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Item #05 Ocoee Village Preliminary Site Plan (PSP), Project #LS-2016-008 ocoee florida AGENDA ITEM COVER SHEET Meeting Date: June 6, 2017 Item # -� P Reviewed By: Contact Name: Michael Rumer �h Department Director: Contact Number: Ext. 1018 City Manager: Subject: Ocoee Village Preliminary Site Plan Project# LS-2016-008 Commission District#3 — Richard Firstner Background Summary: The Ocoee Village project is located on Franklin Street/SR 438, east of SR 429. The parcel number for the project is 18-22-28-0000-00-025. This project is proposing to construct four (4) mixed use retail/office buildings on approximately 5.77 acres. The site is currently undeveloped and covered with a mixture of pine trees, oak trees and other varieties of trees scattered around the property. The subject site is currently zoned "Community Commercial" (C-2). The Future Land Use designation for the subject site is "Commercial. The table below references the future land uses, jurisdiction, zoning classifications and existing land uses of the surrounding parcels: Direction Future Land Use Zoning Classification _ Existing Land Use North High Density Residential/ R-3(Residential)and C-2 Vacant Undeveloped Land Commercial (Commercial) East Commercial City of Ocoee(C-2) Auto Body Shop South Light Industrial City of Ocoee(I-1) Vacant Undeveloped Land West N/A N/A 429 Expressway The property lies within the SR 429 Overlay area and will be included in the Gateway District once the SR 429 Overlay is adopted. City Staff has worked with the applicant and the SR 429 Overlay consultant (GAI) to provide a plan that meets the intent of the SR 429 Overlay's goals and objectives. Issue: Should the Honorable Mayor and City Commission approve the Preliminary Site Plan for Ocoee Village? Discussion: The Ocoee Village Preliminary Site Plan (PSP) will be developed as a mixed-use commercial, and office buildings consisting of four (4) buildings totaling over 88,000 sq. ft. The four buildings will have a total of 47,139 sq. ft. of office and 41,139 sq. ft. of retail/restaurant space. Phase 1 will consist of Building #1 which will have the Headquarters of BridgeWell Capital LLC. This multi-story building will have the offices of BridgeWell Capital, but will also include a Bank and space for restaurants and retail. All four buildings are two-stories and will have balconies that will allow for covered outdoor dining on the first floor. Access into the subject site will be provided through the main entrance on Franklin Street which is controlled by the Florida Department of Transportation. An additional entrance is being provided on the east side of the site to provide access opportunities from the future realignment of Silver Star Road. Stormwater retention will be provided on site. The site will also be serviced with City of Ocoee Water and Sewer. Recommendations: DEVELOPMENT REVIEW COMMITTEE (DRC) RECOMMENDATION: The Development Review Committee (DRC) met on May 2, 2017, and reviewed the Preliminary Site Plan for Ocoee Village. The DRC voted to recommend approval of the Preliminary Site Plan for the Ocoee Village project. PLANNING AND ZONING COMMISSION RECOMMENDATION: The Planning and Zoning Commission reviewed the proposed Preliminary Site Plan on May 9, 2017. No one from the public requested to speak on the matter. Discussion from the Commission centered on access on Franklin Street and the future widening of W Silver Star Rd. After deliberations, the Planning and Zoning Commission voted unanimously to recommend approval of the Preliminary Site Plan. STAFF RECOMMENDATION: Staff recommends that the Honorable Mayor and City Commission approve the Preliminary Site Plan for Ocoee Village. Attachments: Location Aerial; Zoning Map; Preliminary Site Plan for Ocoee Village Elevation Financial Impact: None Type of Item: (please mark with an "x") X Public Hearing For Clerk's Dept Use: Ordinance First Reading Consent Agenda Ordinance Second Reading x Public Hearing Resolution Regular Agenda X Commission Approval Discussion&Direction 2 Original Document/Contract Attached for Execution by City Clerk Original Document/Contract Held by Department for Execution Reviewed by City Attorney N/A Reviewed by Finance Dept. N/A Reviewed by 0 N/A 3 L L ;U - - 1 ■ au p u. ' q 3 cow-- ■ IIIN kir, i acv � ;i; !ITTiIr : �117 ISSI .En IWO,1111,MP WIMP 111'1111 IMP Aurdig MIN - • MIll . CA j . io rI1I1UUU1I riw„.1 lfr ;., C .111.011111111111111111111.11.11 ..i. MEI V I 111 11 II BIMr III W .0 7111111111"&%1 ca cc e)1 • 0 • daa . 40 - in • -T ri ._ 2 ca L L a ca ,, s nno a) c) 2 _1 1EN :, . . 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I I $. VJ. 1 4 SECTION RIM=116,93 �I, A RES[i7EIJTIHL I I f SET 5/ti" IRON ROO S. Current 4 Proposed Zoning. C-2 commercial / N.1NV=114.17 �p I I L 0 It3-22-2t3 16 >ce NORTH LINE OF S.W. 1/4, SECTION 18-22-Lf3 &CAP "lB 7274" 4. Current andUar. eammaed - 3ET 5/8" IRON ROD I s' I 6. ase Uses. Vacant b9= N 1 CAP "LB 7274" NH7'S1'I0"E 522.26' _ 6. Proposed a Twos Banal I 12.8 lo.a seal1. 12,300 SP Office 6.300 SIF Retail 50.0' --------------- 4.9mBSFflc3�sRemi Denham Ofe ,Fl 12.0' 1SO,o'r Ofl ---------- 9.0 o _ LANDSCAPE I 18 47,139 SF Office 41,1395FRetd1=B0,27BSFTotal Engineering,07LL 50.0' 3 0' _i I R3.0 C 7. Porl.i�: Orlando: 407-217-548 BUFFER LINE I _ C Required=apace/ 3335F Retell or Office =265 ryaca FT 22.0 - Pro dad- a 2875 I or a=30 es 7.0 Rj,Q' __ __ _--__ N spa / FRetal Off. pa CO 11� I -1 a ea . Clermont: 352-989-1915 m. 810.0' --o -- - -- _ --f-BUILDING K I 9. c1'c ec. -9, Provided -9 ,deal ) - --- - _ .:, -. 