOfClearwater-Plan Dept YOUR FAX NO. 727 562 4865 NO. OTHER FACSIMILE START TIME USAGE TIME MODE PAGES RESULT 01 98138823808 Sep.19 02:34PM 00157 SND 03 OK TO TURN OFF REPORT, PRESS 'MENU' #04. THEN SELECT OFF BY USING '+' OR FOR FAX ADVANTAGE ASSISTANCE, PLEASE CALL 1-800-HELP=FAX (435-7329). C & Associates; Inc Land Planners Civil Engineers Land Surveyors Landscape Architects Construction Inspectors August 11, 2005 Geotechnical Engineers Mr. John SChodtler Environmental Scientists City of Clearwater Planning Department 100 S.. Myrtle Avenue Clearwater, FL 33756. • ORIGINAL I svm?mmlbl C RV Al)6 1 ? 2005 pt.'lNG p????TQT C1iy OF C Project: Harold Court Phase 2 - 607 Indiana Avenue Subject: Development Review Agenda.-Response Dear Mr. Schodtler: Please find enclosed five (5) sets of the revised construction. plans and five (5) copies of the revised Preliminary Plat for your review. In response to your Development Review Agenda dated June 30, 2005, we hereby offer the following comments: General Engineering 1. The following to be addressed prior to building permit: 6402 W. Linebaugh Ave. Suite. A Tampa, FL 33625 Phone: 1.813.882.4815 Fax: 1.813.882.3808 www.burcawinc.com 1. A separate right-of-way permit will be required for all water, sanitary sewer and storm sewer connections proposed in the right-of-way of any adjacent street(s) that are assigned- to the city. See Don Melone (727) 562-4798 in Room # 220 at the MSB (Municipal Services Building). Response: A separate right-of-way permit will be obtained for all water, sanitary sewer, and storm sewer connections in the Indiana Avenue right-of-way. 2. A separate right-of-way permit will be required for the proposed brick walkway across entry drive on west end of property. See Don Melone (727) 562-4798 in Room # 220 at the MSB (Municipal Services Building). Response: A separate right-of-way permit will be obtained for the proposed brick walkway across entry drive on west end of property. 0 ORIGINAL 3. Proposed sanitary sewer system is private and shall not be stamped with City of Clearwater. Response: The sanitary sewer detail has been revised to not be stamped with City of Clearwater. 4. Water mains shall be 4-inch diameter minimum. Response: The proposed water main has been revised to be 4". 5. Individual water taps shall be provided for each unit. Response: The utility plan has been revised to provide individual water taps for wach unit. 6. Water Dist. Note 4 refers to Hillsborough County? Response: Water Distribution Note 4 has been revised to read City of Clearwater. 7. Water Dist. Note 6. Water mains greater than 8-inch diameter shall be ductile iron. Response: Water Distribution Note 6 has been revised to require water mains greater than 8" to be ductile iron. 8. Water Dist. Note 9. Thrust blocking not an approved method of construction. Response: Water Distribution Note 9 has been revised to reference City of Clearwater standards. Environmental: "JI' " 17,3 FD L9 1. No issues AUG 1.5 2005 Fire: Kha,?MIMC DEPARM11'":MY Cl-tY OF CLEMN R 1. FDC must be at least 15 ft from the building. Please acknowledge PRIOR TO CDB. • • ORIGINAL Response: The FDCs were previously shown 15 ft minimum from the building. 2. FDC must have signage to indicate which building it supplies. Please acknowledge PRIOR TO CBD. Response: Notes on the plans require the requested signage. 3. All underground water mains and hydrants must be in place, inspected and in service prior to construction as per NFPA-241. Please acknowledge PRIOR TO CDB. Response: It is acknowledged that all underground water mains and hydrants are to be in place, inspected, and in service prior to construction. A note is included in the plans requiring this. 4. Provide 30 degree minimum turning radii for emergency vehicle ingress and egress. Please acknowledge PRIOR TO CDB. Response: The access connection to Indiana Avenue has been revised to show 30 foot minimum turning radius. Harbor Master: 1. No Comments. AM; 1 "t005 Legal: G DEp?"! R1E No Comments. -?? CiiY OF CLEANX-ER Land Resources: 1. Revise the retention pond top of bank at the SE corner to incorporate the palm trees prior to D.O. Response: The existing palm trees will be relocated and incorporated into the proposed landscape plan. Pond top of bank revisions are no longer necessary. U ORIGINAL 2. Relocate the proposed transformer away from the Laurel Oak tree at the NE corner prior to D.O. Response: The transformer has been relocated to the southwest corner of the site. Landscaping: 1. Landscape review to occur Friday June 24. Response: Landscape review comments were discussed during the June 30, 2005 DRC meeting. Parks and Recreation: Open space/recreation impact fees are due prior to issuance of building permits or final plat (if applicable) which ever occurs first. These fees could be substantial and it is recommended that you contact Art Kader at 727 -562-4824 to calculate the assessment. Site data table needs to be corrected to clarify number of existing residential units. Response: Open space/recreation impact fees have been established and will be paid prior to the issuance of building permits. There are no existing rain raf`unifs" site. 4 DU. 1 116 Stormwater: AN-MM ING DEPARTMEW Before building permit: MY OF CCEARWAO? 1) Retention ponds are required to have 4:1 side slopes. Response: Per the City of Clearwater Storm Drainage Design Criteria, the use of vertical walls and slopes steeper than 4:1 may be specifically approved by the City on a case-by-case basis. The proposed retention pond has 3:1 side slopes and a vertical wall on a portion of the west side of the pond. The pond is relatively shallow (3 feet), contains fencing/masonry wall around three sides of the pond, and contains a hand rail along the vertical wall portion. The vertical wall does not • ORIGINAL violate any of the guidelines from the City design manual. For these reasons it is requested that the City approve the proposed pond as is. Solid Waste: No Comments Traffic Engineering: Site plan shows a handicap parking symbol... will there be any parking for H/C? The above to be addressed prior to D.O. General note: Transportation Impact Fees to be determined and paid prior to a C.O. Response: The handicap parking symbol has been removed from the construction plans. There is no proposed handicap parking. Transportation Impact fees will be paid prior to C. 0. Planning: Clarify. How are eight townhomes in harmony with the scale, bulk, coverage, density, and character of adjacent properties? Reply to each separately. Response: The eight townhomes have the exact same scale and bulk as the townhome community being built adjacent to the east. The scale and bulk is also consistent with the multi- use shopping center adjacent to the west. The coverage and density is exactly the same as the townhome community. The modern construction of the proposed townhomes matches that of the townhomes and shopping center. Also, as shown in the previously provided Project Narrative, the eight proposed townhomes directly matches the goals and visions of the Downtown Design guidelines. 2. Clarify. How will the "ENTER USE" not discourage or hinder the appropriate development and use of adjacent land and buildings or significantly impair the value thereof? r=te AUG 1 ? 2005 RNMMMG DEPARTIM 1!T CITY OF CLEARWA10- 0 *ORIGINAL Response: The use and architecture of the proposed development will further promote redevelopment in the area. The new townhome units will encourage new residents and invite new development in the area, thus increasing land value. 3. Clarify. How will the eight townhomes not adversely affect the health or safety or persons residing or working in the neighborhood? Response: This is a residential development. The townhomes are located on a private, internal road accessed only by the residents and guests. ADA compliant sidewalks are also provided. Safety in the area would increase due to the residential units replacing vacant, unmaintained, and unmonitored land. 4. Clarify. How are the eight townhomes designed to minimize traffic congestion. Response: To minimize traffic congestion, a single driveway connection is proposed to Indiana Avenue. Indiana Avenue is a minor roadway used primarily to access the shopping center adjacent to the west 5. Clarify. How are the eight townhomes consistent with the community character of the immediate vicinity? Response: The proposed project will compliment the new community shopping center, which serves as an anchor to the FMM ?•- vrsv South Gateway District, by bringing more residents to the area. The development of Harold Court Villas, Phase 2 uses vacant and underutilized land, which comprises a significant 1205 amount of the area, and creates a community feel where the new residents are walking distance from work,. shopping, and PIMMMG DEPARTMEW recreation. The proposed project will also be of the same C11YOF CLEARWAi-ER character as the previously approved Harold Court Villas. 6. Clarify. How do the eight townhomes minimize adverse effects, including visual, acoustic, olfactory, and hours of operation impacts, on adjacent properties? Reply to each separately. r Response: The eight townhomes are visually designed to mimic the permitted townhomes adjacent to the east, and compliment the updated architecture of the shopping center to the west As a residential development, the acoustic PLNAXI lG DEPARYME11 CirV OF CLEARUti ATF? 0 '*ORIGINqt production will be consistent with any surrounding single family homes and the permitted townhomes adjacent to the east. Residential developments are not a known producer of adverse smells. Again, as a residential development the hours of operation will be consistent with the surrounding homes and permitted townhome community to the east. 7. Provide page 6 of 6 of the Flexible Standard Development application - Letter of Authorization page. Response: The Letter of Authorization page does not seem to be applicable, as the property owners will be representing/signing for themselves. Also, in previous projects in downtown Clearwater with the same owner/applicant, this has not been required. 