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Item 07 Top Gun Cheer – 651 South Bluford Avenue Large Scale Preliminary/Final Site Plan (PSP/FSP); Project No: LS-2018-012 program, summer programs, and several other programs and activities. Top Gun Orlando attracts visitors from around the world as well as attracting many families from all over central Florida. The attached Development Agreement is intended to provide an economic incentive to locate the aforesaid described facility in the City of Ocoee and more importantly within proximity to the City's Downtown. Also, the parcel is located within the Ocoee S.E.E.D. Overlay (Brownfield Overlay) of which the subject site was identified in the brownfield analysis as a brownfield site. City Staff has worked with the applicant to achieve a higher architectural detail and additional details on the site such as a decorative knee wall which are above and beyond Land Development Code requirements. City Staff is requesting Transportation Impact Fee credits and waivers in the amount of $50,853.55. This represents the total amount of the Transportation Impact fee for a 36,711 SF Cheer Facility. Staff derived at the amount based on the following items: A. Impact fee credit in the amount of$8,348.00 based on a previous 4,725 SF warehouse which was razed in 2011. B. Impact fee credits in the amount of $7,535.25 (Property Appraiser Value)for five (5) feet of right of way being dedicated to the City along Bluford Avenue. C. Impact fee waiver under the Brownfield Ordinance in the amount of $34,970.30 to cover costs associated with locating on a brownfield site, cost of decorative knee wall along Bluford Avenue (Cost of $42,000), and for upgraded architecture. DEVELOPMENT REVIEW COMMITTEE RECOMMENDATION: The Development Review Committee (DRC) met on October 3, 2018, and reviewed the Preliminary/Final Site Plan. After deliberations, the DRC voted unanimously to recommend approval of the Preliminary/Final Site Plan. PLANNING AND ZONING RECOMMENDATION: The Planning and Zoning Commission (P&Z) reviewed the proposed Preliminary & Final Site Plan for Top Gun Cheer on Tuesday, October 9, 2018. The P&Z voted unanimously to recommend approval of the Preliminary & Final Site Plan. RECOMMENDATIONS: Staff recommends the Honorable Mayor and City Commission approve the Preliminary & Final Large-Scale Site Plan for Top Gun Cheer. Attachments: Location Map Zoning Map Land Use Map Aerial Map Large Scale Preliminary/Final Site Plan Elevation Development Agreement FINANCIAL IMPACT: Transportation Impact Fees in the amount of$50,853.55. TYPE OF ITEM: (please mark with an"x") X Public Hearing For Clerk's Dept Use: Ordinance First Reading Consent Agenda Ordinance Second Reading Public Hearing 8 Resolution Regular Agenda X Commission Approval Discussion&Direction 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 Top Gun Cheer Location Map W mu E III •... u) 2 Y 1 Orlando 1 1 Columbus o o o � � -ar --E} ." 5 1 as --a cii CD Story-- e n�a \ , IP See 0 / 1 I•' IIIt emV f - CC 1111 1111k RS • CL pOOMO CD , ' , 00 • 111 CO Q N CTS cIl1 1 � •� lid ) ■ O 0 ,, . . .Li & .,:: ,; , . ,„0401111!aid„ , ._ ,_ : . . , . , •_ , _ . L , v,Om C ,,-,. L M M L I. U N ., O H Cli N E ^` , o N ^ V/ > a. Q co U `- N 6 O N c- c- ,- c- cL E. 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C3.4 200 WEST FORSYTH STEELE, 7M FLOOR C4.0 JACKSONVILLE, FL 32202 C4.1 PHONE(904)396-5]33 APPLICANT: ROGERMACCLELLAN C5.1 TOP GUN CtIEER C6.0 9489 W. COLONIAL DR, OCOEE, FL 34761 C61 PHONE (409) 956-3749 GLECTNQ EMAIL ROGERMACFLmGMA1LCOM CIVIL ENGINEER : CARLOS A. BAIUUOS, EE, 605 DELANEY AVENUE, SUITE C LSL1 H(407)905-3376 ORLANDO FLORIDA 32801 9THPHANIE.OLMO®DUKH-HNHRGY.C,OM STEP PHONE (40))286-2610 LAKE APOPKA NATURAL GAS ANTONIOGIBSON EMAIL CBARItiOSgSTEPHENSBARWOS.COM SURVEYOR: LEADING EDGE LAND SERVICES INC BOUNDARYSURVEY 8802 EXCHANGE DR TELEPHONE ORLANDO, FL 32809 PHONE (407)351-6930 PHONE (407) 814-5293 JHOFIUS@LEADINGEDGELS.COM LANDSCAPE CADD SCARES, INC ARCHITECT: CIO JASON BRIDGEWATER, RLA, ASLA KEN LEWIS 2741 S. ELSTON DRIVE, DELTONA, FL 32938 (863) 3294500 PHONE (407)310-5569 EMAIL JASONBMGEWATER©GMMLCOM GEOTECHNICAL BLUE MARLIN ENGINEERING 102 DRENNEN RD ENGINEER ORLANDO, FL 32806 IT DONE (407)2174464 EMAIL INFO©ELUEMARLINENGINEERING COM UTILITY CONTACTS WATER: CITY OF OCOEE UTILITIES C3.4 MILEN WOMACK C4.0 PHONE (407) 905-3100 x1506 C4.1 EMAIL MWOMACK,MOCOERORG SEWER: Cl TY OF OCOEE UTILITIES C5.1 MILEN WOMACK C6.0 PHONE (407) 905-3100,1506 C61 EMAIL MWOMACK(,OCOEEORG GLECTNQ DUKEENERGY LSLO STEPHANIEOLMO LSL1 H(407)905-3376 LS1.2 9THPHANIE.OLMO®DUKH-HNHRGY.C,OM STEP GAS UT'ILIT'Y: LAKE APOPKA NATURAL GAS ANTONIOGIBSON LS2,1 IRRIGATION DETAILS PHONE (407) 65G2734 BOUNDARYSURVEY EMAIL AG[BSONQLANGD.ORG TELEPHONE CENTURYMNKWJNTER TYLESLIE PHONE (407) 814-5293 EMAIL MICI4EL,T.LESLIIb_CENTURYLINKCOM STORM: ST. JOHNS RIVER WATER MANAGEMENT DES'1'IUCT KEN LEWIS (863) 3294500 CALL 48 IIWRS OeEYW IPOe Lawl T 1-800-492-4770 LARGE SCALE SITE PLAN 651 S. BLUFORD AVE. OCOEE, FL 34761 Am PARCEL No. 17-22-28-6144-04-210 AERIAL MAP NTS W Geneva 5! LOCATION MAP NTS PLAN SHEET INDEX NO. TITLE CS COVER SHEET CO.0 GENERAL NOTES CO.1 EXISTING CONDITIONS / DEMOLITION PLAN CLO SITE GEOMETRY PLAN C2.0 SITE UTILITY PLAN C2.1 LIFT STATION DETAILS C3.0 GRADING, PAVING AND DRAINGE PLAN C3.1 SWPPP / EROSION CONTROL PLAN C3.2 PLAN AND PROFILES C3.3 PLAN AND PROFILES C3.4 PLAN AND PROFILES C4.0 SITE DETAILS SHEET C4.1 SITE DETAILS SHEET C5.0 UTILITY DETAILS SHEET C5.1 UTILITY DETAILS SHEET C6.0 DRAINAGE DETAILS SHEET C61 DRAINAGE DETAILS SHEET SLI.O SITE LIGHTING PLAN LSLO LANDSCAPEPLAN LSL1 LANDSCAPE PLAN LS1.2 LANDSCAPE DETAILS LS2.0 IRRIGATION PLAN LS2,1 IRRIGATION DETAILS BOUNDARYSURVEY LEGAL DESCRIPTION (AS SURVEYED) O LafdoRlaN o ta. BOWI1sHIUP OW OUIM. AS OPUEcoPOECOmiB ku PjL 1 oPiU, T" Lo rvcCon xs �o a,n n P aI i ovus! 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ME WmRAC SHALL ENSURE EXTRUE NAUION RI AREAS OF BOelm ununES AND SNAG COLI. NBUNTEFRI" AT hB00.43a4Z]% A LEAST 48 HOURS PRIOR TO COUNTERSIGN, TO ARRANGE FOR FIELD LDamoNs E BU11. WILL ME CCETRAOtW IS RESPIISS LE ms REPPAAIRING ANY DAMAGE N EUW111G PAIABO E OR DELON MAY ,PC W41RACIG111111 A. A Rf HE 1. EARRED. DY III C011TRACTOR OR R5, AS RALLIED E1 D FW .1 R1 1 DOCUIIS, S" Y M I, Mp'Spyrn4NLAMC 5, IFML SP I'M C"FIND V pA4E TNS{ ¢Ll LELE i0 OUSmVpngb un s SPEni 0uJE T 1) OY 1 ufv]4a115/11 a F C HE FAIMARTMESHAW HUMAN SHOP WASPIIGS ON ALL PRC CAST ADD A IUFAc1URED ITHIS TO MC NNFRS OSNGNLLRFOR APPROVAL. t0 AOPR FAITRF TOODTAN(APPROVAL BEFORE INSTNI,AION MAY RESULT IN REMOVAL MO FE LACWVIT AT HE COMPACHERS EXPENSE. 7 ME OFFEDEAVER SND -OUTS (WATER, SMILE NEE, elc.) ARE TO BE IUSECLLED TO WHEN5' CF BUILDNG(SE UNLESS OMERbryL NOTED 0U AFAR, s x 'I�pP,-(P{uce F PJEtyRF86R9ISD ANY NTfFivav MIT nwi21 de I 'D]Ox OAl E D tCuwlAnLLPVC NSTBLLdnT x 1 O+sT A SMARRRiCIDICFAU_llES B. SMITH it DURING ME O, TP f1,M INDIAN MANN NCC WE Ms PROJECT, ALL SAFETY RBE NFORNOT IFF CONTRACTOR AN ITS RFWWYE SON, OFE IDESPONSIBLE GECATU D ARE TO 11 ASAFETY AV OF ME mEW1O PUBUN ANO PACE SAFETY CF HS/HERRPNIF NEL M4ars ui FRAM BY OSHA RI ME USERS B. LABOR SUETY REGULATIONS Sry OLL C YFWM TO ME PRO MITERS CF MEE OTA MwT OF I W InTOY. 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SPECT AIIO M FO 9 R[[ SAFETY WRC,Y REGAS E / IESAY PUGMEBVILi(IE NLAlIRFN TYi A Anal PadOU rzD_ST BE HAND P BILLY CCIASERPLIIM A C4i M 5q IFF SINFA45 S i E ssuS12.4Y4E [tG9E x aF 1 TO M[ APPq /µ pW40.911s i 11 MI GRAPHIC.NPOREA101 ITERFUTTER BE KLEIN MAII HAS BFEN WARMEN I. INGLATALIN 01 11,1 11 As ACCURATELY All SBEURR� 11 IRM INEENFIN 1. 11 11. E IE 1. 1. a0Ns1Pu0na TWO sIXJs 1I ALL SPECIFICATIONS 15 WITER1111D 11111111L BE OF ME UIEN xEYS101- R AT ulw11 REST BE IN tt ESTED AID INSPERFAT POOR M BASE ADD SURFACE m 11., 14 ANNE CONFUSION UNDER THIS COIACT ARM, / 1 kN A E MOODY RUTH ANY ORAE 0R R. IG IIIAD UMANFY FOR FORII BY MAL CORACTW f0 WELF I NAET AID ADD SG1mULC ITSUTY IUCANIES, IT WILL AS ABVFES A cA .NIY. S All CEAs IE EASINGS1AINY IM11111.d1]tlE LH BESIORATat AREQWART BY RAITINEW CORI 5891 6, THE CONTRACTION 1 AA SOLELY RESPONSIBLE OR ANY ESI H PAY a100RrDRATe WTO ME PLANS REIT SOLELY ABNER COYSENI ANO/Oa APPROVAL WATCH Al EER. ]. AT LEAST 30 DAYS PRIOR TO ANFRAPALUO CAMEROON F C THE FINAL YWNHANA�El ROUE B IRNAVE P DANE PROVIDE DOCUMENTS AIDFW lUl IN A FULLY MENTI, TO RIEFLER. REFUNING III) ELDERLY B11SURVEY C,"PARBON AN11 OUNHEY TEST RWANDA TLIC AID SAUTFJIF FUSING RESULTS AN ROQUED LM MEN WATER THIGIRMill WAs2NATER JCW1WWICN/F ANSULcs1011 FOAITEME mAC10P SHE L HAVE INA SETSNNS SHARED MEN SFALM MYEYOR ON RECORD ONS'Is EDAY O THE CIVIL NW LIST 'IFC I. nEMAL CONTRACTS, N O CARE THC x E E t N f R NIL EEP tI C PflE r. IF E .UNC ASIDEIS '.LL BEBID AS DI BILL HIM TO . IIIANANDAN TO ET TO ME GC .aE SOFO 0AM MADE WAS V KIOS N CITATURF ANY Y OF OCHRE El. EER D SIN LL BE CREATE IRE AN 1 S M 'NCITT PLANS STIALL AL LEO➢IX 3: IDS. INRME N ALL CRITERIAR STATED 11 T [ APPURRENANYD RECIPE B18 PLANNING 51ALLC WHALL VL ADP SHALLHO AL CAME COMPLY 3NM JIBULAS AND Rm RITUM gEQUIRED fEATUPES AND 15. LA+OSCIONG AREAS SIULL BASE A ANIMUS 50% FOOD COVERAGE _ E ENEINfT'WI10 FOTANORMI MhuUAL Lh TO THE qh OF JUICE. . 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TESTED 'III N EDaE IQL»1EAE rs {.ggyp'CLcg111), E CCFTERACTOR IS RESPONSIBLE FOR COC ME SOLS ENGINEER (BLUE MARLIN LNCINUE1.4G TESTS ML, BE INEIR UNPURSUANT TOAIIC UCTECIN: AL REFLECT, AS RATHE AS THE ACHE SD SCHEDULE WD HERB BY ME IT CWEP OF RECON ADDWE D OWNER UPON COMMERCE RS d' DiAl MLLE EO IfUMINIIEFRCI AVE WllBNIETCYRIIHCATI VIS TO ME ONRIEA 0.m OWNER wLI11EW Sinnf.D A WAWm 2 NG NECESSARYr0 APOLLO GA IANCE OF THE E 10 LT: FRFFEED BY THESE FLAS AND OF ANY TESR5 DOG 1RELY 1HLEREW NCNE111S FAC CWTRNTM 1St L BEAR R[ PENGINES AFFERFS SHIFTED ANY LACE Mn REWRm oU NL COSTS OF SAID 1LIES1 xG. ALL 5 it BOOK KP� 1 TRUING,+ R511C HALL BE PFFYI BY A LERIBrU/WEISEAT GEOECHIIICAL ENINE P 4 R OR ON CROTESTING ! E ON E COUC20 Y ACCORDANCE n RC. ME ESTICAL FACIMI REPORTNPLET Rum By B MARLIN HAPPENINGNP OEM M 5 OF ME MM[ L 'G G D MANUAL THE PAGE STRINGEAT RECATRUMUNTS SHALL APPLY COPIES OF PASS\G TEST RESULTS TO M' CLOTHICH,JUNTO TO ECER➢F ALARRE ACCEPTANCE ON GTY OF BY H FC. P N ER 15 C AS OUT i u C MO nccEPinILE M FACTURES BY \cEIX+Ere III VTY OF CCOEE. 4 u E SER 'CES OF P CREEMC1 TESORO CEOTUMN'CAL FIRM SNNL BE CITED. BY ME CRMAYSTW. !SSU IC MSC SPECIFIED III TIE OD DOCUMENTS, F tNGIt31FAA q PEAK EV ANA/OR D RPic SNOTS EFR G PLC ML- CUBTFOCATCIBE RSE IT SHAPE ME BERME SOLE NG. CF nxc ADD RESPONFNIENY OF THE ONNFR/JEVECOPER TO INTAKE ME NECESSARY ARRu1Gww15 DIRECTLY MR, ME 1�11 HIRING UBON Y E E HE NJ FIE 1111 CO 11 CICP, '. ]HE UATFURRACTOR SI ALL RESULT ifNOUFFR AREA EVESMUCTION IS COMPLETE PASS WATER, STAITIAND ADD WHATERAFTERY SYSTEMS SO HOLY FROUTHII JAY BE NINCHEY 5 PAIILY�R ER H x0 MRnFlCSAT-IIROt TS E l� E SCBM Ileo IN ENO. PFRAFOR 11 As T AS BULLS TRUE TO BE SUBMITTED TO ME THEY SLOW AND READ IN 'IAM BECTON \1111 I IBI./A 3.1,05 OF ME FIG EERNG STANDARDS MANUAL i LmA m FO, MAI511[ ............ \\\ 5 y / A A/N A 1 HARD COPY � \o •. .`a•Hj �2i ,An � Qom' C CAN MAY CRANIA III SYAIE 11WER.IARS, LB q iP STAIOARO FRICANCI HER TO INE IMEW F01n01+ OF ED PATH TOAO\IAY AlO mM1FFlC BRIAN I'IFlIFl,, STOMA REACH P E FORT BE RF ORCEOM C E FARM Z6 ..... SS OMER'AAW +IOim THE PLAINS, ALL UAE STR CTURES ! OI PM OWAY ANPAREFF DES II N55C TEO IRA CLASS 9)am+ALL APPAPYRAW SIR IN CHUFF I INUMANCE VR.EnEEP_RaH OF u FRFO fxn LD I ARFA1111'DO "I UNNI -11H ARF Or O N LC URN, f ALL ORNNAOE STRUCTURE CRATES AND COVERS SMALL BE TRAFFIC RATED FOR II-ZU l0ADI1N5, c.SmUCHwl OF ME STMMWATER MANAGERIAL SYSTEM MOST BE COVPAIE AM All OISNRBm An 'FARM ED 111 AC NIM ME PEwnTTE PLANS A14D CARRIER PRIOR TO ANY M TIE FOLLOWED. WE TRANSFER OF m FlLAR W HFU NEY,Y HIE SN 0 LI+Re OR 1.1FALfl OF RESP011.4NILIIY FON IAN1+191ANCE M ME SVS1EnIRTOEIA WEAL WNERtIMwft OH50111EP alsvou9mE EemN 1Em f A F t+ AAAAML'EEWIIIEVEIITS_(P4n upfF} T E STMAC ORAL GF PIP 10 ROD AI POND SYSTI SIDNEY BE UNSdJAFTTF TO A VISUAL INFORMANTBY HA Ou 9AIIN MVANCE 1 THIBI WEDSIN E T SPC np 6 i OF OAAVFA1 GWIIRAIRM TO N EAP AGE ALM OB 2 WE CONTRACTOR WALL MAINTAIN .ECT FROM .MUM D BPS, ETC. IHE STORM CANADA STIFFEN RESER PRIM TOA CE OF ME PERFECT. HE COME `RWM OCCUPANCY ALL OE flE 1lTIE COO BY ME N FEES A RE PEC. PEDNTO HHICEANTBNO1 N S INAPPROVAL EEWT2 `Ei OR MESE Pu0. TURES CY PVPP05[5. 1.4ACI W IJAY AN ALL FEN PIPE STRAITCNP s0110 WALL PRYMI+n TAILGATE PPE AND COMPLY NADI ARMY TV 1.11 1.1 `PTPOAPPLICABLE ASNM DOCUMENTS AS W'+ RZD N 111114 FRED'HALF BE AL C SECTAN Ne, P INVM OF ti DIAMETER. N!0 UIEflAIS ST+NL BL q MLYIAIb\I B DINICIER. 26 ALL VNIE55NOH0.