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FLS2005-04027• CITY OF CLEAR?ATER APPLICATION FOR PLAT APPROVAL PLANNING DEPARTMENT MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, 2nd FLOOR PHONE (727)-562-4567 FAX (727) 562-4865 r-jZ? r j f7 PROPERTY OWNER'S NAME : 1 eArwa 4cr Me, 11 , G w "?--- ADDRESS r/ 1 101 I yt?Gl rA4;b'k 4 /JI'• f, Stet* (600 ? 37,G11 0(tG Adv ,r r , PHONE NUMBER 164 • l (,5 C FAX NUMBER APPLICANT'S NAME pew ricih C ( `"t"Ot ((T L' 1YL G ADDRESS ! tU I ?N-?G{ j1A ?1bYta ?/Ir• `?G 1600 0r14not , Fs 3z&(') PHONE NUMBER +q-, FAX NUMBER : 1117-1264 -2o'165 AGENT NAME r2g? o, r2ck v s c ' )9G01e x ADDRESS 5ZGl W ^j4Q-d? PHONE NUMBER U(-/ . / 2?"1 FAX NUMBER I, the undersigned, acknowledge that all representations made in this application are true and accurate to the best of my knowledge. eo?r_?4,3 by (J 1v^ , who is personally known to 0 AMA Y Signature of owner or representative STATE OF FLORIDA, COUNTY OF PINELLAS Sw rn to and subscribed before me this 8 day of A.D., 1< to me and/or 9003- me or s produced _ as identi icaTiio' n. otary Public my commission ex s: /L VICTORIA J. GORMAN NOTARY PUBLIC - STATE OF FLOPUDA Fourteen (14) copies of the preliminary plat must be submitted. COMMISSION # DD364M EXPIRES 11/2/2008 BONDED T!!!^I '-SC -NOTMy! The preliminary plat shall be prepared by a surveyor, architect, landscape architect or engineer drawn to a scale not smaller than 1: 100 and shall not exceed 24" X 36" and include the following information: NORTH ARROW, SCALE AND DATE; TITLE UNDER WHICH THE PROPOSED PLAT IS TO BE RECORDED; NAME, ADDRESS AND TELEPHONE NUMBER OF THE PERSON PREPARING THE PLAT; IDENTIFICATION CLEARLY STATING THAT THE DRAWING IS A PRELIMINARY PLAT; .._ t LEGAL DESCRIPTION OF THE PROPERTY WITH U.S. SURVEY SECTION, TOWNSHIP AND RANG LG?1 Sk 1,G U i ' I UU °, EXISTING AND PROPOSED RIGHTS-OF-WAY AND EASEMENTS; APP PROPOSED STREET NAMES; AQR 2T15 NAMES, APPROPRIATELY POSITIONED, OF ADJOINING PLATS; Page I s • FLS2005-04027 520 SKY HARBOR DR Date Received: 04/05/2005 CLEARWATER MALL PHASE II ZONING DISTRICT: C LAND USE: CG ATLAS PAGE: 300A PLANNER OF RECORD: MTP CLW CoverSheet .r • PLT2005-00008 520 SKY HARBOR DR Date Received: 04/05/2005 CLEARWATER MALL PHASE II ZONING DISTRICT: C LAND USE: CG ATLAS PAGE: 300A PLANNER OF RECORD: MTP CLWCoverSheet • _ tkarwat u FLEXIBLE DEVELOPMENT APPLI 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 `B SUBMIT APPLICATIONFEE$ C? CASE #: il=76 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) Comprehensive Infill Project (Revised PLEASE TYPE OR PRINT - A. APPLICANT, PROPERTY OWNER AND AGENT INFORMATION: (Code APPLICANT NAME: { V e UJ ?f? ??CC I ?ec1 I??/ Tt^US 1 I ?J 1C .y-?-~~ TTY MAILING ADDRESS: R I a In /"Ln-te rna?t?onc I rDr.. Sfie . (?cn. r largo ?L 3 Z a ?9 PHONE NUMBER: 2,74 - qa so FAX NUMBER: O-l - Z(o 4 - ZQ O5 PROPERTY OWNER(S): (, tP_rltr wCc ter Na I I f L L- C (Must include ALL owners as listed on the deed - provide original signature(s) on page 6) AGENT NAME: -De-IQhfnn`, bab IS - LV MGt'l ?aV( (?SCS(? ??C7 ?e?/ SIC . MAILINGADDRESS: 57-o I VVe5T L he,-?ne6 ,4 :Ste- nQ I Tdm(2a FL 33Go9 PHONE NUMBER: S 13 ' 2- 62.q zqg FAX NUMBER: I??3, ?Z ?n? • 29 o-4 4o CELL NUMBER: (? • ??? • ??? Z E-MAIL ADDRESS: d laab i's li I M I - tAfY\ .. C-0 M B. PROPOSED DEVELOPMENT INFORMATION: (Code Section 4-202.A) STREET ADDRESS of subject site LEGAL DESCRIPTION: Planning Department 100 South Myrtle Avenue Clearwater, Florida 33756 Telephone: 727-562-4567 Fax: 727-562-4865 5? S?cy 1?acbar ???? (if not listed here, plea note the location of this document in the submittal) ` PARCEL NUMBER- V1- TK & - 0300(m - 000 - 6\0O PARCEL SIZE: Z . A-0 ?CS O-C , OS ? Z.1 Ck S? (acres, square feet) PROPOSED USE(S) AND SIZE(S): O '! 1p I 6(2deloPm e4 CP It?S? Z? 2 Wuf (dik a S 4+ K , 41-7 S. F (number of dwelling units, hotel rooms or square footage of nonresidential use) DESCRIPTION OF REQUEST(S): ct P P (oUp I •}0 ?Yr'I P le '?{l Pti ? Z ???`? Attach sheets and be spec yvhen identifying the r uest ( Include all requested code deviations- e.g. reduction in required number of periling spaces, specific use, etc.) Gleurwr M, C ( or 4he dede ( )men ?' Z ncf? I bui (d f1'l? S a l- e 5?4 we64' corner a- Sul r c, aAv Cs.? 6a) £ SKyh rLv' pr. Page 1 of 7 - Flexible Development Comprehensive Infill Application 2005- City of Clearwater 0 9 DOES THIS APPLICATION INVOLVE THE TRANSFER OF DEVELOPMENT RIGHTS (TDR), A PT,Fh/IOUSLY APPROVED PLANNED UNIT DEVELOPMENT, OR A PREVIOUSLY APPROVED (CERTIFIED) SITE PLAN? YES _ NO ? (if yes, attach a copy of the applicable documents) C. PROOF OF OWNERSHIP: (Code Section 4-202.A.5) SUBMIT A COPY OF THE TITL INSURA E POLICY, DEED TO THE PROPERTY OR SIGN AFFIDAVIT ATTESTING OWNERSHIP (see page 6) See . G ?.? ,t V; T D. WRITTEN SUBMITTAL REQUIREMENTS: (Code Section 3-913.A) `Z 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 s le, bulk, coverage, density and character of adjacent properties in which it is located. c ct e e S k ha5? 2 ' c 4- .5 prof! Se , a \ , r f T cm . . (ear wa-kr a I£ SGIa (( r tq k k Ae- 5 e'' e derv- S (e f c h irAcfer 0 G ((You fwd Con?C 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. 1 _ ? 1 P b (Tee ve l '4 d en ?? l pt 11 {/fi r 11 ?S1 h lNl & S e o fer?i l ( C(eartva (t:? u (( Si qd gCCK4' JA e?rance. ? yg(ur?, 3. The proposed development will not adversely affect the health or safety or persons residing or work' g in the neighborhood of the proposed use. e eiik rNkywtwnf; Wl net 4Ve/5r.? a ?1c?o In?r Ao&d (LSi n ba5rhesq-S a? 5 ee, f)^r'a45 gn W? 4 ?? l l 0,of"I d /M Pro V w ( "C45- 141e, p4fl? spate, IL 4. The proposed development is designed to minimize traffic congestion. fh r 9;,Y- o!, eS7'1?n 0 n4 U,i I l 6e gcccS5ed owt `,,'t-I'lt #?N an e t?fih ? Yt ( aEn % o aG( ot-l' e A I I ecov?da oteee55 wi l ( be, k- karma r. 5. The pr posed development is consistent with the community character of the immediate vicinity of the parcel proposed for development. cl C(C ? ' ? - t ?? h ( F ? ( ? o? w f ?n ,; ct/ C Ma es - r he- o j ofrleh- ? eK? , deVe i e5 rAa(t. 6. The design of the proposed development minimizes adverse effects, including visual, acoustic and olfactory and hours of operation impacts, on adjacent properties. e, de5i° 1A TI; Ser5r ve tid'acen roera's and wit( be, v+ h• L n64kcaw ood a5 e O(W rrcom le*'OA" w• ho adv"e- e ec1'57 . Provide complete responses to the ten (10) COMPREHENSIVE INFILL REDEVELOPMENT PROJECT CRITERIA (as applicable) - Explain how each criteria is achieved in detail: 1. The development or redevelopment of the parcel proposed for development is otherwise impractical without deviations from the use, intensity and evelopment standards. da d I ed J o ve pO era4oa +ea ;o 5 h ?4 w r n w cs m. a A c e, OV?ncr5 h .?or el/erot ( eAos e x6115 qn e &,f ve overa (( oteve(o WIG i as S?e? ha Z is cort5i u?c )h 5? deVe(d w? At- Page 2 of 7 - Flexible Development Comprehensive Infill Application 2005- City of Clearwater • 9 2. The development of the parcel proposed for development as a comprehensive infill redevelopment project or residential infill project will not reduce the fair market value of abutting properties. (Include the existing value of the site and the proposed value of the site with the improvements.) e Phq 2 ro' s e Poled rngf ,h Ci-F ho ' eit ti44oe e, va (u,e o a " acei ro k? eP i . 1 (4rV tr o i cfccrn k - 3. The uses within the comprehensive infill redevelopment project are otherwise permitted in the City of Clearwater. r' Ae, prope5ed ,-e?il to c a-4' (oogljcn T e, g I l "WM. 4. The uses or mix of use within the compr hensive infll redevelopment project are compatible with adjacent land uses. '(1?? pro ?o5ed ??i[ uye i? ?onrpa?;,?l? w?-}?? ?? ?'''??' 5. Suitable sites for development or redevelopment of the uses or mix of uses within the comprehensive infill redevelopment project are not otherwise available in the City of Clearwater. VhA66 Z ViR tAmrMe 'he, C(CarwWr MA(( 5r-le, 1s ia- w('(( he viewed( qt i?4 "cAfnQle?iovf , tr 7. The design of the proposed comprehensive infill redevelopment project creates a form and function that enhances the community character of the immediate vicinity of th;?' l proposed for development and the City of Clearwater as a whole. G e? the 6i 'f?c wMmL? Wig 1 e r 4?' en a,?o? by -f' Oeorw*r Pk4j ( On C&- -JA e eAVY, d?eloP 1.5 comp d - 8. Flexibility in regard to lot width, required setbacks, height and off-street parking are justified by the benefits to community character and the immediate vicinity of the parcel proposed for development and the City of Clearwater as a whole. e? one AAIXdr ,fC4rial1r;c° rO o5cod 4kav(d e a l (ouie redo 'm e& t"n m ( ro l fhe S a 4o lk rho INe- qd loi cM W.kcr P tft. p 9. Adequate off-street parking in the immediate vicinity according to the shared parking formula in Division 14 of Article 3 will be available to avoid on-street parking in the immediate vicinity of parcel proposed for development. P/L - "efivOe- pqrg?4b in4<rm -fo -hv- fhen,;t 2, sik of oPOSeot wNllou QSe- oft - Srhref{- D-,rkJk; 10. The design of all buildings complies with the Tourist District or Downtown District design guidelines in Division 5 of Article 3 (as applicable). Use separate sheets as necessary. Page 3 of 7 - Flexible Development Comprehensive Infill Application 2005- City of Clearwater 6. The development of the parcel proposed for development as a comprehensive infill redevelopment project will upgrade the immediate vicinity of the parcel proposed for development. E. STORMWATER PLAN SUBMITTAL REQUIREMENTS: (City of Clearwater Storm Drainage Design Criteria Manual and 4-202.A.21) A STORMWATER NARRATIVE MUST BE SUBMITTED WITH ALL APPLICATIONS. All applications that involve addition or modification of impervious surface, including buildings, must include a storromater plan that demonstrates compliance with the City of Clearwater Storm Drainage Design Criteria manual. A reduction in impervious surface area does not qualify as an exemption t this requirement. If a plan is not required, the narrative shall provide an explanation as to why the site is exempt. tK At a minimum, the STORMWATER PLAN shall include the following: ? Existing topography extending 50 feet beyond all property lines; / Proposed grading including finished floor elevations of all structures; All adjacent streets and municipal storm systems; Proposed stormwater detention/retention area including top of bank, toe of slope and outlet control structure; ? A narrative describing the proposed stormwater control plan including all calculations and data necessary to demonstrate compliance with the Ry manual. ?/ Signature and seal of Florida Registered Professional Engineer on all plans and calculations. 21 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 /M/ Acknowledgement of stormwater plan requirements (Applicant must initial one of the following): "? Storrrewater plan as noted above is included Stormwater plan is not required and explanation narrative is attached. At a minimum, a grading plan and finished floor elevations shall be provided. CAUTION - IF APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR A STORMWATER PLAN AND NONE HAS BEEN SUBMITTED, APPLICATION MUST BE RESUBMITTED AND SIGNIFICANT DELAY MAY OCCUR. If you have questions regarding these requirements, contact the City Public Works Administration Engineering Department at (727) 562-4750. FF SUPPLEMENTAL SUBMITTAL REQUIREMENTS: (Code Section 4-202.A) ? f?/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 I cation including drip lines and indicating trees to be removed) - please design around the existing irees;C ee4-4ormw w fdlee-) V/ LOCATION MAP OF THE PROPERTY; "&-PARKING DEMAND STUDY in conjunction with a request to make deviations to the parking standards (ie. Reduce number of es). Prior to the submittal of this application, the methodology of such study shall be approved by the Community Development r and shall / be in accordance with accepted traffic engineering principles. The findings of the study %vill be used in determining whether or it deviations to the parking standards are approved; M/, GRADING PLAN, as applicable; ?:M// PRELIMINARY PLAT. as required (Note: Building permits will not be issued until evidence of recording a final plat is provided); -a--'90PYOF RECORDED PLAT, as applicable; SITE PLAN SUBMITTAL REQUIREMENTS: (Section 4-202.A) SITE PLAN with the following information (not to exceed 24" x 36"): All dimensions; - IJ North arrow, Engineering bar scale (minimum scale one inch equals 50 feet), and date prepared; Location map; Index sheet referencing individual sheets included in package; Footprint and size of all EXISTING buildings and structures; ;7, Footprint and size of all PROPOSED buildings and structures; All required setbacks; AJI 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 J Section 3-201(13)() and Index #701); Location of all landscape material; Location of all onsite and offsite storm-water management facilities; cation of all outdoor lighting fixtures; and cation of all existing and proposed sidewalks. / 0o t7 SITE DATA TABLE for existing, required, and proposed development, in written/tabular form: V 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; Y.Z Y 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 (FA.R.) for all nonresidential uses. REDUCED SITE PLAN to scale (8 V2 X 11) and color rendering if possible; J FOR DEVELOPMENTS OVER ONE ACRE, provide the following additional information on site plan: One-foot contours or spot elevations on site; Olfsite elevations if required to evaluate the proposed stormwater management for the parcel; All open space areas; ? Location of all earth or water retaining walls and earth berms; Lot lines and building lines (dimensioned); Streets and drives (dimensioned); Building and structural setbacks (dimensioned); Structural overhangs; Tree Inventory; prepared by a "certified arborist", of all trees 8" DBH or greater, reflecting size, canopy (drip lines) and condition of such trees. Hv-LANDSCAPING PLAN SUBMITTAL REQUIREMENTS: (Section 4-1102.A) `id LANDSCAPE PLAN: V All existing and proposed structures; Names of abutting streets; Drainage and retention areas including swales, side slopes and bottom elevations; Delineation and dimensions of all required perimeter landscape buffers; Sight visibility triangles; Delineation and dimensions of all parking areas including landscaping islands and curbing; Proposed and required parking spaces; Existing trees on-site and immediately adjacent to the site, by species, size and locations, including driplines (as indicated on required tree survey); Plant schedule with a key (symbol or label) indicating the size, description, specifications and quantities of all existing and proposed J 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 J protective measures; _ Interior landscaping areas hatched and/or shaded and labeled and interior landscape coverage, expressing in both square feet and / percentage covered; V 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); t] k.J/?? IRRIGATION PLAN (required for level two and three approval); O P/F? COMPREHENSIVE LANDSCAPE PROGRAM application, as applicable. Landscape associated with the Comprehensive Landscape Program shall exceed minimum Code requirements to offset the areas where minimum Code will not be met. Page 5 of 7 - Flexible Development Comprehensive Infill Application 2005- City of Clearwater 7 ILDING ELEVATION PLAN SUBMITTAL REQUIREMENTS: (Section 4-202.A.23) %uired 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. `PJ BUILDING ELEVATION DRAWINGS -all sides of all buildings including height dimensions, colors and materials; ,IREDUCED BUILDING ELEVATIONS - four sides of building with colors and materials to scale 4&344eM(black and white and color rendering, if possible) as required. 1 `x (-1 SIGNAGE:(Division l9.SIGNS /Section 3-1806) 4pfUCA?? !5 5epi.Ale/?yf4comi a. ? 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. IMPACT STUDY: (Section 4-202.A.13 and 4-801.C) ? Include if required by the Traffic Operations Manager or his/her designee or if the proposed development: • Will degrade the acceptable level of service for any roadway as adopted in the Comprehensive Plan. • Will generate 100 or more new vehicle directional trips per hour and/or 1000 or more new vehicle trips per day. • Will affect a nearby roadway segment and/or intersection with five (5) reportable accidents within the prior twelve (12) month period or that is on the City's annual list of most hazardous intersections. Trip generation shall be based on the most recent edition of the Institute of Transportation Engineer's (ITE) Trip General Manual. The Traffic Impact Study must be prepared in accordance with a "Scoping Meeting" held with the Traffic Operations Manager and the Planning Department's Development Review Manager or their designee (727-562-4750) Refer to Section 4-801 C of the Community Development Code for exceptions to this requirement. t? Acknowledgement of traffic impact study requirements (Applicant must initial one of the following): Traffic Impact Study is included. The study must include a summary table of pre- and post-development levels of service for all roadway legs and each turning movement at all intersections identified in the Scoping Meeting. ti V/ S Traffic Impact Study is not required. (-T IV, c_ ST•?a? e...?? r pt0\?c? SVJ6W%A1x, wt rp V%265^- CAUTION - IF APPLICATION REVIEW RESULTS IN TH REQUIREMENT FOR A TRAFFIC IMPACT STUDY AND NONE HAS BEEN SUBMITTED, APPLICATION MUST BE RESUBMITTED AND SIGNIFICANT DELAY MAY OCCUR. If you have questions regarding these requirements, contact the City Public Works Administration Engineering Department at (727) 562-4750. L. SIGNATURE: I, the undersigned, acknowledge that all representations made in this application are true and accurate to the best of my knowledge and authorize City representatives to visit and photograph the property desa? d i th' a plication. f -per 9 -?l f-?.. ig ure of p rty owner or representative ? vid Son IPb° ?i , ?c?b Cy A_, 1 L/?.JtC STATE OF FLORIDA, COUNTY OF PINELLAS ???/ Sworn t and subscribed before this ?7//' day of A.D. 20 to d/or by D 5 who i personal has pro uced as identifi io . Notary public, My commission expires: /t'SG?1ktiS? 40 Cd wnGr S /t°P o,ut VICTORIA J. OORMMI M MISSION # DD3 M EXPIRES 1112/2008 Page 6 of 7 - Flexible Development Comprehensive Infill Application 2005- City of Clearwater AFFIDAVIT TO AUTHORIZE AGENT: 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): 2. That this property constitutes the property for which a request for a: (describe request) Irno?ayPm?rS?S . 3. That the undersigned (has/have) appointed and (does/do) appoint: ?e IQ hfion ' ?`h ?? as (his/their) 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 truVaV o.e¢t.11 / Property Owner Property Owner STATE OF FLORIDA, COUNTY OF PINELLAS Q Before undersigned, an officer duly commissioned by the laws of the State , on this -? / day of p5personally appeared 4,hQ.i'Ie S A. t't12?' I ke who aving en fi t duty swom Deposes and says that he/she fully understands the contents of the affidavit at he/she signed_por f-) ^ ;,7 - My Commission Expires: ANGELA M. FRIZZELLE MY COMMISSION # DO 281476 GXRRM. September 10, "M 140 240TAW FL Notary tlb=UMAnoo, Co. S. IPlammng DepartmentWpplication Formsldeve/opment rewewlfiexib/e development comprehensive inti/l application 2005.doc Page 7 of 7 - Flexible Development Comprehensive Infill Application 2005- City of Clearwater U FLORIDA DESIGN CONSUL IANIS, INC. Civil Engineering • Surveying • Transportation Planning & Engineering • Land Planning • Environmental • Landscape Architecture LC-26000206 March 31, 2005 City of Clearwater Planning Department 100 South Myrtle Avenue Clearwater, FL 33756 Re: Clearwater Mall - Phase 2 Clearwater, Florida Gentlemen: Enclosed for your review and approval are the following documents: IF D1C EtSZooLOVOF7 ???R31??lD PLANNING Ti V -% 0'-- :; f4T SVCS 1. Fifteen (15) copies of the completed Flexible Development Application (Comprehensive Infill Project). One original signature and 14 copies. 2. Fifteen (15) copies of the Overall Site Plan signed and sealed. 3. Fifteen (15) copies of the Phase 2 Site Plan, prepared by Florida Design Consultants, Inc. (FDC) signed and sealed. 4. Fifteen (15) copies of the Landscape Plans (2 Sheets), prepared by Anderson-Lesniak and Associates (signed and sealed). 5. Fifteen (15) copies of the Boundary Survey, prepared by FDC (signed and sealed). 6. Fifteen (15) copies of the Preliminary Plat prepared by FDC (signed and sealed). 7. Fifteen (15) copies of the building elevation drawings, prepared by Lyman, Davidson & Dooley, Architects. 8. One set of reduced drawings for: a. Building Elevations (color) b. Landscape Plans (Color) c. Site Plan (Black & White) d. Preliminary Plat (Black & White) 3030 Starkey Boulevard • New Port Richey, FL 34655 (727) 849-7588 • Fax: (727) 848-3648 • (800) 532-1047 www.fldesign.com • City of Clearwater • March 31, 2005 Page 2 9. Three (3) copies of the Stormwater Report (this project has a SWFWMD exemption and the stormwater system drains to a previously constructed "baffle box"). 10. An application review fee check in the amount of $475.00, made payable to the City of Clearwater. 11. A tree assessment table, prepared by Anderson-Lesniak. Should you require any additional information please contact me at (727)724-8422. Sincerely, Octavio Cabrera, P.E. Senior Project Manager :es K:\Clearwater Mall\Letters\City of Clearwater.doc Encl. c: Deighton Babis, Lyman, Davidson & Dooley, w/Encl. Mike Woodk New Plan, w/Encl. Alyson Utter, Anderson Lesniak, w/Encl. Jeff Denny, P.E., w/Encl. File 699-258-40.01 i i t ? q I 4 M f h A 1 Building 19a - North Elevation xr Or 3 Building 19a - South Elevation ar P'Pt 'sq`?;wf -1?N1 5 Building 19b - East Elevation MATERIALS LEGEND to VA007HAMMT00WDCJU Qt NoTulm p AWIEm of P" FwamwAEULCANOPVWNW4 © NOTNp e? toacommaON4 Yd a_r .?I A i .rf I w d 2 Building 19a - West Elevation Wr 2 EV M? t? 9 i } 4 Building 19a - East Elevation tl0 mr nr I 6 Building 19b - North Elevation Ol A .,1J. _.f?.ka 7 Building 19b - West Elevation C E CL 0 ^.- ??C?O ? I? Ir Go U. MAR 3 12005 _ i d ? PLANNING BOEvEI-OPMENTSIIC ITyrlr rl r ' T ro ?¦2 ¦.A A04 wr wr ? L 6 Y 6 8 Building 19b - South Elevation FILE E_£..?=o do ir> DRA4IWO NOTES ? pT'? ? a°?anra°iw?"i uos 0E/fCiwtrxowuo?vxeom°?Yiur O GIARIrWBNONr OIMI U%MW" NO OLGAS Am&"CT romoo?""a J.SKMAOEtlfO1WhON Nw NDflt9lyuAw GNlN6kOl0 Oj swum lurn u m wrarrtn uTEn vnrNnt crtr a COMPOW(POWW1N PF400AM ApK1CATMN tOCO PAL NOTE GENE 9 DOOR Aa 6(Uf LOw-1: <mana 11 13 m GO BUILOOMW 19* ww lob m 4) O 0 D V (-''^r key plan Q DATE O"IM5 tdr • ar A1r sr I I - _ III1 1 _ _--_-_-__ 111- 1-1 P I 8.P IT AiGN ?::7 :wz ?:i ' II ' I I n. 1 II v /n???II}I}I?I}I?II??I{??I-I?}I?III- II j1 (?.1•Alflllllll'IIIIIIiI I ( II it +e 1 I I? I I I I 11 - - 1 II I II I II 80 II I I II I I xrs' 5.6' 84 8 I I II I 1 II 5 PRIMARY i at. SITE IDENTIFICATION I II PYLON SIGN 5,9. TYPE Al I II I II I I 1 II I dd II 01 w 4 I Z i d ° \ 14 ff EKler rk B lldi C3 'a y' I n n I ? n 9 13 II g - I I I 169' 8' I I Gj 13 I I 8 s 12 II 2 _ 25' II 1 1 I I tj- PaVE'A' aght I1 I n 2 I IOEM I MIXIWE TYPE I I II n 1 II 1i, I 352' 1 I ' n d I I ? T 3 II 3 Ili I II I 1 i ! 51 II n' C R, III I I 1.9' 439' I I ?, II o SEVILLE BL Lyman Davidson Dooley, Inc. 7 NA 1 PHASE 1 BUILDING AREAS: xb11 Pu x Im mv Z n rl? III l r-7T?,rr?-? ce - - 1111111111 U IIII III III e 38 1? 6 I 1d fm I ( 5 1 1 / 20 20 r I 5?-- I 4 ?I I?,?i}?}?I?I TU1µ{I v ` i? .............. 111111 HIM III P 11011!144". / / 1 1 A, e I III 1111111PI111 11111 lull 111*11 ull 11 I / I I ?d ,1 2 s r I r / / HHHHHHHHHHHHi4i L - ___=a TI ---s. 6 h - ? ? i leF,?t- 16 P Id• • ?. /- ( v"""'??1VIIIIIIIIU//? ? a,ses, 41 i d / 2 L?J I' U i /e. 2 II / r Q 0• ' 2 84 8 " O Area -117" r PHASE 2 RETAIL 15,497 S.F. 90 STALLS ? DR if t---e AREA PARKING PARKING (S.F.) PROVIDED PER 1,000 B1G BOX RETAIL A. SUPER TARGET MAIN FLOOR 174,681 892 5.11 CARDEN CENTER 10,374 # TOTAL = 185,055 B. LOWE'S MAIN FLOOR 138,816 642 4.62 GARDEN CENTER 36,034 TOTAL = 174,850 C. COSTCO 138,565 715 5.16 BIG BOX RETAIL SUBTOTAL = 452,062 # 2,249 4.97 # * Not Including Gordan Centers BIG BOX RETAIL TOTAL = 498,470 VILLAGE RETAIL I FAMOUS FOOTWEAR 10,000 2 ROSS 30,187 3 RETAIL 5,405 4 RETAIL 2,647 5 RETAIL 14,392 6 BORDERS 21,960 7. RETAIL 3,690 7b/c RETAIL 9,573 6 LINENS N THINGS 35,167 9a RETAIL 8,624 9h ' (R EETAIL 9 COMMON AREA) 1,246 # 10 PIER ONE IMPORTS 10,600 Its JARED'S 5,780 III, RETAIL 17,133 12 RETAIL 10.G00 13 MICHAEL'S 23,753 14 PETSMART 19. 107 15 RETAIL 6,500 16 RETAIL 12,800 17 TIRES PLUS $400 VILLAGE RETAIL SUBTOTAL = 265,798 * 1,378 5.18 # # Not mcmdhq Cammon Aho VILLAGE RETAIL T07AL = 267,044 EXISTING (BANK) BUILDING Level 1 6,000 Level 2 5,186 EXISTING (BANK) TOTAL = 11,186 23 DEVELOPER TRACT**= 276,984 # 1,401 5.06 # 278,230 1,401 504 OUTPARCELS d. WACHOVTA BANK 4,354 34 7.81 e. SNOKEY BONES 7,648 65 11.25 1. 