8. Clarify. Does the increased height results in an improved site plan and/or improved design and appearance? How. Response: Building heights are consistent with the Code requirements. The units are three-story to allow comfortable living space while providing the needed land to install stormwater facilities, water and sewer facilities, access drive, and landscaping. 9. Clarify. Are all street frontage designed and used for commercial purposed or designed so that the use functions in a way which will contribute to an active urban street environment? Explain how. Response: This is a residential development where all units front an internal, private road. However, sidewalks are provided to connect each unit allowing residents to walk to the shopping center adjacent the west 10. Clarify. How adequate parking is available on a shared basis as determined by all existing land uses within 1,000 feet of the parcel proposed for development or parking is available through any existing or planned and committed parking facilities or the shared parking formula in Article 3, Division 14. Explain how. Response: Per site plan and Project Narrative, each unit has a two-car garage. Code requirements dictate 1- 1 % spaces per unit. The proposed development supplies more than required. ???r; 7005 M XXIMG DEPAINI SST MY OF CLEARVVAfER • 'D ORIGINAL 11. Clarify. How the design of all buildings complies with the Downtown District design guidelines in Division 14. Explain how. Response: The design of all buildings complies with the Downtown District design guidelines by the reasons stated in the previously provided Project Narrative. Please refer to this document. 12. How will buffering/screening of mechanical equipment and wireless communications systems be addressed? Response: Landscaping and fencing/walls will be used to screen any mechanical equipment and wireless communications systems. 13. Downtown design guidelines require that solid waste containers be placed in the most unobtrusive location possible and screened from adjacent properties and rights of way. How will this be addressed? Response: Per General Note 17, Sheet 4, solid waste collection will be by curbside pickup and residents will store solid waste containers inside garages or units. 14. Complete the Downtown Design Guidelines checklist (attached) Response: The checklist was not attached and will be provided under separate cover in a timely manner. CONDITIONS ASSOCIATED WITH PLT2005-00012 Engineering Condition - Steve Doherty 1. If sanitary sewer is to become City owned and maintained, 40-foot ingress/egress easement needs to also be dedicated as a utility easement. Response: The sanitary sewer will remain private. 2. Progress Energy transformer is in common area and not in an l-, r,? ??n easement as may be needed. Response: The transformer has been provided a 5'x 5' easement. 2005 3. Provide area of individual lots. PaM "IMG DEP,!9!? MENT MY CAFCLEARli'&Ep, 0 ORIGINAL Response: The area of the individual lots is provided underneath the Lot numbers. 4. Provide date on preliminary plat. Refer to Community Development Code Sec. 4-703 A for items 2-3. Response: The date has been added to the Preliminary Plat. 5. Provide bearings for lot lines. Response: The bearings have been added to the lot lines. Park and Recreation: No issues on plat. When property is developed 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. Site data table needs to be corrected to clarify number of existing residential units. Response: Open space/recreation impact fees have been established and will be paid prior to the issuance of building permits. There are no. existing residential units on site. We trust that with this information you will be able to complete your review process. If you have any questions in reference to this matter, please do not hesitate to contact me at (813) 882-4815. Sincerely, Burcaw & Associates, Inc. Brian S. Wilkes, E.I. Project Engineer File: 05670 2005 W'G DEPARTPA EKi T CI ill 0 F CLEARVV91- , PWMING DEPARTMENT MY OF CLEA?2Vi A c" Y CITY OF CLEARWATER PLANNING DEPARTMENT Post Office Box 4748, Clearwater, Florida 33758-4748 Municipal Services Building, 100 South Myrtle Avenue, Clearwater, Florida 33756 Telephone (727) 562 4567 Fax (727) 562-4576 June 27, 2005 HAROLD COURT, 2506 S MACDILL AVENUE SUITE A TAMPA FL 33629 RE: FLS2005-04029 LOCATED AT 607 INDIANA AVE - HAROLD COURT PHASE II Dear HAROLD COURT: The following are comments generated at the City's Pre-Development Review Committee (PRE-DRC) meeting regarding your case number: FLS2005-04029. These comments are generated early to give you assistance in preparing responses to the comments for the upcoming DRC Meeting on June 30, 2005. Please be prepared to address these comments and any others that may be generated at the DRC meeting. Resubmittals will not be accepted at the meeting, please make arrangements to resubmit to Sherry Watkins after the DRC meeting. If you have any questions about times or location, please contact Sherry Watkins, at 727-562-4582. Sincerely, Qp" John Schodder Planner I Cc: File 0 0 9•.40 am Case Number: FLS2005-04029 -- 607 INDIANA AVE Owner(s): R O E C Club Inc . 607 Indiana Ave Clearwater, A 33756 TELEPHONE: No Phone, FAX: No Fax, E-MAIL: No Email Applicant Harold Court 2506 S Macdill Avenue Suite A Tampa, Fl 33629 TELEPHONE: 813-902-0598, FAX: 81.3-902-0697, E-MAIL: No Email Location: 0.348 acres located at the northeast corner of the intersection of Indiana Avenue and Harold Court. Atlas Page: 295B Zoning District: D, Downtown Request: Flexible Standard development approval to construct eight townhomes, located in the Downtown (South Gateway) district with an increase to the maximum building height from 30 feet to 36 feet, per Section 2-902.C. Proposed Use: Attached dwellings Neighborhood Clearwater Neighborhoods Coalition Association(s): Clearwater, Fl 33761 2544 Frisco Drive TELEPHONE: 727-725-3345, FAX: No Fax, E-MAIL: Djw@gte.net Presenter: John Schodder, Planner I Attendees Included: The DRC reviewed this application with the following comments: General Engineering: I . The following to be addressed prior to building permit: 1. A separate right-of-way permit will be required for all water, sanitary sewer and storm sewer connections proposed in the right-of-way of any of the adjacent street(s) that are assigned to the city. See Don Melone (727) 562-4798 in Room #220 at the MSB (Municipal Services Building). 2. A separate right-of-way permit will be required for proposed brick walkway across entry drive on west end of property. See Don Melone (727)562-4798 in Room #220 at the MSB (Municipal Services Building). 3. Proposed sanitary sewer system is private and shall not be stamped with City of Clearwater. 4. Water mains shall be 4-inch diameter minimum. 5. Individual water taps shall be provided for each unit. 6. Water Dist. Note 4 refers to Hillsborogh County? 7. Water Dist. Note 6. Water mains greater than 8-inch diameter shall be ductile iron. Environmental: r T r 1 . No Issues Fire: 1 . FDC must be at least 15 ft from the building, Please acknowledg PRIOR TO CDB. 2. FDC must have signage to indicate which building it supplies. Please acknowledge PRIOR TO CDB. 3 . All underground water mains and hydrants must be in place, inspected and in service prior to construction as per NFPA-241. Please acknowledge PRIOR TO CDB. 4. Provide 30 degree minimum turning radii for emergency vehicle ingress and egress. Please acknowledge PRIOR TO CDB. Harbor Master: No Comments Legal: No Comments Land Resources: I , Revise the retention pond top of bank at the SE corner to incorporate the palm trees prior to D.O. 2. Reloate the proposed transformer away from the Laurel Oal tree at the NE corner prior to D.O. Development Review Agenda - Thursday, June 30, 2005 - Page 6 Landscaping: 1 . Landscape review to occur Friday June 24. Parks and Recreation: 1 , 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. Site data table needs to be corrected to clarify number of existing residential units. Stormwater: I , Before building permit 1) Retention ponds are required to have 4:1 side slopes. Solid Waste: No Comments Traffic Engineering: 1 . Site plan shows a handicap parking symbol... will there be any parking for H/C? The above to be addressed prior to a D.O.. General note: Transportation Impact Fees to be determined and paid prior to a C.O.. Planning: 1 . Clarify. How are eight townhomes in harmony with the scale, bulk, coverage, density, and character of adjacent properties? Reply to each seperately. 2. Clarify. How will the "ENTER USE" not discourage or hinder the appropriate development and use of adjacent land and buildings or significantly impair the value thereof? 3 . Clarify. How will the eight townhomes not adversely affect the health or safety or persons residing or working in the neighborhood? 4. Clarify. How are the eight town homes designed to minimize traffic congestion? 5. Clarify. How are the eight town homes consistent with the community character of the immediate 6. Clarify. How do the eight town homes minimize adverse effects, including visual, acoustic, olfactory, and hours of operation impacts, on adjacent properties? Reply to each seperately. 7. Provide page 6 of 6 of the Flexible Standard Development application - Letter of Authorization page. 8 . Clarify. Does the increased height results in an improved site plan and/or improved design and appearance? How. 9. Clarify. Are all street frontage is designed and used for commercial purposes or designed so that the use functions in a way which will contribute to an active urban street environment? Explain how. 10. Clarify. How adequate parking is available on a shared basis as determined by all existing land uses within 1,000 feet of the parcel proposed for development or parking is available through any existing or planned and committed parking facilities or the shared parking formula in Article 3, Division 14. Explain how. 11 . Clarify. How the design of all buildings complies with the Downtown District design guidelines in Division 5 of Article 3. 12. How will buffering/screening of mechanical equiptment and wireless communications systems be 13. Downtown design guideline require that solid waste containers be placed in the most unobtrusive location possible and screened from adjacent properties and rights of way. How will this be addressed? 