�MEk£AN MOI m! tll pLANRAL£S ADD FORCE MISS SHALL HAVE A NNIIOA W 36 LYWES OF COVER 3.1 GRAVITY SEVERS MUST BE SDH 26 PVI. SMANAT NG CASICT WHEN SMALL BE ALFRED FOR PVN YPVrz14AND SNAIL COMPLY HAM AMEA R77. ASIA OMAN G ANNE F KNU LIFTS SHALL IUM ASM Tt PVC DEW MAINS BEC FO SS FOO, ON 10 R 4' DIAVE4 AND 6' 10 A, AIT SHLL BAILIFFS FESLPSM62 THRICE CA111 1,11 CO[nu AA SNHRHALBE CCIAUTOCRATIC SII oAN 2F. IN ACCORDANCE WN AL FORCE MAINS SCALE B PIAL ECAPPO NIM 2 A MOF DARK IHELN STICK ON WITH HOPE I ALL ANITANY TARMACS STALL BE LOCATED rm OGRE RANI 100 FEET APART NBI SHALL LGNFMM TO 6. HE DIRE E IRON DETAILS E HEREIN.RAL S BEEF AS AM ISM C47B AN PROVIDED AUP A PRODCTO 401 INTERIOR u n HNNM LGN umG mESOL IN ME NS1fiPlgR Of ALL MiIINGS. ALL OIP fIt11NG5 SHPI.L HAVE A SINIDAPD CVl90E COAHNO DESOLATED NIM AMC 51-B.I. 7 ALL SLOPES FOR Ii\tt LOAN ECHOUS SHALL COMPLY MM F 1'MIMWNG AN IEN FRADES: ` D B. AT I.O"t T, O O.50R B ALL PIRELLI STALL OE INSIAILL➢ RAN CLYAPF UNCE 10 MY CF DEME .(RANKED. EPERECD ICI ...JR. R. MTNLs ANO/M NANO O T .1 16 E914R T9 44NIL ! NG MEAN MUCH, HEART OVERNFSR ' � -P PPPiIR Y])yLALOy vnnnuh 'lV P T(11 AID HO MCI Fl.f �QIDTS DA R45G&Ip9NCIE5 ut m AIf v GO Y SEVEN IE FUJI HAVE 5u TAJVI MAGNETIC LOCATOR MELDS) BURT AT LEAST 10 INWFS RUMEE THE LUE£ IT FORCE EASE FORCE IRAN" SON, HAVE SUTABLF NAGNETC LOCATM FAPE(S) BURIED AT (EAST IB INCHES MUST THC FAP.� ABC EDIRGENCE MILEFIRMENCYCE HANDIAND11 L It OHIO S£NEI FRIG V111 WE l Ohm 110 A USUAL SCREW EBUTHE'RICll BWI(S)/MGE NCONTRACTOR`ISCALE B NTE IC E FOR THE HOSR ASSOOAT•F➢AMMRIAE 10 TENsm SPHOUNT BY IPROPOSED nNmflSEVEN LI CONSTRUCTION, THE CONTRACTOR Suu ml I PROMO. m V svmnUN PE ro ME wanEFR LEE oNNee rWd -NF APPUOABE N TAPE MW OPALItt/AL[ICY. 2, THE CCULDRAMON FAME F mADGfi/EFRLmAHFN FEET M ALL GRAFTY SEVERS IN ARC RNAJ�i ANN THE REGULATORY HAVING JJNLS➢GI N. lR l ARE 1 THE R ME ANTI 0`id iEMiz S1R B BE FRY CF FOR PSCHEDULING, 00,4D NAI W A FGI01E1OF ALL PIECES 5 ME CU,1 HS RESPONSIBILITY SPM THE P£GIILATONFYAALELIIICY FACTO JUMSLOLi rP4i TO TESTS`RETIO OFF CEA TIED ByST WE ACCORDANCE 3 M RECORD AN SUBN TRD r0 ME REGSUT I AGENCY FOR APPPOVN. ME sCn CWRN,NAT01 AID UNTHRUCAPBS OF ALL CABLES IS NO CGt��ACT�5 HESPANDFURITY, ALL PLEALTEN PAWFUEPT FIREAR, FLOIARNING IN THIN ACCESS0 ERnFlEO LEAD FREE M TIC GFUNN AIEAIALI III AEMP FOUR STATE RELY, AS PREFORMED FEWSPLACENC NEE5 RIALL NET BE NALGED TO 21 FBiJ,VA AN HAITUAL PLACEMENT ROD COST MEET THYSE NN TOFT HIM Ill SWEOCA ESROAD TEMPORA Yf GI GONs1F 14 SWISH 11 SUSS PLUP DOE ACEMENT MOST CURRENT ITS CS:TTARTIN 1 nAGING PACE ADD RACE STALL BE RECORD TO BE SET 'T PLACE 30 MAPPEALINFTES BEFORE APPEAL SBNNTRA,T. AN AM BE FIGURED BY 01 NORMAL GPmATIITAI PROCEDURES B r RTRAFFIC BEARING FAINIS AMID M.I M .SII PARKING 1R S 5 E LEON FREE ARE •. S [RET/M PE P2CAFU NTEMPORARY ROME SINBE INSTALLED FUR IGFBOB M1Ee PORARY AIO PETERBRIGHT IGULIFNIPHSF, ' FAILURE By THE FERRETHEEARE/UR HS/HEA CONTRACTOR DOHART H C A A G:1TTER AWINFFPREARTED PERMIT SUN W AI STA WHERE WE START UP PAM�IY PFAM .IEE MEN lG/W LAWRR C6NnI AC IOFE CORRECTSN AS ` ME INTENTION TO ME SAI SACFIIAY OF E ON-SHEIRE lf E RERM115 P ESGNAREVATSPEOTM. I ME DIP PIPE SMALL BE CEMENT TINED FRES�IPE SEARS 3,0. RFFER TO GIVE 15 DE CA FM AOEENTIF FlCSMAS MP SPECIFICATIONS, ORATE MEASURED AGAINST 111111API SHALL BE ENTER 1, At, 111 L SES NAR, RE INSTALLED N M WIPVANCE TO HECITY OF OWES STANDARD SPEC41CANDERS CONNSTRUCiINI DETNLS AND /W LAND DLINGT'ENT MEN 1 ALL WATER MAINE SHALL RE NSTALLEO MTN 30 TO 36 INCHES CF CONFIT. WASTE WATER ALL WATER REENCE LNIO SPRPFICAN VIS. SHALL BP INSTALLED TO COMPLY AM City OF MEET AIPCNANN IGAL RIETTIN1 FIE BE WARNER AT NL WINDS ADD INFOO INFURIATES. TIN AWDNICE SURF MILLIMOLE FEWER DEPT. SPEOFlCA URUVA 6ALL DIDWE ROFF PIPE SHALL BE NUFACTI ED IN ACCORDANCE MM ME LATEST ENTUCH TO A CIISR/A21 L MAAE UALL B O NISHED iICKNESS ,1 IB OR EO FACT SERAC'M PIPE T SHALL BE CLASSUP, PIPE,FERS SPEC 7. ALL FILINGS. OO �WI,NIN6VIO ME RSREFINED UDFR THIS PROJECT RALPH TER EMPIRE APPLICABLE AMISTANDARDS 0, ALL PIPE AND PPE STRUCK INSTALLED UNDER THISPROJECT SHALL BE COW OREF L W MARKED IN ACCtWUANCE N11M fUEP SUBPARAGRAPH 6¢ 554340(8 )(6)3 FAL. USING BLUE AS A EFFEMINATE WLIXi. 0, PRESSURE FUSING OF WARR AP NS STALL BE FLAT A RESIGN OF WR (C) HCVRS. O, ALL ON -SR ME HYDRANTS SHALL BE PANTED ENT HIM GRADE ENNUEL FUNERAL WAJCM SHALL BE MADE AND [ JAWY HAVING .VNWIHOWE AND BE GOOF AP U51 E LICARU A MTOF 0 FEET 11'F HE FORE DE PAVLAUff OR JACK CF EAS LLINAS PIs ANLL BE BEWREONIFOR PROTFORON ALL LIFE WORNUS SINAL COMPLY WAR AN MABLE CO2 -TO TLE -REM CONTRACTOR G) WSIALL TEMPORARY OCATI M AT ME LUNG M ANCHOSED WATER MAINS ANN SERVICE LATERALS TO BOLT NCIRM r0 ASSURE AUECUATE FMSP NO AND NVNFU,WA/FHMRIRUAUW L ALL WATER MALAS SHALL BE FAFISAVFF FE, RD IIT ACCORDANCE WHO MAIN MUCHAL UU CWCERN'TIG HAPPOStAIEESTA Oif Pll PONS, OFF AN ATFISK HYDROSTATIC TTESSNL TO BE N.T E AM 0Y A FICIAL 12, ALLWATERAURAS 9INL BE STRLZED t DA`DRLE 'M ME n Pu1AR i EE TOw ME LATEST A PRERFA OFACT. cm W OCE STANDARDS AT/ORE OPERATION JAGUAR I3. ALL INC WARR +ANN, A- TO B' DIAMETER FREE REWL OTHILVAM TO AAAA COW (IND 18) nSTANDARD 6c«TI6SuAzoovSL NL PWATER ngl POINT LE HART r DIAVFIFRALL BEsFu 0,eRE ABSENCE svs d, ALL PVC WATER OWNS SHALL HAVE A SUITABLE MAGIIERC LOCATED TAPE BURTm OVERT MAIN DUSTED I y,+ THAT IS INCITES RmK NN LINES, M lEA1TAPE BRIEF ME ATMEA ]S 1/2 RUNS T I F, 2 INCH PCLKMtt➢+L 1 SRI DAVIS WF.UHHE LIMP EAVNNJIT SLID K TNM IF Z. CALL LEll.l. 'INFICT. WATER FREE Bumm 01.1,, Oil BLUE RNGGRWND. ME TAPE WALL BE CONTINUOUS BEM2Ne VALVER, AN TO EW VALVE. TNI R MILE BANES ON 111111 LRIES ^0111 MC WATER'AIRL TAPE c FOR DEEC104 OF MESE LME WALL BE AFFECT TO WE TIMI 1 _ F5 THRE LOW Alt I INVAT BY A COINRAC M DULY UI BY DIE STATE OF ROTE OA FlRL T11 CMmACMR IN CAERE 110EIRAII PRIM TO CONSTRUCTION OF ME FRE I6, VIRE PROTECTION SHALL MEET ALL ME RECUMFAENTS OF WE APPLICABLE FITHERICALLY JN COUNTY FASTER AMC INSPECTION WATHRO+AENTS (WARP£ GS HYDRANTS, CorvrvsaA1C VIDEO A1VIDEO ISSAM N61AANNTRI UNCOVERED UNTIL EUPPEALY PRESSUPE RISEN MCI ACCEPTED Y ME ANNUS FIIpNEER. OR PUN OF ACME S E CN. PWIS RE TERM OF MATER NONE SNL M E MI ER OF FOUR (A) HOURS < TO SMILE ME OWNER EIIGNER um APPLICA LE AGENCY FOR 58 HILLS IN ADVMCE A-HAVR\ NG 8515, w 2 [MUSES[ W sI nu ATURRANAN FOR CACTI SABRING, AND OBIu ncov \1111 I IBI./A M(sBACTERIOLOGICAL a of nu CLEARANCE OF POUNCED AGO FIRE IIF W AO CONI NEST RESULTS ............ \\\ 5 y / A A/N ARE TO BE I f THE W ERS EIGMENE VIIm ABLY UPM COMPLETIONLOF ME STATER 31516E FOR Cf RI N INDIA", � \o •. .`a•Hj �2i ,An � Qom' ICAHN RICAN LB SPOT 111.1.1 Ne w AM k' !STERE Pnxiu fF ED Q0�2� �N4i - � 01 :O 5 ..TOP I/VST P511 S IE.Pfl10R i4 B14CINGJIJ_eErn/F E r FAE AR N T Fx tr of cllolna115. (I E. v '��b�...pRAW HRT GET Fs Ennos�A-PM¢nn[s_aa) OF�J` NRWI AWWNE AT CH frLGlll1111\\\ IIIGIISTUA�I CHAD UP I., \ xc M I E PRMm, GC 51TALy_cSuT r uFFI OF aMdRo DFTA L LILA ABLE LL MEMBRANE MEAS J11 MC WERESI WE En uF MIT Ml SHEET NUMBER ----" g u u r S➢PPEO. 65J1N ZOIIINC CAN 4 EYcIH RE TIRE RPAYl1EG c AS IMF PERSON ABC FPVNA APPROVED BY OFF ITY A) 50ll JARAN4CJ9.ENLllFFTF UP RROWED PAING 1. ITILDIFICHATUR TE ATE -1 MCUPANCE AI FUL T GRAWNT1 Bill' .1 11 IT" THATALL 11 IAT u. H ANS UP AF. PIES TOP lN4y0 EL O t M A RAMys UJRIMUOTIICHAV111. ADM.Y Ac PUN GUI ABC FIFOU E RST AS MAY REREWIRED 9Y�iT E R DRIFT rnW IRONIC ALlESIBEiVl)SSA,IliTWEC1L aF n in Fnvs FP W 1E P LU Or PROPOSED CONTOUR —1NAN 1111 L I .BIG OUNCE MEC , FIRIVENT FOR So 1 RCWCTR ICAHN RICAN LB SPOT 111.1.1 UGGRGRouno ELECMICAL TYFEF II N OF FLOW IDP. AID PERCENT 1101E THANSFORMIER TIR. SPITT AD. MEMO EI MR MANNAN ANSI D "BRUCE DIAIII nm SAA.BY IF'. AND IAANHME FORCE TRAIN —E1 CL111 RECLAIDEO WATER —RU —RU — SVAIER SERVICE "— DE --'— IRE HYDRAFT ,.I'D MEIN AT SIC ES" PICAPHIM II>F DEVICE PROPOSED (SYMBOLS) FAIR VAEVE 4D FISHER HE BG 'A DOW h RCWCTR �- mmRGMOUND reIEPHME UGGRGRouno ELECMICAL - -✓A SIIE IIGHIIM No THANSFORMIER o MR MANNAN ANSI IU U PARKAG SPACE TOTAL @O DFTA L LILA ABLE SHEET NUMBER ----" " 4, ZOIIINC B-1 CURRENT LORD USE'-'--"-- VACANT X GENERAL/ NOTES "PROBES SDI �tl" ENG�INFERING, Gtc+ 0' IS' RE 60' 1 SCAI P' -3V GO I x - y DEMOLITION NOTES 1 L PRIOR TO COMMENCEMENT OF DEMOLITION THE CONTRACTOR <O - WILL COORDINATE HIS ACTIVITIES WITH ALL THE UTNTY COMPANIES A '�� %� 4• SERVING THIS AREA CONTRACTOR IS TO COORDINATE FULLY IVI1H UTILITY COMPANIES ON EXACT LOCATION OF UNDERGROUND Z FILL COMPAC110.0 AND PRCOFROLLING EFFORTS SI10UL➢ DE IMPLEMEN x d ` UTILITIES PRIOR TO CONSTRUCTION AND [xCAVATIGN. 1E0 WITH A /Aj 1. THE CONTRACTOR IS TO WIAPLETELT REMOVE. APIA pISFCSE OF COMPACTOR W . A MINIMUM STATIC AT -DRUM WEIGHT OF f0 TONS, THE AREAS Of THE - __. (j rJ if r - - �1 ALL STRVCiUREs AND BUILDINGS THAT ARE 50 INDICATED 9TE THAT N1LL SUPPORT PROPOSED CONSWUCIION SHOULD BE PROOFROLLED W11H R 1+ _ ) if INCLUDING FOUNDATIONS; TIMBER AND BRUSH; (EXCEPT AS q Y SEVERAL OVERLAPPING COYFRAGES OF A HEAVY COMPACTOR. WE RECOMMEND A MINIMUM O1 v N - OTHERWISE INDICATED). STUMPS AND ROOTS; EXISTING PAVEMENT; OF 10 OVERLAPPING PASSES IN EACH OF TWO PERPENDICULAR DIRECTIONS TORY y _ N A r W -' -`j ! ( OTHER STRUCTURES AS SHOWN 012 REASONABLY REPLIED IN THE b COMPAC110N IS NOT RECOMMENDED NEAR EXISTING STRUCTURES -EXISTING FfNCET08E REMOVED, ,fl It DRAWINGS.s 1 W VWNA v �I \' _ 1 EXCEPT IN AREAS WHERE EXISTING TREES SHALL RE PRESERVED \ - 6' SUB'iGRADEUIA DINPTH OF BOMBAY REMOVAL HEAS ANDL BE TOO TO ORIGINAL )SOILS BELOW o E MATERIAL IE%ISTING CONCRETE p TO BE REMOVED EXITING TURNING DISPOSAL WHERE OPAN EG IDR HTR IOCNRES ME TO BE REft PROPER o I PAW TO BE REMOVED lig 1 CFF -SITE), RESTORATION PART T0O OF ANY DAMAGE THAT IA(THATD WHICH - ///f - S RESPONSIBLE FOR ABUT OR NNECTED IES ARE EXISTING 00t1A0.0 J T I T RESULT FROM DEMOLITION15IA5 TO BEroRESTORED TO ATCUNDI IF EQUAL i0 O .. - TO REMOVED (IYPI OR BETTER THAM E%ISTING UIVLC53 SPCCI ICALLY E%EAIPTED BY TH Y / EXISTING UNDER POLIS E $ x` E` --- "---fl" ------ TO BE REMOVED �� PLANS. THE COST FOR SUCH RESTCRAT,CN SHALL BE INCIDENTAL r - : �� ' - TO OTHER CONSTRUCTION AND NO EXTRA COMPENSATION STILL BE n -'E%ISfIN6 TRff5 - II TO BE REMOVED j'` : ALIOYIED E%ISTINGTESi ) 5 THE LOCATION OF ALL EX15T'.NG UTILL ED, STOOD DRAINAGE, AND / '� p01 STO Rf AIN m f%6TING3 MIAMI TREES SHOWN ON THE PLANS HAVE BEEN DETERMINED FROM - � �� 1*11�///, CUROT08EREMOVED AVAILABLE INFORANLON IS GIVEN FOR THE CONVENIENCE OF THF. \\11 N TOLIMPSSHOWN. CONTRACTOR, THE OWNER PND/OR ENGINEER ASSUMES NO E ¢TING OIL LE _ BY III CONTRACfORTO RESPONSIBILITY FOR ACCURACY- PRIOR TO THE START OF > ANO ELECFRFUMPANELS ( SUBMITARM.O.T. DEMOLITION THE CONTRACTOR SHALL VISIT THE SITE AND DETERMINE �Q'y./�" Ob{Y� _ TO BE REMOVED III GV .m �.Q_ f%ISTING roNCRfTE---- CENTS L-- PWNTO CIry OF THE EXISTENCE AND LOCATION OF ALL STRUCTURES. UTILITIES AND _ 2 III OCOEE FORAPPR M. TREES SHO\YN OR NOT ON TI1E PLANS. IYHICH VIOVLO NEED TO BE -.0 �W m iF Q T00ERG COVED TO DE REMOVED INDICATED REMOVED OR PRESERVED. ��iA Z yL;'y` 11�, ---- E%ISTINGTREES -- - 1 CONSTRUCTION, S 6. THE CONTRACTOR A OVOIHT0 COORDINATETHE RELOCATION ON ORREMOVAL ��j'•• o''iF"p� " - A - - •_ 'b POLLS, LIGHTS,L1AGO ILNE3 N THERRGHT-OF UTILITIES, ANDD ON THE UTILITYA///IIIIII�IYY -A F PRG WITH THE APPROPRIATE SERVICE PROVIDTIC EXISTING VTILRY POLE 'T _ b e ]. THF CONTRACTOR SHALL REFERENCE AND RESTORE PROPERLY _ TO BE REMOVED O CORNERS AND LAND BARI(ERS DISTURBED DURING CONSTRUCTIODI D I. (i=i RD lel (UNDER THE DIRECTION Of A FLORIDA REGISTERED LAND N q ` SURVEYOR). W A c�y SODDED PRIODISTUR TO ED FI AL ACCEPTANCE CLUDING RIGHT-OF-WAY MUST BL EXISTING UTILITY POLE q - TOOE REMOVED A - m� EXISTING ASPHALT TO I REMOVED [ GIS C AINL _ E%ISTING 08LIAR0 N _ TO BE REMOVED (IYP)'STN�DI LINK EXISTING ASPHALT TO BE REMOVED 0E E%1 5ffNCE TOOE M1EM^VE g - 3 ED ! d, T_ o< EXISTING 6CHAIN LINKm TI i FENCE TO0EREMOVED IA I^1 /J EXISTING CONCRETE TOOEREMOVE D iiLli hyj O a f ExI IxG urn POLE AND ELERRICAL PANELS �y \ F\ 1 TOBFREMOVED 1 1)[) EXISTING TREE TO BE REMOVED '. Ir'� IEXS nG Tfar i .�1 rx¢nxGUmmPOLEaxO U OI STORE IN / ELERRICALPANEtS iO Bf REMOVED kn 110 1 A �E�S F%STING CONCRETE - h E%lS(ING I%EfS— / TO OFREMOVFO TO BE REMOVED _ Soo rav^ ;, E%ISTING AT CHAIN LINK VCEDED TUOE STEEL PARKING :, FENCE TO BE REMOVED IIiLG STOPTO BF REMOVED S. BLUFO i UE = EXISTING unRlneLE—WIDTH RICHT of wn"r _ IrecFER 56 SHEET cb.O FOR CONDITIONS/ a, Pc. loo GENERAL eLEGENDS ifs IN ADDITION 3' DEMOLITION _ PER P.B.P'H 401, PG. 3168 SIT -S NoiS AND v _ _ AND O.R. a;�' rsfamafMENTs. PLAN — .. -. PROI ANNAGER' DATE'. - - CALL 48 HOURS CB IN. REFCRE YCB DIC �® ®® DpgWN py: 611EETNO' Ine Lawl �`^> Rn, 6CALB: -aoo-asz-ano®®g�®+ y0• 9rv9WE 51Afr tlF VILM FgtOA WC PROTEGE NO: ® _ 18-016 L PROPOSED 5 -SIDEWALK/ "SIDEWALK EASEMENT / -ALL PROP0" WORK 1•A THIN G,HE MUST GE APPROVER BT INE CITY OF OCOEE. -ALL TRAFFIC CI -IRA SIGNAGE $HALL GU'NFOFIT TO - ,ANOAL ON UNIF.BIT DAFEIC CCHTROL De'nce5' RY WE U.S. DEPARTMENT OF PY LRANSP A TATION, FEDERAL HIGHIVA, ADAM NI STRAiION. CALL 40 HWRS RFFFR i0 SIICET C00 FOR BEFORE TW DIG �� y_Q® GLNEFAL NOTES SPECIE CAI Ile ihEa Lawl �V nY0 LECENos. In ADDITION ro ®� SITE SPECIHc NO -Es AND 800-482-4770 B��®A REOLIIRFH1NTS sE�rt m'E [w.rcRaboA wc� RifF4 TO Sf1EEi5 C40—C4.1 FOR DETAILS.. 