9naR Shops (Building 18) 7,200 78 1056 OUTPARCEL RETAIL TOTAL = 19,202 195 10.16 SUBTOTAL BUILDING AREA = 732,189* 3,m # Not Including Gammon Area/Gorden Centwe, or Oulparoele d. a and 1 TOTAL BUILDING AREA = 795,902 PAMNG TOTAL / AYMAGE RATIO 3,849 q-" 4.63 (per 1.000 PHASE 2 BUILDING AREA: AREA PARKING PARKING (S.F.) PROVIDED PER 1,000 QUTPARCEL BUILDING 19 19o RETAIL 13,497 -? 198 RETAIL 2,000 OUTPARCEL RETAIL TOTAL - 15,497 90 680 MAR 31 CLEARWATER MALL PLANNING 8 0EVELOP Mit Phase 1, Phase 2 and Outparcels 17y f r F Site Leasing Plan Lyman Davidson Dooley, Inc.; 5201 West Kennedy Boulevard - Suite 501 - Tampa, FL 33609 - tel 813.288,9299 - fax. 813.288.8048 STA4TEJi0ALi6Q /-- 20 _ _ ply _ _ ` -:IpEMIFICATILW C{TE EN , eight -MONUMEN _ I U111M 1111111 11 111 1 01111 111 gill 1 1 SITE I ' y L I[iECTIONALDa = I TYPE - 217 54TE ENTRY 7 o• DIRECTIONAL SIGN n&II9II'INIIV??--II III IIIIII IA IUI}}I11110tH+?+? I VI111'11IIM1?? da 1 _ I nI I I v "iiiiiiin I O1µII IIFII} I?I 114 ?{I }I-Iµ?I 1µI IIHI I fI ?I 1I?1I 1?/17V I 711 I I f+l 1191+I+?I++o (???1 V I I I I+I I I l/ d S? T W I 4 I Ul l I I I T?? lfl I I 1 ffilN?iTll DT SHOWN FOR CLARITY. EIdS11NG TREES TO REMAIN ARE DINATIGN OF FREESTANDING SIGNS. ALL NEW LANDSCAPING BE SUBJECT TO RENEW AND APPROVAL BY CITY OF N 03/30/0 35 r er )NLY r r s ,I GULF-TO-BAY BLVD (SR 60) A35 THIS AREA NOT INCLUDED or / / 5s). OI 3r 13.497 SF FF . 1 I Re . 6V a • • •'r ZDDO SF FF . I ?r v FILE CLEARWATER MALL PHM?51 IL.AR 3 1 ,nnJ Ya?7 LANDSCAPE PLAN JL L, MARCH 30. 2005 w' i'1l?N1`a!!y d DE; ,F N7p a C CLEARWATER MALL PHASE TWO - EXISTING TREE ASSESSMENT TABLE TAG # COMMON NAME BOTANICAL NAME SIZE IN. RATING STATUS DEBITS CREDITS 10 LIVE OAK Quercus virginiana 5" 4 S 5 11 LIVE OAK Quercus virginiana 5" 4 S 5 12 LIVE OAK Quercus virginiana 5" 4 S 5 13 LIVE OAK Quercus virginiana 5" 4 S 5 14 LIVE OAK Quercus virginiana 5" 4 S 5 154 LIVE OAK Quercus virginiana 59 5 S 59 155 INDIAN ROSEWOOD Dalbergia sissoo 16 1 S 16 156 INDIAN ROSEWOOD Dalbergia sissoo 14 3 R 14 157 INDIAN ROSEWOOD Dalbergia sissoo 18 4 R 18 158 WATER OAK Quercus nigra 13 2 R 13 159 WATER OAK Quercus nigra 9 3 R 9 160 WATER OAK Quercus nigra 12 3 R 12 161 SLASH PINE Pinus elliottii 8 4 R 8 162 SLASH PINE Pinus elliottii 6 4 R 6 163 SLASH PINE Pinus elliottii 8 4 R 8 164 LIVE OAK Quercus virginiana 14 3 R 14 165 LIVE OAK Quercus virginiana 20 4 R 20 166 LIVE OAK Quercus virginiana 42 4 R 42 168 LIVE OAK Quercus virginiana 22 4 S 22 169 LIVE OAK Quercus virginiana 37 4 S 37 170 SLASH PINE Pinus elliottii 7 4 R 7 171 SLASH PINE Pinus elliottii 8 4 R 8 172 SLASH PINE Pinus elliottii 7 3 R 7 173 SENEGAL DATE PALM Phoenix reclinata 20 5 R 20 174 SLASH PINE Pinus elliottii 6 4 R 6 176 LIVE OAK Quercus virginiana 29 4 R 29 177 WATER OAK Quercus nigra 35 2 R 35 178 WATER OAK Quercus nigra 45 3 R 45 179 QUEEN PALM Arecastrum romanzoffianum 1 2 R 1 180 QUEEN PALM Arecastrum romanzoffianum 1 2 R 1 181 ARBORVITAE Thuja orientalis 9 4 R 9 182 LIVE OAK Quercus virginiana 24 3 R 24 183 LIVE OAK Quercus virginiana 35 5 S 35 184 LIVE OAK Quercus vir iniana 28 4 R R„ - ?. PAGE 1 RIM s -oyo?7 L? l? L5 11 ?, J l i [WAR 3 1 2005 PLANty ?j> •• , L CLEARWATER MALL PHASE TWO - EXISTING TREE ASSESSMENT TABLE 185 LIVE OAK Quercus virginiana 33 5 S 33 186 LIVE OAK Quercus virginiana 11 3 R 11 187 LAUREL OAK Quercus laurifolia 18 3 R 18 188 INDIAN ROSEWOOD Dalbergia sissoo 20 5 R 20 190 INDIAN ROSEWOOD Dalbergia sissoo 33 5 R 33 191 FLORIDA RED CEDAR Juni erus virginiana 4 4 R 4 192 FLORIDA RED CEDAR Juniperus virginiana 4 4 R 4 193 FLORIDA RED CEDAR Juniperus virginiana 4 4 R 4 194 FLORIDA RED CEDAR Juniperus virginiana 4 4 R 4 195 FLORIDA RED CEDAR Juniperus virginiana 4 4 S 4 196 FLORIDA RED CEDAR Juniperus virginiana 4 4 S 4 197 INDIAN ROSEWOOD Dalbergia sissoo 16 4 R 16 199 INDIAN ROSEWOOD Dalbergia sissoo 20 4 R 20 201 LIVE OAK Quercus virginiana 26 4 R 26 202 WATER OAK Quercus nigra 20 2 R 20 205 LIVE OAK Quercus virginiana 39 5 S 39 206 SLASH PINE Pinus elliot6i 19 5 R 19 207 WATER OAK Quercus nigra 23 3 R 23 215 INDIAN ROSEWOOD Dalbergia sissoo 20 5 R 20 216 INDIAN ROSEWOOD Dalbergia sissoo 12 4 R 12 221 WATER OAK Quercus nigra 33 3 S 33 224 LIVE OAK Quercus virginiana 22 4 S 22 225 LIVE OAK Quercus virginiana 31 3 S 31 226 LIVE OAK Quercus virginiana 28 4 S 28 228 SLASH PINE Pinus elliottii 11 3 R 11 229 SLASH PINE Pinus elliottii 9 2 R 9 230 SLASH PINE Pinus elliottii 14 2 R 14 414 WASHINGTON PALM Washingtonia robusta 1 5 S 1 415 WASHINGTON PALM Washingtonia robusta 1 5 S 1 416 WASHINGTON PALM Washingtonia robusta 1 5 S 1 417 INDIAN ROSEWOOD Dalbergia sissoo 30 5 R 30 419 LAUREL OAK Quercus laurifolia 32 2 R 32 929 FLORIDA RED CEDAR Juniperus virginiana 4 4 R 4 930 FLORIDA RED CEDAR Juniperus virginiana 4 4 R 4 931 FLORIDA RED CEDAR Juni erus vir iniana 4 4 R 4 • 0 PAGE 2 CLEARWATER MALL PHASE TWO - EXISTING TREE ASSESSMENT TABLE 932 FLORIDA RED CEDAR Juniperus virginiana 4 4 R 4 933 FLORIDA RED CEDAR Juniperus virginiana 4 4 R 4 934 FLORIDA RED CEDAR Juniperus virginiana 4 4 R 4 935 FLORIDA RED CEDAR Juniperus virginiana 4 4 R 4 936 FLORIDA RED CEDAR Juniperus virginiana 4 4 R 4 937 FLORIDA RED CEDAR Juniperus virginiana 4 4 R 4 TOTAL INCHES: 770 391 DEBIT FROM PHASE TWO = 770 CREDIT FROM PHASE TWO = 391 TOTAL DEBIT FROM PHASE TWO = -379" 0 9 PAGE 3 T Line Items: Receipt #: 1200500000000002855 Date: 04/08/2005 4/8/2005 11:20:52AM Case No Tran Code Description Revenue Account No Amount Paid PLT2005-00008 Preliminary Plat 010-341240 600.00 Line Item Total: $600.00 Payments: Method Payer Initials Check No Confirm No How Received Amount Pai Check LYMAN DAVIDSON DOOLEY R_D 2521 INC In Person Payment Total: 600. $600.00 • THIS IS NOT A PERMIT. This is a receipt for an application for a permit. This application will be reviewed and you will be notified as to the outcome of the application. cReceipt.rpt Page I of I • ! ,rsra/? LONG RANGE PLANNING DEVELOPMENT REVIEW July 20, 2005 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 Mr. Deighton Babis Lyman Davidson Dooley, Inc. 5201 West Kennedy Boulevard, Suite 501 Tampa, FL 33609 RE: Development Order - FLS2005-04027 / PLT2005-00008 - 520 Sky Harbor Drive Dear Mr. Babis: This letter constitutes a Development Order pursuant to Section 4-202.E. of the Community Development Code. On May 5, 2005, the Development Review Committee (DRC) reviewed your application for Flexible Standard Development approval to reduce the front (north) setback from 25' to 24.5' (to pavement); to reduce the side (north, east and west) setbacks from 10' to 9.5', 0' and 3.5' (to pavement), respectively; and increase the height from 25' to 30' for architectural embellishments, under the provisions of Section 2-703.R. The DRC recommended approval of the application as amended by Staff with the following bases and conditions: Bases for Approval: 1. The proposal complies with the provisions of Section 2-703.R; 2. The plan complies with General Applicability Criteria under the provisions of Section 3-913; and 3. The proposed development is compatible with the surrounding area. Conditions of Approval: 1. That all Florida Department of Transportation (FDOT) permits are secured prior to the issuance of first Certificate of Occupancy; 2. That evidence of recording of the final plat is provided prior to issuance of a building permit; 3. That all dumpsters be fully enclosed and accessible in accordance with Code Section 32.284; 4. That architectural elevations, colors, materials and details of all buildings be consistent with the submittal dated received March 31 and June 13, 2005, unless otherwise approved by Staff, 5. That all mechanical/utility structures/meters including but not limited to down spouts, gutters, ladders, etc. attached to the buildings be painted to match the color of the building to which they are attached; 6. That the previously approved master sign plan submitted for the entire shopping center, including outparcels, as part of a Comprehensive Sign Program, as required under the provisions of Code Section 3- 1806.B be updated to include this phase; 7. That all requests for outdoor display and/or storage be submitted in accord with the requirements of Code under the provisions of Section 2-703.M; 8. That additional structural details of the gravity wall (insure no grade cuts) is provided prior to the issuance of a building permit; BRIAN J. AUNGSC, MAYOR FRANK HIBBARD, VICE MAYOR HOPI' HkMILTON, COUNCIL ME.NIBER BILL JONSON, COUNCILMEMBER CARLEN A. PETERSEN, COUNCILMEMBER "EQUAL EMPLOYMENT AND AFFIRMATIVE AC['ION EMPLOYER" 9. That a north/south section at tree #168,205 and 183,185 is provided (insure no grade cuts) prior to the issuance of a building permit; 10. That the plans are revised to reflect the provision of an aeration system prior to the issuance of a building permit; 11. That the "ribbon" tree barricade detail is removed from all civil plans prior to the issuance of a building permit; 12. That the plans are revised to depict the removal of a centrally located parking space from the row of 13 parking spaces along the east side of the site prior to the issuance of a building permit; 13. That the landscape plan is revised to correctly depict the sight visibility triangles (from the property line, not the edge of pavement); and 14. That open space impact fees are paid prior to the issuance of a building permit or recordation of final plat, whichever occurs first. I concur with the findings of the Development Review Committee and, through this letter, approve your application for Flexible Standard Development with above 14 conditions. This approval is based upon and must adhere to the site plan, elevations, color samples and application dated received March 31 and June 13, 2005. Pursuant to Section 4-303, an application for a building permit shall be made within one (1) year of Flexible Standard Development approval (by July 20, 2006), as applicable. All required certificates of occupancy shall be obtained within one (1) year of the date of issuance of the building permit. Please be advised that time frames do not change with successive owners. The Community Development Coordinator may grant an extension of time for a period not to exceed one (1) year and only within the original period of validity. The issuance of this Development Order does not relieve you of the necessity to obtain any building permits or pay any impact fees that may be required. In order to facilitate the issuance of any permit or license affected by this approval, please bring a copy of this letter with you when applying for any permits or licenses that require this prior development approval. Should you have any questions, please do not hesitate to contact Robert G. Tefft, Planner 111, at (727) 562-4539 or via e-mail at rbert.tefft@,myclearwater.com. Sincerely, Michael Del CP Planning Director C ITY OF C LEARWATE R PLANNING DEPARTMENT %'?T?,??+?? POST OFFICE BOX 4748, CLEARWATER, FLORIDA 33758-4748 ?'i?"A,.* $ N f 1 MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 562-4567 FAx (727) 562-4576 LONG RANGE PLANNING DEVELOPMENT REVIEW July 20, 2005 Mr. Deighton Babis Lyman Davidson Dooley, Inc. 5201 West Kennedy Boulevard, Suite 501 Tampa, FL 33609 RE: Development Order - FLS2005-04027 / PLT2005-00008 - 520 Sky Harbor Drive Dear Mr. Babis: This letter constitutes a Development Order pursuant to Section 4-202.E. of the Community Development Code. On May 5, 2005, the Development Review Committee (DRC) reviewed your application for Flexible Standard Development approval to reduce the front (north) setback from 25' to 24.5' (to pavement); to reduce the side (north, east and west) setbacks from 10' to 9.5', 0' and 3.5' (to pavement), respectively; and increase the height from 25' to 30' for architectural embellishments, under the provisions of Section 2-703.R. The DRC recommended approval of the application as amended by Staff with the following bases and conditions: Bases for Approval: 1. The proposal complies with the provisions of Section 2-703.R; 2. The plan complies with General Applicability Criteria under the provisions of Section 3-913; and 3. The proposed development is compatible with the surrounding area. Conditions of Approval: 1. That all Florida Department of Transportation (FDOT) permits are secured prior to the issuance of first Certificate of Occupancy; 2. That evidence of recording of the final plat is provided prior to issuance of a building permit; 3. That all dumpsters be fully enclosed and accessible in accordance with Code Section 32.284; 4. That architectural elevations, colors, materials and details of all buildings be consistent with the submittal dated received March 31 and June 13, 2005, unless otherwise approved by Staff, 5. That all mechanical/utility structures/meters including but not limited to down spouts, gutters, ladders, etc. attached to the buildings be painted to match the color of the building to which they are attached; 6. That the previously approved master sign plan submitted for the entire shopping center, including outparcels, as part of a Comprehensive Sign Program, as required under the provisions of Code Section 3- 1806.B be updated to include this phase; 7. That all requests for outdoor display and/or storage be submitted in accord with the requirements of Code under the provisions of Section 2-703.M; 8. That additional structural details of the gravity wall (insure no grade cuts) is provided prior to the issuance of a building permit; BRIAN J. AUNGST, MAYOR FRANK HIBBARD, VICE MAYOR HOYC HAMILTON, COLINCILNIE\IHER BILL JONSON, COUNCILMEA'IBER ® CARLEN A. PETERSEN, COUNCILMEMRER "EQUAL EMPLOYMENT AND AFFIRMA"11VF ACTION EMPLOYER" 3 9. That a north/south section at tree #168,205 and 183,185 is provided (insure no grade cuts) prior to the issuance of a building permit; 10. That the plans are revised to reflect the provision of an aeration system prior to the issuance of a building permit; 11..That the "ribbon" tree barricade detail is removed from all civil plans prior to the issuance of a building permit; 12. That the plans are revised to depict the removal of a centrally located parking space from the row of 13 parking spaces along the east side of the site prior to the issuance of a building permit; 13. That the landscape plan is revised to correctly depict the sight visibility triangles (from the property line, not the edge of pavement); and 14. That open space impact fees are paid prior to the issuance of a building permit or recordation of final plat, whichever occurs first. I concur with the findings of the Development Review Committee and, through this letter, approve your application for Flexible Standard Development with above 14 conditions. This approval is based upon and must adhere to the site plan, elevations, color samples and application dated received March 31 and June 13, 2005. Pursuant to Section 4-303, an application for a building permit shall be made within one (1) year of Flexible Standard Development approval (by July 20, 2006), as applicable. All required certificates of occupancy shall be obtained within one (1) year of the date of issuance of the building permit. Please be advised that time frames do not change with successive owners. The Community Development Coordinator may grant an extension of time for a period not to exceed one (1) year and only within the original period of validity. The issuance of this Development Order does not relieve you of the necessity to obtain any building permits or pay any impact fees that may be required. In order to facilitate the issuance of any permit or license affected by this approval, please bring a copy of this letter with you when applying for any permits or licenses that require this prior development approval. Should you have any questions, please do not hesitate to contact Robert G. Tefft, Planner III, at (727) 562-4539 or via e-mail at robert.tefftCa)Myclearwater.com. Sincerely, Michael Del CP Planning Director ORIDA DESIGN CONSULTANTS, INC. R FILE III JUN 1 3 2005 Svcs CLEARWATER MALL PHASE 2 CLEARWATER, FLORIDA Stormwater Management Report March 2005 Revised: June 2005 Prepared for: Lyman Davidson Dooley, Inc. 5201 Kennedy Boulevard, W. Tampa, Florida 33609 Prepared by: Florida Design Consultants, Inc. 3030 Starkey Boulevard New Port Richey, Florida 34655 Job No. 699-258-30.02 JUN 13 2005 KAClearwater MaIEReport\stormwater management repoR revised.doc ' NARRATIVE Introduction ' General Soil Survey Information ' Flood Zone Information Existing Conditions Proposed Conditions OVERALL SITE COMPARISON TABLE OF CONTENTS • Percent (%o) Vehicular Use Area • Sub-Basin Areas (Pursuant to the design of Clearwater Mall Redevelopment) • Sub-Basin Runoff - 25 Year/24 Hour Event (Pursuant to the design of Clearwater Mall Redevelopment) EXISTING CONDITIONS • Summary • Northeast Basin Data • Rational Method - 25 Year/24 Hour Event Northeast Basin • Figure 5-7 Rainfall Intensity - Duration - Frequency Curves for Zone 6 PROPOSED CONDITIONS ef, • Summary • Northeast Basin Data • Rational - 25 Year/24 Hour Event e?,?5 ' :V1 N ortheast Basin Octavio Cabrera • Figure 5-7 Rainfall Intensity -Duration -Frequency Curves for Zone 6 A ., • Storm Drain Tabulation Form ;. ?l0. I bE + ' , ATTACHMENTS - _ • Location Map `` • Quad Map . ® • ' ; • Aerial ,.• ? ; ti ?,{ • SCS Soils Survey Data P°?OFES5\1) ,. • FEMA Flood Insurance Rate Map • No Permit Required Letter (Inquiry Number CT #91256) as provided by SWFWMD for Clearwater. Mall Redevelopment • Basin Areas • Storm Drain Tabulation Form - Basin Areas NARRATIVE ' CLEARWATER MALL PHASE 2 STORMWATER MANAGEMENT REPORT i NARRATIVE INTRODUCTION: ' In 2001, Florida Design Consultants, Inc. (FDC) designed, prepared and submitted the Master Drainage Report for the Clearwater Mall Redevelopment project. The proposed construction activity consisted of the demolition of the Clearwater Mall that existed at the time. In its place was designed a "power ' center" consisting of three.(3) anchor stores, with miscellaneous retail businesses, restaurants and banks included throughout. The Redevelopment project also included the relocation of the existing City of Clearwater Fire Station located at the northwest corner of S.R. 60 (Gulf-To-Bay) and Sky Harbor Drive. i The construction of the new fire station facility coincided with the construction of the Clearwater Mall Redevelopment project. In order to provide uninterrupted fire protection service, the existing facility ' would need to remain in use. Therefore, no proposed design was prepared for the existing fire station site, until after construction and transfer of operation to the new facility were completed. The existing fire station site was included in one of the four (4) overall sub-basins within the Clearwater Mall Redevelopment site, the Northeast Basin. The Redevelopment design consisted of a decrease in three (3) of the sub-basin areas, including the Northeast Basin, therefore decreasing the peak runoff ' generated by each sub-basin. To offset the decrease in sub-basin runoff, the majority of the Redevelopment area was routed to the southeast, through a treatment pond, prior to discharging offsite. As a result of the improved stormwater situation onsite, a permit exemption was requested from the Southwest Florida Water Management District (SWFWMD). Upon evaluation of the Clearwater Mall Redevelopment project, a No Permit Required Letter was provided by SWFWMD on September 4, 2001 (See enclosed). General: The Clearwater Mall Phase 2 project is located on the southwest corner of S.R. 60 (Gulf-To-Bay Boulevard) and Sky Harbor Drive. The site lies within the jurisdiction of the City of Clearwater in Pinellas County, Florida (Section 17, Township 29 South, Range 16 East). The project site consists of approximately 2.4 acres of the previously existing City of Clearwater fire station, an "outparcel" of Clearwater Mall. (See enclosed Location Map, Quad Map and Aerial). The proposed construction activity will begin with the demolition of the existing on-site structures as well as the majority of the parking area and drive aisles. The contractor. will utilize as much crushed material as possible as subgrade for the proposed development. All excess material will be removed. In areas of proposed landscaping all existing pavement, sub-basin, limerock, etc. shall be removed and replaced with clean fill for planting purposes. The proposed development will be a continuation of the Clearwater Mall Redevelopment project. It will consist of two (2) additional commercial building, with required adjacent parking and drive aisles. The parking and drive aisles will connect and conform to the adjacent existing Clearwater Mall Redevelopment project. The proposed grading shall be designed such that no grade cuts will be created in the vicinity of four (4) existing trees on-site, as directed by the City of Clearwater. Soil Survev Information: Pursuant to the SCS Soils Survey of Pinellas County, Florida, there are two (2) soil types found on-site. They are designated as Astatula Fine Sand (As) and Myakka Fine Sand (My). Astatula Fine Sand is defined as a nearly level to gently sloping sandy soil located on low ridges and isolated knolls. Myakka Fine Sand is defined as a nearly level, poorly drained soil located typically on broad flats. Flood Zone Information: According to FEMA Flood Insurance Rate Map Community Panel Number 125096 0017 D, revised August 19, 1991, the project site lies within Flood Zone X. Flood Zone X is defined as areas determined to be outside the 500-year flood plain. (See Attached FEMA Flood Insurance Rate Map). ExistinIt Conditions: The existing Clearwater Mall Phase 2 site consists of two (2) single-story structures that recently served as Fire Station #49. The site also includes existing driveways and parking areas, all for use of the fire .station facility. In addition to the redevelopment of Clearwater Mall, a new fire station facility was constructed for the City. The new facility is located just south on Sky Harbor Drive, east of the SuperTarget. Upon its completion, the fire operations were transferred to the new facility, the previous site (the proposed Clearwater Mall Phase 2 site) no longer in use. The existing 2.42-acre site consists of approximately 9,500 square feet of building area, plus approximately 26,000 square feet of additional impervious area. There is no attenuation or treatment provided for any runoff from the existing site. The existing site is considered a portion of the Northeast Basin of the pre-existing Clearwater Mall site. The northeast basin consisted of 24.58 acres and outfalls to the northeast. This area crosses under Sky Harbor Drive via an existing 54" RCP. The runoff reaches a ditch conveyance system heading towards the east, and ultimately outfalls into Tampa Bay. ' The design, permitting and construction of the Clearwater Mall Redevelopment project included a decrease in the Northeast Basin area, from 24.58 acres to 17.76 acres. The area difference was located ' within the Redevelopment site, and was rerouted to the Southeast Basin and through a proposed treatment pond. To assist with general treatment, a three-cell baffle box was installed prior to runoff leaving the Clearwater Mall site. It is located at the intersection of Sky Harbor Drive and the entrance road to Clearwater Mall located directly south of the Phase 2 site. Proposed Conditions: The proposed development will be a continuation of the Clearwater Mall Redevelopment project. It will consist of two (2) additional commercial building, with required adjacent parking and drive aisles. The parking and drive aisles will connect and conform to the adjacent existing Clearwater Mall Redevelopment project. The proposed 2.42-acre site will consist of approximately 15,500 square feet of commercial building area, approximately 47,500 square feet of vehicular use area, plus approximately 4,800 square feet of additional impervious area. There will be no area set aside for attenuation or treatment of the runoff from the proposed site. The stormwater system for the proposed Phase 2 site will connect directly into the Clearwater Mall Redevelopment system. Specifically, the Phase 2 system will connect into an existing structure that is located upstream of the three-cell baffle box previously installed for Clearwater Mall Redevelopment. Therefore, some treatment will be provided for the proposed runoff. Downstream of the three-cell baffle box, the runoff will continue as it has in the past. It will cross under Sky Harbor Drive via the existing 54" RCP, into an existing ditch conveyance system heading towards the east, and ultimately outfall into Tampa Bay. OVERALL SITE COMPARISON Project: Clearwater Mall Phase 2 Overall Site Comparison Percent (%) Vehicular Use Existing Conditions Vehicular Use Area Other Area 46.76 29.84 Total 76.60 By: Chk'd By: Percent Vehicular Use = 61.0 Proposed Conditions Vehicular Use