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FLS2004-12082 (2)Cle"arwater U r Planning Department 100 South Myrtle Avenue Clearwater, Florida 33756 Telephone: 727-5624567 Fax: 727-562-4865 ? SUBMIT ORIGINAL SIGNED AND NOTARIZED APPLICATION ? SUBMIT 14 COPIES OF THE ORIGINAL APPLICATION including 1) collated, 2) stapled and 3) folded sets of site plans ? SUBMIT APPLICATION FEE 47S 0 CASE DATE RECEIVED: RECEIVED BY (staff initials): ATLAS PAGE #: ZONING DISTRICT: LAND USE CLASSIFICATION: SURROUNDING USES OF ADJACENT PROPERTIES: NORTH: SOUTH: WEST: EAST: * NOTE: 15 TOTAL SETS OF INFORMATION REQUIRED (APPLICATIONS PLUS SITE PLAN SETS) FLEXIBLE STANDARD DEVELOPMENT APPLICATION (Revised 11/18/03) PLEASE TYPE OR PRINT --- NAL A. APPLICANT, PROPERTY OWNER AND AGENT INFORMATION: (Code Section 4-202.A) APPLICANT NAME: Lc0 aEr f0%JrWW P21d EiSS _ 1 Ar e-, MAILING ADDRESS: 20 SO W EA V At- PACK- are. PHONE NUMBER: +4n7t ? 0035' FAX NUMBER: PROPERTY OWNER(S): J . C W aA y bac- (Must include ALL owners as listed on the deed - provide original signature(s) on page 6) DEC 2 2 2004 AGENT NAME: ?G141rEcT_ lA) MAILING ADDRESS: lea 3 4 S4#1 120 Y X7 /C . CITY OF CLEARWATER PHONE NUMBER: -733- 3767 FAX NUMBER: 7 33 - 3 7 6 9 CELL NUMBER: S6 0- 0 9 6 9 E-MAIL ADDRESS: P 0 R C 14 ® 45; .47-E - AJ T B. PROPOSED DEVELOPMENT INFORMATION: (Code Section 4-202.A) STREET ADDRESS of subject site: 1 4 g O AJ . 0 e L C F-1 E'er LEGAL DESCRIPTION: S L-'E '4 2=7A id (if not listed here, please note the location of this document in the submittal) PARCEL NUMBER: 12 / 2 4 i s' 7018 Z1/OO I /St0 0 PARCEL SIZE: G C/ 3 7, S8 4 . / (acres, square feet) PROPOSED USE(S) AND SIZE(S): S EE /3E-L O Gal (number of dwelling units, hotel rooms or square footage of nonresidential use) DESCRIPTION OF REQUEST(S): Moo jCic.4rrO %J az-= GL°'V. 0-oroC2 FLS EnO3 - 120 C 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.) TO A" Q W 1Foe Mae i P .CA7-,ewJ d1= tSttuP4NC'?_--__121!?rA 1L 1.700 S F _ N 8 Page 1 of 6 - Flexible Standard Development Application- City of Clearwater i 1 4 9 o--f . a F, (-c y e--v- LEGAL DESCRIPTION, czf_ TWIT PART T WM 6 #M'& LM WM CFW iU?'fFi iW T VAY w RAC fiOAQ OT CF TW %W MW CF WAY OF MjM i1011D CD ;WffWAY(F= WJMMW jq TWWWWv4CFWjo?j 2, W f VnMj 13 W. A roc c I IF ff RBA MWM OF FMIM Cq X1Y, R %ja WX PARTTL'IU&y M FQjM C) FW TFE FJISf V4 C% 0 W SEA W a Mff sotmt RIY4 II EAST AJJ T Naoo W ALt?6 T1f EAr em ! mw S MW 1W CMMM T MUM MA >H Fit M A Pair LYM AT ff MSMt1T#! T WO M.M IM W WW Me 1W AL" Tff c M T M Ate? 9" A 40 ACE LW- 20 FEET. JHW t+iDOtTM 4W FAT TO A PUW LYM tN '!HE MMERWFORTW!F'WtEBM4ft RESM Nml0 v&Mspa NWM Off OFWAY=a FEET. DOM4MOW 17'17F MM%*,'E !flit FO. POM Mocut M FEET TO A PW LYN ON Ttf WTH MW CF WAY OF TW SCL k" MOM MW OF WAY Mc FEET TO A PW LYM ON TW aBT WK T NAY T EE06 M Tfta?M rte, VXV2K AL(H WAY WA FAT TO A PW UM ON THE NWM ;off (F WAY CF f AND A9 D no TTf PCNT OF %Mft CONTAINING 1 37364. 10 00. FT. OR 3 . 1 305 ACRES MORE OR LESS, 40 W W F-- 1 N Q a W CQ cat W U ?J c) z0 "-A C3 Z ? E2 5 u I; r ORIGINAL DOES THIS APPLICATION INVOLVE THE TRANSFER OF DEVELOPMENT RIGHTS (TDR), A PREVIOUSLY APPROVED PLANNED UNIT DEVELOPMENT, OR A PREVIOUSLY APPROVED (CERTIFIED) SITE PLAN? YES _ NO _ (if yes, attach a copy of the applicable documents) C. PROOF OF OWNERSHIP: (Code Section 4-202.A.5)? 5Y SUBMIT A COPY OF THE TITLE INSURANCE POLICY, DEED TO THE PROPERTY OR SIGN AFFIDAVIT ATTEr-VNG 21I LUU`tP (see page 6) Cll.. D. WRITTEN SUBMITTAL REQUIREMENTS: (Code Section 3-913.A) PLANNIN(-4 DEPARTMENT CITY OF CLEARWATER ? 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. E k Ze de o .e ?iC B c..o..?or mea f2 '4 "J ..5,4 of A p" J.?r?xie.G Oc?C.y,001e9.?CV 7-'d P.eour OC J*yrry F'.gSTS' J?o O t? Ta /•v.? ?.tt r? ?? c_ / An J , C c. i ?u?-E t. . 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. A nor/ _ oA+C cE L. P.aE tJ, O C y E?• 0 /?b0 . I?C'kJ f/ S E GJ?/? -V O T dA;? C.et?ASC Igo J_ Q?20 P. Vol L. a49- 3. The proposed development will not adversely affect the health or safety or persons residing or working in the neighborhood of the proposed use. Z;W,w G?6iGA?6 OF I?OJ. /?E/ISO.r/S ldiL?.- QE JorD7?GTL•? .ts Y Tl-f t 'F.- EE SYS' zIgm - W r•/f CN SN.o s 4? e2E ra v of Fb= 70 I y dcr v E • R-0 clC- •• PaOCOTb c7-F,04J 4. The proposed development is designed to minimize traffic congestion. //V r'T< idA L 72tI¢ Fly/C M 9ST-LV .4i?7-1 CI o4 T't 42 E4e,00 1 J-=X 4E.7- JO dm ree y'490iG - 40Vo OCt-67/-S Gal?•..??t'7e4' ¢ /?/77E?.y.4L 5. The proposed development is consistent with the community character of the immediate vicinity of the parcel proposed for development. -4-4-10nY A-0210-0200'rraver EXrA=fr/o,---- ?irh-?r2?o.e C J9.,/ A dAJ#J -Y 6. The design of the proposed development minimizes adverse effects, including visual, acoustic and olfactory and hours of operation impacts, on adjacent properties. .E'er -- /zkrsT h? o vets ?o L+/i?C ?y o.?t. y ?.eo,re: /}QQ o ?dm r&! '7? G R G-00%9 A 77Xp-TO A:Z E 005e.4v yi 4>es0 IiYProvide complete responses to the applicable flexibility criteria for the specific 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: '41 L. ?4-0? 1-d ,,Q.y y ?eE's . Zo.? ? . /i c c ?s a,.? L y o.,v? .eyr?ee? 05&4117. 4.Es5 714*,V /0&%0 o,= 49 &rP6• V6'/. 2,700) 97- I-AL-WST (4) 'g dra e?red?t.eNT Z 000 -4- KJIF'r? rc- 1,000 srw 10470 OP lVW17-1GaF S e.vn/c 4 @? t? 6?7.iV e.t Y - /?o.?T P.4T?oyS 1=+zo n ?v?? rr/ J G w?9ue C v.C 2 IC+d7-7?' G,E'«?O Z Y G? ` w???y !°?4 SIG C . e'4 Z'4 Page 2 of 6 -Flexible Standard Development Application- City of Clearwater • OR!?INAL E. STORMWATER PLAN SUBMITTAL REQUIREMENTS: (City of Clearwater Design Criteria Manual and 4-202.A.21) / "14 - NO G N ,o.? G t GY STORMWATER PLAN including the following requirements: 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; Stormwater calculations for attenuation and water quality; Signature of Florida registered Professional Engineer on all plans and calculations ? COPY OF PERMIT INQUIRY LETTER OR SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT (SWFWMD) PERMIT SUBMITTAL (SWFWMD approval is required prior to issuance of City Building Permit), if applicable ? COPY OF STATE AND COUNTY STORMWATER SYSTEM TIE-IN PERMIT APPLICATIONS, if applicable F. SUPPLEMENTAL SUBMITTAL REQUIREMENTS: (Code Section 4-202.A) ? SIGNED AND SEALED SURVEY (including legal description of property) - One original and 14 copies; ? TREE SURVEY (including existing trees on site and within 25' of the adjacent site, by species, size (DBH 4" or greater), and location, including drip lines and indicating trees to be removed) - please design around the existing trees; ? LOCATION MAP OF THE PROPERTY; ? PARKING DEMAND STUDY in conjunction with a request to make deviations to the parking standards (ie. Reduce number of spaces). Prior to the submittal of this application, the methodology of such study shall be approved by the Community Development Coordinator and shall be in accordance with accepted traffic engineering principles. The findings of the study will be used in determining whether or not deviations to the parking standards are approved; ? GRADING PLAN, as applicable; ? PRELIMINARY PLAT, as required (Note: Building permits will not be issued until evidence of recording a final plat is provided); I ? COPY OF RECORDED PLAT, as applicable; I G. SITE PLAN SUBMITTAL REQUIREMENTS: (Section 4-202.A) 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; Location map; DEC 2 2 2004 Index sheet referencing individual sheets included in package; Footprint and size of all EXISTING buildings and structures; Footprint and size of all PROPOSED buildings and structures; PLANNING DEPARTMENT All required setbacks; CITY OF CLEARW'ATER IV All existing and proposed points of access; All required sight triangles; Identification of environmentally unique areas, such as watercourses, wetlands, tree masses, and specimen trees, including description and location of understory, ground cover vegetation and wildlife habitats, etc; _? Location of all public and private easements; Location of all street rights-of-way within and adjacent to the site; V Location of existing public and private utilities, including fire hydrants, storm and sanitary sewer lines, manholes and lift stations, gas and water lines; All parking spaces, driveways, loading areas and vehicular use areas; Depiction by shading or crosshatching of all required parking lot interior landscaped areas; Location of all solid waste containers, recycling or trash handling areas and outside mechanical equipment and all required screening {per Section 3-201(D)(i) and Index #701); Location of all landscape material; _ Location of all onsite and offsite storm-water management facilities; Location of all outdoor lighting fixtures; and Location of all existing and proposed sidewalks. */SITE DATA TABLE for existing, required, and proposed development, in written/tabular form: Land area in square feet and acres; Number of EXISTING dwelling units; Number of PROPOSED dwelling units; Gross floor area devoted to each use; Parking spaces: total number, presented in tabular form with the number of required spaces; Page 3 of 6 - Flexible Standard Development Application- City of Clearwater v 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 use. ?lREDUCED SITE PLAN to scale (8 1/2 X 11) and color rendering if possible; II FOR DEVELOPMENTS OVER ONE ACRE, provide the following additional information on site plan: One-foot contours or spot elevations on site; Offsite elevations if required to evaluate the proposed stormwater management for the parcel; All open space areas; Location of all earth or water retaining walls and earth berms; Lot lines and building lines (dimensioned); Streets and drives (dimensioned); _ Building and structural setbacks (dimensioned); 4" Structural overhangs; Tree Inventory; prepared- by a "certified arborist", of all trees 8" DBH or greater. reflentinn si7P P. -ILI DJ DEC 2 2 2004 PLANNING DEPARTMENT CITY OF CLEARWATE-R condition of H. LANDSCAPING PLAN SUBMITTAL REQUIREMENTS: (Section 4-1102.A) ? LANDSCAPE PLAN: Al o CA10AI G 4+r .- 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 dripline (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. ? REDUCED LANDSCAPE PLAN to scale (8'/ X 11) (color rendering if possible); ? IRRIGATION PLAN (required for level two and three approval); ? COMPREHENSIVE LANDSCAPE PROGRAM application, as applicable. 1. BUILDING ELEVATION PLAN SUBMITTAL REQUIREMENTS: (Section 4-202.A.23) A,10 c- Hov•.,p cC- 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 % X 11) (black and white and color rendering, if possible) as required. J. SIGNAGE: (Division 19. SIGNS / Section 3-1806) 4AD r-w&,vaer ? All EXISTING freestanding and attached signs; Provide photographs and dimensions (area, height, etc.), indicate whether they will be removed or to remain. ? All PROPOSED freestanding and attached signs; Provide details including location, size, height, colors, materials and drawing; freestanding signs shall include the street address (numerals) ? Comprehensive Sign Program application, as applicable (separate application and fee required). ? Reduced signage proposal (8 % X 11) (color), if submitting Comprehensive Sign Program application. Page 4 of 6 - Flexible Standard Development Application- City of Clearwater AFFIDAVIT TO AUTHORIZE AGENT: 011GINAL J- C . Wk--Avc?_ (Names of all property owners on deed - please PRINT full names) 1. That (I am/we are) the owner(s) and record title holder(s) of the following described property (address or general location): /49D 2. That this property constitutes the property for which a request for a: (describe request) OCCGV yio.dS" If 00's4tle- i-VG Ae ' if SIO.4JS ;0'W AL6.nL.o Flirt XA: sr g a g .emsr??it- 3. That the undersigned (has/have) appointed and (does/do) appoint: P,42=Z 7'7f A-- A CC. ME 7ft'r- T", /d/ C. as ((0heir) agent(s) to execute any petitions or other documents necessary to affect such petition; 4. That this affidavit has been executed to induce the City of Clearwater, Florida to consider and act on the above described property; 5. That site visits to the property are necessary by City representatives in order to process this application and the owner authorizes City representatives to visit and photograph the property described in this application; 6. That (1/we), the undersigned authority, hereby certify that the foregoing is tr ue orrect. P,r6pdrty Owner Property Owner Property Owner Property Owner COUNTY OF PINELLAS STATE OF FLORIDA, Before me the undersigned, an officer duly commissioned by the laws of the State of Florida, on this 1:5 ? day of Ncer?bcr , a00`I personally appeared 'a. C , l l)C G?J who having been first duly sworn Deposes and says that he/she fully understands the contents of the affidavit that he/she signed. My Commission Expires: fng6 (, Lop( SHERRY BLANCHARD MY COMMISSION # DD 086012 EXPIRES: May 6, 2006 Bonded Thru Notary Public underwriters Notary &-ep DEC 2 2 2004 S.Oanning DepartmentlApplication Formsl development reviewl flexible standard development application 2003.doc PLANNING DEPARTMENT CITY 01'-- CLEARWATER Page 6 of 6 - Flexible Standard Development Application- City of Clearwater 6 ORIGINAL K. TRAFFIC IMPACT STUDY: (Section 4-202.A.13 and 4-801.C) 014 ? Include as required if proposed development will degrade the acceptable level of service for any roadway as adopted in the Comprehensive Plan. Trip generation shall be based on the most recent edition of the Institute of Transportation Engineer's Trip General Manual. Refer to Section 4-801 C of the Community Development Code for exceptions to this requirement. 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 application.,, Sig re 6f property owner or representative STATE OF FLORIDA, COUNTY OF PINELLAS Sworn to and subscribed before me this day of DCCtrr\be r A.D. 20 Oq to me and/or by 3. r? lw)COLO-f ( who is personally known has produced as identifica OL2-lc /I 0A Notary lic, lqz;r My commission expires: me", (o LW(. M SHERRY BIANCHARO MY COMMISSION # DD 086012 EXPIRES. May 6, 2006 Borded Thru Notary Public Underwriters -73D DEC 2 2 2004 PLANNING DEPARTMENT CITY OF CLEARWATER Page 5 of 6 - Flexible Standard Development Application- City of Clearwater d s Q r Ell I I I I i i i Q VJ Q R y y O 19 n ® z m 51 y r n oD C o rn Z u SCALE: 1/16" = 1'-0" *STORE APPROVAL* 3" BUSINESS MARKETS NAPA MERCHANDISE CENTER STORE NAME:BELCHER RD ENO CAP WIDTH 222 CHASTAIN MEADOWS COURT, SUITE 100 PLEASE APPROVE OR MAKE CEILING HEIGHT 0 ]HEAVY DUTY ]MARINE KENNESAW GA 30144 SQ-FT:2435 r? 7?-?1 NECESSARY CHANGES THEN FAX OR MAIL TO NAPA H O FIXTURE TYPE COZIER ? DIY/RETAIL a FARM INTERIOR DESIGN LAYOUT 4 L . . DRN.BY:T.S. STORE OWNER DATE: GONDOLA HEIGHT 0 0?PAINT & BODY ]TRADITIONAL D,C,:TAMPA C AP'D BY: F, D, C -O-O D D.C. MGR. GATE WALL UNIT HEIGHT 0 ? O INDUSTRIAL O OTHER P.O.A.:XX P.P.: XX REV. 6Y:XX IIIII? Patti TO Zirtbitect, Inc. December 22, 2004 Wayne Wells Clearwater Planning 100 S. Myrtle Clearwater, FI RE: FLS2003-12060 1490 North Belcher Rd. Dear Wayne, ORIGINAL Thank you for your expert guidance and assistance in the submittal of this modification to the previously approved development order. Attached are 15 sets of the revised site plan with land use data revisions. Also a check for $475.00 (1 was not certain of the fee amount). The reason for these revisions is to allow for NAPA Auto parts (1,700 SF Retail) and Crazy Georges Restaurant (2,000 SF Restaurant, storage and kitchen) to become tenants within this building. The subject building is still under construction. Hopefully will be complete in March. Wayne, If you need further information do not hesitate to call. SQe P itect, • Patricia M. Stough AR0010684. CC: JC Weaver Rob parker Inc. AIA ORIGINAL DEC 2 2 2004 PLARNING DEC-PA TMENT CITY OF CLEA2V'vATER 1634 SAN ROY DRIVE • DUNEDIN, FL 34698 9 727-733-3769 • AA 0002103 Sty 12/22/2004 2:27:43PM _ Receipt #: 1200400000000013643 p = `? Date: 12/22/2004 r Line Items: Case No Tran Code Description Revenue Account No Amount Paid FLS2004-12082 03 Flex Std-Commercial 010-341262 475.00 Line Item Total: $475.00 Payments: Method Payer Initials Check No Confirm No How Received Amount Paid Check PATTI THE ARCHITECT INC jmc 2517 In Person Payment Total: 475.00 z Z Q 71 , c-) r4? 0 r- ti ru o z 4 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 I of 1 cRcccipt.rpt 6 l D Lo. ( pq I (-- 0 IE GLC, 2 2 X004 PLANNING & 0EVEE.OPI.A 1N SVGS CITY 0 CLEAPWATERT ORIGINAL FLS2004-12082 1490 N BELCHER RD Date Received: 12/22/2004 WEAVER BUSINESS CENTER DEC 2 ? Z00? 'B pLp t4jNG OEPARW ? ovor-J ZONING DISTRICT: IRT LAND USE: IL ATLAS PAGE: 271B PLANNER OF RECORD: S? CLW CoverSheet CITY OF CLEARWATER PLANNING DEPARTMENT Jf' ...."((..????? POST OFFICE BOX 4748, CLEARWATER FLORIDA 33758-4748 ?? r` o.4 i??''+? MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 562-4567 FAx (727) 562-4576 LONG RANGE PLANNING DEVELOPMENT REVIEW August 3, 2005 Patti The Architect, Inc. 1634 San Roy Drive Dunedin, FL 34698 RE: Development Order regarding case FLS2004-12082 at 1490 North Belcher Road Dear Patti The Architect, Inc.: This letter constitutes a Development Order pursuant to Section 4-202.E of the Community Development Code. On January 27, 2005, the Development Review Committee (DRC) reviewed your application for Flexible Standard Development approval to allow 1,700 square feet of retail sales/service use and 2,000 square feet of restaurant located in an existing office/warehouse in the IRT District, under the provisions of Section 2-1303.L & M. The DRC recommended approval of the application with the following bases and conditions: Bases for Approval: 1. The proposal complies with the Flexible Standard Development criteria (for restaurant and retail sales/service), under the provisions of Sections 2-1303.L and M. 2. The proposal is in compliance with other standards in the Code including the General Applicability Criteria per Section 3-913. 3. The development is compatible with the surrounding area. Conditions of Approval: 1. That the restaurant not become a fast food restaurant, meaning a business involving the sale of food and/or beverages ordered at either a counter or drive-through facility for either consumption on the premises using dishes and utensils which are disposable, or consumption off the premises; 2. That the restaurant not exceed 2,000 square feet in area; 3. That the retail sales and service operation not exceed 1,700 square feet in area; 4. That an Open Space impact fee must be paid prior to the issuance of building permits (contact Deb Richter at 727-562-4817); 5. That prior to the Development Order, the new addresses will be as follows: Restaurant - 2168 Range Road and Retail Sales - 2188 Range Road; 6. That prior to the Development Order, a double check backflow preventor device will be required for the restaurant. All applicable fees to be paid for by the applicant; 7. That prior to the Development Order, a grease trap is required for the restaurant; 8. That prior to the Development Order, a total traffic impact fee of $73,602.40 is due. 9. That all Fire Department requirements be met prior to the issuance of any permits; and 10. That all conditions previously approved under FLS2003-12060 remain intact. BRIAN J. AUNGSC, MAYOR FRANK HIBBARD, VICE MAYOR HOY[' HJVMIL'1'ON, COUNCILMEMBER Blu. JONSON, COUNCIUMEMBER ® CARLEN A. PETERSFN, COUNCILMEMBER "EQUAL EMPLOYMENT AND AFFIRMATIVE ACTION EMPLOYER" t ? August 3, 2005 Patti The Architect, Inc. - Page Two I concur with the findings of the Development Review Committee and, through this letter, approve your application for Flexible Standard Development with above six conditions. The approval is based on and must adhere to the application dated received December 22, 2004 and the revised site plan dated received July 27, 2005. Pursuant to Section 4-303, an application for a building permit shall be made within one year of Flexible Standard Development approval (August 3, 2005). 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. 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 1, at 727-562-4547. Sincerely yours, Michael Delk, AICP Planning Director S: (Planning DepartmentlC D BTlex Standard (FLS)IPending Casesl2 -Reviewed and PendingWelcher Rd N 1490 (C) resub JVSIFLS2004-12082 Development Order.doc ? i August 3, 2005 Patti The Architect, Inc. - Page Two I concur with the findings of the Development Review Committee and, through this letter, approve your application for Flexible Standard Development with above six conditions. The approval is based on and must adhere to the application dated received December 22, 2004 and the revised site plan dated received July 27, 2005. Pursuant to Section 4-303, an application for a building permit shall be made within one year of Flexible Standard Development approval (August 3, 2005). 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. 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 1, at 727-562-4547. Sincerely yours, Michael Delk, AICP Planning Director S: (Planning DepartmentlC D BIFlex Standard (FLS)IPending CaseW - Reviewed and PendingWelcher Rd N 1490 (C) resub JVSIFLS2004-12082 Development Order.doc r LONG RANGE PLANNING DEVELOPMENT REVIEW August 3, 2005 Patti The Architect, Inc. 1634 San Roy Drive Dunedin, FL 34698 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 RE: Development Order regarding case FLS2004-12082 at 1490 North Belcher Road Dear Patti The Architect, Inc.: This letter constitutes a Development Order pursuant to Section 4-202.E of the Community Development Code. On January 27, 2005, the Development Review Committee (DRC) reviewed your application for Flexible Standard Development approval to allow 1,700 square feet of retail sales/service use and 2,000 square feet of restaurant located in an existing office/warehouse in the IRT District, under the provisions of Section 2-1303.L & M. The DRC recommended approval of the application with the following bases and conditions: Bases for Approval: 1. The proposal complies with the Flexible Standard Development criteria (for restaurant and retail sales/service), under the provisions of Sections 2-1303.L and M. 2. The proposal is in compliance with other standards in the Code including the General Applicability Criteria per Section 3-913. 3. The development is compatible with the surrounding area. Conditions of Approval: 1. That the restaurant not become a fast food restaurant, meaning a business involving the sale of food and/or beverages ordered at either a counter or drive-through facility for either consumption on the premises using dishes and utensils which are disposable, or consumption off the premises; 2. That the restaurant not exceed 2,000 square feet in area; 3. That the retail sales and service operation not exceed 1,700 square feet in area; 4. That an Open Space impact fee must be paid prior to the issuance of building permits (contact Deb Richter at 727-562-4817); 5. That prior to the Development Order, the new addresses will be as follows: Restaurant - 2168 Range Road and Retail Sales - 2188 Range Road; 6. That prior to the Development Order, a double check backflow preventor device will be required for the restaurant. All applicable fees to be paid for by the applicant; 7. That prior to the Development Order, a grease trap is required for the restaurant; 8. That prior to the Development Order, a total traffic impact fee of $73,602.40 is due. 9. That all Fire Department requirements be met prior to the issuance of any permits; and 10. That all conditions previously approved under FLS2003-12060 remain intact. BRIAN). AUNGST, MAYOR FRANK HIBBARD, VICE MAYOR Horr HtvmILTON, COUNCII-MEMBER BILL JONSON, COUNCII_MENIBER ® CARLEN A. PETERSEN, COUNCIUMBIBER "EQUAL EMPLOYMENT AND AFFIRMA'PIVE ACTION EMPLOYER" • a • DRC Meeting Date: January 27, 2005 Case Number: FLS2004-12082 Applicant: Mr. J. C. Weaver, Weaver Enterprises, Inc. Address: 1490 North Belcher Road CITY OF CLEARWATER PLANNING DEPARTMENT DRAFT STAFF REPORT GENERAL INFORMATION: REQUEST: Flexible Standard Development approval to allow 1,700 square feet of retail sales/service use and 2,000 square feet of restaurant located in a previously approved office/warehouse currently under construction in the IRT District, under the provisions of Section 2-1303.1, & M. EXISTING ZONING/ Industrial, Research and Technology District (IRT); Industrial Limited (IL) LAND USE: PROPERTY USE: Current Use: Vacant Previously Approved Use: Wholesale/distribution/warehouse, office and manufacturing Proposed Use: Retail Sales/Service and Restaurant ADJACENT ZONING/LAND USES: North: West: East: and Th South: IRT District; Industrial, retail and office uses IRT District; Industrial uses LDR, Low Density Residential and I, Institutional District; Detached dwellings e Long Center IRT District; Progress Energy storage yard and buildings CHARACTER OF THE IMMEDIATE VICINITY: The area west of North Belcher Road is developed industrially, while the area to the southeast across North Belcher Road is developed with detached dwellings. The Long Center is north of the railroad tracks to the northeast across North Belcher Road. ANALYSIS: This 3.16 acres parcel is located on the northwest corner of North Belcher Road and Range Road. The parcel is currently vacant and under construction of a 37,000 square-foot, industrial-type building for wholesale/distribution/ warehouse, office and manufacturing uses.. The area west of North Belcher Road is generally developed industrially, whereas the east side of North Belcher Road is developed residentially, with the exception of The Long Center north of the railroad tracks. The applicant is proposing 1,700 square feet of retail sales/service and 2,000 square feet of restaurant. Both uses are located in a building used for a minimum standard use in the IRT district and do not exceed ten percent of the floor area of the building. The applicant has not demonstrated how the design and character of both uses will primarily serve the employees and patrons of minimum standard uses in the IRT district. However the type of restaurant proposed is a sit down restaurant with a delivery service. This development order will condition the restaurant with not being allowed to become a fast food restaurant, meaning a business involving the sale of food and/or beverages ordered at either a counter or drive-through S: (Planning Department) C D BTlex Standard (FLS)IPending Cases l2 -Reviewed and PendinglBelcher Rd N 1490 (C) resub JVYBelcher N 1490 Staf/'Report ii.doc 0 `• facility for either consumption on the premises using dishes and utensils which are disposable, or consumption off the premises. All applicable Code requirements and criteria including but not limited to General Applicability criteria (Section 3-913.A) and Detached Dwelling, Residential Infill criteria (Section 2-203.C) have been met. CODE ENFORCEMENT ANALYSIS: There are no outstanding enforcement issues associated with this site. STANDARDS AND CRITERIA FOR IRT DISTRICT (Sections 2-1301 and 2-1302): STANDARD REQUIRED/ EXISTING PROPOSED CONSISTENT INCONSISTENT PERMITTED MAXIMUM 0.65 maximum Vacant 0.269 X FLOOR AREA RATIO FAR IMPERVIOUS 0.85 Vacant 0.67 X SURFACE RATIO (ISR) LOT AREA 20,000 square feet 3.16 acres 3.16 acres X (minimum) LOT WIDTH 200 feet East: 227 feet East: 227 feet X (minimum) South: 539 feet South: 539 feet FRONT 20 feet Vacant East: 18 feet X SETBACK South: 15 feet REAR 15 feet Vacant N/A** X SETBACK SIDE SETBACK 15 feet Vacant West: 25 feet X North: 15 feet HEIGHT 50 feet Vacant 21 feet X (maximum) PARKING Manufacturing Vacant 98 spaces X SPACES and warehousing: 1.5/1,000 sf; Offices: 3/1,000 sf Retail 511000 sf; Restaurant 15/ 1000sf 90 spaces reg.) **Comer lots have two front setbacks and the other setbacks are side setbacks. S: Wlanning DepartmentlC D BlFlex Standard (FLS)Wending Cases l2 -Reviewed and PendinglBelcher Rd N 1490 (C) resub JVSWelcherN 1490 StaffReport ii. doc • GENERAL STANDARDS (Section 3-913): . • Consistent Inconsistent 1. Development of the land will be in X harmony with the scale, bulk, coverage, density and character of adjacent properties. 2. Development will not hinder or X discourage development and use of adjacent land and buildings or significantly impair the value thereof. 3. Development will not adversely affect the X health or safety' of persons residing or working in the neighborhood. 4. Development is designed to minimize X traffic congestion. 5. Development is consistent with the. X community character of the immediate vicinity. 6. Design of the proposed development X minimizes adverse effects, including visual, acoustic and olfactory and hours of operation impacts on adjacent properties. SUMMARY AND RECOMMENDATION: The Development Review Committee reviewed the application and supporting materials on January 27, 2005. The Planning Department recommends APPROVAL of the Flexible Standard Development approval to allow 1,700 square feet of retail sales/service use and 2,000 square feet of restaurant located in a previously approved office/warehouse currently under construction in the IRT District, under the provisions of Section 2-1303.1, & M., for property located at 1490 North Belcher Road, with the following bases and conditions: Bases for Approval: 1. The proposal complies with the Flexible Standard Development criteria for retail sales/service and restaurant uses, under the provisions of Sections 2-1303.L & M. 2. The proposal is in compliance with other standards in the Code including the General Applicability Criteria per Section 3-91.3. 3. The development is compatible with the surrounding area. Conditions of Approval: 1. That the restaurant not become a fast food restaurant, meaning a business involving the sale of food and/or beverages ordered at either a counter or drive-through facility for either consumption on the premises using dishes and utensils which are disposable, or consumption off the premises; 2. That the restaurant not exceed 2,000 square feet in area; 3. That the retail sales and service operation not exceed 1,700 square feet in area; 4. That an Open Space impact fee must be paid prior to the issuance of building permits (contact Deb Richter at 727-562- 4817); 5. That all Fire Department requirements be met prior to the issuance of any permits; and 6. That all conditions previously approved under FLS2003-12060 remain intact. Prepared by: Planning Department Staff: John Schodtler, Planner I. S: (Planning DepartmentlC D BTlex Standard (FLS) Wending CasesQ -Reviewed and PendingWelcher Rd N 1490 (C) resub JVSWelcher N 1490 Staff Report ii.doc F?IfFI? Engineering Condition Y 3 Conditions Associated With FLS2004-12082 1490 N BELCHER RD Roberta Gluski 562-2569 01/11/2005 Prior to C.O.: Not Met 1) New addresses will be as follows: Restaurant - 2168 Range Road Retail - 2188 Range Road 2) Double check backflow preventor device will be required for restaurant. All applicable fees to be paid for by the applicant. 3) Grease trap required for restaurant. Fire Condition Joseph Colbert 562-4567xt3548 01/11/2005 This DRC Review by Fire is not an approval or review of any construction plans or documents Not Met other than site work. PLEASE ACKNOWLEDGE Parks & Rec Impact Fees Open Space impact fees are due prior to issuance of building permits or final plat (if applicable) Not Met whichever occurs first. These fees could be substantial and it is recommended that you contact Deb Richter at 727-562-4817 to calculate the assessment. Solid Waste Condition All Solid waste collection and disposal costs for complex will be responsibility of management Not Met (Weaver enterprises) Traffic Eng Condition Bennett Elbo 562-4775 01/11/2005 1. Ramps must not encroach into access aisle (5' wide x 19' long). Ramps must comply with Not Met city's disabled parking stall detail and the Florida Accessibility Code for Building Construction Chapter 11, Section 11-4.6.3. 2. Ramps along public sidewalk must have tactile surface (truncated domes) complying to Florida Department of Transportation standards. 3. Provide on the site plan a current detail of the city's disabled parking stall and sign which can be obtained from the City's website: http://www.myclearwater.com/gov/depts/pwa/engin/Production/stddet/index.asp Sheet 118 & 119. 4. The two (2) loading zones must comply with the City's standard dimension of 12 feet in width by 35 feet in length exclusive of aisle and maneuvering space (Community Development Code, Section 3-1406). 5. Provide stop signs and stop bars where appropriate. All signs and markings must comply with the Manual on Uniform Traffic Control Devices latest edition. All of the above to be addressed prior to a D.O. General note: A total traffic impact fee of $73,602.40 due prior to C.O. Zoning Condition John Schodtler 727-562-4547 01/20/2005 The site plan provided does not match the previously approved site plan under FLS2003-12060. Not Met 12/23/2004 Clarify. How will the retail sales and service use be of a design and character that will primarily Not Met serve the employees or patrons of minimum standard uses in the district? 12/23/2004 Clarify. How will the restaurant use be of a design and character that will primarily serve the Not Met employees or patrons of minimum standard uses in the district? Print Date: 08/01/2005 CaseConditons Page 1 of 2 FLS2004-12082 1490 N BELCHER RD Zoning Condition John Schodtler 727-562-4547 12/23/2004 Clarify section 2-1303.M.6. Adjacent land uses are of a nature that there is a high probability that Not Met patrons will use modes of transportation other than the automobile to access the use; and Provide listing of minimum standard uses located in the district that will be utilizing the restaurant use. 12/23/2004 Address section 2-1303.M.7. - Fast food restaurants shall not be eligible for a reduction in the Not Met number of off-street parking spaces. What type of restaurant is proposed. Provide floor plan. 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'"do and ent"Tal into this JIM day of ^ llTlt..l? and bon. LL rIN= whl-ar 111C., hereinafter retem,-' t m VON s mi VUVRR 'jKlmompi, INC.'