1 :Iv:)�, x OPOSED WORK VWTHIN ENgwEERPI KOH. IT IS' 30' 60' ELF. s 1. - KNEE HIGH WALL 93TICS, KNEE HIGH WAIL _--gY z - -711111111 COMMERCIAL DISTRICT -20SSO' BLDG R o z AREA SUMMARY: 136 REGULAR SPACES VARIABLE -WIDTH RIGHT OF WAY SHALL CONFM261 TO TOTAL SITE AREA �a SF 4,56 AC 1000% PER P.B. A, PG. 100 r EXISTING BUILDING 3.599 x _ L CENCET BY TEE `1 36.)11 Sr xl d PARCELD,E 17 22-20-6144-04-042 EXISTING PAVEMENT TO 1> ®`� lyj M UWNLR CITY OF OCOEE USE VACANT _ _ _ 208.6c HERE. SF 1 37 AC WAREHOUSING (I-1) T ADIAINISTRAT0N. U2 o - C. PROPOSED DEMPSTER - U, ON U4 UI A j W o9 ENCLOSURE 93.025 SF 2.15 AC 47.0% z T 4 W OO RtOM iGBCS pa •^ i C I PROVIDE Q / Y, /� HPE'O'Q a E%ISfING TREES i0 REMAIN HYPE REAR (WEST) 20 FT WALL IF TOP) LUMINARIES A 25 H IS2.N4 F1 TMNSRIoNODUR. 510E (SOUTIC 20 FT N I � TO FLUSH GNOSCAPE BUFF RE2J E UII ED fOREAFFN -I UGM POLE (TYE 50 FI 15.00 FT REAR UVEST) DOLE NB9 "DID VEL W W VALLEY GUTTER 510E (NORTH) 25 FT 6' u9CY1:0 u1CL r&_>T_ MARKING TOP) PAVEMEN DAO DRP) 34"STOP 36"STOP SIGN (IVP L PROPOSED 5 -SIDEWALK/ "SIDEWALK EASEMENT / -ALL PROP0" WORK 1•A THIN G,HE MUST GE APPROVER BT INE CITY OF OCOEE. -ALL TRAFFIC CI -IRA SIGNAGE $HALL GU'NFOFIT TO - ,ANOAL ON UNIF.BIT DAFEIC CCHTROL De'nce5' RY WE U.S. DEPARTMENT OF PY LRANSP A TATION, FEDERAL HIGHIVA, ADAM NI STRAiION. CALL 40 HWRS RFFFR i0 SIICET C00 FOR BEFORE TW DIG �� y_Q® GLNEFAL NOTES SPECIE CAI Ile ihEa Lawl �V nY0 LECENos. In ADDITION ro ®� SITE SPECIHc NO -Es AND 800-482-4770 B��®A REOLIIRFH1NTS sE�rt m'E [w.rcRaboA wc� RifF4 TO Sf1EEi5 C40—C4.1 FOR DETAILS.. 36,711 SF BUILDING F.F.E. = 122.50 HANDICAP STRIPING mP) HANDICAP SIGN HER) 4 2 93'23 i$fA SWN.1949'E pG, A 11 f/� 9"WHREEA PI P10'(� RS Hp0]p E,1 02 &' ES fl6' n ,6.wE WHEELSTOPMP) SEE BACK -1Q {SCI —SN]B49°E R fl10 RI' PAVEMEN MAP I gyp)' m 'I$IgyJ BARRY HE MP) F 10 O �I PSN R6 PS'J 2 8 uz.aa' et0c THE _ nir oo-E a..I Rs- Ryyy fl10 NIO (flj W 1 NM']B_49'W u 0 m' 1 :Iv:)�, x OPOSED WORK VWTHIN ENgwEERPI KOH. IT IS' 30' 60' ELF. s 1. - KNEE HIGH WALL 93TICS, KNEE HIGH WAIL _--gY z SCALE: C'=10' -711111111 COMMERCIAL DISTRICT pplT VENUE Ca BLUl`ORD A VENUE 1J 11 AFFIC CONTROL AREA SUMMARY: 136 REGULAR SPACES VARIABLE -WIDTH RIGHT OF WAY SHALL CONFM261 TO TOTAL SITE AREA �a SF 4,56 AC 1000% PER P.B. A, PG. 100 r EXISTING BUILDING 3.599 x _ L CENCET BY TEE `1 36.)11 Sr xl d PARCELD,E 17 22-20-6144-04-042 EXISTING PAVEMENT TO 1> ®`� lyj M UWNLR CITY OF OCOEE USE VACANT (j V II (n TONING: RESTRICTED AINUAGCTURING & 59,493 SF 1 37 AC WAREHOUSING (I-1) T ADIAINISTRAT0N. U2 o - C. PROPOSED DEMPSTER - U, ON U4 UI A j W - ENCLOSURE 93.025 SF 2.15 AC 47.0% z T 4 W OO RtOM iGBCS PROVIDE Q / Y, /� 120.50 FT -"' E%ISfING TREES i0 REMAIN HYPE REAR (WEST) 20 FT WALL IF TOP) LUMINARIES 36,711 SF BUILDING F.F.E. = 122.50 HANDICAP STRIPING mP) HANDICAP SIGN HER) 4 2 93'23 i$fA SWN.1949'E pG, A 11 f/� 9"WHREEA PI P10'(� RS Hp0]p E,1 02 &' ES fl6' n ,6.wE WHEELSTOPMP) SEE BACK -1Q {SCI —SN]B49°E R fl10 RI' PAVEMEN MAP I gyp)' m 'I$IgyJ BARRY HE MP) F 10 O �I PSN R6 PS'J 2 8 uz.aa' et0c THE _ nir oo-E a..I Rs- Ryyy fl10 NIO (flj W 1 NM']B_49'W u 0 m' R 1 :Iv:)�, a ORGE. 5 OPOSED WORK VWTHIN ENgwEERPI KOH. IT IS' 30' 60' ELF. s 1. - KNEE HIGH WALL 93TICS, KNEE HIGH WAIL _--gY o,un SCALE: C'=10' -711111111 COMMERCIAL DISTRICT pplT VENUE Ca BLUl`ORD A VENUE 1J 11 AFFIC CONTROL AREA SUMMARY: R flb' SITE INFORMATION ONLY - -- OPOSED WORK VWTHIN SITE AREA. UNDI4.44 SF (4.56 AC) KNEE HIGH WALL 93TICS, KNEE HIGH WAIL _--gY APR ICITY DE COEE.AFFRO CITY OF OCOEE. E %5 N( TONING C -I NEIGHBORHOOD COMMERCIAL DISTRICT pplT VENUE Ca BLUl`ORD A VENUE 1J 11 AFFIC CONTROL AREA SUMMARY: 136 REGULAR SPACES VARIABLE -WIDTH RIGHT OF WAY SHALL CONFM261 TO TOTAL SITE AREA 190,714 SF 4,56 AC 1000% PER P.B. A, PG. 100 L ON UNIFORM TRAFFIC EXISTING BUILDING 3.599 SF MASONRY CONSTRUCTION. THE COUP) 19ASTE ENCLOS3RE MATERIALS L CENCET BY TEE PROPOSED BUILDING 36.)11 Sr PARIMENT OF FADAINISTRA�04, EXISTING PAVEMENT TO REMAIN SODS SF 0.12 AS ORTA0016 FEDERAL. PROPOSED PAVEMENT 59,493 SF 1 37 AC T ADIAINISTRAT0N. TOTAL IMPERVIOUS AREA 104,889 SF 2,41 AC 53.0% � TOTAL PERVIOUS MG 93.025 SF 2.15 AC 47.0% z _ RtOM iGBCS REQUIRED PROVIDE Q FR 50 FT 120.50 FT REAR (WEST) 20 FT 23,96 FT 635 mm SICE (NORTH) 25 H IS2.N4 F1 TMNSRIoNODUR. 510E (SOUTIC 20 FT 205.50 FT � TO FLUSH GNOSCAPE BUFF RE2J E UII ED fOREAFFN -I FRONT (FAST) 50 FI 15.00 FT REAR UVEST) 20 FT 945 FT VALLEY GUTTER 510E (NORTH) 25 FT 15,25 R R flb' 500W38'49"E 595.68' ONLY - -- 91 LF25 KNEE WALL (d TE TRIPS _._. 64 LF26 KNEE HIGH WALL 93TICS, KNEE HIGH WAIL _--gY _6a LF25 KNEE HIGH WAtt / 12°RIPR�N<UgR pplT VENUE Ca BLUl`ORD A VENUE 1J 11 - _ PROPOSERS' SIDEWALK/ j 5'SIUEWAtK EASEMENT 136 REGULAR SPACES VARIABLE -WIDTH RIGHT OF WAY 5 HANDICAP SPACES TRANSITIONV CURB TOTAL 42 PARKING SPACES PER P.B. A, PG. 100 , TO FLUSH AND O.R. 4401, PG. 3168 MASONRY CONSTRUCTION. THE COUP) 19ASTE ENCLOS3RE MATERIALS ON CALCULATION SUMMARY TRMACILITY ITEUSE ODE == ONLY - -- AN%p1UA RU LC NG IEGHT' 35 F PROPOSED XX F (d TE TRIPS 4S6n R COVIONAL !1 GEE 1e6 13tl PPRN PIG PROV DER: 6" DOUOtESOLIDYELLO STOP BAR MR) STOP SIGN RED) TRANSITION I OF TO FLUSH T) 0� �O1 o W SIDE (SOUTH) 20 FT 25.01 F AN%p1UA RU LC NG IEGHT' 35 F PROPOSED XX F (d PARKING REQUIRED', A PER CITY OF OCOEE LDC 6-4 OFF STREET PARKING STANDARDS GOG PPRN PIG PROV DER: Re 136 REGULAR SPACES 5 HANDICAP SPACES TOTAL 42 PARKING SPACES OUMPSTCR ENCLOSURES ARE TO BE 6 I HEIGHT AND CONSIST OF MASONRY CONSTRUCTION. THE COUP) 19ASTE ENCLOS3RE MATERIALS WILL MAICH 'HE MAIN BUILDING PER LDC ARTICLE 6-14.G(4).PDJ. ucHT Suit ASPHALT PAVEMENT EE � z s' aICHT of Wnr DfDlcnnoN TO CITY OF OcoEE O � 7N slu As) scn. fp sIEEL RFE 60 mm ODalmm vlPLL 635 mm 99.4FAfiE MILY IDgT u9CY1:0 u1CL At OrLDa '. T 4IS AI1A1pA PEE AU 910 1 A IW Ohl DERP HER DAC FLED M CP`I 11E aAC ➢PE J(1_i1$f.5) y( MED 11TH APnI1ffi Vw 11 Ca;arttE c ss A (rtN 406) E E N ONC 1N 4WY[ F 300 m En M 5 11 S LINDID-IRI vm (11 NET BIKE RACK 0 NTS NOTE: ALL SITE FURNISHINGS ARE TO BE PAINTED BLACK INCLUDING BOLLARDS 5 nm- _ xv�tu h o xf n[ '"It'TLl 1mµaT.n Aw IXtn KNEE WALL TWIN SITE GEOMETRY PLAN K BRICK OR PRECAST CONCREit RINGS NEEUAH R-1660 SOLD VANHOLE MINE h COFVTS_.. PANA'C 300 RIM=12L83 (SEE PLUMBING PIANS) IG +Wit'.4 INV.IN= 11]35)6"S) G.D.- INV,OVi=31].02 SAN. CIEANOUi (SEE OETNL RIM=122.99 (SEE PLUMBING PIANS) q. SLF OF 6' SDR 35 M< GS,@LIAR% I.i 1 FLORY CONTROL 50 GPM(MEN *'-2'� ,F•--2'�. 2'(MAST ADD BY CWT) _ 1 INV, OM=118.50IG"E) mlCn 4' wTEr INV. IN=11].61(6"W) - SAN.XUEANOUi GR WI BEL IN El _ 'RIM=TALES GRAVITTYY OR VACUUM—TYPE SANITARY SHALL BE LA10 SO PROPOSEDD GRAVITY & CURET PIPES W X114ER 1 "AST SIX IIJCf1E5 ASID PREFER ABLY CITE OUTSIDE OF THE WATER MAIN S A LE �/ PRECAST OPENINGS— WATER LLVtLJ ES TLET 1;:m 0 A Fe ' SUBDUE MANHOLE STEPS (M.) FONT L D -=i O SECRm Al LEAST 12 INCHES ABOVE ON BILLOW THE OUTSIDE OF THE OTHER PIPELINE. SMID EARTH 9EARWC HOMEVER, IT IS PREFERABLE TO LAY THE WATER MAIN AROSE THE OTHER o< O (MIH, CCEPAC➢ON 959" OF NATER MAIN PIPE SHALL BE CENTERED AEOVE OR BELOW THE ORDER OR BACKFILL ROVES UNLSTONE) VA B- AS AR AS POSSIBLE WOM PIPELINE SO THE WATER MAIN JOINTS WILL, GREASE TRAP DETAIL F I ACIPELRRANGED AL W SHALL BE ARRANGED SO THAT ALL NATER MAIN JOIN'S ARE AT LEAST THREE ED O NTS FRAME k SOUP LID. NEENAH NO R-1974 -A (SUNNI) OR APP 'YOU AAUAI- 11111 CLEAR OPENING MUTUAL 10 PIPE 1.0 4 FMSHEO IINi/ `FISCAA111S1 WxERE SEATS GuwEU BInsNE9 GRADE RUCK 41 BCIR NOTES. — WAILS AND TOP SHALL BE FABRICATED TO CONALY WTH 'H2O" HEAVY TRAFAC pYE ,.45 WTD, -.. -- 5Q 4"PING VALVE ANO '- CONNECT TO E%RTING IE," BACKFLOW PREVENTER FM WNN 4"%16'TAPPING . VALVE AND SLEEVE PROPOSED A' PVC OR 18 LOADING STANDARD,- _ CORE NCTE SHALL BE REINFORCED WIN 6+6 10/10WCLEANOUTP NE ME511 NTS L / ( / Q I UFf TOM STATION 6 RIM=12250 INV IN= UT=1UP 20,23 INV. OM=120.33 36,711 SF BUILDING F.F.E. =122,50 93LF,OF VIDW15PV151, +l SAN. CLFANOUV RIM B T PIAL =121.04 ❑ { _ INV. IN=11T.23(fi"5) INV IN= INV. OEM =1121316"NW) INV. OUT Do' To1111TIU 12' TO SPER TAPPP NGVAAT ,A PABU LVE AND %12' BACKFLOW PPEV[MERSUDAN ---- ---- —R. TAPPING SA OLE S. BLUFORD VARIABLE -WIDTH RIGHT OF WAY PER P B A, PG 100 AND,., O.R. 4401, PG.. 3168 2" rvT -yvy� — rvy ` PROPOSED 4'PVC SOP 18 'I X81 LF. Oi 6'SOR 35 PVCSi@IOOX USAN. CLEANOM RIM = 117.18] INV. IN=LIBERIAM) I� INV. OUT -11352(v PAR (CDIP FIRE UNE YE FIRE DEPARTMENT .ADDITION 11, ,* }RIL1E131V IT All INVMIN 31q as (e'S) INV OUT =1143SUP W) /ETHYLENE � I DOM TIC ER SERVICE BL00 B- TIRE DETEa FLECK ' ' -VAL UA OW CWN o VALVE - GATE WI PREVEMOR Y1 AND A- GATE VALVE Z' IRRIWTION METER AND BACNFLOW PREVENTER a"EMNED WATER SERV ICE SIR CUT (FORFUTURE CONNECTION) START DIRECTIONAL BORE Q 2 REDLAIMED WATER SERVICE END OICTONALRORE _ CNY OCOEE TO CONNECt IN THE FUTURE Q R D FIR FLOW NFPA TABLE 18.4.5.1.2 BRE MOW AREA 6REMMETA DOMESTIC WATER SERVICE CONNECUR TIFF OF CONSTRUCTIM RIM=12L83 (SEE PLUMBING PIANS) (NFPA TABLE 4.11) INV.IN= 11]35)6"S) REWIRED FLOW INV,OVi=31].02 SAN. CIEANOUi FI RE LINE SERVICE CONNECTOR RIM=122.99 (SEE PLUMBING PIANS) INV. OUT =118.50(6°E) SLF OF 6' SDR 35 M< GS,@LIAR% I.i 1 SAN. CIUNOUi A LUNE 6'300. IS PVCSS.@6H% - 'SIM=UUMN 4 F _ 1 INV, OM=118.50IG"E) SAN. CLEANOUT RIM 13LE.OE4'SORSSPVCSS X,",RX INV. IN=11].61(6"W) - SAN.XUEANOUi INV.OUT=11].41GO N)E1pp�\\\ _ 'RIM=TALES 93LF,OF VIDW15PV151, +l SAN. CLFANOUV RIM B T PIAL =121.04 ❑ { _ INV. IN=11T.23(fi"5) INV IN= INV. OEM =1121316"NW) INV. OUT Do' To1111TIU 12' TO SPER TAPPP NGVAAT ,A PABU LVE AND %12' BACKFLOW PPEV[MERSUDAN ---- ---- —R. TAPPING SA OLE S. BLUFORD VARIABLE -WIDTH RIGHT OF WAY PER P B A, PG 100 AND,., O.R. 4401, PG.. 3168 2" rvT -yvy� — rvy ` PROPOSED 4'PVC SOP 18 'I X81 LF. Oi 6'SOR 35 PVCSi@IOOX USAN. CLEANOM RIM = 117.18] INV. IN=LIBERIAM) I� INV. OUT -11352(v PAR (CDIP FIRE UNE YE FIRE DEPARTMENT .ADDITION 11, ,* }RIL1E131V IT All INVMIN 31q as (e'S) INV OUT =1143SUP W) /ETHYLENE � I DOM TIC ER SERVICE BL00 B- TIRE DETEa FLECK ' ' -VAL UA OW CWN o VALVE - GATE WI PREVEMOR Y1 AND A- GATE VALVE Z' IRRIWTION METER AND BACNFLOW PREVENTER a"EMNED WATER SERV ICE SIR CUT (FORFUTURE CONNECTION) START DIRECTIONAL BORE Q 2 REDLAIMED WATER SERVICE END OICTONALRORE _ CNY OCOEE TO CONNECt IN THE FUTURE Q R D FIR FLOW NFPA TABLE 18.4.5.1.2 BRE MOW AREA 86,711 5F TIFF OF CONSTRUCTIM TYPE II(111) (NFPA TABLE 4.11) 11. ORO F£RING. [CC REWIRED FLOW 2,500 GPM DIRECTOR 2 HOURS / SITE a �+ �tI lA3 CA.C• AND 62-604.400 (3), F.A.C.AS NOTED BELO\V NEW OR RELOCATIC. 11. ORO F£RING. [CC yR'r Le °a's�nnlss DISTANCE OF AT LEAST 51% FEET, AND PREFERABLY TEN FEET, BERAEN THE Ax LE tRua. SCALE, V-30' ]Al•Z cd;w oNF-'ozE UO INS I.i 1 BEPIX2E YW DIG ®®p om FDEP NOTES ��%•:• 4 F 7�"1/I SEARS SHALI HE REDUCED TO THREE FEET WHERE WE HOLUNB OF THE IIPWL'l �3 e% NEW OR IUNDERGROUND WAVES IRAN S CROSSING ANY EXISTING 012 GRAVITTYY OR VACUUM—TYPE SANITARY SHALL BE LA10 SO PROPOSEDD GRAVITY 5 I'/u.6.1 NCS X114ER 1 "AST SIX IIJCf1E5 ASID PREFER ABLY CITE OUTSIDE OF THE WATER MAIN S A LE �/ 12 INCHES. ABOVE OR AT LEAP 12 INCHES BELOW THF OUi510E OF TME A o 1;:m 0 A Fe ' MAINS CROSSING ANY EXISTING OR PROPOSED PRESSURE-TYPE SANITARY SETTER, WASTEWATER OR STORIAWAIER FORCE MAIN OR PAE1 BE CONVERTING D -=i O un Al LEAST 12 INCHES ABOVE ON BILLOW THE OUTSIDE OF THE OTHER PIPELINE. �/ HOMEVER, IT IS PREFERABLE TO LAY THE WATER MAIN AROSE THE OTHER o< O II> OF NATER MAIN PIPE SHALL BE CENTERED AEOVE OR BELOW THE ORDER VA B- AS AR AS POSSIBLE WOM PIPELINE SO THE WATER MAIN JOINTS WILL, H F I ACIPELRRANGED AL W SHALL BE ARRANGED SO THAT ALL NATER MAIN JOIN'S ARE AT LEAST THREE ED O TIRE f1Y0MM '. ASSEMBLY ° f�11 0 MINIMUM VESTIGE AND HORIZONTAL SEPARATION BETWEEN POTABLE WATER SITE a �+ sFlewos CA.C• AND 62-604.400 (3), F.A.C.AS NOTED BELO\V NEW OR RELOCATIC. 