Area Other Area 44.40 32.20 Total 76.60 Percent Impervious = 58.0 Note: The overall vehicular use area also decreased from 46.76 acres to 44.40 acres. Florida Design Consultants, Clearwater, Florida Printed: 9-Jun-05 File: veh-use-impervious.xls Page: Project: Clearwater Mall Phase 2 Overall Site Comparison Sub-Basin Areas (Pursuant to the design of Clearwater Mall Redevelopment) Existing Conditions Northwest Basin 10.08 Southwest Basin 17.64 Northeast Basin 24.58 Southeast Basin 24.30 Total 76.60 Proposed Conditions Northwest Basin 7.56 Southwest Basin 15.24 Northeast Basin 17.76 Southeast Basin 35.04 Total 76.60 Notes: By: Chk'd By: All Sub-Basins are decreasing in overall area except for the Southeast Basin. This basin is to be routed throught the proposed detention pond which will provide the appropriate treatment. The Clearwater Mall Phase 2 project site is located within the Northeast Sub-Basin. Florida Design Consultants, Clearwater, Florida Printed: 30-Mar-05 File: sub-basin-areas.xls Page: Project: Clearwater Mall Phase 2 Overall Site Comparison Sub-Basin Runoff - 25 Year / 24 Hour Event (Pursuant to the design of Clearwater Mall Redevelopment) Existing Conditions Northwest Basin 53.56 Southwest Basin 87.69 Northeast Basin 122.19 Southeast Basin 122.88 Proposed Conditions Northwest Basin 41.47 Southwest Basin 78.37 Northeast Basin 89.81 Southeast Basin 113.61 1 Notes: ' All runoff totals were calculated using the Rational Method EXCEPT for the Southeast Basin in the Proposed Conditions. This runoff total was calculated using AdICPR Modeling Software. By: Chk'd By: The Clearwater Mall Phase 2 project site is located within the Northeast Sub-Basin. Florida Design Consultants, Clearwater, Florida Printed: 30-Mar-05 File: sub-basin-runoff.xls Page: EXISTING CONDITIONS I Existing Conditions: I Summary: Pursuant to the Master Drainage Report for the Clearwater Mall Redevelopment project, the Rational Method was used to calculate the amount of runoff created by the Northeast sub-basins in the 25 year/24-hour event. The Northeast Basin consisted of 24.58 acres, had a Composite C-Value of 0.85 and a Time of Concentration of 25.8 minutes. This yielded a rainfall intensity of 5.8 inches/hour resulting in a peak flow of 122.19 cfs. Project: Clearwater Mall Phase 2 Existing Conditions Northeast Basin Data Area: 24.58 Composite C-Value: Land-Use Area Vehicular Use 46.76 Miscellaneous Impervious 19.05 Open Space 10.79 Total 76.60 Note: The composite C-Value was calculated using the overall site characteristics. Note: The. Open Space C-Value was calculated using a typical value of 0.20, multiplied by a Design Storm Frequency Factor [(1.1) for the 25 year event]. Per the State of Florida Department of Transportation Drainage Manual, Volume 2A-Procedures, Table 5-6, Page 51 of 98. Time of Concentration: C-Value = 0.85 Average Overland Flow:' Overland Velocity Time (min) Try: From El To El Distance Avg slope (ft per min) t(sub 1) 15.0 Average slope based on: N/A Try: From El To El Distance Avg slope (ft per min) t(sub 1) 1618 150.0 10.8 Average slope based on: Existing Pipe Information t(sub1) + t(sub2) = 25.8 vs. minimun tc to be used = 15.0 Tc (minutes) = 25.8 1. Minimum overland flow to the most upstream inlet. Note: The distance was measured from the most upstream inlet to where the existing 54" pipe connects to the existing curb inlet on the east side of Sky Harbor Drive. Note: The average velocity is based on a minimum required pipe velocity of 2.5 ft / sec. By: Chk'd By: Area (acres) = 24.58 V.7J 0.95 0.22 Florida Design Consultants, Clearwater, Florida Printed: 30-Mar-05 . File: exist-ne-basin.xls Page: Project: Clearwater Mall Phase 2 Existing Conditions Rational Method - 25 Year / 24 Hour Event Northeast Basin Q=CxixA Q = Flow (cfs) C = Composite C-Value A = Basin Area (ac) i = Intensity (in/hr) C= A= i= Q = 122.19 cfs 0.85 24.58 acres 5.8 in/hr By: Chk'd By: [Zone 6, 25 Year Event] [Time of Concentration = 26 minutes] [See Attached Figure 5-7] Florida Design Consultants, Clearwater, Florida Printed: 30-Mar-05 File: exist-ne-basin-rational.xls Page: kJ 1 5 15 1 0 10 9 8 7 6 5 r [ 1 4. - 4 M = 7 7 -:7 w a - = - - N w =- ea :So Yea - 3 t fl II I- U . 2 z 2 lkl 1.0 0 . d 9 9 u . a z . a .7 7 .6 r J e . i Tl= s 4444; 4 . . - 44 .3 .2 2 ' 15 20 2 I N k MINUTES HOURS m FIGURE 5-7 DURATION o Rainfall Intensity-Duration-Frequency Curves for Zone 6 - - 4 + 1 4 -A 9 - z z - _2 Yea r - - - i - - 6 - _ _ - - - _ - 1: An _ .3 Year 5 _ _ _ - - - 5 Year - - - - ?10 Year" - - T - - - - - - - - - - _ _ ' 5 - _ 2 Year _ d _ - - - - - ? 10 0Yea - - - - - - = _ - _ - - ZONE 6 _ . - - - _ - _ , - 8 0 5 20 30 A0 0 60 2 3 4 1 0 - c q 1 s 5 4 4 O m N 'D O n m D c m PROPOSED CONDITIONS I Proposed Conditions: Summary: Pursuant to the Master Drainage Report for the Clearwater Mall Redevelopment project, in the proposed conditions, the overall area of the Northeast Basin (in addition to the Northwest and Southwest Basins) was decreased to ensure that there were no negative impacts to the offsite storm sewer system. In addition to decreasing the basin area, a three-cell baffle box was installed in the storm water system to provide some treatment prior to discharge from the project site. For comparison purposes, FDC used the Rational Method to calculate the amount of runoff created by the Northeast Basin in the 25 year/24 hour event. The design calculations from the Clearwater Mall Redevelopment project have been updated pursuant to the Phase 2 design. The Northeast Basin consists of 17.76 acres, has a Composite C-Value of 0.85 and a Time of Concentration of 24.4 minutes. This yields a rainfall intensity of 5.9 inches/hour resulting in a peak flow of 89.81 cfs. Project: Clearwater Mall Phase 2 Proposed Conditions Northeast Basin Data Area: 17.76 Composite CN: Land-Use Area Vehicular Use 44.40 Miscellaneous Impervious 22.05 Open Space 10.15 Total 76.60 Note: The composite C-Value was calculated using the overall site characteristics. Note: The Open Space C-Value was calculated using a typical value of 0.20, multiplied by a Design Storm Frequency Factor [(1.1) for the 25 year event]. Per the State of Florida Department of Transportation Design Manual, Volume 2A-Procedures, Table 5-6, Page 51 of 98. Time of Concentration: Note: See Attached Storm Sewer Tabulation Form. By: Chk'd By: Area (acres) = 17.76 C-Value 0.95 0.95 0.22 C-Value = 0.85 Tc (minutes) = 24.4 Florida Design Consultants, Clearwater, Florida Printed: 9-Jun-05 File: ne-basin.xls Page: Project: Clearwater Mall Phase 2 Proposed Conditions Rational Method - 25 Year / 24 Hour Event Northeast Basin Q=CxixA Q = Flow (cfs) C = Composite C-Value A= Basin Area (ac) i = Intensity (in/hr) C= A= i= Q= 89.81 cfs 0.85 17.76 acres 5.9 in/hr Florida Design Consultants, Clearwater, Florida Printed: 9-Jun-05 File: ne-basin-rational.xls By: Chk'd By: [Zone 6, 25 Year Event] [Time of Concentration = 24 minutes] [See Attached Figure 5-7] Page: rv 2 eK U! Vj I U z z z J 1.( z f ? 7 .C .5 .4 .3 .2 8 15 20 .30 40 50 60 2 3 4 5 10 15 20 24 MINUTES HOURS FIGURE 3-7 DURATION Rainfall Intensity-Duration-Frequency Curves for Zone 6 IJ 10 9 - 7 6 - - :2 Year - = .3 Year . _ • = =- = - :- 5 Year - _ - - - - - - - _ . 10 Year" _ 25 Year- 3 - - - - - ? 50 Yea 10 0 Y e a I I E ZONE 6 - - - 5 .4 4 1 z m= . 10 .2 15 10 9 8 7 6 5 4 3 0 -n ? p? N la N o ? FLORIDA DESIGN CONSULTANTS, INC. 1 STORM DRAIN TABULATION FORM Per F.D.O.T. Drainage Manual, Volume 2, Figure 10-11 DATE: 3125105 PROJECT: Clearwater Mall Phase 2 FDC PROJECT NO.: 699-258 COUNTY: PINELLAS BY: JWD BAR- DRAINAGE CONTROL ELEV. OF H.G. HYDRAULIC NOTES RELS AREA ACRES 3 CROWN ELEV. PHYSICAL ZONE 6 -FREQUENCY 10 YR LOCATION Of o: C = < z FLOWLINE ELEV. w OF L) 'L t- w x C = W 2 W } ~ w J 0 0 N Initial HGL = Crown of Outtall UPPER END w n W C = < 0 U O z < Q O j w w _ N a J^ a^ Pie plus 1.0 ft ~ ?O J DOC ?0 ? Z 0 O=1 O?LL az pZ ¢ MAT o wLL a? STATION DIST S v i TO AREA C n~ O Z - - O w O w ? w W LL n= N REMARKS 1 GE 36.16 35.94 0.23 15 1.20% 6.27 7.69 313 Inlet M 19 1.42 0.85 1.21 15.0 0.1 6.38 1.21 7.69 39.50 33.40 33.20 0.20 RCP 1.05% 5.87 7.20 Plus Pro Bank Roof Drain 312 7777.7 32.15 31.95 0.012 : 1 EP 35.94 34.81 1.13 16 1.45% 6.88 8.44 312 Inlet M 78 0.14 0.$5 0.12 15.1 0.2 6.37 1.32 8.44 38.88 33.20 32.75 0.45 RCP 0.58% 4.34 5.33 311 31.95 31.50 ::::: 0.012 ::=:::: ::::=: ::::: 1 EP 34.81 34.71 0.10 24 0.16% 3.10 9.75 311 Inlet M 65 0.25 785 0.21 15.2 0.3 6.34 1.54 9.75 38.88 32.75 32.55 0.20 RCP 0.31% 4.34 13.63 Plus Pro Bldg 11a Roof Drain 310A 30.75 30.55 0.012 :::::::::::: ::::::::::: 1 Rim 34.71 34.44 0.26 24 0.23% 3.72 11.68 310A MH M 117 0.00 0.85 0.00 15.8 0.5 6.25 1.87 11.68 38.34 32.55 32.35 0.20 RCP 0.17% 3.23 10.16 310 30.55 30.35 0.012 1 GE 34.44 33.58 0.86 24 0.55% 5.80 18.23 310 Inlet M 157 0.41 0.85 0.35 16.3 0.5 6.16 2.96 18.23 37.30 31.50 31.25 0.25 RCP 0.16% 3.12 9.81 Cross Sanitary Sewer 25 309 29.50 29.25 0.012 1 GE 33.58 33.00 0.58 24 0.86% 7.27 22.85 309 Inlet M 67 0.21 0.85 0.18 19.1 0.2 5.77 3.96 22.85 36.97 31,25 31.05 0.20 RCP 0.30% 4.27 13.43 308 29.25 29.C)5 1:::::::::: 0.012 1 GE 33,00 32.29 0.71 24 1.06% 8.04 25.26 308 Inlet M 67 0.51 0.85 0.43 19.3 0.1 5.75 4.40 25.26 36.85 31.05 30.85 0.20 RCP 0.30% 4.27 13.43 Plus 112 Pro Bldg 10 Roof Drain 307 29.05 28.85 0.012 1 GE 32.29 32.11 0.18 29x45 0.20% 4.53 33.51 307 Inlet M 93 0.46 0.85 0.39 19.4 0.3 5.73 5.85 33.51 36.41 27.62 27.42 0.20 ERCP 0.22% 4.74 35.07 City of St. Pete WM Crossing 306 25.20 25.00 ::::::::: 0.012 1 GE 32.11 31.58 0.53 30 0.76% 7.94 38.96 306 Inlet M 69 0.20 0.85 0.17 19.7 0.1 5.68 6.85 38.96 36.00 27.50 27.30 0.20 RCP 0.29% 4.89 23.99 Match Proposed Inverts 305 25.00 24.80 0.012 1 EP 31.58 30.88 0.70 30 0.80% 8.12 39.84 305 Inlet M 88 0.21 O.SS 0.18 19.9 0.2 5.67 7.03 39.84 35.46 27.30 27.10 0.20 RCP 0.23% 4.33 21.24 Match Proposed Inverts 304 24.80 24.60 0.012 1 GE 30.88 30.30 0.57 30 0.84% 8.34 40.93 304 Inlet M 68 0.26 0.85 0.22 20.1 0.1 5.64 7.25 40.93 35.70 27.10 26.90 0.20 RCP 0.29% 4.92 24.16 Match Proposed Inverts 303 24.60 24.40 0.012 ::: 1 EP 30.30 30.07 0.23 36 0.33% 5.92 41.86 303 Inlet M 68 022 0.85 0.19 20.2 0.2 5.63 7.44 41.86 35.81 27.40 27.30 0.10 RCP 0.15% 3.93 27.78 Match Proposed Inverts 302A 24.40 24.30 0.012 :: Onl 0.1 ft offall 1 Rim 30.07 29.87 0.20 36 0.33% 5.90 41.70 302A MH M 61 0.00 0.85 0.00 20.4 0.2 5.60 7.44 41.70 36.31 27.30 27.20 0.10 RCP 0.16% 4.15 29.33 Only 0.1 ft of fall 302 24.30 24.20 0.012 1 EP 29.87 29.29 0.59 36 0.47% 7.05 49.86 302 Ir Ilet M 124 0.11 0.85 0.09 20.6 0.3 5.58 8.93 49.86 35.81 27.20 27.00 0.20 RCP 0.16% 4.12 29.10 Match Proposed Inverts 301 24.20 24.00 0.012 1 GE 2929 29.17 0.12 54 0.14% 5.10 81.10 Existing 54" RCP 301 Inlet M 80 0.00 0.85 0.00 24.1 0.3 5.20 15.61 81.10 32.50 28.40 28.17 0.23 RCP 0.29% 7.20 114.54 Conflict Structure 300 : 23.90 23.67 :: 0.012 :::::: Cross Sanitary Sewer 1 Page 1 of 5 FLORIDA DESIGN CONSULTANTS, INC. 1 STORM DRAIN TABULATION FORM Per F.D.O.T. Drainage Manual, Volume 2, Figure 10-11 DATE: 3125/05 PROJECT: Clearwater Mall Phase 2 FDC PROJECT NO.: 699-258 a1=V• ernarns COUNTY: PINELLAS BY: JWD BAR- DRAINAGE CONTROL ELEV. OF H.G. HYDRAULIC NOTES RELS AREA ACRES 3 CROWN ELEV. PHYSICAL ZONE 6 -FREQUENCY 10 YR LOCATION C= < z FLOWLINE ELEV. w OF D LL H w 2 C= LL Z U_ LL L t? U. J 0 2 N 'St Initial HGL = Crown of Outfall UPPER END w? Q. LL C= o U 0 co a a 0 f_ j? j w _ ? t N a O^ a^ Pie plus 1.0 ft ?O J 70L 9O ? Z p O?V OLuLL °z p2 j ¢LL MAT OJ wLL ¢? STATION DIST S TO AREA C 0I _ U z I- - H I- o: -- L) w - w 2 w u- -- n= In REMARKS - 1 EP 29.34 29.29 0.05 18 0.08% 1.84 3.26 F 7 314 Inlet S ? 67 0.60 0.85 0.51 15.0 0.6 6.38 0.51 F32 31.04 28.40 28.20 0.20 RCP 0.30% 3.53 6.23 . 3O1 26.90 26.70 :::::::: 0.012 1 GE 32.46 32.11 0.35 18 0.22% 3.01 5.32 315 Inlet S 161 0.98 0.85 0.83 15.0 0.9 6.38 0.83 5.32 35.65 28.95 28.65 0.30 RCP 0.19% 2.79 4.93 8' max depth 306 27.45 27.15 0.012 1 GE 33.10 32.80 0.30 15 0.16% 2.25 2.77 317 Inlet S 196 0.51 0.85 0.43 15.0 1.4 6.38 0.43 2.77 35.47 29.40 29.00 0.40 RCP 0.20 % 2.58 3.17 31 6 28.15 27.75 0.012 :::::::::::: ::::::::: 1 GE 32.80 32.29 0.51 18 0.33% 3.69 6.53 316 Inlet S 156 0.74 0.85 0.63 16.4 0.7 6.14 1.06 6.53 35.48 29.00 28.65 0.35 RCP 0.22% 3.06 5.40 8' max depth cntrls u strm 307 27.50 27.15 ::: 0.012 ::::::: ::: 1 EP 34.06 34.05 0.01 15 0.02% 0.90 1.11 321 Inlet S 40 0.09 0.85 0.08 16.7 0.7 6.11 0.18 1.11 35.08 31.99 31.90 0.09 RCP 0.23% 2.71 3.33 320 30.74 30.65 :::::::::: 0.012 1 EP 34.05 34.02 0.03 15 0.07% 1.55 1.90 320 Inlet S 38 0.16 0.85 0.14 17.4 0.4 6.00 0.32 1.90 35.08 31.90 31.70 0.20 RCP 0.53% 4.15 5.09 319 30.65 30.45 ;:::::::;' 0.012 1 GE 34.02 33.73 0.29 15 0.23% 2.73 3.35 319 Inlet S 126 0.29 0.85 0.25 17.8 0.8 5.94 0.56 3.35 36.94 31.70 31.45 0.25 RCP 0.20% 2.55 3.13 318 30.45 0.012 1 GE 33.73 33.58 0.16 16 0.18°/a 2.73 4.82 318 Inlet S 87 0.31 0.85 0.26 18.6 0.5 5.83 0.83 4.82 36.97 31.45 31.25 0.20 RCP 0.23% 3.10 5.47 309 29.95 29.75 ;:::: 0.012 .. ...:::: GE 34.76 34.44 0.32 18 0.17% 2.67 4.72 322 Inlet g 185 0.87 0.85 0. 15.0 1.2 6.38 0.74 4.72 37.30 31.80 31.50 0.30 RCP 0.16 % 2.60 4.59 Plus Prop Bld 11 Roof D 3 o 30.30 30.00 : ::: 0.012 1 GE 34.78 34.71 0.07 15 1 0.09% 1.72 2.12 3108 Inlet S 80 0.39 0.85 0.33 15.0 0.8 6.38 0.33 2.12 37.40 32.71 32.55 0.16 RCP 0.20% 2.56 3.14 Cross Sanitary Sewer 24 310A 31.48 31.30 ::::::::: 0.012 Plus 1/2 Pro Bld 10 Roof Drain Page 2 of 5 I "It If ? ? ? ? ? It `It FLORIDA DESIGN CONSULTANTS, INC. 1 STORM DRAIN TABULATION FORM Per F.D.O.T. Drainage Manual, Volume 2, Figure 10-11 DATE: 3/25/05 PROJECT: Clearwater Mall Phase 2 FDC PROJECT NO.: 699-258 OG\/• C/nn/AG COUNTY: PINELLAS BY: JWD BAR- DRAINAGE CONTROL ELEV. OF H.G. HYDRAULIC NOTES RELS AREA ACRES 3 CROWN ELEV. PHYSICAL ZONE 6 -FREQUENCY 10 YR LOCATION j C= Q z FLOWLINE ELEV. w OF D LL 0 f w x C= LL Z LL ? v LL J O 0 N e ? r Initial HGL = Crown of Outfall UPPER END w? a LL C= ? O V O U) ¢ Q o ^ 1 1% p w w N a ¢^ Pie plus 1.0 ft H ~ ?: O w _ ?Oa p LLI r p p?LL O,W a°z ?2 ¢W MAT wLL ¢? STATION DIST S n u' TO J AREA C o~ ~ O ? ? O W LL O W W LL LL n= w REMARKS 1 GE 30.53 30.53 0.01 15 0.02% 0.86 1.06 328 Inlet S 22 0.07 0.85 0.06 16.7 0.4 6.11 0.17 1.06 34.50 30.55 30.35 0.20 RCP 0.91% 5.45 6.69 31.7 29.30 29.10 ::::: 0.012 1 Rim 30.53 30.53 0.00 30 0.00% 0.21 1.05 327 MH S 62 0.00 0.85 0.00 17.1 4.8 6.04 0.17 1.05 35.05 30.11 29.97 0.14 RCP 0.23% 4.31 21.17 Existin 30" RCP 326 i 27.61 27.47 ::::: 0.012 ::?::?:? : 1 EP 30.53 30.48 0.05 30 0.04% 1.84 9.01 326 Inlet S 124 0.15 0.85 0.13 21.9 1.1 5.42 1.66 9.01 35.89 29.97 29.69 0.28 RCP 0.23% 4.31 21.17 Existing 30" RCP 325 . 27.47 27.19 0.012 1 Rim 30.48 30.37 0.10 30 0.14% 3.35 16.42 325 MH S 77 0.00 0.85 0.00 23.1 0.4 5.30 3.10 16.42 37.15 29.69 29.51 0.18 RCP 0.23% 4.39 21.54 Existing 30" RCP 324 27.19 27.01 ,1:;::::,: : 0.012 Cross Sanitary Sewer 3 1 Rim 30.37 30.33 0.05 30 0.13% 3.32 16.30 324 MH S 34 0.00 0.85 0.00 23.4 0.2 5.26 3.10 16.30 36.28 29.41 29.04 0.37 RCP 1.09% 9.47 46.48 Existing 30" RCP 323 77777 26.91 26.54 0.012 1 GE 30.33 29.29 1.04 30 0.53% 6.59 32.34 323 Inlet S 198 0.24 0.85 0.20 23.6 0.5 5.24 6.17 32.34 35.89 29.04 26.87 2.17 RCP 1.10% 9.50 46.64 Existing 30" RCP 301 26.54 1 To 30.98 30.74 0.24 14x23 0.45% 4.22 7.60 330 Inlet S 54 1.40 0.85 1.19 15.0 0.2 6.38 1.19 7.60 34.00 30.82 30.67 0.15 ERCP 0.28 % 3.32 5.97 Fire Station Outfall b others 329 29.65 29.50 0.012 :::::: ::::: 1 GE 30.74 30.47 0.27 14x23 0.64% 5.03 9.06 329 Inlet S 43 0.28 0.85 0.24 15.2 0.1 6.35 1.43 9.06 32.17 30.67 30.47 0.20 ERCP 0.47% 4.29 7.73 Cross Sanitary Sewer 2 323 29.50 29.30 = 0.012 ::::: ::::::: ::::::: 1.5' cover (per EM 1 GE 30.56 30.53 0.03 14x23 0.05% 1.42 2.55 331 Inlet S 69 0.47 0.85 0.40 15.0 0.8 6.38 I 0.40 2.55 32.17 30.67 30.47 0.20 ERCP 0.29% 3.39 6.10 Cross Sanitary Sewer 4 326 :: 29.50 29.30 ;:1 :::::::: 0.012 ......::::: 1.5' cover (per EM Page 3 of 5 FLORIDA DESIGN CONSULTANTS, INC. 1 STORM DRAIN TABULATION FORM Per F.D.O.T. Drainage Manual, Volume 2, Figure 10-11 DATE: 3125105 PROJECT: Clearwater Mall Phase 2 FDC PROJECT NO.: 699-258 REV• 6109!05 # # s a COUNTY: PINELLAS BY: JYVD BAR- DRAINAGE CONTROL ELEV. OF H.G. HYDRAULIC NOTES RELS AREA ACRES 3 CROWN ELEV. PHYSICAL ZONE 6 -FREQUENCY 10 YR LOCATION C = > z FLOWLINE ELEV. W OF LL Lu C= U, Z LL LL. LL o J 0 N > Initial HGL =Crown of Outfall UPPER END L) w ya LL ED C= Q O U O i Q O j w w r a a Q Pie plus 1.0 ft D_? it J ]OL ?O ? Z O OOU O?LL a2 OZ Q W MAT wLL ¢U STATION DIST S uJ TO AREA C i.- U Z I- - r it O w w ! ` = ` EMARKS 1 R.O. 32631 30.93 1.39 15 1.43% 7.46 9.16 333 C.Q. S 97 1.51 0.95 1643 15.0 0.2 6.38 1.43 9.16 36.58 31.00 30.80 0.20 PVC 0.2111%. 2.83 3.48 Roof Drain Clean Out 332 1 29.75 29.55 0.011 1 Rim 30.93 30.60 0.33 15 1.42% 7.42 9.11 332 MH S 23 0.00 0.95 0.00 15.2 0.1 6.35 1.44 9.11 36.58 30.80 30.60 0.20 PVC 0.87% 5.82 7.14 323 29.55 29.35 0.011 1 R.D. 32.00 30.90 1.10 15 1.43% 7.46 916 335 C.O. S 77 1.51 0.95 1.43 15.0 0.2 6.38 1.43 9.16 36.77 31.00 30.80 0.20 PVC 0.26% 3.18 3.90 Roof Drain Clean Out 334 29.75 29.55 ::::: ::::::::::: :::::: 1 Rim 30.90 30.60 0.30 15 1.42% 7.43 9.12 334 MH S 21 0.00 0.95 0.00 15.2 0.0 6.35 1444 9.12 37.38 30.80 30.60 0.20 PVC 0.95% 6.09 7.47 325 29.55 29.35 0.011 1 Rim 30.97 30.80 0.17 15 0.64% 4.99 6.12 336 MH S 27 1.01 0.95 0.96 15.0 0.1 6.38 0.96 6.12 35.93 31.00 30.80 0.20 PVC 0.74% 5.37 6.59 326 29.75 29.55 :;:::;::; 0.011 1 GE 30.56 31.55 0.01 15 0.01 % 0.59 0.73 337 Inlet S 60 0.12 0.95 0.11 15.0 1.7 6.38 0.11 0.73 33.25 30.75 30.55 0.20 PVC 0.33% 3.60 4.42 + Tar et Truck Loadin Area 328 29.50 29.30 ::::::: 0.011 Page 4 of 5 FLORIDA DESIGN CONSULTANTS, INC. 1 STORM DRAIN TABULATION FORM Per F.D.O.T. Drainage Manual, Volume 2, Figure 10-11 DATE: 3125/05 PROJECT: Clearwater Mall Phase 2 FDC PROJECT NO.: 699-258 REV: 6109105 COUNTY: PINELLAS BY: JWD BAR- DRAINAGE CONTROL ELEV. OF H.G. HYDRAULIC NOTES RELS AREA ACRES 3 CROWN ELEV. PHYSICAL ZONE 6 -FREQUENCY 10 YR LOCATION w it C= 0 < z FLOWLINE ELEV. w OF u r w = C= u z w t? u j O N Initial HGL = Crown of Outfall UPPER END D w - d u C= ¢ O U C1 co ¢ a p _ F? j t- w w N wo a Pipe plus 1.0 It X y o. a ?y ?O LLJ DOL ?O ? i O OD OLu az Oz aLL MAT _ o wLL a? STATION DIST S TO AREA C o F U Z F_ r L) r LL w- w w u- n= n REMARKS 1 GE 31.74 31,601 0.14 15 0.12% 1.96 2.41 506 Inlet S 120 0.41 0.92 0.38 15.0 1.0 6.38 0.38 2.41 34.69 31.25 31.00 0.25 RCP 0.21% 2.61 3.20 Plus Portion of Bldg 19A 505 30.00 29.75 0.012 1 GE 31.60 31.36 0.24 15 0.17% 2.32 2.85 505 Inlet S 145 0.09 0.91 0.08 16.0 1.0 6.21 0.46 2.85 35.85 31.00 30.50 0,50 RCP 0.34% 3.36 4.12 504 7777 29.75 29.25 ::::::::: 0.012 = ::::::: = :::::: = Crossin No. 1 and No. 2 1 GE 31.36 31.15 0.21 15 0.37% 146 4.25 504 Inlet S 58 0.11 0.95 0.10 17.3 0.3 6.02 0.71 4.25 34-49 30.50 30.10 0.40 RCP 0.69% 4.75 5.83 503 29.25 28.85 :::::::: 0.012 Crossing No.5 1 GE 31.15 30.81 0.34 18 0.27% 3.38 5.97 503 Inlet S 123 0.34 0.86 0.29 17.6 0.6 5.98 1.00 5.97 33.43 30.10 29.90 0.20 RCP 0.16% 2.60 4.60 502 28.60 28.40 :::::: 0.012 ::::::: Crossing No, 6 1 Rim 30.81 30.66 0.15 18 0.37% 3.93 6.94 502 MH S 41 0.00 0.95 0.00 18.2 0.2 5.89 1.18 6.94 35.09 29.90 29.70 0.20 RCP 0.49% 4.51 7.97 501 26a0 28.20 :::::: 0.012 ::::::::: ::::::::::: :::::::::: 1 GE 30.66 30.17 0.50 18 0.43% 4.24 7.50 501 Inlet S 115 G.12 0.83 0.10 18.4 0.5 5.87 1.28 7.50 34.94 29.70 29.50 0.20 RCP 0.17% 2.69 4.76 500 77777 28.20 28.00 0.012 7777 7777 1 GE 30.17 29.87 0.29 i 8 0.50% 4.59 8.10 500 Inlet S 58 0.14 0.84 0.12 18.8 0.2 5.80 1.40 8.10 34.86 29.50 29.30 0.20 RCP 0.34% 3.79 6.70 302 r7777 -2-835 27.80 77 0.012 isiiji; i; i;i i;i!i!i!i;i i; i; i; i; i; 1 GE 30.82 30.81 0.01 15 0.03% 0.94 1.15 2.5 ft Cover 507 Inlet S 26 0.19 0.95 0.18 15.0 0.5 6.38 0.18 1.15 3_99 30.10 29.90 0.20 RCP 0.77% 5.01 6.15 Plus Truck Loadin Area 8 502 0.012 Portion of Bldg 19A GE 31.38 31.36 0.02 15 0.02% 0.74 0.91 2.5 ft Cover 508 Inlet N 101 0.15 0.95 0.1 15.0 2.3 6.38 0.14 0.91 33.59 30.70 30.50 0.20 RCP 0.20% 2.54 3.12 Plus Bld 19B 504 29.45 29.25 :::::: 0.0121 ::::: 1 GE 34.06 34.06 0.00 15 0.01% 0.54 0.67 2.5 ft Cover 509 Inlet S 54 0.11 0.95 0.10 15.0 1.7 6.38 0.10 0.67 35.11 32.20 31.99 0.21 RCP 0.39% 3.57 4.38 321 30.95 30.74 : ::: 0.012 Page 5 of 5 ATTACHMENTS LOCATION MAP _a N 0 'o 0 g N Y Z Z 0 Y Q_ Q_ N M (h O O I i DREW ST/CR 528 DREW ST U OU OOI ?I\ )I I I COURTNEY CAMPBELL CA GULF TO BAY m-n III I, I ?Pv v G I Project Site rn? ?I ?I N I I G 1 S Data ' This drawing is comprised of data obtained from a variety of sources. It is for information purposes only and is not to be considered comprehensive for site-specific data. LOCATION MAP 1 inch equals 1,000 feet FLORIDA DESIGN CONSULTANTS, INC. ENGINEERS, ENVIRONMENTALISTS, SURVEYORS A PLANNERS QUAD MAP 'Ij ? ? ? I Ia ?? ` __ 1 ?? ? ? ? l I I ? Ae ` rl `rl r _ .. ,r t•j,- ? N? ? l'? - ?`,"'Yy. ; _16W ift- .1 r III ti.• ??: II '?' t :' lil -PAT Ti-I Project Site t f. 17 ;? % 24 tion, a oil, _..v r J 77 ' 1 c.w ,•'tl 111 -?! ' ?r?1ai.,rr•...n_r?ta•,.t,.r??,' I ; ear, r ;, (:`? ???n11 X55 i ???. -,?.? .._ - - _ ._ 1 i. i 1,.,?, r . * 1. . USGS MAP ' G I S Data SAFETY HARBOR QUAD ' This drawing is comprised of data obtained from a variety of sources. It is for information purposes only and is not to be considered comprehensive for site-specific data. 1 inch equals 1,000 feet F, ;1 ? FLORIDA DESIGN CONSULTANTS, INC. ENGINEERS. ENVIRONMENTALISTS. SURVEYORS & PLANNERS AERIAL I GIS Data AERIAL PHOTOGRAPH 1 inch equals 200 feet ' This drawing is comprised of data obtained from a variety of sources. It is for information purposes only and is not to be considered comprehensive for site-specific data. FLORIDA DESIGN CONSULTANTS, INC. ENGINEERS. BIVIR07UAEfl7ALISTS, SURVEYORS 8 PLANNERS SCS SOILS SURVEY DATA ' ADAMSVIL/LE FINES ND i 77tiz ` va. it, ADANISVILLE 'FINE = r Ludt ?AN1,13 i _ 3 ? y s Project Site ASTATULA FINE SAND/MODERATELY DEEP WATER TABLE jt - ` - K? FINE;SAND I L -, € - + -- < WE f I t PLACID FINE SAND ?. t PLACID FINE SAND N Z a eR N SOILS EXHIBIT 1 inch equals 200 feet G 1 S Data ? This drawing is comprised of data obtained from a variety ,)` sou«.es. his for information < s ; onpy and is not to be FLORIDA DESIGN CONSULTANTS, INC, consul-red cor,?prel-"en i??c .-,rsoe s r(?c ri ;?ta_ PXNEERS. ENVIRON'IE.NTA:ISTS, SURVEYNS 3 RL.IN9ERS FEMA FLOOD INSURANCE RATE MAP + 2 s • --i s+ - -' a- _ -- - - Project Site _2 AMWX M i foil" ?3 ! s v ?? -? +,; ? ?>? ? - • k 's • ? ? '?_ ° ? .4.x•3"• it { 4 t f ??fE t f 1 i;r V ?