1111 t 5 a; _ 15, I- f" -S B. Nardi fired - 7; Provided -14 Qnd von II 11 1 11 I, 1228 - site Tea. C' LIHE Handicap °Cef' el ie spas Required - • E 10 51 A 251,1365E (5.77 AC) www Dan amENCi oom op -----DIIJG I1180' I t� 6 I 1L uldg Setback: Front �R�BUILdyi"red 76sr (Wsrt)� 1.97 t>P 18.0' Rea, yard: 50• qirc6z.a'ProddSETBACK LINE go I Franklin 2. andseBffn: Fntyr: l• Required 1•Poide60.0 0.Management Sideyvr& 5' Required 6.3'ProAdod - - - H _E L I 9.0' Beer yard: 1r RsgWrcd 12" Provided ( D.OfI' -G 18.Or I `- T F I I 1SO �• 22JQ' I - � LLC I I I 13. Imp.,A-Amen Past Development � Pre Devel prient 9.0. 14. Open 5pacu 76,541 SF minimon = SO% 146,1 • 1 `• I 15. Building Height Mae 46 FT, Proposed= 28 FT BUILDING 3 12, I , : 5.0 16. Corutraction within 100 yr. flood plain is proposed. If the Planning Deportment approve+ of construction within the 100 year 0, 2 STORY L I - I I �,0'iie-- ;a" BUILDING 4 18.0' flood rain,-yerwatiV storage need to be roved. 2 STORY > 12,0`8 I P 9 oPP 18.0' FIRST FLOOR - I ¢ 17. The Finished floor Elewtion shall exceed the 100 year flood plain for theadjocent order body or the projects storm water I 0' _ I FIRST FLOOR - S RETAIL 12,531 SF > I , RETAIL 13,008 w reaagementsystembyaminimanoftwo feet. PioodPlain El- 119A'. Ocoee I SECOND FLOOR - 3 u 12.ot8S0�n I YET Pili SF w � 9.011 16. Wetlads - rune on site Report by Womb, dated T -.y 26,2016 (BTC file #101-23) 22 OFFICE 12,531 SF w '7' 3,952. l w - - - - 19. Water45ani Sewer will be v(ded Ci of Ocoee. I I I 2pg,7- PARKING w - 1 4 ��1 SID " 5• 1, ,/' ECOND FLOOR - f-- 1oi'Y P''0 b1' A' 90, REQUIRED = 76 OFFICE 13,008 w I I 20. Ail On. -Site utilities shall be prhately rowed 4 rm4.tdned. PROVIDED = 85 12. SLOPE SF a 21 Solid Wastc by priwte<«rtroct. ` �I - I ' - L f I 5 ' +" PARKING w 1 I 22. Pre-cavtmnction meetings with the City are mored prior to commuxemurt of construction, Village 7. I w , I I �I0 REQUIRED - 78 w i 23. Project toc Tfywith 2010 FL Accessibility coda w 180 I I� I PROVIDED = 84 w I 1 24. All slopes to be sodded 0 12.016 >. I 9,0' u 25. All stgmgeafnll regWreasepora,e building permit. Ocoee, FL I I " 26. All durepste-lesuresondaite lighting shdlreq l-spawlebullding prrmit. }: 2.0'•8 t zONI1JG: C❑FIPIUNITY BELT:/AY 1 90 t; , I I 4,I -I-1 I C❑I9I.IERCIAL 27. Sit. fumbhbga(buwhes,receptad.,md Nke racW)ahadd be deeorotiveMmturc,heavy-duty and duablefar the adside - P❑t!D I ; I I I .Q' tom- 5 - eadronmead. 18.0' I `' -MOW 9.011 28. Phosirg: Phase 1=Ifroshadure, Bw1dini 1: Phase 2= Bdld'ng 2; Ph.. 3=Building 3; Ph- 4=Bwldig 4. FLU COhVgERC1HL � 217.1)' 29. Leon! Desai.tion (PER PROPERTY APPRAISERS SITE) BE6INNIN6ATTHE NORTHEAST COMER OFTHE NORTHWEST IOFTHE SOUIHVyEST}TW14CESOUTH 609.5 preliminary 7 I ( .lt 18.0' 18,0' I I FEET, THENCE EAST 522.8 FT, THENCE NORTH 609.5 FEET, THENCE WEST 5228 FEET TO THE POINT OF CO g,p1 j n� I {: 18,1) I BEOINNIN6 (LESS ROAD ON SOUTH PER DEED BOOK 420/11) AND (LESS PART TAKEN FOR R76HT OF WAY ON SOUTH AllcE RACY., ; 1 I I W PER OR BOOK 54 61/12 25 0398-144 3) SECTION 18, TOWNSHIP 22 SOUTH, RANEE 28 EAST. Site Plans I I TueFlsr�i a � -- I C} .: RINN"ACLC �' i I t,: ` tf) COVTAIMN6251,136./- SF, OR 5.77 ACRES MORE OR LESS. - 18.0 <rYP,) \\ I I 1 I y 111 111 L ------------i,--- ----- -I - R3 W _- _ - . _ _ . _ _ _ _ - 60.0' O Dimension20 WIDE PARK C Cf) Plan I 0' R15 - R1 ,pu R1 ' I I /� Parking Calculations 3124/2017 aa 22.0' R10.0' -� _ _ R35 '_ 18.0' 0, R15. z I lu .a o ie iior 19 119 o al� IR33.1 j, 9.0 9.0 f I i { T 18.0' •a n- ' I i:: i .D".,. L - ,'' S.0' %; `''- ti.). .4' i I . , ,. . - 2 Yui Ii 1 90 I o BUILDING 1 BUILDING 2 18.0' I IBUILDf 2 STORY 2 STORY SETBACK }`. 