11. ORO F£RING. [CC U' IS' SIT 60' °a's�nnlss DISTANCE OF AT LEAST 51% FEET, AND PREFERABLY TEN FEET, BERAEN THE Ax LE tRua. SCALE, V-30' ]Al•Z cd;w oNF-'ozE PROPOSED GRAVITY- OR PRESSURE-TYPE SANITARY SEVER, WASTEWATER W �N'.V z m�� FORCE IAAIN, OR PIPELINE CONVEYING RECLAIMED WATER NOT REGULAISD BEPIX2E YW DIG ®®p om FDEP NOTES ��%•:• 4 F 7�"1/I SEARS SHALI HE REDUCED TO THREE FEET WHERE WE HOLUNB OF THE IIPWL'l MINIMUM VESTIGE AND HORIZONTAL SEPARATION BETWEEN POTABLE WATER SITE AND SANITARY SEALER MAINS TO COMPLY 119TH RULES 62-604A00(2)(G) - (I). UTILITY CA.C• AND 62-604.400 (3), F.A.C.AS NOTED BELO\V NEW OR RELOCATIC. OQ�O, ••.,ry/�A�' UNDERGROUND WATER MAINS SHALT. HE LAID i0 PROVIDE A HORIZONIAL PLAN DISTANCE OF AT LEAST 51% FEET, AND PREFERABLY TEN FEET, BERAEN THE 2 CT y� p ad•{V OUTSIDE OF THE WTER MAIN AND 111E OUTSIDE OF ANY EXISTING OR ]Al•Z cd;w oNF-'ozE PROPOSED GRAVITY- OR PRESSURE-TYPE SANITARY SEVER, WASTEWATER W �N'.V z m�� FORCE IAAIN, OR PIPELINE CONVEYING RECLAIMED WATER NOT REGULAISD BEPIX2E YW DIG ®®p om UNDER PART IS OF CHAPTER 62-610. EA.O RHC MICK GET HORIZONTAL ��%•:• SEPARATION DISTANCE SCREEN WATER IAAINS AND GRAVITY TYPE SANITARY 7�"1/I SEARS SHALI HE REDUCED TO THREE FEET WHERE WE HOLUNB OF THE IIPWL'l WATER MAIN IS LAID AT LEAST SIX INCHES ABOVE THE TOP OF THE SEWER. e% NEW OR IUNDERGROUND WAVES IRAN S CROSSING ANY EXISTING 012 GRAVITTYY OR VACUUM—TYPE SANITARY SHALL BE LA10 SO PROPOSEDD GRAVITY 5 I'/u.6.1 NCS X114ER 1 "AST SIX IIJCf1E5 ASID PREFER ABLY CITE OUTSIDE OF THE WATER MAIN S A LE �/ 12 INCHES. ABOVE OR AT LEAP 12 INCHES BELOW THF OUi510E OF TME ORDER PIPELINE HOWEVER, IT IS PREFERABLE TO LAY THE NATER MAIN p ABOVE THE TRUER PIPE INE, NEW OR RELOCATED, UNDERGROUND SPATES MAINS CROSSING ANY EXISTING OR PROPOSED PRESSURE-TYPE SANITARY SETTER, WASTEWATER OR STORIAWAIER FORCE MAIN OR PAE1 BE CONVERTING RECLAIMED ]'WATER SHALL BE LAID $O THE OUTSIDE OF THE WATER MAIN IS un Al LEAST 12 INCHES ABOVE ON BILLOW THE OUTSIDE OF THE OTHER PIPELINE. �/ HOMEVER, IT IS PREFERABLE TO LAY THE WATER MAIN AROSE THE OTHER PIPELINE AT THE UTILITY CROSSINGS DESCRIBED ABOVE, ONE FULL LENGTH OF NATER MAIN PIPE SHALL BE CENTERED AEOVE OR BELOW THE ORDER VA B- AS AR AS POSSIBLE WOM PIPELINE SO THE WATER MAIN JOINTS WILL, THE OTHER AT SUCH CROSSING5, THE PIPES THAT ACIPELRRANGED AL W SHALL BE ARRANGED SO THAT ALL NATER MAIN JOIN'S ARE AT LEAST THREE ED O INV fL 11 ].6S FROM ALL IN REGULTE SANITARY SF,VRI2O OR PIPCHAPTER ES CONI APAED WATER REGULATED UNDER PARI III OF CHAPTER ER 62-610, GUT, r� 62 61U, F.AC, ASA Ai LEAST SIX FEET EWA ALL JOINTS IN BRAVERY -OR AND f SANITARY FORCE MAINS. OR PIPELINES PRESSURE p COYVEYING RECLAIMED WALTER NOT REGULATED UPIDER PART IF OF CHAPTER GEC TER NOT, REGULATED U 62-6T 0, F.A. G UTILITY NOTES SITE BEPLACED AS CLOSE TO THE BUILDING AS POSSIBLE, PAINTED BUCK, AM UTILITY I. ALL RIGHT -OF -SLAY DISTURBED BY THIS WORK SHALL BE RESTORED TO ITS OQ�O, ••.,ry/�A�' A i N AND ACCORDANCE WITH APPLICABLE. CITY OF OCOEE IN PLAN ORIGINAL CONOI 10 CODES. ALL. DISTURBED AREAS MUST BE SODDED TO MARTA EXISTING GRASS 2 CT y� p ad•{V TYPE OR BETTER AS REQUIRED BY JURISDICTION. ]Al•Z cd;w oNF-'ozE BETWEEN W �N'.V z m�� 2. CONTRACTOR TO MAINTAIN 12" VERTICAL SEPARATION BEPIX2E YW DIG ®®p om WATERNAIN AND SANITARY SEVIER MAIN.o. ��%•:• 3. ALL MATERIAL AND SPECIFICATION5 SHALL FOLLOW CITY OF OCOEF 7�"1/I ENGINEERING STANDARDS, IIPWL'l 4, ALL OUTSIDE ELECTRICAL. TELEPHONE, CABLE, AND GAS EQUIPIAFNT SHALL SITE BEPLACED AS CLOSE TO THE BUILDING AS POSSIBLE, PAINTED BUCK, AM UTILITY SCREENED MUH LANDSCAPING (LOC, ARTICLE VI, SECTION 6-14, C, (2), (h), I). IF MOUNTED ON BUILDINGS THEN THE SAIL COLOR OF FILE BUILDING MILL PLAN APPI Y. i CONTRACTOR SHALL VERIFY EXACT ELEVATION OF AL1. EXISTING UTILITIES NATE'. AT ALL CRUSHING AND CONNECTION POINTS PAN OR IC N L CO A EN-OPFULT C8 06/21/31 OF ANY CONSTRUCTION RELATED ACRSTIES NOTFY ENGINEER IMMEDIATELY BEPIX2E YW DIG ®®p om OF ADTY-BSCEELANWE5, MLEtT No. 6, ALL PROPOSED INFRASTRUCTURE IMPROVEMENTS PRIVATE OR PUBLIC MUST 11.8 (FIE, LBWS BE COHSTRUCFED IN ACCORDANCE SIIH CITY M OCOEE'S IAM p{1 STANDARDS AR CONSTRUCTION SPECIFICATIONS FOR WATER & 1YASTEIYATEC STANDARDS e% 7. CONTRACTOR SHALL BEGIN ALL UTILITY INSTALLATION AT POINT OF CONNECTION, INCLUDING STORMWATER PIPES. 5 I'/u.6.1 NCS SECURE �/ CONTRACTOR SHALL COORDINATE CONDUIT SIZE, CONNECTION POINT, AND SERMCE SIZE RATH TELEPHONE SERVICE PROVIDER PRIOR TO CON51RUCNON, ELN FRIG SHALI. COORDINATE ON POINT. SERMCE SIZE, TRANSFORMER ON AND CONSTRUCTION WILL ELECTRIC SERVICE TRANSFORMER PRIOR TO CONSTRUCTION. CONTRACTOR i1 INCLUDE ANY AND ALL R TO TION, CONTRA T P RECORDASSOCIATED ASSOCIATED COST IN ORIGINAL CONSTRUCTION BUDGET FOR INSTALLATION OF un By SECONDARY EMPTY CONDUITS AND MRES AS REOUIREU BY PLECTRI �/ UT ELECTRIC URLITY PROMDER, D. 112196 AS A I 0' HOPE INV fL 11 ].6S 1'0 6,'11 CLR E. POLYETHYLENE UOUCSTIC PATER SERMCE SERB'. SITE UTILITY O PIPE CONFLICT PLAN ITS, NATE'. REFER TO SHELFCOO FORPRO)RIAN CALL 48 HW B C8 06/21/31 GENERAL NOTES SPECIFICAT ONS, ACID LEGENDS IN ADDITION TO BEPIX2E YW DIG ®®p om paARM OY MLEtT No. SITE-SPECIFIC NOTES AND 11.8 (FIE, LBWS GCL H REOUI-` PETER TO SHEFAS CEO -051 1-8BB'�2-4%%D�®D�®® 30 FON DETAILS 5 I'/u.6.1 NCS PH ➢t CI NO �/ I8 -NIB NOTE: COMPLETE SYSTEM TO BE SUPPLIED BY: WLEF& COMPANY, INC. SANFORD, FL 32773 (407)265-9963 NO SUBSTITUTIONS - NO ALTERNATES LIFT STATION WILL BE PRIVATELY OWNED AND MAINTAINED. The H-20 Loatl Rated Fiberglass Whivell Must Be Manufactured By L.F. Manufacturing, Giddings, Texas, Which Includes AWif fe, 20 Yr. Warranty. Cennncaffm of the wehveil H-20 [.ad rating must be supplied with submlitata H-20 car8(catlon must be signed and sealed by an enyouraregistared In the StateofFlanda. After the H-20load rated widening has been Installer,, the ASTM Certification Number and Sandal Tracking Number must be visible. PUMPS: (SYN. WARRANTY) Submersible grinder pumps shall be RILEY Model RC20055. The pumps shall be installed in the H-20 GP FRP wehvell ulflizing a dual slide it system. The gdndm unit shall be capable a emaeraling materials normally foundle domestic and commercial sewage foto a fine blurry which will pass through the pump and the Sch.80 PVC discharge piping. Stator winding shall be open type with Class FInsulation and shall be hast - unions housing. the use o/pips, bolls, orolher fastening devices is net acceptable. A heat sensor Ihermostal shall be attached to the top end of the motor winding and shall be expected in seoas with the magnetic connector coil in the control panel to stop motor It winding temperature exceeds 140 C., but shall amomatfcally resat when in. winding temperature returns to normal. Two heat sensor lhermosmts shall be used on three phase motors. The pump motor grinder shaft shall be AISI 43OF SS threaded to take the pump impeller and the grinder impeller. Upper & lower mechanical ..Is ones be Silicon Carbide he Slifen Carbide. DUPLEX CONTROL PANEL: (3 YR. WARRANTY) To insure complete unit and warranty responsibility Me electrical cannot panel must he manufactured and built by Me pump supplier. Thepumo supplier must be a TUV(ULSOSA CERTIFIED) manufacturing facility, with a mfnufmum Lahti years history in the manufacturing of elechicai confrel panels. The Enclosure shall W NEMA 4X, minimum 30 -high x20° Manx 10 -deep fiberglass with 3 poenl latching system. The enclosure shelf have exlemal mounting feet to allow for wall mounting. The following components shall be mounted through the enclosure: I- as Red Amann Beacon (light) LED I- da. Alarm Dom belnlmum 95 DCB) 1- ea. Generator Receptacle wl weartg rproofchwarECM460 -UL 1686) The back panel shall be mahmed hour. 125, 5052-H32 madne alloy aluminum. All warmongers shall be mounted by machined stainless steel slope. The following componanns shall be mounted to back panel: 2 -ea. Motor Contactors 1 -an, Voll Mother (I red Phase Mother IS Ph) w/2 N/O & 1 NIC Contacts 1 -ea. Control Transformer (480 Volt Only)(Min. SOOVA) I- as Duplex Alternator w/Pum Selector Switch P P I- on. Model RCBBSAH battery neck -Up %W Spent Charger 20- ea. Terminals Far Field Connections 6- ea. Terminals For Motor Connections (Single Phase Only) 7 -ea. Grounding' 1 -ea. Seal Failul. Relay Relay The inner door shall be fabricated from.080, 5052-H32 marine alloy aluminum. The inner door shall have a engnua e, aluminum piano hinge. The following campanenns shall be mounted through the inner door: i -ea. Main Circuit Breaker i - ea. Emergency Circuit Breaker I- as Mechanical Intedock For Emergency And Main Breakers (UL Listed) 2- ea. Short Circuit Protectors w/Auxlllary Contacts I- no Control Clmult Breaker 2 -ea. Seal Failure Indicator Lights 1- ea. Hand 011 -Auto Selector Switches 2 -ea. Pump Run Pilot Lights 1 -ea. Power On Pilot Light 2- his Elapse Time Mature (Non-Rasetable) i-mr GFI Duplex Commulence Dollar Company, c. (H-20 W BATTERYBACK--UP FOR AUDIO AND VISUAL ALARMS COMPONENT SPECIFICATIONS: All circuit breakers shall be ..aided thermal magnetic. The mechanical interlock shall prevent the normal and emergency main breakers being smuggled at the same gree. An emergency generator receptacle shall be supplied In accordance with DEP standards, The generatorreceptacle shall be adequately shed to meet the equipment operating conditions. NEUTRAL TO SE SUPPLIED FOR BOTH 23OV 3PHASE OR 230V SINGLE PHASE POWER All motor short hameaft protection devices must provide for under voltage release and class 10 overload protection on all three phases. Visible bio indication, fes4 and reset capability must be provided without opening inner door . Open frame, across the line, contactors shall be rated per IEC standards and properly shed per the motor requirements. Containers shall provide for safe touch power and control terminals. Lightning Arrestor shall meet ULf"ll 3rd Edition or exceed the requirements ofANSWEEE SM. C62.21-0984 section 8.6.1. and 8.7.3 shall be supplied by electrician and mountetl on (he bottom side .1 the switch ago conngoi ahead of the pump connoripanel. A voltage monlfor shall be supplied for single phase aervnce. A phase inorder aging be auppiieit for (3) phase service. •green pilot light shallbe supplied percent, motor. Thepilot light shall illuminate each time Ne motor is called to run. Each pump shall have an Elapse Time Meter be record the accumulatadmntfine. The ETMshollbe2"dlameter, nonresetfable, six digit mtallyencapsulited unit A Red pilot light shall be supplied for control power. Thepilof hall( shall Illuminate when the control thwarts available inside Relays shall be Ice -cube plug in type. Relay contacts shall be .led 10 amp minimum, DPDT. Twenty(20) terminals shall be supplied for held connections. The terminals shall be reled 25 amps minimum. Each motors over-lemperafure contact shall be connected to Me terminal strip and shall open a contact to dreenermare the appropriate motor upon a high temperature within the motor. A 15 Amp Get duplex receptacle shall be supplied and MISCELLANEOUS: All widng on the back panel shall be contained within the wiring duct All wiring between Me inner door and the back panel shall be confamed with in a plastic spinal wrap. Each wire shall have a wire number at each and to correspond to the as built drawing for field troubleshooting. The control panel must be manufactured inhouse by lig station supplier and be a TUV (UL508A Changed) facility. FASTENERS & APPURTANCES, All fasteners, lifting cables, float cable bracket, hinges, andapp arks ance , shall be made olAIS1 304SS. A 304SS s1ldeAatch assemblyshall be provided for holding the doors open on the famwell and valve box. Slide rails shag be made of SCH,40 AIS1304SS pipe. Pump liking cables shall he made of AISI 304 SS. Pump lifting bales shall be made ofAISl 304 SS. H-20 LOAD RATED WETWELL WITH LIFTING LUGS The fiberglass wetwell must be H-20lead mind with into pal llNng lugs fiberglass slope In bottom of wehvell and valve box. Completion of the H-20 load milna must be supplied at the time ofsubmittals to Enaln ode, The wehvell shall be manufactured of fiberolace rambaced polyester (FRP) indent, and dfammiaras shown on the IIB station elevalion detail. The wall thickness shallbe adeauale /or the depth mind wehvell to maentaln the H-20 LOAD RATING. EXECUTION: Installation shall be in strict accordance with the manufacturers nummmendatlons In the locations shown on the dmwing. INSPECTION&TESTING: A factory representative shall be provide /ora one (1) time start-up and shell have complete knowledge of the proper operation and maintenance of complete system. Mugger the motors. The pump motors shallbe mugged out poor to the startup to ensure that the insulation of the pump motor/cable is intact. The pump controls and pumps shall be checked for mechanical reliability and proper operation. PUMPDATA FIBERGLASS VALVE BOX(LOCKAILE) ELEVATIONS � PR/MARYPUMP CAPACITY 77 GPM TOPOFWETWELL 122.60 TOM 70'TDH INLETINVERT 112.71 NUFACTURER HOMA HIGH LEVEL ALARM LA 142.21 DEL 1l GRP 4113 2ndPUMPON (LAG) 111.71 I 3460 let PUMP ON EAD 111.21 WER 44 PUMPS OFF (OFF) 109.21 AUVOLTS/PHASE 230W3 BOTTOMOFWETWELL 107.00 CHARGE SIZE 4„ WETWELL DIAMETER 48" a ELECTRICIAN NOTES: i. DRAWING NOT TO SCALE * 2, ALL ELECTRICAL WORK SHALL BE IN ACCORDANCE WITH LOCAL CODES * 3. ELECTRICIAN SHALL SEAL OFF CONDUIT RUNS * 4. ELECTRICIAN TO MOUNT LIGHTNING ARRESTOR AT SWITCH DISCONNECT * S. CONTRACTOR SHALL VERIFY POWER SOURCE PRIOR TO ORDERING EQUIPMENT * 8. NEUTRAL TO BE SUPPLIED FOR 23OV-3 PHASE OR 230V4lINGLE PHASE POWER. RILEY & CO./ H-20 GP 11-16.17 WNLUMINUM (LOCKABLE) COVER WI (LO FIBERGLASS VALVE BOX(LOCKAILE) ACCESS MATCH � EMERGENCY PUMPAUT WISALLVALVE - FIBERGLASS WETWELL � 3" ACTIVATED CHARCOAL H-20 LOAD RATED2,6"SS w/20 YR. WARRANTY 0.100 PSI PRESSURE GAUGE wI SHUT-OFF VALVE "A" NOTE: PUMP CONTROL PANEL SHALL BE LOCATED 3 FEET FROM WETWELL PERIMETER AT POINT "A" 72"x72"x47' CONCRETE SQUARE BASE SLAB AS PER SPECIFICATIONS wl N4 REBAR 18" O.C. Svnrcamsccesor coamol PANEL OENEPATOR RECEPTOR WOOL UL Teed Votes - - - ALwaiUNIbTRUT Y. -NOSE BIB SI<'OAIV. huhhe b1EEVE conuffED� -72 I10HmIN0 ARRESTOR FIEe MO.NFE0 BYEleapalpAN 1.1.