14. Complete the Downtown Design. Guidelines checklist (attached). Other: No Comments Notes: Development Review Agenda - Thursday, June 30, 2005 - Page 7 01812 `?02 6G 9? • i? 0 0 Jun. 27 2005 04:06PM YOUR LOGO CityOfClearwater-Plan Dept YOUR FAX NO. 727 562 4865 NO. OTHER FACSIMILE START TIME USAGE TIME MODE PAGES RESULT 01 98138823808 Jun.27 04:05PM 01'15 SND 03 OK TO TURN OFF REPORT, PRESS 'MENU' #04. THEN SELECT OFF BY USING '+' OR '-'. FOR FAX ADVANTAGE ASSISTANCE, PLEASE CALL 1-800-HELP-FAX (435-7329). • • 7; ? VS Community Response Team Planning Dept. Cases - DRC Case No. Meeting Date: 61-7,01105-- Location: -? 7- h4A,K.4 Ale ? Current Use: Zjec,= 4I4Nd UO LAJ Active Code Enforcement Cas o es: ,wf address number (yes n acant I p--Candscapin es) overgrown (yes) no p--*'6ebris (yes) no Inoperative vehicle(s) (yes no L>- uilding(s) (good) (fair) (poo (vacant land Q-- encin none good) (dilapidated) (broken and/or missing pieces) ? Paint (good) (fair) (poor) (garish) .; iGrass Parking (yes) no p,-Iiesidential Parking Violations (yes) Signage non (ok) (not ok) (billboard) o,- Parkin n/ (striped) (handicapped) (needs repaving) o Dumpster (enclosed) (not enclosed) Q--'6utdoor storage (ye no Comments/Status Report (attach any pertinent documents): ?, oy??5 ? e v.r+a ?c c? L. a4 S Z- l? ? e ? 8?' ?w'a Date: Reviewed by: Telephone: Revised 03-29-01; 02-04-03 • • P.01 I_ To: John Schodtler, Planner From: Robert E. O'Connell ? r-' U Mill 2 4 2005 aEV.7,, kNT B NEiGw36RHu3D SERVICES CITY Or, CLEARWATE9 Fax: (727) 562-4576 Pages: 1 - Phone: (727) 562-4567 Date: 6/23/2005 Re: 607 Indiana Ave (FLS2005-04029) CC: - 0 Urgent D For Review D Please Comment X Please Reply 0 Please Recycle Received Notice of Filing of an application for approval to construct eight townhomes, 36 feet tall, at 607 Indiana Ave. Please tell me where this property is located. You can call me at 734-4597 or 733- 3788. Thank you. ?vS Case Number: FLS2005-04029 -- 607 INDIANA AVE Owner(s): R O E C Club Inc 607 Indiana Ave Clearwater, Fl 33756 TELEPHONE: No Phone, FAX: No Fax, E-MAIL: No Email Applicant Harold Court 2506 S Macdill Avenue Suite A Tampa, Fl 33629 TELEPHONE: No Phone, FAX: No Fax, E-MAIL: No Email Location: 0.348 acres located at the northeast corner of the intersection of Indiana Avenue and Harold Court. Atlas Page: 295B Zoning District: D, Downtown Request: Flexible Standard development approval to construct eight townhomes, located in the Downtown (South Gateway) district with an increase to the maximum building height from 30 feet to 36 feet, per Section 2-902.C. Proposed Use: Attached dwellings Neighborhood Clearwater Neighborhoods Coalition Association(s): Clearwater, Fl 33761 2544 Frisco Drive TELEPHONE: 727-725-3345, FAX: No Fax, E-MAIL: Djw@gte.net Presenter: John Schodtler, Planner I Attendees Included: The DRC reviewed this application with the following comments: General Engineering: 1 . The following to be addressed prior to building permit: 1. A separate right-of-way permit will be required for all water, sanitary sewer and storm sewer connections proposed in the right-of-way of any of the adjacent street(s) that are assigned to the city. See Don Melone (727) 562-4798 in Room 4220 at the MSB (Municipal Services Building). 2. A separate right-of-way permit will be required for proposed brick walkway across entry drive on west end of property. See Don Melone (727)562-4798 in Room #220 at the MSB (Municipal Services Building). 3. Proposed sanitary sewer system is private and shall not be stamped with City of Clearwater. Environmental: I . No Issues Fire: 1 . FDC must be at least 15 ft from the building, Please acknowledg PRIOR TO CDB. 2 . FDC must have signage to indicate which building it supplies. Please acknowledge PRIOR TO CDB. 3 . All underground water mains and hydrants must be in place, inspected and in service prior to construction as per NFPA-241. Please acknowledge PRIOR TO CDB. 4. Provide 30 degree minimum turning radii for emergency vehicle ingress and egress. Please acknowledge PRIOR TO CDB. Harbor Master: No Comments Legal: No Comments Land Resources: No Comments Landscaping: I . Landscape review to occur Friday June 24. Parks and Recreation: 1 . 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. Site data table needs to be corrected to clarify number of existing residential units. Development Review Agenda - Thursday, June 30, 2005 - Page 8 .I 0 0 Stormwater: 1 . Before building permit 1) Retention ponds are required to have 4:1 side slopes. Solid Waste: No Comments Traffic Engineering: 1 . Motorists backing out of garage must have clear sight visibilty before encroaching on the sidewalk. 2. Site plan shows a handicap parking symbol... will there be any parking for H/C? The above to be addressed prior to a D.O.. General note: Transportation Impact Fees to be determined and paid prior to a C.O.. Planning: 1 . Clarify. How are eight townhomes in harmony with the scale, bulk, coverage, density, and character of adjacent properties? Reply to each seperately. 2. Clarify. How will the "ENTER USE" not discourage or hinder the appropriate development and use of adjacent land and buildings or significantly impair the value thereof? 3 . Clarify. How will the eight townhomes not adversely affect the health or safety or persons residing or working in the neighborhood? 4. Clarify. How are the eight town homes designed to minimize traffic congestion? 5 . Clarify. How are the eight town homes consistent with the community character of the immediate vicinity? 6. Clarify. How do the eight town homes minimize adverse effects, including visual, acoustic, olfactory, and hours of operation impacts, on adjacent properties? Reply to each seperately. 7. Provide page 6 of 6 of the Flexible Standard Development application - Letter of Authorization page. 8 . Clarify. Does the increased height results in an improved site plan and/or improved design and appearance? How. 9. Clarify. Are all street frontage is designed and used for commercial purposes or designed so that the use functions in a way which will contribute to an active urban street environment? Explain how. 10. Clarify. How adequate parking is available on a shared basis as determined by all existing land uses within 1,000 feet of the parcel proposed for development or parking is available through any existing or planned and committed parking facilities or the shared parking formula in Article 3, Division 14. Explain how. 11 . Clarify. How the design of all buildings complies with the Downtown District design guidelines in Division 5 of Article 3. 12. How will buffering/screening of mechanical equiptment and wireless communications systems be addressed? 13 . Downtown design guideline require that solid waste containers be placed in the most unobtrusive location possible and screened from adjacent properties and rights of way. How will this be addressed? 14. Complete the Downtown Design Guidelines checklist (attached). Other: No Comments Notes: Development Review Agenda - Thursday, June 30, 2005 - Page 9 ECEYE .. i AV D BJUN i o 2005 and associates, Inc. , V The Client's Engineering Solution. ?--- 4 An Employee Owned Company. I PLANNING & DEVELOPMENT SERVICES 1 June 7, 2005 CI'V OF CLEARWATER 1 Mr. John Schodtler City of Clearwater Planning Department 100 S. Myrtle Avenue Clearwater, Florida 33756 RE: Harold Court Villas, Phase 2 FLS2005-04029 - 607 Indiana Avenue Response to Letter of Incompleteness Mr. Schodtler: In response to your Letter of Incompleteness received June 7, 2005 via fax, we offer the following responses to your comments: 1. Clarify if 6' + perimeter wall is a part of this request. Walls taller than 6' in height require a Flexible Development approval (CDB) in the Downtown district. The 6' high masonry wall along the east property line is not apart of this request This was part of the approved Harold Court Townhomes project on the adjacent property. The proposed 6' high masonry wall along the north and south property lines are a part of this request. 2. Clarify if the site will be platted into townhome lots. If so, a preliminary plat application and required fee will need to be submitted to Staff. The site will be platted into townhomes lots, and a preliminary plat application and required fee were. .hand-delivered to the City of Clearwater on April 29, 2005. 3. Provide estimated project value for entire project. The estimated project value for the site is $160,000, and for the buildings is $840,000, for a total project value of $1,000,000. 4. The above comments may be addressed in a letter addressed to me. Fax to John Schodtler, (727) 562-4865. See above responses, to be faxed on June 07, 2005 and followed with a mailed hard copy. 8402 West Linebaugh Avenue, Suite A Tampa, Florida 33625 Tel B13.BB2.4B15 Fax BI3.BB2.3BOB Web www.burcawinc.com If you have any questions or need additional information, please call Matthew Campo, P.E. or me at (813) 882- 4815. Sincerely, BURCAW AND ASSOCIATES, INC. Brian S. Wilkes, E.I. Project Engineer cc: Harold Court Townhomes, LLC File 05670 PR 0 0 LL CITY OF CLEARWATER PLANNING DEPARTMENT ° arwater MUNICIPAL SERVICES BUILDING ° 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE: (727) 562-4567 FAX: (727) 562-4576 W W W . MYC LEARW AT ER. C OM June 13, 2005 RE: NOTICE OF FILING OF AN APPLICATION FOR FLEXIBLE STANDARD DEVELOPMENT APPROVAL AT 607 INDIANA AVE (FLS2005-04029) To Surrounding Property Owners: As a property owner within 200 feet of 607 INDIANA AVE, the City of Clearwater Planning Department gives notice that an application for Flexible Standard development approval to construct eight townhomes, located in the Downtown (South Gateway) district with an increase to the maximum building height from 30 feet to 36 feet, per Section 2-902.C.. On June 30, 2005, the Development Review Committee (composed of the City's professional staff) will review and determine whether the application demonstrates compliance with the City's Community Development Code. Following that review and determiniation, the Planning Director will issue a Development Order approving, approving with conditions, or denying the application. The earliest date that the City will make a decision on the application will be June 30, 2005. The City encourages you to participate in the review of this application. You may contact me at 727-562-4604 or John.Schodtler@myclearwater.com for further information, visit our office to review the files and/or submit written comments to be considered in the City's review of the application. Please be advised that the applicant may submit additional or new information regarding this case; which you may review during regular business hours. However, no further notice will be provided to you should the application be amended. An appeal of the decision of the Planning Director may be initiated by the applicant or property owners within the required notice area who present competent substantial evidence at, or prior to, the Development Review Committee meeting on June 30, 2005. An appeal must be filed, including an appeal fee, with the Planning Department within seven days of the date of the Development Order. Thank you for your interest in the City of Clearwater's development review process. You may access our Planning Department through the City's website: www.myclearwater.com. Sincerely yours, John Schodtler Planner I Letter of Notification - FLS2005-04029 - 60717VDIANA AVE i i LL, CITY.