18.0' FIRST FLOOR - RETAIL 6,300 SF b ) FIRST FLOOR -RETAIL SET➢ACIc LIIJE 70 I I o I IIfO FIRST FLOOR -OFFICE 3,000 SF 15 9.300 SF g 0, I INV =71 �70 SECOND FLOOR - OFFICE 9,300 SF 60,1): SECOND FLOOR -OFFICE 6° 0 i„ PARKING REQUIRED = 56 15.0 9,300 SF II 22. ' PARKING PROVIDED = 69 ➢E)acH e TRASH PARKING REQUIRED = 56 CATCH BA � RECEPTACLE <TYP�)-� PARKING PROVIDED = 70 '� 2210' I �,�i Rlt.f=120, 1 ��i�aApp 155.0' l,- + S.III V=1 t i 155.0' 18"CtdP W.INV=11 41- CJJ 1 z0' I I COVERED BREEZEWAY 10,01 7 COVERED BREEZEWAY 100 �; 901 ZU:(�G .1 11 Ilea c❑'i+� @ 1 12A 12.0 2.O', 0 FLII CO ER\CIT. 12.0 8, 12. 8• ' I 18.0' -I i'' 'i2, BUILDING 19A' 6618• ' I I 1 I III I I r b` - 66 SETBACK LINE' R1U,M - \ - .0'�•�- �_�•0' see. CONCRETE "1 U, 7.01 I 15 22.01 O. R.5461, PACE 1225 AF, Bldg Tenant Building Area SF Retie Required 1 / X 6 ° # Required (1 I X of Seats Seats Total Parking Required Total Parking Provided 1 Restaurant -Regular J /-JP-1 fbk4g Cats 4 _ 56 69 1 Restaurant -FF 4 1 Office - 1st Floor 3000 333 9.0 9.0 30.0 30.0 1 Retail - 1st Floor 6,300 333 18.9 1 Office -2nd Floor 9,300 333 27.9 2 Restaurant ular Plana not valid teal- Bigned, Dated and Be" below L Brian Denbam, P.E. Pl-01-x711 4 56 70 2 Restaurent-FF 4 2 Retail 333 40 30 2 Retail -1st Floor 9,300 333 27.9 2 Office -2nd Floor 9,300 333 27.9 3 Restaurant -Regular 4 75 85 3 Restaurant -FF 4 3 Retail 333 46 39 3 Retail - 1st Floor 12,531 333 37.6 3 Office -2nd Floor 12,531 333 37.6 4 Restaurant- ular 4 78 84 4 Restaurant -FF 4Retail 333 44 40 4 Retall-1st Floor 13,008 33339.1 jM Office - 2nd Floor 13,008 33339.1 5.0, 5.0'/ GQ I I �r.: LANDSCAPE .total 88,278 265.1 300 Datil' _ _ _ _ _ b BUFFER LIME FL Regfsfnat0a#58008 -'Q- -- -- - '4- •0 8. S• f� /r-� = CariEaate ofA d-1-dna#29666 f - - too, - - _ - - 9.0 8' 12 I 12.(1' / " - -- I I - SITE BENCH 1.fARK g2 RECOVERED 5/8" IRON ROD I .- _�� _ s 'o = R - -J I ^v SET INAIL & DISC I _ N 1 .001 8 IRO J D �% & CAP (NOT LEDCIBLE) L - 25754 100' A - -- ---_- 111Y �p, I p ., A OF IN CA7CH .31- 10.0' ] 4 z5.a I vast FACE of UTILITY p7PrTArT- ----�� l / p POLE :. i f) :, 1 �) N .. EINV=11 B. 67 z 8.oh CHIT •,-OHv �A R/1'r !, '.,F.j ni,/ @ NAVD 19796 1v.INv=1IB.7s I 3'Jt�S '1.0..CJ;3 F a6 p ELEVATION=122,82 IkV BAGIN L.A.R N --u I - ( \ W S MARK #2 \ LIMITED ACCESS R/W 4LL /Isar s/B IRov Roo H� "` 11IN \V yf t DISC IY7 LANDSCAPE - s I'LBry 1_/ OHY HVJ ! BUFFER LINE 0' S �'- - BUILDING &CAP �]274" 121 -�' - - - - J . -'.,� sc� _ 274° I" "'T -yi-� --- _�1z - - - :P�' _ .,Urn - EDGE OF -_-.