-0FFb (S')91ELECmk1N1 NOTE: neo"•• (row.: REngrEDPREsbncheriIBlegancWPREVENtER TOEEffecatOSAl10N iOLL nEwSTAEDWWARRSUPPLYUNI NENFYMPOWERC04 RTETAPON'FEREOWATrB'(mun ELECTRICAL RISER FOR ILLUSTRATION PURPOSES ONLY L (2")CAST-IRON FLANGED PLUG VALVE CAST-IRON FLANGED CHECK VALVE 2" SCH.80 PVC SLIDERAILS 1" SCHAOAISI 304SS PIPE CONCRETE GROUT TO PREVENT FLOTATION 5.15 CU.YDS.MAKE MONOLITHIC POUR WITH BOTTOM SLAB & POUR _ BALANCE OF CONCRETE REQUIRED AROUND WETWELL WETWELL BOTTOM BOLT & SUPPORT DETAIL PUMP DISCHARGE BASE MIN.111" OM. x I^ Ss BOLTS WELDED TO A 12"x24"x114") SS ANCHOR PLATE EMBEDDED IN FIBERGLASS CAI( *a .OURS SUM YOU 010 Is, v Q� 14'a the Lawl 1l® ans— 1-800-432-4770 ,��g p �� 2cr 9G2loft tlll AWC� �Aoa fNGrNFERING. LOU. OR eh�. a'<_ 'o•> m4Fy: �hdbJ �,PRop`c�0� r///11111 U**Y LIFT STATION DETAILS ALUMINUM MATCH(LOCKABLEI ALUMINUM HATCH(LOCKABLE) RILEY 8 COMPANY 3" ACTIVATED CHARCOAL FILTER VENT FIBERGLASS VALVE BOX (3T' x 30" x 24" DEEP) 3- (2") FIELD INSTALLED KNOCKOUTS FOR ELECTRICAL FIN GRADE CONDUITS — INTEGRAL LIFTING LUG . L z E 4" x 2" u REDUCER ^ COMPOSITE WATER -TIGHT —2" PVC DRAIN INLET SLEEVE wISS NUTS I<uw EP -TRAP") & BOLTS 72"x72"x47' CONCRETE SQUARE BASE SLAB AS PER SPECIFICATIONS wl N4 REBAR 18" O.C. Svnrcamsccesor coamol PANEL OENEPATOR RECEPTOR WOOL UL Teed Votes - - - ALwaiUNIbTRUT Y. -NOSE BIB SI<'OAIV. huhhe b1EEVE conuffED� -72 I10HmIN0 ARRESTOR FIEe MO.NFE0 BYEleapalpAN 1.1.-0FFb (S')91ELECmk1N1 NOTE: neo"•• (row.: REngrEDPREsbncheriIBlegancWPREVENtER TOEEffecatOSAl10N iOLL nEwSTAEDWWARRSUPPLYUNI NENFYMPOWERC04 RTETAPON'FEREOWATrB'(mun ELECTRICAL RISER FOR ILLUSTRATION PURPOSES ONLY L (2")CAST-IRON FLANGED PLUG VALVE CAST-IRON FLANGED CHECK VALVE 2" SCH.80 PVC SLIDERAILS 1" SCHAOAISI 304SS PIPE CONCRETE GROUT TO PREVENT FLOTATION 5.15 CU.YDS.MAKE MONOLITHIC POUR WITH BOTTOM SLAB & POUR _ BALANCE OF CONCRETE REQUIRED AROUND WETWELL WETWELL BOTTOM BOLT & SUPPORT DETAIL PUMP DISCHARGE BASE MIN.111" OM. x I^ Ss BOLTS WELDED TO A 12"x24"x114") SS ANCHOR PLATE EMBEDDED IN FIBERGLASS CAI( *a .OURS SUM YOU 010 Is, v Q� 14'a the Lawl 1l® ans— 1-800-432-4770 ,��g p �� 2cr 9G2loft tlll AWC� �Aoa fNGrNFERING. LOU. OR eh�. a'<_ 'o•> m4Fy: �hdbJ �,PRop`c�0� r///11111 U**Y LIFT STATION DETAILS vcaMoe STORM SEXIER HYO ABa:1 RRGI BT Grw. PpW+Im aLevfeM PNNOA LLC Syli .901 fl .10019 R101E4T SWlam 203 uwu Cglplldl9 N„py Ewm OEcm w.re fem BMun w. Lvpanaev PR o-.6rtrlEl.'s 1xwR c 9 Dn4bWw WLAHI MpY: 1 ITS Weh�+ WWwfhw ENWeHPNY: Om .II BE CFOm W'Wan ABS CIwJM --w f 665 -APo 4k1L��4 fRp1 TO dY p Ta x11 41IwI. TOW F6x ICe1 IMel Ebntlaa Ppa Flrve. E. Vie HGL Fbry ' SW'm -vat -Mu__ NP) ROroY L'A IeIG 03030 i1ra CA W 9uMIW WN- NGL IIGL Pm 11B]x IfB]1 11B]l POB IfTA Heg1R irya 06tl 'M Tpw BM Inn 0 -fl CM CA i I m eleN -Fun mn MND CN BITµ W1HC1 CET IM CRar J C. I WHI FL %TDRK 9 TYPE 'E'INLETIrvv �9 M141 030 ¢ Nm 03N] Sm 11213 A01 IM.W 0611 IEE ¢ EW IGV 117.62 HY HDPE V4) CCIE I .AV W aW o2) f Tie I'll. A33 D5-5 TYPE 'E INLET ssl X10 OS1 1101 A05 ¢Ol 0 m 'E' PW ¢m v e I pAN f 3 A.1 m MW QN iW zm Ow x Y. uv 0w sec a0 +a ]BY 1714 (30" HERE 5) .'vw u01 -,A 1 �3 ]150 E.10 013 INV 06.86 (18' HOPE N) IID OW Im PW 113 IMII. IMM IME] MM M 41m m6 a IBE 0 [n FJ HA --- Om H]M W AW OW nM LPW Ow x INV USP (24' HDPE 5) APoM M'A M3 11Em Ilaxx 02q TBW 0 BU 1101 Maj .3 O3 W .I 'C'INLEi a FWI TYPE A. W AM UMPoI.VAN. GRATE / RIM 117,25 E%IS➢NG INLET TOP INV 11276 (24 RCP N) zW TO BE IAOCIFIED �J MND] 0 W Om f IOmi INV 111,73 (21RCP 1'I) iWl 1. STORM MANHOLE 0m nmM OA] ¢M 1 I ABi 1963 U H ,INTO\ AVA 111E 0 N. W 0 0� V3 O.M P MH -1 STORM MANHOLE Po I N IAw IWHR D11 N 1 FWI N. W Am ISH L81F am oM CO. 211 1 111E mm PM 11¢N Oi. LW Om STORM MANHOLE wv 17.54 (16" HOPE vl) TPN BA OA1 091 OAt OW A Om 0% i CH x IOW O.W ]O.M ¢LYE FWI 0.0x 0 0 IKW 0.m 0 M 3bt _=02 1100 OW EA3 3 112) ,'A. IROM nM NOW ". A �0 3b 1101 1 x'41 AM 0A5 OD 03] aW AM 13153 1mW 1 EIEI 19t IMn] nM OS9 ¢ Sm U. PbW 1AN.3 �9 am 1 ¢Bx am nm fv3e f w ou A. nm 0. FIB nI0 0m m 1m B+ax I 1 el.m_ Bm 1N V An e m a50 IOxO Inm B1 Am BW -, e3s mf F l TD OIN Mai .1 Mea Waal C'A WG 1411 BN Len fm0 µSoo U i Lc rzM NNn. TdM fNm qe In41Ewa0w LLavabn iYI 1Ma G W 6 Mm InIM �H�YA XIX t,dm LM _ n Mn )Dlµ Cbw. Mc fW LLw R XGL iM XeryO ipw Wq0 iL % I`YW Je W DSd 69 oAtl OAO ISP95 11810 N&90 119]1 OAL fa OM FUN cON CTOR 10 VERIFY SOLES,ON AIL S OEV/ALKS HANDICAP ZONES, 2N KING, LIC. .IF If9.W Qm OWURN.. HIM OM 031 At 1 1 GAA 03030 2W SIDEWALKS �ODR NG F NAL CONCRETE � L PROPOSED SIDES4ALK5 SHPLL BONDING 098 0.11 Om 0 Pm 11B]x IfB]1 11B]l POB IfTA 1nW 00'm UII INV 117.92 (155' HOPE SE) I ¢m m 0 Te as] ala 0.x DOW Acro ilium \Hiro 0158 I m eleN -Fun 9w xm m1 - 038 pFBJ 011 Ob0 011 Ofd ---- HE Om Ifp.>1- B) -- - tlN N20 OM1) 9 TYPE 'E'INLETIrvv &m OB] OW Ob _Is 1 om nm Om 11M OA) OBB OSI BA Po Bm IIIA _ }e"},.,RAL 90 110I3 IIAI9 AW Nm 03N] Sm 11213 A01 CALL 48 HOURS :RE EE TO SHEET C0.0 FOR BEFORE YOU DIG NOTES, SPECIFICALIONS, '0 'NV O LEGENDS. IN ATH RON To IPI9 the Lawl ;® ;® ISHE-sPEn1Hc n'oies1-800-432-4770®)t� REFER TO SHEEFS C6.0-161 a0a.v[ s3Arz art wu m ewmA 3µ- FOR DETPILs. t w - U 1� Im 1 h".. K� m ma S ,rye bh\xr� 'T, x ' / I G <4 MES -3 [!) k d �ra e"4 '�dl q it .1 'E o.xM: / II E z aB 0,1 n�, ` WI S10Ira 36,711 SF BUILDING %° D52 F.F.E. =122.50 f a a AO / f3h NY �o - - xi+ @BDsa oK @OKH' �I xe6o9n5 xB @A95xN �Y mp aFzO� BBEeAZBI: x0 Es3 'b f( 44� s`G C� DY30 Sl. t'bll�m Dss, A9m5 A _ R a F _ _ C51 ME54 LC OB / iii I F/F,• W l'I lJ � mN ? rvcAH T, @Bias Dsa XB' g 1. B3LWaAx x y` Dsa G'oFia'x I ' ® 0 Izo IV `a m^ y sm, �� E111\ --130 119 0 F 33 + FOFx 3sCu T � P OF n(P@ods% 51 I)�<_ -- 1X0El dEID ' f S. BLLTF®Rk3AV�i�7U a �W �`' �ePo o8 8'e cOlE oaninxO GonnEa VARIABLE -WIDTH RIGHT OF WAY LOaDTINGMANHOLE PER P.B. A, PG. 100 AND O.R. 4401, PG. 3168 NOTES: STRUCTURE NAME CONTRACTOR FkSIZ VERIFY LOCATION, FILVATBEGINS. , CTIORI MATERIALS. AND PIPE. SIZE BEFORE CONSTRUCTION BEGINS. AND I ` 1Nv 12000 (I8' RCP E) SRRKIOS cON CTOR 10 VERIFY SOLES,ON AIL S OEV/ALKS HANDICAP ZONES, 2N KING, LIC. RMPS AND OR VCWAY COPERATONS FOR C04PLIANfE YITP ATO ... ] NP tI NCTONABLtt TO MES-46 SIDEWALKS �ODR NG F NAL CONCRETE � L PROPOSED SIDES4ALK5 SHPLL BONDING Ln W0 .5ssi�n N01 ERASED 2% ACROSS AND GO LONGITUDINAL. -1,O»v2e 4osaa ALL PROPOSED GRADES AND CONTOURS ARE TO EDGE OF PAVEMENT UNLESS OTHERWISE NOTED, CONTRACTOR SHALL CONTACT ENGINEER OF RECORD AT LEAST 24 HOURS PRIOR TO POURING CONCRETE OR PLACING ASPHALT ON ALL DRNEWAT/CURB CUT CONNECTIONS FOR ENGINEERING INSPECTIONS. THE CONTRACTOR IS TO PERFORM ALL EARTHWORK ACTIVITIES IN ACCORDANCE WITH THE SPECIFICATIONS AND RECOMMENDATIONS CONTAINED IN THE GEOTECHNICAL INVESTIGATION REPORT PREPARED BY BLUE =ON GENERAL CONTRACTOR (ANO ALL SITE WORK SUBCONTRACTORS) SHALL OBTAIN AND REVIEW A COPY OF THE GEOTECHWCAL INVESTIGATION REPORT. COPIES OF THE REPORT ARE AVAILABLE THROUGH ME OWNER/DEVELOPER OR TESTATOR CONSULTANTS. INC. DIRECTLY. CONTRACTOR TO INCLUDE ALL NECESSARY SOIL WORK IN THE PROJECT 810. ALL RIGHT -OP -WAY DISTURBED BY THIS WORK SHALL BE RESTORED TO ITS ORIGINAL C01ID17ION AND IN ACCORDANCE WITH APPLICABLE COUNTY AND FOOT CODES, A0. DISTURBED AREAS MUST BE SCOOEU TO MATCH EXISTING GRASS TYPE. SOIL BORING LOCATION THE CONTRACTOR IS TO PERFORM ALL EARTHI'IORK ACTIVITIES IN ACCORDANCE 411TH THE SPECIEI6ATIONS AND RECOIAMENOATIONS CONTAINER IN THE GEOTECHNICAL INVESTIGATION RFRi PREPARED BY TERRACON CONSULTANTS, INC GENERAL CONTRACTOR (AHD ALL SITE WORK SUBCONTRACTORS) SHALL OBTAIN AND RNIE4'1 A COPY OF THE GEOTECHNICAL"INVPSIIGANON REPORT. COPIES OF THE REPORT ARE AVNIABLC THROUGH THE ONINFR/OEVELOPER OR TERRACON CONSULTANTS, INC. DIRECTLY STORM STRUCTURE ]ABL STRUCTURE NAME TYPE STRUCTURE DETAILS HIES -1 MITERED END SECTION 1Nv 12000 (I8' RCP E) LIES 2 CAPITAL STRUCTURE MODIFIED TrnT 'C,' INLET 120 20 CS -1 V// ] WEIR INC 11500 (21' RCP E) MES-46 'P GRATE / ft DS -1 I1P6 INLET INV 117.92 (155' HOPE SE) I GRATE / RIM 112 33 DS -2 TYPE $'INLET INV 1 9.00 (IS" HOPE E) ' GRATE / RINI 121.19 DS -3 TYPE 'E'INLETIrvv 118.77 (i5' HOPI 4) INV II6]8 (18" HDPE S) GRATE / RM - 120,86 NS -4 TYPE 'E' INLET IGV 117.62 HY HDPE V4) INV. 117.62 (I8" HOPE e) GRATE / RIM - 121.]0 D5-5 TYPE 'E INLET INV 117,41 (18" NOPE N) INV 117.41 (24" HOPE S) 'E' GRATE / RIM 120"43 05-6 TYPE INLET INC 11718 (18' HDPE 5) GRATE / RIM = 121.70 D5-7 TYPE 'E INLET INV117.14 (zl" HDPE N) ]BY 1714 (30" HERE 5) GRATE / RIM - 19063 1 05-8 TYPE 'P INLET INV 06.86 (18' HOPE N) INV 1 6 86 S. HOPE S) GRATE /RI11 ll9,94 DS -9 TYPE C' INLET INV 116 /S (IB" HOPE NO INV USP (24' HDPE 5) GRATE /RIM 121,70 DS 10 TIRE 'E'INLET INV 11] 28 (24" HDPE N) IPIV 11]_28 (24 HDPE S) 'C'INLEi GRATE / R11 11022 OS -11 TYPE @IV H3Ga (24 RCP S) GRATE / RIM 117,25 E%IS➢NG INLET TOP INV 11276 (24 RCP N) TO BE IAOCIFIED INV 11276 (24 RCP FIT, GRATE / MINI - 116.43 INV 111,73 (21RCP 1'I) E%. MH STORM MANHOLE IPIV 111.43 (24' RCP E) EX, INV 11163 (2.4 RGP N)E%- IPIV 111.53 (24" HCP 5) GRATE. / HIM 121,52 MH -1 STORM MANHOLE IPIV 1786 (15" HDPE MY) INV - 111,86 (IB" HDPE E) 1 GRATE / RIM 12L28 INV 118.64 (8' HOPE IT TAH -2 STORM MANHOLE wv 17.54 (16" HOPE vl) INV 117.54 (18" HDPE S) --- MES TABLE --- STRUCTURE PIAMEIYPL STRUCTURE DETAILS HIES -1 MITERED END SECTION 1Nv 12000 (I8' RCP E) LIES 2 MITERED END 5EC➢ON INV I20OD (18" RCP W) MES -3 IITERED END SECTION / 6" SUMP INv. = 116,50 (30" Hors N) MES-46 STARED END SECTION 14/ " SNAP INV 116.50 (24" HDPE N) I W AND DRAINAGE P.AND NO: lk�e,• 18-016 12 rl � PROFILE 2 1.=36LN3 rnrrn 5+00 6+00 7+00 8+00 9+00 10+00 11+00 q BAP,GJJOS ENGINEEPJNG GLC. 140 U uua. . hn rm uc 0' 15' 30' 60' 5 0 SCALE: P'-30' 120 w w moo' U 110 TITLE: PLAN AND sb a s b -imw I'RUI MANAGER: UATF.. CALL 48 NOI111 EEFOPE YOU 01G ®®.y��® Il's the Lawi •� CB 06/22/2018 U. BY: SNEETNO.: 7-800-432-4770®h94� .1. tmx „rz 6 C _-- a.om; 113L OF 15 HPE ® 0.207. \TYPE -- 158 L.F. OF 18' NOPE ® OV07 TYPE 'E' INLET /OS -9 TYPE 'E' INLET /OS TYPE 'C INLET -6 STA: 9+32.29 (0.00' #DS -3 ) 'E' INLET STA: 10+50.00 (IU$ -2 ORO' ) STA: (119. ) TYPE AOS' STA: J+39.13 (0.00' GRATE = ) GRATE = INV. IN = IIBJJ (IS" 121,19 W) GRATE = 12243 GRATE = 110.94 GRATE INV. = 116.73 (24" NO STA: 5+81.06 1.06 (0.0' ) - 117. INV. OUT = 117.18 (18' S) INV. OUT - 118.78 (18' S) INV. Wi = 119.W (15" E) INV. OUT = fl6J3 (24" S) T = GRA IE = f16.86 INV. IN = 116.06 (18" N) 69 L.F. 0P 18" R0LE ® .20% INV. OUT = 116.86 (18' S) 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 YRO0 NG.: IS -016 q BAP,GJJOS ENGINEEPJNG GLC. 140 U uua. . hn rm uc 0' 15' 30' 60' 5 0 SCALE: P'-30' 12+00 YRO0 NG.: IS -016 q 140 0 120 w w moo' U 110 TITLE: PLAN AND PROFILES I'RUI MANAGER: UATF.. CALL 48 NOI111 EEFOPE YOU 01G ®®.y��® Il's the Lawi •� CB 06/22/2018 U. BY: SNEETNO.: 7-800-432-4770®h94� s<A1PL.M ASNoTEo „rz 6 C 12+00 YRO0 NG.: IS -016 a a f E p t S 3 a g$ F ,4 4�4 d �y�g� Wpb G"qaqad yyY�ggC ii6�S F, I 1I EROSION CONTROL DETAILS EROSION/POLLUTION OPTIONAL POST PROCEEDS A PRINCIPLE POST POSITION ANCHOR WORD NIMH 2 2" X 2 % 4 .CONTRACTOR r0 USE COMES" IT ITS CONTROL NOTES (CANTED 20' TOWARD FLOW) SIZE FELICING �STAKES PCR SOCKSSUCH IN IIFV Of REAL HAY OP SLRAW ALL EROSION CONTROL IAFgSIIRES SINLL R[AIAIN IN PIACF UN11L ggRR/OS CCIAPLEtION OF CONSTRUCTION. EN91N6ERlNq LGeFlLIR FABRIC ",—CONTINENTS" DITCH_IN 1.ALL EROSION ANO SEDIMENTTER CONTROL VIORI( SHALL CONFORM \'11TH ATURSTANDWALCOMILEFLOW OLPLPCIDBY SHOVL AND LOCM. CYT/OLINN AND 1VAtER I.IANAGEAI[Pli DISTRICT SPECIFICATIONSII" UCUNF EAFA CLUNG UPSiREAIA CURB k GUTTER ---- SUBJECT i0 AUTHORIZED AND APPROVED VARIANCES, V/RIVERS AYD/OR . p,pnm,emmon316 /�vnj_•v_ FACE OF SOCKS K_-, LOOSE SOIL PLACED By CONDITIONS OF SITE PERMITS. PREFlLLEG COMPOST II LEER SOCK _ EAMPSHOVEL PND LIONG THE FILLED CO!.IPOSi FLL1ER 50CN 2, EROSION HE SEDIMENT CONTROL NST MEASURES SHALL BE PLACED PRIOR BECTON / Cn1APAChU ALONG THE TO OR AS THE FIRST SEEP IN, CONSTRUCTION sEDI1.l AG CONTROL POST (OPTIONS'. 2- X 4' 2 ( ' % UPSTRENI EDGE OF SOCKS BUD,' OQ COMPLETED INLET O DITCH BOTTOM INLET Pregcnces WILL BE APPLIED As A PERIaEiER UI FE:YSE AcgwsT ANY 1/21A1N. OIA.IVDOD: 5R E1_ +- 1 MS M9 TRANSPORTATION OF SILT OFF THE SITE, 1.:3 LES /FL LAIN.)- "L. W L�= 3. ALL FRGS AFFECTED BY TIES WORK SLAB BE RESTORED TO A 6'IAA% ALTER FADRIC INLET GRADE CONDITION EQUAL TO OR BETTER THAN EXISTING ,SUCH E UNLESS 111 \I FlLTER FABRIC SPECIFICALLY EXEMPTED B7 THE PIANS. CYT COST FOR DI RESTORATION y� 'BILE F-11 / \ T f .TE pE NOSES --INLET STRUCTURE $HALL BE INCIDLN-AL ED OTHER CONSTRUCTION AND 1'10 ADDITIONAL r. / . PROIECTON PROVt10 CDM1IPENSATION SHALL OF HARE VIED. L ICf THEFTS OR SIFIILAR IM 1 1 SYWANE', 4. THE CONTRACTOR SNPLL IMMEDIATELY NOTIFY (HF. EIJGIMEER OF ANY ON p r E1EYA1Ull ,NRB k GU(iFR DISCREPANCIES BETWEEN THESE PLANS AND FIELD CONDITIONS PRIOR TO CONSTRUCTION. ELEVATION " FUELLLED COLIPONT FlLIER 50LR S. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALT. PROVIDE TREE PROTECTION BARRIERS TO IAEET THE REQUIREMENTS OF LOCAL SPECIFICATIONS. O SILT FENCE O SOCKS BACKED BY FENCE O BARRIERS FOR SLOPES O5 PARTIAL INLET O EROSION CONTROL SOCK SUP" NIS N@ pp• plg 6, THE CONUM TOR SHALL SELECTIVELY CLEAR ONLY THE AREAS REQUIRED FOR CONSTRUCTION ANO 5?ABILIZE ANY POTENTIAL EROSION AREAS [IMMEDIATELY FOLLOWING COMPLETION OF CONSTRUCTION, WERNMEMB 1.11SUCIDESTAND MUNERDWED NPI[PO='Pv cdlm0 x 7. CONTRACTOR SHALL KEEP ANY AND ALL SAND, SILT OR OTHER DEBRIS A 1. mE CMIYRESHER 51 E FOR THE PROPER BREMERTON OF THE EP090N CENTRAL DENCES, 1, CONTRACTOR IS TO PROVIDE MID MAINTAIN EROSION COIIROU/5ED'LLUN?AnON HARWEPS (SATURATE, HA FROM MOVING CFF -SITE.. USF. AND I.IAINIAIN SILT FENCE JUST INSIDE CI AS N THE CONSTRUCTION TO ANY SITE GLIMPSE, ta050.Y ISPECL CALLS OR SILTATION CRL NS) PREVENT ADJACENT PROPERTY, TREATS STEM OCCURS PROPFRTY LINC, FALLS OI ENGINEER ERE DIIORAL REW flMPENTS. ADDITION. 