-OF CLEARWATER 0 Cle'Arwater PLANNING DEPARTMENT MUNICIPAL SERVICES BUILDING 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE: (727) 562-4567 FAX: (727) 562-4576 WWW.MYCLEARWATER. COM June 10, 2005 Harold Court 2506 S Macdill Avenue Suite A Tampa, F133629 RE: FLS2005-04029 -- 607 INDIANA AVE -- Letter of Completeness Dear Harold Court: The Planning Staff has entered your application into the Department's filing system and assigned the case number: FLS2005-04029. After a preliminary review of the submitted documents, staff has determined that the application is Complete. The Development Review Committee (DRC) will review the application for sufficiency on June 30, 2005, in the Planning Department conference room - Room 216 - on the second floor of the Municipal Services Building. The building is located at 100 South Myrtle Avenue in downtown Clearwater. Please call Sherry Watkins, Administrative Analyst, at 727-562-4582 no earlier than one week prior to the meeting date for the approximate time that your case will be reviewed. You or your representative (as applicable) must be present to answer any questions that the DRC may have regarding your application. Additional comments may be generated by the DRC at the time of the meeting. If you have any questions, please do not hesitate to contact me at 727-562-4604 or John. Schodtler@myclearwater.com. Sincerely yours, John Schodtler Planner I Letter of Completeness - FLS2005-04029 = 607 INDIANA AVE 81 3 BS 2. 3808 0 0 0 LL I `Clearwater FAX COVER MEMO CITY OF CLEARWATER PLANNING DEPARTMENT 100 S. MYRTLE AVE., 2nd Floor CLEARWATER, FL 33756 (727) 562-4567 FAX: (727) 562-4865 TO: 13R I AM W I l d40-S FAX: p713 ge 2-- ^ -59D Phone: FROM: 1:?d vv r, S-- Phone• DATE: C)6 to v5 SUBJECT: Ila a,0 1-0 MESSAGE NUMBER OF PAGES(INCLUDING THIS PAGE) C? E i Jun. 10 2005 11:19AM YOUR LOGO CityOfClearwater-Plan Dept YOUR FAX NO. 727 562 4865 NO. OTHER FACSIMILE START TIME USAGE TIME MODE PAGES RESULT 01 98138823808 Jun.10 11:18AM 00'51 SND 02 OK TO TURN OFF REPORT, PRESS 'MENU' #04. THEN SELECT OFF BY USING '+' OR '-'. FOR FAX ADVANTAGE ASSISTANCE, PLEASE CALL 1-800-HELP-FAX (435-7329). Zoning Condition Cl Conditions Associated With FLS2005-04029 607 INDIANA AVE John Scliodtler 562-4547 04/29/2005 06/08/05 Your plans indicate a wall taller than 6 feet 8 inches in height. Is this correct? If not please revise the plans to limit the wall to six feet maximum height. 4/29/2005 - Clarify if 6' + perimeter wall is apart of this request. Walls taller than 6' in height require a Flexible Development approval (CDB) in the Downtown district. Not Met CaseConditons Print Date: 06/08/2005 Page 1 of 1 A JUN. 7.2005 2:38PM 8132-3808 • N0.8676 P. 2 JW B i iRGAW and associates, inc. The Client's Engineering Solution. An Employee Owned Company. June 7, 2005 Mr. John Schodder City of Clearwater Planning Department 100 S. Myrtle Avenue Clearwater, Florida 33756 RE: Harold Court Villas, Phase 2 FLS2005-04029 - 607 Indiana Avenue Response to Letter of Incompleteness Mr. Schodder: In response to your Letter of Incompleteness received June 7, 2005 via fax, we offer the following responses to your comments: 1. Clarity if 6'+ perimeter wall is a part of this request. Walls taller than 6' in height require a Flexible Development approval (CDB) in the Downtown district. The 6' high masonry wall along the east property line is not a parf of this request This was part of the approved Harold Court Townhomes project on the adjacent property. The proposed 6' high masonry wall along the north and south property lines are a part of this request 2. Clarify if the site will be platted into townhome lots. If so, a preliminary plat application and required fee will need to be submitted to Staff. 3t The site will be platted into townhomes lots, and a preliminary plat application and required fee were hand-delivered to the City of Clearwater on April 29, 2005. 3. Provide estimated project value for entire project. The estimated project value for the site is $160,000, and for the buildings is $640,000, for a total project value of $1,000,000. 4. The above comments may be addressed in a letter addressed to me. Fax to John Schodder, (727) 562.4665. See above responses, to be faxed on June 07, 2005 and followed with a mailed hard copy. 0402 We.Ft Line- aut?7. h Avenue. Sui= .A Tampa. Florida 33825 Tel 813_£382.4©15 Fax B13.B82.380B Web vvww.burcawinr.-.rnm JUN. 7. 2005 2:38PM 8132-3806 • NO, 8676 P. 3 If you have any questions or need additional information, please call Matthew Campo, P.E. or me at (813) 882- 4815. Sincerely, BURCAW AND ASSOCIATES, INC. Brian S. Wilkes, E.I. Project Engineer cc: Harold Court Townhomes, LLC File 05670 PR . JUN. 7. 2005 2:37PM 81342-3808 • N0, 8676-P, 1 i & Associates Inc , . Land planners TO. -FROM: ; Civil Engineers Load Surveyors' Jet.i Sk1iab7ZAS?k . ?3R+*oU WeL p5 f Construction Inspectors: FAX: DATE, fi 72.7? S4x,. (/j6S` 6(. I Q7?pS" Environnwnial ScientL= J RE: 2jpo.Srf WGZ9 - Gal J N W4040V?1 UC ; COMMENTS: i. i 6402 W. Linsbaugh Ave Suite A Tampa, Plorida 33625' t Phone: 813 , 882.4815 Fax: 813.469-3951 7 iLS FAX CON' AINS PAGES (INCLUDING THIS COVER) w'nnnl.burcawinc-cam IF you did not receive every page, please calf (813) $$2-4815 LL S C1 CITY OF CLE RWATER earwater April 29, 2005 PLANNING DEPARTMENT MUNICIPAL SERVICES BUILDING 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE: (727) 562-4567 FAX: (727) 562-4576 WWW.MYCLEARWATER.COM Harold Court !.L-6 2506 S Macdill Avenue Suite A Tampa, F133629 RE: FLS2005-04029 -- 607 INDIANA AVE -- Letter of Incompleteness Dear Harold Court : The Planning Staff has entered your application into the Department's filing system and assigned the case number: FLS2005-04029. After a preliminary review of the submitted documents, staff has determined that the application is Incomplete with the following comments. 1. Clarify if 6' + perimeter wall is apart of this request. Walls taller than 6' in height require a Flexible Development approval (CDB) in the Downtown district. 2. Clarify if the site will be platted into townhome lots. If so, a preliminary plat application and required fee will need to be submitted to Staff. 3. Provide estimated project value for entire project. 4. The above comments may be addressed in a letter addressed to me. Fax to John Schodtler 727-562-4865. Section 4-202 of the Community Development Code states that if an application is deemed incomplete, the deficiencies of the application shall be specified by Staff. No further development review action shall be taken until the deficiencies are corrected and the application is deemed complete. Please resubmit by Friday, May 6, 2005 (12:00 noon) If you have any questions, please do not hesitate to contact me at 727-562-4604 or John. Schodtler@myclearwater.com. Sincerely yours, "'-4 . JLrAAA-, Jo Schodtler Planner I Letter of Incompleteness - FLS2005-04029 - 607 INDIANA AVE 410 ?-7 Apr. 29 2005 01:49PM YOUR LOGO CityOfClearwater-Plan Dept YOUR FAX NO. 727 562 4865 NO. OTHER FACSIMILE START TIME USAGE TIME MODE PAGES RESULT 01 98139020697 Apr.29 01:48PM 00'48 SND 01 OK TO TURN OFF REPORT, PRESS 'MENU' #04. THEN SELECT OFF BY USING '+' OR '-'. FOR FAX ADUANTAGE ASSISTANCE, PLEASE CALL 1-800-HELP-FAX (435-7329). Clearwater U TO: FAX COVER MEMO CITY OF CLEARWATER PLANNING DEPARTMENT 100 S. MYRTLE AVE., 2nd Floor CLEARWATER, FL 33756 (727) 562-4567 FAX: (727) 562-4865 FAX• %3I r-z) 8Q a - 3SOR Phone: FROM• Phone: DATE: 0( c) R O SUBJECT: HaA" buA MESSAGE: NUMBER OF PAGES(INCLUDING THIS PAGE • • Jun. 07 2005 02:14PM YOUR LOGO CityOFClearwater-Plan Dept YOUR FAX NO. 727 562 4865 NO. OTHER FACSIMILE START TIME USAGE TIME MODE PAGES RESULT 01 98138823808 Jun.07 02:13PM 01'21 SND 04 OK TO TURN OFF REPORT, PRESS 'MENU' #04. THEN SELECT OFF 1Y USING '+' OR '-'. FOR FAX ADVANTAGE ASSISTANCE, PLEASE CALL 1-800-HELP=FAX (435-7329). 