•? •I a s 1 f'. J IA' FEMA FLOOD ZONES 1 inch equals 200 feet G 1 S Data ? ' This drawing is comprised of data obtained from a variety of sources. It is for information purposes only and is not to be FLORIDA DESIGN CONSULTANTS, INC. considered comprehensive for site-specific data. ENGINEERS. ENVIRONMENTALISTS. SURVEYORS 8 PLANNERS NO PERMIT REQUIRED LETTER (INQUIRY NUMBER CT #91256) AS PROVIDED BY SWFWMD FOR CLEARWATER MALL REDEVELOPMENT 5 Southwest Florida - Water Management District An Equal Tampa Service Office Bartow Service Office 7601 Highway 301 North 170 Century Boulevard Tampa, Florida 33637-6759 Bartow, Florida 33830.7700 (813) 985-7481 or (863) 5341448 or 1.8004836-0797 (FL only) 1-800-492-7862 (FL only) SUNCOM 578-2070 SUNCOM 572.6200 Romde L Duncan Chair, Pinellas Thomas G. Dabney, R Vice Chair, Sarasota Janet D. Kovach Secretary, Hillsborough Watson L Haynes, a Treasurer, Pinellas Edward W. Chance Manatee Monroe -Al- Coogler Citrus Maggie N. Domh%%" Hillsborough Pamela L Fentress Highlands Ronald C. Johnson Polk Heil' IL Mecree Hillsborough John K. Reake, ul Pasco E. D. -sonny- Vergara Executive Director Gene A. Heath Assistant Executive Director WRRam S.. Blkn y General Counsel' September 4, 2001 Gregory Sembler The Sembler Company 5858 Central Avenue St. Petersburg, FL 33707 2379 Broad Street, Brooksville, Florida 34604-6F9Lc (352).796-7211 or 1-800-423-1476 (FL only) IzW _n SUNCOM 628-4150 TDD only 1-800-231-6103 (FL only) On the Intemet at WaterMatters.org Venice Service office 115 Corporation Way Venice, Florida 34292-3524 (941) 486-1212 or 1-800.320-3503 (FL only) SUNCOM 526-0900 r`- [VJ Subject: Project Evaluation - No Permit Required Project Name: Clearwater Mail Redevelopment Inquiry•Number: CT#91256 County: Pinellas Sec/T"wp/Rge: 17/ 29S/ 16E Latitude/Longitude: 27° 5T 30.52-, 82° 43' 31.32- Reference: Rule 40D-4.041, Florida Administrative Code (F.A.C.) Dear Mr. Sembler: The District has reviewed the information you submitted on July 30, August 17, and August 28, 2001 for the project referenced above and has determined that an Environmental Resource Permit will not be required for the site renovation resulting in a 3,050± square foot increase in open area. The information received by the District will be kept in the Tampa Service Office to support the District's determination regarding your project. The District's determination that your project does not require an ERP is only applicable pursuant to the statutes and rules in effect at the time the information was submitted and may not be valid in the event subsequent changes occur in the applicable rules and statutes. Additionally, this notification does not mean that the District has determined that your project is permanently exempt from permitting -requirements. Any subsequent change you make in the project's operation may necessitate further evaluation or permitting by the District. Therefore, you are advised to contact the District before beginning the project and before beginning any activity which is not specifically described in your submittal. This letter constitutes notice of final agencyaction of the project referenced above. You or any person whose substantial interests are affected by the District's action regarding a permit may request an administrative hearing in accordance with Sections 120.569 and 120.57, F.S., and Chapter 28-106, F.A.C., of the Uniform Rules of Procedure. A request forhearing must (1) explain how the substantial interests of each person requesting the hearing will be affected by the District's action, or proposed action, (2) state all material facts disputed by the person requesting the hearing or state that there are no disputed facts, and (3) otherwise comply with Chapter 28-106, F.A.C. Copies of Sections 28-106.201 and 28-106.301, F.A.C. are enclosed for your reference. A request for hearing must be filed with (received by) the Agency Clerk of the-District at the District's Brooksville address within 21 days of receipt of this notice. Receipt is deemed to be the fifth day after the date on which this notice is deposited in the United States mail. Failure to file a request for hearing within this time period shall constitute a waiver of any right you or such person may have to request a hearing under Sections 120.569 and 120.57, F.S. Mediation pursuant to Section 120.573, F.S., to settle an administrative dispute regarding the District's action in this matter is not available. ' Protecting Your Water Resources Lecanto Service Office 3600 West Sovereign Path Suite 226 Lecanto, _Fl6 da-3446,L-8070 (352) 527-8131, y, SUNCOM 667-3271 .:. Gregory Sembler Page 2 September 4, 2001 Enclosed is a "Noticing Packet" that provides information regarding District Rule, Section 40D-1.1010, F.AC., which addresses the notification of persons whose substantial interests may be affected by the District's action in this matter. The packet contains guidelines on how to provide notice of the District's action, and a notice that you may use. If you have questions regarding this determination, please contact Richard M. Alt, P.E., at the Tampa Service Office, extension 2045. Please reference the Project Name and Number in future communications concerning this project. Sincerely, . Alba E. Ws, P.E., Director Tampa Regulation Department AEM:dsw Enclosures: Noticing Packet (42.00-04) Sections 28-106.201 and 28-106.301, F.A.C. cc: Inquiry No. CT#91256 USACOE Octavio Cabrera, P.E., Florida Design Consultants, Inc. BASIN AREAS ' STORM DRAIN TABULATION FORM -BASIN AREA 114 G INLET- ?; PE 7A OTTOM 12FOOT INDEX 233 & I? CRATE - 35.11 IE = XX.XX (SE) (1 T RG'}.. " ,15' RCP} I E = C?rc511 :_: T 35.08 a 30 74 (W) 115 71 LF- 'F' CURB 200 RCP) RCP) ?_. GULF-TO-BAY BLVD. SR"'6'0 NANODET RAMP __ __ -' (sEE eruL SHEET ? ? y 508 ) & Jed? L '?' 91 n TYPE G INLET 1' FOOT IN 94 J BOTTOM ?URDING FOOT INDEX 233 &00 I RF 34.94 J li rIN, 1 GRATE - 33.59 i w (7¢ tE - 29.45 (S) (15' } CP) I i TH-S AREA IiLL: r 1 C I 1 i NOT INCLUDED ! x;, TYPE G INLET f M } ! y W/TYPE J BOTTOM p x + FDOT I DEX-2S3 & 200 h b C Ir l( _ GRATE 34.49 g h 9 1 '1R?? ' ' \ i ?-1C - 29.25 (E) (15' RCP) / I IE - 29.25 (W) (15' RCD - / I g9 ' IE ± 29.25 (N) (15"„RCP) ?m I IF ?-F C 41 1 p. E J BOTTOM DEX 233 & 21 4TE - 34.69 - 30.00 (N) (15' I ? I 58 LF 18' RCP o 0.34xi? 1 x JJ et r ?'? / 'SCKx j T J j WJ^f?E :i ?OTTC4 / GRF iE :::: 35.[4 ! ' :E -= 24.90 !Siff) ( TYPE F CURB TD' F E 27.80 (N) (18' RC ^.i'P.8 iNL:.T Y? 24.S4 (NW) '30' RCP} ?__.S T;.. ufl 2:.58 iE) {3u' RCP} tii4 - 36.2(! I. == 24.;52 (NW) TYPE G INLET W/TYPE J BOTTOM FDOT INDEX 233 & 200 GRATE - 34.86 IE:.= 2B:6b=(E}=(ib-=tip IE - 28.00 (S) (18' RC TH , - THREE CEU. SA.F'Fi._ FOX GHAT? - 32.1.5 2..39 (S) (30' IE r .._.lf: (NE) (54' z xt 1r [y T fi W Fl G } IE E n ail 31X[ M r.., LONG RANGE PLANNING DEVELOPMENT REVIEW July 20, 2005 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 Mr. Deighton Babis Lyman Davidson Dooley, Inc. 5201 West Kennedy Boulevard, Suite 501 Tampa, FL 33609 RE: Development Order - FLS2005-04027 / PLT2005-00008 - 520 Sky Harbor Drive Dear Mr. Babis: This letter constitutes a Development Order pursuant to Section 4-202.E. of the Community Development Code. On May 5, 2005, the Development Review Committee (DRC) reviewed your application for Flexible Standard Development approval to reduce the front (north) setback from 25' to 24.5' (to pavement); to reduce the side (north, east and west) setbacks from 10' to 9.5', 0' and 3.5' (to pavement), respectively; and increase the height from 25' to 30' for architectural embellishments, under the provisions of Section 2-703.R. The DRC recommended approval of the application as amended by Staff with the following bases and conditions: Bases for Approval: 1. The proposal complies with the provisions of Section 2-703.R; 2. The plan complies with General Applicability Criteria under the provisions of Section 3-913; and 3. The proposed development is compatible with the surrounding area. Conditions of Approval: 1. That all Florida Department of Transportation (FDOT) permits are secured prior to the issuance of first Certificate of Occupancy; 2. That evidence of recording of the final plat is provided prior to issuance of a building permit; 3. That all dumpsters be fully enclosed and accessible in accordance with Code Section 32.284; 4. That architectural elevations, colors, materials and details of all buildings be consistent with the submittal dated received March 31 and June 13, 2005, unless otherwise approved by Staff; 5. That all mechanical/utility structures/meters including but not limited to down spouts, gutters, ladders, etc. attached to the buildings be painted to match the color of the building to which they are attached; 6. That the previously approved master sign plan submitted for the entire shopping center, including outparcels, as part of a Comprehensive Sign Program, as required under the provisions of Code Section 3- 1806.B be updated to include this phase; 7. That all requests for outdoor display and/or storage be submitted in accord with the requirements of Code under the provisions of Section 2-703.M; 8. That additional structural details of the gravity wall (insure no grade cuts) is provided prior to the issuance of a building permit; BRAN J. AL!NGSf, MAYOR FRANK HIBBARD, VICE MAYOR HOYC HANIILION, COLTNCIL\IE\IBER BILL JONSON, COLINCILNIEMBER CARLI:N A. PETERSEN, COUNCIL alEMBER "EQUAL EMPLOYMENT AND AFFIRMATIVE AC"fION EMPLOYE-R" t i 0 ?,r 9. That a north/south section at tree #168,205 and 183,185 is provided (insure no grade cuts) prior to the issuance of a building permit; 10. That the plans are revised to reflect the provision of an aeration system prior to the issuance of a building permit; 11. That the "ribbon" tree barricade detail is removed from all civil plans prior to the issuance of a building permit; 12. That the plans are revised to depict the removal of a centrally located parking space from the row of 13 parking spaces along the east side of the site prior to the issuance of a building permit; 13. That the landscape plan is revised to correctly depict the sight visibility triangles (from the property line, not the edge of pavement); and 14. That open space impact fees are paid prior to the issuance of a building permit or recordation of final plat, whichever occurs first. I concur with the findings of the Development Review Committee and, through this letter, approve your application for Flexible Standard Development with above 14 conditions. This approval is based upon and must adhere to the site plan, elevations, color samples and application dated received March 31 and June 13, 2005. Pursuant to Section 4-303, an application for a building permit shall be made within one (1) year of Flexible Standard Development approval (by July 20, 2006), as applicable. All required certificates of occupancy shall be obtained within one (1) year of the date of issuance of the building permit. Please be advised that time frames do not change with successive owners. The Community Development Coordinator may grant an extension of time for a period not to exceed one (1) year and only within the original period of validity. The issuance of this Development Order does not relieve you of the necessity to obtain any building permits or pay any impact fees that may be required. In order to facilitate the issuance of any permit or license affected by this approval, please bring a copy of this letter with you when applying for any permits or licenses that require this prior development approval. Should you have any questions, please do not hesitate to contact Robert G. TefB, Planner III, at (727) 562-4539 or via e-mail at robert.tefft@myclearwater.com. Sincerely, Michael Del CP Planning Director i 0 I- Ilan 1 $ V If son 1 t)o1ey 'ITIC, E... RESPONSES TO DRC REVIEW Date: June 6, 2005 To: Mark Parry, City of Clearwater From: Deighton Babis, Lyman Davidson Dooley Re: Clearwater Mall Phase 2 at 520 Sky Harbor Drive DRC No. FLS2005-04027 Please review these responses for acceptance of the conditions associated with the Clearwater Mall Phase 2 project, which are itemized below in response to the City's comments for each Department: Engineering Condition 1. The City of St. Petersburg Watermain Easement issued will be addressed prior to obtaining the Building Permit. 2. Comment acknowledged. The Plat submittal package is being prepared and will be submitted to Tom Mahoney (City of Clearwater Surveyor) for review under separate cover. 3. A Note has been added to the Plans that indicates the existing water meters located along the Sky Harbor Drive side of the property will be removed prior to construction of the proposed sidewalk. See Sheet 2. Environmental Condition 1. No issues. Fire Condition 1. The fire and emergency vehicle path will follow the direct east-west roadway from Sky Harbor Drive to the Gulf-To-Bay access drive to the west. The two (2) radii at the Sky Harbor Drive access are 30 feet. At the Gulf-To-bay access drive, the southern radius is 30 feet. The northern radius is constrained by the existing cub inlet located on the access drive. The radius has been maximized to 23 feet. Taking into consideration the double northbound lanes, a 30-foot radius can be achieved. See Sheet 3. 2. A Note has been added to the Plans that indicates that the water mains and fire hydrants shall be installed, completed and in service prior to construction pursuant to NFPA-241. See Note 6, Sheet 6. 3. A Note has been added to the Plans that indicates that all stormwater grate tops and manhole covers located within roadways or drive aisles must meet HS-20 specs to accommodate the weight (80,000 lbs.) demand of fire and emergency vehicles. See Note 3; Sheet 5. June 6, 2005 6 0 DRC No. FLS2005-04027 Responses Page 2 of 3 Landscape Site Triangle Condition 1. Site triangles have been shown on the plan at street and driveway intersections. Landscape Site Triangle Plan 1. A note has been added to the plans that addresses plants in the site triangles. Landscape 10% Interior Condition 1. Landscape plantings have been added to island as requested (see Sheet LA-2). The interior landscape areas have been revised on the Plans, and the Site Data Table has been revised accordingly. The revised Proposed - Parking Lot Interior Landscaping is 18% (greater than the 12% minimum). See Sheet 3 and the Cover Sheet. Building Facade Landscape Condition 1. Foundation plantings have been added to the East side of the larger building and the buffer has been decreased along Sky Harbor Drive as requested. See Sheet LA-2. Landscape Condition 1. The plant list has been corrected. See Sheet LA-2. 2. Hibiscus has been eliminated from the plans. See Sheet LA-2. Land Resource Condition 1. The Plans have been revised to show tree 4155, #221 and #222 as removed. See Sheets 2, 3, 5, 6 and LA-1. 2. Tree canopies have been added to the Plans for all trees to remain (at 1-ft radius per 1-in diameter). See Sheets 2, 3, 5 and 6. 3. The proposed water lines have been relocated as best as possible around the existing tree canopies. In the areas necessary, the impact within the tree canopies was minimized and root pruning was indicated as the preferred method of installation and shall be coordinated with City staff. See Note 7 Sheet 6. 4. The Plans have been revised and Grate Inlet #500 has been relocated 30 feet to the west to minimize the impacts to tree #224. See Sheet 5. 5. The Plans have been revised and Grate Inlet #501 has been relocated 60 feet to the north to minimize the impacts to trees 4168 and #169. The stormwater pipe connection has been relocated to the north to avoid any impacts due to installation. See Sheet 5. 6. To continue the re-routing of the stormwater system in a clockwise direction, an additional culvert has been added from Grate Inlet #502 to Grate Inlet #506. 7. Cross-sections of the proposed grading at trees #168, #205, #183 and #185 have been added to the Plans to ensure there are no grade cuts. See Sheet 5. Also, a detail of the aeration system has been shown for trees 168, 205, 183 and 185. See Sheet LA-1. 8. The "ribbon" tree barricade has been removed from the Plans. See Sheet 4. Parks and Recreation Condition 1. We acknowledge that open space impact fees will be due prior to approval of building permit or plat. Storm Water Condition 1. No issues. June 6, 2005 is 0 DRC No. FLS2005-04027 Responses Page 3 of 3 Parks and Recreation Condition 1. We acknowledge that open space impact fees will be due prior to approval of building permit or plat. Solid Waste Condition 1. The dumpster for the southern of the two proposed buildings has been revised to a double dumpster enclosure, in case of recycling needs. The dumpster for the northern of the two proposed buildings has been relocated to the north side of the drive aisle and angled for better access. Traffic Engineering Condition 1. An accessible path has been provided between the two (2) proposed buildings, connecting to the existing sidewalk along Gulf-To-Bay Boulevard, which connects to the remaining Clearwater Mall Redevelopment site. See Sheet 3. 2. Site triangles (20' x 20') have been added to the access point at Sky Harbor Drive and the Gulf-To-Bay access road. See Sheet 3. 3. A six-foot (6') concrete sidewalk has been added along the property boundary adjacent to Sky Harbor Drive. A sidewalk easement will be provided for the portion of the sidewalk that will be located within the project site. There is an existing concrete sidewalk along Gulf-To-Bay Boulevard. The remaining two (2) boundaries abut the adjacent Clearwater Mall Redevelopment site. No sidewalks are required along these sides. See Sheet 3. 4. The stop bars have been relocated to four feet (4') behind the edge of the proposed sidewalk. See Sheet 3. Zoning Condition 1. For the area in the northeast corner of the site, where the roadway falls within the project area, an easement will be provided to the City of Clearwater. This will be finalized during the platting phase. 2. A truck route has been provided. The areas are indicated on the Plans as having Heavy- Duty Pavement or Concrete. See Sheet 5. Please call us if you have any questions. Deighton Babis, AIA Associate Lyman Davidson Dooley, Inc. 5201 W. Kennedy Boulevard, Suite 501 Tampa, Florida 33609 Copy: Mike Wood, New Plan Charlie Carver, New Plan Jeff Denny, FDC O.C. Cabrera, FDC Alyson Utter, Anderson Lesniak Mark Puebla, LDD Chuck Knight, LDD • ? 0 1 L 2 0 ara Case Number: FLS2005-04027 -- 520 SKY HARBOR DR Owner(s): Clearwater Mall C/O Eproperty Tax - Dept 124 Scottsdale, Az 85261 TELEPHONE: No Phone, FAX: No Fax, E-MAIL: No Email Applicant New Plan Excel Realty Trust, Inc. 9101 International Dr Ste 1600 Orlando, Fl 32819 TELEPHONE: 407-264-9950, FAX: 407-264-2905, E-MAIL: No Email Representative: Lyman Davidson Dooley, Inc 5201 West Kennedy Blvd Ste 501 Tampa, Fl 33609 TELEPHONE: 813-288-9299, FAX: No Fax, E-MAIL: dbabis@lddi-tampa.com Location: 2.417-acre site is located on the southwest corner of Gulf to Bay Boulevard and Sky Harbor Drive Atlas Page: 300A Zoning District: C, Commercial Request: Flexible Standard Development approval to reduce the front (north setback from 25 feet to 24.5 feet (to pavement) and reduce the side (north, east and west) setbacks from 10 feet to 9.5, zero and 3.5 feet (to pavement), respectively and an increase in height from 25 feet to 30 feet for architectural embellishments under the provisions of Section 2-703.R. 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: Mark Parry, Planner III Attendees Included: The DRC reviewed this application with the following comments: General Engineering: I . Prior to building permit: 1. Provide a letter of acknowledgement from the St. Petersburg Water Department shall be obtained to construct parking lot and utility facilites over 36" St. Petersburg water main located within the 50 w.m. easement prior to issuance of the building permit. 2. Final Plat for Clearwater Mall - Phase IA shall be recorded with Pinellas County prior to the building permit being issued. 3. Water meter shall not be encased in sidewalk on Sky Harbor Drive side of property. General Note: DRC review is a prerequisite for Building Permit Review, additional comments may be forthcoming upon submittal of a Building Permit Application. Environmental: No Issues. Fire: 1 . Provide minimum 28 ft turning radii for fire and emergency vehicle ingress and egress and at all turms throughout the property where fire and emergency vehicles will be required to maneuver. Fire Department vehicles are 45 ft in length and non-articulating. Please respond PRIOR TO D.O. 2. Where underground water mains, and hydrants are to be installed, they shall be installed, completed, and in service prior to construction as per NFPA-24 1.Please respond PRIOR TO D.O. 3 . All underground drainage grates/covers located in roadways or drive aisles must meet HS-20 specs to accommodate the weight (80,000 tbs.) demand of fire and emergency vehicles. Please respond PRIOR TO D.O. Harbor Master: No Comments Legal: No Comments Development Review Agenda - Thursday, May 5, 2005 - Page 26 Land Resources: I . The Tree Inventory has been modified to reflect the tree decline due to construction impacts of Phase I. Show to be removed tree #155, 221 and 222. These trees will still be required to be replaced on an inch for inch replacement factor. Revise prior to D.O. 2. Show the actual tree canopies on all civil plans, note, 1 foot radius for each 1 inch tree diameter. Revise prior to D.O. 3 . Relocate all water lines from under the canopies of all trees to be preserved. Revise prior to D.O. 4. Relocate Grate Inlet #500 30 feet to the west to lessen impacts to tree # 224. Revise prior to D.O. 5 . Relocate Grate Inlet #501 60feet to the north, revise the direction of flow to the north and eliminate the pipe to the south. This will elimate the impact the tree #168 and 169. Revise prior to D.O. 6. Create a new pipe from Grate Inlet #502 to 506. Revise prior to D.O. 7. Show a north/south section at tree #168,205 and 183,185. Insure no grade cuts. Provide an aeration system. Revise prior to D.O. 8. Remve the "Ribbon" tree barricade detail from all civil plans. Revise prior to Building Permit. Landscaping: 1 . In the "plant list" provided there is "HS" where in the plans they are indicated as "HR", please revise one or the other to match. 2 . The perimeter hedge is mainly Hibiscus, as this plant tends to freeze it is strongly recommended that a more durable hedge material is used for the majority. Splashes of color can be achieved with the hibiscus at the entrances and the intersections of the roadways or drives on the site. Revise plans and submit for review. 3 . Per Section 3-1202.E.I Code requires a minimum of 10% interior green space of gross vehicular use area or 12% of gross vehicular use area if parking spaces area greater than 110% of the required parking. Interior islands shall be designed so that in most cases no more than 10 parking spaces are provided in a row. Interior islands shall be a minimum of 150 sq. ft., and be 8 feet of green space from back of curb to back of curb. At the western access to this area there is an island to the north of the drive which could have interior landscape installed, follow the design in other islands here. 4. Landscape Plan does not show the sight triangles as described in Article 3, Division 9, revise the plan to show these triangles at all the street and driveway intersections. 5 . Per Section 3-1204.H. Plants in the sight triangles must be installed in accordance with the requirements in Article 3, Division 9 to minimize traffic hazards. 6. Per Section 3-1202.E.2. Foundation plantings shall be provided for 100% of a building facade with frontage along a street right of way, excluding space necessary for building ingress and egress, within a minimum five foot wide landscaped area composed of at least two accent trees (or palm equivalents) or three palms for every 40 linear feet of building facade and one shrub for every 20 square feet of required landscaped area. A minimum of 50% of the area shall contain shrubs with the remainder to be ground cover. Specifically the larger building has no building facade landscape provided... adjust plans to include this landscape in order to soften the transition from parking to building. Parks and Recreation: 1 . Open Space impact fees are due prior to issueance of building permit or final plat (if applicable), whichever occurs first. These fees could be substantial and it is recommended that you contact Art Kader at 727-562-4824 to calculate the assessment. Stormwater: I No issues. Solid Waste: 1 . How Many units? What type of usage is proposed? Dumpster enclosure off entrance needs to be re-aligned Traffic Engineering: Development Review Agenda - Thursday, May 5, 2005 - Page 27 0 1 . 1. Provide an accessible path from a building's accessible entrance Oltiple buildings on site compliant with Florida Accessibility Code for Building Construction Chapter 11, Section 11-4.3.2. 2. Show 20' x 20' sight visibility triangles at the driveways and access points. (City's Community Development Code, Section 3-904). 3. Provide a minimum 5 ft. concrete sidewalk along perimeter of property line. 4. Stop bar must be 4' behind edge of sidewalk. All of the above to be addressed prior to a D.O.. General note: Transportation Impact Fees to be determined and paid prior to a C.O.. Transportation Impact Fee credit from the Clearwater Mall does not apply to this out parcel. Planning: 1 . Clarify what is going on at the northeast corner of the site - it appears that the corner is within the Gulf-to-Bay Boulevard (State Road) and Sky Harbor Drive (City Road) rights-of-way. An easement will probably be required by the State and the City; 2. Provide a truck route through the site; 3 . All zoning comments to be addressed prior to issuance of a Development Order unless otherwise stated; Other: No Comments Notes: Development Review Agenda - Thursday, May 5, 2005 - Page 28 0 • 11.:-20 am Case Number: PLT2005-00008 -- 520 SKY HARBOR DR Owner(s): Clearwater Mall C/O Eproperty Tax - Dept 124 Scottsdale, Az 85261 TELEPHONE: No Phone, FAX: No Fax, E-MAIL: No Email. Representative: Lyman Davidson. Dooley,Inc 5201 West Kennedy Blvd Ste 501 Tampa, Fl 33609 TELEPHONE: 813-288-9299, FAX: No Fax, E-MAIL: dbabis@lddi-tampa.com Location: Atlas Page: 300A Zoning District: C, Commercial. Request: Proposed Use: 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: Mark Parry, Planner III Attendees Included: The DRC reviewed this application with the following comments: General Engineering: 1 . No engineering comments. Environmental: No Comments Fire: No Comments Harbor Master: No Comments Legal: No Comments Land Resources: No Comments Landscaping: No Comments Parks and Recreation: No Comments Stormwater: No Comments Solid Waste: No Comments Traffic Engineering: No Comments Planning: No Comments Other: No Comments Notes Development Review Agenda - Thursday, May 5, 2005 - Page 29 • 'Clearwater Fax Cover Sheet 0 City of Clearwater Planning Department 100 S. Myrtle Ave., 2nd Floor Clearwater, FL 33756 Telephone: (727) 562-4567 Fax: (727) 562-4865 To: Lyman Davidson Dooley, Inc Fax: 813-288-8046 Phone: 813-288-9299 From: Sherry Watkins Date: 05/2/2005 Subject: DRC Comment & Meeting Time -11:20 AM Message: May 5, 2005 Your DRC meeting time is 11:20AM FL92005-04027 -520 Sky Harbor Drive -PC -1a00 S - 00 o O !E5 Number of pages including cover sheet ?? ? Kpr..sr Conditions Associated WitA FLS2005-04027 4 520 SKY HARBOR DR jit ' .era i Engineering Condition Steve Doherty 562-4576 04/22/2005 Prior to building permit: Not Met 1. Provide a letter of acknowledgement from the St. Petersburg Water Department shall be obtained to construct parking lot and utility facilites over 36" St. Petersburg water main located within the 50 w.m. easement prior to issuance of the building permit. 