. hatainoCct referred to is oledes?4 RMNtrsiaaa, i+w. els waver -118 Co., loss jorwl.. An.R.,Clrtr.j; 111119m ms r 778... Most la renALJeratlan of tbs astasl pibalead and tovenfitte cmtstmd to rile AArt4nnlt and other .alesbLe elmaidardtiams peaaiad bate Nn the Parties to it, the Vander egr0u to 841.1 aad the r11f hAaer ' quo to buy the falL*w1n4 IestribsO ptroprrty situate. lying sod j, ti4tar As rtwllas county, rlArlde: That WE of too RitthoaaL 4 of the Aortbsast i 09 tattles 12 90004 219. Roga U Most, Ural tooth of Ala 4e111Pe and 0111! Caeet lAlssed (teAINDerd) lase Rand right of."wo a& tls loth Sias and meet lies tbaropt. AMIWUM m ml, LAW hew and rantd solo ad other otbalaiats laahted t' - , . Mlle Mint the sap $A% P4 2, 'b" ., oy 1, It. Qseaawlt, et Wad dat" tote " 154 1953. now Imt*. d in a-761: 1720. post $35. in the "He taeorde or tM Citdoit Cents In 4"A for tree Gumty of rLaeilee. Scars of Ilorlda. The total plLrehas4 price of the property dh61J be the rw •I 4140,400.0 payable at Cho time and in the manner fnllvwieg: 420,000.00 paid on or hafpte the aLenLn,l of thl• c-traaa, i renipt of +shieb is .akoo.if tad by Vendorl !•?? Ice bal.nes of 4170,000,00 to bear Interest at the rats of 77, per .emus and to be ps741e at the anowl rate of 817.000.00 plan Later4et an the unpaid prtncip¦L bel*nce betinnLr% ors year from the date of this Agreement, and an the same day of oath and wary, year rosradttef imtil the sus to paid in full, lfach•sf the paTmonie dotl4m osedttod first to interest and Cho betonce to prlncLpaL, a?110mt shall be permitted at any time ttlthovt penalty subjeer ti.*''#MWLsLong hateia etOWMd$o ate Led. +.aartr na r.ra. Kneel 13?d..Go w?u r.?,.., vr? tern e«n, t? ?'' 6?rt. ?1w1 1. t ?. y :tins May-16-05 01:24P Weaver Enterprises 813 4 7239 P.04 410d tut M ?I r The tt- of payrnt #M1t be of the a.teant•e Anil 1n the evrni ar any w[Anlt In Wyasmt of any parr of eke parchasa .ooay ws ilea when •,?,, Lt ttoowee due be to the performiics of any Otter obligattoes a.rtlspd by ilia parahaae trt :ids Aaeaaaant, e.;a to she event that the dafaalt I,. 0411 eoatiaer for s pati0d Of fiftaft (15) days, then the vandnr i, ll uy aonsika the whelp of the bslalve dm under thLs Agraasaat so tsardiataly due and payable and eollact•ibta, oe the Vaninr nay rear,lnd +' .•:? , this Attraaaaptt, rAtaLnLtgl the cash coryidaration paid for Lt ap ltgarldatod daaer4oep AM thte AArreae+it than shill bacoaa null rrKl void. rr In the evatlt that it Le aaeasaary for the Vendor to ent'orQa this A`eamout by foraaleeare preta¦divAo or otherwise, all costs of thorn prooadttya, iacludinA a tuaanable aunrnay's fee, shall be paid by yn +1 ?'• the RITChaNr. The obllbstione and beua[Lts Udder thLe contract shall extend •J Ip',. yal,11*,, Ln the peeanal repremostatlves, hairs and aastaos of the respeativv x • partlee to t.r. I; r i?"?§ •' IN WUMSS WMMOF, the parttae have net their hands and assts. .,.; •Q+%'' the Jay wnd year riret above writreii, 4_ ;. Fi.gned, r«Ld end dtlLeeraJ in the paaeeo nf: AL RCMy r eV.ILM!R, rw... I '?T MY j p ? WEAVER KNIBRreTv.5, LNG. ?a e 1May-16-OS 01:24P Weaver Enterprises 9 y TR` °•tN I ll Ml: • 5 rt; . r II 1. qal? 813 * 7239 P. 03 4f0y !inl bW At much titre ¦n the lvr,•luaer han eta the fire er.. val pay.i.-w d.ae tier®der, the Vendor pfomlaen and agrena ttr cnnvar the property atloaa Gwcribad to the ptrrchawr by Road wire 0u[tiricntkat•ranty beelV, whe-aupdo tJte 111rchaaer will nxecurn a prrtmtisezy note And pUrchNNe Camay heat anrtaage coverialt the ¦baYe-.ke?rll iui I . .p, rry %?o aecurn this balahca rile" retaining, bearing Lntereat ar the r.te of l% per mamam and payable, at the annual rate ni $,7,000.I10 piu, tnt4lert I1,n nil the unpaid principal tralanee until Paid to Full with the paymrn L. tv be applied first !6 interest and the br>,ance to prinalpnl and with that right of prepayment at soy time anti from rlllre to tins- vlrt+uvl penalty. ReRlrrdle,•e of any tiller I'Of" herein pruvldad, the Vend"i shall not be required to Illva YurChaaer a tretrnnty Dted pflac to title yaalr from the date nt this A3cearnt tmlede the Fu:chamet 11611., thtbmagoent to January 1, 1976, prepay the entire reeyir.lnR utpald bA!Ancr dun under thin Agreement. The terms hmretrl Aiated my ho otharwiae, altered as agreed to In urtLing livtwmen the partl.fl The Muchaaor AhaLl he permitted to go into poxxseeton o1 rl,x property coveted by this ARrenalent on the cabc of Lta araCU. don, and ¦l,ell astume all !ltblliry for Insurrnce, hexer and nalntanane, from and arrer that 149a. The FUrchanar agreem [a -Jr.t4ln the axteribr ¦nd interl.vr of all, Vvildttlg, in anod rendition Awl tp msintoin fire and extended revetage insUranCn de, Lila hulldingn in I an stount or not lets than the balAoce dua Vendor 4rtdar isle Agrcctrrnt ar the tsataus Lneurabl• value of the nrnperty, wttlchevr•r LA Isms. Anquired documanemty etampe shall be placed on the Aoad by thr Vaadtr. It is purchasa tmney IaurtRalte to t•len by the Vendor as a part of the purchase price, the latanSible tax on It shall he paid by the Vaatdor, and the rwtuired doctppntary lits"m on clip note aon.aved by it shell be 9•Ld by the iuratlamet. • .2_ i 'i 0 0 4 V s i-y Yn hcnted 7 nt. s I I 6nI WEAVER ENTERPRISES INC 9/02 2050 WEAVER PARK DR 3774 CLEARWATER, FL 39765. 63-1416/631 i c"r . a DATE 3 36, ©S' 03 PAY .., 6S TO THE •??+ ?c.?: ORDER OF - .1 v J DOLLARS ?• U ?, a 0 Y yJ •' 1680 CA"-T08AY BLVD.. `JCr CIEMWAM, FL =65 "' rtoDi ?c? cL-? -1y9b 1'?-ciC-?,c( Ar ® FORT RD-ft-1 - , ?- _•_ o . - u'00377ling 1:063 L L4 L661: 36 330 Lu' , LONG RANGE PLANNING DEVELOPMENT REVIEW Ms. Patti Stough Patti the Architect, Inc. 1634 San Roy Drive Dunedin, FL 34698 ft 0 C ITY OF C LEARWATER 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 April 5, 2005 Re: Application for Appeal - 1490 North Belcher Road Dear Ms. Stough: F LE Pursuant to our discussion, I am herewith returning the Application for Appeal and the accompanying $250 application fee. As I indicated, the Planning Department will approve the proposed office use to be located in the Weaver Industrial Park. However, as we further discussed, the restaurant will need to be finalized through FLS2004-12082. Contact,John Schodtler at 562-4604 regarding any questions you may have about the status of your case. Please do not hesitate to contact me at 562-4561 if I can be of further assistance. Sincerely, Michael Delk, A CP Assistant Planning Director BRIAN J. AUNGST, MAYOR-COMMISSIONER WHITNEY GRAY, VICE MAYOR-COMMISSIONER HOYi HAMILTON, COMMISSIONER FRANK HIBBARD, COMMISSIONER ® BILLJONSON, COMMISSIONER "EQUAL EMPLOYMENT AND AFFIRMATIVE ACTION EMPLOYER" r f? J leajater Planning Department 100 South Myrtle Avenue Clearwater, Florida 33756 Telephone: 727-562-4567 Fax: 727-562-4576 ? SUBMIT ORIGINAL SIGNED AND NOTARIZED APPLICATION ? SUBMIT 12 COPIES OF THE ORIGINAL APPLICATION ? SUBMIT APPLICATION FEE $ 250 CASE #: DATE RECEIVED: RECEIVED BY (staff initials): APPEAL APPLICATION I-evel One and Level Two Reviews (Revised 03/29/01) APPLICATION/NOTICE OF APPEAL (Code Section 4-502.A & B) An appeal of a level one approval (flexible standard) may be initiated by a property owner abutting the property which is the subject of the approval within seven days of the date the development order is issued. The filing of an application/ notice of appeal shall stay the effect of the decision pending the final determination of the case. An application/ notice of appeal of appeal of any decision of the city, as provided in Section 4-501, may be initiated by the applicant or any person granted party status within 14 days of the decision. Such application shall be filed with the city clerk in a form specified by the community development coordinator identifying with specificity the basis for the appeal and accompanied by a fee as required by Section 4-202.E. The filing of an application/ notice of appeal shall stay the effect of the decision pending the final determination of the case. A. APPELLANT AND AGENT INFORMATION: APPELLANT NAME: J C W 4v ?, MAILING ADDRESS: Z O S'O W ?,4? ?c io.4 ?e tc Jo r PHONE NUMBER: 4Z - O 0 3,97- FAX NUMBER: 4 G I - 7 Z 3 a AGENT NAME: PA-rr i Tir1 E A 2 c, w , r& CT 0 1 n! C- MAILING ADDRESS: l 6 3 4 S.4 nJ !e o Y 17.C. O y.v ty ra r nJ PHONE NUMBER: -73 3- 3.7 & ci FAX NUMBER: -7 3 3- 3 7 A 9 B. APPEAL INFORMATION CHECK THE SPECIFIC APPEAL: AW al t the Community Development Board Woo'Orders, requirements, decisions or determinations made by an administrative official in the administration of the development code, except for enforcement actions. NK Administrative interpretations of the development code ? Level One (Flexible and Minimum Standard) approval decisions ? Denials of any permit or license issued under the provisions of this Code Aooeals to a hearing ofl/cer ? Decisions of the community development board regarding level two approvals ? Decisions of the community development board regarding level one approvals ? OTHER (as allowed by Code) ADDRESS OF SUBJECT APPEAL (if applicable): 14-q 0 Q E t.. G !-F 1=7c- ?2.0 0J SPECIFIC CASE NUMBER TO BE APPEALED (if applicable): P L S 20 0 4 - I20 $ 2 ^ L.e- - k_-_ DATE OF DECISION: Page 1 of 2 - Appeal Application (Level One and Level Two Reviews) - City of Clearwater 0 0 C. BASIS OF APPEAL: Explain in detail the basis for the appeal. Use additional sheets if necessary. D. SIGNATURE: I, the undersigned, acknowledge that all representations made in this application are true and accurate to the best of my knowledge. S' ture of property owner or representative w STATE OF FLORIDA, COUNTY OF PINELLAS Swom to and subscribed before me this 3610-1 day of UDC 1 A.D. 2005 to me and/or by 3. C • Wec, J-t who is personally known has produced as identification. Notarylic, My commission expires: jn e;` IW1S21PDS1PianningDepartmenAApplicaffon FormsldevelopmentrevrewlAppea/Application .doc Wy'p,,4 SHERRY BLANCHARD MY COMMISSION # DD 086012 a= EXPIRES: May 6, 2006 o a Bonded Thru Notary P;r;llc Uoderwrfters Page 2 of 2 - Appeal Application (Level One and Level Two Reviews)- City of Clearwater a 0 A Development Order for the subject property was granted on April 201t' 2004. During the course of Annexation into the City of Clearwater, the owner's site plan was found to be non conforming with respect to the Development Code of the City of Clearwater, specifically requiring foundation plantings (Section 3-1202, D, 2.). The Parking lot was then shifted toward the street To allow for this landscape requirement. Subsequently a Level One Review was required due to the non conforming front structure setback being less than 20' (The parking lot pavement is within 15 ` from Range Road and 18' from Belcher Road). One of the Conditions of the Level One approval was a limit on the office uses. See Development Order attached. The Owner believes that the stipulations, interpretations and requirement to return to the CDB (utilizing the current Plans review processing schedule) will result in the loss of (2) potential tenants. Time is of Essence. A letter of determination that a 2,800 SF family restaurant and General Office Use be allowed is respectfully requested so that leases may be signed at this time. Revised plans will be submitted as required by the Board and Staff. Due to: The IRT Zone within the Minimum Design Standards allows for General Office Occupancies. 2. Not understanding why the Condition relative to offices uses was necessary. 3. Original Site plan Parking is adequate for 10,300 sf general office. (83 total Parking) 4. Revised DRC Plan will Provide 106 total spaces allowing for Restaurant and Retail (Napa). 5. Transportation Impact Fees are being levied for the General Office use. 6. Letter To Development Cooridinator did not adequately describe Future Tenant (Diamond Travel) See Letter from Owner. Simply put: Due to the need for foundation landscaping our "minimum standard" Development use of general office was taken away, the entire site was put into a non conforming category resulting required board approvals. a 0 LONG RANGE PLANNING DEVELOPMENT REVIEW Ms. Patti Stough Patti the Architect, Inc. 1634 San Roy Drive Dunedin, FL 34698 Re: FLS2003-12060 - 1490 North Belcher Road/2160 Range Road Dear Ms. Stough: March 15, 2005 CEO ?g 3 On April 20, 2004, a Development Order was issued approving the above referenced Flexible Standard Development application with five conditions. Condition #3 stated "That any office uses proposed on this parcel be related to the uses permitted in the district, which shall include, but not be limited to, office uses related to scientific or industrial research, product development and testing, engineering development and marketing development, corporate offices (provided, however, that they do not provide services or uses to the general public on the premises, including support services, as well as uses which are accessory to and compatible with the permitted uses. Support services for the purpose of this zoning district shall be defined as companies that supply services utilized wholly by other companies located in this zoning district);" You have indicated that "office" occupancies (specifically a travel agent) and an "educational facility" are desired at the Weaver Business Center at the above address. Regarding offices, the above condition restricts the types of offices that may locate at this center and is consistent with flexibility criteria for offices as a Flexible Standard Development (FLS) or a Flexible Development (FLD) use in the Industrial, Research and Technology (IRT) District. An "educational facility" is not a use permitted in the IRT District. To pursue general offices, including a travel agency (i.e. unrestricted offices - see above condition), or an educational facility, an application must be filed to request these uses as a Comprehensive Infill Redevelopment Project in the IRT District as a Level Two application (which requires Community Development Board approval). The provision of required parking may be an issue for this property. The appropriateness of either use will be determined after a review of a complete and sufficient application providing information regarding the use of the property with the addition of these uses (inability to locate within zoning districts that permit such use, provision of required parking, contextual relationship to other uses on the property, etc.). BRIAN J. AUNGST, MAYO R-COMmiss IONFR HOYT HAMILTON, VICE. MAYOR-COMMISSIONER WHITNF,Y GRAY, COMimISSIONI:R FRANK HIBBARD, COMMISSIONER ® BILL JONSON, COMMISSIONER CITY OF C LEARWATE R 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 "EQUAL EMPLOYMF;NT AND AFFIRMA'17VIi ACTION EMPLOYER" 0 0 March 15, 2005 Stough - Page 2 Should you have any questions, feel free to contact Wayne M. Wells, AICP, Planner III, at (727) 562-4504 or at wayne.wells@mycleai-water.com. Sincerely, Cynthia H. Tarapani, AICP Planning Director S: (Planning DepartmentlC D BTlex Standard (FLS)llnactive or Finished CaseslBelcher N 1490 Weaver Business Center (IRT) - ApprovedlLetter to Patti Stough re office & educational facilities 3.15.05.doc o ? April 20, 2004 Weaver and Toutante - Page Two 3. That any office uses proposed on this parcel be related to the uses permitted in the district, which shall include, but not be limited to, office uses related to scientific or industrial research, product development and testing, engineering development and marketing development, corporate offices (provided, however, that they do not provide services or uses to the general public on the premises, including support services, as well as uses which are accessory to and compatible with the permitted uses. Support services for the purpose of this zonin distr' 1 be defined as companies that supp y services utt ize w olly by other companies located in this zoning district); 4. That an Open Space impact fee must be paid prior to the issuance of building permits (contact Deb Richter at 727-562-4817); and 5. 7 bat all Fire Department requirements be met prior to the issuance of any permits. I concur with the findings of the Development Review Committee and, through this letter, approve your application for Flexible Standard Development with above five conditions. The approval is based on and must adhere to the site plan and application dated received April 8, 2004. Pursuant to Section 4-303, an application for a building permit shall be made within one year of Flexible Standard Development approval (April 20, 2005). 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. 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. Pursuant to Section 4-502.A, an appeal may be initiated within seven days of the date the Development Order is issued by an applicant or property owners within the required notice area and who presented competent substantial evidence in the Level One review. A copy of the Development Order is being sent to those surrounding property owners who presented competent substantial evidence in the Level One review. The filing of an application/notice of appeal shall stay the effect of the decision pending the final determination of the case. The appeal period for your case will expire on April 27, 2004 (seven days from date of Development Order). If you have any questions, please do not hesitate to call Wayne M. Wells, AICP, Senior Planner, at 727- 5624504. You can access zoning for parcels within the City through our website: vrww.Myclearwatcr.com/gov/dVts/plarming. * Make Us Your Favorite! Sincerely yqvxr? Cynthia H. Tarapani, AICP Planning Director IiMS5cwDSIPlanning DepartmenAC D 3IStandard FfexlPending Casexl2 . Reviewed and PendingWelcher N 1490 Weaver Business Center (IRT)Welcher N 1490 Development Order.doc I. ?'