0 • Jun. 08 2005 08:31AM YOUR LOGO CityOfClearwater-Plan Dept YOUR FAX NO. 727 562 4865 NO. OTHER FACSIMILE START TIME USAGE TIME MODE PAGES RESULT 01 98138823808 Jun.08 08:30AM 00'43 SND 02 OK TO TURN OFF REPORT, PRESS 'MENU' #04. THEN SELECT OFF BY USING '+' OR '-'. FOR FAX ADVANTAGE ASSISTANCE, PLEASE CALL 1-800-HELP-FAX (435-7329). % aV6 Fps a* CLEARWATER HOUSING AUTH PO BOX 960 CLEARWATER FL 33757 - 0960 KOSTER, RICHARD JR. 1.842 SYLVAN DR CLEARWATER FL 33755 - 1913 DEDICATED TO PUBLIC BY PLAT BK 18 PG 41 00000- MAJORS, HERSCHEL T SR 1857 SYLVAN DR CLEARWATER FL 33755 - 1916 ROTH, PAUL E ROTH, COLLETTE P 1835 SYLVAN DR CLEARWATER FL 33755 - RICHEY, PATRICK FRANCIS RICHEY, NELL SUE EST 1309 OVERLEA ST CLEARWATER FL 33755 - 3423 FRANKEL, SANDRA L FRANKEL, MARVIN H 13300 WALSINGHAM RD # 78 LARGO FL 33774 - LAURSEN, HARVEY M LAURSEN, STELLA M 235 LOCKLIE ST DUNEDIN FL 34698 - 7555 WALKER, RICHARD CONSTR CO PO BOX 1259 HILLIARD FL 32046 - 1259 BARTON, DARRIN D 206 WOODWARD AVE OLDSMAR FL 34677 - 3338 FAISON, WILLIE G 1482 BYRAM DR CLEARWATER FL 33755 - 1504 SCHOLL, ROBERT E ROSE, MELISSA 1841 SYLVAN DR CLEARWATER FL 33755 - 1916 YEAGLER, DANIEL J 8860 SW 209TH CT RD DUNNELLON FL 34431 - 5354 YARISH, HEIDI 1565 PALMETTO ST CLEARWATER FL 33755 - OBERLIN, MICHAEL J DAY, CYNTHIA L 1840 PINELAND DR CLEARWATER FL 33755 - 1911 SALG, MARGARET D 636 ATWOOD AVE N ST PETERSBURG FL 33702 - ALETTI CUSTOM HOME INC 1007 SPRINGHARBOR WALK WOODSTOCK GA 30188 - 5725 NGUYEN, DUM VAN 1856 SYLVAN DR CLEARWATER FL 33755 - 1913 PREWITTE, WANDA L THOMSON, FREDERICK P 2760 BELLE HAVEN DR CLEARWATER FL 33763 - 1099 JENQUINE, JOSEPH E JENQUINE, JUDITH M 1891 PARADISE LN CLEARWATER FL 33756 - 1706 THOMSON, FREDERICK P THOMSON, NATALIE R 1837 SYLVAN DR CLEARWATER FL 33755 - 1916 WALKER, JERRY J 1850 PINELAND DR CLEARWATER FL.33755 - 1911 WALKER, JOHN M 1842 PINELAND DR CLEARWATER FL 33755 - 1911 HOUSE, MILTON 11 GLEN HILL RD REDDING CT 06896 - 2901 WILLIAMS, HARRY C JR 1209 VISTA WAY CLEARWATER FL 33755 - 1948 ALETTI CUSTOM HOMES INC 1007 SPRINGHARBOR WALK WOODSTOCK GA 30188 - 5725 CARUTHERS, LORINE B EEROLA, TEPPO NEW MILLENNIAL LC CARUTHERS, RANDOLPH D 6822 22ND AVE N # 161 7303 N NEBRASKA AVE 1827 SYLVAN DR ST PETERSBURG FL 33710 - 3918 TAMPA FL 33604 - CLEARWATER FL 33755 - 1946 t MC DONALD, T NEAL 1819 SYLVAN DR CLEARWATER FL 33755 - 1946 IVERSON, ANN MARIE 1822 PINELAND DR CLEARWATER FL 33755 - 1941 SCHWARZ, TODD L 510 N FORT HARRISON AVE CLEARWATER FL 33755 - 3905 CHAMBERS, DONALD C CHAMBERS, KAREN 1908 MACOMBER AVE CLEARWATER FL 33755 - 1419 ALLEN, DONNA M 1808 N BETTY LN CLEARWATER FL 33755 - 1906 GRAFF, STEPHEN GRAFF, LISA 1805 GREENLEA DR CLEARWATER FL 33765 - GILBERT, JON D 1832 PINELAND DR CLEARWATER FL 33755 - 1941 MALONE, TERRANCE E 1816 PINELAND DR CLEARWATER FL 33755 - 1941 MC CORMICK, RUTH 13402 99TH AVE SEMINOLE FL 33776 - 1505 GLENN, GLADYS GLENN, DWYNETTE 1836 N BETTY LN CLEARWATER FL 33755 - 1906 COREY, JAMES A II 1818 N BETTY LN CLEARWATER FL 33756 - N ALETTI CUSTOM HOMES INC 1007 SPRINGHARBOR WALK WOODSTOCK GA 30188 - 5725 MC GRATH, WILLIAM MC GRATH, ROBYN PO BOX 1836 LARGO FL 33779 - 1836 O'CONNELL, ROBERT E O'CONNELL, BARBARA L 2456 BAYWOOD DR W DUNEDIN FL 34698 - 2013 SKLAR, STEPHEN H 1477 FLANIGAN HILL RD HINSDALE NY 14743 - 9628 BRINSON, GWENDOLYN M 1830 N BETTY LN CLEARWATER FL 33755 - 1906 607 Indian Avenue FLS2005-04029 ? ? ? 1 i. ?? iJ. ?Y?f' ? ??Tw?- ? II]''j?(q?1??r]1.5i? f¦"l LS+1 ° ..._ Back Locate Help Exit '--Odes rl! L f1(?? T f , II * _ Layers ¦ • • . Asible A rAue Parcel > - Information ?I CHESTNUT MY t", o a Is ; r s , j 4 1 E r _ HAhAILTGN ,. ?-7 , Locate Pesults Mdress Score 1 607 INDIANA AVE 75 leiat«wate Zoning; Streets • ?? Parcels (7, Future Land Use I?, 0 Zoning r (7, Pinellas County f Aerial Photo tIn 4 ' Refresh Map PjA atieally } MDR Legend E ?a F,r:r;kr n j PINE Sf???ts LOR o a EMYR MACR CDR I DR Click on a number to locate the address on the map.Then ( T press on the toolbar. Click on the marked parcel to see Parcel Q and Flood Hazard Information. - ` Scale, 113,144 Map, 241506.y:_ I I =rr73.7 -- Image: 111 , 289 . Start , 0 El }>I ?- Tidemark Advantage city of , 1 Local intranet rv+atPr Clearwater Zoning... FIP>' Standard (FL} i_ r 8.40 All CITY OF CLEARWATE PROJECT NARRATIVI ORIGINAL (? L? U U a :!D ii. ttt U ? APR 2 8 200 t L> PLANNING & DEVELOPMENT SERVICES CTY OF CLEARWATER Harold Court Villas, Phase 2 Clearwater, Florida Prepared for. Harold Court Villas, L.L.C. 2506 Macdill Avenue, Suite A Tampa, Florida 33629 Prepared by: B LATZ C?A") & Associates, Inc. Engineers • Surveyors • Planners • Environmental Scientists • • Commercial. Real. Estate • Burcaw & Associates, Inc. 6402 W. Linebaugh Avenue - Suite A Tampa, Florida 33625 April 2005 Burcaw Project No. 05670 ORIGINAL Project Description The project consists of an 8-unit townhome community on 0.348 acres in the Downtown District, at the northeast corner of Harold Court and Indiana Avenue. The 0.348 acres abuts the previously permitted Harold Court Villas, and will be developed in the same style. The allowable density on this site is 25 units per acre. The community will have one entrance/exit via Indiana Avenue. The project is located in the City of Clearwater designated Downtown District, in the South Gateway District. The proposed townhome community is a Level One Permitted Use in this district. The following addresses the Flexible Standard Development criteria for attached dwellings in the Downtown District: Height: The City of Clearwater Community Development Code (Code) allows for a maximum height of 30-50 feet in the Downtown District. The proposed project would have a maximum height of 37 feet. Street Frontage: Driveways and garages will face the internal, private road. However, the units along Indiana Avenue and Harold Court will have an outward appearance. The community will have a sidewalk along Harold Court, as well as Indiana Avenue, to connect with the existing shopping center to the west. Off-Street Parking: The Code requires a minimum 1 - 1'/z parking spaces per unit, or 8 - 12 spaces for the development. The proposed project would offer a two-car garage in each unit, giving 16 parking spaces overall. Design Guideline Compliance: The following Downtown Redevelopment Plan narrative insures that the Downtown District Design Guidelines are being met. In addition, no metal fabricated buildings are proposed for this site, per Code. APR 2 8 2005 PLANMNG & DEVELOPMENT SERVICES (? _C'Y OF CLEARWATER 1 1, U) UI7NL ORIGINAL APR 2 8 2005 PLANNING & DEVELOPMENT f Downtown Redevelopment Plan SERVICES CITY OF CLEARWATER Harold Court Villas, Phase 2 will fulfill the Vision of the Downtown Plan by providing the needed residential component to the Downtown area. The townhome units are designed to be aesthetically pleasing from an architectural and landscaping standpoint. The townhome community, with its upscale image, will attract people to live within the Downtown area, promoting more shopping, employment, and recreation to take place there. Variety in housing types will also be satisfied, as no other upscale townhome communities currently exist within the area. Harold Court Villas, Phase 2 promotes a safe environment for the future residents and Downtown as a whole. Access is available only from Indiana Avenue. Driveways are accessed via an internal private road, with the only access through Indiana Avenue. Sidewalks are provided along Harold Court and Indiana Avenue connecting the community to the shopping center to the west. The Downtown Redevelopment Plan Visions, Goals, and Policies are accounted for and encouraged by the proposed development. Harold Court Villas, Phase 2 will promote new residents, and the safety of those residents, and as outlined below, have been designed to preserve the character and vision of the South Gateway District. South Gateway District Existing Character The proposed project will compliment the new community shopping center, which serves as an anchor to the South Gateway District, by bringing more residents to the area. The development of Harold Court Villas, Phase 2 uses vacant and underutilized land, which comprises a significant amount of the area, and creates a community feel where the new residents are walking distance from work, shopping, and recreation. The proposed project will also be of the same character as the previously approved Harold Court Villas. District Vision Use: In concurrence with the South Gateway Vision, vacant and underutilized land is being redeveloped as residential development at an urban scale, adding residents to shop at the community shopping uses nearby. Function: The stated function of the South Gateway District Vision does not apply to the land being developed by this project. • 0 ORIGINAL Development Patterns: The proposed townhome community is urban in nature, and promotes a pedestrian-friendly environment through sidewalks connecting the residential development to the Publix-Harbor Oaks Shopping Center to the west. The project is also within walking distance to the Pinellas Trail. Prohibited Uses: Attached dwellings are an approved use in this district. Intensity: With the requested vacation of right-of-way, the project complies with the stated density of 25 dwelling units/acre. The proposed floor area ratio is significantly less than the maximum allowed. Height: The proposed height will be significantly less than the suggested 50'. South Gateway District Policies The South Gateway District Policies generally do not apply to the proposed Harold Court Villas, Phase 2 project. D L APR 2 8 2005 1 L PLANNING & DEVELOPMENT SERVICES L _,_--_,?i'y OF CLEARWATER -- I DD L APR 2 8 2005 PLANNING $ DEVELOPMENT SERVICES :' . CITYOFCLEARWATER ORIGINAL Harold Court Villas Phase 2 STORMWATER MANAGEMENT PLAN Prepared For: Harold Court Townhomes, LLC 2506 Macdill Avenue, Suite A Tampa, FL 33629 . Prepared By: Matthew D. Campo, P.E. Florida Reg No. 53988 Burcaw & Associates Engineering, Inc. 6402 W. Linebaugh Avenue Tampa, FL 33625 t April 2005 Burcaw Project No. 045611 Ig . ; '.' kIIIIIpD. EP . L0Tti". 'APR- 2,ia5 ?+?0 NAB P.E. #5398E Harold Court Villas, Phase 2 Revised Stormwater Management Plan Prepared For: Harold Court Townhouses LLC ORIGINAL 1. INTRODUCTION It is the intent of this report to produce a quality surface water management plan for the project, which satisfies the requirements established by the Southwest Florida Water Management District (SWFWMD) and City of Clearwater. II. GENERAL INFORMATION A. Location The proposed residential townhome community is located in Section 16, Township 29 South, Range 15 East (a 0.348 acre parcel) on the northeast corner of Indiana Avenue and Harold Court in downtown Clearwater (see Location Map). B. Sewer Service and Water Supply Water and sewer services will be provided by the City of Clearwater. There are no existing wells on site. Burcaw & Associates, Inc. 1 April 2005 HAROLD COURT VILLAS, PHASE 2 CITY OF CLEARWATER, FLORIDA . D Now S;t Coach La Lira St 3 r- ''F.a, ?li"? ?«... " ?-« ...- ...'YV« 9.,-..??,.,....?.+,„.,.?...-.+.?...?.....?«,...d.....a ?«.?.. .4.w....?a.?,.w. o..a,.vti.a?.».-,.....w,w?...a.w.,Jw P ?tn cry F le C t r Franklin St i i )st € q ?'rf.9stt?t?tSa?? Court t F6 Tumar, Std ., { f f x Pine St r :SITE LOCAT t 1g n a ! ia Cd ?