2. Final Plat for Clearwater Mall - Phase 1A shall be recorded with Pinellas County prior to the building permit being issued. 3. Water meter shall not be encased in sidewalk on Sky Harbor Drive side of property. General Note: DRC review is a prerequisite for Building Permit Review, additional comments may be forthcoming upon submittal of a Building Permit Application. Environmental Condition Heather Faessler 562-4897 04/22/2005 No Issues. Not Met Fire Condition Downes Blackburn 562-4327 xt 3025 04/26/2005 Provide minimum 28 ft turning radii for fire and emergency vehicle ingress and egress and at all Not Met turrns throughout the property where fire and emergency vehicles will be required to maneuver. Fire Department vehicles are 45 ft in length and non-articulating. Please respond PRIOR TO D.O. 04/26/2005 Where underground water mains, and hydrants are to be installed, they shall be installed, Not Met completed, and in service prior to construction as per NFPA-241.Please respond PRIOR TO D.O. 04/26/2005 All underground drainage grates/covers located in roadways or drive aisles must meet HS-20 Not Met specs to accommodate the weight (80,000 lbs.) demand of fire and emergency vehicles. Please respond PRIOR TO D.O. Landscape Site Triangle Cond Arden Dittmer 562-4604 04/26/2005 Landscape Plan does not show the sight triangles as described in Article 3, Division 9, revise the plan to show these triangles at all the street and driveway intersections. Landscape Site Triangle Plan Arden Dittmer 562-4604 04/26/2005 Per Section 3-1204.H. Plants in the sight triangles must be installed in accordance with the requirements in Article 3, Division 9 to minimize traffic hazards. Landscape 10% Interior Condi Arden Dittmer 562-4604 Not Met Not Met 04/26/2005 Per Section 3-1202.E.1 Code requires a minimum of 10% interior green space of gross vehicular Not Met use area or 12% of gross vehicular use area if parking spaces area greater than 110% of the required parking. Interior islands shall be designed so that in most cases no more than 10 parking spaces are provided in a row. Interior islands shall be a minimum of 150 sq. ft., and be 8 feet of green space from back of curb to back of curb. At the western access to this area there is an island to the north of the drive which could have interior landscape installed, follow the design in other islands here. Building Facade Landscape C Arden Dittmer 562-4604 04/26/2005 Per Section 3-1202.E.2. Foundation plantings shall be provided for 100% of a building facade with Not Met frontage along a street right of way, excluding space necessary for building ingress and egress, within a minimum five foot wide landscaped area composed of at least two accent trees (or palm equivalents) or three palms for every 40 linear feet of building facade and one shrub for every 20 square feet of required landscaped area. A minimum of 50% of the area shall contain shrubs with Print Date: 05/02/2005 CaseConditons Page 1 of 3 FLS2005-04027 520 SKY HARBOR DR Building Facade Landscape C Arden Dittmer 562-4604 the remainder to be ground cover. Specifically the larger building has no building facade landscape provided... adjust plans to include this landscape in order to soften the transition from parking to building. Landscape Arden Dittmer 562-4604 04/26/2005 In the "plant list" provided there is "HS" where in the plans they are indicated as "HR", please Not Met revise one or the other to match. 04/26/2005 The perimeter hedge is mainly Hibiscus, as this plant tends to freeze it is strongly recommended Not Met that a more durable hedge material is used for the majority. Splashes of color can be achieved with the hibiscus at the entrances and the intersections of the roadways or drives on the site. Revise plans and submit for review. Land Resource Condition Rick Albee 562-4741 05/02/2005 The Tree Inventory has been modified to reflect the tree decline due to construction impacts of Not Met Phase I. Show to be removed tree #155, 221 and 222. These trees will still be required to be replaced on an inch for inch replacement factor. Revise prior to D.O. 05/02/2005 Show the actual tree canopies on all civil plans, note, 1 foot radius for each 1 inch tree diameter. Not Met Revise prior to D.O. 05/02/2005 Relocate all water lines from under the canopies of all trees to be preserved. Revise prior to D.O. Not Met 05/02/2005 Relocate Grate Inlet #500 30 feet to the west to lessen impacts to tree # 224. Revise prior to D.O. Not Met 05/02/2005 Relocate Grate Inlet #501 60feet to the north, revise the direction of flow to the north and Not Met eliminate the pipe to the south. This will elimate the impact the tree #168 and 169. Revise prior to D.O. 05/02/2005 Create a new pipe from Grate Inlet #502 to 506. Revise prior to D.O. Not Met 05/02/2005 Show a north/south section at tree #168,205 and 183,185. Insure no grade cuts. Provide an Not Met aeration system. Revise prior to D.O. 05/02/2005 Remve the "Ribbon" tree barricade detail from all civil plans. Revise prior to Building Permit. Not Met Parks & Recs Condition Open Space impact fees are due prior to issueance of building permit or final plat (if applicable), Not Met whichever occurs first. These fees could be substantial and it is recommended that you contact Art Kader at 727-562-4824 to calculate the assessment. Storm Water Condition Elliot Shoberg 562-4748 04/22/2005 No issues. Not Met Solid Waste Condition How Many units? Not Met What type of usage is proposed? Dumpster enclosure off entrance needs to be re-aligned Traffic Eng Condition Bennett Elbo 562-4775 04/15/2005 1. Provide an accessible path from a building's accessible entrance to multiple buildings on site Not Met compliant with Florida Accessibility Code for Building Construction Chapter 11, Section 11-4.3.2. CaseConditons Print Date: 05/02/2005 Page 2 of 3 • FLS2005-04027 520 SKY HARBOR DR Traffic Eng Condition Bennett Elbo 562-4775 2. Show 20'x 20' sight visibility triangles at the driveways and access points. (City's Community Development Code, Section 3-904). 3. Provide a minimum 5 ft. concrete sidewalk along perimeter of property line. 4. Stop bar must be 4' behind edge of sidewalk. All of the above to be addressed prior to a D.O.. General note: Transportation Impact Fees to be determined and paid prior to a C.O.. Transportation Impact Fee credit from the Clearwater Mall does not apply to this out parcel. Zoning Condition Clarify what is going on at the northeast corner of the site - it appears that the corner is within the Not Met Gulf-to-Bay Boulevard (State Road) and Sky Harbor Drive (City Road) rights-of-way. An easement will probably be required by the State and the City; Provide a truck route through the site; Not Met All zoning comments to be addressed prior to issuance of a Development Order unless otherwise Not Met stated; Print Date: 05/02/2005 CaseConditons Page 3 of 3 Conditions Associated Witp PLT2005-00008 520 SKY HARBOR DR `- 4Tsk Engineering Condition Steve Doherty 04/22/2005 No engineering comments. 562-4576 Not Met Print Date: 05/02/2005 CaseConditons Page 1 of 1 n May. 02 2005 03:20PM YOUR LOGO CityOfClearwater-Plan Dept YOUR FAX NO. 727 562 4865 NO. OTHER.FACSIMILE START TIME USAGE TIME MODE PAGES RESULT 01 98132888046 May.02 03:18PM 02100 SND 05 OK TO TURN OFF REPORT, PRESS 'MENU' ##04. THEN SELECT OFF BY USING '+' OR FOR FAX ADVANTAGE ASSISTANCE, PLEASE CALL 1-800-HELP-FAX (435-7329). L Ca I / n s? 7 1 I u. 1 t a I I , a LZ? -a I I E.111 L2 / M DR '""" .-t '=ear v . '' r i Cleamater PREPARED BY PUBLIC WORKS ADMINISTRATION ENGINEERING/GIS 100 S. Myrtle Ave., Clearwater, FL 33756 Ph.: (727)562-4750, Fax: (727)526-4755 www.MyC[earwater.com D,sclwme:: ,.,. IT, w?e S RESIDENTIALDN 11 IS IE, City Owned Property Agreement to Annex Annexation - Deannexation Correction - Rezoning 4' i SUBNUMB-R( Referto Plat' I: BLOCK NUMBER ?J SUE PARCEL NUMBER 2,2\ PARCEL NUMBER IMBBI LANDSIOOK (COMMON OWNERSO PLATTED SUBDIV'S ON BOUNDARY COUNTY HIGHWAY STATE H'GHWAY U? HIGHWAY Outside City of Clearwater Zoning Atlas Mar 21, 2005 SW 114 of 17-29-16 300A DRC Meeting Date: Case Number: Agenda Time: Applicant: Representative Address: • • May 5, 5l L FL92005- 27 and PLT2005-00008 New Plan Excel Realty Trust, Inc. Mr. Deighton Babis 520 Sky Harbor Drive CITY OF CLEARWATER PLANNING DEPARTMENT STAFF REPORT GENERAL INFORMATION: REQUEST: Flexible Standard Development approval to reduce the front (north setback from 25 feet to 24.5 feet (to pavement) and reduce the side (north, east and west) setbacks from 10 feet to 9.5, zero and 3.5 feet (to pavement), respectively and an increase in height from 25 feet to 30 feet for architectural embellishments under the provisions of Section 2-703.R. EXISTING ZONING/ LAND USE: Commercial District (C)/Commercial General (CG) Classification PROPERTY USE: Current Use: Vacant (former City of Clearwater fire station) Proposed Use: Retail sales and service ADJACENT/ZONING LAND USES: North: Commercial and Institutional Districts /Retail sales and service, restaurant and utility/infrastructure facility West: Commercial and Institutional Districts /Retail sales and service East: Commercial and Institutional Districts /Restaurant South: Commercial District /Retail sales and service CHARACTER OF THE IMMEDIATE VICINITY: A variety of office, restaurant, retail and other non-residential uses dominate the immediate vicinity. Attached dwellings are located farther to the south and southeast. ANAr.VCrc- Site History: It is adjacent to and will operate as part of the larger 73.76-acre Clearwater Mall adjacent to the west. The Clearwater Mall site plan was approved as part of a Level One Flexible Standard Development application on May 20, 2002. The Clearwater Mall has been completely redeveloped. Part of the original approval provided for a land swap where the Clearwater Mall site S: (Planning DepartmenAC D BTlex Standard (FLS)Wending Casesl3 - Up for the Next DROSky Harbor 520 Clearwater Mall Phase H (C) MMSky Harbor 520 Staff Report.doc V would acquire the subject property, formally the site,of Fire Station #520, and provide property to be used for the new Fire Station #520. Site Location and Existing Conditions: The 2.417-acre site is located on the southwest corner of Gulf to Bay Boulevard and Sky Harbor Drive. The site is currently occupied by the former Fire Station #520. The site is access via two curb cuts along the east side of the site on sky Harbor Drive. Proposal: The proposal includes demolishing the existing building and all other structures on the site. Two, one-story buildings will be located on the site. A 2,000 square foot building will be located at the northeast corner of the site and a 13,497 square foot building will be located centrally on the south portion of the site. The site will be accessed via two driveways; one two-way driveway will be located centrally along the east side of the site along Sky Harbor Drive and second two-way driveway will be located centrally along the west side of the site and will provide cross access to the rest of the Clearwater Mall site. A total of 85 parking spaces will be provided where 77 spaces are required. The proposal includes the continuation of landscaping along all sides of the site to match the landscaping already in place on the Clearwater Mall site. The landscaping will be consistent with the intent of the Code and will include India hawthorn, plumbago, viburnum and magnolia, live oak and red cedar. The building will utilize a Mediterranean-influenced style of architectural style and will visually blend with the style incorporated in buildings on the rest of the Clearwater Mall site. The proposed materials will be stucco painted various earth tones with white accents and flat roofs. The decrease in the front (north) setback is to pavement only, constitutes a reduction of less than one foot and will not result in the reduction of any required landscape buffer. The reduction to the side (north, east and west) setbacks is also to pavement only. The setback reductions which will result in a reduction in the required landscape buffer will be along the west side of the site where the subject site will visually blend into the rest of the Clearwater Mall site and along an east property line. This property line is actually centrally located and is between the subject site and City of St. Petersburg pumping station (utility/infrastructure facility). The reductions in setbacks are negligible and will provide a more economically, viable project without a significant reduction in the quality of the site, building or landscape design. The increase in height is for an extended parapet wall along portions of the elevations of the larger of the two buildings. Parapet walls are permitted to extend up to 30 inches above the otherwise permitted height (25 feet). The proposed parapet wall will extend a total of five feet-two-inches above the otherwise permitted height of 25 feet. Solid waste service will be provided via two enclosed dumpsters with one located at the southeast corner of the site and the other located centrally on the site at the northeast corner of the larger of the two buildings. All stormwater requirements have been met with this proposal with the site. S: (Planning DepartmentlC D BWlex Standard (FLS)IPending Casesl3 - Up. for the Next DRCISky Harbor 520 Clearwater Mall Phase H (C) MTPISky Harbor 520 Staff Report.doc • The development as proposed is consistent with the Community Development Code as outlined below. CODE ENFORCEMENT ANALYSIS: There are no code enforcement issues. STANDARDS AND CRITERIA FOR COMMERCIAL DISTRICT (Section 2-701 and 702): Standard Proposed Consistent Inconsistent FAR (0.55) 0.15 X Impervious surface ratio (0.95) 0.62 X Lot area (10,000 square feet) 105,279 square feet x Lot width (100 feet) 323 feet x 30 feet - two-inches Height (25 feet) (an additional five X* feet from roof deck to top parapet wall) Parking spaces (five spaces per 1,000 square feet of gross floor area; 77 spaces) 85 spaces x 24.5 feet to pavement; 25 feet to Front Setback - 25 feet building x East: zero feet to pavement Side Setback -10 feet West: 3.5 feet to X* pavement North: 9.5 feet (to pavement Rear Setback - 20 feet N/A** N/A** N/A** * See analysis. ** The site is a corner lot and does not have a rear setback requirement. S:• Planning DepartmentlC D BlFlex Standard (FLS)IPending Cases13 - Up for the Next DRCISky Harbor 520 Clearwater Mall Phase !! (C) MMSky Harbor 520 Staff Report. doc 0 • I FLEXIBILITY CRITERIA FOR C DISTRICT RETAIL SALES AND SERVICE: (Section 2-703.R): Consistent Inconsistent 1. Lot size and width: The parcel proposed for development was an existing lot of less than 10,000 X square feet and was not in common ownership with any contiguous property on May 1, 1998. 2. Height: a. The increased height results in an improved site plan, landscaping areas in excess of the minimum required or improved design and appearance; X b. The increased height will not reduce the vertical component of the view from any contiguous residential property 3. Side and rear setback: a. The reduction in side and rear setback does not prevent access to the rear of any building by emergency vehicles; b. The reduction in side and rear setback results in an X improved site plan, more efficient parking or improved design and appearance; c. The reduction in side and rear setback does not reduce the amount of landscaped area otherwise required. 4. 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 X significant portions of the building will be used for storage or other non-parking demand-generating purposes. * See Staff Analysis GENERAL STANDARDS (Section 3-913): Consistent Inconsistent 1 Development of the land will be in harmony with the scale, bulk, coverage, density and character of X adjacent properties. S: (Planning Departmen6C D BTlex Standard (FLS)IPending Casesl3 - Up for the Next DROSky Harbor 520 Clearwater Mall Phase H (C) MMSky Harbor 520 Staff Report.doc • • s 2. Development will not hinder or discourage development and use of adjacent land and buildings X or significantly impair the value thereof. 3. Development will not adversely affect the health or safety of persons residing or working in the X neighborhood. 4. Development is designed to minimize traffic congestion. X 5. Development is consistent with the community character of the immediate vicinity. X 6. Design of the proposed development minimizes adverse effects, including visual, acoustic and olfactory and hours of operation impacts on adjacent X properties. SUMMARY AND RECOMMENDATION: The Development Review Committee reviewed the application and supporting materials on May 5, 2005. The Planning Department recommends APPROVAL of the Flexible Standard Development approval to reduce the front (north setback from 25 feet to 24.5 feet (to pavement) and reduce the side (north, east and west) setbacks from 10 feet to 9.5, zero and 3.5 feet (to pavement), respectively and an increase in height from 25 feet to 30 feet for architectural embellishments under the provisions of Section 2-703.R. based on the following recommended findings of fact, recommended conclusions of law and the conditions Recommended Findings of Fact: 1. Subject property is 105,279 square feet (2.417 acres) within the Commercial (C) District and the Commercial General (CG) FLUP category; 2. Applicant seeks relief from minimum front and side setbacks and maximum height requirements under Code provisions of Section 2-703.R; 3. The proposed, two-story buildings design and architectural style will visually blend with the rest of the Clearwater Mall site adjacent to the west with regard to architectural style, size and scale; 4. Proposed landscaping mitigates setback reductions and buffer adjacent uses. Recommended Conclusions of Law: 1. Staff finds the proposal compliant with the Flexible Standard Development criteria per Section 2-703.R. 1 through 4; 2. Staff further finds the proposal compliant with the standards of the General Applicability Criteria per Section 3-913. 1 through 6; therefore S: (Planning DepartmentlC D BTlex Standard (FLS)IPending CasesU - Up for the Next DRCISky Harbor 520 Clearwater Mall Phase lI (C) MTPISky Harbor 520 Staff*Report.doc • 3. Staff recommends Board approval of FLS2005-04027 based on the above-recommended findings of fact and conditions proposed. Conditions of Approval: 1. That the final design and color of the building be consistent with the conceptual elevations submitted to (or as modified by) Staff; 2. That a Transportation Impact Fee be paid, prior to the issuance of a Certificate of Occupancy; 3. That all signage meet the requirements of Code and be limited to attached signs on the canopies or attached directly to the building and be architecturally-integrated with the design of the building with regard to proportion, color, material and finish as part of a final sign package submitted to and approved by Staff prior to the issuance of any permits which includes: a) All signs fully dimensioned and coordinated in terms of including the same color and font style and size; and b) All signs be constructed of the highest quality materials which are coordinated with the colors, materials and architectural style of the building; and 4. That all proposed utilities (from the right-of-way to the proposed buildings) be placed underground and installation of conduit(s) along the entire length of the site's street frontage be completed prior to the issuance of the first certificate of occupancy. Prepared by: Planning Department Staff. Mark T. Parry, Consulting Planner 1 S:• Planning DepartmentlC D BWlex Standard (FGS)IPending Casesl3 - Up for the Next DROSky Harbor 520 Clearwater Mall Phase H (C) MMSky Harbor 520 Staf/ Report.doc • LONG RANGE PLANNL E DEVELOPMENT REVIEW J ? JUN 2 9 ?).135 c t? MU.,ICIPA? iS.E?R NE tG tic, '""1001) rIEAVICEc L i3'Y_..ot tf 1',IWAYE,, a LEARWATER P1.f11?11`i.tid DE P.R"rMENT OFFICE Box 4748, CLEARWATER, d LORIDA 33758-4748 BUILDING, 100 SOUTH MYRTLE AVENUE, CLEARWATEP., FLORIDA 33756 EPHONE (727) 562-4567 FAx (727) 562-4865 June 15, 2005 RE: NOTICE OF FILING OF AN APPLICATION FOR FLEXIBLE STANDARD DEVELOPMENT APPROVAL AT 520 SKY HARBOR DRIVE (FLS2005-04027) To Surrounding Property Owners: As a property owner within 200 feet of 520 Sky Harbor, the City of Clearwater Planning Department gives notice that an application for Flexible Standard Development to reduce the front (north setback from 25 feet to 24.5 feet (to pavement), reduce the front (east) setback from 25 feet to 15 feet (to pavement) and reduce the side (north, east and west) setbacks from 10 feet to 9.5, zero and 3.5 feet (to pavement), respectively and an increase in height from 25 feet to 30 feet for architectural embellishments under the provisions of Section 2-703.R has been filed for that property. This differs from the previous notice dated April 13, 2005 in that an additional setback reduction along the front (east) property line has been added. That additional request proposes to reduce the front (east) setback from 25 feet to 15 feet to pavement (for the provision of 13 parking spaces On May 5, 2005, the Development Review Committee (composed of the City's professional staff) will review and determine whether the application demonstrates compliance the City's Community Development Code. Following that review and determination, the Planning Director will issue a Development Order approving, approving with conditions or denying the application. The City encourages you to participate in the review process of this application. You may contact me by telephone at 727-562-4558 or by email at mark.parry(a)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. 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 (July 13, 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. Please do not hesitate to contact me should you have any questions. You may access our Planning Department through the City's website: www.myclearwater.com. Sincerely, Mark T. Parry ; Consulting Planner S: (Planning DepartmentIC D BIFlex Standard (FLS) Wending Cases 13 - Up for the Next DRCISky Harbor 520 Clearwater Mall Phase II (C) MTPISky Harbor 520 NotifcationLetter.doc FRANK HIBBARD, MAYOR BILL jolvsoN:, VICE-MAYOR j0KN DORAN, COUN'CILMEMBER HOYT HAMILTON, C0IINCIG\1Eipf13ER ! CAREEN A. PETERSEN-, COUNCIIME:MBE.R "FQUAL EMPLOYMENT AND APFIRMA' M? ACTION EMPLOY?.R" 0 0 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) 562-4865 LONG RANGE PLANNING DEVELOPMENT REVIEW June 15, 2005 RE: NOTICE OF FILING OF AN APPLICATION FOR FLEXIBLE STANDARD DEVELOPMENT APPROVAL AT 520 SKY HARBOR DRIVE (FLS2005-04027) To Surrounding Property Owners: As a property owner within 200 feet of 520 Sky Harbor, the City of Clearwater Planning Department gives notice that an application for Flexible Standard Development to reduce the front (north setback from 25 feet to 24.5 feet (to pavement), reduce the front (east) setback from 25 feet to 15 feet (to pavement) and reduce the side (north, east and west) setbacks from 10 feet to 9.5, zero and 3.5 feet (to pavement), respectively and an increase in height from 25 feet to 30 feet for architectural embellishments under the provisions of Section 2-703.R has been filed for that property. This differs from the previous notice dated April 13, 2005 in that an additional setback reduction along the front (east) property line has been added. That additional request proposes to reduce the front (east) setback from 25 feet to 15 feet to pavement (for the provision of 13 parking spaces On May 5, 2005, the Development Review Committee (composed of the City's professional staff) will review and determine whether the application demonstrates compliance the City's Community Development Code. Following that review and determination, the Planning Director will issue a Development Order approving, approving with conditions or denying the application. The City encourages you to participate in the review process of this application. You may contact me by telephone at 727-562-4558 or by email at mark.parry((@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. 