0, TP CKER - DIED STRAW MULL XOR ROGERTE L ON 511.T OR OTHER DEBRIS LEIS 0 BILLS n uRI DEE OF mnsH 77x0 BUT. AND SHnR DE TsnccTEO nry NeRY GREECE To w q AR C1 N RELATEDDATA DISPUTES 10 ENTER AMB E THE WINAN8, CONTRACTOR SHALL BLOCK INTRUSION OF SAND, E. u ANDEV AMBIENCE. n n s w EARTH MIN 1 I IMO ANY DRAINAGE OR SANITARY SEWER STRUCTURE OR PIPING ON OR J. THE CINCVIpH ORIFICE CONTROL SUiULNXE SHALL HE KEPI TREE OF IPASH AND UEHHIS. R[MOVE m[ LRA1< MY. BY 1 AL DRAINAGE ON BY WDEULAR IPAFBC FRE CONTRACTORS REMOVE SAD EARTH TO THE 5AISFACI 1 OF 111E FURROW 0%AUTHORITIES. HARD SURFACE ADJACENT TO SITE. Ano REMOVE AWARDS NO WHO THAT MAK ENTERED LEE REVERSED . PUBLIC ROAD SURFAAESTABOU CE WATER DISRESPECT TEED BY ME DISTRICT CULL BE OPERATED AND µEE GIYUAC1aH O I E I , RR D SEE AIDE. ER EIRS U AlE/O 0.Sol 9. ALL CLGRCD ARES FOR 11/PROVCLIEPIT AND/OH CONSTRUCTION BIBLE 4 ALL 1 BE WATERED TO PREVENT MIND EROSION. ONS OR NDS P f H f i 1' OHE IH ROu[UiC N :S, A90VE CHAT LAW w I P PLANS ARO D APPROVED 1 ( D LRW,y ) ` (rvR ) : 90' MLu, ANDF r ? NS T RAVE BERM SVBM PA OF A IE n N ADD D CONTEED Br NC DIS - - OPPEiATEO R CONCEDE INTO Am 11 SS EO. ADV[Rl[N15Y MID WALL B[ NWCATELY D EROSION C T BEGINS O SRUCINN WS CONTRACTOR TTEME TLE IQ FOR ADOIiIOpIN. INFORMATION AND DETAILS, SEE CURRENT FD.O.T. INDF%. - x NE O4 mF meunEi TRY WOI N LER 5 IF P m RUNDOWNS, SCRAPPLE OR OTHER ACCEPTABLE HOLDER. HEMCI. L - 11. UNLESS SPECIFIED. SILT FENCES IPAY BE USED IN LIEU OF HAY .. 4. OsrR moa s s ALL EHoaur srD C E 1 BARRIERS. a BAY FLATS. nflmxoaK rsADl,.c LANDSCAPER, UD vuvnnG Erc. exns o,N PPDTEcnNE svcx As sn DOLS es utt YsrmT ARE) MAINTAIN DT A DAILY vns / I' c NB UI Y CVRTP IMS N.D OFFER MATERIALS, SHALL HE PLACED AT NITS AND WREI APES TO ALL EROS Or COYmOL F 5 f5 STATIC 50 BE ICPECIEO MFA j IE CO. AIRS SIO R ANAL , MD EUROPE R F L EVErvf _ 6' AIN - 12 ADDITIONAL POSTS AND RAILS IMT BE NECESSARY TO SECURE AND S R EST I. IR LI RFS PE IHC ACTOR SHALL YORKER ILS GREATS DUMP .RY : NSA. R-2(1.5'-35 SUPPORT BARRIERS uj1 MH FEU UP SEC UENTA dt PEASH, THE D A BE CLEARED E PMS DEPTH TIN COHTRtt FORCESOSHALL CCAPAUN L Y ROTOR MD COARSE ALGPEGAIE a LEVEL1 mE suer E V RR DELMR Aa - : 13. ADDITIONAL BARRIER LENGTHS MAY BE RWUIRED B'! THE COUNTY REDUCED 0 E B 5 E EROSION : 0 TO PPFYOUT _ ENGINEER OR BY REGULATORY AGENCIES. 1 1 CHP NO 10 W I m 'VAI IE VT MM 1XBF N [ GEOtE%?ITh:_ INSPECTED M 1 UNDERLINES NOTE FC m 3000 11 ENTER FABRIC MUST BE INSTALLED UNDER ALL INLET CYCLES LL At A 7 p CEs ET B, mE VACUUMED s CE CE A MONTE 1 I P.s.l. (26 DAYS) TIME5 ADULT INLETS ARE BOW PROTECTED BY SILT FENCE OR HAY BALES, \\\\111111//G n 8 ANY 1 1 ansBASED UNTIL RIE uMLROCK BASE IS FINISHED AND PRIMEDNigN�H9 AA ° - ' ARMED EVF m . 9 ALL PERMIT RAPP z DUST BE INSPECTED FOR MILLOGREANCES VISUALLY D/OX MArvuA Lv By n 8 OR IS REQUIRED TO HAVE THIS PIAN ALONG WITH A COPY Q W L� = N cEflnHED r6Rxous col PEaFwunr cE TFsn.c COMPANY .ICF PEiI YEAR, 1 O ENTRANCE j EXIT IG. CONISTRUS RACioR ICE of IMAM Pos1eD w A NIBBLE Locgnolu Qu THE =Q N * �_ __ 15 THE WNEBACr UMN SITE AT PLL iIM1IENS. Dia' O UND '� _ CRUSHED S'T'ONE CONSTRUCTION of THE Npoes rvo a3 ----- - -- S REQUIRED BY DROPS IO NEEP A LOG ON SITE FOR THE r/1 TPURBR� lyh 1,D90 IF SILT FENCE SOIL EROSION AND SEDIMENT CONTROL MEASURES INDICATED ON THE PLAN. �qdy� ....... d f THE LOS LL IN SAILS FOR: ,yINSPECTIONIAN1AFEER ANNA RNNFAti EVENLINSTALLATION TRATE STIP/2 oORCORCA0iER1AEA5URE5, / ♦ Pft \ AIAIOIi SITE CONSTRUCTION ACTIVITIES, INSPECTION ON R [FAST A WEEKLY GG1111111\ 17. 1111 CONTRACTOR IS REQUIRED TO SUBMIT A ROLOF OF TERMINATION TO THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION UPON THE rANCEI COMPLETION OF CONSTRUCTION, 16, COMRAOWIN SHALL RETAINALL RECORDS FOR A PERIOD CF THREE YGRS FOLLOWING THE JOYCEOF OP TERAfINATION. ..) I 64E LFSILT FFNtE 0' RO' Ytl 8U' 19, NON STORHIARGER DISCHARGES SUCH GR UFIREND HYDRANT VA FWSHING ETC I SHALL BE DISCHARGED i0 EXISTING UNDERGROUND Si02E1P/ATEft FACILITY OR L (I ON $ITE REEENTION POND. 36,7115E BUILDING _R C scALe"-10' F.F.E,=722.50 CO. ANY POTENTIALLY HAZARDOUS CHEMICALSBROUGHT ONTOTHE. SITE WILL BE uAITED AND KEPT IN ORIGINAL CONTAINER NIER WEDS LABEL, 'y -- HAY BALES I,nj L®r : 21. NO SILT SHALT. 9E TRACKED ONTO PUBLIC ROADWAYS. ANY 5115 Q, 1,090 LFSIlT FENff AROUND V `' DEPOSITED ON PUBLIC ROADWAYS SHALL BE FOREVER BY THE END OF THE Dm AFTER MY. INLET N �nL r D w+ED� E 1 PI n II 11 v I' 1 ^ aR I nvu : none 9lox""I. -- SI.—Al 1 s eoa ms sloRm aH _... Tln,:: E ��j�) S ♦Y 1 P/ �'RQE�'IQN CONTROL LAN -.9111F Ie.uSm 1I CREW __ s l 13.X11 WER, rse 10 r _ it L .. _ Ell - r cPmr v MANUS M.I.Aa& none Mne, _ _ - __ - � _ �'1 1/j L ml "MAXI a J (Nl,en 6 G " CALL 4811WRS � BEFORE TW OIG �@ �Q� 18. 1 1 IQEWSfkEFp 4 3 5 a B g_ _ 29 D a 12 Onm J< 0 Aa i0 TAL AREA EA o"TURBEB AREA INTERRUPTS AREA SF VARFA IMPMMWS AREA Sf PERNWS AREA SF _____ ONNER/PUlP0Y 2FD PEPRESFNTAMC_-Date 18-016 jM1d m It's the Lawi ® ® ® ( AREA ( (AC) AREA (AC) AREA (AD) W � y 1-800-432-4770®� iP®® 198]6 194.36 0,80 104,089 9J,625 y _ M w nnmA we . 4.56 4.J8 010 241 2.16 µ{ y LWARON DATA OF CONCEDE INSTALLED CURRENT CONDITION / CONNECTOR ACTION in HAY RATES S-0 AROUND L) _ INIITT(IYPI _ ..__._.....�/ ANS, - C •Oaf Y • WRp'aLGAN'Te%Idrrn wRMANTER ml COr11RACTORCR ADD URCONIRACTOR(5) T Ai CT EVENT ANY PART OF ME EROq - . ppy, maRym6ale ma',RlepyL yRgbenfA C = IkNR Ie b WORN S:SE/lONCIE C THROE AFASVRES REW RED RY THE THESE PERMIT q 0•q E ... CANUT TW Caaei SHASIfA BE 04. _. I'. - - XHN 49'1:-595.68' I <__ < < < < < <- _ _ __. _-_ - IATRUDE-Gr 33.35.49"N INLE_FSOCK -. ;. S. BL UFORD AVENUE A 64z LE MLr,FfxcFeIS LON61tU0f:83'3E'38 E5"W VARIABLE WIDTH PoGHT OF WAY =. ` CONs1RURION PER P.B. A PG 100 " :, EMMNff.. ANO P.R.4401 PG 3169. ---. \ - "' :� im E/5 P. c SERIES I �nL r D w+ED� E 1 PI n II 11 v I' 1 ^ aR I nvu : none 9lox""I. -- SI.—Al 1 s eoa ms sloRm aH _... Tln,:: E ��j�) S ♦Y 1 P/ �'RQE�'IQN CONTROL LAN -.9111F Ie.uSm 1I CREW __ s l 13.X11 WER, rse 10 msl Ern 4, L 1 s M 2 1Hnaww Seem a . [M1tte aom 1 E l 6 41m SCA\ P.- AS NOTED _ Ell - r cPmr v MANUS M.I.Aa& none Mne, _ _ - __ - � p t Ifi C L tl 11 Rel L ml "MAXI a J (Nl,en 6 G " Ifl.H k III P_.._ -- 18. 1 1 IQEWSfkEFp 4 3 5 a B g_ _ 29 D a 12 Onm J< 0 Aa PRUI AIANAOER: DAir:-. CB (16/27/2D18 IS aelenron Dana I I� IFF 11 ILL AL"I'S' OIL 11 -111 11 GO f. E FEES TANDY AFTER UMARI 11111 PAN 11P 1111 E A AFTENASA aNCttl EASE i E SIE 0 NK#R idt D [ 11[IX. �nL r D w+ED� E 1 PI ___ rt RE EW 0 1 IIA AND AVPEE 10 COMPLY WIiN mE Rwvw H vry HEPED . B11 Y lU1 I.E.NO ®0 SCA\ P.- AS NOTED -- - ---- YROINo NO.: ---. _____ ONNER/PUlP0Y 2FD PEPRESFNTAMC_-Date 18-016 q� 3 B f �y pi �py8@gggg �A8 yg�yCgyi 000L�d NOTES I. ALL LETTERS ARE P ED ES C PER PLEAD 2 IM Pdfxal IF 901 9N A1C P RE( ATCR SD (Ex III"' REAV E) BED DAIXLICU D .111 Wit 1EaE1KAP1 1£a110 1. BANGER 1 BE'. PBR11a1 01 NETY :IAL HAVE A "FECEITACE Low, iw0 SRARD .,A. BAIXCNCVIm n T BLACK aAaE LEADS PITO TARIFF 4. 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PAVEMENT ISVB BASE) 1//�//171171� 1. r - aoNO rN Co.rzRETE w/ BBTRM£NI LILPERCERO, 2 6111CH AGCPEBAU BAY C4MSE N➢CI 915 MAE B ABERNAT Y 10 ICO, VCBIDN INGAN I NIUNN,A 9PY "I'll" 1 19WILL GMOEII FEE ORAIB'I1C INTERIM. IIAIND 1% IX1 Rff PARDIC RIE R0. 200 514 1. I/Y RICHFIELD NEUTRALEYNAHSUR HART STEP NEEHIIN ASIA O1i51. OFI 1/T BETON 1111111D IW IIDIFAtc IAtlNNA STALL RF. PLACED IN ANCESTEICE UPI NUCLEAR RIFTS. ROD PAVE 0II WA CPYSTRUCP G A EF FF) GBRID COBALT Co CRETE IN.. AN A PBEPAREp SUBSTRATE HE VEUBES AND(IHLR VAS IT AID BENEATH DIE STREETIUSI BE PRESENTS COSELINIIEO POP 1HE CONSIDERED OF TED GRADIENT TO KILL CPINCIS THE VANE EO BE THC SHALL 1SABA INS CUP AFTER BE LL SIPERFEELP TABOR. PATEDIA6 I(EINI IT AILD I'aBUI?At DECISIONS FOR ME BELONG ROR PdFk&IT Ca1SIRUCHUH It ACCORDANCE VAB THE APPROVED DRAMIIBS AND SUECMICAPai. A CPYCILLIf SIRIBRAT FHRTHESE, ALL CABLEENTE SHALL HY1 A WDVV I CCI PRISNANE DIFFERENT a OAD GAL)IN AT 20 DAYS Ca]EaITERAI TO SRiENOTH REINEGGLNTS SHALL BE CETENA!IEU BY AM Co... I. LATEST mllw tLaoxs A A23 Pim TEE CONCRETEPAVEMENT NTS -—jjFa AL, -- �Ila A- 113 bA ol6 nvaa m � � y,mrzcs aye a` 'ANPRID"Er.;,"'I"\ , f�6 e A A At NIIA, e.l nP»APPlIm -..\ N -II wPxnm ,A.., I- A ,WPAVEMENT MARKING yFOR PUBLIC ZI DA ' S/OEWALK CURB RAMPS IN HEST AREAS Ca1CRER III xi I y_DA' _ DIA. BOLLARD NTS Is_a' _ --"B.. Itlu' CONceLIC AT INH BOLT PLAN VIEW DUMPSTER ENCLOSURE NTS ....,,,N.. .. MEN MGM PARKING RESTRICTION FOR NONSIGNALIZED INTERSECTIONS H'vFEE I e P. n n» oa I", A. m.a.. UNIVERSAL SYMBOL OF ACCESSIBILITY GENERAL NOTES (Si00aIIzeC 6 ANDIBg TRIBIBRU TYPE I „r. TYPE N TYPE HE �1 T IIIIIIIIIIN IN I MINIMUM PARKING RESTRICTION FOR SIGNALIZED INTERSECTION uvl:mx °a PG®- FY 2011-iB PAVEMENT MARKINGS I xoP xo. "You16 __.--.- �® DESIGN STANDARDS �I1346 /Sof iJ NOR: EXPANSION JONITS SHALL BE LOCATED AT ALL CONCRETE '.NATO INTERSECTING, AT ALL DOOR OPENINGS AND AT 12' OC, PAIIMNA, E%PMPIREN JOINT (1/4' PRENOLDEO ASPHALT STRIP) SHALL BE IT 1/B" BELOVI TOP OF 'RALLY SCORE MARK (I. OEPR1) SHALL BE 6' (ALAN_) O.C. CONCRETE SIDEWALK (RESER PSI (IAM)) NTS _(2) Ba Hartz B FROG ALL gkq,s� 011111m /4 CHIEF I' dI-1'(FALKLAND DUMPSTER WALL SECTION NTS GENERAL NOTES CKPIV ,, M ANI A -11 11.1 INAP, I .. nmm M u, A Y', irvv Wi P I. ,Pao PY.aovel P IN OCNINIINO"II-Ill"N"IC, Al ,Pa •�AF OF N111111. .PPNRA A-, III, I.R.D N, P PP.PIN,P,,.....� I . i P, /II.Illa,x.,- ALI u, lx M, ...... n. G »P. �,m,r"A CONCRETE APRON zsoo PS (MIT,) C,ONCRLIE NTS P. YEAVAN 12" RIBBON CURB NTS s -A 1/z' LCARPE(' ANNIE FRANE 6+ SIL PEE FILL W/ CALK PNr FIALA.& I'D BRACES At I�\u uvuu%6'- SIL, PIPE ILL ry �\ F, AND _izI.. ' 1 t \ / Ya'- SR., RDD 4F.IIN TO 6'- SR. PIPE INSIDE I I TO PIILlE II\6, SR PIPE OLL IT W/ Ca1C. M ^ "AS ALL (SUPPLY p ICID-I TL I PAIR AN _ 3/a'- SR. POC NEID — ' 11-1%fi CEDM LTE DS ANO CA. (PAItIRD BUCK) I 14 E/Y %2 LOC CO! (SUP u PIIACIIED IO IItANC 1Ni11 SLfLY[S RI SLAB i/8- CARRNC< OC4IS �1HIC% GONG AT W/ (3 ®I'-0' 0 0 IR cAlEs w sato wnnE FuttoslREs sxuL To BE PNxlm Bua DUMPSTER GATE DETAIL NTS CURB RANP NOMENCUTUBE 4 0, I nwn DESIEPA 2017 Is GN STANDARDS I DRrTF.CTARL6 WAR_ INGS AND SIDEWALK CU" RAMPS 130Cx I t A. of H 11/01/16 nLL ALL REDID - UI 6'' DURABLE PER J/CI 8GNU. BRIEF FACED j" \\ l� �FASH ERCLBSURE ANALL--BE,/ ueuL (f1AIE DaaES 'W11/8'IA BE IRU R pE Nl C VILL B PFC UOaiS A HASTE NClDSU9F 4AICNINS RILL 14ATCII ME PARI HE:PING PER LBC ARTICLE 6'1PC.4 A I. W/ SCUD C COVERAPPROPR COMPARE SCANNING WEALTH S 66-2 6 VMGYH SERIES 6FY-63 W I 1 FIIIC < SEE TPIL 6' BEsfo!um <a'[RE2 APROIi Itlu' CONceLIC AT INH BOLT PLAN VIEW DUMPSTER ENCLOSURE NTS ....,,,N.. .. MEN MGM PARKING RESTRICTION FOR NONSIGNALIZED INTERSECTIONS H'vFEE I e P. n n» oa I", A. m.a.. 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DE L CITYOF OCOEE NO. CONSTRUCTION DETAlt9 UTpI 9aNUry9<w<r Gxnedlon DATE: Fe6.2016 SCALE: Na RARRIO5 FNgINoEF'JNG. LGe. f¢w. tlaN mom+ 0 6 P �O)Q'Z a OWdJ� �<Lw wiA F. O.2 Q YY�qu1P�L0`AO AM A� L� ` IA w w TITI.L: UTITILY DETAILS SHEET AM KEY TO TYPICAL PAVEMENT SECTIONS QII/2'PIPE 5111 ASPHALTIC OARLOC IE -1001 SECIIMI III 411 N"S IT, STABILITY AV I50BS. Q6' U4EFOCN BASE COURSE STABUEEO TO FLORIDA BEABNC VALUE (PER) CF ]5 P9 ARE CGPACIEO TO 908 OF ME 'AM RED REACTOR AUK OM D019TI MASRTO PtW), NOT IMTl P 20, Qj 12'SIAPLIIEU SUBBASE STAR LIED TO AI?IN „VLFOBM BCAFIS1, RAID (IBR)ME 40 ORIMELIA BEARLN VALUE RT `A PB AIA CWPAC20 TO 98X NOO F SERIES ICU, "I" B. QCRASS ARIA 0 40EWALB Qj V TYPE D'CURB PARRII:C _DRIWEAY I PARNHC 4 DFI\E 5 4 2 J LIGIIT DU'L'Y PAVEMENT SECTION 0 0 0 NTS L\ Lt WY[Rs EIT IN POSTERS E C IM JAILCRIME k —'-V PAW R W AllM AM SAxnARr IMPORTED 2./2OMP -'-QE TICK I WE FOIE 2 . 2 --..A, PIECES EN 4ORPAR EPDXY COAL TPP TE Y "IE'. = "MIUS MAIL. E5' TV MEC PM CAST 11500 y REINFERPEE As>EEEIE y' CUIICRETE RISER M4RaT rSt PASCAL FLOW ----- 24" OISCrvARGE INV = s MAN PPRP EO PW,M L". 1 .fi' IT. CARS CAST PEIRPOSCM I 11CtIMITHIC BASF ^ m - 2• VIL 9 BEOOI I:C.,A • .• 6' (t 11N ) NOW' 1. IN UNPAVED AREAS TOP OF FRAME SHALL BE 2' AROSE RNIsn10 cBRIEF 2. ALLINPAW IENT STRUCTURES MUST CONFORM TO 1120 LOAOINC ITANCAROS MANHOLE NTS MANHOLECOVER NTS SECTION A—A I•=30'AT r=Y(V) 50 130, 12S 20 120 15 115 SUBTLE IIBERSUSS WWeER -- SILLL LYIAIE 6".G v uuulnuu AIICffS (n P) �2A'.MUIRCE PIVC RanOu FEES lts ao lu+l0 2./2OMP EV - 119.]] SI it 1ICUUMB111R LIEU - 120.20 TE Y "IE'. = "MIUS E5' TV MEC o- PIPE 11500 25M/24118 SEEM 19.77 3 S1 S1 24" OISCrvARGE INV = 4 3 } tl 1 PPRP EO PW,M L". 1 _ S1 o- BOTTUM OF STRUCTURE = 11s C0 SECTION A—A I•=30'AT r=Y(V) 50 130, 12S 20 120 15 115 SUBTLE IIBERSUSS WWeER -- SILLL LYIAIE 6".G v uuulnuu AIICffS (n P) �2A'.MUIRCE PIVC SECTION B—B ,•e�A„),•e,•AVj 0 130 425 420 415 BAERIoi ENGINEEPJN9. LGe. nwL. I'Ll:m`n.�e(Q1a h WIE” [BEER DRAINAGE DETAILS SHEET RanOu FEES lts ao lu+l0 2./2OMP EV - 119.]] 2 6' PYP 1�- STEEL GRATE TE Y "IE'. = "MIUS E5' TV TOP 120.20 o- PIPE 11500 FIRE CLASS SNILIIAF.R ET}'12 24" OISCrvARGE INV = 4 3 } tl 1 0 eorroM - nn/s BOT 11 S1 o- BOTTUM OF STRUCTURE = 11s C0 ERROR SINELL CONTROL STRUCTURE (MODIFIED TYPE'C' INLET) NTS SECTION B—B ,•e�A„),•e,•AVj 0 130 425 420 415 BAERIoi ENGINEEPJN9. LGe. nwL. I'Ll:m`n.