` 10 •. 0.2,Z131- LONG RANGE PLANNING DBvELOPMENT REVIEW CITY OF CLEARWATER PLANNING DEPARTMENT Posy OFFICE Box 4748, CLr-ARvAm, FLORIDA 33758-4748 MUNICIPAL SERvIcEs BUILDING, 100 SOUTH MYRTLE AVENUE, CLiiARWATER, FLORIDA 33756 TELEPHONE (727) 5624567 FAX (727) 562-4576 April 20, 2004 Mr. J. C. Weaver Mr. Steve Toutante 2050 Weaver Park Drive Clearwater, FL 33765-2175 RE: Development Order regarding case FLS2003-12060 at 1490 North Belcher Road Dear Misters Weaver and Toutante: This letter constitutes a Development Order pursuant to Section 4-202.E of the Community Development Code, On January 29, 2004, the Development Review Committee (DRC) reviewed your application for Flexible Standard Development approval for wholesale/ distribution/warehouse, office and manufacturing uses in the IRT District with a.reduction to the front (east along North Belcher Road) setback from 20 feet to 18 feet (to pavement) and a reduction to the front (south along Range Road) setback from 20 feet to 15 feet (to pavement), under the provisions of Sections 2-1303.C, D and T. The proposal includes a 37,000 square-foot, industrial-type building for wholesale/distribution/ warehouse, office and manufacturing uses. The DRC recommended approval of the application with the following bases and conditions: . Bases for A=val: 1. The proposal complies with the Flexible Standard Development criteria for wholesale/distribution/warchouse, office and manufacturing uses), under the provisions of Sections 2-1303.C, D and T. 2. The proposal is in compliance with other standards in the Code including the General Applicability Criteria per Section 3-913. 3. The development is compatible with the surrounding area. Conditions of Approval: 1. That all activities associated with the use of the parcel proposed for development be conducted within a completely enclosed building, 2. That outdoor storage of goods, materials and products is not allowed. If desired, the applicant shall apply for Flexible Standard Development approval for such outdoor storage and meet the requirements of the Code; BR" J, AuNGST, A' IAYON-COMMIs5lomit HOYT HAmi. 0',, '/:CF MAYOR-COMMISSIONER WHfrNF.Y GRAY, C0mwssiow.p. FRANK HIDISARD, CommissioNFR Bm.jot4so:;, C'0MM1;510NFK "EQUAL. EMPi.OYMENT ANn !1FFIRM4TIdF. ACTION EMFI.OITR" d 0 11.45 am Case Number: FLS2004-120-- 1490 N BELCHER RD • Owner(s): Weaver Enterprises Inc 2050 Weaver Park Dr 1 Clearwater, Fl 33765 TELEPHONE: 727-442-0035, FAX: 727-461-7239, E-MAIL: No Email Representative: Patti The Architect Inc 1634 San Roy Dr Dunedin, Fl 34698 TELEPHONE: 727-733-3769, FAX: 727-733-3769, E-MAIL: parch@gate.net Location: 3.16 acres located on the northwest corner of North Belcher Road and Range Road. Atlas Page: 271B Zoning District: IRT, Industrial, Research and Technology Request: Flexible Standard Development approval to allow 1,700 square feet of retail sales/service use and 2,000 square feet of restaurant located in an existing office/warehouse in the IRT District, under the provisions of Section 2-1303.1, & M. Proposed Use: Retail sales and services 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: I . Prior to C.O.: 1) New addresses will be as follows: Restaurant - 2168 Range Road Retail - 2188 Range Road 2) Double check backflow preventor device will be required for restaurant. All applicable fees to be paid for by the applicant. 3) Grease trap required for restaurant. Environmental: I . No Issues Fire: This DRC Review by Fire is not an approval or review of any construction plans or documents other than site work. PLEASE ACKNOWLEDGE Harbor Master: No Comments Legal: No Comments Land Resources: I . No Issues Landscaping: No Comments Parks and Recreation: 1 . Open Space 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 Deb Richter at 727-562-4817 to calculate the assessment. Stormwater: 1 . No Issues Solid Waste: 1 . All Solid waste collection and disposal costs for complex will be responsibility of management (Weaver enterprises) Traffic Engineering: Development Review Agenda - Thursday, January 27, 2005 - Page 19 -n ' ' O 1 . long). Ramps must comply with wide x 19 ncroach into access aisle (5 1. Ramps must n city's disabled parking stall detail and the :Florida Accessibility Code for Building Construction Chapter 11, Section 1] -4.6.3. dlN 2. Ramps along public sidewalk must have tactile surface (truncated domes) complying to Florida Department of Transportation standards. 3. Provide on the site plan a current detail of the city's disabled parking stall and sign which can be obtained from the City's website: http : //www. mycl earwater. c om/gov/depts/pwa/engin/Pro ducti on/stddet/inde x. asp Sheet 118 & 119. 4. The two (2) loading zones must comply with the City's standard dimension of 12 feet in width by 35 feet in length exclusive of aisle and maneuvering space (Community Development Code, Section 3-1406). 5. Provide stop signs and stop bars where appropriate. All signs and markings must comply with the Manual on Uniform Traffic Control Devices latest edition. d t d D O f th b t b dd i All . n Ovi resse pr or o a . e a ove o e a o General note: A total traffic impact fee of $73,602.40 due prior to C.O. Planning: 1 . The site plan provided does not match the previously approved site plan under FLS?09y 12060. / ` d 44/ P 2. I / Revise plans. Cannot have parking in front of overhead or pedestrian doors. W j t O 4AA 60 3 . Address section 2-1303.L.4 - The retail sales and service use is of a design and character that will s? ?r,•• primarily serve the employees or patrons of minimum standard uses in the district. 4. Address section 2-1303.M.4 - The restaurant use is of a design and character that will primarily serve the employees or patrons of minimum standard uses in the district. 5 . Address section 2-1303.M.5 - Off-street parking: The physical characteristics of a proposed building are such that the likely uses of the property will require fewer parking spaces per floor area than otherwise required or that the use of significant portions of the building will be used for storage or other non-parking demand-generating purposes; 6. Address section 2-1303.M.6. - Adjacent land uses are of a nature that there is a high probability that patrons will use modes of transportation other than the automobile to access the use;and Provide listing of minimum standard uses located in the district that will be utilizing the restaurant use. 7. Address section 2-1303.M.7. - Fast food restaurants shall not be eligible for a reduction in the number of off-street parking spaces. What type of restaurant is proposed. Provide floor plan. 8 . Revise the six general applicability criteria responses to address how the two new uses (restaurant and retail sales) are being met. Other: No Comments Notes: Development Review Agenda - Thursday, January 27, 2005 - Page 20 Case Number: FLS2004-1200- 1490 N BELCHER RD Owner(s): Weaver Enterprises Inc 2050 Weaver Park Dr Clearwater, 17133765 TELEPHONE: 727-442-0035, FAX: 727-461-7239, E-MAIL: No Email Representative: Patti The Architect Inc 1634 San Roy Dr Dunedin, F134698 TELEPHONE: 727-733-3769, FAX: 727-733-3769, E-MAIL: parch@gate.net Location: 3.16 acres located on the northwest corner of North Belcher Road and Range Road. Atlas Page: 271B Zoning District: IRT, Industrial, Research and Technology Request: Flexible Standard Development approval to allow 1,700 square feet of retail sales/service use and 2,000 square feet of restaurant located in an existing office/warehouse in the IRT District, under the provisions of Section 2-1303.L & M. Proposed Use: Retail sales and services Neighborhood Clearwater Neighborhoods Coalition Association(s): Clearwater, F133761 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 . Prior to C.O.: 1) New addresses will be as follows: Restaurant - 2168 Range Road Retail - 2188 Range Road 2) Double check backflow preventor device will be required for restaurant. All applicable fees to be paid for by the applicant. 3) Grease trap required for restaurant. Environmental: I . No Issues Fire: This DRC Review by Fire is not an approval or review of any construction plans or documents other than site work. PLEASE ACKNOWLEDGE Harbor Master: No Comments Legal: No Comments Land Resources: No Comments Landscaping: No Comments Parks and Recreation: 1 . Open Space 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 Deb Richter at 727-562-4817 to calculate the assessment. Stormwater: I . No Issues Solid Waste: 1 , All Solid waste collection and disposal costs for complex will be responsibility of management (Weaver enterprises) Traffic Engineering: Development Review Agenda - Thursday, January 27, 2005 - Page 28 0 11.45 am Case Number: FLS2004-12082 - 1490 N BELCHER RD Owner(s): Weaver Enterprises Inc 2050 Weaver Park Dr Clearwater, Fl 33765 TELEPHONE: 727-442-0035, FAX: 727461-7239, E-MAIL: No Email Representative: Patti The Architect Inc 1634 San Roy Dr Dunedin, F134698 TELEPHONE: 727-733-3769, FAX: 727-733-3769, E-MAIL: parch@gate.net Location: 3.16 acres located on the northwest corner of North Belcher Road and Range Road. Atlas Page: 27113 Zoning District: IRT, Industrial, Research and Technology Request: Flexible Standard Development approval to allow 1,700 square feet of retail sales/service use and 2,000 square feet of restaurant located in an existing office/warehouse in the IRT District, under the provisions of Section 2-1303.L & M. Proposed Use: Retail sales and services Neighborhood Clearwater Neighborhoods Coalition Association(s): Clearwater, F133761 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: I . Prior to C.O.: 1) New addresses will be as follows: Restaurant - 2168 Range Road Retail - 2188 Range Road 2) Double check backflow preventor device will be required for restaurant. All applicable fees to be paid for by the applicant. 3) Grease trap required for restaurant. Environmental: I No Issues Fire: 1 , This DRC Review by Fire is not an approval or review of any construction plans or documents other than site work. PLEASE ACKNOWLEDGE Harbor Master: No Comments Legal: No Comments Land Resources: I , No Issues Landscaping: No Comments Parks and Recreation: I . Open Space 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 Deb Richter at 727-562-4817 to calculate the assessment. Stormwater: I No Issues Solid Waste: I , All Solid waste collection and disposal costs for complex will be responsibility of management (Weaver enterprises) Traffic Engineering: Development Review Agenda - Thursday, January 27, 2005 - Page 19 1. Ramps must noTencroach into access aisle (5' wide x 19' long). Ramps must comply with city's disabled parking stall detail and the Florida Accessibility Code for Building Construction Chapter 11, Section 1.1-4.6.3. 2. Ramps along public sidewalk must have tactile surface (truncated domes) complying to Florida Department of Transportation standards. 3. Provide on the site plan a current detail of the city's disabled parking stall and sign which can be obtained from the City's website: http://www.myclearwater.cotn/gov/depts/pwa/engin/Production/stddet/index.asp Sheet 118 & 119. 4. The two (2) loading zones must comply with the City's standard dimension of 12 feet in width by 35 feet in length exclusive of aisle and maneuvering space (Community Development Code, Section 3-1406). 5. Provide stop signs and stop bars where appropriate. All signs and markings must comply with the Manual on Uniform Traffic Control Devices latest edition. All of the above to be addressed prior to a D.O. General note: A total traffic impact fee of $73,602.40 due prior to C.O. Planning: 1 . The site plan provided does not match the previously approved site plan under FLS2003-12060. 2. Revise plans. Cannot have parking in front of overhead or pedestrian doors. 3 . Address section 2-1303.L.4 - The retail sales and service use is of a design and character that will primarily serve the employees or patrons of minimum standard uses in the district. 4. Address section 2-1303.M.4 - The restaurant use is of a design and character that will primarily serve the employees or patrons of minimum standard uses in the district. 5. Address section 2-1303.M.5 - Off-street parking: The physical characteristics of a proposed building are such that the likely uses of the property will require fewer parking spaces per floor area than otherwise required or that the use of significant portions of the building will be used for storage or other non-parking demand-generating purposes; 6. Address section 2-1303.M.6. - Adjacent land uses are of a nature that there is a high probability that patrons will use modes of transportation other than the automobile to access the use;and Provide listing of minimum standard uses located in the district that will be utilizing the restaurant use. 7. Address section 2-1303.M.7. - Fast food restaurants shall not be eligible for a reduction in the number of off-street parking spaces. What type of restaurant is proposed. Provide floor plan. 8. Revise the six general applicability criteria responses to address how the two new uses (restaurant and retail sales) are being met. Other: No Comments Notes: Development Review Agenda - Thursday, January 27, 2005 - Page 20 1. Ramps must Acroach into access aisle (5' wide x 19' long).Omps must comply with city's disabled parking stall detail and the Florida Accessibility Code for Building Construction Chapter 11, Section 11-4.6.3. 2. Ramps along public sidewalk must have tactile surface (truncated domes) complying to Florida Department of Transportation standards. 3. Provide on the site plan a current detail of the city's disabled parking stall and sign which can be obtained from the City's website: http://www. myclearwater. com/gov/depts/pwa/engin/Production/stddet/index. asp Sheet 118 & 119. 4. The two (2) loading zones must comply with the City's standard dimension of 12 feet in width by 35 feet in length exclusive of aisle and maneuvering space (Community Development Code, Section 3-1406). 5. Provide stop signs and stop bars where appropriate. All signs and markings must comply with the Manual on Uniform Traffic Control Devices latest edition. All of the above to be addressed prior to a D.O. Notes: General note: A total traffic impact fee of $73,602.40 due prior to C.O. Planning: 1 . Revise plans. Cannot have parking in front of overhead or pedestrian doors. 2. Address section 2-1303.L.4 - The retail sales and service use is of a design and character that will primarily serve the employees or patrons of minimum standard uses in the district. 3. Address section 2-1303.M.4 - The retail sales and service use is of a design and character that will primarily serve the employees or patrons of minimum standard uses in the district. 4. Address section 2-1303.M.5 - Off-street parking: The physical characteristics of a proposed building are such that the likely uses of the property will require fewer parking spaces per floor area than otherwise required or that the use of significant portions of the building will be used for storage or other non-parking demand-generating purposes; 5 . Address section 2-1303.M.6. - Adjacent land uses are of a nature that there is a high probability that patrons will use modes of transportation other than the automobile to access the use;and Provide listing of minimum standard uses located in the district that will be utilizing the retail and restaurant uses. 6. Address section 2-1303.M.7. - Fast food restaurants shall not be eligible for a reduction in the number of off-street parking spaces. What type of restaurant is proposed. Provide floor plan. 7. Revise the six general applicability criteria responses to address the two new uses (restaurant and retail sales). Other: No Comments -c'm PkAW) 41R6414usL-y APPRo?6rJ ??LS a003 -I-Z06 8) Development Review Agenda - Thursday, January 27, 2005 - Page 29 Jan. 21 2005 04:25PM YOUR LOGO CityOfClearwater-Plan Dept YOUR FAX NO. 727 552 4865 NO. OTHER FACSIMILE START TIME USAGE TIME MODE PAGES RESULT 01 97333769 Jan.21 04:24PM 01'23 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 C435-7329). LONG RANGE PLANNING DEVELOPMENT REVIEW January 21, 2005 Patti The Architect, Inc 1634 San Roy Drive Dunedin, FL 34698 • 0 CITY OF C LEARWATE R 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 RE: FLS2004-12082 -1490 North Belcher Road. The attached comments are generated from the preliminary Development Review Committee. Please be prepared to address these and any other comments generated at the scheduled Development Review Committee Meeting on January 27, 2005. The city requests you or a representative be present for the Development Review Meeting at 100 South Myrtle Avenue in Clearwater, FL on the second floor of the Municipal Services building. Please call and verify your time with Sherry Watkins at 727-562-4582. I look forward to meeting with you. Sincerely, ywXya?U-1- John Schodtler Planner I S. (Planning Department1 C D BW1ex Standard (FLS) (Pending Cases13 - Up for the Next DRCIBelcher Rd N 14901PRE-DRC comment form.doc BRIAN J. AUNGST, MAYOR-COMMISSIONER HOYr HAMILTON, VICE MAYOR-COMMISSIONER WHITNEY GRAY, COMMISSIONER FRANK HIBBARD, COMMISSIONER ® BILLJONSON, COMMISSIONER "EQUAL. EMPLOYMENT AND AFFIRMATIVE ACTION EMPLOYER E Engineering G"ition C? is Conditions Associated With FLS2004-12082 1490 N BELCHER RD Roberta Gluski 562-4753 01/11/2005 Prior to C.O.: Not Met 1) New addresses will be as follows: Restaurant - 2168 Range Road Retail - 2188 Range Road 2) Double check backflow preventor device will be required for restaurant. All applicable fees to be paid for by the applicant. 