`,1ag nol6 C W ? s?yo? Pk-- LOCATION MAP DATE SCALE JOB NO. J[B LAR 6102 W. 13nehauQh A e.l, Suiae A APRIL 2005 NTS 05670 Tampa, Floe =3 62S PHONE: 813.882.1815 , Inc. P 13'S82. 808 DRAWN & Associates BSW CK'D BY MDC Harold Court Villas, Phase 2 Revised Stormwater Management Plan Prepared For: Harold Court Townhouses LLC C. Zoning, DRI and Other Permits 1. Zoning The site lies in the Downtown District, which is compatible with the proposed development. 2. DR/'s No DRI was required for this project. 3. Other Permits No other permits have been issued for this property. Permit applications are being submitted to the City of Clearwater and to the Southwest Florida Water Management District (SWFWMD). D. References The input data developed for the hydrologic model utilized the methodologies outlined in the "Urban Hydrology for Small Watersheds" SCS Technical release 55 Manual (TR-55). Other design manuals referenced include SWFWMD's "Management and Storage of Surface Waters Permit Information Manual", and. City of Clearwater Stormwater Manual. Topographic Survey: Topography of the study area was provided by Burcaw and Associates, Inc. and by use of SWFWMD Aerial Photography with Contour Maps. Soil Conditions: The soils and land use information was provided by use of the Pinellas County SCS Soils Survey Manual and supplemented with on-site borings by Burcaw Geotechnical Group, Inc. E. Maintenance of the Stormwater System The detention pond, inflow and outflow structures will be owned and maintained by the Home Owner's Association. A regular maintenance program will be developed for the site in a form similar to the "Operating and Maintenance Instructions" listed on the following page. Burcaw & Associates, Inc. 3 April 2005 Harold Court Villas, Phase 2 Revised Stormwater Management Plan Prepared For: Harold Court Townhouses LLC 2. OPERATION AND MAINTENANCE INSTRUCTIONS Operation The project's stormwater management system is a gravity operated system and requires no operator action. ' Maintenance 1. Ditches and Swales: All ditches and swales shall be.periodically mowed ' and cleaned. During the mowing operation, ditches and swales shall be inspected for bare spots, damage, and erosion. Any bare spots greater than one square foot in area shall be seeded or sodded to replace the grass cover. In case of erosion or damage where underlying soil is. ' missing, the missing soil shall be replaced and the area brought back to grade then seeded or sodded as required. ' 2. Inlet Grates: Inlet grates will be checked monthly for damage or blockage. Any damaged grates will be replaced or repaired. Any debris blocking full flow through the gate will be removed. 3. Pipes and Inlets: Pipes and inlets will be inspected yearly for damage or ' blockage. Any damaged pipes or inlets will be repaired or replaced. Any trash, debris or sand deposits will be removed. ' 4. Detention Ponds: All side slopes and maintenance berms will be periodically mowed and cleaned. During the mowing operation the ' ponds will be inspected for bare spots, damage erosion. Any bare spots greater than one square foot in area will be seeded or sodded to replace the grass cover. In case of erosion or damage where underlying soil is ' missing, the missing soil will be replaced and the area brought back to grade with seeding or sodding as required. In addition, cattails, bulrushes, and other nuisance vegetation will be cut back from inlet or outfall structures, to minimum extent needed to maintain design ' discharges. All inflow and outflow structures will be maintained by the procedures outlined for pipes, inlets and grates. Burcaw & Associates, Inc. 4 April 2005 Harold Court Villas, Phase 2 Revised Stormwater Management Plan Prepared For: Harold Court Townhouses LLC BASIS OF ANALYSIS This stormwater analysis was based on the SCS Method. The input data developed for the hydrologic model utilized the methodologies outlined in the "Urban Hydrology for Small Watersheds" SCS Technical release 55 Manual (TR-55). SWFWMD criteria requires treatment only for this site, however City of Clearwater requires treatment and attenuation. City design criteria requires the design to take 1/2 credit for existing pavement when calculating CN values. The following describe the parameters used in the stormwater analysis: A. Runoff Coefficients and Curve Numbers The SCS runoff curve numbers 'Cn' were developed considering soil type, land use, slope and depth to groundwater table. The following table lists the land use and Cn values used on generating the pre- and post-development runoff hydrographs. PRE/POST DEVELOPMENT LAND USE LAND USE Cn Open Land 49 / 39 Impervious 98 Open Water 100 B. Rainfall Intensity Amounts For the Water Management District and the City of Clearwater, treatment and attenuation shall be provided based on FDOT IDF curves. C. Time of Concentration The Time of Concentration was calculated based on length of flow path, slope, and type of cover. The calculation for the Time of Concentration is included in the appendix. Burcaw & Associates, Inc. 5 April 2005 SOILS: HSG: Ub - Urban Land B E.?; en. S - yon. Pl- ? W ?r 6402 T Liveb h A- ui augdAre Sm A Tunpa, Flo.Ia 33635 PHONE: 813.883.481 S & Associates, Inc. P w,yl1882.cerom SOILS MAP DATE SCALE JOB NO. APRIL 2005 NTS 05670 CK'D BY MDC Harold Court Villas, Phase 2 Revised Stormwater Management Plan Prepared For: Harold Court Townhouses LLC D. Groundwater Conditions The seasonal high groundwater elevation was determined in the field at 5 feet below natural ground per the Burcaw Geotechnical Report and Soil Survey of Pinellas County. Pond bottom elevation was established at 31.0'. In addition, field permeability tests were performed on-site, and have indicated vertical and horizontal hydraulic conductivity of 2 fUday and 6 fUday, respectively. See attached Geotechnical Report. E. Design Criteria The proposed development must adhere to two sets of design criteria, the City of Clearwater Department of Public Works Storm Drainage Design Criteria, and the SWFWMD criteria. For SWFWMD, the proposed project requires treatment volume of %2" of rainfall over the project site, as is consistent with the City of Clearwater's requirements. For the City of Clearwater, a design frequency of the 25 Year storm is used in their analysis, as required for detention areas with outfalls. IV. DESCRIPTION OF ANALYSIS A. Drainage Basins Included in the appendix is a Drainage Basin Map depicting the basin line used in this analysis. The drainage basin analyzed consists of all areas effected by redevelopment and that portion of Harold Court that drains through the site in existing conditions. The total area of land included in this analysis is 0.323 acres. B. Existing Conditions The existing site contains a single-story masonry building and an asphalt parking lot. The balance of the site is grassed with fair cover. The pre-conditions basin will be comprised of the west 0.188 acres of the site, or that portion draining west to the Indiana Avenue right-of-way. The peak discharge in the pre-development conditions is 0.53 cfs. Burcaw & Associates, Inc. 7 April 2005 Harold Court Villas, Phase 2 Revised Stormwater Management Plan Prepared For: Harold Court Townhouses LLC C. Proposed Conditions In the post condition, the site will be developed as residential townhomes. The controlling criteria is that established by the City of Clearwater, which requires attenuation of the 25-year, 24-hour storm event, where SWFWMD requires treatment only for this project. The 0.323 acre post-conditions basin will be treated and attenuated in the proposed stormwater pond at the east side of the site. From the pond, the runoff will flow through a smart box with internal weir, where it will discharge into the City of Clearwater storm sewer system. Peak discharge in the post-developed conditions is 0.51 cfs. POST CONDITIONS POND DATA TABLE Pond ID Pond Bottom Weir Invert Peak Elevation Peak Discharge 1 31.0 31.65 33.92 0.51 Note: All elevations in ft.-NAVD. All flows in ds. D. 100 Year Floodplain The site is within the FEMA designated Flood Zone "X" per FIRM Community Panel #12103C 0108G revised September 3, 2003. See Flood Map. Flood Zone "X" denotes areas outside of the 500-year floodplain. No flood encroachment is proposed for this project. E. Water Quality Treatment Water quality treatment will be provided to meet criteria set forth in FDEP 62-25 regulations using dry retention. The first half inch of runoff from the area will be treated in the pond between the pond bottom and the design low water (DLW). A modret analysis and pre calculations have been provided to demonstrate recovery of the retention volume within 24 hrs. F. Wetland Impacts No wetland impacts will result with the development of this project. Burcaw & Associates, Inc. 8 April 2005 lA w j PARK a mzl- PIERCE :5 x r- 0 w `E FRANKLIN w 2 w Q 2 u W 7 16 9ARKLEY ST 08 CHESTNUT 2 z h > a a C SCE ' ?a W CLEVELAND RNER w Z Q STREET IT DRUID w L W Q JASMINE WAY SOURCE: FEMA FIRM NO. 12103C 0108G DATE: September 3, 2003 ZONES: "X" - Areas determined to be outside 500-year floodplain. &,nre. S?v. ,.,,. Flaomsa G 6402 W. Line6au?8h8' A.?x.. A- Suim A Tampa, Florid.3 625 PHONE: 813.882.4815 & Associates, Inc. AFFA7L 8613..8 82.2.308 LB # 6e90 STREET STREET COURT FLOOD MAP DATE SCALE JOB NO. APRIL 2005 NTS 05670 CK'D BY MDC 17 Z ?w Harold Court Villas, Phase 2 Revised Stormwater Management Plan Prepared For: Harold Court Townhouses LLC V. APPENDIX 1. Drainage Basin Map 2. Calculations A. Runoff Curve Numbers B. Stage Storage Calculations C. Time of Concentration Calculations 3. AdICPR Analysis 4. Modret Analysis 5. Geotechnical Report Burcaw & Associates, Inc. 9 April 2005. Harold Court Villas, Phase 2 Revised Stormwater Management Plan Prepared For: Harold Court Townhouses LLC Drainage Basin Map A April 2005 I I I I II I I I I II i! I i II II ? ? II I I I I 1 II II '1 I I 1 I ? II ? II II II !I I I cn? I LOT 4 \ II I I I ? ? I II One Story LOT 3 Concrete Block I II Building II \ 6' Vinyl II Found 3"x3° L Found 3°x3' Fence I F CM S8929-14-E 70.13'(F) 69.5'(C) CM S892644'E 59`82'(F) 60'(P) C t PRE BASIN One ,° p'die Concrete Block I 0.188 ACRES I M. Fl. o°v. - 35.77 _ I/Aluminum I rSh ed COnC. $°, SI ob 04 t 'N a I? :Ln LOT 6 f I? I i I_ LOT 5 I ?O 3 ASPHALT PARKING U0 O 0 ` Q I 0 O Z ~? I I I Swale ICI " F I ---- •-¦- ()%M y?e _ - - - - Brick - J N 37.57'(F) 60'(P) 10"12" ?'