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 (July 13, 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. Please do not hesitate to contact me should you have any questions. You may access our Planning Department through the City's website: www.myclearwater.com. Sincerely, Mark T. Parry Consulting Planner S: (Planning Department)C D BTlex Standard (FLS) (Pending Casesl3 - Up for the Next DRCISky Harbor 520 Clearwater Mall Phase H(Q MTPISky Harbor 520 NotificationLetter.doc FRANK HIBBARD, MAYOR BILL JONSON, VICE-MAYOR JOHN DORAN, COUNCIIAIEMBER HOYT HAMILTON, COUNCIIMEMBER ® CARLEN A. PETERSEN, COUNCILMEMBER "EQUAL EMPLOYMENT AND AFFIRMATIVE Ac-nON EMPI.OYI:R" e 7/.19.'Z 7 CLEARWATER MALL PO BOX 4900 SCOTTSDALE AZ 85261 - CLEARWATER MALL PO BOX 4900 SCOTTSDALE AZ 85261 - CLEARWATER MALL PO BOX 4900 SCOTTSDALE AZ 85261 - TARGET CORP 1000 NICOLLET MALL TPN-12J MINNEAPOLIS MN 55403 - 2467 WARD, MAE C THE 585 SKY HARBOR DR # 138 CLEARWATER FL 33759 - 3905 BLASKO, NANCY J 585 SKY HARBOR DR # 143 CLEARWATER FL 33759 - 3947 DOMZALSKI, ROBERT 2975 GULF TO BAY BLVD CLEARWATER FL 33759 - 4238 BROUN, WILLIAM 585 SKY HARBOR DR # 231 CLEARWATER FL 33759 - 3948 WILKINSON, MARGARET L 585 SKY HARBOR DR # 328 CLEARWATER FL 33759 - 3907 • U S RESTAURANT PROP 12240 INWOOD RD STE 300 DALLAS TX 75244 - 8039 FL DEPT OF TRANS 11201 N MCKINLEY DR TAMPA FL 33612 - 6456 GMRIINC 5900 LAKE ELLENOR DR ORLANDO FL 32809 - 4634 LA FORGE, RUTH J 585 SKY HARBOR DR # 140 CLEARWATER FL 33759 - 3905 COUNTS, CHARLES V COUNTS, PATRICIA 585 SKY HARBOR DR #226 CLEARWATER FL 33759 - 3906 ANDERSEN, MARIA INGRID 585 SKY HARBOR DR # 229 CLEARWATER FL 33759 - EVANS, ROBERT C EVANS, VERNELL L 585 SKY HARBOR DR # 326 CLEARWATER FL 33759 - 3907 GORDON, CONSTANCE L 585 SKY HARBOR DR # 329 CLEARWATER FL 33759 - 3949 //-I/ rp • U S RESTAURANT PROP 12240 INWOOD RD STE 300 DALLAS TX 75244 - 8039 FL DEPT OF TRANS 11201 N MCKINLEY DR TAMPA FL 33612 - 6456 WACHOVIA BANK 1500 S DALE MABRY HWY MAIL CODE FL 4075 TAMPA FL 33629 - 5809 ST PETERSBURG, CITY OF PO BOX 2842 ST PETERSBURG FL 33731 - 2842 MC DONALD, ELMER MC DONALD, BONNIE 1385 S ROBIN WAY RUSHVILLE IN 46173 - 8511 FERNANDES, ABEL FERNANDES, VIRGINIA A 585 SKY HARBOR DR # 227 CLEARWATER FL 33759 - 3948 BEJMA, RALPH BEJMA, FRANCES 585 SKY HARBOR DR # 230 CLEARWATER FL 33759 - 3906 LLOYD, GRIFFITH LLOYD, HILDA J 585 SKY HARBOR DR # 327 CLEARWATER FL 33759 - 3949 MC CARTHY, GWENDOLYN C STEPHENS, JERRY W 585 SKY HARBOR DR # 330 CLEARWATER FL 33759 - 3907 ROYSON, FLORENCE K THE NICHOLS, FLORENCE FOSTER, LORA M 585 SKY HARBOR DR # 331 585 SKY HARBOR DR # 424 585 SKY HARBOR DR # 426 CLEARWATER FL 33759 - 4924 CLEARWATER FL 33759 - 3908 CLEARWATER FL 33759 - 3908 BELCASTRO, GRACE 585 SKY HARBOR DR # 427 CLEARWATER FL 33759 - 3900 JOHNSON, MERLE JOHNSON, GERALDINE 585 SKY HARBOR DR # 430 CLEARWATER FL 33759 - 3908 SEVILLE R O ASSN INC 2650 PEARCE DR STE 301 CLEARWATER FL 33764 - 1133 OLSEN, CAROL A 585 SKY HARBOR DR # 428 CLEARWATER FL 33759 - 3908 CARROLL, JOHN B CARROLL, ROSEMARY 585 SKY HARBOR DR # 431 CLEARWATER FL 33759 - 3900 MATCHETT, KENNETH N MATCHETT, BARBARA R 585 SKY HARBOR DR # 429 CLEARWATER FL 33759 - 3900 CURRY, EDWARD IVAN CURRY, MAUREEN EVELYN 585 SKY HARBOR DR # 432 CLEARWATER FL 33759 - 3908 0 . 0 LONG RANGE PLANNING DEVELOPMENT REVIEW 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 20, 2005 RE: NOTICE OF FILING OF AN APPLICATION FOR FLEXIBLE STANDARD DEVELOPMENT APPROVAL AT 520 SKY HARBOR DRIVE (FLS2005-04027) To Surrounding Property Owners: As a property owner within 200 feet of 520 Sky Harbor Dr., the City of Clearwater Planning Department gives notice that an application for Flexible Standard Development to reduce the front (north setback from 25 feet to 24.5 feet (to pavement) and reduce the side (north, east and west) setbacks from 10 feet to 9.5, zero and 3.5 feet (to pavement), respectively and an increase in height from 25 feet to 30 feet for architectural embellishments under the provisions of Section 2-703.R has been filed for that property. On May 5, 2005, the Development Review Committee (composed of the City's professional staff) will review and determine whether the application demonstrates compliance the City's Community Development Code. Following that review and determination, the Planning Director will issue a Development Order approving, approving with conditions or denying the application. The City encourages you to participate in the review process of this application. You may contact me by telephone at 727-562-4558 or by email at mark.parry(a)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. 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 (May 5, 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. Please do not hesitate to contact me should you have any questions. You may access our Planning Department through the City's website: www.myclearwater.com. Sincerely, Mark T. Parry Consulting Planner S: IPlanning DepartmentlC D BlFlex Standard (FLS)IPending Cases13 - Up for the Next DRCISky Harbor 520 Clearwater Mall Phase II (C) MTPISky Harbor 520 NotificationLetter REVISED.doc BRIAN J. AUNGST, MAYOR FRANK HIBBARD, VICE MAYOR HOYC HA.MII.CON, COUNCILNIBIBER BILL JONSON, COUNCILMEMBER ® CARLEN A. PETERSEN, COUNCILIMBIBER "EQUAL EMPLOYMENT AND AFFIRMATIVE AC-I'ION EMPLOYER" ?" LSac -0140QL-1 .5°)? 0 ? 4?n , MALL 0 U S RESTAURANT PROP i U S RESTAURANT PROP CLEARWATER PO BOX 4900 12240 INWOOD RD STE 300 12240 INWOOD RD STE 300 SCOTTSDALE AZ 85261 - DALLAS TX 75244 - 8039 DALLAS TX 75244 - 8039 CLEARWATER MALL PO BOX 4900 SCOTTSDALE AZ 85261 - FL DEPT OF TRANS 11201 N MCKINLEY DR TAMPA FL 33612 - 6456 FL DEPT OF TRANS 11201 N MCKINLEY DR TAMPA FL 33612 - 6456 CLEARWATER MALL PO BOX 4900 SCOTTSDALE AZ 85261 - TARGET CORP 1000 NICOLLET MALL TPN-12J MINNEAPOLIS MN 55403 - 2467 WARD, MAE C THE 585 SKY HARBOR DR # 138 CLEARWATER FL 33759 - 3905 BLASKO,NANCYJ 585 SKY HARBOR DR # 143 CLEARWATER FL 33759 - 3947 DOMZALSKI, ROBERT 2975 GULF TO BAY BLVD CLEARWATER FL 33759 - 4238 BROUN, WILLIAM 585 SKY HARBOR DR # 231 CLEARWATER FL 33759 - 3948 WILKINSON, MARGARET L 585 SKY HARBOR DR # 328 CLEARWATER FL 33759 - 3907 GMRIINC 5900 LAKE ELLENOR DR ORLANDO FL 32809 - 4634 CLEARWATER, CITY OF PO BOX 4748 CLEARWATER FL 33758 - 4748 LA FORGE, RUTH J 585 SKY HARBOR DR # 140 CLEARWATER FL 33759 - 3905 COUNTS, CHARLES V COUNTS, PATRICIA 585 SKY HARBOR DR #226 CLEARWATER FL 33759 - 3906 ANDERSEN, MARIA INGRID 585 SKY HARBOR DR # 229 CLEARWATER FL 33759 - EVANS, ROBERT C EVANS, VERNELL L 585 SKY HARBOR DR # 326 CLEARWATER FL 33759 - 3907 GORDON, CONSTANCE L 585 SKY HARBOR DR # 329 CLEARWATER FL 33759 - 3949 WACHOVIA BANK 1500 S DALE MABRY HWY MAIL CODE FL 4075 TAMPA FL 33629 - 5809 ST PETERSBURG, CITY OF PO BOX 2842 ST PETERSBURG FL 33731 - 2842 MC DONALD, ELMER MC DONALD, BONNIE 1385 S ROBIN WAY RUSHVILLE IN 46173 - 8511 FERNANDES, ABEL FERNANDES, VIRGINIA A 585 SKY HARBOR DR # 227 CLEARWATER FL 33759 - 3948 BEJMA, RALPH BEJMA, FRANCES 585 SKY HARBOR DR # 230 CLEARWATER FL 33759 - 3906 LLOYD, GRIFFITH LLOYD, HILDA J 585 SKY HARBOR DR # 327 CLEARWATER FL 33759 - 3949 MC CARTHY, GWENDOLYN C STEPHENS, JERRY W 585 SKY HARBOR DR # 330 CLEARWATER FL 33759 - 3907 ROYSON, FLORENCE K THE NICHOLS, FLORENCE FOSTER, LORA M 585 SKY HARBOR DR # 331 585 SKY HARBOR DR # 424 585 SKY HARBOR DR # 426 CLEARWATER FL 33759 - 4924 CLEARWATER FL 33759 - 3908 CLEARWATER FL 33759 - 3908 BELCASTRO, GRACE 585 SKY HARBOR DR # 427 CLEARWATER FL 33759 - 3900 JOHNSON, MERLE JOHNSON, GERALDINE 585 SKY HARBOR DR # 430 CLEARWATER FL 33759 - 3908 SEVILLE R O ASSN INC 2650 PEARCE DR STE 301 CLEARWATER FL 33764 - 1 133 OLSEN, CAROL A 585 SKY HARBOR DR # 428 CLEARWATER FL 33759 - 3908 CARROLL, JOHN B CARROLL, ROSEMARY 585 SKY HARBOR DR # 431 CLEARWATER FL 33759 - 3900 • MATCHETT, KENNETH N MATCHETT, BARBARA R 585 SKY HARBOR DR # 429 CLEARWATER FL 33759 - 3900 CURRY, EDWARD IVAN CURRY, MAUREEN EVELYN 585 SKY HARBOR DR # 432 CLEARWATER FL 33759 - 3908 • LONG RANGE PLANNING DEVELOPMENT REVIEW CITY OF C LEARWAT E 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 April 13, 2005 RE: NOTICE OF FILING OF AN APPLICATION FOR FLEXIBLE STANDARD DEVELOPMENT APPROVAL AT 520 SKY HARBOR DRIVE (FLS2005-04027) To Surrounding Property Owners: As a property owner within 200 feet of 639/635 Cleveland Street, the City of Clearwater Planning Department gives notice that an application for Flexible Standard Development to reduce the front (north setback from 25 feet to 24.5 feet (to pavement) and reduce the side (north, east and west) setbacks from 10 feet to 9.5, zero and 3.5 feet (to pavement), respectively and an increase in height from 25 feet to 30 feet for architectural embellishments under the provisions of Section 2-703.R has been filed for that property. On May 5, 2005, the Development Review Committee (composed of the City's professional staff) will review and determine whether the application demonstrates compliance the City's Community Development Code. Following that review and determination, the Planning Director will issue a Development Order approving, approving with conditions or denying the application. The City encourages you to participate in the review process of this application. You may contact me by telephone at 727-562-4558 or by email at mark.pan@,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. 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 (May 5, 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. Please do not hesitate to contact me should you have any questions. You may access our Planning Department through the City's website: www.myclearwater.com. Sincerely, Mark T. Parry Consulting Planner S: (Planning DepartmentlC D BlFlex Standard (FLS) (Pending CasesU - Up for the Next DRCISky Harbor 520 Clearwater Mall Phase II (C) MTPISky Harbor 520 NotificationLetter. doe BRIAN J. AUNGST, MAYOR FRANK HIBBARD, VICE MAYOR HOPI' FIAs,N11UI'ON, COI,NCILNIBIBER BILL JONSON, COUNCILMEMBER ® CARLEN A. PETERSEN, COUNCILMEMBER "EQUAL EMPLOYMENT AND AFFIRMATIVE ACTION EMPLOYER Tr9smi ssion Report Date/Time Local ID Local Name Company Logo This document was confirmed. (reduced sample and details beIoW) Document Size Letter-S FAX MESSAGE CITY OF CLEARWATER PLANNING DEPARTMENT MUNICIPAL SERVICES BUILDING PLANNING DEPARTMENT 100 S MYRTLE AVE. P O BOX 4748 CLEARWATER, FL 337554748 OFFICE PHONE - (M 5624567 ' FAX PHONE - (727) 5624576 TO: Deiehton Babis : Lyman Davidson Dooley, Inc. FAX #. 813.288.8046 FROM: Mark T.Percy.PlamtimDepartment City ofCleenvater DATE: Wednesday. Anvil 13.2005 MESSAGE: Deighton, The application in compl te. Please give me a call or drop a line if you have any questions, no attached oomplete letter has been emailed end mailed to you Should you have any questions, please do not hesitate in contacting me dimctly at 727.562.4558. NUMBER OF PAGES (INCLUDING THIS PAGE): Two (2) Total Pages Scanned 2 Total Pages Confirmed : 2 4-13-05; 1:40PM 7275624796 No. Doc Remote Station Start Time Duration Pages Mode Comments Results 1 256 98132888046 4-13-05; 1:39PM 32" 2/ 2 EC CP 24.0 Notes . EC: Error Correct BC: Broadcast Send CP: Completed HS: Host Scan F: RE: Resend PD: Polled by Remote MP: Multi-Poll PG: Polling a Remote RM: Receive to Memory DR: Document Removed HP: Host Print FO: Forced output Host Fax HR: Host Receive FM: Forward Mailbox Doc MB: Receive to Mailbox PI: Power Interruption TM: Terminated by user WT: Waiting Transfer WS: Waiting Send FAX MESSAGE • CITY OF CLEARWATER PLANNING DEPARTMENT MUNICIPAL SERVICES BUILDING PLANNING DEPARTMENT 100 S MYRTLE AVE. P O BOX 4748 CLEARWATER, FL 33758-4748 OFFICE PHONE - (727) 562-4567 FAX PHONE - (727) 562-4576 TO: Deighton Babis ; Lyman Davidson Dooley, Inc. FAX #: 813.288.8046 FROM: Mark T. Parry, Planning Department, City of Clearwater DATE: Wednesday, April 13, 2005 MESSAGE: Deighton, The application in complete. Please give me a call or drop a line if you have any questions. The attached complete letter has been emailed and mailed to you. Should you have any questions, please do not hesitate in contacting me directly at 727.562.4558. NUMBER OF PAGES (INCLUDING THIS PAGE): Two (2) C ITY OF C LEARWAT E R PLANNING DEPARTMENT POST OFFICE BOX 4748, CLEARWATER, FLORIDA 33758-4748 MUNICIPAL SERVICES BUILDING, loo SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 562-4567 FAX (727) 562-4576 LONG RANGE PLANNING DEVELOPMENT REVIEW April 13, 2005 Mr. Deighton Babis Lyman Davidson Dooley, Inc. 5201 West Kennedy Boulevard, Suite 501 Tampa, FL 33609 RE: Application for Flexible Standard Development approval to reduce the front (north setback from 25 feet to 24.5 feet (to pavement) and reduce the side (north, east and west) setbacks from 10 feet to 9.5, zero and 3.5 feet (to pavement), respectively and an increase in height from 25 feet to 30 feet for architectural embellishments under the provisions of Section 2- 703.R. Dear Mr. Babis: The Planning staff has reviewed your application for' Flexible Standard Development and determined that the application is complete. The application has been entered into the Department's filing system and assigned the case number: FLS2005-04027. The Development Review Committee (DRC) will review the application for sufficiency on May 5, 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 Sherrie 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 client must be present to answer any questions that the DRC may have regarding your application. If you have any questions, please do not hesitate to call me at 727-562-4558 or email at mark.Rarry(a)myclearwater.com. Sincerely yours Mark T. Parry Consulting Planner S: IPlanning DepartmentlC D BIFlex Standard (FLS) Wending Cases13 - Up for the Next DRCISky Harbor 520 Clearwater Mall Phase 11(C) MTPISkv Ha b?r 520 co rmlete.doc f4 Jr. UNGS'I', YOR FRANK HIBBARD, VICE MAYOR HOYr HAWLTON, COUNCILDIEMBER BILL JONSON, COUNCILMEMBER ® CARLEN A. PETERSEN, COUNCILMEMBER "EQUAL EmPLOYMENT AND AFFIRMATIVE Act-ION EMPLOYER" Tre)smi ssion Report Date/Time Local ID Local Name Company Logo This document was confirmed. (reduced sample and details below) Document Size Letter-S FAR MESSAGE CITY OF CLEARWATER PLANNING DEPARTMENT MUNICIPAL SERVICES BUILDING PLANNING DEPARTMENT 100 S MYRTLE AVE. POBOX 4748 CLEARWATER, FL 33758-4749 _ OFFICE PHONE - (727) 562-4567 FAX PHONE - (727) 5624576 TO: Deiehtoa Bali LLyman Davidson Dooley, Inc- FAX P. 813.286.8046 FROM: Mark T_ Parry. Planning Department. City of Clearwater DATE: Tuesday. Anri105. 2005 MHSSAOE: Dtighton, The application is missing a few things and is ttchnkally incomplete. I'd 10m to work with you to make the application complete by April 11, 2005 (noon). Please give me a call or drop a line if you have airy questions. The attached incomplete letter has been emailed and mailed to you. Should you have any questions, Please do not hesitate in contacting me directly at 727.562.4558. NUMBER OF PAGES (INCLUDING THIS PAGE): Two (2) Total Pages Scanned : 2 Total Pages Confirmed 2 4- 5-05;12:10PM 7275624796 No. Doc Remote Station Start Time Duration Pages Mode Comments Results 1 234 98132888046 4- 5-05;12:09PM 32" 2/ 2 EC CP 24.0 Notes . EC: Error Correct RE: Resend PD: Polled by Remote BC: Broadcast Send MP: Multi-Poll PG: Polling a Remote CP: Completed RM: Receive to Memory DR: Document Removed HS: Host Scan HP: Host Print FO: Forced Output HF: Host Fax HR: Host Receive FM: Forward Mailbox Doc MS: Receive to Mailbox PI: Power Interruption TM: Terminated by user WT: Waiting Transfer WS: Waiting Send • FAX MESSAGE • CITY OF CLEARWATER PLANNING DEPARTMENT MUNICIPAL SERVICES BUILDING PLANNING DEPARTMENT 100 S MYRTLE AVE. P O BOX 4748 CLEARWATER, FL 33758-4748 OFFICE PHONE - (727) 562-4567 FAX PHONE - (727) 562-4576 TO: Deighton Babis ; Lyman Davidson Dooley, Inc. FAX #: 813.288.8046 FROM: Mark T. Parry, Planning Department, City of Clearwater DATE: Tuesday, April 05, 2005 MESSAGE: Poo r;= Deighton, The application is missing a few things and is technically incomplete. I'd like to work with you to make the application complete by April 11, 2005 (noon). Please give me a call or drop a line if you have any questions. The attached incomplete letter has been emailed and mailed to you. Should you have any questions, please do not hesitate in contacting me directly at 727.562.4558. NUMBER OF PAGES (INCLUDING THIS PAGE): Two (2) r rr. j,? ? CITY OF C LEARWATE R 'x = PLANNING DEPARTMENT POST OFFICE BOX 4748, CLEARWATER, FLORIDA 33758-4748 ??rss?? MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 562-4567 FAX (727) 562-4576 LONG RANGE PLANNING DEVELOPMENT REVIEW April 5, 2005 Mr. Deighton Babis Lyman Davidson Dooley, Inc. 5201 West Kennedy Boulevard, Suite 501 Tampa, FL 33609 RE: Application for Flexible Standard Development approval to reduce the front (north setback from 25 feet to 24.5 feet (to pavement) and reduce the side (north, east and west) setbacks from 10 feet to 9.5, zero and 3.5 feet (to pavement), respectively and an increase in height from 25 feet to 30 feet for architectural embellishments under the provisions of Section 2- 703.R. Dear Mr. Babis: The Planning staff has reviewed your application for Flexible Standard Development and determined that the application is incomplete. The appli La peen entered into the Department's filing system and assigned the case number: FL - F. The following items are required to be submitted on or before noon of April 11, 2005 in order to be placed on the next DRC agenda (May 5, 2005): 1. Preliminary Plat application and $600 application fee; and 2. Finished floor elevations on the grading and drainage plan. If you have any questions, please do not hesitate to call me at 727-562-4558 or email at markparryna myclearwatencom. Sincerely yours, Mark T. Parry Consulting Planner S: (Planning DepartmentlC D BTlex Standard (FLS)IPending Cases13 - Up for the Next DRCISky Harbor 520 Clearwater Mall Phase // (C) WMAy Harbor 520 complete.doc BRIAN J. AUNGST, MAYOR FRANK HIBBARI), VICE MAYOR HOYC 1-Ab11LTON, COUNCI[ MEMBER BILL JONSON, COL!NCILMEMBER CARLEN A. PETERSEN, COUNCILMEMBER "EQUAL EMPLOYMENT AND AFFIRMATIVE ACTION EMPLOYER" CLEARWATER MALL PHASE 2 STATE ROAD 60 AND SKY HARBOR DRIVE CITY OF CLEARWATER CONSTRUCTION NOTES: -? 1. ALL MATERIALS AND CONSTRUCIXIN SHALL BE IN ACCORDANCE WIN THE MORE STRINGENT TECHNICAL SPECIFICATIONS AS FOUND IN THE STANDARD SPECIFICATIONS OF THE CITY OF CLEARWATER OR THE CONTRACT DOCUMENTS AS PREPARED BY FLORIDA DESIGN CONSULTANTS, INC. SPECIFICALLY FOR THIS PROJECT. 2. THE JURISDICTIONAL AGENCY FOR THIS PROJECT IS THE CITY OF CLEARWATER. 3. ELEVATIONS ARE BASED UPON A PRIOR FLORIDA DESIGN CONSULTANTS, INC. PRO'ECT DTLED 'GATEWAY TO CLEARWATER BEACH' PROJECT, JOB NUMBER 231-01, LAST DATE OF FIELD WORK 1/M/1999, MORE SPECIFICALLY CITY OF CLEARWATER BENCH MARKS. CONTROL BENCH MARKS USED ARE DESIGNATED 'DE-2', FOUND 6' DIAMETER CONCRETE MONUMENT WIN CITY OF CLEARWATER BRASS DISK. STAMPED 'DE-2', ELEVATION - 5.624' AND 'DE-3' FOUND CLEARWATER BRASS DISK IN CONCRETE SIDEWALK, STAMPED 'DE-3', ELEVATION = 5.449'. CITY OF CLEARWATER BENCH MARKS NOTE: 'AIL Datum Boxd m U.S. Amy Cory' of E,?e Brow Disk 010 411 MLS EDO 84-1934 AIL 19 ? Stercmon C,x ENV. 10.417' 4. Tiff LOCATION OF EXISTING UTILITIES ARE APPROXIMATE AS SHOWN ON THE PLANS AND IT IS THE CONTRACTORS RESPONSBIUTY TO DETERMINE THE EXACT LOCATION OF THE UTILITIES PRIOR TO CONSTRUCTION IN THEIR VICINITY. 5 THE CONTRACTOR SHALL USE APPROPRIATE MEASURES TO PREVENT EROSION AND TRANSPORT OF SEDIMENT MATERIAL TO INLETS, SURFACE DRAINS. LAKES AND WEILAND AREAS THE CONTRACTOR SHALL USE STRAW BALES, SILT BARRIERS OR OTHER APPROPRIATE MEASURES TO MITIGATE ADVERSE IMPACTS TO EXISTING SURFACE WATER QUALITY. 6. THE CONTRACTOR IS TO CONTROL ALL FUQDVE DUST ORIGINATING ON THE PROJECT BY WATERING OR DINER METHODS AS REQUIRED. 7. NO DE13RIS SHALL BE ALLOWED TO ENTER THE EXISTING SANITARY AND STORM SYSTEMS 8. AflCHITECTURAL INFORMATION TO BE VERIFIED NTH THE OWNER. 9. BACIffLOW PREVENTION DEVICES MUST BE PRE-APPROVED BY THE CITY. 10. THE SITE IS LOCATED WITHIN FLOOD ZONE X, ACCORDING TO FLOOD INSURANCE RATE MAP - PANEL 17 OF 23, COMMUNITY - PANEL NUMBER 125096 0017 0. MAP REMSEO: AUGUST 19,1991. 11. SITE LIGHTING SHALL BE PROVIDED IN COMPLIANCE WTH CITY OF CLEARWATER CODE REOUIREMENTS. ALL SITE LIGHTING TO BE DIRECTED DOWNWARD AND AWAY FROM RESIDENTIAL AREAS 12. IRRIGATION PLANS TO BE SUBMITTED WITH THE LANDSCAPE PLANS. SITE PLAN INDEX SHEEI 11F1 LE SHEET TITLE 1 COVER SHEET 2 B OSTNG CONDRiONS)DEMOURON PLAN .4 SITE PLAN 4 STORIAWATER POLLUTION PREVENTION PLAN AND CSWMP 5 PAVINQ GRADING AND DRAINAGE PLAN 8 UTLJ TY PLAN 7-8 PAVNQ GRADING AND DRAINAGE DETAILS 9-10 URlTY DETAILS ITE DATA TABLE i OWNER/DEVELOPER NEW PLAN EXCEL REALTY TRUST 9101 INTERNATIONAL DRIVE, SUITE 1600 ORLANDO, FLORIDA 32019 (4071 264-9950 VOICE/14071 264-2905 FAX ARCHITECT: LYMAN DAVIDSON DOO.EY, INC. 5201 W. KENNEDY BLVD. TAMPA, FLORIDA 33609 (813) 280-9299 PHONE (813) 288-8046 FAX LANDSCAPE ARCHITECT: ANDERSON -LESNI AK 4326 EL PRADO BLVD. TANPA, FLORIDA 33629 (813) 831-9595 VOICE/(813) 831-5405 FAX CIVIL ENGINEER: FLOR I OA DESIGN CONSULTANTS, INC. 3030 STARKEY BOULEVARD NEW PORT RICHEY, FLORIDA 34655 (727) 849-7588 VOICE/(727) 848-3640 FAX LAND SURVEYOR: FLORIDA DESIGN CONSULTANTS, INC. 3030 STARKEY BOULEVARD NEW PORT RICHEY, FLORIDA 34655 (727) 649.7588 VOICE/(727) 840-364e FAX SECTION 17, TOWNSHIP 29 S, RANGE 15 E PINELLAS COUNTY, FLORIDA PREPARED FOR, LYMAN DAVIDSON DOOLEY, INC. 5201 KENNEDY BLVD., W TAMPA, FLORIDA 33609 TEL# (813) 288-9299 FAX# (813) 288-8046 PREPARED BY1 FLORIDA DESIGN CONSULTANTS, INC ENGINEERS, ENVIRONMENTALISTS, SURVEYORS 8 PLANNERS 3030 STARKEY BOULEVARD, NEW PORT RICHEY, FL. 34655 Tell (727) 849-7588 Fox. (727) 848-3648 ZONING DISTRICT C C N/A USE Commcro 0--id LOT AREA (AC) 2-42 AC 2.42 AC MIN LOT SIZE (SF) 105,281 SF 105,281 SF 3500 - 10.000 SF LOT WIDTH 323' 323 35 - 100 FT IMPERMEABLE .35 .62 .95 SURFACE RATIO BUILDINGS (SF.) 9,466 SF 15,497 SF F.A.R. F.AR:.09 F.A.R.-.15 .55 SETBACKS (Bu6dVge) (19A) (198) front 65 FT 83.5 FT(E) 25 FT (E) 25 FT Side 104 FT 77 FT(N) 25 FT(N) 0-10 FT Rem 95 FT 110 FT(W) 57 FT(W) 10-20 FT SETBACKS (Othe St-w -) Front 18 FT 25.6 FT(E) 25 FT(E) 25 FT Sid. 9 FT 3.5 FT(W) 24.5 FT(N) 0-10 FT Rear 86 FT 9.5 FT(N) 11.0 FT(W) 10-20 FT NDGNT JS FT 35 FT(MAX) 35 FT(MAX) 25-35 R PAVED VEHICULAR 0.59 AC 1.07 AC N/A USE AREAS, WA 25,848 SF 46.772 S" PARKING LOT INTERIOR LANDSCAPING (St 4 S of Paved N/A 19.948 ST vehc'j" use area) 43X 12% of WA PARKING TOTAL 36 SP 05 SP 62-78 SP RATIO 3.8 S5 4-S/1000 H/C SPACES 2 3 3 -BASED ON FLEXIBLE STANDARD DEVELOPMENT CRITERIA, LEVEL 1. CONSTRUCTION SHALL CONFORM TOAiiE?MyO ZT)ANDARD INDEXES AND SUBDIVISION REGULATIONS (OR SITE DEVELOPMENT REGULATIONS) OF THE LAND MT-CO T )r I' I Fd 1 MAR r PLAtw;, f j ?VCS1 4 OBBNNO..2°°589 -258 l (`. ? R EPN 27 Y 8 a B 8 0 VI,,UHICi:1:V13 VAULT rl>, 3)- oNtu -., 0S0O'2l'26-W(C.F) 1O.W(C,F) w'4 11.0 1 I C UVa W. I N?o N I/ a 0 -- - ?a 5 &_A 9 t:t 7762'(C N N89'46'01(P) N89.44'12 C,F) 106.42'(C) GULF-TO-BAY BLVD (SR 60) 101,42'(F) # 106.40'(P) STOP / )1 I ? in L m -THIS AREA- NOT INCLUDED CITY OF ST. PETERSBURG PUMPING STATION r ?! t 1 u e° of z` Y° I 40 2.000 SF e 2 37 - 1140, Ii _ n.0 _ `WHEEL STOP (TYP) B o ?. 25 P s0 DUMPSTER 4.3 140 2-0 " _. _ __-! Qo1 127.3' 7o ? 25.6 - 1 I r M) 497 Sir 13 2 9r ? J ® _T 0 , P115 83.5 TRUCK WELL I 1f0.7v 9 (TYP) ?7 N ow'4?3. 2y S 27 LL 4 8JS C V, v ;1 P ?. W I J 254.27'(L3,P2,F)++"Y?,.' ?5946b1"W(L3,F) i ?yP VARIES Y' iidol? II i rc O 6' SIDEWALK (TYP) i I i O CD K Q ` S U) t dl' 11 1 i I E 0' CURB f)II I I II, II 111 4? I I i I'11ii I 1 _ _ u9 I ? 