3) Grease trap required for restaurant. Environmental Condition Heather Faessler 562-4897 01/13/2005 No Issues Not Met Fire Condition Joe Colbert 562-4567 xt 3548 01/11/2005 This DRC Review by Fire is not an approval or review of any construction plans or documents other than site work. PLEASE ACKNOWLEDGE Land Resource Condition Rick Albee 01/12/2005 No Issues Parks & Rec Impact Fees 562-4741 Open Space 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 Deb Richter at 727-562-4817 to calculate the assessment. Storm Water Condition Bob Maran 562-4592 01/06/2005 No Issues Solid Waste Condition All Solid waste collection and disposal costs for complex will be responsibility of management (Weaver enterprises) Traffic Eng Condition Bennett Elbo 562-4775 01/11/2005 1. Ramps must not encroach into access aisle (5' wide x 19' long). Ramps must comply with city's disabled parking stall detail and the Florida Accessibility Code for Building Construction Chapter 11, Section 11-4.6.3. 2. Ramps along public sidewalk must have tactile surface (truncated domes) complying to Florida Department of Transportation standards. 3. Provide on the site plan a current detail of the city's disabled parking stall and sign which can be obtained from the City's website: http://www.myclearwater.com/gov/depts/pwa/engin/Production/stddet/index.asp Sheet 118 & 119. 4. The two (2) loading zones must comply with the City's standard dimension of 12 feet in width by 35 feet in length exclusive of aisle and maneuvering space (Community Development Code, Section 3-1406). 5. Provide stop signs and stop bars where appropriate. All signs and markings must comply with the Manual on Uniform Traffic Control Devices latest edition. All of the above to be addressed prior to a D.O. General note: A total traffic impact fee of $73,602.40 due prior to C.O. Zoning Condition Print Date: 01 /21 /2005 John Schodtler 562-4604 Not Met Not Met Not Met Not Met Not Met Not Met CaseConditons Page 1 of 2 • FLS2004-12082 1490 N BELCHER RD Zoning Condition John Schodtler 562-4604 01/20/2005 The site plan provided does not match the previously approved site plan under FLS2003-12060. Not Met 12/23/2004 Revise plans. Cannot have parking in front of overhead or pedestrian doors. Not Met 12/23/2004 Address section 2-13031.4 - The retail sales and service use is of a design and character that will Not Met primarily serve the employees or patrons of minimum standard uses in the district. 12/23/2004 Address section 2-1303.M.4 - The restaurant use is of a design and character that will primarily Not Met serve the employees or patrons of minimum standard uses in the district. 12/23/2004 Address section 2-1303.M.5 - Off-street parking: The physical characteristics of a proposed Not Met building are such that the likely uses of the property will require fewer parking spaces per floor area than otherwise required or that the use of significant portions of the building will be used for storage or other non-parking demand-generating purposes; 12/23/2004 Address section 2-1303.M.6. - Adjacent land uses are of a nature that there is a high probability Not Met that patrons will use modes of transportation other than the automobile to access the use;and Provide listing of minimum standard uses located in the district that will be utilizing the restaurant use. 12/23/2004 Address section 2-1303.M.7. - Fast food restaurants shall not be eligible for a reduction in the Not Met number of off-street parking spaces. What type of restaurant is proposed. Provide floor plan. 12/23/2004 Revise the six general applicability criteria responses to address how the two new uses Not Met (restaurant and retail sales) are being met. Print Date: 01/21/2005 CaseConditons Page 2 of 2 CITY OF CLEARWATER } Clearwater PLANNING DEPARTMENT ° _ MUNICIPAL SERVICES BUILDING 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE: (727) 562-4567 FAX: (727) 562-4576 Ivy/ WWW.MYCLEARWATER.COM December 27, 2004 RE: NOTICE OF FILING OF AN APPLICATION FOR FLEXIBLE STANDARD DEVELOPMENT APPROVAL AT 1490 N BELCHER RD (FLS2004-12082) To Surrounding Property Owners: As a property owner within 200 feet of 1490 N BELCHER RD, the City of Clearwater Planning Department gives notice that an application for Flexible Standard Development approval to allow 1,700 square feet of retail sales/service use and 2,000 square feet of restaurant located in an existing office/warehouse in the IRT District, under the provisions of Section 2-1303.L & M.. On January 27, 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 January 27, 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 January 27, 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 ofNotiftcation - FLS2004-12082 - 1490.NBELCHER RD * r LNSw ``?? ? ? 1 9A IM333 CITY OF CLEARWATER ems:. = 5•° PLANNING DEPARTMENT = grga? POST OMCE Box 4748 CLEARWATER, FLORIDA 3 3 7 58-4748 ILI JAN - 3 7nn5 PLANNING & CE`'EL 'IT SERVICES CITY OF CLEARWATEk C. F <1 C J w G'] ir tC aU- CODY ENTERPRISE CLEARWATER 1345 MISSOURI AVE CLEARWATER FL 33756 - 6533 r, P-i n QOL .. 1 J. " Z H METER 717335 ..?f?iF"Si"•?'??••?•%? ,« .«'-«sw?,?d.«• FIi?F/tii`ilt{11t1i?filltllif/tl?tll{t?rtli?Ii?llll1l't{1[Ijli W Clearwater U December 27, 2004 r • CITY OF CLEARWATER PLANNING DEPARTMENT MUNICIPAL SERVICES BUILDING 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE: (727) 562-4567 FAX: (727) 562-4576 W W W .MYCLEARWATER. C OM RE: NOTICE OF FILING OF AN APPLICATION FOR FLEXIBLE STANDARD DEVELOPMENT APPROVAL AT 1490 N BELCHER RD (FLS2004-12082) To Surrounding Property Owners: As a property owner within 200 feet of 1490 N BELCHER RD, the City of Clearwater Planning Department gives notice that an application for Flexible Standard Development approval to allow 1,700 square feet of retail sales/service use and 2,000 square feet of restaurant located in an existing office/warehouse in the IRT District, under the provisions of Section 2-1303.L & M.. On January 27, 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 January 27, 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 January 27, 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 - FLS2004-12082 - 1490 N BELCHER RD I'LEAAWATER, CITY OF PO BOX 4748 CLEARWATER FL 33758 - 4748 CSX TRANSPORTATION INC ATTN: TAX DEPT J-910 500 WATER ST JACKSONVILLE FL 32202 - 4445 NOWAK, GEORGE NOWAK, THERESA C 2877 GLORIA CT CLEARWATER FL 33761 - 3825 FELDMAN, MARVIN J FELDMAN, LINDA. 123 BAYSIDE DR CLEARWATER FL 33767 - 2502 NEMS 2140 RANGE RD # H CLEARWATER FL 33765 - 2127 CODY ENTERPRISE CLEARWATER 1345 MISSOURI AVE CLEARWATER FL 33756 - 6533 CODY ENTERPRISE CLEARWATER 1345 MISSOURI AVE CLEARWATER FL 33756 - 6533 CROWN CASTLE GT CO PMB 353 4017 WASHINGTON RD MC MURRAY PA 15317 - 2520 CLEARWATER, CITY OF PO BOX 4748 CLEARWATER FL 33756 - ZUKOWSKI, GREGORY ZUKOWSKI, PEGGY A 1427 N HERCULES AVE CLEARWATER FL 33765 - 1925 CLEARWATER, CITY OF PO BOX 4748 CLEARWATER FL 33758 - 4748 CODY ENTERPRISE CLEARWATER 1345 MISSOURI AVE CLEARWATER FL 33756 - 6533 LEA, CLARK M THE 5 AMBLESIDE DR CLEARWATER FL 33756 - 1909 WEAVER ENTERPRISES INC 2050 WEAVER PARK DR CLEARWATER FL 33765 - 2175 CROWN CASTLE GT CO PMB 353 4017 WASHINGTON RD MCMURRAY PA 15317 - 2520 ABRASS, THOMAS A 2070 GENTRY ST CLEARWATER FL 33765 - 2109 ZUKOWSKI, BENJAMIN J THE 2032 GENTRY ST CLEARWATER FL 33765 - 2109 CLEARWATER NEIGHBORHOODS COALITION 2544 FRISCO DRIVE CLEARWATER, FL 33761 HERCULES HYDRAULICS INC 1016 N BELCHER RD CLEARWATER FL 33765 - 2100 BAY AREA SPECIALTIES INC 2125 RANGE RD ' CLEARWATER FL 33765 - 2126 MONOPOLY VENTURE ASSET MGMT PO BOX 2657 LARGO FL 33779 - 2657 FLORIDA POWER CORP C/O TAX DEPT CX1G PO BOX 14042 ST PETERSBURG FL 33733 - 4042 GTE FLORIDA INCORPORATED C/0 PROPERTY TAX SECTION PO BOX 152206 IRVING TX 75015 - 2206 ZUKOWSKI, BENJAMIN J THE 2032 GENTRY ST CLEARWATER FL 33765 - 2109 NEMS 2140 RANGE RD # H CLEARWATER FL 33765 - 2127 CLEARWATER, CITY OF P O BOX 4748 CLEARWATER FL 33758 - 4748 el ?x 70 /&/? tldxar?+Prr. a Conditions Associated With a FLS2004-12082 -' 1490 N BELCHER RD a Zoning Condl TER-,, it3?h John Schodtler 562-4604 12/23/2004 Revise plans. Cannot have parking in front of overhead or pedestrian doors. Not Met 12/23/2004 Address section 2-13031.4 - T7T ?t '9 es an s use is of a design and character that will Not Met primarily serve the employees or patrons of minimum standard uses in the district. 12/23/2004 Address section 2-1303.M.4 - The r use is of a design and character that Not Met will primarily serve the employees or patrons of minimum standard uses in the district. 12/23/2004 Address section 2-1303.M.5 - Off-street parking: The physical characteristics of a proposed Not Met building are such that the likely uses of the property will require fewer parking spaces per floor area than otherwise required or that the use of significant portions of the building will be used for storage or other non-parking demand-generating purposes; 12/23/2004 Address section 2-1303.M.6. - Adjacent land uses are of a nature that there is a high probability Not Met that patrons will use modes of transportation other than the automobile to access the use;and Provide listing of minimum standard uses located in the district that will be utilizing the rata+l-aod- restaurant uses. 12/23/2004 Address section 2-1303.M.7. - Fast food restaurants shall not be eligible for a reduction in the Not Met number of off-street parking spaces. What type of restaurant is proposed. Provide floor plan. 12/23/2004 Revise the six general applicability criteria responses to address the two new uses (restaurant and Not Met retail sales). Print Date: 12/23/2004 CaseConditons Page 1 of 1 a `Clearwater U December 23, 2004 Patti The Architect Inc 1634 San Roy Dr Dunedin, F134698 *CITY OF CLEIRWATER PLANNING DEPARTMENT MUNICIPAL SERVICES BUILDING 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE: (727) 562-4567 FAX: (727) 562-4576 WWW.MYCLEARWATER.COM RE: FLS2004-12082 -- 1490 N BELCHER RD -- Letter of Completeness Dear Patti The Architect Inc : The Planning Staff has entered your application into the Department's filing system and assigned the case number: FLS2004-12082. 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 January 27, 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 - FLS2004-12082 -1490 N BELCHER RD Dec. 23 2004 03:22PM YOUR LOGO CityOfClearwater-Plan Dept YOUR FAX NO. 727 562 4865 NO. OTHER FACSIMILE START TIME USAGE TIME MODE PAGES RESULT 01 97333769 Dec.23 03:21PM 00'57 SND 01 OK TO TURN OFF REPORT, PRESS 'MENU' t#04. THEN SELECT OFF BY USING '+' OR '-'. FOR FAX ADVANTAGE ASSISTANCE, PLEASE CALL 1-800-HELP-FAX (435-7329). • s Wells, Wayne From: Melone, Donald Sent: Wednesday, August 10, 2005 2:03 PM To: Rice, Scott; Wells, Wayne Cc: Garriott, Kevin; Gluski, Roberta Subject: RE: FLS2004-12082, Weaver Business Park I'll have to write a change of address for this property and send it off to everyone. don -----Original Message----- From: Rice, Scott Sent: Tuesday, August 09, 2005 3:34 PM To: Wells, Wayne Cc: Melone, Donald Subject: RE: FLS2004-12082, Weaver Business Park Based upon discussion with City Engineer, Belcher Road Unit 1 thru ? may be used for these locations. This was requested by developer for commercial reasons. D. Scott Rice Land DeveL Engr. Manager 727-562-4781 scott.rice@MyClearwater.com -----Original Message----- From: Wells, Wayne Sent: Monday, August 08, 2005 8:22 PM To: Rice, Scott Cc: Schodtler, John Subject: FLS2004-12082, Weaver Business Park Scott - In the Development Order prepared by John Schodtler for the above referenced project, the following condition was included: "That prior to the Development Order, the new addresses will be as follows: Restaurant - 2168 Range Road and Retail Sales - 2188 Range Road;" Patti Stough called complaining that the address is wrong, that it is supposed to be 1490 North Belcher Road, Unit A, B, C... John is out for two weeks. Can you enlighten me regarding the address, such that if we need to revise the Development Order that such can be done? I am attaching the Development Order just in case. Thanks. Wayne << File: FLS2004-12082 Development Order.doc >> Map Output 0 40 Page 1 of 1 1490 S Belcher Rd • • .. . . R • • r • ' W • • • - - +Oi • •? 7 i i • ! • i>• 1 : i• - " i p Z o + • w • T * • LMDR • • i a . La • + + . i + LD R LAGOON • m • • ••••• •••• • • • • • m L LOGAN - i •010i6600600 6 STH A 00000* .** • • f t f O • • i D Z • Idol i- !A = t !i a f • m • v? i i•as s?H ? ? i ? tl? g*H i • iiiii?? t 9711 Y • ;!' n ti , • :? ! + x m <' • i 4 9 C ' ! F . hF r Rd ?~ OS/R - -- -- _ RANGE -- . { At • + • ORC R? _ a a IRT ; R r y i • t . • 1 • ` • • ?ti • MACKENZIE ? u PALIYETTO- -? 1 - 0, , _ O ••••++••• y ; s ti + W I ?l • , ? f . . • lira a-A 5Ru ? • http://imsweb 1/servlet/com.esri.esrimap.Esrimap?ServiceName=OVMap&ClientVersion=4.... 1/3/2005 R LONG RANGE PLANNING DEVELOPMENT REVIEW August 3, 2005 Patti The Architect, Inc. 1634 San Roy Drive Dunedin, FL 34698 Ir ? 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 RE: Development Order regarding case FLS2004-12082 at 1490 North Belcher Road Dear Patti The Architect, Inc.: This letter constitutes a Development Order pursuant to Section 4-202.E of the Community Development Code. On January 27, 2005, the Development Review Committee (DRC) reviewed your application for Flexible Standard Development approval to allow 1,700 square feet of retail sales/service use and 2,000 square feet of restaurant located in an existing office/warehouse in the IRT District, under the provisions of Section 2-1303.L & M. The DRC recommended approval of the application with the following bases and conditions: Bases for Approval: 1. The proposal complies with the Flexible Standard Development criteria (for restaurant and retail sales/service), under the provisions of Sections 2-1303.L and M. 2. The proposal is in compliance with other standards in the Code including the General Applicability Criteria per Section 3-913. 3. The development is compatible with the surrounding area. Conditions of Approval: 1. That the restaurant not become a fast food restaurant, meaning a business involving the sale of food and/or beverages ordered at either a counter or drive through facility for either consumption on the premises using dishes and utensils which are disposable, or consumption off the premises; 2. That the restaurant not exceed 2,000 square feet in area; 3. That the retail sales and service operation not exceed 1,700 square feet in area; 4. That an Open Space impact fee must be paid prior to the issuance of building permits (contact Deb Richter at 727-562-4817); 5. That prior to the Development Order, the new addresses will be as follows: Restaurant - 2168 Range Road and Retail Sales - 2188 Range Road; 6. That prior to the Development Order, a double check backflow preventor device will be required for the restaurant. All applicable fees to be paid for by the applicant; 7. That prior to the Development Order, a grease trap is required for the restaurant; 8. That prior to the Development Order, a total traffic impact fee of $73,602.40 is due. 9. That all Fire Department requirements be met prior to the issuance of any permits; and 10. That all conditions previously approved under FLS2003-12060 remain intact. BRIAN J. AUNGST, MAYOR FRANK HIBBARD, VICE MAYOR HOPI' H.vmIL1'0N, COL!NCIIMEMBER BILL JONSON, COUNCHAIE11ABER ® CARLEN A. PETERSEN, COUNCILMEMBER "EQUAL EMPLOYMENT AND AFFIRMATIVE ACTION EMPLOYER" l r? y August 3, 2005 Patti The Architect, Inc. - Page Two i I concur with the findings of the Development Review Committee and, through this letter, approve your application for Flexible Standard Development with above six conditions. The approval is based on and must adhere to the application dated received December 22, 2004 and the revised site plan dated received July 27, 2005. Pursuant to Section 4-303, an application for a building permit shall be made within one year of Flexible Standard Development approval (August 3, 2005). 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. 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 1, at 727-562-4547. Sincerely yours, Michael Delk, AICP Planning Director S:IPlanning DepartmentlC D BTlex Standard (FLS) IPending Cases Q -Reviewed and PendinglBelcher Rd N 1490 (C) resub JMFLS2004-12082 Development Order.doc ~~..s aoo~i- iao s~ . • ~QNONE (813) 934. F DRAWINGS : IK ~ S/ ,1,~.