-L-?---- 139.0'(P) ----- ----- Edge of Pavement -- HAROLD OOM j DATE SCALE JOB NO. E Siu.•--Plam?cn pRE-CONDITIONS E m?.?s?ic- 6402 T . LmcFmh A.c., $ul[C A DRAINAGE BASIN APRIL 2005 it, = 20' 05670 a-Pa, lnZ. 33625 p p [? : 811982.481 & Associates, Inc. PHONE 3BBnc 8085 DRAWN BsW FU b? MR C+W .= "° 7M CK'D BY MDC 1 $-OST BASIN 0.3 ACRES 3 I14 1 'I o' i ; ? ; a ? ors ? I _ F LS di LS ?J L? D 5 6 7 8 • M moon- _W i ----------- ------ L--------- - - - - --------------------- Edge of Pavement-- 3 wm _ _ ? - - -- - ---- ??N'VV?11 --- wm ---- wm T T F" Engmecn•Sun•cvan•Plumm POST-CONDITIONS DATE SCALE JOB NO. ?? ?[7-?\ ` ? • Envvonmrncal Scr.?me 1?/1? J ,; `W µ01 W. Lmchaugh A—. Sw A APRIL 2005 1" = 20' 05670 Tampa.Fo°.,x33615 DRAINAGE BASIN : 83.8821 S, 13'-8 2.3 08 DRAWN Bsw & Associates, Inc. P'FAAX:h8 ?a'"c _fi_dA"'°„ N..:7M CK'D BY MDC Harold Court Villas, Phase 2 Revised Stormwater Management Plan Prepared For: Harold Court Townhouses LLC Runoff Curve Numbers B April 2005 13490 Page 1 4/26/2005 Pre-Development SCS - Runoff Curve Number Decription Area (A) Curve No. (Cn) Cn x A Cover type & hydrologic condition Impervious 0.067 98 6.52 existing buildings, concrete, asphalt Open Space - grass (A) 0.122 49 5.95 grass cover in fair condition Total area = 0.188 12.47 66.= Weighted Cn Per City of Clearwater Stormwater regulations, 1/2 of the actual impervious area In pre-development conditions Is used in calculating Cn. The actual acreage is 0.133 ac. Post-Development Site Decription Area (A) Curve No. (Cn) Cn x A Cover type & hydrologic condition Open Space - grass (A) 0.100 39 3.90 Grass cover in good condition Impervious 0.218 98 21.33 Buildings, concrete, asphalt Ponds 0.005 100 0.48 Total area = 0.323 25.72 80 = Weighted Cn 13490 Page 1 4/26/2005 Harold Court Villas, Phase 2 Revised Stormwater Management Plan Prepared For: Harold Court Townhouses LLC Stage Storage Calculations C April 2005 Water Quality Treatment Harold Court Villas, Phase 2 Pond ' Project: Harold Ct Phase 2 Date: 27-Apr-05 Project No.: 05670 Filename: Basin Area: 0.323 Ac ' Runoff (in): 0.5 in Top of Bank El.: 34 Ft ' Area @ T.O.B.: 0.0450 Ac Pond Bottom : 31 Ft Increment: 1 Ft ' Side Slopes: 3 : 1 Elevation Area (Ac) Avg. Area (Ac) Volume (Ac-Ft) Acc. Vol. Trt. Vol. (Ac-Ft) (Ac-Ft) DLW ' 31.00 0.004 0.0000 0.02 0.02 0.0134 31.63 USE 31.65 ' 32.00 0.018 0.0181 0.02 0.02 33.00 0.032 0.0430 ' 0.04 0.04 34.00 0.047 0.0823 Harold Court Villas, Phase 2 Revised Stormwater Management Plan Prepared For: Harold Court Townhouses LLC Burcaw & Associates, Inc. Time of Concentration D April 2005 4/27/2005 Time of Concentration job# 10-510.20 Flow Type Length (feet) Slope Velocity Land Use P (inches) n Flow Time BASIN From To (Ft /Sec) (hours) Sheet dense PRE 0 65 0.01154 n/a grasses 4.30 0.24 0.181 Shallow dense Concentrated 65 110 0.00010 0.16 asses 4.30 n/a 0.077 Open Channel Flow 0 0 0.00000 0.55 n/a 4.30 n/a 0.000 lime of Concentration 1 0.26 Prepared by 13490 4/27/2005 Page 1 Harold Court Villas, Phase 2 Revised Stormwater Management Plan Prepared For: Harold Court Townhouses LLC AdICPR Analysis E April 2005 Basins ---------------- Name: POST Node: POND Status: Onsite Group: BASE Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Flmod Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 10.00 Area(ac): 0.323 Time Shift(hrs): 0.00 Curve Number: 80.00 Max Allowable Q(cfs): 999999.000 DCIA(%): 0.00 ------------------------ Name: PRE ------- --------------------------------------------------------------------- Node: PRE Status: Onsite ' Group: BASE Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Factor: 256.0 ' Rainfall File: Rainfall Amount(in): Flmod 0.000 Storm Duration(hrs): 0.00 Time of Conc(min): 15.60 .Area(ac): 0.188 Time Shift(hrs): 0.00 Curve Number: 66.00 Max Allowable Q(cfs): 999999.000 DCIA(%): 0.00 ------------- - ------------------------ Nodes ------- - - --------- Name: OUTFACE Base Flow(cfs) 0.000 Init Stage(ft): 26.600 Group: BASE Warn Stage(ft): 27.850. Type: Time/Stage Time(hrs) Stage(ft) --------------- --------------- 0.00 26.600 12.00 27.850 24.00 26.600 Name: POND Base Flow(cfs): 0.000 Init Stage(ft): 31.000 Group: BASE Warn Stage(ft) 34.000 Type: Stage/Area 1 Stage(ft) Area(ac) --------------- ------------ 31.000 --- 0.0043 32.000 0.0180 ' 33.000 0.0318 34.000 0.0469 -------------------- ' Drop Structures Name: CS1 From Node: POND Length(ft): 147.00 Group: BASE To Node: OUTFALL Count: 1 ' UPSTREAM DOWNSTREAM Friction Equation: Average Conveyance Geometry: Circular Circular Solution Algorithm: Automatic Span(in): 15.00 15.00 Flow: Both Interconnected C hannel and Pond Routing Model (ICPR) 02002 Streamline Technologies, Inc. Page 1 of 3 Rise(in): 15.00 15.00 Invert(ft): 28.000 26.600 Manning's N: 0.013000 0.013000 Top Clip(in): 0.000 0.000 Bot Clip(in): 0.000 0.000 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall *** Weir 1 of 2 for Drop Structure CS1 *.** Count: I Type: Vertical: Mavis Flow: Both Geometry: Rectangular Span(in) : 1.50 Rise(in): 3.00 *** Weir 2 of 2 for Drop Structure CS1 *** Count: 1 Type: Vertical: Mavis Flow: Both Geometry: Rectangular Span(in): 2.00 Rise(in): 9999.00 Entrance Loss Coef: 0.500 Exit Loss Coef: 0.000 Outlet Ctrl Spec: Use do or tw Inlet Ctrl Spec: Use do Solution Incs: 10 Bottom Clip(in): 0.000 Top Clip(in): 0.000 Weir Disc Coef: 3.130 Orifice Disc Coef: 0.600 Invert(ft): 31.650 Control Elev(ft): 31.650 Bottom Clip(in): 0.000 Top Clip(in): 0.000 Weir Disc Coef: 3.130 Orifice Disc Coef: 0.600 Invert(ft): 33.250 Control Elev(ft): 33.250 TABLE TABLE ----------------------------------- ----------------------------------- Hydrology Simulations ----------------------------------- ----------------------------------- ------------------------------------------------------- ------------------------------------------------------- ------------------------------ ------------------------------------------------------- ------------------------------------------------------- Name: 25yr24hr Filename: F:\Projects\Engineering\05670\Correspondence\Drainage\AdICPR\25yr24hr.R32 Override Defaults: Yes Storm Duration(hrs): 24.00 Rainfall File: Flmod Rainfall Amount(in): 9.00 Time(hrs) Print Inc(min) --------------- --------------- 8.000 10.00 16.000 5.00 24.000 10.00 ----------------------------------- ----------------------------------- Routing Simulations ----------------------------------- ------------------------------------------------------- ------------------------------------------------------- ------------------------------------------------------- Name: 25yr24hr Hydrology Sim: 25yr24hr Filename: F:\Projects\Engineering\05670\Correspondence\Drainage\AdICPR\25yr24hr.I32 Execute: Yes Restart: No Patch: No Alternative: No Max Delta Z(ft): 1.00 Delta Z Factor: 0.00500 Time Step Optimizer: 10.000 Start Time(hrs): 0.000 End Time(hrs): 24.00 Min Calc Time(sec): 0.5000 Max Calc Time(sec): 60.0000 Boundary Stages: Boundary Flows: Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc. Page 2 of 3 Time(hrs) Print Inc(min) ------------ 8.000 --- --------------- 10.000 16.000 5.000 24.000 10.000 Group - Run ----------- BASE --- ----- Yes Boundary Conditions ------------------- ------------------- Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc. Page 3 of 3 Basin Name: POST Group Name: BASE Simulation: 25yr24hr Node Name: POND Basin Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Fator: 256.0 Spec Time Inc (min): 1.33 Comp Time Inc (min): 1.33 Rainfall File: Flmod. Rainfall Amount (in): 9.000 Storm Duration (hrs): 24.00 . Status: Onsite Time of Conc (min): 10.00 Time Shift (hrs): 0.00 Area (ac): 0.323 Vol of Unit Hyd (in): 1.000 Curve Number: 80.000 DCIA 0.000 Time Max (hrs): 12.04 Flow Max (cfs): 1.472 Runoff Volume (in): 6.566 Runoff Volume (ft3): 7688.988 -------------------------------------------------------------------------------- Basin Name: PRE Group Name. BASE Simulation: 25yr24hr Node Name: PRE Basin Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Fator: 256.0 Spec Time Inc (min): 2.08 Comp Time Inc (min): 2.08 Rainfall File: Flmod Rainfall Amount (in): 9.000 Storm Duration (hrs): 24.00 Status: Onsite Time of Conc (min): 15.60 Time Shift (hrs): 0.00 Area (ac): 0.188 Vol of Unit Hyd (in) 1.000 Curve Number: 66.000 DCIA (%-): 0.000 Time Max (hrs): 12.10 Flow Max (cfs): 0.529 Runoff volume (in): 4.838 Runoff Volume (ft3): 3301.821 Interconnected Channel and Pond Routing Model (ICPR) 02002 Streamline Technologies, Inc. Page 1 of 1 Max Time Max Warning Max Delta Max Surf Max Time Max Max Time Max Name Group Simulation Stage Stage Stage Stage Area Inflow Inflow Outflow Outflow hrs ft ft ft ft2 hrs cfs hrs cfs OUTFALL BASE 25yr24hr 12.00 27.850 27.850 0.0017 0 12.62 0.506 0.00 0.000 POND BASE 25yr24hr 12.62 33.920 34.000 0.0050 1990 12.08 1.424 12.62 0.506 Interconnected Channel and Pond Routing Model (ICPR) 02002 Streamline Technologies, Inc. Page 1 of 1 Harold Court Villas, Phase 2 Revised Stormwater Management Plan Prepared For: Harold Court Townhouses LLC Modret Analysis Burcaw & Associates, Inc. F April 2005 MODRET SUMMARY OF UNSATURATED & SATURATED INPUT PARAMETERS PROJECT NAME : Harold Phase 2 MANUAL RUNOFF DATA USED UNSATURATED ANALYSIS EXCLUDED Pond Bottom Area Pond Volume between Bottom & DHWL Pond Length to Width Ratio (L/W) Elevation of Effective Aquifer Base Elevation of Seasonal High Groundwater Table Elevation of Starting Water Level Elevation of Pond Bottom Design High Water Level Elevation Avg. Effective Storage Coefficient of Soil for Unsaturated Analysis Unsaturated Vertical Hydraulic Conductivity Factor of Safety Saturated Horizontal Hydraulic Conductivity Avg. Effective Storage Coefficient of Soil for Saturated Analysis Avg. Effective Storage Coefficient of Pond/ExfiItration Trench Hydraulic Control Features: Groundwater Control Features - Y/N Distance to Edge of Pond Elevation of Water Level Impervious Barrier - Y/N Elevation of Barrier Bottom 200.00 ft2 3,402.00 ft3 5.50 26.00 ft 29.00 ft 31.00 ft 31.00 ft 33.92 ft 0.11 2.00 ft/d 2.00 6.00 ft/d 0.20 1.00 Top Bottom Left Right N N N N 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 N N N N 0.00 0.00 0.00 0.00 MODRET TIME - RUNOFF INPUT DATA PROJECT NAME: HAROLD PHASE 2 STRESS PERIOD NUMBER INCREMENT OF TIME (hrs) VOLUME OF RUNOFF (ft3) Unsat 0.00 0.00 1 1.00 584.00 2 5.00 0.00 3 6.00 0.00 4 6.00 0.00 5 6.00 0.00 6 6.00 0.00 7 6.00 0.00 8 6.00 0.00 9 6.00 0.00 10 6.00 0.00 11 6.00 0.00 12 6.00 0.00 13 6.00 0.00 MODRET SUMMARY OF RESULT'S PROJECT NAME : Harold Phase 2 .CUMULATIVE TIME (hrs) WATER ELEVATION (feet) INSTANTANEOUS INFILTRATION RATE (ds) AVERAGE INFILTRATION RATE (ds) CUMULATIVE OVERFLOW (ft3) 00.00-0.00 29.000 0.000 0.00000 0.00 29.000 0.02974 0.02756 1.00 31.416 0.02537 0.00 0.01444 6.00 31.193 0.01181 0.00 0.00866 12.00 31.032 0.00747 0.00 0.00628 13.67 31.000 0.00564 0.00 0.00501 24.00 30.823 0.00460 0.00 0.00420 30.00 30.745 0.00391 0.00 0.00363 36.00 30.678 0.00341 0.00 0.00320 42.00 30.619 0.00303 0.00 0.00286 48.00 30.566 0.00273 0.00 0.00259 54.00 30.518 0.00248 0.00 0.00237 60.00 30.474 0.00227 0.00 0.00218 66.00 30.434 0.00210 0.00 0.00202 72.00 30.396 0.00 Maximum Water Elevation: 31.416 feet @ 1.00 hours Recovery @ 13.675 hours * Time increment when there is no runoff WARNING Maximum Infiltration Rate: 2.044 ft/day Exceeds Vertical Permeability: 1.000 ft/day INFILTRATION : HAROLD PHASE 2 M y.r 12 L C C E M 0 2 4 6 8 10 12 Time (hrs) Total Volume Infiltrated = 584 ft' INFILTRATION : HAROLD PHASE 2 C O _N W N N 31 I I I I I I I I I . I I I ! I I ? ,? I I I I ! I ? I ! ? I • I I I i i I I ! I I i i `•,, I i ! I ( j I i j ? ! i ! I I I I. I .