� ---- - . ... - e /� ----------------- -------�`" [1'-835;0 ---------- SETBACK LINE C1.1P -12.1 64 IT ©" D GRAPHIC SCALE 9) 1JIDE SIDE':'ALI< NN g� d_ (j ,(� �411� N.INV=f7 S- ---- 0 30 60 a S g 6� G� �_I� o CATCH BA O� f i//"'�$86 2� 6 6� _ _ _ 11111-17154 - - _ - - - - - - ®�t rl�iNKLIoST.ASPHALT SURFACE EJNV=II7.89 7.87 - t _ _ -fl `---'' HEADWALL / � INV= 116, 61 1 inch = 30 ft. Sheet Number 3 of S Revisions la wn; mrr�na 70-1 Aa2v/ baro 1 1-15-! Abim Ltvmxnh z o -!o-! Add soot aAw monvA J /-JP-1 fbk4g Cats _ s 6 7 5 Plana not valid teal- Bigned, Dated and Be" below L Brian Denbam, P.E. Pl-01-x711 5.0, 5.0'/ GQ I I �r.: LANDSCAPE .total 88,278 265.1 300 Datil' _ _ _ _ _ b BUFFER LIME FL Regfsfnat0a#58008 -'Q- -- -- - '4- •0 8. S• f� /r-� = CariEaate ofA d-1-dna#29666 f - - too, - - _ - - 9.0 8' 12 I 12.(1' / " - -- I I - SITE BENCH 1.fARK g2 RECOVERED 5/8" IRON ROD I .- _�� _ s 'o = R - -J I ^v SET INAIL & DISC I _ N 1 .001 8 IRO J D �% & CAP (NOT LEDCIBLE) L - 25754 100' A - -- ---_- 111Y �p, I p ., A OF IN CA7CH .31- 10.0' ] 4 z5.a I vast FACE of UTILITY p7PrTArT- ----�� l / p POLE :. i f) :, 1 �) N .. EINV=11 B. 67 z 8.oh CHIT •,-OHv �A R/1'r !, '.,F.j ni,/ @ NAVD 19796 1v.INv=1IB.7s I 3'Jt�S '1.0..CJ;3 F a6 p ELEVATION=122,82 IkV BAGIN L.A.R N --u I - ( \ W S MARK #2 \ LIMITED ACCESS R/W 4LL /Isar s/B IRov Roo H� "` 11IN \V yf t DISC IY7 LANDSCAPE - s I'LBry 1_/ OHY HVJ ! BUFFER LINE 0' S �'- - BUILDING &CAP �]274" 121 -�' - - - - J . -'.,� sc� _ 274° I" "'T -yi-� --- _�1z - - - :P�' _ .,Urn - EDGE OF -_-.� ---- - . ... - e /� ----------------- -------�`" [1'-835;0 ---------- SETBACK LINE C1.1P -12.1 64 IT ©" D GRAPHIC SCALE 9) 1JIDE SIDE':'ALI< NN g� d_ (j ,(� �411� N.INV=f7 S- ---- 0 30 60 a S g 6� G� �_I� o CATCH BA O� f i//"'�$86 2� 6 6� _ _ _ 11111-17154 - - _ - - - - - - ®�t rl�iNKLIoST.ASPHALT SURFACE EJNV=II7.89 7.87 - t _ _ -fl `---'' HEADWALL / � INV= 116, 61 1 inch = 30 ft. Sheet Number 3 of S CONSTRUCTION TRAILER (50'X 10) SOIL TRACKING PREVENTION DEVICE - PER F.D.O. T. INDEX 106 NOTE: WASHING OF VEHICLES SHOULD BE CONDUCTED USING PRACTICES THAT WILL PREVENT DIRECT, UNTREATED DISCHARGES OF WASTEWATER AND HAZARDOUS WASTER TO SURFACE AND GROUND WATERS. CONTRACTOR SHALL DESIGNATE AN AREA FOR DISCHARGE OF SURPLUS CONCRETE OR _ DRUM WASH WATER AND SHALL INSTALL A CONTAINMENT BERN WITH FILTER FABRIC, CRUSHED STONE (DOT GRAVEL 42 AND UP) AND COVERED WITH LINED AROUND THIS AREA TO PREVENT RUNOFF TO THE REMAINDER OF THE SITE. HARD DEBRIS SHALL BE DISPOSED OF BY CONTRACTOR UPON COMPLETION OF THE PROJECT. F— A •'i�, I.N. RA.4.01b Shc Trsdbq Prmwlbn Davks CONSTRUCTION ENTRANCE DETAILS CONTRACTOR ^ASBUILTS• I hereby state Mat 0x59 "Asei@5' Hero Rmrthea m m3 by bie wntracmr F>md belax. 