1 i bI`?II it I? ' I ? I ill ? I II I - J4 STOP BAR LEGAL DESCRIPTION: Being a replat of a portion of Lot 1, A RESUB OF BASKIN'S REPLAT, as recorded in N Plat Book 24, page 42 of the Public Records of Pinellas County, Florida, lying within the Southwest 1/4 of Section 17, Township 29 South, Range 16 East, City of Clearwater, Pinellas County, Florida, being more particularly described as follows: COMMENCE at the West 1/4 comer of Section 17, Township 29 South, Range 16 East, City of Clearwater, Pinellas County, Florida; thence N89'44'12"E, along the East-West centerline of said Section 17 (being the basis of bearings for this legal description), for 1,792.40 feet to the point of intersection with the Northerly extension of the West line of Lot 1, A RESUB OF BASKIN'S REPLAT, as recorded in Plat Book 24, page 42 of the Public Records of Pinellas County, Florida; thence leaving said East-West centerline of Section 17, S00'21'26"W, along said Northerly extension of the West line of Lot 1 and the West line of sold Lot 1, A RESUB OF BASKIN'S REPLAT, for 50.00 feet to the point of intersection with the South Right-of-Way line of Gulf To Boy Boulevard (State Road 60), according to said plat of A RESUB OF BASKIN'S REPLAT, some being the POINT OF BEGINNING; thence leaving said West line of Lot 1, 0 15 30 60 ® N89'4492°E. along said South Right-of-Way line of Gulf To Bay Boulevard (Stale Road 60), some being a line 50.00 feet South of and parallel with said East-West centerline of Section 17, for 106.42 feet to the point of intersection with an Easterly line of said Lot I, some being the point of intersection with the West line of Lot 3, Block A. CLEARWATER SHORES-INC., as recorded in Plat Book 16, page 42 of the Public Records of Pinellas County, Florida, thence leaving said South Right-of-Way SIGNING LEGEND State Road 60 S01'14'39"E along said Easter) line life of cart Bay Boulevard ( y m , some being said West line of Lot 3, Block A, for 129.77 feet to a Northerly of Lot 1 corner of said Lot 1, some being the Southwest comer of said Lot 3, Block A; y = Slop Sign -R1-T (30"x30") thence N89'44'12"E, along a Northerly line of said Lot I some being the South line of Lots 3 through 8, Bode A, said CLEARWAER SHORES-INC., respectively, for = No Outlet -W14-2 (30"X30") 150.03 feet to the Southeast comer of said Lot 8, Black A. same being 0 Northerly corner of said Lot 1; thence N01'14'39"W, along a Westerly line of said Lot 1, same being the East line of said Lot B, Block A, for 129.77 feet to the paint of intersection with said South Rlght-of-Way line of Gulf To Bay Boulevard (State Road = Interior Landscaped Areas 60); thence N89'44'12"E, along said South Right-of-Way line of Gulf To Bay Boulevard (State Road 60), some being said line 50.00 feet South of and parallel i e the East-West centerline of Section 17, for s125.42 ome feet the point intersection with an Easterly line of of said Lot 1, same being the e point of intersection O = Reflective Marker Sign (01,14-1) with the West line of Lot 2, sold A RESUB OF BASKIN'S REPLAT, some also being the point of intersection with the West Right-of-Way line of Sky Harbor Drive, according to Official Records Book 4128, page 1796 of the Public Records of Pinellas County, 70 = Parking Space Count Florida; thence leaving said South Right-of-Way line of Gulf To Bay Boulevard (Slate Road 60), S00'13'59"E, along said Easterly line of Lot 1, some being said West line of Lot 2, some also being said West Rlght-of-Way Mme of Sky Harbor Drive, for 397.43 feet to a Northeast tamer of Lot 8, CLEARWATER MALL, as recorded in Plat Book 125, page 21 of the Public Records of Pinellas County, Florida; thence the following three (3) courses along the Northerly line of said Lot 8; (1) thence leaving said Easterly line of Lot 1, S89'46'01"W, for 254.27 feet; (2) thence NOO'73'59'W, for 60.00 feet; (3) thence S89'46'01"W, for 68.54 feet to a Sou theast corner of Lot 3, said CLEARWATER MALL; thence leaving said Northerly line of Lot 8, N00'13'59"W, along an Easterly line of said Lot 3, for 327.26 feet to a Northeast corner of said Lot 3; thence S89 '44'12"W, along a Northerly line of said Lot 3, same being o line 60.00 feet South of and parallel with sold East-West centerline of Section 17, for 59.15 feel to the point of intersection with said West line of Lot 1, some being a Northerly comer of said Lot 3; thence leaving said Northerly line of said Lot 3, NOO'21'26"E, along said West line of Lot 1, for 10.00 feet to the POINT OF BEGINNING. Containing 105,279 square feet or 2.417 acres, more or less. Error of closure: 0.0130 feet (LCS) 1. ALL MUST CONFORM TO ADA REQUIREMENTS 2. DIMENSIONS ARE TO EDGE OF PAVEMENT UNLESS 01HERMSE NOTED. 3. THE CONTRACTOR SHALL CONTACT THE APPROPRIATE PUBLIC AGENCY PRIOR TO COMMENCING WORK WITHIN THEIR JURISDICTION. 4. THE PERMITTEVS ATTENTION IS DIRECTED TO THE PROVISIONS OF THE TRENCH SAFETY ACT (FLORIDA STATUTES, SECTION 553.60 ET. SEO.) AND THE OCCUPATION SAFETY AND HEALTH ADMINISTRATIVE EXCAVATION SAFETY (29 C.F.R. SECTION 1926.650 SUBPAR T P) WHICH SHALL APPLY TO CONSTRUCTION. OPERATION AND MAINTENANCE PURSUANT TO THE PERMIT. 5. ALL PARKING LOT RADII (OUTER) ARE 3', UNLESS OTHERWISE NOTED ON PLANS. 6. ALL PROPOSED WORT( MUST COMPLY YARN FDOT INDEX N0. 700. 7. ALL RIGHT-DP-WAY INSTALLATIONS WILL BE IN ACCORDANCE WITH PRACTICES REFERENCED IN THE STATE OF FLORIDA UTILITIES ACCOMMODATIONS MANUAL 6. ALL DESIGN AND CONSTRUCTION MUST CONFORM TO THE MINIMUM STANDARDS SET DOWN IN THE OTY OF CLEARWATER LAND DEVELOPMENT, ZONING AND/OR RELATED ORDINANCES AND MINIMUM TESTING FREQUENCY REQUIREMENTS. 9. SIGNS AND BARRICADES TO BE ACCORDING TO FOOT MANUAL OF SAFE PRACTICES REFERENCE FOOT INDEXES 600 THRU 650. 10. COMPACTION FOR BACIOTLL SHALL COMPLY WITH AASHTO T-90 (100%). 11. DISTURBED AREA WITHIN THE RIGHT-OF-WAY WILL BE COMPACTED TO 1001 OF MAXIMUM DENSITY AND SODDED. 12. ALL SIGNS DISTURBED WILL BE REPLACED IN ACCORDANCE WITH CITY OF CLEARWATER SPECIFICATIONS 13. DESIGNATED WASHOOWN AREAS TO BE DETERMINED BY THE DEVELOPER. 14. THE DEVELOPER'S CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ADEQUATE ACCESS TO THE SITE. ?' ?5 rl(? _5 I I'`I D ?. I !t Ii cWAI? E. R, , PMEN] $VC$ `a` a f, _n III _ PREPARE. FOR, SHEET DESCRIPTION. ' 699-258 -w FLORIDA DESIGN CONSULTANTS, INC. LYMAN DAVIDSON DOOLEY, INC. CLEARWATER MALL PHASE 2 'R 27 W 3WD Epp w.nre T. 4a..r ENGINEERS, ENVIRONMENTALISTS, SURVEYORS 8 PLANNERS 5201 KENNEDY BLVD., W ? 3 1030 S14rkry 61"d, New P- INTe FL 34655 TAMPA, FLORIDA 33609 SITE PLAN OC Tel, (721) 049.7568 - F- (727 64$.3648 TI, TEL (813) 286-9299 FAX (613) 288.8046 E.B. No. 7421 03105 w I? 1. SITE DESCRIPTION A. PROJECT DESCRIPTION THE APPLICANT PROPOSES TO CONSTRUCT TWO (2) NEW COMMERCIAL BUILDINGS LOCATED IN THE CITY OF CLEARWATER. PINELLAS COUNTY, FLORIDA. CONSTRUCTION WILL CONSIST OF CLEARING, GRUBBING. EARTHWORK, INSTALLATION OF THE INFRASTRUCTURE. BACK FILLING, PAVING AND GRADING. B. MAJOR SOIL DISTURBING ACTIVITIES: SOIL DISTURBING ACTIVITIES FOR THIS PROJECT WILL INCLUDE CLEARING, GRUBBING, EARTHWORK, INSTALLATION OF PAVING, DRAINAGE. THE CONTRACTOR WILL BE RESPONSIBLE FOR PROVIDING TEMPORARY OR PERMANENT STABILIZATION AS SOON AS POSSIBLE FOR AREAS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE CEASED, BUT IN NO CASE SHALL THE TIME BE GREATER THAN FOURTEEN (14) CALENDAR DAYS. C. TOTAL PROJECT AREA: 2.42 ACRES THE PROJECT CONSISTS OF THE CONSTRUCTION OF TWO (2) COMMERCIAL BUILDINGS INCLUDING CLEARING AND GRUBBING, EARTHWORK DRAINAGENTILITY INFRASTRUCTURE AND PAVEMENT. D. TOTAL AREA TO BE DISTURBED: 202 ACRES IT SHALL BE THE INTENT OF THE CONTRACTOR TO MINIMIZE THE ACREAGES OF DISTURBED SOIL IN THE PROJECT AREA AT ALL TIMES. E. (Q RUNOFF COEFFICIENTS BEFORE CW(S), DURING CW(D) AND AFTER CW(A) CONSTRUCTION: RUNOFF COEFFICIENT FOR OPEN SPACE: C =020 IMPERVIOUS SURFACES: C=095 DISTURBED AREAS, EXPOSED SOIL ETC. DURING CONST.: C=0.40 WEIGHTED RUNOFF COEFFICIENT: CW(B)10.45 CW(D): 0.32 CW(A): 064 DESCRIPTION OF SOIL OR QUALITY OF DISCHARGE THE PINELLAS COUNTY SOIL SURVEY IDENTIFIES THE SURROUNDING SOILS AS ASTATULA FINE SAND (M) AND MYAKKA FINE SAND M ASTATULA FINE SAND (AR) IS A NEARLY LEVEL TO GENTLY SLOPING SANDY SOIL LOCATED ON LOW RIDGES AND ISOLATED KNOLLS. N HAS A HYDROLOGIC SOIL GROUP CLASSIFICATION'A.. MYAXKA FINE SAND (My) IS NEARLY LEVEL, POORLY DRAINED SOIL LOCATED TYPICALLY ON BROAD FLATS. IT HAS A HYDROLOGIC SOIL GROUP CLASSIFICATION 9'. 2. CONTROLS NARRATIVE - SEQUENCE OF SOIL DISTURBING ACTIVITIES AND IMPLEMENTATION OF CONTROLS: CONSTRUCTION ACTIVITIES - GENERAL CONSTRUCTION ACTIVITIES ON THIS PROJECT CONSIST OF CLEARING, GRUBBING, EARTHWORK INSTALLATION OF THE INFRASTRUCTURE, BACK FILLING AND GRADING. ALL ITEMS REPRESENTED IN THE FOLLOWING DISCUSSION ARE TREATED IN DETAIL IN THE CONSTRUCTION DRAWINGS AND PROJECT SPECIFICATIONS, 'FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION', OR WILL BE IMPLEMENTED BY THE CONTRACTORS REPRESENTATIVE IN A MANNER APPROPRIATE TO ENVIRONMENTALLY SENSITIVE CONSTRUCTION PRACTICES AND AS APPROVED BY THE OWNER. THE CONTRACTOR WILL BE REQUIRED TO PREPARE A SITE SPECIFIC EROSION CONTROL PLAN. THE CONTRACTOR WILL ALSO BE REWIRED TO MODIFY THE PUN OR MATERIALS DURING CONSTRUCTION TO ADAPT TO SEASONAL VARIATIONS. OFFSFTE RUNOFF SHOULD BE DIVERTED AWAY OR THROUGH THE CONSTRUCTION AREA THIS ADDITIONAL FLOW IF NOT DIVERTED, CAN ADD VOLUME AND SIZE TO STRUCTURAL PRACTICES, REQUIRING MORE FREQUENT MAINTENANCE AND LIMITING EFFECTIVENESS OF EROSION AND SEDIMENT CONTROLS. COMPLIANCE WITH THE STORMWATER POLLUTION PREVENTION PLAN IS AREQUIREMENT OF THE PROJECT CONTRACT DOCUMENTS. CONSTRUCTION-RELATED INFORMATION REQUIRED BY THE NPDES PERMIT BUT NOT SPECIFICALLY INDICATED IN THE STORMWATER POLLUTION PREVENTION PLAN CAN BE FOUND IN THE CONTRACT DOCUMENTS, THE CONTRACTOR WILL BE RESPONSIBLE FOR PROVIDING A STABILIZED CONSTRUCTION ENTRANCE FOR VEHICLES ENTERING OR EXITING ONTO PUBLIC ROADS. THE CONTRACTORS REPRESENTATIVE SHALL BE RESPONSIBLE FOR MONITORING THE SYSTEM AND MODIFYING THE SYSTEM OR PROCEDURES AS NEEDED. CONSTRUCTION ACTIVITIES PRIOR TO COMMENCEMENT, THE CONTRACTOR SHALL PROVIDE A DETAILED CONSTRUCTION SCHEDULE TO INDICATE DATES OF MAJOR GRADING ACTIVITIES AND DETERMINE SEQUENCING OF TEMPORARY AND PERMANENT SOIL DISTURBING ACTIVITIES ON ALL PORTIONS OF THE SITE PRIOR TO THE BEGINNING OF ANY PHASE, THE CONTRACTOR SHALL INSTALL EROSION AND SEDIMENT CONTROL ITEMS AS DESCRIBED ON SHEETS 2 AND 4 OF 101N THE CONSTRUCTION DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING SEEDING, MULCHING AND WATER AS SOON AS POSSIBLE FOR AREAS OF THE SITE WHERE CONSTRUCTION HAS TEMPORARILY CEASED BUT IN NO CASE SHALL T HETIMEBE GREATER THAN FOURTEEN (14) DAYS. INSTALLATION OF THE INFRASTRUCTURE AND EARTHWORK, AS SHOWN ON THE PLANS MAY REQUIRE OENATERING PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DISCHARGING THE DEWATERING FLOW TO ATEMPORARY SETTLINGS BASIN SUCH AS AREAS CREATED BY STAKED MAY BALES OR SILT FENCE IN DRY GRASSED SWALE$ OR OTHER SIMILAR SETTLING AREAS, HOWEVER AT NO TIME SHALL THE CONTRACTOR DISCHARGE DEWATERING FLOW DIRECTLY TO WETLAND AREAS. EROSION AND SEDIMENT CONTROLS SHALL BE MAINTAINED THROUGHOUT CONSTRUCTION AND MAY BE REMOVED ONLY WHEN PERMANENT STABILIZATION IS ESTABLISHED AND THE OWNER APPROVES THE REMOVAL A. EROSION AND SEDIMENT CONTROLS: (1) STABILIZATION PRACTICES TO BE IMPLEMENTED: STABIUZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICABLE IN PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED, BUT IN NO CASE SHALL TTETIME BE GREATER THAN FOURTEEN (14) DAYS AFTER THE CONSTRUCTION ACTIVITY HAS TEMPORARILY OR PERMANENTLY CEASED. ALL DISTURBED AREAS WILL BE SEEDED AND MULCHED OR SODDED FOLLOWING CONSTRUCTION. GE LEN P?OC?SF?pPQ MID-PONESHOWN ONI P? (2) STRUCTURAL PRACTICES WILL INCLUDE: ROCK BEDDING AT CONSTRUCTION EXIT STAKED SILT FENCES INLET SEDIMENT TRAP CURB INLET SEDIMENT BARRIER B. OTHER CONTROLS: (1) WASTE DISPOSAL THE CONTRACTOR WILL PROVIDE LITTER CONTROL AND COLLECTION WITHIN THE PROJECT BOUNDARIES DURING CONSTRUCTION ACTIVITIES. ALL FERTILIZER, HYDROCARBON, OR OTHER CHEMICAL CONTAINERS SHALL BE DISPOSED OF BY THE CONTRACTOR ACCORDING TO EPA'S STANDARD PRACTICES AS DETAILED BY THE MANUFACTURER NO SOLD MATERIALS INCLUDING BUILDING AND CONSTRUCTION MATERIALS SHALL BE DISCHARGED TO WETLANDS OR BURIED ON-SITE, J2) OFFSITE VEHICLE TRACKING: OFFSITE VEHICLE TRACKING WILL BE CONTROLLED BY THE FOLLOWING METHODS', LOADED HAUL TRUCKS TO BE COVERED WITH TARPAULIN. EXCESS DIRT ON ROAD REMOVED DAILY. STABILIZED CONSTRUCTION ENTRANCE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTING AND MAINTAINING STABILIZED CONSTRUCTION ENTRANCES WHEN ENTERING OR EXITING ONTO PUBLIC ROAD. THE CONTRACTOR'S REPRESENTATIVE SHALL BE RESPONSIBLE FOR MODIFYING THE SYSTEM OR PROCEDURES AS NEEDED AND AS APPROVED BY THE OWNER (3) SANITARY WASTE ALL SANITARY WASTE WILL BE COLLECTED FROM PORTABLE UNITS BY A LICENSED SANITARY WASTE MANAGEMENT CONTRACTOR AS REQUIRED BY STATE REGULATION. (4) FERTILIZERS AND PESTICIDES: FERTILIZERS AND SOIL STERILIZERS WILL BE USED ON THIS PROJECT IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS AT THE DISCRETION OF THE CONTRACTOR WITH COORDINATION OF THE OWNER (5) NONSTORMWATER DISCHARGE (INCLUDING SPILL REPORTING): THE CONTRACTOR WILL PROVIDE THE APPLICANT WITH AN EROSION CONTROL PLAN THAT WILL INCLUDE SPILL REPORTING AND RESPONSE. (S) APPROVED STATE, LOCAL PLANS, OR STORMWATERPERMITS; - SWFWMD (IN PROGRESS) -CITY OF CLEARWATER (IN PROGRESS) 3. MAINTENANCE: GENERAL THE CONTRACTOR WILL BE RESPONSIBLE FOR MAINTENANCE AND REPAIRS OF EROSIO14 AND SEDIMENT CONTROL DEVICES AND REMOVAL OF EROSION AND SEDIMENT CONTROL DEVICES AFTER THE NOTICE OF TERMINATION. MAINTENANCE AND REPAIR REQUIRED FOR THE CONTROL AND ABATEMENT OF EROSION AND WATER POLLUTION SHALL BE INCLUDED IN THE COST OF PAY ITEMS FOR THIS PROJECT, THE CONTRACTOR SHALL MAINTAIN RAIN GAUGES ON THE PROJECT SITE AND RECORD WEEKLY RAINFALL. ALL CONTROL MEASURES WILL BE MAINTAINED DAILY BY THE CONTRACTOR. ALL MEASURES WILL BE MAINTAINED IN GOOD WORKING ORDER IF A REPAIR IS NECESSARY, IT WILL BE INITIATED WITHIN 24 HOURS OF REPORT. STRUCTURAL PRACTICES AND CONTROLS: THE FOLLOWING PRACTICES WILL BE USED TO MAINTAIN EROSION AND SEDIMENT CONTROLS: BUILT-UP SEDIMENT WILL BE REMOVED FROM SILT FENCE WHEN IT HAS REACHED ONE-THIRD THE HEIGHT OF THE FENCE. TEMPORARY AND PERMANENT SEEDING AND PUNTING WILL BE INSPECTED FOR BARE SPOTS, WASHOUTS, AND HEALTHY GROWTH. STABILIZED CONSTRUCTION ENTRANCES SHALL BE MAINTAINED TO PREVENT CLOGGING OF ROCK BEDDING WHICH MAY IMPEDE THE USEFULNESS OF THE STRUCTURE. A INSPECTION: THE CONTRACTOR'S DAILY INSPECTIONS REQUIRED FOR THE CONTROL AND ABATEMENT OF EROSION AND WATER POLLUTION SHALL BE INCLUDED IN THE COST OF THE PAY ITEMS FOR THIS PROJECT, ALL EROSION AND WATER POLLUTION ABATEMENT AND CONTROL MEASURES WILL BE INSPECTED DAILY BY THE CONTRACTOR THE CONTRACTOR SHALL USE THE STANDARD CONSTRUCTION INSPECTION REPORT FORM FOR DAILY INSPECTIONS. 5. TRACKING AND REPORTING: THE CONTRACTOR SHALL SUBMIT A WEEKLY REPORT TO THE APPLICANT DOCUMENTING THE DAILY INSPECTIONS AND MAINTENANCE OR REPAIRS TO THE EROSION AND SEDIMENT CONTROL DEVICES. THE PERMTITEE OR ITS REPRESENTATIVES SHALL MAINTAIN ALL REQUIRED RECORDS SUBMITTED BY THE CONTRACTOR AND COMPLETE ALL CSWMP INSPECTION REPORT FORMS REQUIRED FOR THE NPDES PERMIT. PREPARATION OF THE CONTRACTOR'S WEEKLY REPORTS OF INSPECTIONS, MAINTENANCE AND REPAIRS REQUIRED FOR THE CONTROL AND ABATEMENT OF EROSION AND WATER POLLUTION, SHALL BE INCLUDED IN THE COST OF THE PAY ITEMS FOR THIS PROJECT. SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT CERTIFICATION CONSTRUCTION SURFACE WATER MANAGEMENT PLAN (CSWMP) t THE CSWMP CONSISTS OF PLAN SHEET 2 OF 10 SHOWING EROSION PROTECTION DEVICES TO BE UTILIZED ON THE PROJECT, TOGETHER WITH EROSION PROTECTION DETAILS SHOWN ON THIS SHEET. 2. THE APPLICANTIOWNER OR AUTHORIZED AGENT HAS REVIEWED THE CSWMP AND HAS SIGNED THE CSWMP WHERE REQUIRED BELOW. 3. THE CSWMP SHALL BE PART OF THE FINAL CONSTRUCTION PLANS FOR THE PERMITTED SURFACE WATER MANAGEMENT SYSTEM. SIGNATURE: E.B. No. 7421 JS 01 1 NAME: DATE: ADD STONE BERM SPEED S" MINIMUM BUMP TO SHAKE OFF EXCESS USE FDOT DIRT ON TRUCKS @ 357 ROCK APPLICANT OWNER AUTHORIZED AGENT (SITE CONTRACTOR) GEOTEXTILE UNDERLINER TEMPORARY CONSTRUCTION ACCESS 0 0 1:1 HAS. PREPARED FOR, Q FLORIDA DESIGN CONSULTANTS, INC. LYMAN DAVIDSON DOOLEY, INC. .u,nauzap Tg <pMRS ENGINEERS, ENVIRONMENTALISTS, SURVEYORS 8 PLANNERS 5201 KENNEDY BLVD., W 30'0 SI.-Y BI'd, N.. P,0 Rime FL 34655 TAMPA, FLORIDA 33609 Ta, (1A 819.1588 - Fe.. (121} 848-3608 TEL (813) 288-9299 FAX (813) 288-8046 I HvxyADOOs REQUIRED DISTANCES FROM TREE TRUNK SILT )III 1 X ?I FENCE 20' III LOPE Ia%CMIN. TYPE III J UL u IB' u STORM TRAIN TOE FABRIC IN STRUCTURE 6- MINIMUM SECTION I 6' MINIMUM \\ \ *? / ?? 2'x9' CROSSBRACE DRAIN 10 I STRUCTORMTURE `?/? S 6' MINI UM p //Y/-\\ LAN \? POST INSTALLATION:- ?. TYPE III SILT FENCE SUPPORTED BY STEEL POST SHALL BE USED. THE STAKES SHALL BE SPACED EVENLY AROUND THE PERIMETER OF THE INLET A MAXIMUM OF 3 FEET APART, AND SECURELY DRIVEN INTO THE GROUND, APPROXIMATELY IS INCHES DEEP. THE FABRIC SHALL BE ENTRENCHED 12 INCHES AND BACKFILLED WITH CRUSHED STONE OR COMPACTED SOIL. FABRIC AND WIRE SHALL BE SECURELY FASTENED TO ME POST, AND FABRIC ENDS MUST BE OVERLAPPED A MINIMUM OF 18 INCHES OR WRAPPED TOGETHER AROUND A POST TO PROVIDE A CONTNUOI$ FABRIC BARRIER AROUND THE INLET. MAINTENANCE; THE TRAP SHALL BE INSPECTED DAILY AND AFTER EACH RAIN AND REPAIRS MADE AS NEEDED, SEDIMENT SHALL BE REMOVED SEMEN THE SEDIMENT HAS ACCUMULATED TO ONE-HALF THE HEIGHT OF THE TRAP. SEDIMENT SHALL NOT BE WASHED INTO THE INLET. IT SHALL BE REMOVED FROM THE SEDIMENT TRAP AND DISPOSED OF AND STABILIZED SO THAT IT WILL NOT ENTER THE INLET, AGAIN. INLET SEDWENT TRAP FILTER FABRIC WITH SUPPORTING FRAME N.T.S. ?lDn1F \IDD? I I l\MOt 911/ i `sDA? /son/ I L -J ENDWALLS SOD DETAIL AT STRUCTURES GENERAL SODDING NOTES 2/OCR xwOwooD? 2/'FOA xAMHDxa°?wSDN NFOR?P V mA Fp6 •xr(Trv) IuIN) : M 4' (DP) a P?1 , SPECIAL NOTES: M IS. - RE REUwED 1W 65 SPEpFL11Y TASGE,I FOP RE.- BY - .-P. 1 THE -OR SHALL AYE SPECAE 4AE x0110 0op4E IREES THAT - TO MAW. !. Rmis gNA¢A - I• DMA- swu nm wT PP-.-SE ARPRUrcD ar,xE axaNEw. C mH AooTS OF I' nw,Etw 00. URGGFR OAi NFTA T. M w1 SwLL BE CN NFARV. s. STOCxPiMO MnW - OR uv.-- wP. -o - IwF RE +ua+to avER un mEE ROOTS SOON. a. oP pFOw Trm ei m' E mat w:ABwAEas vw az wow m m nweE vnn°Nrtu01o,.u TED B! THE -IINRR. TREE BARRICADE DETAIL N75 OPTIONAL POST POSITIONS 20'? -PRINCIPAL POST POSITION 1(CANTED 20' TOWARD FLOW) qF / 5 FILTER FABRIC SILT FLOW SECTION POST (OPTIONS: O 4" QS 2 6' MAX. -'? 1/2' MIN. DIAL. b'O000. STEEL ? I 1.33 LBS/FT MIN.) I FILTER FABRIC (IN CONFORMANCE "TH SEC. SIBS FOOT SPEC.) E O 3 ? a O A g p? min NO1LSSKCIAL ATFEN71ON IS TO BE OMN TO ME PLACEMENT ELEVATION OF SOD NEXT TO THE ROADWAY. TOP OF SOD WMU. MATCH EOLC OF VALLEY CURB SOD DETAIL AT PAVT EDGE -See F.DO T, Ind., No's. M. 105, 272, 273, 281, end Hernando Country Slo,dads Fo, odG'I - deloilS, -AIL dill-A.If a,., of pn ni11M9 p,Tl rphl of wy 11,011 racaive sodding, -M m. ,ooowys anon ,eoei- -1.. 15• Ide Wang ID. -Y cum ages IS o mNinOm -AIL dai,ggS SI-I-S SAKI r-1,S sodding per 188 ob.. IS A minimum. -AIL SI- 4:I OR Steeps sholl ,-- melding -AIL Sod on slope, -Pl to w S111Pe, IAp, a to I sl,dl Oe pegged .1 mal 1ecv,ed as --y to P,e enl fispio-t Nnlem dY - by Ise C-ly, -AIL olhe, dlSIO-d mem 101 mc.Ni,g 1od -11 he Prope,ly seed,. and -Il h,,d. -$odding Shall include III wall, ferlill- and ..1-9 ,...dory to A,- p ob-o,, lire S-d of yom, -s-.9 .11 Oe 1-11-0 0-101e 11 BOX of Ide uSlW.llm 1S -O,y of MS Megemhg and .,1 of M. id month -in-o- pMOd SODDING DETAIL NTS SHEET DESCRIPTION, CLEARWATER MALL PHASE 2 STORMWATER POLLUTION PREVENTION PLAN 6 CSWMP TYPE III SILT FENCE D.O.T. INDEX #102 N.T.S. MAINTENANCE OF SILT SCREENS SILT SCREENS SHALL BE INSPECTED 8Y THE CONTRACTOR AFTER EACH RAINFALL EVENT FOR SIGNS OF DETERIORATION OR FAILURE. DETERIORATION OF A SILT SCREEN SHALL BE CONSTRUED TO MEAN THAT THE SILT SCREEN HAS LIMITED EFFECTIVENESS OR CAPACITY FOR THE FUNCTION OF TRAPPING o ` SEDIMENT, DUE TO PROBLEMS SUCH AS, BUT NOT LIMITED TO. EXCESSIVE BUILDUP OF SEDIMENT OR CONSTRUCTION ACCIDENT WHEN A SILT SCREEN BECOMES DETERIORATED, IT SHALL BE IMMEDIATELY REMEDIED BY THE E CONTRACTOR BY SUCH MEANS AS REMOVAL OF THE EXCESSIVE BUILDUP OF SILT, STRAIGHTENING AND TIGHTENING OF THE SCREEN, OR ANY OTHER SUCH MEASURE DEEMED NECESSARY. FAILURE OF A SILT SCREEN SHALL BE CONSTRUED TO MEAN THAT THE SILT SCREEN IS NO LONGER CAPABLE OF a FUNCTIONING TO TRAP SEDIMENT DUE TO A RIP, TEAR, OVERTOPPING BY SEDIMENT, BIODEGRADATION, CONSTRUCTION ACCIDENT, OR ANY OTHER SUCH MEANS. [LEO, IT SHALL BE IMMEDIATELY REPLACED WITH NEW L EN 0 RE. PREVENT 111 ENAOF77TNSII S E 51{4TJE B[C,QM ' D RIN 10 WEEKLY E O FOR 9 ORIOETE IFI?}AT R U ?Lf . , OF NO F E 1 MIAR 3 12005 ' 1 r + II jj N, a B - 27 4 p• 71 605 n 10 'ROW N n r -- ? 0 is 3(I 60 GULF-TO-BAY BLVD {SR 86j HANDICAP RAW = - SEND / - (SEE DETAIL SHEET 7) .. - - = Ex sting Stortn Sewer hl g o,m 6lruature ?. ro ua storm S-, r i @ A Proposed SID- Stmciure Number L11- storm so-?omre \ L D,anoge Flow Drxt'm u PopWed Spot El-ti- TYPE G INLET 0W/ttPJ BOTTOM FDOT INDEX 233 k LTILyj I"S AREA ExSFng Spot Elemt on GRAZE = 34j81 'IM 28.952E)(1RCP) ( ??hL+ NOT INCLUDED % ^` I T I) l /' l a EFSting Tree To Rem,i, 32 =HegyDuty P--t 7I EP= li j f 5?? :? ?., Ir 1„, ? ' I - r I SY TYPE c INLET I w Y5 I ? FDO RATE TE - 33.03 R 200 l 'l 9_5 6 1 s9 i i e R _ ?I, RCP o 5" -G 55 LF 1S IF 27. riqp P IE 2'J 00 E 15` R 1 It] ? II 11 ?. •.r ,fin 1 , I ??2ID I I 3555 ?. ?-- / yl? 3 I? o I J' DURD111E, J I)?? _ .J y I?_j " F u1 -fib 1 r-.. ?w o Y-e -ru C 3 1 C I ?? t II xID I / _ / ID o ,? - 0 0 ME C INLET -? W/TYPE J BOTTOM a ") Ao FDOT INDEX 233 h 201 1 Y ORATE s0 33.27 (W) A \ jl ( \ ^4? IF : 26.60 (W) (15 RCP) ) RECONSTRUCT 71 LF E =26.80 (S) (15' PCP) OF FDOT 719E 'F" CURB J / Y/ 13 IF 15' RCP 01,435 .,SID @Py ?l 3'r° . j~ 504A STORM MH TYPE G INLET j J 4 TYPE G INIEi I CITY INDEX 302 W/TYPE J BOTTOM RIM - 3343 FOOT INDEX 233 A 200 I / l .\ W/TYPE INDEX 233 BOTTOM k 2 IF = 26.56 (N) (15' RCP) CRATE = 34.37 FOOT INDE % IF = 26.75 (NW) (15 RCP) I GRATE = 31.45 - I IE = 26.55 (5) (15' RCP) IE = 2G55 W IS' RCP IF • 26.75 (S) (15' RCP) IF = 226.75 (E) (15 RCP(: ,y () ( ) t RECONSTRUCT 40 Lf c - /i ^??, ?rl o I?- MIAW CURB % ? 1 / 1 73'? ti , 5 1? 1 ?'® // /?g? t Ro 1 - n "' A'A Y"IDN ,?° 45 LF U RCP 'E u A 7Yf+E XIN LEi ((((g?_ JY' '2N '? 3 w' j P ® 0.445 ° ?WJ60TTOM ) -\ ??---?7?r 9, 3397 i l F INDEX 233 k 200 / )G' \ r' 7 9? 33A2 x'J 33.05 woo (N) (15RCP) 5D4 E 26.40 (E) (15 RCP)/ t X / -TYPE G INLET / FWI1o Ir NDC BOTTOM 3. 200 II / F ( `-].- rT 1j6y \ BRAZE 3305 (, _,_5_ - ,?? j9. I * 'l IF 26,35 (W) (15- RCP) r l 1 69 LF 15 RCPJ n H I IF = 26as (N) (IS RCP) o0.29z I 53 LF 14'? RCP o 0.23z o 0.3Bx V / A I D NOTES / rr I AN ENVIRONMENTAL RESOURCE PERMIT IS NOT REQUIRED FOR THIS PROJECT PURSUANT TO THE "NO PERMIT REQUIRED" LETTER FROM THE SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT (SWFWMD) DATED SEPTEMBER - 4, 2001 (INQUIRY NUMBER CTy91256). r ' TYPE G INLET 11 1 (s) h atP) D - ?' SW e '?, 2 THIS PROJECT IS IN COMPLIANCE WITH THE CITY OF CLEARWATER APPROVED MASTER DRAINAGE FOR l J 130 6 NLET CLEARWATER MALL REDEVELOPMENT. THE PHASE 2 STORMWATER SYSTEM CONNECTION OCCURS UPSTREAM OF "9oT UM J? THE THREE-CELL BAFFLE BOX, WHICH PROVIDES TREATMENT TO THE NORTHEAST BASIN PRIOR TO DISCHARGING x n - - _L W/TYP E J BOTTOM r GHAT INDEX 1 2J3 k 2O0 l OFFSITE. / OPA'E 356 \ m / l I i 4.sty; (o c-?7 r 'N"TATE - 3335 E F CURS NL Rc`PT IF = 26.15E - L " 15 RC RCP) P) o I` E 3556 ) i _ IE= 25.90 S) (16 RCP- + y-^ .4.84 (NA a.. I / E 2468 (sE7 ,x' RCP) Y 11 ITIF cE L 1 ?II t )) BAFFL BOX I ? 24 ? , --1E- 2S9 1E CRA T690TPj (3! 3' _ _.' t ' ) o. E - = 2439 ( ;}},R Iga?? Ea 23 GIN,/+k Au E'?e; .' / P ['IV'i(\ 1 IS„1 --- -- - - - - -- - -- ----- --- - ----- T -- N c? 5 1 PREPARED FOR: SHEET DESCRIPTION, r r v° IWD e s i 3.'f FLORIDA DESIGN CONSULTANTS, INC. LYMAN DAVIDSON DOOLEY, INC. CLEARWATER MALL PHASE 2 EPP X0A1l ro rewwo ENGINEERS, ENVIRONMENTALISTS, SURVEYORS 8 PLANNERS 5201 KENNEDY BLVD., W 5 F?° 3070 Sillkly Bh4 New Pori Riche FL 14655 TAMPA, FLORIDA 33609 PAVING, GRADING AND DRAINAGE OC TO. (727) 649-7 566 - Fax: (727 e4eac4e TEL (813) 286-9299 FAX (813) 268-6046 PLAN 2' E.B. No. 7421 a m03105 « I0 9 8 A C4 5 5 ` -Gl\_'N YS& CEZID 4H - L J cOMM.r. T:3.;,. -- FM33 GULF-TO-BAY BLVD (SR 60) Pc 1JU • , A.J? TI 3` ?.? N + 30.7 W _ A IC 50.71 IF 2-96 ------------ - - -- - - - 7 OHw? ?? P AIf IJ" _ \ // 'I); III )I V 15° 13' i 14 0 b b ' I 0° I 111 (f 5502 SAN MH yx RIM . 5.33.58 75 THIS AREA °26''5 I 3P),' I I I 9 NN4 q 1 I t Rim m 9 NOT INCLUDED E 31e I o?m Le a r' I ' ,I II. xISNNG \?' ?I 1 ?!?I jl`V i I RELOCATED FHA ?I EL 35.5 / I I 18 LF 6" PVC MM I / 6" CV 1 ' r TEE 6 / 6" GV / RELOCATE EXISTING HIRE HYDRANT ^i r 14 LF 6" PVC WM " PVC WM 15 LF 6 6" BV r 9 LF 6- PVC WM / ll / 6" GV r )? / I( - ) / 25' ,/ / ?2t•1y , / 199 LF 6' /? PVC wM 1?C RIM + 33.69 IE = 26.24 (N) IE = 26.14 (E) CLEAN OUT IE = 30.45 2 LF 6" PVC 0 I,0" R u' FHA 1 EL=33.3 6 IqI \ 6, ?i 72 lF 6"I 1 iP W 30 LF PVC OI,OOR/ CLEAN GUT E = 30.95 SEE INSERT te6 LF B° PVC 0 O.47A ' j TFFIFITF TL'? ' ? , y9 3i aA 14 IT 17 LF 6- PVC Md 6° GV -? 8"x6° TAPPING AND VALVE QHw r _ ?; i II! h "?1?f ?i I ? ^ we E T. d 5'MNI URt? 13 LF DOMESTIC 73 LF 6" FIRE NNE 55 Lf 6" PYRE LINE (??? FDC ODVA II 4" METER I) 1 6"N4- REDUCER CROSS 16 LF 6" PVC WM I 6" CV 6° TEE W-3-OOGHWSE MX I! CITY INOE% 302 Q RIM = 31.90 I ? ) :'1 iPl, iTl I (?. u O IE 1565 (W) m f I 1i? a IG V) ??` ? r I If 201 LF 6" PVC WM W!? IIlrii -sou uH I t ? i :III 1 % IIE f.nt 3:90 . r II j? I X_ 6" AS' BEAD 3e u 6' PVC xk 6° 45' BEND 6" DOMES f i ??' II II I.' G"X4' RE[ - l' I I \ \ ? ? 4" METER ?? r I '.--? 71 1 I?JI I ? ?I 1, I? II Ii N D 15 30 60 1. ALL WATERLINE TO BE PVC (C-900) UNLESS OTHERWISE NOTED 2. EXCEPT AS OTHERWISE SHOWN, WATER METER SIZES AND BACNFLOW PREVENTER LOCATION TO BE DETERMINED By ARCHITECT AT BUILDING PLANS STAGE BASED ON FIXTURE COUNF 3. CONTRACTOR TO INSTALL ONE (1) SECTION OF DUCTILE IRON PIPE ON BOTH SIDES OF ANY BACK FLOW PREVENRON DEVICE IN LIEU OF PVC PIPE. BOLLARDS TO BE PROVIDED AS NEEDED FOR FIRE HYDRANT PROTECTION. S. HYDRAN LEGS IN EXCESS OF IOLF IN LENGTH REQUIRES BOTH A CONNECTION VALVE AND A HYDRANT CONTROL VALVE, TYPICAL THOUGHOUT.. INSERT A 1"=10* LEGEND ? = PreDpsed Sanitary Sewer & Berwtt I Tj-?---? i = Proposed Wotor Line, Vol- & Service eae?.'h.9-.aermv..e0pp.?es = Proposed/Exiotinq Storm Se- --- - -- = ENbtnq Woter Noh ----^-- -- = Exatng Son'tmy Sewer MMin "r = Proposed Fro HNirani Y = Prep-d Fire Dept. Connection (FDC) *R = Esiet'mg Hydrant Assembly / Proposed BMRdinq Footprint o =UU'lily Crossnq 31.72 BOTTOM Of 6' PVC WATER I.E. - 3029 PIPE • 30.25 SB.00 i0P - 27.00 CROW - 26.98 LE • 2&31 B" PVC GRQgSN(R DETAL 7 N.T.S. 29.95 BOTTOM OF 6' PAD WATER I.E. - 30.37 PIPE • 3829 1. 