•,~~~ o W - ~ NAXAN WA Vla :fX I:1 DA E. ' bA> ¢ ° q' . san wit " ~Fi sf u A f>~' ~ '`r: a ~W MrD.' _ inxuxol _ii_:~;.t Xn1,6L1 r~ a ~l aEREta :.rX Aya~; ti.N E No a 1 0.31` 6 s ~ ~ Y'CVLL71Sw Its !if~l.: ~ lR :y~. EI IJA~Y COVER SH T ~ • 2~ EE y s 99 o ~ y N RANCI~~ t Na , .E, ' J'Wi " DiNGN ~ ECUA OAIAN WAY • fl ~ pa - ~ / I Y la ; NAR Nw IAx i.,. lF1 • oo .i I.AK. /'ITRI - ~ ° EOlUM11A ON A'-l.. 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Sq IUAN 7f _I ~ u _ •DAxfll I,s of I Jb~ M; ; ~ s 3NISlfY r S STx LVD AE1F :lint w ~ RS f ' I EM'. r :rs a W i 5 DP : 'I I >:y ~ j dY a $hu4 I: CB if J ~ $1 IYANfN a'• WF IIX 1lIL r - rvNr> `ssl : m°I• .(-~w; ET.'" L I-sl '1 I ° ar ~9 N. TARPON v G E 1 5 EAST • SITE PLAIy pppROVED case ~ r-~s 7 caselvre ~ -az DRC DgTE i zZ oS CDB DATE "SIGNATURE URI GIN bg7E 0 Z 2~ D ~?UINNINGB DEVEL giyqF ~ OP1d@1JTg y~ SEC~'~ON l2 TWP. ~9 S. RNG® ~5 E., PI NELLAS CQUNT Y, FL(l RI DA x ~ E . ~ ° C 51-,. _ 0 SW 8E ~ ~ S r ~ Q stag ~ ~`Y° ~ C .S a J , ~ ~ i 3I,~ ~ ~ v 35 r•as ~ ~ l ~Q ~ yo ~0' \ - 6 h 46 ~ ~ ,may ~ - o ~ SQ,y ° 7° ~ - ~ ~ ~ ?r ~ a~.n ~ ~ - - ~r~ ~ n LOT 15 _ ~ ' _ h FPP VY .ay ~ ^ 1 ~ ` osa~, e~ f oo2w. M4~ I . x I 9` • ~ ~ ~0-~ ~ ~ ~ tlLS~lll ~s. i 4hc~ ` 1. 1 ~ ~ \ 4 ~ ~ x ~ ~ , s, tl~fNl1I ~ ary ~ 1 ~ ~ q,.~ ~ ~ ° ~ o ~ _ h°~ ~ 5~10{Gt'E b7,01R ga ~ i 1 x x ~ ~ ~ ~ ~ ~ ~ b3 ~y f 7~t \ ~ ~ \ ~ i 1 ~ ~ ~ ~ ~ ~ ~ 1` ~ I ~ ~ ~ , ~ ~ \ x x ~ ` ~ ~ l Ta ~ ~ / '1 \ arur ~ 6' \ \ l ~ ks \ 19 ~ ~ \ 0.V(itd£ 1 1 ter ~ ~ { TE ~ 1~ x l 1 ~ ~ ~ ~ LOT 16 1 ~ `l ~ ~ aun ~ 1 ~ a~ x ~ x ~ ~ I ~ ~ x~ ~ ~ x ~ x >rooo sraar ~ i ~ . ~ $~x 1gh ~ ~ 1G~~ $ ~ SAMI75RY SEWBt tMt~[iOIP ~ ` ` ~ ~ x ~ u an atv.-solo ~ oeac vooo , ~ 4 ~ \ ~ ~ ~ ~y 1FROAT I e-- ~ STS ~ r f ~ ~ ~ ! x \ 5 ~ K Rn aEUr aaao , ~ ~ ~ n ~K NV. EL- 3920 (60"I R ~ u ~ 1 ° ~ & NV. B.- 39.60 64^ R n ~ ~ ~ , 1 ~ ~ ~ ~ v 1 ' r xy 1 ~ ~ ~ U } ti ~ ~ ~ ti~ ! ~ ~ ~ rya ~ i } ~ 1 I ~ ~ 1 x \ ~ \ ~ x l ~ x x ~ d~ ~ ~ x yt• / ~ ~ ~ / ~ I ~ ~ ~ ~ ~ t i - ~ ~ ~ ~ ~ I ~ ~ ~ \ ~ ~ ~ ~1~ i ~ ~ ~ ~ \ i ~t ~ ~ ~ i x ~ 1 \ ~ j~ I a I ~ hr hg ~ y~ \ t1' 4 ~ x x ~ _ ~ I ~ ~ tip, a~°~ ~ ~ I 1 x X x i r~ ~ x t ~ 1 ~ I 1 I x ~ aauctt~ ~ 4 ~ ~ I ~ l ~ U ~ 1 / ~o. i ~ ~ I 1 x ~ ! ~ ~ ~ ~ i j I W ` 1 sroaht s~ rlnreior~ ~ ~ i rr C1~ ~ ~ x RM aEVT ss.4z ~ 1 MST ~ _ f . ~ x ENV. EL.• 4209 OT ROPY ~ I 2 NV. H..• 47.07 ~ flCPY S b/W ~ ~ ~ CaRATE ISET W. NV, F3..- 4224 0Y RQ7 I I~ NV. H.- A32 QUU ~ aCP1 1' f1Vw~ V04G ~~ay`` TOP H.EY.- 54AS / l tR NV. 8.• 4262 02' R >f W1 0,90E - 9Q . ~ & NV. Ei.r 562b 6 ~ / ~ t ~ / ~ ShN'fARY sEW6t ~MN~IOLE / n Kan e.EV. star ~ ~vr . . / o JIQ~('~ APPROX. LOCATION OF B~~P.V,C. ~ ~ rm jC5207 " ~i°` ~.'"r ~ FORCE MAIN o J~~I`' ° / qey/ ~ 4fl ~ t•., e • "1~ STORM SEWFR N AFt HEVr 5255 1 Q, w. rrv. a.- gta6 a~ut: ~ K kv. a.- ao.9o Asa acm ~i ~i ~ af+' 9 ~ Fry r . ~ r' f ' I SMlThRY SElNE~ MM6i0t.E H AM 6R:- 5250 I 4 0 - - -__i-__ 70' ~ sQ Sg ~S5 s, C - - 1 _ ~g`~Q H(~ ~ SM61'ARY SEYJBi MMIiOI.E _ ~ rt aM a.EV.- 5185 SANfARY SEWF~t ~ ~ ~ ~ UE ~3 ~ s~ K RM e.EV.• saaz ~ ~ SMlIT/J2Y SEVVFR w. Nv, a,- sosz uuu ty RM sFV.- ss2s APPROX. rVA1Ht[!E 0 ~ f I.~ I E Nv, a.- s9.az ar v , . w Nv. a: 49,as ar vcP! LOCATIAN OF E g'• 49'~ ~ v EXISTING v FIRE HYO. - ~ ~a ' 4'-B• tooL,EncE ~ ~ 3-8- : s 1/z• - ' {~'cI 3-5 16' 3'-10 3/9' 8' 3 4' R+~DIUS 3'-5• P.O.C ` t - - - - 7. SEE ROTE , 9' ~ I I I I I I I I I. Y CLEVt (iYP) . 3-1/2• . ~U~~`2~;,71003 ~ 15-0' IINC ~--I•---i--{•'-{' ~ ~ 15'-O':MAX . v~ I .I •I I I I 4 Buts o 12• oc I I f I v,~ PLANNING $ DEVp~pp~~ ~ SVCS ~llY ~ . i I• i' I• I f ,2 I I I ' • ~ z• art (t>P) x• a~R tnP) g- 12• 10• OC OC SECi10N A-A CON51RlYCRON JOINiS pE}tgtilEl); BEIWEFII 1NESE lJIU1S: SEE 5-4' INDEX No.201 FOR ' ~to~ECr nn.E: 3-I •oa aoD iN~E:r oEraR. ~Q~pNE l8 13) s34,s , 419BA1U61 DIIAE11SfONS ' 4'-0- 8- s-1o a/e• WEAVER BUSI~IESS~ `.`C~NT~R ~~~4~~ P~ ~~o g S-1/~• - ~ , ~ • ~ I I • p . • PREPARm FOIL SCALE DRAWN BY: SFEf7 No. • a, • I ! wEA~ errs 1" = 30' M.RYDER: 2 W . x-c . . 4•,~• I I ~-5. 18 SPAl;fS 0 2~9 i6• 2050 WEAVER PARK DRNE ~ oN, ~ M ""i 2• gFAR (TYP) ~ 19. BARS 0 1 4 I I LEGEND CLEARWATER Fl.ORDA 33575 DATE , ~ N `''~;,6 c ~ ~ o TEl.. 442 - 0035 i _.~a. n~ .rinx:..~,~ ~ } - { DEPARTMENT OF PUBM WORKS COUNTY, FL0910A T% 1, 0 v - ENGINEDUNO DEPARTMENT -POWER POLE ~.o CAT U RItATI No~4166 S v 4 3''/16r" - PATER VALVE CER `T • I . ~ r ' ~s 4+~ ` T v - 4VERl-EAO Wt~ES oRawNa a MODIFIED TYPE F INLET. L aFAR O 5 PLAN NEW EXISTING CONDITIONS PLAN ' er DATE SHEET- INDEX NO. J P P,E Q GFLA. BEG, ~ `x,21939 9 ALA t' 4073 I o !9 TARPON 5 104 r a+l~ • , . ~ . ~ ~ ~ ~ ~ I MOTE: MAINTENANCE' QF TRAFFIC' TO ~ • , , ` BE PER. F;D:O.T. INDEX No. fi00 ~ . NOTE ..SIDEWALK CONTRACTOR ~'0 AND 623,1998. EDITION. • • ` : ~ ~ N ' ~ 0 RDINAT WORK WITH . CO E P . A COUNTY CONTI~ A C TOR INELL S I~ SIDEWALK • TO BE CLOSED FOR ' Pl..#1005 UNDER D • . - .SHORT Dl1RATI0N. t~3 DAYS I ~ . ~ o.. ~ ~ . ' a~ ~ ~ _ ~ • 6'WCE ~EXI$TING 12'1WATER ~ ' ~ SIOEWACK MAIN 1~. : Ao LINE ~ :,I t • . CIiLORINE jl . c q° h IP' INJECTION ~ ' ' POINT 6" X•12" TIPPING SLEEVE ' ' ':`g" AN0 ALVE FOR FIRE HYDRANT - - 30 .2(r ' 10' 0' 3a . 6" FIRE LINE (D,i.P. t tGV: , • o ' ~ (~iAPHC SCALE r' • 34 . oP' • FOR FIRE HYD. CHLORINE. ~ ; ' ~ • ao .N 0 - INJECTION ` • g''X 12° , :POINT ali. ~ I GENERAL NOTES , h o C PlSTALL PoIY(16ff ry 0 6"SPRINKLER...... • . ~ "G.V.,. TAPPING • LINE y;•'•:':.~ ~ SLEEVE AND, 1. ALL ELEVATIONS;ARE BASED .ON THE NATIONAL GEODETIC,VERTICAL DATUM (NGVD) OF 1929::CONTOUR • ~ S ourF au. coNtROI. . ~ r~ STRI1CTUtE _ - _ •VALVE • - INTERVAL:ONEFOOT 1' ~ ' ( ) PR ur ° • ~ roP aF c>~a~ EL - 562 ~ h ~ ° ~ 0 wa, •48.00 C .V ~s" DOUBLE CHECK ~ ~ . M~TEa I 2.. 'ALL DIMENSIONS ARE APPROXIMATE,.SUBJECT 70 FIELD SURVEY AND FINAL CONSTRUCTION. WITH . ' ~ ~ fOR SPRI~NKI~EtiY ~ H FP,Q . ~ ; 3.' THE CONTRACTOR PRIOR TO CONSTRUCTION SHALL LOCATE ALL EXISTING UTILITIES. • • NEW- SIDBNJALK BY . sYsTE~I PER, INSTALL 10 0 9 ratinl~ ` ~h P~VELLAS COUN'C1f cooE, i" wAT~R ; vary ~ ~ ~ ° a° QJSTALL 56 LF OF BQSTALL 4' DIA,. ( , • ~h`~ 1r~ RCP. AT 2.25 x GRADE STORM MANiOLE 1STALL 4' DIA,. f~ETERS 4, . ALL EXISTING U'CILITY LOCATIONS ARE APPROXIMATE; TAKENFROM COUNTY ATLAS SHEETS, AS-eulir ' ITORM I,tANiol.E ~ ~~~'~"fi005 - ' , ~ ~ PLANS .AND FIELD INFORMATION. THE .CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING ' ' >rduc ~ X . ~qq~ o RM EL. -53.00 , ' ~ „ ~ ° ~ 9° }}yy~~,, NV. EL •4674 IM EL -53.00 V~J: EL „,16:74 ~ ' • ~ ; UTILITIES PRIOR TO CONSTRUCTION: ry O ha.,, • ~ ?I8 ~ o o ~ o lr ~ a U • W SCALE I = i 5. WATER AND SANITARY SEWER SERVICE TO BE PROVIDED BY THE CITY OF CLEARWATER. ou is 5`J.O' LNSTALL ii-i°P. , y ~7C '4C~ '~S1~ pk. g ~o a ~ ~ ~ a ~ 4~ . o~ 1NATEtt LINES 6. BOUNDARYAND:TOPOGRAPHICSURVEY BY GEORGEA. SHIMp, II=LICENSE NUMBER: 2513. ~ try a rF~ 90 ~ ~ aul I 7. ,PROPERTY ZONED: IRT• PF~OPOSEDySITE-USE: OFFICEANAREHOUSE. , , . • , • . ~ ..BOTTOM OF POND ~5t` tyST 4O LF. OF o°P o ROPO 'BL'AND 19E:., IL.': ANNEXATION IS.IN PROCESS., " ' INSTALL 9 8 TON "S-~ ' . ~ \ °X ~ 6' WRAPPED UpDETtDRAN h 5 ~ EL Soot ~ NEW . REFLECTIVE PANEL AT . ~ ' h~ : ~ ~ ,q q~ uatr. cut6 wm~ ~ ° SIDEWALK qq . h OF o OFEMJG'EVE[tY 50 FEET \ a ~ao° 7S . a"' LK sIDEwA T INUS. 8, EXISTING SITE pATA: ' ~ ~ o`~ a ~'X. Y.OTHER . ~ h \ ~ \ OTHER TOTAL OVUNERSHIP;• $,1585 ACRES (137,584.10;S.F,) ;M.O.L. SITE IS VACANT: , LIMIT OF SiDE1NALK ~ ~ . ~ ~ ' _ . . ~ \ ° \ 9 US~V4.TJ 5' CONC. ~SODDEU 4d ~ . ~ \ a° . , -CORK FINISH GRADE 9, WATER. SYSTEM AND SEWER SYSTEM INSTALLATIQNS SHALL:BE IN ACCORDANCE''WITH THE CITY.OF,. . ~ a ` a• • T. CURB S_DF.SLOPE. I",., ` ' . y • yy, tCLEV, =50,85 CLFARWATERSPEClFICATIONS. • . I ; , ~ BA.S. E: ELEV.=50.83 ~ ~ti.- ALL CON.STRUCTIgN TO BE iN ACCORDANCE WITH TWE CITYOF.CLFARWATERREGULATIONS. - ' • • ~ ~ NSTALL 3"• - ,12 CLEANOUT ~T `fro . . ~ A.r ha V~•Nl.TI . h~ ~..5 MES. PER. ~ 1„ o • 4 272. CONC COLLAR 0... ~ ~r u F e D, T. MIX Na 38 ose 11. 'CONTRACTOR TO UTILIZE STRAW •l3ALES OR, SILTATIONS SCREENS -DURING CONSTRUCTION TO CONTROL ~ • ~ 0 15 ~ ( M~,.EG • 500..0...,,_ y ~ o , . _ . _ _ _ _ h t~ ~ . r `-5a~.. MES: PER F,D•OT. ~ ' g~~~...~ ` . fin,, ~ ~ ~ ND' ilti~n EROSION AND SEDIMENTATION. - • ~QOa w. ,':1 V~~ SIDEWALi( CONSTRUCTION MATCH OTHE 1 - . . PROPOSED GRATE ~ . 5 tr x l2' o ~ ` a~ s~•x No. 272 R~ 0 9r N,ET E'NCLOSFD)y ` ~ LE » 5000 INSr GL ~ A ~ 2,, ~ \ yo• a _ ~ 12. • THE CONTRACTOR SHALL.CONTACT THE OFFICE OF THE ENGINEER FOR CONSTRUCTION DETAILS NOT SHOWN. ¢ ~ "'SO ~ fit` SO 6' CONG i TOP OF C•tiATE Et~ - 5fi,04 iC3 . DUIuPSTER ~ h 41 N t~ R qr~ • LE - 5200 ~ a , E, `C T. CURB 6' LONG x.12" he I 't~ST'ALL GRATE'. - ~~iQtT. CURB ~ NCI' 13. PROPOSED 5ITE DATAt f • n,; . INDEX ~ , . h,~ LOADNG •~i \ \ • il':. o;•r ~ N , i ~ ~ , WQ~'ER TINES 1. : 9 ~ . r. 0.70 ~ 01'E APPNG SLEElE TOP FIEY. •5350 ~ VALVE FOR ~ ELEV, • 50.64 RAISE To BUiLDIN.G: 37,000.00 S.F. (26.89°°) , ~ s • • " : ~ ELEV.=$1.50 PAVING: ' 55,420.OOS,F. (40,28%) Sc~ ,y" 3~ y ° ,.6> SPPtINKL`~ ~ ~ •,(p. . • I ` ° I da • LI N.E r oat • - ~rr,w. ElastTlG a P E~THn~ooIFIEO SIDEWALKS: 3,010.675.F. ,(2.19°%) ,.~F:. DRANAGE srRUCTURt= TYPE F . INLET PERVIOUS: 42,153.43S.F. (30.84/0) M ?hSPHhltl s ~ s 40 - 0 i3 ~E.` , Sof~LE ~ ` , , TAPPING EEV EID~N.EU~.~aa~ GRATE ELt48.35 h , ~~dntlf~ o`~ ~ 270. ~I: s~~ao tor' ~ ~ ~ AND VALV ~ s t, INV,.EL. aa.00 TOTAL • •197,584:10 S.F.• ~ (1QO,OOx) ~ . ' ~ SEE DETAIL ON. ~ ' ` ma q~ " a Nv.9a 3aao cec ~ MEET Na.2':.: 14. FAR = 37,000.00 S.F. ~ 0.269. , LS. R. = 0:57 , • a r~. 9•• 39i00ISY aces CN NE + !~s . ; ~ w. Nv.'9.r u,•a cu~u . I.. ~ , • T: CURB 52 v 5 EIN FLOOR INJE LN~JE~T N r RAISE TO EL,= 51.59 15. IRKING REQUIREb: ' 3 SPACES PER 1,000 S.F, (office) AND 1.5 SPACES PER 1,000 S.F. (warehouse),' ~ - ti ~ FIN ' F OOR F!N FLOOR EL, .00 N ~'.i ~ • Po, NT ~ !N FL44R ~ I ~ m s T ~ UPBG!!f ~ ~ ~ ` 16, ~~~ING REQUIREDs . 34 ;SPACES (ot~oa) PLUS 33 SPACES (warehouse) FOR A TOTAL OF 6'I'SPACES. h 1;...:.. , a~ o . ~ ~ ~ ~L.. .40 ,EL. • 55:40, ELF- 55.04 t ~!~,'I a• ~ t~sTALL 138 L.,~, of 15' RCP, AT 072 x (MADE ~ 1 ~ - ~ ~ e' t ° ~ U7f~AT ~ * INSTALL ~"'.OOUBLE PARKiNG•PROVIDEp ;:SPACES (including 4 Handicapped apaces). , ~ ~ ~ ~ a° .FIN FLOOR ~ ~ ~ TREE TO BE 1 O INSTALL II-i REMOVED g"'' O -~~CHECK VALVE EMBLY • ~ , y \ ,;E mp ' FOR'SPRINKLER SYSTEki ,~1'1: ALL UTILl1Y MATERIAL~,•ANt~ WORKMANSHIP MUST'COMPLY WITH THE STANDARDS FOR DESIGN AND ~ ~ L T 1 ~ 1 NSTALL GRATE ~ X ~ •k I h , ~ 3 EL. 55b0 x • hay P,E. WATER LINES N,ET o 1 ' S FOI,MATION ' ~ snrarnaY sit rw•tiot~ ~P~R CITY CODE: g CONSTRUCTION.OF WATER, WASTEWATER, AND RECLAIMED FACILITIES FOR PINELLAS COUMY. 5 in 3 TOP OF GRATE Etr » 56?S ~ PLANTtd('S FROM n 't~. ~ t 1 ~ 9..•3750 wwx..*m~u. r'' T..V6RT. M 5t~O4-~,- _ 1 \ ~ BIA.DNG 1 . - ~ p : ~ ~ ~ I. ARKiNG REQU D . w !RE ` - . ~ `i8~ PROPERTY LINES WITHIN FLOOD ZONE "C" ACCORDING T0. FLOOD INSURANCE RATE MAP N0. 125139 0120, " ~ ~ E AMO E R SIDEWALK AROUNQ , . ~ REVISED 06.01.83; PINELLAS COUNTY, FLORIDA: y ' ~ ANHOLE COVER • ,.r.:~-. , t ~ ~ 1 ~ . ~ . OFFICE (3 / (400 S F 3~ , t : ~ 2 5 S.F ) SPACES 1. ~ 'o ~ ~ I r AR 4U ~ EsT uRa IN A SE 1 _ _ ' 19. TRANSPORTATION IMPACT FEE: $TT,3 3-`90 I0~80p S,F. (office) , ~ ~ (32,692I1,000S,F;) = $29,073:.60 . . r I 15 s / 00 LL 2 ! 0 t. po _ I~ ) SP C A S ~ E r ~ 98 SPACE PRG11 F1N FL. ' o ~ ci 5a=a : : ' VSPW~.D • r art GAL, GREASE I. C, ~ 5 cf ~ a H/C - a ~ . RE.. - ~ 3 `ti ~ . I~ ~ N~t ~ - 440 22;,Og0 S.F. (warehouse) _ ' 808!4,000 S.F.) _ ~17;,:7,98~00 • • . t . a.. 57. r h Q TOTAL .~6 SPACES ~i t . RAP P R. . E ~ I a'. M >r' CITY ~ ' ~s,,s~°- o~ICE : ~.,eoos.~, i 3/ t ooo. PARKlNG.~' OVlDED ~ V 2,500 S.F; treetaurant) ' _ f$It~133/I,000S.F) 3,28,.347.50 1 ~ ~ , SPACES . ~ 11~ ha 5,46°k• WAI~H c2~;OOQ:SF ~ 1.5/ I,Qf~O ha ° ~NSTAIl 4' DIA. AS- BUNT ~ lt3 ' ,o ~ ~ A, ~4 l•,7003;F.fgeneralcommersicl) =f$ 3,00411,000S;F.)= 5,106.80 TOTAL = ~ TZ,325.90` . , Q ~ 20; NQTE TO CONTRACTOR: • (Ties barricades & Enu7on Contra! asure} ALI.- -r t \ , 6.~ °k RES~IRAIVI'~ `2; 5flfl S,E `Z Ip/~j~ ' S 1= 4's 64 .OF G a~ X .SAtd. MK X CLEtWDUT F51;2p'~' ° CLEA 2 LF h o o RM EL- 54.92 0 ~ a X 17OO ~S .Fk, X' ° ~ , o ' ~ . 2~ ~ h~ ~ REQUIRED TREE BARRICADES 'AND EROSION CONTROL MEASURES MUST REMAIN INTACT THROUGHOUT • x • 570 459,6 RET L (7fl0 S ,z l~~- ~ ; s ' PVC (SDR 351 S urlTR P l ~ DoOR !1T • _ 1 I c T ~N, EG • 5206 ~ 6 SAN. h"'' ~ y'~ ' / 2- ~ ~ N AT l00 x INV. 9UIL ~ AS-BUILT' R E~'A I L 1 'CONSTRUCTION. ENCROACHEMNT INTO OR FAILURE. TO MAINTAIN• THESE :BARRICADES WILL RESULT IN . OCAL 3~'d00 S:F. EhAi c.o. ° RBl ~ " . CitADE =51,95 CLEANOUT LE~e 51.50 LATERAL 5. 19" - 0 2 O f8.39 rllkc o,'. - 1.E=52,30. LEANOUr ~ , ~4 X40 ~ 2s' ~ TYP. N 2 0-~ ! x.39 ~ .(Y n ENFORCEMENT;ACTION'WHICH MAYINCLUDECITATIONS ANDIORPERMIT REVOCATION, , s °S ' ~ ..=5G7S 70' 1 ~ 1 r ~ ~ 21. ~11'ERIOR LANDSCAPING REf~UIREM NT: ' ,5,542.00 S.F. (10% QF PAVING) SAMPLE ~j,,, ~ .I~ •.tl .v` 1 ~ ~ • ~,t i ~ ~,1 - ~ ~ INTERIOR LAND,~~APING AREA PROVIDED; 5,673.00 S,F. ~ A\GENERAI NOTES DISK\12-0103 General Notes j ~ POINT - A - , ~ I . r l S tE-,54`30 <E ° » . c • c H/ H/C 5 36 ' L IQ 7• ~ - S3. 2 ~ 5 1 7 ~ ~ 22. 'ON-SITE ELECTRIC AND COMMUNICATIONS LINES WILL BE• UNDERGROUND : ' ~ r . ~ ; ~ . roP EL~v. • 53s0 . ~ ~ BUIIT - ?L . f4 x l0 2 14 ~ LE. C,o.: ~ ~ . ~ n , CLE LE= 275 AS I ~ ~ ' M° I ~ ; ~ W g,N,p~y stop 23. FIRE SPRINKLER SYSTEM TO BE INSTALLED. ' ~ ' h I:E.=52,25 ary NST LL hh~ ~ ~ ~ e° WSTALL GRATE ~ ~ 10 DACES AT 90' -I O` g ~ C.O.j• 31.78.. p• SP pIS1; h y ~ ' 9• ~ ~ ~9~0~ ~ Cy ~ M ~ XO A AT 90' - 4' 9' ' b SPA AT 90' - ' X ~ • -•y QJ.E~ 60 50 (IN TRA 1 0 75 75 a7 o. 9 0 5 o h ' ~ I. ~ , ELEV -55.46. raP _ - - - - ~Ot - 524Ct ~ ( - - - - - - - _ g WDE _~i' li ~ I; • ~ ~ • G CONG c`rv T it ^ ~ >f~1~ ! ' ~ ~ i y" ~~o~~. •t !RE C.INE NOTESk. • . . traNCtl~ I VERT: CURB ~ . • N ,1 s' ~o.sPACES ar so - o s SPACES Ar - o ~ ~ . ' - ~ ~ ' (0` ~ b S'ACES AT 90' - 0' ~ I ti°~ ~ • - 1. WHERE UNDERGROUND. WATER MAINS AND HYDRANTS A'RE REQUIRED. THEY SHALL I ACE N I 1 BE INSTALLED, COMPLETED AND, IN •SERVICE PRIOR TO CONSTRUCTION AS PER. ' 30 0 g o • 25 - 9 f I ' ' f~ NFPA 241. CLEARANCES.OF 7 U2 ft, IN FRONT OF AND TO THE SIDES OF THE' ~ , I .REM, FIRE HYDRANT. WITH A 4' FT, CLEARANCE TO THE REAR OF THE HYDRANT ARE REQUIRED: 9. ~ + ~ ' ~ ~ I TYP. 2 ! 1 r sw~ y 1 ~ CONCRETE ~ , COUNTY ~ - - t~S't T S Ts 2. A 24-FOOT ROADWAY SHALL BE'CONSTRUCTED aF A HARD, ALL-WEATHERED SURFACE TO;BE F.D,o,T. ~ sw,nu~Y ~ COMPLETED. FOR FIRE APPARATUS •ACCESS, PRIOR TO CONSTRUCTION, PLEASE ACKNOWLEDGE APPROX. SIGHT , ` „ PER F.D.o,T. LOCATION TRIANGI~i ~,'~N19 ~ , N SK>y~' O ~ APPROX. LOCATION OF 8 P.. ° Sy, COJNT~I~ ~ 19- ~q{T , ° ~ ~Nl~O2 r . ~ P.0.6.. n xaH81aYr9L64 THE INTENT TO COMPLY PRIOR TO A DEVELOPMENT ORDER. - •I 6 FORCE MAIN 9~ SIGHT ~ i y ~ J P.0! I OF 8 WATER ~ ga' 1 ~ TRIANGLE o ~ BACK 0~. ~ g~` ~ 'y' FR ~ IN 0 ~ . ~ ( ~ ~3-- /s . L E PER . / . hh 20 ° ~ t ~SD ' ~ ~ ~ ~ TC5?.37 a M!. B.r ~a ar Vcq ' CENTURY F ~ ~ i:L; 51,9~ygaYC sw. ra: e.-•~,os'a3• vcr~ J~I PROTECTION C Y;.~. ' ;y:•4 ~ + • \ NST`ALL.S' WDE s • + . . CONO.SREWALK - / _ : ^ "4 • • i •i~. H R d S h~ C TAlL JMl}E SDE?'iAEKv' . `ti , r i M.Q:,: FOR "r1 NUTES: •~;••u.•,,, 5I S/W CONST, IS • ti , s P ~A. ER, DAI Mme= P R. ~ E •B . R, o K TOP 8 R' RCP ~ry M x. ,19 35' PROP.. F.W. OFBhN( . Kn~~ F.0.01: INDEX ~ 0 w, Hv. 9.r 4~ CrM1 KaV.e.-,aroasacrd No. 605 I. NEED TO INSTALL 8• DUCTILE IRON PIPE FOR FIRE HYDRANT LINE FROM . 1• h1• BIOE#RWID h6• VERFY v ~ TAP T4 THE FIRST FIRE HYDRANT AND fi' DUCTILE IRON PIPE TO.., g ~ c RAhP3 PER sroRrl sE'raat r~nrrlo~ ~ is • FD,OT. NDD( k aH 9.EVr saso THE SECOND FIRE HYDRANT. TERAL . ~ 9 ~ a ~ 50 3 50 50 t ~ u ~ 9P ~6 ~'S> . ~ R. ~ 3 _ Na3o4 ~ oRa~c~~~~~ R0 CR25 • aw Nv: er tsar ac» 2. THE .RIGHT - OF - WAYtSI ARE TO BE RESTORED WITH NEW SIDEWALK • . - - _ _ - h h1 9 ~ - - - - - ~ ~~a N1D t~e'z~ztt ~.arR K~~vrsEtiv~t MnNF1oLE ~ AND SOD AS REQUIRED. , sMir~RY sEVr~tt q • '76' RAW c~n~ tom' ~ s - ~ FIELO VERIFY N RH 6PVr seat APPROX.LOCATION OF ya' Tor eery saes . aJ,o CLEANOUT ~ry S`} N 8' WATER 1.lNv f"-~"`^, a, env, e.t soaps aaw SANn'ARY SEWER MAN~ot.l: h ~90 AgIE 11~E $ q , ~ • w, riv, g,• ~ ar vaa 3. DUCTILE IRON PIPE MUST B:E INSTALLED BETWtrEN ANY TAP AND WATERS w• tuts e.,. s , ao~ arr v~ ~ ~ 8" 11AT~R Lf~ ~ EDGE OF PAVEMINT w. Nv. a,~..w.a; ax vcr~ ~'`8" HATER LIB ' ~ °CP1 METER. DUCTILE IRON PIPE MUST BE INSTALLED BETWEEN ANY TAP AND BACKFLOW PREVENTOR DEVICE, AT LEAST ONE JOINT, OF DUCTILE IRON yl ~ "°a> a Nv, ar 4ites ~ var.'N. INV.EL';= 5,0.0 W ~ ~.w'~. W , PIPE SHALL BE INSTALLED .ON THE SERVICE SIDE OF ANY' BACKFLOW ~ PREVENTOR .DEVICE. J W rc STORNBt,; , TOP B.Err 9102 ~ = w z ~ ~ H nn at~a+'ss,.ia BVSTALL 73' - 8' D1P, (SDR. 35 ' v~""" .CONC. z F- o ~ H Nv an.•croataaau4Bun AT MK lOx GRADE 1 ~ ~ ~~~kkk ~ p 4. PER. THE CITY OF CLEARWATER CONTRACT SPESIFICATIONS AND STANDARDS; r _ w ~ ~ RAISE ra Nv. ~•.eam•aa•a~t aa~ ~ CURB EL. 54,00 Few 3 FG• STORM MANHOLE wsver.