1, orae empbyea wWer my � swami ba�•a re,•uwaa masa ^AsAI£is• arm beEaYa u� m ba m � wan an wnwNage mwteL was ec6a9y cmisbudetl.Tlw` stafemarl is based upon s8a obsc Sons of ih mr<sWcdon. Coao-ador Eng--- NotvallawbhrnR s'ynaNeand Ore.rVnWrA<dsealofaFbH.Rgt5eWEngk— APPROXIMATE LOCATION OF EXISTING 15" WELL. CONTRACTOR TO GROUT AND PLUG PER THE LATEST FS 373.303 AND FAC 40D-3. WELL TO BE ABANDONED IN PLACE SILT FENCE POST DAVE SCHMITT (INCLINE POSTS 20' TOWARDS FLOW) ENGINEERING, INC. 12301 Lake Underhill Road Suite 241 _ ORLANDO, FL 32828 FLOW 407-207-9088 FAX 407-207-9089 DIRECTION Certification of Authorization #27471 NOTE: WASHING OF VEHICLES SHOULD BE CONDUCTED USING PRACTICES THAT WILL PREVENT DIRECT, UNTREATED DISCHARGES OF WASTEWATER AND HAZARDOUS WASTER TO SURFACE AND GROUND WATERS. CONTRACTOR SHALL DESIGNATE AN AREA FOR DISCHARGE OF SURPLUS CONCRETE OR _ DRUM WASH WATER AND SHALL INSTALL A CONTAINMENT BERN WITH FILTER FABRIC, CRUSHED STONE (DOT GRAVEL 42 AND UP) AND COVERED WITH LINED AROUND THIS AREA TO PREVENT RUNOFF TO THE REMAINDER OF THE SITE. HARD DEBRIS SHALL BE DISPOSED OF BY CONTRACTOR UPON COMPLETION OF THE PROJECT. F— A •'i�, I.N. RA.4.01b Shc Trsdbq Prmwlbn Davks CONSTRUCTION ENTRANCE DETAILS CONTRACTOR ^ASBUILTS• I hereby state Mat 0x59 "Asei@5' Hero Rmrthea m m3 by bie wntracmr F>md belax. 1, orae empbyea wWer my � swami ba�•a re,•uwaa masa ^AsAI£is• arm beEaYa u� m ba m � wan an wnwNage mwteL was ec6a9y cmisbudetl.Tlw` stafemarl is based upon s8a obsc Sons of ih mr<sWcdon. Coao-ador Eng--- NotvallawbhrnR s'ynaNeand Ore.rVnWrA<dsealofaFbH.Rgt5eWEngk— APPROXIMATE LOCATION OF EXISTING 15" WELL. CONTRACTOR TO GROUT AND PLUG PER THE LATEST FS 373.303 AND FAC 40D-3. WELL TO BE ABANDONED IN PLACE SILT FENCE POST (INCLINE POSTS 20' TOWARDS FLOW) SILT FENCE FABRIC EXISTING FLOW GROUND DIRECTION S.r FOOTAPPROVED TEMPORARY SILT FENCEPRE-ASSEMBLED IN 100' ROLLS UTILIZING 2"X 2'X 4' WOODEN POSTS @ 8' CIC MAX. WT OF WOVEN GEOTEXPLE MATERIAL MEETING THE REQUIREMENTS OF SEC. 965-4, SIMILAR 8 EQUAL TO THAT SUPPLIED BY FIFEPIPE CO. OF TAMPA FLA. NOTES CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE AS FOLLOWS, 1. SILT FENCES SHALL BE INSPECTED IMMEDIA TEL YAFTER EA CH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. 2. SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END OF ITS USE, IT SHALL BE REPLACED PROMPTLY. 3.SEDIMENT DEPOSITS SHALL BE REMOVED AFTER EACH STORM EVENT. 4.ANY SEDIMENT DEPOSITS LEFT IN PLACE AFTER THE SILT FENCE IS NO LONGER REQUIRED SHALL BE DRESSED TO CONFORM WITH THE FINISHED GRADE, PREPARED AND SEEDED. TYPICAL SINGLE ROW SILT FENCE DETAIL N.T.S. Q 7¢' 1§0' 300' SCALE; 1' - 150' LEGEND SINGLE ROW SILT FENCE — • • — • • — EROSION AND SEDIMENT CONTROL 1. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING SILT FROM SITE IF NOT REUSABLE ONSITEAND ASSURING PLAN AUGNMENTAND GRADE IN ALL DITCHES AND S WALES AT COMPLETION OF CONSTRUCTION. 2. THE SITE CONTRACTOR IS RESPONSIBLE FOR REMOVING THE TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES AFTER COMPLETION OF CONSTRUCTION AND ONLY WHEN AREAS HAVE BEEN STABILIZED. 