�e(Q1a h WIE” [BEER DRAINAGE DETAILS SHEET lu+l0 2./2OMP EV - 119.]] I../21HPV - 12020' CRAPE EI.E 12020 4 l 5:1 S1 ERROR E..A. biWNO SECTION B—B ,•e�A„),•e,•AVj 0 130 425 420 415 BAERIoi ENGINEEPJN9. LGe. nwL. I'Ll:m`n.�e(Q1a h WIE” [BEER DRAINAGE DETAILS SHEET aSSae yg�pC� SECTION HORIZONTAL WALL REINFORCING SCNEOOLES (TAIRE I) P TYPE C m ` 1 b a r rl. j a ' L sarur.ax rwx�w L v PLAN SECTION HORIZONTAL WALL REINFORCING SCHEDULES (TABLE 3) ¢ i PLAN I viii SECTION HORIZONTAL WALL REINFORCING SCHEOOL£S (TARLE 3) TYPE D TYPE E F��FY STAND PITCH BOTTOM INLET TYPES C. D, B AND H !J1V DES/AT 2017-18 S nN T T. j `+`-.kt PLAN SLOPE AND DITCH TRANSITIONS A 11,21.1 x232 1OTT GENERAL NOTES H +ry N ..nen mv eel „+ n +. nne�n nom, ap '.we lw wummm�r.ed neon rc,e rrworc nv,vrli. "xr, of y v.rm m,va..J n.r. I. nr 10, ,. eRena e.a} DESIGN NOTES r,.vr lu e.a e. na�'r,n-e,sr mvmw�, avvnm G+' m++r veenv sv,u a.>ovm w B , xI DIMENSIONS .vrc,l W L M a I vl v O `q� W A� ➢xkArv. ca1iN I,amraerx,a.n. CONCRETE PIPE CONNECTOR rxwu xannxuer V.!^r' ARCHON DETAILm^arc v!u. SPECIAL DETAILS AND NOTES .18 111/01/16 ISI....^' �------J-.ter DESIGN SOANDAROS 1212 ( 6DI6 FDOT� CRLISS DRAIN MITERED END SECTION asr rwveme xxr v' !r " rt HALF SECTION CASs IAON G ATES TYPE C TYPE E w TYPE H (3GRATE INLET) ry TYPE H (4 GRATE INLET) Nae. w„pv 211 w Mqe>. wxpv of uv. fewer. we.ex >}f ,va bwvr. nage m, w. CAST IRON GRATES w N f m .. I �m r -i ttP£ C TYPED ttP£ E TYPE H (1 GRATE INIEi) ITTH (4LflATE rINLET) r .V. wr W' xxw.re o.,, }vi, h, rx.. rve aw }ro ua �riW'r Firs STEEL GATES Nam. ,nv xavx }wr ur .. _.—..... _. _.____—. ....__._. GENEAL NOTES _.._ ,•a/al mvua v.n vxe,n re,. a....e>v!sv. �lxl xnr,nreaV Hmax m„n>Iwk,N /wwla,J taW,uvr, ^Jn mwwm, mns nw na>xWre M rxsur,m.v,w.w ,w„,o.,a.rwPw. mrr mm I—FY2ID0'... "LOT rxmx u¢v uvlslwv a FDOT� 01710 PITCH BOTTOM INLET TYPES C, D, R AND H R)/O"'A m— DESIGN STANDARDS 232 30T1.. 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AAA�4i IPpO30 TINAR SITE LIGHTING PLAN IIe01A1ANA00R NATE: aO ,,N0.: SLI. PItO1E 18-016 3 i B e a d s 8 8 ��6 z.. bid �E�¢� �" 4CC �oo �� >� AGVVCPNIM10.51 EPAiP16A Sr r�iEll£Po6wunxATEs.. x GIM.,TAME1. .1.( .su`maoroul.MWrvo ei6 CEMeR II.WF PWRNASOKM% lAS1W,iDP. in TO"MR -1 PR �IeR. MPRWK 1»R.MYartAne tllgMWYMN PA1tEPl1 HTN16PA1£O D'A'. EWI 1ReAutsP,wwGmEUPrm O.ME LRn JR. Gr GXGJE umm P'miwu'a.REOORUE,M wmMGM aac:RM'uEE.uD�s.. .E1_m Run EuucE um EDr£ oP 5E W 1£ mw. SHRUB/GROUNDCOVER SPACING DETAIL NOT TO SCALE TREE PLANTING DETAIL NOT TO SCALE 4 s SfltclNdYPRU£tONMIlA111 rOPN PR.A6RPU TG 1564 aVPo➢ISI i 11.1IXC ORMGERA¢IMO/E,GImOiaE rvNMM(MFSA}RgEE LOGIWIS DW'MIAII MPPFA PElRYh5YD.EFJRUP O]MPIkT¢Y xMl' N Y4 P.t➢.11�STP1£ RU91 VAMaNAIO R.w Sm NR.ws 'MOOMS In. MMRm CVin"PRwN. PAOIIOEGPMNKFAA 1G 60JTMVV PF IE'a1NL. Nmravmrma oJGM .EII.1V.ilIRMOi PV . ATRIC SO E. ITNEIRG. WVIoiAROR, OMORI.R,M, ToUET PER&C Itr MNNw,,R. .RRDI6 Ma.R.. i ��r6R�vaa.4 PNroRVr£a�aausE.wavmRCOTMNt cE Ix'al.w_suesums'al e0rrat PALM PLANTING DETAIL NOTTOSCALE hi SHRUB AND GROUNDCOVER PLANTING DETAIL NOT TO SCALE pltWgE.W FFAIFIIFA tABI£is Ai w6iular�➢isr�cu IlsrAas"�`b� W%WNETFR PM£ai�Al%°EAFpSE M PYOCUbEYAPEfRW CiRPl1 rAM% iOTNFE STAFp PRNMK%.a#RVMT9.PoVMV1£N5 FlNrtIW £04M1%OME SNA IN BFV➢CO4PEFRY. iWSCb aNRIUCIOR TO SVMNRNtt PRaY#P➢� SIIMEFtlEN9RWPL OFUIt d10E3 NA6d1 W' naA. MULTI -TRUNK TREE PLANTING DETAIL HOT TO SCALE LANDSCAPE PLANTING NOTES: 1. ALL PLANTS MUST BE HEALTHY, VIGOROUS MATERIAL FREE OF PESTS AND DISEASES. 2, ALL PLANTS SHALL BE FLORIDA NO.I OR BETTER, AS GRADED IN FLORIDA GRADES AND STANDARDS FOR NURSERY PLANTS. 3, ALL PLANTS ARE SUBJECT TO APPROVAL BY THE LANDSCAPE ARCHITECT AND OWNER BEFORE, DURING, AND AFTER INSTALLATION. 4. ALL SINGLE -TRUNKED TREES SHALL BE STRAIGHT TRUNKED WITH ONE CENTRAL LEADER AND HAVE FULL, DENSE CROWN. 5. ALL TREES SHALL BE STAKED AND GUYED AS SHOWN IN PLANTING DETAILS. S*ALL MULCH PLANTING AREAS SHALL BE A MINIMUM OF 2 -IN DEPTH. T. ALL PLANTING AREAS SHALL HAVE A MINIMUM OF 3- TOPSOIL. 6. ALL TREES SHALL BE FREE OF OPEN ROUNDS AND W0VNO SCARS IN THE CLEAR TRUNK AREA. 9. ANY SYNTHETIC BURLAP AND/OR WIRE BASKETS MUST BE TOTALLY REMOVED PRIOR TO INSTALLATION OF PLANT MATERIAL. IF NATURAL BURLAP IS USED, IT MAY BE TURNED DOWN IM OF THE ROOTBALL. LANDSCAPE CONTRACTOR NOTES 1. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING, IN FULL, ALL LANDSCAPE PLANTING AREAS, UNTIL THE JOB IS ACCEPTED IN FULL BY THE OMER.'IN FULL MEANS WATERING, PEST CONTROL, MULCHING, MOWING, FERTILIZING AND RESETTING TREES THAT ARE OUT OF PLUMB. 2. THE LANDSCAPE CONTRACTOR SHALL COMPLETELY GUARANTEE ALL INSTALLED PLANT MATERIAL FORA PERIOD OF ONE CALENDAR YEAR BEGINNING ON THE DATE OF 100% COMPLETION. ANY AND ALL REQUIRED PLANT REPLACEMENTS SHALL BE MADE PROMPTLY AND AT NO ADDITIONAL COST TO THE OWNER. 3. THE LANDSCAPE CONTRACTOR SHALL STAKE THE LOCATIONS OF ALL PLANT MATERIAL AND PLANTING BED LINES FOR REVIEW BY THE LANDSCAPE ARCHITECT AND OWNER. 4. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL WRITTEN PLANT QUANITIES PRIOR TO INITIATION OF THE WORK. IN THE EVENT THAT THE PLANS CONTRADICT THE PLANT LIST, THE RUNS SHALL RULE, 5. THE LANDSCAPE CONTRACTOR SHALL BE FAMILIAR ATH AND ACCEPT THE EXISTING SITE CONDITIONS PRIOR TO INITIATION OF THE WORK. ANY VARIATION FROM THE SPECIFIED WORK SHALL BE THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR. 6, THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES, DRAINAGE STRUCTURES, CURBS, SIDEWALKS, AND ANY OTHER OBJECTS WHICH MIGHT BE DAMAGED DURING THE W ORK. T. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE TO MAKE ANY AND ALL NECESSARY REPAIRS TO DAMAGE CAUSED BY HIS WORK AT NO ADDITIONAL COST TO THE OWNER OR LANDSCAPE ARCHITECT, S. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS, AND FOLLOWING ALL APPLICABLE LOCAL CODES PERTAINING TO THE PROJECT DURING THE COURSE. OF HIS WORK. e, THE LANDSCAPE CONTRACTOR SHALL INSPECT THE SITE PRIOR TO PURCHASING MATERIALS TO DETERMINE THAT THE SITE IS SUITABLE FOR THE MATERIALS SPECIFIED TO GROW IN A PROPER MANNER. IF NOT THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT FOR AN APPROPRIATE SUBSTITUTION. PLANT LIST byA00. p4WRtt fiOiIHG11l4AE CWNW NWE fiESgtlPTpN NBTYE P➢.4Wt6 IE%NAtIVE IVS 6 RE%VOMROMA YAUPON HOLLY @.,NRxRR'CR4,MuLA RDD yE6 6PACE A6 SHENK GN 11Y (MIARl.K NO SEAEem TT2] "AGERSTROEMNINOIU CRAPE PRIDE Y R.. S SPR, bWPAC Vq 1< LHOUS AIATA NINGEOEW6Y.GlEIRV,,\'(T�2SGR1, @-LOFTR :SPR yE5 6PACE Ab SHOWN UY _ SIWIIBS IVI. IAYFR <40 AIYflICPMHES FRAGPPN6 61MP60NS SiOPpER xl'NL.11'SPPO.INLL/]G YES 30'OC. p1A I6 PODOCAAPUS MACROPHYLWS POOOCPPUS BEACH M' Hli,llS`KAICAi Iq 30'OC. 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P00F EI IO -0' i0. >APAEEL El le'a' iY l'V' it!IISHRMP 0 0' WO-1— A —PPVPVEL El3P'0' P.0"OM 0' di 34' Nt115NR00P 0 O' ORNEML NOTES, I PER CM OF OCOEE REQUEST, THE PROPOSED STUCCO FINISH WILL NOT BE SUBSTiTUED FOR FIFE OR ANY OTHER SYNTHMC STUCCO SYSTEM e Ferb-+.mo=an RA .91641 11W EL 10.0'1ID 1. „ x�ag KO3B�� uE`eAnP O� AA Pow.il I ossw0 irtco.�wlo Baker Barrios TOP GUN ALL STARS TRAINING CENTER (MA04 VENN0.E5 LLC) 651 South aWfaN Avenue '.N, FlPrda 34761 LKO.,.Esonav F�i!�n HOOP EXTERIOR ELEVATIONS fp aa. A201 i II - ri- - -- o------- - " I - tI---4 Hf7 4. . , I , , i_ ! : H , ,.',4, CIL I ' r• ' i I 1.4.1 5.14 c.....,,-- . .. ,-,i:,,,,. cp , . .. - = ii , (Dv); 1--EFig ...._„..L.............„... 41 1 i 11 i zi , .. , f -11111 '-U 'MIN ;73 41 ' H, I 0 1 4.,4411,-.WWWVW,ISR•rL,T.',,C,..'y.111-.. )-03 1 . ',. , .4 _ v -i 4. I i ••-: :1 , j. i '• -.;. ' I Z. 1 Ifk. C) ! IIIIIIMERIMMI i = ; k =I' 4 1 THIS INSTRUMENT PREPARED BY: Dana Crosby-Collier,Esq. SHUFFIELD,LOWMAN&WILSON,P.A. 1000 Legion Place,Suite 1700 Post Office Box 1010 Orlando,FL 32801 (407)581-9800 AFTER RECORDING RETURN TO: City Clerk CITY OF OCOEE 150 N.Lakeshore Drive Ocoee,FL 34761 For Recording Purposes Only (407)656-2322 DEVELOPMENT AGREEMENT (TOP GUN CHEER) THIS DEVELOPMENT AGREEMENT (this "Agreement") is made and entered into as of the day of , 2018, by and between CITY OF OCOEE, a Florida municipal corporation existing under the laws of the State of Florida, whose mailing address is 150 N. Lakeshore Dr., Ocoee, Florida 34761, Attention: City Manager(the "City") and FLORIDA ROCK & TANK LINES, INC., a Florida corporation, whose mailing address is attention Property Management, 200 W. Forsyth Street, Suite 700, Jacksonville, Florida 32202- 4321 (the "Owner"). WITNESSETH: WHEREAS, the Owners own fee simple title to certain lands located in Orange County, Florida, and within the corporate limits of the City of Ocoee, Florida, said lands being more particularly described in Exhibit "A" attached hereto and by this reference made a part hereof (hereinafter referred to as the "Property"); and WHEREAS, pursuant to the application on behalf of Owner, on , 2018, the Ocoee City Commission approved the large scale preliminary/final site plan, Project No. LS- 2018-012, pursuant to the Ocoee Land Development Code (the "Final Plans"); and WHEREAS, the provisions of Section 4-10 of Article IV of the Ocoee Land Development Code requires that the Owner and the City enter into a development agreement incorporating all plans and conditions of approval by reference; and WHEREAS, on June 19, 2018, the Ocoee City Commission approved Resolution 2018- 012, designating certain lands within the City as a `Brownfield Area" and creating a Special Economic Enhancement District(SEED); and WHEREAS, the Property is located in the SEED and is therefore eligible for certain economic incentives as described in the Brownfield Redevelopment Act, described at Sections 376.77-376.86, Florida Statutes; and WHEREAS, the Owners and the City desire to execute this Agreement in order to clarify the nature and timeline for incentives and to comply with the provisions of the Ocoee Land Development Code. NOW, THEREFORE, in consideration of the premises and other good and valuable considerations exchanged between the parties hereto, the receipt and sufficiency of which is hereby acknowledged, the parties hereto agree as follows: Section 1. Recitals; Definitions. The above recitals are true and correct and incorporated herein by this reference. All capitalized terms not otherwise defined herein shall be as defined or described on the Final Plans (as defined below), unless otherwise indicated. Section 2. Development of the Property. (A) The Property shall be developed in accordance with the Final Plans. The Final Plans are hereby incorporated herein by reference as if fully set forth herein. (B) The Property shall be developed in accordance with and is made subject to those certain Conditions of Approval attached hereto as Exhibit "B" and by this reference made a part hereof (the "Conditions of Approval"). Owners further agree to comply with all of the terms and provisions of the Conditions of Approval. The Conditions of Approval attached hereto as Exhibit "B" are the same as the Conditions of Approval set forth in the Final Plans. (C) Except as otherwise expressly set forth in this Agreement and the Final Plans it is agreed that (1) the development of the Property shall comply with the zoning and subdivision regulations of the City as set forth in the Ocoee Land Development Code, as it may from time to time be amended, and (2) all preliminary subdivision plans, final subdivision plans, and final site plans for the Property, or any portion(s) thereof, shall conform to the Ocoee Land Development Code requirements in effect at the time of approval of any such plans. In the event of any conflict between the provisions of the Ocoee Land Development Code, as it may from time to time be amended, and this Agreement, it is agreed that the provisions of this Agreement shall control. (D) Owner shall construct a three (3) foot high precast knee wall (based on 320 linear feet) and install a landscape buffer along Bluford Avenue in accordance with, and complimentary to, the Bluford Avenue streetscape plan and which is subject to review and approval of the City. (E) Owner shall utilize and construct enhanced architectural features on the Bluford Avenue side of the building that are consistent with the elevations shown on the Final Plans as presented to the Planning and Zoning Commission on October 10, 2018. -2- Section 3. Transportation Impact Fee Waiver. Upon successful completion of the knee wall, landscape buffer, and enhanced architectural features in accordance with the approved Final Plans, and provided that the Owner is not then in default under any of the obligations contained in this Agreement, in accordance with provisions in the Brownfield Redevelopment Act, Owner shall be entitled to transportation impact fee waiver in the total amount of$34,970.30 (the "Transportation Impact Fee Waiver"). The parties agree that the amount of the Transportation Impact Fee Waiver is fixed and is not based upon the actual construction costs incurred relating to the construction of the improvements described in Section 2, above. Section 4. Transportation Impact Fee Credits; Right-of-Way Dedication. (A) The parties