•nrarac~ EXTEND F CURB >crEND,"F"CURB PART 'B'. TECHNICAL• SPECIFICATIONS ARTICLE fI9}, '.ALL ROUND REINFORCED D; L~; ~ r' r+° TRAFFIC -Zd ~ 5Z.00 'wRIM a COVER TOEL~51,59 4., - WITH 3 TRANSI' Q S~ O + r s w F.o.oT E 0 / A I SL • ! S ~ ia. ~ z cn 6 o~ IITH ~ TRANSiTIOi~ ~ coNCRETE PIPE JOINT UNDER PAVEMENT, DRIVEWAYS AND SIDEWALKS WITHIN '0 s/w F.o.oT INDEX ~ ~ 'ADDITIONAL 'REQ. PUBLIC RIGHT - OF -WAY. AND ANY 'OUTFALL SYSTEM, SHALL BE WRAPPED 's ~Qp = `naw ~ - ~ No, 300 p z SIDEWALK I +0.300 ~ PARKING ~ WITH' MIRAFI 140N FILTER. OR EQUAL'.' FABRIC TO BE. A MIN. OF 30' in.: ~~0 ~Q~S 3 : I_ 3 4 _ , _ ~ ER.. T• D . ~ . . _ o1Z 6.'0 , FT... s L GE - RETAIL -1,700 §.F:W 5/1,000= 9 IN WIDTH AND 'CENTERED ON PIPE. RESTAURANT 2,000 SF910/1,000=2p ?SI-0 ADD PARKING, ' APPROX.: ILL n liv4 t ~-1 •03~ PER . cauN7Y PLANNINJ ~ ~ OFSEG.R-21~b TOTAL = 2 9 ~ ADD WATER LINES .CJ1Y,[~F 'SVGS FILL ILL Y,•,~`-l•EXISTING 6 CONC. CURB _a 5a ExISTING . . _ _ o I 50 FND = FOUN P,OC. as- su~~~f $gN.s~wl~•.3-7-05 9=8-~'i REV TO SIO LK E f 8 l 3) GRADE APPROX. TOP EL. 5 .8 t N =NORTH ERA TING FLOW. LINE = 50,3 SIR =SET IRON ROD • PROJECT TR1E REVGIONa 3a...F..o~ U ' 1 ~.~Q~ON ~ ~934s/ • i G DE I S SOUTH h26.43 PER CITY PtR. cIT ~ 2 i • c 0C 0U C- D C ETE: M N MENT FM FN NR i I W, WEST iMENT OFD I W~~ : I~•2T~04PER: CITY 4'5--DOPER, CITY ~3 1I`,~ 0 • ~ ~ ~ F1P = ~FND, IRON PIPE ~'y( _6.-~04PER.•CI1Y 'x+,',14-04 A00 INJECrI Nr ur+ _ g o I E -EAST n 30 R,C.P. _ L_. i TING EX _ s . _ . ~ ~ . i _ ~•s _ -POWER POLE D DEED 5 GRATE IN, ET 1 ~ ! ' APPROX. : I u ~ 1 _ PRE~APID FOR:' SCALE DRAWN BY:. SHFT' Na ,r LEGEND J~ WEAVER ~ 1~ = 30' MRYDER' ' 3 w. i I TYPE F MODIFIED : ~ ,EXISTING y= GUYWIRE - SU GRADE • WEAVER E~ , ~ w ' ~ v • EXISTING . o - PowER POLE 2050 WEAVER PA~(ORNE , ~ ~ ~ DATE ' Mi~' ~ " ~ M d- ~n'~ =EXISTING GRAbE . D4 - VATfR VALVE n reoweTra tt rood ~ ~ _ OV ERFM WRES k7lEL VU 1' U3 ;y t ~ 4~V rf 4 ' pi .9 .1 r I~~ ~ I R .C. P = INTERIOR EASTWWDE -ao- - ~ ~ ao- LANDSCAPING 12.50 =PROPOSED GRADE e • u y 5560 _ PROPOSED GM SEALED V 1a. , .a rte. " - OREC110N OF FLOW vtl' SECTION "B- B =DIRECTION OF FLOW -V~ P =SILT SCREEN PER. F.D.O.T. - - - SCALE NORZ. F= 10 D.O.T. SFFTEFPLAN a p LA REa SQL, FlA Ne,~143A IRVEY~t ta.~07;~; a oRT vexr..i = 5 INDEX No. 102 AUMMATIW 466 rFlCA~ o + C, . H t9 TARP~~ -777 TIE BEAM WITH . - ~ - - - ~ - - ~ - . - . 2-~5 REgAR ~ ~ - - - - - - - - - - - - -Q-- i ~ , CONTINUOUS' ~ . U' - CLEARANCE MIN, I • • ~ ,CLEARANCE MIN. ~ 6 OIA. STEEL'BOLIAROS : . 0 D • I C NC, FILLE (TYP,) b o. ; 1-~5 AT 4' CENTER 10:-8» : I . • `d Q NCRETE. UMPSTER 9A , ~ ' i7j , ~ ~iI ~ P t MIN. THICK ' I I WAIF CONCRETE BLOCK 3 0 P.S,L ! 6'xs'x10' GAUGE ' . 6' ' DROP PIN I liu; CONC. SLAB 1 ' ' ~ - ~ (TYP,) • , SWING GATE _ ~ . I W E MESH 12' - 0': ' 48. ~ 1;2 12 12' ~ .6' BOLLARD 3' ABOVE F G DE ~ f2' - O' ~ • A :.Max CLEARANCE MIN. CLEARANCE GRAD ( • ~ ~ CLEARANCE MIN 'PER. PART 'C', CONSTRUCTION STANDARDS, INDEX ~ 70L sr et I i4"` 00 00 . , ' • . 6' NIGH CONCRETE BLOCK „ IC MIN 6„ THICKNESS, :fi"X6" SV fi 3000 P.S.i, CONCRETE SLAB. -MONOLITH / SWING GATE ~ ` (TYP.) ~ I r', • 8» taxto w.w.F. ~ ~ ~ • ~ 4 I • „ r, Q . ' Min, 8"X16 CONCRETE FOOTING W/ 2- ~5 CONTINUOUS L. - CONCRETE MASONRY WALL CONSTRUCTION - - ' ° REfjAR (TYPJ DOUBLE ~ WIDTH DUMPSTE~ I ~ r. , i0 ~ ' P T R N ~ I Materlala, conntroctton and quantity control, of mosonry shall be'in occordancn b lhp go with Uniform 8utldfng Code (U9C), Chopter 24. GenSrat conditions and ~ ENCLOSURE ' o ' ~ OP construction requirements ahdl be opplied os apeclfled In UBC, 'Section 2404 DROP PIN HOLE • NOTES: . ~ 30. 24 10 U 3Q . during groute6 masonry work. ~ r°~ ~ ~ . ` ~ . • ~ . ? ~ CONCRETE DUMPSTER 1.)• WALLS ~ GItAR'LC SCALE ~ C " 6' BOLLARD PAD l MRS, s' THICK • . . ,a ~ f. All reinloreing ated eholl be deformed hors conforming to ASiM A-fi15, Grade 60. Yertieol reinforcement shall be~plocad In the center of the ~ : - . ' ' , ~ . ' ' , ~ . ' % 3000 P,S,L 1 6'xs'xlo' GAUGE New construction: maximum 6'-0' high and cronatructad of WIRE MESH concrete.block'(8"x8"x16"}, Moterlats used should be conaistenl masonry.cell, and sholf be held •k, position of the top and bottom. ~ c ' ~ ~ ' ~ • ` ' ' " ' ' ` with ;those used in the ~cons~tructiop • of and archlteetural style of . ep ~ INSTALL 34 LF, ' • 2. If a slab dowel does not Ilne-up `with a vertlccl cord, it sho11 not be• slo ed ~t h ~ OF 6' 11tJ6ERDRAN WITH P S/b 4Nf t, i WSTALL • the, principal bu>Iding,~ (Section 3=802 Materials) , more than ono tr ~ O horizontal in dx verticals (i:6). ~ p?`' ~ LB~R -SEE SHc'1:'i' 12' wroE GATE b.) Existing: maximum 6'-0' high replacement materials can be . S QtKifff 5 OF' 6 OUTFALL CONTROL STRUCTURE 3. Horizontal wdl reinforcement ehail be stondord truss t e DUR-O-WALL or ~ ~ ~ T~. W~-T- ~p TOP OF C3tATE EL • 5L67 MIN. lo' WR)E OPENRJG. .mode of the same materials as long os they are,mode of ' approved opaque matertol.' ~i~' o ' e ulvaient at ifi' o. ~ ( EL, 53.00 q ) c.. ~ ry ~ @~/,b7.. 48.00 • rae9 \ p ~7 Aa 2.) F00'flNGS R+ ,S 4. Hollow Load-beertng ConcreE• Meeanry Unite aholl be normal weight ~h.,, ~ a~ . • conforming to ASTM.C-90, with a minimum compressive strength of 1,90D g a 0 8"x16" concrete w/2= ~S ~conNnuous rebar Imbedded. PSI. raNCTtff ati' • e Ew siDEwaLic SINt~LE-WIDTH DUMPSTER ENCLOSURE ~ • T~~~E PINELLA$ COUNTY 3.)CONCRETE.SLAB S. Mort: a ~ ~ ,j° . g° PISTALL 56 LF, OF 18' QfSTAt.L 4 DIA, RCP. AT 225 % GRADE STORM MAt~H01.E r o be type, M or S, ?n accordance with ASTM C-2T0. Place oil ' ~ tr' TC~~(~ o pp, ~ry P,LD: # 1005 Monolithic, min, 6 thickness w/Imbedded 6"x6"/ 10x10 welded X ~ A RM EL •53.00 mosonry In rennin bond with 3/B" mortar, Joints. Provide com lets covero e face shell mortor ~eddln •horizo F g ~ ~ ~ g° NV, EL, •46,74 DROP PRtS AND SLEEVES REQUIRED FOR wire fabric (W,W,F,); 3000 P.SJ: ' i 5-' `OPEN AND CLOSED POSITIONS 5EE ' Et, ``16.74 CITY 4F CLEARWATER CONTRACT SPECIFlCATIOf~S 4.)• CONCRETE FILLED Ctal.S ~ ~ ~ ~ ' g, ntol and~verticol. ~ i ~''r~ ` pl"' AND STANDARDS. PART 'C'.,CONSTRUCTION STA DARDS, With 1-~5 vertical rebor•tled.to footer atenl of sash corner and . ' 6. Codroe grout eholl conform to ASTM C-4T6,•wlth a moximum aggregate size ~ ~ ?>g~ ~ ° o° I of 3/8 , 8" to t0 slump, and o minimum compressive strength of 2,500 PSI. at . W Rey ~ 55.6' INDEX w 701 every 4' O.C. 28 do b a• ys• ~ c. 7C , ~ ~ ~ INV Q., ` 4$.00 a' o . : o INSTALL, 9 SUTTON "5.) GATES 7. Minimum 3" X 3" cle - • r°P ~ ~ ~ a trxr an• out holes (sow cut) are required of the bottom course ~ ?8p, S1 ` y a ~ CTIVE PANEL Constn~cted of min. 1-i/2" diameter galvan?zed tubular steel of all all: to verify grout• plocemerit, peon-outs :boll be aeoled otter \ h ~ ho mosonry inspection-provided kt occordance with ACI 531= BOTTOM OF P IHST 40 a AT SIDEWAIJ(. ~ w/privacy-type slots Inserted in golvon(zed steel mesh. fabric, 1ERMINUS. t~ ~ hinge-mounted on min. 3" diameter golvonl:dd steel post, routin . 4.6, and before ~ ° ~6' WRAPPm y° 9 9 g h6 iY EL • 5000 \ ~ • ~ (Gates and.. post cons4ructed and Installed per applicable bonding s \ h.6 r' ~a a 8, Prior to' grouting, the grout spots aholl be clean, with no mortar ro ct o ~ ~ ~ ~8 ~ ° ~ 6 aa•°° EW SIDEWALK BY code by licensed fence contractor). ' OTHERS- - , „ P k 1 ns ~Sc° ~ ~f ti T. WTTA" -••h' rP' greater the ,mortar ,droppings ar other foreign •materlal. All cells shalt be ~ in, ~ ~ Y AL(„ v6rtical• alignment, and ah~l solidly be filled with coaroe grout as specified. ~ 5 .53,Op - 'i" „;:..,,.,,~-,.~A ,»=i:•-•.. '6.) DROP PIN • END SIDEWALK CONST UCTION die 18" long metal rod gate latch, Provide 3/4" dio,,hole • 11~111ij,Tl G CONGA ~ 3S0 ~ o°' 9: During placing, grout eholl be consolidated with ftex,~le cable ,v~rotor, first T, CtlRB SOESLOPE n ' ~ , 4oe out r : $ , MATCH OTHER SIDEWA~K '~.6". Into ooncrete for rods.•in asphalt provide a 3/4" P,V,C,: ,.~k' ~ aleeVe, 6 long, or equgl. :9r you shalt be stopped q minimum of t. - t/2 blow the' top of the I middle bond beoln rr,asenry, , • sy, ss, 53• ~ ,50 ~ 'OADt~G a .1 i ' ' ~ 7.) SOiL S 7F NSTALL ~ .pD ~a I';. , .gory N~FNLfl ,$oA bearing capacity to bt<:ht leas~'2,$D0 PSG, tlES PER.. ~ ~~F.ANOUT~'ffH.~ r a ~ CONC. COLLAR N SIDQVALK • , . 13Y PINEUas~~ •n ~ • FTP - 25 - ~ ' . ,QO.T, POEX No. 272 \ LE •48,00 9 4~ e`` ~ ~ LOT 15 •5D00 ~ a• . 1 PN. EL ~ PROPOSm y~v , \ ag ' ~ ` ~ "-~w'.. M,T:,S. PER F.D,OT. k (9~ ~ 1 W"~"° PROPaSED GRATE s 15' ' iz x Nt' o '-5a~- \ R ~ c ~qr o 'J ~ Q~DE7(.No. 272 INSTALL 'W Q? + 1.IMlT OF WO 1T OF WO yo. fir; PLET ; • ENCL.OSED~ ~ 1 'I . LE. • 5000 ~ '•.OF ~ g SO TOP OF GRATE EL ` 56.00 g p . I I - I pE, ~ 3 0 6 LONG a~6 CO1`IG ~#4x ~ h° ~ ~ . LE. • 5200 ~ " DLkuP TERM, - WATER LINES' e° M4M\ ~ ~ \ } • ~ Y LOADNO RAIN . ~ \ yERTr•,~, ~ vAL TOP ELEV ~ 53SO PAIggN91Y . b b ~ . , . ~ ti h 1 ' , ' PN. ELEV, ~ 5a64 ' ~ REPLA ppTH ' • C{6A96ED s ~ a ~ ~ ~ l ~ . ><s "oorisL . ,o - ~ ° .fF 5.00` ~ 9.' E1~TtvG 'WHITE PE~1' S 40 p 3'"' ~ O,LP, RED. CHECKVAt S~ g'~ $ . ifSPtW.Ti Sgt FR1R' R 5. c~c~vat sic ~z' ~ N. ~ sir ~iai cTL>R>w .,~;~A1Nil:~r. . UE •.a' OM:Y • • TAPPIN LEE EANE1r4942tJ0'k4~ GRATE E1.:48,35 ~1~KGROUND BORDER ~ ~ ~°i ~ 'Rl' f 252 ~ Sj . 0 ragct~ o ~ \ 270 ~ ~;nND VAL ~ INV.EL944.00 SYMBOL : ~ ~ s9 ~ ~ \ 5.00 K sn B.RL• 44ao SEE DETAiL ON i. E.S. ~4 ~ m° alr.a,,•s9,xoterecsn SHEET:No.2 , rarttir~ tau ~ in G. o ~ 1 0 ~ DOOR. _ M ~ ~ S°~,,`~ 4 tav. e~.r aaao a~ ~ RAISE 70 : • L 9 - w IN. 9r !13.44 R1Nt=,:' aO I VETtT. CURB S5 Q ~ 53 , ._o o o FIN FLOOR '1 1 ~ ~ RAISE TO ELb51s59~ ELEV, =:51.50 1~ SERIES. 'C" . . ~ I ~ , ~ FIN ~.ooR FiN FLOO EL. - S.Oa N 1 • 5.00 6 R . FIN FLOOR ~ . •n~ ~ ~ h L . S 0 ONfTiff~ EL. - 55 I ' o~„W, ~ PARKING BY LETTERS ' 5.4 .00 EL. 55.00 0 ° 6 ~ ~ ~ ~ 130'FLATCIII~ w iTE DiSA~LED eLacK , h1 i yb• u, NSTALL,138 LF. OF 15'. R,C1'. AT 0.72 r (~tApE h \ ~ S FOIJhAA t; ~ 6° FiN FL44R ~ TREE TO BE ~ a PLAM'NGS FR ~ . ~ B' g; ~ ~ ' yooM~ BACKGROUND - BORDER ~ BLQD ~ ~ ~ ~ LOT 16 ~ a ~ /°I ~j ~ NSTALL GATE ~ w x . h EL. 55.00 _ h PERMIT •a snrarnm SEWER MANHOLE • LETTERS ~ ~ S°~ ~ rr.Er a ~ ~ 1 G ~ iri TOP OF GRATE Ei., •5625 . ~ ~ .G • 55.00 n \ 1 a al: e.rzvr solo ' N l VERT:. _ _ OO - r7 ~ . c - 3 - ~ \ .C. •.,450 ,ti: iA8,8C U 1 ~,~D ~ ONLY ~ ~ ~ PARKING REQUIRED ~ ~ ~ , t 1 ~ ~ s ~ MEANDER SIDEWALK AROUND ~ MANHOLE COVER WN1lTE ~ ~s, ~FFiCE (3 / (000 S,F. 45 SPACES ~ : , . ~ ; - WARS OU ~ >;t ~ i'1N ~ F<, ~ ~ SE f 1.5 / (044 l 33 PACES 1 NY~W.T1 a ax 56'-0" 1 SO -5 b - t;L.•57.44 •5 - 1 ; : ~ 1 ' f ~ CL; PROPasm ~ ' ~ . ~ ; 25.5 FiNE ~ I• SERIES 'C' ~ ~ EL. 7,6 EL, 7.04 FL 57.04 EL,-57.00 EL.-57.00• NEw C.o. 6 TOTAL 78 S C \ h I ~ ~ ES ~ ~ wv, t ~ 1.44.00 B ACK• ~ ~ , i ~ .U ~ I/ BORDER ` F.S.: ~~S.Iq'`~ . SERIES 'C" ~ • ~ , 75 M X0,54 ~ o c - ~ PARKING ~RROViDED - $3 s ~ FFI E i5.000 S,F. ~ I PACES ~ ~ e ~ o. 7L39 to 7G39~ ~ " ; ~ ~ LETTERS, ' 1.5" • • ~ g 4 he j 1 o NSTALL 4' DIA• \ \ . ~ ~ } WAREHOUSE. 22.000 S~ r~sl'AU- ~ sAN. SEWQt M}L - y 2 LF. OF 6' X . X ° 0 a GF ~ i'p T ~ h RPM EL,- 54.92 , \ s° X k DOOR ; . X o 1 ~ >e - 54,7 TOTAL. 37,000 S,F. Tam Pvc c sDR 3s I sAN,. s e IL ~ ~ "ry INV. EL, - 5206 ~ h h 4i'' 9~' 1 ~ ~ ry AS• ILT AT LOO x C.O. . =5L50 04 C,O. L'S2 t7"'` \ 5' f9' - 0 h t r 2 d ,39 s • t~ y a ~ ~9 I ~ uu~itiLn ~ 3~: °S ` 50' 70' ,G • 55.00 ~ ~ ~ ' F G - 5450 ~i 75 4. .t' .,,'j rt .tr V'~:l.l. Y~• .1 ~ •V ~ t, S.yt t•1M ~~A, Y if r I... I - 4. ~ ~ ~ ~ ' FTC 55 25'-0 0' •'t ~'n n. '•,i~,.•?. 4.92,r;' .i: „ 't. ,.N r t°.•,^' : fir` .y::.rt 1 (,T.F.ANOUT ; d I ~ . lLT • 54 0 9 -53 OF 4.80 ! V NSTALL. CdtATts . aNOUr ~0 ~ ~ t:t~aNw~' ~ . L~: T C H/C tE- 52ss 5 ° ~ ~ I . raxts~ SI Atli TRAP 12 Id 10 ~ 10 I 1 6' ~ l.t;;. t.E~., 84 0 , r ~ ~ ~ ' -1 TOP~,~Ib1.EV, "5354 ' ~ • ` ; ; ~ ; ; , . ' 1.. IhIY. ELEV ~,JLDO ~ ' "~,`~7?[((A~y~,?{] i' , ' • A' ~ ' VERT. ~ I. Eta: .9a ti ~ ~a 4,75 ~ b, ,yo 388 ` o~ • b • .LE OUT yh ~ ti i , 1 0< . s 9' l0 SPACES AT 90' - 0' ~ ~ ~ ' PiSTALL GRATT; _ 9' ~`fRAD-51.95 12' t2' g ~0 SPA AT 90' - 0 X 9'' iO.~A AT 90' - 0. X a+ ` ~y' \ • yb ' ~ ~ ~ 5.06 ° STA t 2W o 4,Oi by o-~: TOP ELEV. •55.46 - _ - _ _ 482 ~ . ~ . .43 4.33 423 4J I ,76 c .5240 ~ - - - - - _ _ _ E _ _ _ - - - - ' - - 8' WOE I 9dU, ELEV, y1• ~ .37 ~b .6' CONC. v TRAPPER. CITY ' cv h~ H/C SIGN ~ • a° .Ol •~tb' VERT. CURB a CODE ' 7ta9(1iff N I . 9' 10 RACES, AT 90''- 0 ~ . ~j• ~ 5 SPACES AT 4 - 0' IO• , b' f0 RACf;S AT 90 - 9' 2 SPACE 4.01 I ~ ' ~ - 52.54 r ? - 0 9' ~ ~ • ~ o - p" I ~ ~ j REMOV~ ~ ~ , APPR • 25.0 ~ TYP, 5 34 9' 9 9 f LOCQTI N F SIGFfI' , Q • l TYP. ~ f ,L. 4S0 ~ ti~, TTdANGL~ 5,00 ` ~a~ NST T S 8 WATER L gg1~~,,T 3 ~ CONC. LWE hE l . ~ ~ ~ PER F.D..T. D.OT ~ 1 1•, SANRARY SEWER MANHOLE CENTURY F1'DNID ~ Q 9 .70 APPfjpX, LOCATION ~ ' ,p0/ S(C~i! 0 4. NLO2 F 7 Sif:T•ti e ~ OF 8 RV.C. FORCE h6 ` ~ '03 ns , S 'k cP P:~,~. J IRE f IttT4 a yb• MAIN ~ . h R yp l0 ,r i l f~T V2' ppg, VSPFBI.D ra R!; 6EVr ~ ~ . . • PROTECTI N , ; , . r ; 5.00 • ~ ~I 20' / i 25Yt 1 l f)t yr K rr, e.. er vcrw • 41N.$rQO60KYCP1. / i?5Y1 ~ • ~ ga'fC 4w, r~nc a.- 4:;0.1 e• vc» M,O.T:FRS/W ' ~ • g • :i~.' ,57 7 . l' r'4~ iv' ,O~ • ~i' ~ • : aJ;!;'r;'` ~"4' - ~ ~ t • . ~ s h1' ~ •t • .Q ':~1ST;41..,L,•';5~ .1NIpE ~'s~.l~:::.... n_::'~^~;?t .R: ; • ~ • , . .:.1.~:.,~'*.'-"• ~ ; ~VST • 5'.'W'~ SUEWALIC ' •u~•;., co o : ~ ~ ~ ~ sL~ coNSrr Is F o.o.T, • f14~FW.TI h'- . vc h°' PRO. FH. • APPROXTOP 8 ~i•`---F FM A`}' 's`: , ~ sroRM sGwE~ I NOEX . 60tf H aH etavr sass w Ix, ar 4<os eaN N HV. 6r 4A94 6S4' RCPT . ~ - - r ~j ' 1 'r. ~T ` OF ROl'ID °l • YEiiFY ~ \ ` / r4J` is = C RAAfS PER STORM SEWER MANHOLE . • 1 ~1• h • 1 . °1 66 0 FA.4T. MIX tz esr.: so . No. 304 rls iN 9r +ts'o tsar RCPT ~wun 1. 1. ~ sr.~ Q •D sF CR 28 aw, rlv, e.• 4450 a4' acM - - - 9 ~ ~ h ~ '`rir • - - _ \ ht 9 ~y?' N~ N89'2VDT11 ~94R SANfrARY sEwgt MANiOLE . ' ; 1 s g (Z/W . r~17O It~.E1' s - ~ - - - ~ - - . . AWrAitY sEwER tvut'.. APPROX. LOCATION OF PiSTAU, TRAFFIC ra nM eEV.- se.~x 8 WATER LPE ray F1EYa• saes ~~e . BEARNO CLEANOUi' g h~ 46 AfRE ICE S3 1 Il ayvr sass s W 9s 4y7•{ eS YC41 12' MIN. ~ 5' ~ ' : g' ~ ' " w r,v. er sasx ~ tN. Btr sax: eiltl ANTAFtY SSWFR .MAMiOLE ~ h B' WRT~t LR~ e M. e.r aa~2 ax vas ' ET)GE OF PAUEMEM' w tcv ,3r ~sas ar vc~ w W e r+v ~ vcr~ ' . sroRr~ s rw~-lol~ , APPROX. LOCATION OF . H !~sTAll 73 - 8' D1P. { sDR 35 ~ ~ ~~r°~ ~ ~ ~ HANDiG•AP~ ~ PARKING ST~~?~LL STANDARD ~ „ „ OLIN, e..- 4~.0~ as aan 8" WATER LINE e ~ ~ ~~.rn '~AT MN, 10% (>'RAADE EX NO F CURB . ~ w. M: s.- ~sx4 ox•,tcer WITH 3 1RANStrgN TEND F CURB ~ me a.r .xss eu"~ I~S a. F' . v ' ~ ' TI 3 TRANSITK)N TO w, IN. l3..• aaox ur e~ ~ . S/W F.O.O.T, INDE H F.p.O.T, INDEX ~ ~ (lUtt`1L' • No. 300 o oROGIN~~ , ~ ~ . . L ~G .ND. Ev4t~R ,i~L ~;ti7 ~o~~J' - ~ D = OU P,4C ~ • ' PkAtur, sT~1s.-aa ~ ~ ONE (8I3) 9 FN F ND N =NORTH _ SIR = .SET IRON ROD . - S SOUTH ' ~P~~[~'~c~rj~I'mE/~~'~y?[ ~~r~p~,y~ its 3_ -'0 •'PER~ou t ~Q~' 34~s ' - ~ ~ ' . ~ : ~ _ ~ FCM FND CONCRETE_ MONUMENT • I I . , ~ W -WEST r1~NT IIh,11YC,t~ Vf ~t1~C, / :Ilf'1t1GfN~ F2~67•R3 PEER C(iY 3-29-04 PER. CIT ,~~,v ~ ~w/~0 . • I • TOP OF ~ i ; ' a 1, . , r ~ ST ~ FIP =FND. IRON PIPE. 2-6 -~04 PER~CITY 9 8-~1 - OEWALK ~ ~ ~~o ~ g e E EA . ~s . ; ~ _ ' - ~ ADOGR E TRAP 3- - , . • .a~ -.POWER . OLE D DEED , PROR RET. WALL ~ • ~ 04 • ' ~ ' PRbPARED FOit: SCALE DRAWN BY: SHrFI' No. ' ~ ~ ~ y= GUYWIRE M =MEASURED . ~ i • LEGEND J,~ WEAVER ~ _ 1" = 30' MRY~ER 4' w ~c • ~ w • of e3 . WEAVER ' POWER POLET W~1IVERPAPKD~VE__~ nn~~~. ~",K1B • ~ ` . ~ ' ; _.._.•a, • ~ _ _ _ i2 _ _ -CONTOUR LINE _ ~'h _ r-,,,~T,~,,. nn n nr- 0 ~+--t- r O 9GmoW12P vv _ Ong v WNW FLUM 3~ 5 r c . . ~ . , - - ~~Z . ' - CAIJ I IIVl7 hf~HUC Sl 5~ _ f . ; , INTERIOR 1Q. 442 00 03 ' fi't' stems Q N LANDSCAPING 12.50 =PROPOSED GRADE rL SWAGE s3 ~ - EXIST ODE 5560 - PROPOSED-WDE v, n~~~ s ' .H.w:.' DIRECTION OF FLOW DREC11ON OF FLOW CPA o.T.DIN PLAN % SECTIO ! ` SILT SCREEN PER. F.D.O.T. - DA 16 SCALE Hm l _ INDEX No. -102 vqR 05, ; o~~ Na' ' RTy rs TaIppt~ P,l , ~ ~ ~ ~ ~ ~ - ~ - i FILTER MA?ERiAL SPECIFICATIONS DROP AT I.. 1/2°° R. 24 DRIVEWAYS FINISHED .FINISHED ATION CHART „ . FILTER GRAD 9 l5 • o , 3/4 R PAVEMENT • I~~ GRADE U.S. 5TAhEDARD SIEVE SIZE FINER RY WEIC~NT " 100 3/4 R. 3/4 - !~p,r. 90-100 3/8 , N ~~4•~eb BASE •4; ! , WEARING SURI N0.4 77-•96 •~•.a: FARING SURFACE R, , P NO.10 - BASE 26-6~ ~ , ' NO.2O • ' • , . . - 9--43 0, ~ ' NO.40 ~ •SU® BASE~,~.' •M~'',a',; a NO.50 ~ 7-27 ~ • 7rr -7 ~ N0.100 5 . I PITCH°OUT CURS DE~A L STRAI.GH`T CURD• DETAIL FLUSH CONC. CURD NOTE: ~J THE D20 SIZE OF THIS FILTER IS APPROXIMATELY • 0.42 MM AND THE VERTICAL PERMEABILITY RATE, (K) IS 130 FEE? PER, DAY (SEE - - JP~' GRADATION CHART) . NO LIMESTONE OR I , CRUSHED' SHELL iN FILTER MEDIA. / ~ `OPERATION AND MAINTENANCE INSTRUCTIONS ~ ~ ` - „ NO DEBRIS ~ ' ~ ~ ~ A I I,. CUT GRASS WEEKLY AND REMOVE CLIPPING A • Y' VIA THE :CLEANOUT ~ • 2. UNDERDRAIN TO` BE FLUSHED. WITH WATER ~ ANNUALL , , • 3/4'° R, WE RING SURFi E RING SURFACE 36 HOURS AFTER A STORM EVENT, FLUSH A ~ :N 3. IF WATER REMAINS IN POND ~ - - - - DROP AT ALL p~~`'"^~ ~ T FLUSHING AND WATER DOES NOT ORAWDOWN, • , RORAIN SUBSEQUENT 0 ~ UNDE - • DRIVES ``..j: ;°,til;° ,,,.,..,~I:.,. UNDERDRAIN AND FILTER SAND IF I. 'o~' : •r,,..~. ` UNDERTAKE REPAIRS AND REPLACE , _ , „ , „ ro ~ • • . • NECESSARY. - ' TO A STORM 4, VISUALLY INSPECT: CONTROL STRUCTURE SUBSEQUENT EVENT. . ~ ~~:''~'::`.i ''~~`:~~'h TA il.IZED SUBGRADE .TOP OF BANK S B 12:00 ,19-0° PARKING 24°-0°° DRIVE ELEV, d 53,00 12= 12'-O'f p'-S" l 6°-6' a',1 r\ ~ r A-Q o~~ ta~~`' VALLEY GUTTER ClJR6 DETAIL ETAIL o s ` aE TYPICAL DRIVE°OVER CURD „ NT BETWEEN LE I / 2" 9• ~ 50.75 5O0 ~ NOTES; I. THERE SHALL BE A !