3. ADDITIONAL PROTECTION -ON-SITE PROTECTION IN ADDITION TO THE ABOVE MUST BE PROVIDED THAT WILL NOT PERMIT SILT TO LEAVE THE PROJECT CONFINES DUE TO UNSEEN CONDITIONS OR ACCIDENTS. 4. CONTRACTOR SHALL INSURE THATALL DRAINAGE STRUCTURES, PIPES, ETC. ARE CLEANED oUTAND WORKING PROPERLYAT TIME OF ACCEPTANCE. 5. SILT FENCES AND FILTER BARRIERS SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND ATLEASTDAILYDURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. 6. SHOULD THE FABRIC DNA SILT FENCE OR FILTER BARRIER DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END OF THE EXPECTED USABLE LIFEAND THE BARRIER STILL BE NECESSARY, THE FABRIC SHALL BE REPLACED PROMPTLY. 7. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT. THEY MUST BE REMOVED WHEN DEPOSITS REACH APPROXIMATELY ONE- THIRD THE HEIGHT OF THE BARRIER. B. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT FENCE OR FILTER BARRIER IS NO LONGER REQUIRED SHALL BE DRESSED TO CONFORM WITH THE EXISTING GRADE, PREPARED AND SEEDED. 9. THE CONTRACTOR IS RESPONSIBLE FOR FOLLOWING THE BEST EROSIONANO SEDIMENT CONTROL PRACTICES AS OUTLINED IN THE PLANS, SPECIFICATIONS AND ST. JOHNS RIVER WATER MANAGEMENT DISTRICT SPECIFICATIONS AND CRITERIA. 10. FORADDITIONAL INFORMATIONON SEDIMENTAND EROSION CONTROL REFER TO "THE FLORIDA DEVELOPMENT MANUAL -A GUIDE TO SOUND LAND AND WATER MANAGEMENT" FROM THE STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL REGULATION (F.D,ER.) CHAPTER 6. 11. EROSION AND SEDIMENT CONTROL BARRIERS SHALL BE PLACED ADJACENT TO ALL WETLAND AREAS WHERE THERE IS POTENTIAL FOR DOWNSTREAM WATER QUALITY DEGRADATION. SEEDETAILSHEETFOR TYPICAL CONSTRUCTION. 12. ALL DISTURBED AREAS SHALL BE GRASSED, FERTILIZED, MULCHED AND MAINTAINED UNTIL A PERMANENT VEGETATIVE COVER IS ESTABLISHED. 13. SOD SHALL BE PLACED IN AREAS WHICH MAY REQUIRE IMMEDIATE EROSION PROTECTION TO ENSURE WATER QUALITY STANDARDS ARE MAINTAINED. 14. ANY DISCHARGE FROM DEWATERING ACTIVITY SHALL BE FILTERED AND CONVEYED TO THE OUTFALL INA MANNER WHICH PREVENTS EROSION AND TRANSPORTATION OF SUSPENDED SOLIDS TO THE RECEIVING OUTFALL. 15, DEWATERING PUMPS SHALL NOT EXCEED THE CAPACITY OF THAT WHICH REQUIRES A CONSUMPTIVE USE PERMIT FROM THE ST. JOHNS RIVER WATER MANAGEMENT DISTRICT. 16. ALL DISTURBED AREAS TO BE STABILIZED THROUGH COMPACTION, SILT SCREENS AND GRASSING. ALL FILL SLOPES 3:1 OR STEEPER TO RECEIVE STAKED SOLID SOD. 17. ALL DEWATERING, EROSION, AND SEDIMENT CONTROL TO REMAIN IN PLACE AFTER COMPLETION OF CONSTRUCTIONAND REMOVED ONLY WHENAREAS HAVE STABILIZED. 18. THIS PLAN INDICATES THE MINIMUM EROSION AND SEDIMENTMEASURES REQUIRED FOR THIS PROJECT. THE CONTRACTOR IS RESPONSIBLE FOR MEETING ALL APPLICABLE RULES, REGULATIONS AND WATER QUALITY GUIDELINES AND MAY NEED TO INSTALL ADDITIONAL CONTROLS. 