22.96 BELL • 2&N CROWN • I.E. - 26.79 15" RCP CROSSNO DETAL W N.T.$ RY CROSSNS DETAL9 W7.6 4 STATEAEM FOR WATBi19EWE sERS CROSS UNDER WATER WINS WHERE POSSIBLE sCRS CROSSING UNDER WATER MANS SHALL BE WD TO PROVIDE 12 INCHES BETWEEN ME 8070M OF ME UPPER PIPE AND ME PIPE WHENEVER POSSIBLE, SANITARY SEWERS AND STORM AIMS SWLL BE WO TO PROVIDE A MINIMUM VERTICAL DISTANCE HIDE BCLL/eOTTOM OF ME UPPER PIPE MO ME TOP OF ME NORM SEWERS MUST CROSS A WATER MAN WITH LESS MAN THE E SEWER AND ME WATER MAN SHA1 RE CONSTRUCTED OF CUSS M DUCTILE IF 6 NOT REQUIRED FOR STORM SEWERS IF B 6 NOT AVAILABLE IN ME SIZE )F OF MUSf BE USED TO PRWIOE A MINIMUM SEPAMTDIM OF 10 FEET ON ME WATER MAN WIHIN 20 FEET W ME CROSGNG 111,61 BE UM ERE, MINIMUM VERDCA_ CLEARANCE OF 6 INCIIES MUST BE MANTANED AT ME SO THAT ME SEWER PIPE JOINTS AND THE WATER WIN PIPE JOINTS ARE CROSSING (PIPES CENTERED ON THE CROSSING), AN DIETING PPE ME NEW PIPE SML BE CONSTRUCTED OF DP AND ME ) MEET ME REQUIREMENTS ABOVE PARATION SNAIL BE WORNNED BETWEEN ANY TYPE OF SEWER AND -ER WHENEVER POSSIBLE TO WMAN 10-FWT KR'ZOW& SEPARATION, ME WATER WIN MUST BE i UNDISTURBED FARM S-ZU` LOCATED ON ONE SIDE OF ME 6 OR FORCE BOTTOM OF ME WATER MIN 6 AT LFASI iB INCHES ABOVE ME TOP OF ME ALL MR ? BE CILISS 54 OR ER. ADEC A MINIMUM COMER OF 30"42.5') SHALL BE ME PROPOSED GROUND ( PICIL) SUPERTARGET R A A (II PREPARED FOR, SHEET DESCRIP110N. M1h11`1 V R L-i 2 699?25?JWO FLORIDA DESIGN CONSULTANTS, INC LYMAN DAVIDSON DOOLEY, INC. CLEARWATER MALL PHASE 2 EPP x_T rp mMMe ENGINEERS, ENVIRONMENTALISTS, SURVEYORS 8 PLANNERS 5201 KENNEDY BLVD.. W r ?: `S0B0 smaey NeW Pon Mmr3 FL 34665 TAMPA, FLORIDA 33609 UTILITY PLAN OG Tl, (727) T 849-7588 can (72 B46asaA TEL (613) 288-9299 FAX (813) 288-8046 E.B. No. 7421 411 3 106 PArz o CR08SNO M7AL 7 N.T.S. R BROOM FINISH S S YIU13 O?JLION JOINTJOINT Z rJ ....._ SSIuv u,_v u S L E5 JOINT DETAI NIT-5. NOTE- C-et. to be 3,000 p,1 I L ]_y4. ? ? b3 Bar I- lYPkaL TYPE A PORTLAND CEMENT CONC. PAVEMENT 1. GENERAL RIGID PAVEMENT CONSISTS OF CONSTRUCTING A SPECIFIED PORTLAND CEMENT CONCRETE PAVING ON A PREPARED SUBCRADE. THE UTILITIES AND OTHER ITEMS IN AND BENEATH THE STREET MUST BE PROPERLY COORDINATED IMTH THE CONSTRUCTION OF RIGID PAVEMENT TO AVOID CONVICTS. THE WORK TO BE DONE SHALL INCLUDE THE FURNISHING OF A SUPERVISION, LABOR, MATERIALS, EQUIPMENT ANDLABOR, MATERIALS, EQUIPMENT AND INCIDENTAL NECESSARY FOR THE PROPOSED RIGID PAVEMENT CONSTR CTON IN ACCORDANCE WITH THE APPROVED DRAWINGS AND SPECIFICATION. 1. 6' - 31700 PSI CONCRETE W/6X8 W/2.1%2.1 WNF, 2. CONCRETE STRE CTH REQUIRED:, 2. 12' STABILIZED SUBBASE TO IN LBR OF 40 6, ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE COMPACTED TO 95% MAX DRY DENSITY (ASTM 01557) STRENGTH OF 3,000 (PCI) PSI AT 28 DAYS. CONFORMANCE TO BE PLACED IN 2-6' LIFTS. TO STRENGTH REOUITO STRENGTH REWIREMENiS SHALL BE DETERMINED BY ACI STANDARD 318, LATEST EDITION, SECTIONS 4.8.2.3 AND 3. 1/4' PREMOLDED EXPANSION JOINT STRIP - '21P-STRIP- 4.8.3. 0 2 ,-0' O.C. MAX. CONCRETE PAVEMENT MAL ALTERNATE PAVEMENT SPECIFICATION) NIS PREPARED FOR. JW- FLORIDA DESIGN CONSULTANTS, INC. Epp ENGINEERS, ENVIRONMENTALISTS, SURVEYORS 8 PLANNERS 7030 11.11,., Blvd, New Pan x c a e Rlty FL 34655 OC TI, (727) 849-7588 . F... 172 8411 E.B. No. 7421 BROOM FINISH /2" x 4" BITUMINOUS STRIP EXPANSION JOINT DETAIL N.T.S. -1 2' nh L FILLED (EoILARDS CORD. 2' ZUXRANCE .1. 1 00 6' ax NOTES: PLAN NJ.S TIE BEAT WTH 2-}5 RfBAR CONTNMWS 12' sMNG GAT: CLEARANCE YRI, ' CE TER AT 4 r CR 4 1, •, SetNG GATE (TYP.) 3000 P.S.L CONCRETE SLAB ' B'% 16' CONCRETE FOOTING -MOf2WTRC. MIN 6 ' ' W/ 2- 05 REBAR (TY,.) XG / 10X10 THICKNESS, 6 W.W.F. ELEVATION DROP PIN HOLE (Tin.) Ni-I CONCRETE MASONRY WALL CCWSTAIICIION MawMoh, ban -IU. and V-01Y embd m moeevy Wan be h aemrdmro !b bn8en„ Wpm,l GCA (UBC), amp- 24. omerd cleul a and buNm rew-Ld win be appMd ae apiTW h UK.. Se.Be, 2404 (tA addp p tdd .-rY wok 1. N -h9 wW .Nm be ebMnn.d ban cmfemh91. ASTM A-M5, OW. m "inbrna,al waA a pd.= h inn atdv lei ha momnry WI, and enm be h/d el Pat- It me tap and Wtlan. 2 M v Mob doele does not m-p with o wlkd CvA It alias mt be loped mom bin one natraMd b eh ved4de (1:6). ] Hadvntd al mhf-eNt sets be .t- Irvin type WR-O-WALL (m .adadml) at le. lea. A 110- Load-bearln9 Comaew MManry "'Its Mm be nanmd .-hl .M to AM C-so, eNA a mMhum -P-. N-9. o 1,9N P9. WA LS v. Xa aan.butl'an: maabnwa 6'-E nld, ok wneh al bladk .(6-.6'alEj. Mmwlde Iw dWd be - mnMtnl awl., NN that, aced dk M mndmdka If m6 eNteclurM d3M of Ina P.4. muho- (sxtda Ym2 wtrdp I.) W.IM9: mmmum 6'-M hill, ne0m wt eml.Ma Can ban mad. d b. coin. maurid. a Imo c. M.y me nwd. d _n,vXd apaeae m.lmtd. 2.) FOOIPIGS w.16' -11../2- Fs CmtNUw. ,et Ie INANdwa 3) 0]NCREIE SLAB Nmennlo, min, 6' lNlaan.v ./b,bedd. 6'm'/ 1-0 ad. eke MHa (W.w.F.), 3000 P.S.I. C p FlLIID CMLS 1-P a0W rtlm Ibd b boM eli at am Coma and c) .,wry 4 O.C. sJ GATES CmebuNW of min 1-1/2' d-te, ld-1. tvbvla steel ./M,aay-tw, Maw Medal in g-h" .Tel main (dbrk N.se-meet. m min 3' -- gl,,,1.Xd eli Pat (Cate and Pat -.-. anal ..tine Or WP'xxN. MrMp c.e by ea.- has wnlracta} 6.) Dew PIN 1/2' do 16' Iml meta rod lab Told. Pre.. 3/4' da We 6' hte mnaab M rode. In mpNdL pn,,de a 3/1' P.V.C. .... 6- Imo m .Rode 7,) SOIL Sol bevh9 aopadly tr be at -t 2,50D P.S.F. I A ?- ]-1/2' -? ? 03 Bar Typc.l TYPE C L sr8? § LW ° :a A: J PuN e J ! uk X, fhdl be type M an S h aCtadmaa WIN, AM C-270. Mae W m,nMe feu .Ale -1 .. hi, 3/5' mortar = PnMde Cmyiate 6. Cleanse 9au1 Mm omtaan to ASTM 0-476, Nth a mmh.Wn q¢pad. 13/X, 6' l0 10' eAetb, anal a mhh,un _p- dm,. al ZSOD M at 26 day 7. Ifnhvsm 3' X T dam-al hmee (.--t) - A.yM It the b ll- Caum of as mb ld wffy Bret dpam,mt. aam- to Mm be seded after moemry 1,q ibn-P'aMwd In atrdmt. with Aa WI-4B, mal Wbn 9^MIWq 6 PNa I. wmtw4 ON, Smut siate !ml be de- alb no motor NakBOae 9md. b. K'. martin dropphq. m a- leel9, -Meld. N adF l,m e In Ikd d19x.m1, and ohm Wld, be fill. .Ith Comm ,Iv, m ,into 9. o av, Nod, scut wd1 be wnedNmW el...". CAI. ese ter - 9ra,t pain a1m be .tapped a mdhwm of I - 112' Wan. te. tap of the ,,Woe bind b.em momnry GENERAL NOTES agae amen A,.enr mm,x>x am e? e? Cam Wr, Cad. eA? a,? a.. 1yr mu w,oaai, A L - xE?. 041' I - I I I ,?}r 3 ?a?E? ° t d g r-r I I r-r. - I ???IIb IM ?r- SfCT,ON AA 4 err. s n rna SECTION Be .a,a,i' lam j°r C STEEL GRATE C Ar?am„ea>•,, mna,w r. B-T 1 I 4 , I I PUN 8 J er3d, IyM:°IE}1 "a ? sECrmN ccclc?f- as•31•? C D SECrIOh; GO STEEL GRATE w A..+x4 M ?? } •o•f ^ v SECTION CC SECTION OD L13 I SECTION 04 i w...? CNLI' PAVT. ANDS D TYPE F 6adbwuwMammwna?r "' PAVEMENT AND SODDING OIT?BOTTOM NLETS TYPES F 9 ONLETS TYPES F 9 0 T INDEX NO. 233 SHEET DESCRIPTION LYMAN DAVIDSON DOOLEY, INC. 5201 KENNEDY BLVD., W TAMPA, FLORIDA 33609 TEL (613) 288-9299 FAR (813) 288-8046 TYPE G SECTARY 88 CLEARWATER MALL PHASE 2 PAVING, GRADING AND DRAINAGE DETAILS Pick H,Lee7 5/8' r/ Min. 4 Required p RNg ? l 000 u S T 0 R M N 000000 RING -HALF PLAN SE V ER 0 Non Skid Requred o 0 0 ? 0 Pattern 36' 23' 21' Mnchlnetl Surf RING - SECTION Met- Weight 7. 232 lb,. 9' 278 tbs. NOTES 1. Vhere roadway base Is 8' or thicker use 9- ring, all other Doses 7' ring Is per E-11le. 2. Manufacturers node) of star, ring or. cover to be approved by City EnoMeer. 3. Perforated covers, when requhmd shall be shit., to sold covers. Required ?A• L Pa SOLID COVER h-- 22-3/4' --I-^1F a 1 Mnchlnel I_t SOLID COVER SECTION KlNnu,e Weight 120 tbs. STORM SFWIBI FRAME NOTES L All concrete to be 3000 P.L AFD COVER OENTL See Indez No. 2041 I At le-InIl Clay Or Cenent Brick Mosonary Varies Sotto, 0 1 orbel B' D' Mln. Dr To Salt Pipe 12' 12' k r 6' -I "tt Sq .r. ton r r PLAN SECTION A-A 'C' SMtlm 0- 4' L 2-6' 4' Max 3'-6' 24' Max 8' .043 of 12' EW, StbMd 43'- 6' 3'-6' 6' Max 4' 30' Nnx B' MS at 10' E,Wh Dee 6.1- 10' 3'-6' ]' 1 17 4' 40• Mox IY K nt SO' E.V. Owe 10.1'- 14' 3'-6' 7' 1 14 5' Mr Moz IY 65 at l0' LV, EARrA AT `` P cacao STORM 000000000 oooooaO OR-PENETRATING r[ORI ON COVER PLAN PICK HOLE i26}' ?2gp MACHINED SURFACE ?22r? '?IWf?• RING NDTES COVER SECTION 1 - LOAD RATING TYPE N HEAVY DUTY 2 - TOTAL WEIGHT, 195 LBS S . 3 - COVER WEIGHT, 105 LBS. TOWUY.'C81 , 4? E ?O ITER -11 D Lz' Iif?)1? U iJ L I 1 E 8 P 0 Adjustable Valve Bax If 2 L 0 When Valve Occurs in Roadway, set Base w on 10-Common Brick. T -Water Main Mech. Joint Volve? Restraining Joint TYPICAL VALVE SETTN0 CROSS-SECTION NTS CITY OF CLEARWATER INDEX NO. 402 THE FOLLOWING JOINTS MUST BE RESTRAINED IN ALL APPLICATIONS, L BEND - INLET AND OUTLET 2, TEE - OUTLET BRANCH 3, OFFSETS - INLET AND OUTLET 4. CAPS 5. PLUGS 6, LAST TWO(2) JOINTS W A DEAD END RUN ON, 36') II7, LAST TWO(2) JOINTS ON A HYDRANT RLRWT (nh 36') I L 11-.W. Restrainer 111D.) I I ?( Ebb, 1500 Series (Typi? L =MINIMUM LENGTH TO BE \ RESTRAINED ON EACH SIDE OF FITTING (ft.) NOTE, THRUST RESTRAINT AT FITTINGS AND VALVES SHALL BE BY USE OF EBBA IRON MEGALUG RESTRADERS THRUST RESTRAINT BETWEEN PIPE JOINTS SMALL BE BY EBBA IRON SERIES 1500 RESTRAINERS. MOM. PPE ELBOWS (deg.) VALVE SIZE 11.25 2250 45 90 EES 4 3 5 B 12 9 6 4 6 10 IS 8 4 7 13 eO 14 10 5 9 15 25 1 IS _121 : 10 17 29 21 Pvc WE RESTRAIN NIS CITY OF CLEARWATER INDEX NO. 403 EXISDND PAVtMENT- EXISDNC ROAD DASD NOTE: 1. TRENCHES LOCATED UNDER PAVEMENT tU valve SIUEL eE COMPAC D TO 100t OF MAVMUN DE SITY Br-N.T.O. T-99, a oo a Dibbles 3, TRENCHES NOT LOCATED UNDER PAVEMENT - BE COMPACTED TO A FIRMNESS EDOAL To DNT OF THE SaL -IF ;alVOnize TO THE TRENCH. 3. REPIACEMENi OF PAVED SURFACES SW BE MADE W ACCORDANCE TO APPLRABLE LOA_ RELUUM,NS. G,Ivan12 S,dale1 \ I =t"Ihed rlug END CONNECTION TOP CONNECTION TEMPORARY BLOVVW AND SAAPLE TAP NTS CITY OF CLEARWATER INDEX NO. 408 NOTES 1. WATER MAINS TO BE ON NORTH or EAST SIDE OF R.OV., APPRO. 4 FT. BACK OF CURB I UNLESS OTHERWISE AUTHORIZED BY CITY ENGINEER. 2. SERVICE CONNECTIONS TO BE 2 FT. FROM SIDE LOT LINE ON EITHER SIDE OF LOT (SEE cBrrT 40. T T-Sr SE., IDES TD BE r,ONSISTANT WITHIN THE SHROTVTSmN. DRIVEWAYS SHALL NOT BE BUILT OVER METERS. Clean Lit Plug A ALL LINES SHALL BE CHLORINATED and PRESSURE TESTED (TEST FOR ONE HOUR P 150 P.S.I.) UNDER THE DIRECTION OF THE UTILITIES DEPARTMENT. AFTER SUCCESSFUL COMPLETION OF THE TESTING and CHLORINATION, THE PRESSURE SHALL REMAIN ON THE SYSTEM AT ALL TIMES. 4, TEN FT. SEPARATION REQUIRED BETWEEN PARALLEL WATER B SANITARY SEVER LINES. 5, SADDLE IS REQUIRED FOR ALL SERVICE CONNECTIONS TO 4' PVC MAINS SADDLE IS REWIRED FOR 2' SERVICE CONNECTIONS TO 6' end LARGER PVC MAINS. LARGEST SERVICE Concrete Pad 4' CONNECTION TO A 4' MAIN IS 1 1/2' and LARGEST TO ANY MAIN IS 2'. Thick x 1'-6' Sq. 6. MINIMUM DISTANCE BETWEEN SERVICE TAPS TO BE NOT LESS THAN 36'. Threaded Corporation Stop ?Curb Stop 6' or 8'- 1/8 Bend MUELLER pproved H15o08 / MUELLER H14350 with equal Lock Wing and (Tap at 45' Angle) Conpresslon Inlet or lug approved equal (See Note) Saddle If Required 1 See Note 5 Water Service Tubing Drlscopipe 5100 or Endot/Yardley Sewer Maln Saddle shalt have double x Blue Jet, SDR 9, 3408 Polyethylene NOTE- Cleanout plug to be stnlnless steel straps U.S. Foundry 7621 with epoxy coated or equal, ductile iron body. Water Mah. gC*J WATER MAN SERVICE CONNECTION DETAL ffB STANDARD CLEAN OUT DETAL (SANTMY) NT5 CITY OF CIEARWATER INDEX N0. 301 Z)R NTS CITY 0< CLEARWATER INDEX NO. 401 Tap View Approved Backftow W Ford Meter FL,nge Prevention 0-id L.nged) Ford r9le Ft,. -` V,IVeRFlanged) ? d Meter Brass Nipple (Flanged) x - `d u 12' TYPICAL SINGLE DEVICE 112' and 2' MODELS THE FOLLOWING JOINTS MUST BE RESTRAINED IN ALL APPLICATIONS, L BEND - INLET AND OUTLET Art. ba a "s?10 x.w 2. TEE - OUTLET BRANCH ii- AP, ¢vR[s wnrmvzA-E- -11 3. OFFSETS - INLET AND OUTLET wry-sno ,cNn r 4. CAPS Ns 9of xx tW a ns n.al m9 x m 5. PLUGS 6. LAST TWD(2) JOINTS ON A DEAD ENO RLN (We 311 7. LAST TWO(2) JOINTS ON A HYDRANT RUNOUT (min 36') <Typ,) Assembly L Thrust Restraint (Typ) Connecting Piece w ,R/Integrally Olt ?_ Fire Hydrant cast Mech. Joint and an iypJ one End-D.I. Rat,tDble Mec . Joint Gland on Other End. / /\ Length Varies RestrakMng Gasket (Ty9A C (See Note ]I Valve and Hydrant Tee L = MMIIILW LENGTH 10 BE w/D.1. Rotatable Mech. JDIIII??t44??? RESTRAINED CN EACH SIDE OF FITTING (ft,) Gland an Plain End Branch \ ® Mech. Joint Y \\` Valve Y MON. ELBOWS (deg) VALVE NOTE. THRUST RESTRAINT ON SLIPJDINT DUCTILE IRON PIPE PIPE TEES SHALL BE US. PIPE FIELD LOCI( GASKETS FOR TYT13N JOINT ( SIZE 1125 229D /9 90 PIPE or A)ERICAN FAST-GRIP GASKETS FOt AMERICAN Y 4 3 S 8 12 9 FASTITE PIPE. THRUST RESTRAINT ON DUCTILE IRON FITTMS 6 4 6 10 15 SHALL BE PROVIDED BY THE USE OF MEGPLUG RETAINERS w 8 4 7 3 20 14 AND MECHANICAL JOINT FITTINGS. NOTES, g 10 S 9 13 25 38 1. On Hydrants Requiring Rurlout Water Main 12 6 l0 17 29 Last Two Joints Must Be Restrained 21 A I6 6 13 26 63 70 Per Detail 403 (2 of 2). r DUCTILE NON PPE RESTRAIN PLAN NTS CITY OF CLEARWATER INDEX NO. 403 NTS 9 x+x,cA PREPAPEO FOR, ?JW° FLORIDA DESIGN CONSULTANTS, INC. A EPP „Paam *. <aM.F ENGINEERS, ENVIRONMENTALISTS, SURVEYORS 8 PLANNERS a FIR GG 1030 SlarAeT BivE, New Port Rirnoy FL 54655 Tel, (7171 8497580 f,n 1711) 648-3648 E.B. No. 7421 Pick Hollee7 5/8' / Min. 4 Requb-ed D0o00 0000000 SANITARY 000000 s R W E A 0 Non Skid RING - HALF PLAN R.gOlred 0 0 0 0 0 0 0 Potters Required vo0v0 36' 27' 21. SOLID COVER achlned Surf rf FEE,-.' RING - SECTION Machined Surface// Mini- Weight 7' 232 tbs. SOLID COVER SECTION 9' 278 Ids. Mlnin-. Weight 128 lbs. NOTES 1. Where roadw,y b,se is B. or thicker use 9' ring, all other cases 7' ring Is permisX.. 2. manufa[trers rrodel of star, ring and cover to be opproved by City Engineer. Back OF Curb Max. 15' - MIn, 4' or t8' MM. Edge of Pavement 24' Max. Distance Varies Valve Box EL REFERS TO THIS POINT Mech. Joint Valve ONLY APPROVED Kennedy Guardian Np. K-SIA MWier Centurion No. A-423 U.S. Pipe Metropolitan NOTESI A Water Main `Restraining Joint (Typ.) 1. Stegner Connection to Face Street, 2, All Fire Hydrants to hove 5 1/4' Valve Seat. 3. Fire Hydrants Shgll be Placed at Street Corners or In the R.O.W. Adjacent to Side Lot Lines Whenever Possible. 4. See Sheet 3 For Typical Connections 6 Fittings. TYPICAL FM HYDRANT A89FABLY Restolner Plug NTS CITY OF CLEARWATER INDEX NO. 402 Per Detail NO. 403 SHEET DESCRIPTION LYMAN DAVIDSON DOOLEY. INC. 5201 KENNEDY BLVD., W TAMPA, FLORIDA 33609 TEL (813) 288-9299 FAX (813) 288-8046 CLEARWATER MALL PHASE 2 UTILITY DETAILS COMPACT IN IE' UTE? 11'AOW COMPADT IN t?' urEBs WATER RAM COUP t IN N J' NAT S TRENCH MOTU DETAIL NTS aNOE Stop Less Check MUELLER H14350 with Lock Wing and Conpresslon inlet or approved equal Threaded 15008 Corporation Stop MUELLER H15008 or approved equal ( TAP AT 45' ANGLE ) Saddle required on 4' P.V.C. only Water Service Tubing Driscopipe 5100 or Saddle shall have double Xx Endot/Yardley Blue Jet, stnlnless steel straps with epoxy coated SDR 9, 3408 Polyethylene ductile iron body. Water MDIn CHLORNATION TAP NTS CITY OF CLEAR TER INDEX NO. 408 INSN To Existing Surface Vlth P[ III Asphaltic Concrete 6' 6' ' Orlgl'l Paving Origlnil Base t o,p,,t,d Bose - Thickness of elrigln,l 2' Mhinuo TF Okness 8' t NOTES Trenc h backfRled In 9' compacted wbed layers. Density taken very 30) ft. nch Sid. 2 Bose nay W replaced with Asphaltic Concrete wh prbr apprcvol Of Y fr 3 On IargltuMal Installation requiring zurfadng Full width of pavement, 'E i basendtop,match etls re. paurfaement v.rrff. ace a c¢ as Then res su 8TREET REPLACEME NT dlr¢cted by the Clty E g nee . City UTMRY A ND ORANA OE CUTS 'As. Eclipse No, 85-BJ Blow-Off Assy Including Lockable Cast Iran Box 2' BrO55 2' Brass 7 r _.. IT F BLOWOFF CITY OF CLEARWATER 0. I04 AA >,°? 69¢,z3 ! ! I IMiIR GA ! Lo ¢ c I ! 9 C . I ° F3j TR ! TI If 1 ° IEOfTy IQ ? ,AS SWFCIFUA'-'-- OHlrl( nD.lDS'refe:4T c_;?- I _ t \'t 4._0.. MAX. t tl 1 t Sf ('T'10 L D' MIN IN. W-0 MAN, I BAST til;l'T'IUN ?L, I4 2°-r' MIN. 1, ?i ?? CONCRETE' 4000 PSI TYPE II CEMENT WALL REINFORCING ASTM C-478 BOTTOM SLAB REINFORCING- N4 8 12' D.C,E.W.w ¦ GRADE 40, OR EQUIVALENT WELDED WIRE MESH. wa VARIABLE GRADE ADJUSTMENT BY GRADE RINGS OR BRICK AS REQUIRED. & WATERPROOF JOINT 'DOG-HOUSE' MANHOLE DETAIL N.T.S. Approved 'barrel Joint seals are '0-Rings and 'Ram-Necks'. Two continuous rings at all joints. Brick See Index No. 301 4 layers of brick Concentric cone (Flat cover on shallow manholes 0' to 4' depth) - Steel reinforcement 5' min. wall thickness type II acid resistant cement 4000 p.s.l, /-Grout fill opening with non-shrink mortar NOTES ! 2'/£t min. 1. Contractor to excavate for structure & place rock bedding as needed. H. 2. Install 'dog-house' manhole base section. Excavation shall be maintained free of excess ground water during this operation. Poured Encasement t of existing sanitary °i - - - 3. Pour cast-In-place concrete to the mid-poin sewer pipe. Grout joints and make water tight. 4. Remove top half of existing pipe. 5. Install & paint the remaining sections of manhole as usual. Grout flow channel NOTES 1. Precast manhole drop may be approved by City Engineer, Shop drawing submittal required. 2. Drop required when 2' or over, 3. Manholes shalt have an Interior and exterior coati of at least 15 mils dry thickness PROLD EP214-351 Epoxl-Mastic or Koppers bitumastic black solution 300M, Pick Hol e7 le 5/8' Min 4 Required ? 0 a 0 ? ? 0 0 0 0 0 0 SANITARY 000000 SRWSRO NonSkld RING - HALF PLAN Required 0 0 0 0 0 0 0 Pattern Required ?aooo 0 36' 23' n z SOLID COVER S Machined urfac ?N P m h-- 22-3/4' --I o a II RING - SECTION Machined Surface/ Minimum Weight 7. 232 tbs. SOLID COVER SECTION 9' 278 tbs. Minimum Weight 128 Ibs. NOTES 1. Where roadway base Is 8' or thicker use 9' ring, all other cases 7' ring Is permissible, 2. Manufacturers model of storm ring and cover to be approved by City Engineer. PREPARED FOR. D FLORIDA DESIGN CONSULTANTS, INC, -a4a,o iN o4..N ENGINEERS, ENVIRONMENTALISTS, SURVEYORS 8 PLANNERS 3030 S-k,y Blvd. New Por- R,ch, FL 34655 LL (727) 849-75ee - To., (727 e4ea648 E.B. No. 7421 Cleanout Plug Con[rete Pnd 4' 6' or 8'- 1/8 Plug Thick x 14ftn (See Note) CLEANDUT DETAIL N.T.S. LYMAN DAVIDSON DOOLEY, INC. 5201 KENNEDY BLVD., W TAMPA, FLORIDA 33609 TEL (813) 288-9299 FAX (613) 288-8046 ole d CLEANDUT PLUG DETAIL N.T.S. NOTE- Cleanout plug to be U.S. Foundry 7621 or equal SHEET DESCRIPTION. SANITARY SEWER NOTES 1. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF CLEARWATER SEWER SYSTEM STANDARDS AND SPECIFICATIONS AS WELL AS CONTRACT SPECIFICATIONS 2. NO DEBRIS SHALL BE ALLOWED TO ENTER THE EXISTING SANITARY SYSTEM 3. THE CONTRACTOR SHALL PROVIDE ALL BRACING, SHEETING OR SHORING NECESSARY TO CONSTRUCT AND PROTECT THE EXCAVATION AGAINST COLLAPSING. ALL CONSTRUCTION SHALL ADHERE TO THE TRENCH SAFETY ACT REQUIREMENTS. TRENCHES SHALL BE KEPT DRY WHILE PIPE IS BEING LAID. DEWATERING SHALL BE PROVIDED WHERE NECESSARY. 4- PIPE WILL BE ON DRY, UNDISTURBED SOIL, WET UNSUITABLE MATERIAL WILL BE REPLACED WITH COMPACTED SELECTED 13ACKFILL MATERIAL AS APPROVED BY THE SOILS ENGINEER, 5. BACKFILL MATERIAL WILL BE SOLIDLY TAMPED AROUND THE PIPES IN 6" LAYERS UP TO A LEVEL OF AT LEAST ONE FOOT ABOVE THE TOP OF THE PIPE. IN AREAS TO BE PAVED, BACK- FILL WILL BE COMPACTED TO A MINIMUM OF 98% OF THE MAXIMUM DENSITY AS DETERMINED IN THE FIELD BY THE METHODS PRE- SCRIBED IN AASHTO T-180 IN 12" LAYERS TO THE PROPOSED PAVEMENT 6. SOIL BENEATH MANHOLES TO BE COMPACTED TO AT LEAST 98% OF THE MAXIMUM DENSITY AS DETERMINED IN THE FIELD BY THE METHODS PRESCRIBED IN AASHTO T-180. 7. SANITARY SEWER SERVICE WILL BE SUPPLIED BY THE CITY OF CLEARWATER 8. THE EXTERIOR AND INTERIOR OF ALL PRECAST MANHOLES SHALL BE COATED WITH AT LEAST 15 MILS DRY THICKNESS OF PROCO EP-214-351 EPOXI-MASBC AS MANUFACTURED BY PROTECTIVE COATINGS INC. WATER 01191moON NOTES I. ALL MATERIALS AND CONSTRUCTION FOR THE FIRE PROTECTION SYSTEM AND THE DOMESTIC WATER DISTRIBUTION SYSTEM SHALL BE IN ACCORDANCE WITH THE CONTRACT SPECIFICATIONS AND CITY OF CLEARWATER SPECIFICATIONS. 2. WATER MAINS SHALL BE 30" (MIN) BELOW PROPOSED GRADE AT THE WATER MAIN CENTER LINE. 3. ALL POLYVINYL CHLORIDE PIPE SHALL BE LAID WITH AN INSULATED 12 GAUGE A.W.G. SOLID STRAND COPPER WIRE WOUND AROUND THE PIPE FORMING ONE COMPLETE SPIRAL PER JOINT OF PIPE. THIS WIRE IS TO BE CONTINUOUS WITH SPLICES MADE ONLY BY METHODS APPROVED BY THE ENGINEER. THIS WIRE IS TO BE SECURED TO ALL VALVES, TEES, AND ELBOWS. SEE ARTICLE 41.02(8)(2) PART "B" TECHNICAL SPECIFICATIONS, CITY OF CLEARWATER CONTRACT SPECIFICATIONS AND STANDARDS 4. MINIMUM SEPARATION BETWEEN WATER AND SANITARY SEWER AND STORM SEWER LINES TO BE 10' HORIZONTAL AND 18" VERTICAL. 5. POTABLE WATER SERVICE WILL BE SUPPLIED BY THE CITY OF CLEARWATER. 6. SAMPLE TAPS SHALL BE PROVIDED AT 500 FT. INTERVALS ALONG MAINS AND AT ALL TEMPORARY BLOW OFF LOCATIONS, AND AS SHOWN ON THESE PLANS. 7_ LENGTHS ARE t FROM CENTER OF FITTING TO CENTER OF FITTING. 8. ALL FIRE LINE AFTER METERS AND DOUBLE DETECTOR CHECK ASSEMBLIES TO BE RESTRAINED, DUCTILE IRON, CLASS 350 (200 psi). 9. THE CITY OF CLEARWATER. AT THE APPLICANT'S EXPENSE, WILL RELOCATE ANY/ ALL WATER METERS THAT HAVE TO BE RELOCATED AS PART OF THIS DEVELOPMENT 10, ALL WATER/FIRE LINE EXTENSIONS TO CONFORM TO CITY STANDARDS. 11. THE CITY OF CLEARWATER WILL PROVIDE WATER TAP, SET THE METER AND A B.F.P.D. (BACK FLOW PREVENTOR DEVICE) IF APPLICABLE. APPLICANT IS RESPONSIBLE FOR ALL ASSOCIATED FEES. PIPE SPEaRCA710NS t PVC PIPE WAND 69 SANfTARY SEWER PVC PIPE (SDR35) POLYVINYL CHLORIDE SEWER PIPE SHALL CONFORM TO ASTM D-3034 SDR35 D-1784 (PVC COMPOUND), LATEST REVISION, OR AS OTHERWISE SPECIFIED. ALL PVC SEWER PIPE SHALL BE CONSPICUOUSLY LABELED WITH THE MANUFACTURER'S NAME, NOMINAL PIPE SIZE, APPLICABLE MATERIAL CODE OR PVC CELL CLASSIFICATION, STANDARD DIMENSION RATIO NUMBER, PRODUCT TYPE, STANDARD SPECIFICATION DESIGNATION, PRODUCTIONS RECORD CODE AND NSF CERTIFICATION SEAL AND WILL BE COLOR CODED GREEN, PIPE WILL BE A MAXIMUM 13' LAYING LENGTH, APPROVED PRODUCTS: J-M/BLUE BRUTE, H&W, E.T.I. CERTAINTEED (W/INTEGRAL BELL), AQUA-TTE, NORTHSTAR, CANTER, VULCAN, DAVIS-DAVTITE, 2 PVC PIPE (LESS THAN 47 WATER DISTR®U ON PVC PIPE LESS THAN 4" SHALL BE MADE FROM CLEAN, NEW NSF APPROVED TYPE 1, GRADE 1, PVC CONFORMING TO ASTM SPECIFICATIONS D1784 AND D2241 OR LATEST REVISIONS THEREOF, AND BE SUITABLE FOR USE AT MAXIMUM HYDROSTATIC WORKING PRESSURES OF 200 PSI AT 23 DEGREES C (73.4 DEGREES F). PIPE SHALL BE FURNISHED IN STANDARD 20' LENGTHS WITH JOINTS BEING OF THE PUSH-ON INTEGRAL BELL TYPE SUPPLIED WITH GASKETS INSTALLED. PIPE SHALL BE MARKED WITH THE NSF MARK INDICATING ITS APPROVAL FOR POTABLE WATER, ALL PIPE SHALL BE CLEAN AND ENDS SHALL BE TARRED DURING SHIPMENT. APPROVED PRODUCTS: J-M, CERTAINTEED WITH INTEGRAL BELL, HER, H&W. a PVC PIPE (4' AND ABOVE) WATER D67PBUTION PVC PIPE (C900): PVC PIPE (4" AND LARGER) SHALL IN ACCORDANCE WITH AWWA C900, WITH PUSH-ON INTEGRAL BELL JOINTS AND SUPPLIED IN STANDARD 20' LENGTHS. NO SOLVENT-CEMENT PIPE OR FITTINGS WILL BE ACCEPTED. ALL 4' PIPE SHALL BE PRESSURE CLASS 150 WITH A OR OF 18. PVC PIPE 6" AND ABOVE SHALL BE PRESSURE CLASS 150 WITH A OR OF 18. PIPE SHALL BE MARKED AS DETAILED IN AWWA C900 AND BE FURNISHED WITH AN AFFIDAVIT THAT IT COMPLIES WITH THE REQUIREMENTS OF AWWA 0900. ALL PIPES INSIDE FIRE PROTECTION LOOP WITHIN BUILDING PERIMETERS SHALL BE PRESSURE CLASS 200 WITH A OR OF 14. ALL PIPE FURNISHED UNDER THIS SPECIFICATION WILL BE COLOR CODED BLUE. ALL PIPE SHALL BE CLEANED AND ENDS SHALL BE TARRED DURING SHIPMENT. APPROVED PRODUCTS: J-M/BLUE BRUTE, H&W, E.T.I. CERTAINTEED (W/INTEGRAL BELL), AQUATITE, NORTHSTAR CAN-TEX, VULCAN, DAVIS DAVTITE. 4. DUCTILE IRON PUSH-ON PIPE, CLASS 50 (6'-127, CLASS 51(47 DUCTILE IRON PUSH-ON PIPE SHALL BE THICKNESS OF THE APPROPRIATE CLASS AND SHALL CONFORM TO AWWA C151-76 AND AWWA C111-79, OR LASTEST REVISION THEREOF. PIPE SHALL BE FURNISHED IN NORMAL 18' LAYING LENGTHS WITH ALL JOINT MATERIAL INCLUDING GASKETS AND LUBRICANTS. PIPE SHALL BE LINED WITH A STANDARD THICKNESS CEMENT LINING AND SHALL CONFORM TO AWWA C104-80 APPROVED PRODUCTS: CLOW, AMERICAN CAST US PIPE & FOUNDRY, McWANE-MOH, GRIFFIN. , -^? E r n 1. ABOVE-GROUND AND UNDER-GROUND UTILITIES ARE IN THE AREA OF THIS PROJECT. PROCEED WITH CAUTION - CALL SUNSHINE" AND THE UTILITY OWNER(S) 2 DAYS IN ADVANCE BEFORE BEGINNING WORK 1-800-432-4770. CLEARWATER MALL PHASE 2 UTILITY DETAILS LNir? ?I k 2' joint 'm pipe entry (TypicaU P.V.C. pipe requires monho odapter coupling by Ra Control, Inc, or approve water stop coupling. ng ?4---- 9 5/8' --{ ?`ar• CITY OF CLEARWATER _ i, PLMiNING DEBU MENT POST OFFICE Box 4748 CLEARWATER, FLORIDA 3 3 7 58-4748 RE T u. ?i y N07 T#-z5 Rbo2csS r ? U ??s F ujj a -' : t t` } S r r... r• -r v s e•, r " W t/) 005 SEVILLE R O ASSN INC 2650 PEARCE DR STE 301 CLEARWATER FL 33764 - 1133 Q. M Aq F L H METE1._7) .3 - LL J N 2 8 2065 NE-0-PP).??'oaenE? ?,,,.r-