/2 SEAL JOINT BETWEEN o E V, ( ~ BACK OF CURB AMD DRIVEV~AY. WHEEL STOP a' •'.,':~~TYPE PC-~' ASPHALTIC CONC. 9'° STABILIZED SUB-BASE DETAIL 4 THICK BLANKET r: ~x W ARING' SURFACE W%MIN, F B,V, 75 P.S.I. F R CK 2 CONCRETE iN CURBS SHALL 13E 3,000 P.S.I. 0 0 3 000 P.S.I. I/>3 PER, L.R ° 1/4°° PER. L.F. I/4'° PER, LaE . .f. ;fit ',:r t' .'rid%.. ,r.y: J 1, • BOTTOM 18 . ELEV. = 50.00 ~ ~ ~ ~ ~ .Y.. !'.w • 6°° SHELL OR LIMEROCK EASE COMPACTED TO , > \ 9.~ ..OF 30 MIL. • MIN. OF 98% OF MAk, DENSITY, 3 IMPERVIOUS MEMBR - • L,. I . .;4; . ,•s. • INV. ELEV a 48.00 ' 3 ' M~EDI U M • STD, CAST IRON FRAME ' , • • ~ 6 P.V.C. PERFORATED r • • ,'q , (APPROX WT. 350 L$. ) ' ~ UNDERDRAIN PIPE WITH . , / \ 50CK F , 3 4 10.85 F 1,50 ~ , TYPICAL PAVEMENT AND PARKING SECTION • • ~ • ERA IN c~ND ND , ' AY VARY WITH SUPPORTING DATA) NOTES: I-6 STANDARD (M • ' 24 (TYR) SCALE Ir = ~ CURB 8 GETTER PVC. PIPE SHALL CONFORM TO EITHER ASTM F758 SEE PLA (A5 PER. PLANS) OR ASTH D3034, EXCEPT THAT THE SIZE AND ''li^ ARRANGEMENT OF PERFORATIONS SHALL CONFORM / ~ ~ ~~,"+,e~.t,~,Y,=w~b~ TO THE PERFORATION DETAIL ON THIS SHEET. C\ 2.AGGREGATE SHALL BE AS SPECIFIED IN THE FRO.T. STANDARD ALTERNATE INSTALLAT INSTALLATION . SPECIFICATIONS. SECTION 90i AND SHALL BE SIZE 57. 7 MIN' 1 SPOT WI SPOT WELD . „ ~ 3 FORATIONS SHALL BE 3/l6 T4 3/8 L N I -4 l - 6 3.DIAMETER OF PER INCHES. ALE GRADATION TABLE T - , . A NON'-WOVEN : 4. MAXIMUM ALLOWABLE BENDS U.S. STANDARD PERCENT 1 • , , , RERVIOU9 FlL ° u: A - :4 H ~ ti...,. 12 . ..3/4 DIA. BARS „t;ARTH FILL _22.5_._-WIT,- STR IG T 2 _ SPEVE SIDE FINER 2-I/2 ~ ' FABRIC N'ATERIAL TARS _ - - _ _ _ . ~ - ~ _ ~ ~ INIMUNi PIPE SEPARATION EOS-100•~/K=02•Fl ~ ~ r, 112 ~ T~fEEN BENDS i/2 INCH 100 4 • • . . ON TOP ANb SIDS 4 ' • , OVERLAP i 2 \ / / z 5. 00 NOT USE PERFOR TED `PV,C. PIPE , ~ , ~a : ~ „ GATE UNDERNEATH CH 90 100 ~ , ~ I/2 WALLI ON TOP) ~ a OR AGGRE 3/8 IN ~ 4,, 4-3 ~ ROADWAYS. - - THIr:KNESS~ 7 7 2-I ~2 2-I~ ~ ~ ~ N ~ Nn 4 20 --55 MI d w FILTER . ~ A ONS LOCATED AS SHOWN . M1 d ~ ~ I ' ~ a,: 4 PERFOR TI ,rn ~ AGGR GATE N ! ¢ /4 INCHES ALONG SECTION F-F > ,EVERY 3 14 1 ) Nn . 8 5 30 r~ ATED AND LAID . 9 LEN TH of PIPE c Loc DETAIL. OF LAD®ER OARS 3ARS ' r• DOWNWARD A5 SHOWNI Na. 16 0--10 US E T ' , o o %j~• 7° T013° CAST IRON NON-ROCKING 1 7 TO 13 • INTERMEDIATE BARS 1~/2x~/Q xs RETICULINE ®ARS I/2i~~6 • TYPE Lib.(APPROX, YVT. 220 LBS.) ~ , ANY DEPTH LESS THAN MINIMUM ...:.~EARIIVG•®ARS 5~~~~/~ ~o~~mt ' WILL REQUIRE SUPPORTING D 4'-3" • ' 9 ' DATA AND SPECIFIC DESIGN ' C ~ Q[7gQ • a„ 2,_II„ ~,a • ~ ~r ~ ~ TO DETAILS. ' 6 6 PV.C. PERFORATED 120 - OPEN UNDERDRAIN PIPE LAIR , R V~AY UNDERDRAIN DETAIL ? MIN.. OaD BOTTOM WITH PERFORATIONS DOWN 12'° al. n , ' .I ~;:'i. I INLET . GRATE ELEV = E `T~ ' ~ r 30 GAUGE ALUMINIUM W/--- NON-CORROSIVE FASTENERS t F~: ..1•' f.° `5 Ali ,t. D,.. ,a ~ ~ SOLID fNVERTED CO ER 'T'M . a•-. EYE BOLT--y , PLAN • „ u „ u : w? 6 F I 6 ca - , A ,PIf~E SIZE iv I I I ? DARD CA T IRON FRAME COVER STAN S • ti .j "s%~w GRA NG t ~ f sv ~ • . .b: Cq.D DRIVEN RIVET ~4 I I ,1 u n , a, I AI 3 F ~•4--0 3 - I . - x:.00 ~ io : d `I~ 'r~~,.s ti~ar°, ,i ';°"i o:' ',~f' ~ N ~ ~ BEARING BAR „ iv 6x6 NO,IObVW Na BA •-12 c.c. SKIMIyIER DETAIL • ~ , a ' ` : ~ • s ~ SECTION C~C I~~ ,I, ~ , , SEARING BAR • .p : w INTERMEDIATE BAI@ ' 1'° ~ ~ .l ~,q. C •r. ' ;f! N N RETICULINE BAR r ~1 ;A". fig'. .r .~'B,r •r.. ae, .ti t• ',o e~, ~.J 1_.I L.-) • 1 ' w adw.a I.im ''l1R~ 'r' • . ' ~'Y 1 ,r •'1~ ' ~ ~~~6 ? • ~ r ~ V W w. . ` ;,p - , a ~ „ ,r•, y ~ :i N I ' I ,~'••:9. Qf~ ••,Q'a." N,','Z'f~~~:' .:0.:, r.,,'e:h^^a.'.v'J:•.~~.~"' , ~ . 2 ~•A z 'PIPE g L'g _ 8 ~ ~ ~ ••¢•~..a: •.I~•.~ ~'~~f.~:, :.;.,•••'•:>•ti.;o~' '•.••:ri:.,, SECTION ®~S PLAN ~ . ~ ,fix - GRATE ELEV. = E 2-0 x 2 0 ~ 1 „ .J~• O . o PLAN SECTION A°A G I N ~ ~ ~ . \ rr sr .,U~ 2~7100~ i s~ TT INLET TYPE ~ • ` ~ . c i- N0.6 BARS-12 ,t,. u PIANtdING~ia~:vta~'~;r~~°3)~5vC5 ,~.a» ' ':`1 I t ,SLOT . `'r _I,.! J~:'" °°A'PIPE SIZE' <i; OUT(~ALL CONTROL sTUCYURE OIMEN~IOPOl~ ~ ;I / , ~•t u I'~ :'A , t0 . PROJECT TITLE. REVISIONS: g,.~,,g® p~, g,1hlFW.M:0. ADD UNOERDRAIN GNE lS I3 j ::I BOTTOM ELE.- G f ~ ,1y~~7yy/ , W P• Y / ~ ~ \ W+ WEAVER 6USIN`ESS~~~'~'CENT~ER • ~ ,~~~~e`~ 4`$i~~ _ _ I 18 3,62 48.00 0.87 51.62 L00 y~ - ~T J 6 P°1GC. ~i PIPE . ELEVATION VIES ~ , ' 1 CTION A~••A u- r ~ 5E ~r / / / PREPARED FOR: SCALE. DRAWN BY: SHEET N0. ~ ~ ~.c. WEAVER AS-SHOWN ~I:'RYOE~„ ~ i i i ~r ~ ~ 1NEAVER ENTERPRISES . _ . m ru n e n Y / / ~w~w u.-w w• wu wr,uw - ~'~s:. ~ d 1 . 11G ~ ~ V WtAVtK rAKR VKIVt v/ Ot9T'FALL CONTROL STRUCTURE UL IAl L . ARWATE R.-FLORIDA 33575 DATE: P . 442-:0035 242 . LCV HEE CERTIF I O.F;,A IZAT .4 'y~ 4~`J N.I.C. NOT IN CONTIV*C DRAWING. ALIDrU4_ Gtr SE D&Y ISOMETRIC VIEW PAVING S DRAINAGE DETAILS CA. AEG. ENGI 'ER Nb. 2193'. FI~.;R~ U V Ofd:NO.4073 19 TOW)" • ~ ; PLANTER ARE ' 'LANTER ARE TO BE ' 5'xIO' . a X lo' o ~ N 2• caNT. LAYERS OF A . CYPRESS MULCH ~ 3" SLfGHT E 3" SLIGHT EARTH ° ~ ~ • ~ SAUCER COP SAUCER CONT. F[.EXIBLE ATTACHMENTS REMOVE TREE STAKES ~ Fe• . ' TO PREVENT CAMBIAL AND .GUY WIRES AFTER FORMED BALL aF i PLANT HOL DAMAGE I COMPLETE GROWING ~ s>I PLANT HOLES W/ SEASON . ~ caNTAIr~R . VERT.SIDES ~~VERT.SDES ~I2 GAUGE DOUBLE STRAND ~ TWISTED 4" DIA. MIS x 8'-0 PT, . AERATED EXISTING . SOIL MIXI'UI ~ MIXTURE WIRE 3 PER. TREE WD. POST STATIONED 3 PER.. TREE SOIL S UB P M1NG 1-~ LA o ° 3' SLIGHT EARTH . o q DETAIL • h Apo ' 2"-3" CONT. LAYERS OF SAUCER CONT. ORGAI~c MULCH NOT .COMPACTED 30 20 f0 , 4 ~ 30` • • ~ arc scab r • 30' 1° II I~ Ilf III III 111 I Ilt III I PLANT HOLES w/ pP 6° 0 0 INSTALL 34 LF. FORMED BALL' OF _ _ --lll=( VERT.SIDES ~'a o ~ OF 6' UPDERDRAIN WffH o e r, INSTALL P 0 eP' S LPER -SEE SHEET OUTFALL CONTROL ~ CONTAINER I III II(If : . ' I III I III III If • op 5 OF 6 STRUCTURE ~ TOP WALL TOP OF (MATE EL • 5162 • h+' o f 1834 0 PNJI. -48.04 EL 53.00 ~ry ~ r - - ~ SOIL MD(TURE. • ' CONTAINER TREE • • 9 P IP C .V hod OF 3 BATTENS REMOVE V2 OF 1H: LOWER i h`~' PLANTING DETAIL WITH PADDNG FRONTS AN) Tf TN's REST o , BOTTOM OF POND 'a' S^ 0 ANO h~TAL STRAPPNG lP WI1H BURLAP STRPS s4kcttff S El, • 5000 xy f C1EAR OF TRUNf } f SABAL PALMS 1 e ~ a INSTALL 56 LF. OF IB' Q~STALL 4' DIA. NAL 2' x 4 WOODEN fiery N ~ ~ ~ ha° ~,9 RCJ'. AT 2.25 x t~tADE STORM MANH6l.E MACES T01FE • pax q ~ _ ~'A"~ ° RM EL. • 53.00 I~~~aio ~ ~ ~ , EL - 53.Oa BATTENS ur TOS o 9~ ~ QJV. EL •46.74 wooDEN STAKE r0 ~ ~ EL •46.74 ~ . BE of suraBlJ: s¢!: ~ J a ' 6° 55.6' d, L[1JOT}l TO STABLQE - Tlf BRACES J; RrV CLEANOUf ° w°- ~ ~ u° o our PALMS h1JST BE K?'CR • ~ w9 . Ate STRAK~iI TRUfdC ~ ~N. EL, - 48. ~ nk• a h ~ 3~ LAI~SCAPE NOTES 3 U . • AT PLANING G MM~UM ~I i ° Y SAUCER ° $ 9 'N~ BARK MUCH ~ h`'Y yo ' • I) PLANTING SOIL: ANY SO6. BROUGHT ON SITE SHALL BE NATURAL. FERTILE. FRIABLE 561E AND FREE OF . MSTALL 40 LF, ho. o ' ANY OBJECTIONABLE • MATERIAL. . ~ Y2' 5 WRAPPm N • ' W1M hUfLilRic OF hc'• . e ~o° q• co Anoo BACKFLL ~ n 9 °f" 2) PLANT MATERALL: ALL PLANT MATERIAL SHALL BE FLORDA ~i OR BETTER AS ESTABLISHED BY GRADES ''w AMID STANDARDS FOR NURSERY PLANTS OF TFE STATE OF FLORIDA: DEPARTMENT OF . V3 PCANI'NO X • . • V3 HJM£ V3 E7OSTNG SOL ~ _ • TOP WALL '53.00 9 AGRICULTURE ALL PLANTWG BEDS AND WATER BASBJS FOR TREES SHALL RECENE 2" 'r: WATER TO ELlrIJATE AR POCi~I'S. SCARFY PR G CONC. SODDEb 4i 5350 A° 6° . is ~ MW~f++1 GRADE CYPRESS MULCH. ALL SODDES AREAS TO BE ARGENT BAHIA TFGCK BOTTOM 53.98 5325 ® J " o _ ' (i T. CURB SDESLOPE g• °x ~ h • WELL ROOTED AND FREE OF. WEED. {ALL AREAS SHALL RECENE PLANT MATERIAL OR SOD s 53• OAD~1G R s~ 350 12, ZONE MC 6-'4351 I~ ~ ~ ~ ~ ~ 3) SUBSTITUIIOI~. SUB5TffUT10N OF ANY PLANT MATERIAL SHALL FFIRST BE APPROVED BY ARCHITECT AND ~ ~ISTALL P15CALL 6V,~. 53. y°. PALM PLANTWG pETAq. ' ~f ° res. PER, coNC, caLLAR ` ~ h ~ ~.I i t y° CITY AS TO TYPE Sp_E QUANTITY AND UMT COST. FA.AT. G~QEX• No. 272 PROPOSES 'v • `~.OD 9~8T 0 ~ o. u~uln 41 PR6TECTION OF PRIOR TO THE PREPARATION ,6F PLANTWG AREA, THE CONTRACTOR SHALL ASCERTAM . LOT 15 ~ MY. EL • 5000 h A O,c h°~ ; ' ME.S, PER FJ>.OT. ~8' ~ 4 l EXfSTWG THE LOCATION OF •ALL UTILITIES. DAMAGE CAUSED BY LANDSCAPE CONTRACTOR TO . PROPOSED GRATE s~ • x PDE)f No. 272 ~4 R^~ ° 7' Qd.ET' EHCL05EDh~` lE • 50.00 ~ ~ 9 ' ` r~ y yo°~ >NSTALL gta,TE IN~'ROVEMENTS THESE UTIL((~S SHALL BE TI-~ RESPONSIBILITY OF THE CONTRACTOR. TOP OF C9iATE EL --56.04 ~ DUNB'STER y,~: o cP' N .s '4!~ ' 4G • 52.00 ~ '~Ip ~ ~ h,., OAD~lG ~b pV~al~ . T • ~~0 ~ QUANTITES FOR LANDSCAPE MATERIALS ARE NOT SHOWN ON MATERAAL SCHEDULE °i ~ ZOI~. , , ~ ~V.>;L>=v'' So64 CONTRACTOR SHALL BE RESPONS>BLE FOR NUMBERS AND PLANT MASSWGS AS SHOWN ~9 . 5 h a 9 ~ y, s sis~ hh o 'o ~ 8• p~T~ ON THE DRAW~IGS.. ~ I . ; a 55. cA ~ ~ a'~ s~ NSPfNLT1 s~ FR Ux ' ~r a DRARJAGE STRUCTURE oo.~l. E a az as a~, ALL TREES, SHRUBS; AND GROUND COVERS SHALL BE OF THE SIZES AS CALLED F6R ` ~ W TIC LAI~SCAPE MATERIAL SCHEDULE ANY PLANT MATERIALS AS DEf ERN~NED BY ~ srow~.sEwEt rlara•la.~ .Yy6.-~n aaNttt~~', dONf ~ 270 n g ~ J~~~d~ ~I ~ 5. s ,~r~?~o ~ K ~ ~ 3>,~ Q~ ~ THE ARCHBTECT AS NOT MEETWG THE SIZES AND QUALITY AS CALLED FOR. SHALL +',o n n ~ n n DOOR ` sp~ yo• ~ ~ ~A, ~ a~ ~ BE REMOVED FROM THE SITE CONTRACTOR SHALL SUBMIT SAMPLES AND/OR PHOTOGRAPHS a• ~ M ° ~ ° on ~ FIN FL04R ; w e--.,,,,~,~„, OF PLANT MATERIALS FOR APPROVAL BY THE ARCHITECT. s ~ ~ EL. 4 55.00 N ~ FIN FLOOR ~t2r F(N FL44R FIN FLOOR l o~o't~lc;ftrur 5) WSPECTION: ALL MATERAAL SHALL BE SUBJECT TO MSPECTION PRIER TO ~ISTALLATION AND AFTER s~ APPROX ~ ~ ~ 5. 'F~ ~ ~ vERr. a>RB ~ EL. m 55.44 EL. 55,04 EL, m 55.00 I nT BY ARCHITECT AND OWNER. ANY MATERALL FOUND NET TO MEET THE STATE REQU~EIu1EMS ' °'~0 t~ flAT ~ SHALL BE REMOVED AND REPLACED WITH THESE MATERIALS THAT MEET THE SPECEfCA110NS f 1 y`' u°i 1ST 138 L.F. OF CP T f)72 x (MADE ' ~ 5' FotR•fiATI ALL 15• R A PLANTAQGS FR ~ ~ yo~',7. SET BY THESE DOCUMENTS. ~ TREE TO BE ° o o F(N FLOOR ~ ~ h ~ ~ ~ REMavm ~ LOT 16 BIA.DBJG ~ ~ ~~ho S°y~ SMGI'ARY SEWER M/U~WLE ' ~ ° ~srau. (MATE ~ EL. ~ 55.04 " x y ~ mauitt~"' hO• ~ AI.ET $ C - 55.00 r+. • T• ~ 8 ~ k ~r 5850 61 GUARANTEE. ALL PLANTS SHALL BE GUARANTEED FOR A PERIOD 6F NUTTY {96) DAYS FROM DATE OF FINAL . ~ ~ ~ TOP OF CitATE Ei, 56.?5 r- a ~ a • • 1 • _ _ r _ _ N q4 X ~ ~?Ta+ 37~ _ _ _ ?NSPECTION OF MATERIALS. AT T1~-E~ 6F THE- GU4RANTEE PERIOD. AN QVSPECTI6N SHALL-- - . _ _ BE MADE BY THE ARCHTECT AND `OWNER. _ _ n __51. . ' ~ PARKING REQUIRED • 3 I ~ ~ . o ~ ~ OFFICE (3 / IOOO S,F..) 45 .,PACES ~ ~ I • ' t~ 7) CLEAN UP : CLEAN UP SHALL TAKE PLACE CONTWUOUSLY Dl1RQVG THE COURSE OF TFE PR6JECT. WCrH ; ; ~ .EXCESS DEBRIS REMOVED PROMIPTLY FROM THE SITE ~ • n n n ~ o , ~ DOOR WAREHOUSE (LS / 1400) = 33 SPACES ~5• ~N FL. ~N Fr:.. FIN. >=w FL. ~ FL, ~ ° ~ ` ws~n ~ EL.-57,00 E1.-5Z.oo ELr57.o4 EL.•57,oa EL•57.oa a..•S7.oo h6~ TOTAL ~ 78 SPACES 3 raHC1r~ ~ ~ ` ~ ~ ~ ~ ' ~•0a 8 ).IRRIGATION T4 MEET THE UVTENT OF THE Cf f Y OF CLEARWATER LAND DEVELOPMENT CODE M SECTION 3-1242 {C) d 56.75 ~ , ~ PARKING PROVIDED m ~$3 SPACES ~ ~ nag ~ 40.54 o OFFICE (5,004 S.F ~o .1 CEDE THE 61RIGATI6N SYSTEM MUST MEET THE FOLL6WWG REQU~ENEMS : IOO x COVERAGE 7L3g ~ ~ L SHALLOW WELLS. OPE1V SURFACE WATER BODES, OR RECLAIMED WATER MUST BE USED AS A.SOURCE ~ 6~ TALL 4' DIA. ~ ~ ~ ~ h0 h P65TALL 7° ~ WAREHOUSE 22.444 s~. SAN sEwER ~ ° ~ OF ~RIGATION WATER. THE DISTR~UTION SYSTEM F6R >RRiGAT10N MUST NOT BE COM~ECTED TO COUNTY CLEA 264 LF. OF 6' h~` X - 5492. o X o X X X o a . RWt EL w DOOR , y'1• ~ K • 54.10 TOTAL. 37.040 S.F. Pvc f saR 3s }sari , ~v. ~ • 5206- h°'• h h~ Ind O OR MU<~C~AL 'WATER S4l~GES, UNLESS IT CAN BE DEMONSTRATED THAT THESE SOURCES ARE NOT n• sEwER ar loo x ~ 6~ GRADE ~ f9' - 0' 2 t - 0 a ~ o CY_ ws~un AVAILABLE o h n. SQ ~ rduil>~ n (p n n 5(Y 50' 70' a T.C:. • 55.00 ~I~ Q' ~ ~ 2 IRRIGATION SYSTEMS MUST UTU.fLE LOW VOLUME DESIGN SUCH AS LOW TRAJECTORY HEADS OR SOAKER ~4 °S ~ ~ ~:i .C. • 5450 ~ ~ HOSES TO PROUDE DEECT APPUCATf4N AND LOW EVAPORATION. SYSTEMS THAT OVERSPRAY AREAS ' 58.75 ~ , ` p ~ . •54.92 't.•' ,.,.N 25' • ~ ' . , ~ ~ THAT DO NOT REQUUZE RRIGATION, SUCH AS PAVED AREAS WLL NOT BE ACCEPTABLE FUGH U~RIGATION NEED Q'' U ~sTAU AREAS MUST NOT OVERSPRAY LOW NEED AREAS.. . r . ° I-I/C H/ 0 54:80 ~o ~ ~o ~ is ~ io r~t>~ t 56$4 ~ e° 4.75 0° it a .88 C(YPJ {TYP W ~ a 3. HIGH WATER DEMAND LANDSCAPE AREAS SUCH AS TURF MUST BE SERVED BY A, SEPARATE U~RIGATfON ° ZONE THAN LOW WATER NEED'AREAS, SUCH A5 PLANTER BEDS, QR MULCHED AREAS WITH TREES: ALL gtATE a 556 f0 SPACES AT 90' - 0' 2 h2'. _~_Xp SPACES A 90' ~ 4' X 10 SPACE'>~ AT 90' - 0' X ~ . PlST ~ ~ b - o <r ' 3' ~`~~°m ~bo IN NO CASE SHALL ANY PLANTED VEGETATION AREA BE MORE THAN 50 FROM A WATER Sl~'PLY. .ia, ~ \ 9dJ:(• • ~ fib - - - - - - 55.06 54.82 - , 54.43. 54.33 54.23. 54J I . ° 13,76 ' 4 AUTOMATIC IRRIGATION SYSTEMS MUST BE OPERATED.BY AN UtRIRIGATION CONTROLLER CAPABLE OF TOP ELEV. _ - - ~ - 8 WOE INU. ELEV. • 5240 q ~ ~ 57.37 6 6' CONC, v - 19' FROM B CIS _ - - " ~lSOE ~o ~ DFFERENTIATWG BETWEEN THE SCHEDULES OF MGH AN LOW WATER DEMAND AREAS. CONTROLLERS MUST 'g,~ y° HAVE MULTU'LE CYCLE START CAPACITY AND A FLEXBLE CALENDER PROGRAM ABLE TO BE SET TO ~ vE~r. cuRB N ~44fif0: OF sOEwAli( N NOTE OR 9' S6.01~ b SPACES AT 90' - 0 h 9' _ 5 SPACES AT 4 - 0' K) {0' K3 SPACES AT 90' - 0' . ~ 2 SPACE 4,p1 N COMPLY WITH L6CAL OR WATER MANAGEMENT DISTRICT MPOSED RETRICT1ONS. . t ;0 AT U ~ 9' ~ ~ / V OAKS(1 0 _ o ~i a. f. o- 30 9' 5 8E LA 7 ~ TYP. ~ ~-o to g z 9 • 5. AUTOMATIC UZRIGATION SYSTEMS MUST BE EQUUU'PED WITH RAIN SENSOR DEVICE OR SWITCH WF~CH WU_L ' ' ' ~ OVERRIDE THE ERIGATION CYCLE 6F THE SPRU~9(LER SYSTEM WHEN ADEQUATE RAINFALL HAS OCCURRED. B K CU TYP• 2 B ~ 545 ~ 55.00 t _ r 5,~.~Y sEw~ ~ 10) FEDGE MATERIAL: ALL FEDGE • MATERIAL MUST BE MAINTAINED AS A MUJIMUM 3.4 FOOT HEIGHT OR AT A FEIGHT F~ ~ s H 5)A5 SUFFICENT TO SERVE TI•~' INTENT OF THE GrrY OF CLEARWATER LAND DEVELOPMENT V~RI.n H rac ar 4co~ ms• vcr~ CODE. 55. '(052,37 a av. er aob br vc~ ~ ~W. !N. 6r 4203 YCPI • - , 1'~r g$ r:~' ' ~ 4r.~1.• , . ; ^"NSTALL 5: WIDE SDEWAL'K , • 28 R R s 35 R.• • ~ „ . , . , 6 • ~ ~ ; ~ ~g4~. II) THE EXOTIC SPECIES. lE- BRAZILIAN PEPPER LOCATED ON SITE MUST BE REMOVED AS A coNOmoN s ~ E4NC. • . ~ P R. A .A T S' ~ C ~ OF SfrE DEVELOPMENT. s.TaRM sEWEtt R. X TOP 72' RCP a~ ry f1.OF NSPFAI.'D , • F I1F BAN( ~ t K ~ essr,- 5295 • K m' ~ ~ a' ~ 12) MULCH TO BE USED IN PLANTER AREAS. ' ..A9.._ . _ - - ry - 0 S we RAL~PS I'Et: • STOP sEw~R "~^~01-E i3) SOLS WfrFgN PLANTER BEDS MUST BE SU(fABLE FOR PROPOSED PLANTED MATERIAL '1~ UEAEY 7 p,'~ ~ hi' h ~ l~ OF ROM h TERM.. h yM ~y - FD.4.T. Nom( N nn aEw. sego y ' - 0' 25' - 4 5U - 0 y APPROX. LOCATION' 0 6~~ P.V.C soa ~ ~ Wf f H REGARDS TO P.H- SOa STRUCTURE AND SEASONAL HUGH WATER TABLE aw. rr, s.- a4so ao•,sar, 9 • a+' a AI 50 - 0 30 0' ~s 50 - 0 h _ ~i~ h ~i h h ~y'V ~ IJ~`tPUZ41 5;i,94'R SMIITARY SEWHt MAt~6i0LE ~ • sAr~rvtY sr~t ~ V~V.~ PROX, LOCATION OF 69 7D' RAW c~nre ra.~T ss PISTALL TRAFFIC ry s K Af18~Vr 5165 S ~ W. NV. Q.r 4234 9S VcA'i TOP 6EVr 54x5 d aEVr sass h BEARNG C1F.ANOUI' SAMTARY SEY,'Hi Mi1PH°LE hd` 40 !1~ Lt'E 'd h`~ H ~ 8' WATER LQ~E e. rrr, e.,• soya au+~ ~ 8' WRIER L.~ w rrv 6" WRTER L~ ~ N& HV. 8r 4226 05' VO% O R 6 G I N A ~ . e rr+. ~ so•s: ar vcPt ED(~ OF PAVEMEM w riv s.- 4sas ar vaa w~ w ~ •was ~ vcr~ ~ w . w' ra>rav.am sroRrl sE'wElt rnr~°« K ~ aev.• ss,ax QdSTALL 73' - 8' D~'. { SDR 35 RIM. QI OAO d' Rpl QfN B+.•W IU4! TREE LEGEND ApPROx. LacATION aF K ~a~ AT M6d lox a~aDE 8 WATER LWE ~ ~ ar ~ KNJ.ii IIA97?RQ1 ~ ~ . S BAL PALMETTa) (24 TREES ? w. aJ. ,a~a or ~ ~ . SP SABAL PALM ( A ~ , ~U~_- 7~~7 200 w PALMS MUSTBEIO MINIMUM CLERR AND STRAIGHT TRU X CASSINE 1 9 TREES 1 ' LIVE aAK (QUERCUS VRG~ANA) (1:3.TREES) OH DAHOON HOLLY t ILE l La ~ - , PLAN ~ir~r caQ~ ~vl•..~~ ~a I sues ~:Yua:::~ E Y4 C4Rt~R' . NOTE: CM CREPE MYRTLE C LAGERSTRaEMIA INDICA ? (33 TREES) q~} ON ~ N A 113 FOOT WDE PW+flf3t AREA OF SEt;, Ch21Fb 6 - 8 -0 5 PER. CITY FEOGE MATERW. W1L ~ NSf ALONG Tff SOUIN APD EAST PROPERTY I.PE P•Q~ 3-7-05 REV.WATERBFIRE LINES E 1813) ( ~INUS ELLI4TTD) (7 TREES l FUDGE LEGEND f PERIMETER 1 4~5-OQ ~R•CI Q~'ON 934; SI SLASH PINE P _ w~v~ o~ / wa~~~ >-26.a3 P~. ~Y 4-~.~ P~. ~~T s,~o I-2T-04 PER CITE ry 1 l 68 PLANTS 1 . w. W . PLANTS~M~I, 3 GAL, 8- 24:.yEIGNT 30 ,.36 O.C. /~n(Jpl 3-29-04 PER• CITY LVIV111G/1 N' ~ LG ~1~1RPIW[N(SUSFENSUM (345 PLANTS~~) T 30 - 36': O.C. PlEPARED FaR SCALE DRAWN BY: SFEEI' No. o SC PODOCARPUS (~PaDOCARPACEAE MACROPHYLLUS) (2,l TREES 1 PLANTS MIN. 3 GAL 8:-24: NEIGH ~ RED CE .AR •s _ ' LEGEND ~ ~ wFAV~R = 30' N~RYDER 6 QR....,-~,...,..._. ~ ,.._--..-,.a..,..,~,,,,•-Q.H.M.-,» „N~.~.M°~~~. ,~.3 r' ~w=.:,..,,,~ ~ w Mwn..r+ .'.,.w:A"F ~ ~u" emNnrapiy~ , ~ -POWER POLE- 2454 Y~AVE~'~ DA/ TE ~ ~ _ _ r~~,,~ I , M n envn?,minu unnt v t r n cv nun~n ~ r a 'rp~~e } ~"'l;HRI IBS tINT`ISLANDS 1 ;w. vnrninrru I i wvt, i n icvvi nvn 111 r iiww r ~C vq. _ 0 WA ItR v QE4RWAIER FLORDA 33575 _2.03 a AT PLANTING WDIAN HAWTHORN DWARFS ( ) TREES TO BE A MR 10 IN HEIGHT AND 2 zCAL M PLANTS MK 3 GAL. 14 -24 HEIGHT 30 ,s :6 O.C. m ry0~ ; p IU. 442 - 03N / ,'•Jinr. s S stn TOTAL TREES PLANTED (14'6 ) Gk GIANT LERIOPE G R O USN D • COVER ~ ~ s3 - QdST6dG GRADE y ~ 4q BYr , . , ~n PLANTS MW. I GAL. 24 O.C. tk 55,60 - PROPOSED GRADE TOTAL TREES TO BE REMOVED - 2 AZALEA( RHODODENDRON SP.) DR CMN OF flaw T CNDSCAPE PLAN AZ G 4, GHT 30"= 36" O..C. . FL_FS MQ~ $ SAL 14- 24 HEI gAunFLA. n aRry rg TAReo ~ _ s