19. THE CONTRACTOR SHALL BE REQUIRED TO RESPOND TO ALL WATER MANAGEMENT DISTRICT INQUIRIES, RELATIVE TO COMPLIANCE OF SJRWMD FOR EROSION AND SEDIMENTATION CONTROL THE COST OF THIS COMPLIANCE SHALL BE PART OF THE CONTRACT. DAVE M. FLORIDA REEG.G. NUMBER EROSION CONTROL PLAN UMB 48274 THE PARKA T 429 OCOEE, FLORIDA ICHECKED BY: DMS 1 D 9 112 ov. A� III El O N I 7 1 ill■ ■•■ . Is. ■.. I . '' mt■ i f■ • • A MIN, OCOEE VILLAGE = OCOEE , FL 5 • • LEFT & RIGHT ELEVATIONS r- -A •a R a el 1 {MOP IIMO _ I ■I ❑ - I II I _ lirl * Z , i � 0 IR © Iwo `� 2 mo: _,• It -. • • 9111 . R1 - r „" ; 1 1001 no M �9l -. ' . II 1 Am .a... .. am rad malt --: �"• r a .., " OCOEE VILLAGE = OCOEE , FL rrT\' . . FRONT ELEVATION C « - Li ION MU ,. limiliii ell I0 MB MUMilirkle* El N 31; -■, CIIIIk" ' . ,11111.1iv i 0 MEN _■P _ t lf: MI o ,A NE 3 - r Lii N E1 2 ,,, \ ti T Iv ell ow 11 ■■� 4■ ■■ 4111 ' NM -! $ kit 0 r ■w 'ii ■m Rio a FOR OM Ili 0 '-tft 74 ..■jlk OCOEE VILLAGE OCOEE, FL a . REAR ELEVAJ ION I COPY OF ADVERTISEMENT Date Published and Media Name 12C The West Orange Times Thursday,May 25,2017 Advertisement or Article FIRST INSERTION CITY OF OCOEE NOTICE OF PUBLIC HEARING OCOEE VILLAGE PRELIMINARY SITE PLAN IS-2016-008 NOTICE IS HEREBY GIVEN,pursuant to Article IV Section 4-3A.(3)(b)of the City of Ocoee Land Development Code,that on TUESDAY,JUNE 6,2017,AT 6:15 P.M.or as soon thereafter as practical,the OCOEE CITY COMMISSION will hold a PUBLIC HEARING at the City of Ocoee Commission Chambers,150 North Lakeshore Drive,Ocoee,Florida,to consider the Preliminary Site Plan for Ocoee Village.The property is located on Franklin Street/SR 438,east of SR 429.The par- cel identification number is 18-22-28-0000-00-025.The parcel contains 5.77 acres. The proposed use for this project is Four(4)Two-Story Buildings with 39,I00 SF office space and 33,100 SF Retail. Interested parties may appear at the public hearing and be heard with respect to the proposed action.The complete case file,including a complete legal description by metes and bounds,may be inspected at the Ocoee Planning Department located at 150 North Lakeshore Drive,Ocoee,Florida between the hours of 8:00 a.m.and 5:00 p.m.,Monday through Friday,except legal holidays.The Ocoee City Commis- sion may continue the public hearing to other dates and times,as it deems necessary. Any interested party shall be advised of the dates,times,and places of any continu- ation of these or continued public hearings shall be announced during the hearing and no further notices regarding these matters will be published.You are advised that any person who desires to appeal any decision made at the public hearings will need a record of the proceedings and for this purpose may need to ensure that a ver- batim record of the proceedings is made which includes the testimony and evidence upon which the appeal is based. In accordance with the Americans with Disabilities Act,persons needing a special accommodation or an interpreter to participate in this proceeding should contact the City Clerk's Office 48 hours in advance of the meeting at(407)905-3105. May 25,2017 17-02497W