•? I I i I ! I ! I I ! i ! I I j I i i I ! ! I I i I ! I ! I I I ! ! ! i i I I I I I I I ? I ' Geotechnical Group Incorporated t Geotechnical Engineering Construction Materials Testing • ' June 22, 2004 ' Mr. Matthew Campo,P.E. Burcaw & Associates, Inc. .6402 W. Linebaugh Ave., Suite A Tampa, Florida 33625 RE: Geotechnical Exploration and. Testing Harold Court Development ' Pinellas County, Florida BGG Project No.: G04-611 ' Dear Mr. Campo: Burcaw Geotechnical Group, Inc. (BGG) has completed the geotechnical subsurface exploration for the above noted project. We provided our services in general accordance with our proposal' ' number GP04-654, dated May 19, 2004. The purpose of our study was to explore the subsurface soil and groundwater conditions within the vicinity of the proposed storm water ponds identified on a site plan provided by you.-The subsurface soils were explored through the.advancement of four (4) hand auger borings. Two (2) field permeability tests were also performed in pond areas during our field work. This brief report summarizes our review.of applicable published site information, ourfield exploration and presents the results of our field testing. ' CURRENT AND PROPOSED DEVELOPMENT The property is generally a rectangular shaped parcel located north of Pine Street and, east of ' Indiana Avenue in Pinellas County, Florida. The property is currently occupied by several one and two story buildings consisting of single family homes and a small industrial. building. The property. is bordered by open land to the west with Indiana Avenue beyond and residential development to the north and south. The property is further bounded by an improved parking lot to the east. From our review of a conceptual site'plan provided we understand the planned development will ' consist of the.construction of about 18 townhomes in four separate buildings. The project-will also- include the excavation of three storm water ponds and the construction of asphalt driveways and exterior hardscape. PUBLISHED SITE INFORMATION As part of our study we have reviewed applicable sections of the Soil Survey for Pinellas County Florida. According to the "Soil Survey of Pinellas County', as prepared by the U.S. Department of ' Agriculture Natural Resource Conservation Service (formerly the Soil Conservation Service) the subject property is primarily underlain by: ¦ Urban land -Astatula complex, The MRCS describes this unit as.a mixture of Astatula fine ' sand and urban land that is covered with houses, industrial. buildings, pavements and'other structures. This complex has been modified by cutting, grading and shaping. 6402 W. Linebaugh Ave., Suite A Phone: 1.$13.818.4606 Tampa, FL 33625 www.burcawinc.com Fax: 1.813.891.6686 Proposed Harold Court Development BGG Project No. G04-611 June 22, 2003 Page 2 SUBSURFACE CONDITIONS During our field exploration four (4) hand auger borings were advanced to depths about 8 feet below ground surface (bgs). The hand auger borings were advanced by manually rotating a hand held, small diameter bucket auger into the subsurface soil. The cuttings brought to the surface were logged in the field and representative samples obtained at each change in soil stratum.. In general, our hand auger borings encountered brown to pale brown fine sands from ground surface to the auger termination depth at 8 feet. Detailed descriptions of the soils encountered in our hand auger borings are presented on the attached auger boring logs. Groundwater was not encountered over the 8 foot depths explored. No indication of moisture was apparent in the soil samples recovered from our hand auger borings. We therefore estimate the depth to groundwater to be at a depth greater than 8Y2 to 9 feet (bgs) at the time our auger borings were performed. ' The seasonal high water table is typically encountered during late summer following the rainy season. Several factors can affect the seasonal high groundwater level such as drainage characteristics of the soils; land surface elevation; and relief points such as lakes, rivers and ' swamps. Based on our past experience, the soil indicators exposed in our borings and our review of the soil survey for Pinellas County, we estimate the seasonal high groundwater level at this site may be encountered at a depth about 5 feet below current ground surface. ' FIELD PERMEABILITY TESTING Two field permeability tests were performed in pond areas at this site. The locations of our field ' testing can be inferred from the attached Plate 1, (Boring and Test Location Plan). Our field testing was performed based on falling head test methods. The testing was performed at an approximate depth of 4 feet (bgs). Groundwater was not encountered at the test locations within the depths ' explored by our hand auger borings. Estimates of both vertical (Kv) and horizontal (Kh) hydraulic conductivity based on our field testing are presented in the following Table: Kv Kh* Location Vertical Hydraulic Horizontal Hydraulic Conductivity Conductivity (ft./day) (ft/day) Perm 1 7 14 Perm 2 2 6 LIMITATIONS This report has been prepared forthe exclusive use of Burcaw & Associates, Inc., forthe specific application to the project previously discussed. Our findings have been rendered using generally accepted standards of geotechnical engineering geology practice in the state of Florida. No other warranty is expressed or implied. Proposed Harold Court Development BGG Project No. G04-611 June 22, 2003 Page 3 ' Our findings are based on the design information furnished to us, the data obtained from the previously described subsurface exploration, and our experience. They do not reflect variations in the subsurface conditions that are likely to exist in the region of our hand auger borings and in t unexplored areas of the site. These variations are due to the inherent variability of the subsurface conditions in this geologic region. ' CLOSING Burcaw Geotechnical Group Inc. (BGG) appreciates the opportunity to be of service to Burcaw & Associates, Inc. by providing these geotechnical consulting services. If you have any questions ' concerning our findings and test results, please do not hesitate to contact the undersigned. Sincerely, ' Burcaw Geotechnical Group, Inc. ' /s'e, R. George J. Stepanchak, P.E. Geotechnical Engineer Geotechnical Department Manager ' Fla. Registration No. 58390 ' Attachments: Boring and Test Location Plan (Plate 1) Hand Auger Boring Logs ' gAprojects\2004 projects\g04-611 harold court development geo\g04-611 harold court development- perm's.doc LOI J a ?•' L" uN c CM pt rr: .. t `,raaMn b .r.:y Fc„c . ca?i '02' ? a.c ? f4;000 a3.i c ?! cd i F a_r3 tJ.ES°_.r-?F'I.At rnT r _ _h;??' BORING AND TEST. LOCATION HA-3 I ' >>? i { *' PLAN f.? ? 41 ?- 3 nn'r ?w :mow a 94 Lo.. i?a5 i 1 cai 4E4 PERM^'2 A? _ _ . -- ---f I- f .-,rte `T ? ' I I iL6P1 _ i) 1 ?. i 141 20 ? --r-y--?- -`F3dN F{fi9'3S•^6"4Y y ^ I I rh ?i? ^y? 1 r ? e? WV c. LEGEND L ' ' l - rr--i o N,=r I PERM-1 kg J Y: i '!;} „ • ?? ' / ! I; ?: r? PERMEABILITY TEST LOT 10 HAND AUGER BORING { f , s{ ?? t i r'? er: ! JIG; 1 (I i I1 i?`r `ii :r? „`, I ?1, Imo' 2 2' ? 29" [ q 11 71 ` r 1 DRAWING PROVIDED BY: BURCAW b ASSOCIATES, INCA:-Y• -- ° DATE SCALE JOB NO. ..`°l&°lUJ'?-T . Co.??o , .. .???. 3368 622 SW_ wT< , FV HAROLD COURT 6.07.04 .T.S. -61 G041 1606 ' OO`'' PHONE: 813 818 . . PAX: 813.891.66a6 DRAWN: " PLATE 1 Geotechnical Group, Inc. CHKD: GS AUGER BORING LOGS BGG Project No. G04-611 Auger Borings performed 05.25.04 HA-1 Depth ft. Soil Description ' 0 - 1'/2 Brown, very fine SAND (SP) with trace rootlets and roots 1Y2-8 Pale brown, fine SAND (SP) with trace rootlets and roots; at 3'/2 feet minor orange staining ' 8 Boring terminated Groundwater was not encountered at completion of boring. HA-2 De th ft. Soil Description ' .0-1 Brown, very fine SAND (SP) with trace shell and rootlets 1-3 Pale brown, very fine SAND (SP) 3-8 Light brown, fine SAND (SP) with trace orange mottles 8 Boring terminated Groundwater was not encountered at completion of boring. HA-3 Depth ft. Soil Description 0 - %2 Brown, fine SAND (SP) with trace roots, rootlets and shell Pale brown, fine SAND (SP-SM) with trace silt, shell, roots and rootlets 21/2-8 Light brown, fine SAND (SP) with trace orange mottles; at 5 feet trace roots 8 Boring terminated Groundwater was not encountered at completion of boring. ' HA-4 Depth ft. Soil Description 0 - 1'/4 Gray-brown, fine SAND (SP-SM) with trace silt, rootlets and roots 11/4-21/2 Brown, fine SAND (SP) with trace rootlets and roots 2%2 - 3 Pale brown, fine SAND (SP) with trace roots 3-8 Light brown, fine SAND (SP) with trace roots; at 3'/2 feet trace orange mottles ' 8 Boring terminated Groundwater was not encountered at completion of boring.