agree that, based on Owner's redevelopment of the 4,725 square foot building that was formerly constructed on the Property, Owner shall receive a $8,348.00 Transportation Impact Fee Credit. The Transportation Impact Fee Credit may only be applied toward transportation impact fees that are due and payable in connection with improvements constructed on the Property. (B) Right of Way Land. Within sixty (60) days following receipt of written notice from the City requesting same, but in no event later than the time of platting all or a portion of the Property, the Owner shall dedicate and convey to the City a width of five (5) feet of the Property that is adjacent to Bluford Avenue (the "Right-of-Way Land"). Within thirty (30) days of receipt of a written request from the City, the Owner will, at Owner's sole cost and expense, prepare and provide to the City a Sketch of Description, including metes and bounds legal description, of the Right-of-Way Land, which shall be certified to the City and which shall be subject to review and approval by the City. Prior to conveyance of the Right-of-Way Land to the City, Owner shall be solely responsible for the Right-of-Way Land, including but not limited to the maintenance thereof and the payment of all applicable taxes. The Right-of-Way Land shall be dedicated and conveyed to the City by warranty deed, free and clear of all liens and encumbrances, except for matters acceptable to the City. The form of the warranty deed shall be subject to the approval of the City. The Owner shall, contemporaneously with the dedication and conveyance of the Right-of-Way Land to the City, provide to the City a current attorney's opinion of title or current title commitment, to be followed by a policy of title insurance, evidencing that fee simple title to the Right-of-Way Land is free and clear of all liens and encumbrances except for those matters acceptable to the City. The costs and expenses related to the conveyance and dedication of the Right-of-Way Land, including the cost of title work, shall be borne solely by the Owner. Real Property taxes on the Right-of-Way Land shall be prorated as of the day before the City's acceptance of the dedication and conveyance of the Right-of-Way Land, and the prorated amount of such real property taxes attributable to the Owner shall be paid and escrowed by Owners in accordance with section 196.295, Florida Statutes; provided, however, that if the conveyance occurs between November 1 and December 31, then the Owner shall be responsible for the real property taxes for the entire year. Sidewalk. In addition to the conveyance of the Right-of-Way Land, Owner shall install approximately 400 linear feet of sidewalk along Bluford Avenue. The sidewalk shall be five (5) feet in width and Owner shall convey a temporary easement over the Sidewalk to the City, the -3- form of which shall be subject to the review and approval of the City. Owner shall be responsible for the design, engineering, and construction of the sidewalk along Bluford Avenue. Such construction shall be completed in accordance with the requirements of the City and at Owner's sole cost and expense. The Right-of-Way Land and Sidewalk is generally depicted on Exhibit "C", which is attached hereto and incorporated herein by reference. Impact Fee Credits. At such time as the Right-of-Way Land is accepted by the City, and provided that the Owner is not then in default under any of the obligations contained in this Agreement, Owner shall be entitled to Transportation Impact Fee Credits in the total amount of $7,535.25. The parties agree that the amount of the Transportation Impact Fee Credits is fixed and is based upon the most current information available from the Orange County Property Appraiser. The Transportation Impact Fee Credits may only be applied toward transportation impact fees that are due and payable in connection with improvements constructed on the Property. (C) Except as specifically set forth in Sections 3 and 4, no additional impact fee credits or waivers will be available for the construction of any improvements on the Property. Section 5. Notice. Any notice delivered with respect to this Agreement shall be in writing and be deemed to be delivered (whether or not actually received) when (i) hand delivered to the other party, or (ii) when sent by overnight courier service for next business day delivery (i.e., Federal Express), addressed to the party at the address set forth on the first page of this Agreement, or such other person or address as the party shall have specified by written notice to the other party delivered in accordance herewith. Section 6. Covenant Running with the Land. This Agreement shall run with the Property and inure to and be for the benefit of the parties hereto and their respective successors and assigns and any person, firm, corporation, or entity who may become the successor in interest to the Property or any portion thereof Section 7. Recordation of Agreement. The parties hereto agree that an executed original of this Agreement shall be recorded by the City, at the Owners' expense, in the Public Records of Orange County, Florida. The City will, from time to time upon request of the Owners, execute and deliver letters affirming the status of this Agreement. Section 8. Applicable Law. This Agreement and the provisions contained herein shall be construed, controlled, and interpreted according to the laws of the State of Florida. Section 9. Time of the Essence. Time is hereby declared of the essence to the lawful performance of the duties and obligations contained in this Agreement. Section 10. Agreement; Amendment. This Agreement constitutes the entire agreement between the parties, and supersedes all previous discussions, understandings and agreements, with respect to the subject matter hereof; provided, however, that it is agreed that this Agreement is supplemental to the Final Plans and does not in any way rescind or modify any -4- provisions of the Final Plans. Amendments to and waivers of the provisions of this Agreement shall be made by the parties only in writing by formal amendment. Section 11. Further Documentation. The parties agree that at any time following a request by the other party, each shall execute and deliver to the other party such further documents and instruments, in form and substance reasonably necessary to confirm and/or effectuate the obligations of either party hereunder. Section 12. Attorneys' Fees. In the event that either party finds it necessary to commence an action against the other party to enforce any provision of this Agreement or because of a breach by the other party of any terms hereof, the prevailing party shall be entitled to recover from the other party its reasonable attorneys' fees, paralegal fees and costs incurred in connection therewith, at both trial and appellate levels, including bankruptcy proceedings, without regard to whether any legal proceedings are commenced or whether or not such action is prosecuted to judgment. Section 13. Counterparts. This Agreement may be executed in any number of counterparts, each of which shall be deemed to be an original but all of which together shall constitute one and the same instrument. Section 14. Captions. Captions of the Sections and Subsections of this Agreement are for convenience and reference only, and the words contained therein shall in no way be held to explain, modify, amplify or aid in the interpretation, construction, or meaning of the provisions of this Agreement. Section 15. Severability. If any word, sentence, phrase, paragraph, provision, or portion of this Agreement is for any reason held invalid or unconstitutional by any court of competent jurisdiction, such portion shall be deemed a separate, distinct, and independent provision and such holding shall not affect the validity of the remaining portion hereof so long as the purpose and intent of this Agreement can still be achieved. Section 16. Effective Date. The Effective Date of this Agreement shall be the day this Agreement is last executed by a party hereto and such date shall be inserted on Page 1 of this Agreement. SIGNATURES TO FOLLOW -5- IN WITNESS WHEREOF, the Owner and the City have caused this instrument to be executed by their duly authorized elected officials, partners, and/or officers as of the day and year first above written. Signed, sealed and delivered OWNER: in the presence of: By: Print Name: Its: Print Name Print Name STATE OF COUNTY OF I HEREBY CERTIFY that on this day, before me, an officer duly authorized in the State and County aforesaid to take acknowledgments, personally appeared , as the of , who [ 1 is personally known to me or [ 1 produced as identification, and that he/she acknowledged executing the same on behalf of said company in the presence of two subscribing witnesses, freely and voluntarily, for the uses and purposes therein expressed. WITNESS my hand and official seal in the County and State last aforesaid this day of , 2018. Signature of Notary Name of Notary(Typed, Printed or Stamped) Commission Number(if not legible on seal): My Commission Expires(if not legible on seal): -6- Signed, sealed and delivered CITY: in the presence of: CITY OF OCOEE,FLORIDA By: Print Name: Rusty Johnson, Mayor Attest: Melanie Sibbitt, City Clerk Print Name (SEAL) FOR USE AND RELIANCE ONLY BY APPROVED BY THE OCOEE CITY THE CITY OF OCOEE,FLORIDA. COMMISSION AT A MEETING HELD ON Approved as to form and legality this , 2018 UNDER day of ,2018. AGENDA ITEM NO. SHUFFIELD,LOWMAN AND WILSON, P.A. By: City Attorney STATE OF FLORIDA COUNTY OF ORANGE I HEREBY CERTIFY that on this day, before me, an officer duly authorized in the State and County aforesaid to take acknowledgments, personally appeared RUSTY JOHNSON and MELANIE SIBBITT, personally known to me to be the Mayor and City Clerk, respectively, of the CITY OF OCOEE, FLORIDA and that they severally acknowledged executing the same in the presence of two subscribing witnesses, freely and voluntarily under authority duly vested in them by said municipality. WITNESS my hand and official seal in the County and State last aforesaid this day of , 2018. Signature of Notary Name of Notary(Typed, Printed or Stamped) Commission Number(if not legible on seal): My Commission Expires(if not legible on seal): -7- EXHIBIT "A" (The "Property") -8- EXHIBIT "B" CONDITIONS OF APPROVAL Section A. General 1. The City of Ocoee, Florida(the "City") is subject to the terms, provisions and restrictions of Florida Statutes, Chapter 163, concerning moratoria on the issuance of building permits under certain circumstances. The City has no lawful authority to exempt any private entity or itself from the application of such state legislation and nothing herein shall be construed as such an exemption. 2. This project shall be developed in (j phases. 3. Each phase of the project will stand on its own with respect to public services (sewer, water, stormwater management, access and other related services). 4. Except as specifically noted on this plan, development of the property shall be consistent with the requirements of the City of Ocoee Code of Ordinances (the "Code"), which Code includes Chapter 180, the City of Ocoee Land Development Code (the "Land Development Code"). 5. Nothing herein shall be construed to waive any provision of the Land Development Code except to the extent expressly set forth on a waiver table or explicitly set out on the plan. 6. Any damage caused to any public streets as a result of the construction activities related to the project shall be promptly repaired by the Owner to the applicable governmental standards at the Owner's sole cost and expense. 7. There shall be no access from the property to any public streets except at the approved locations shown on the approved Final Subdivision Plan/Final Site Plan. 8. All existing structures (including buildings, power lines, existing aerial and utility facilities) will be removed and/or terminated prior to or during construction of the development replacing those uses. 9. Development of this property is subject to that certain Development Agreement dated as recorded in Official Records Book , Page Public Records of Orange County, Florida. 10. All legal instruments including, but not limited to (i) declarations of covenants, easements and restrictions for the property; (ii) articles of incorporation and bylaws of the property owners' association (the "Association"); and (iii) warranty deeds, easements and bill of sale documents to the Association, the City, the County and/or the St. Johns River Water Management District ("SJRWMD") shall be provided to the City for review and approval prior to platting all or a portion of the property. -9- 11. Parking for individual lots shall be provided in accordance with the Land Development Code. 12. Each fire hydrant shall be painted OSHA yellow in color and a blue reflective marker shall be affixed to the street in the center of the lane closest to each hydrant. 13. The Owner of each tract shall be responsible for installing reuse lines along with the other subdivision infrastructure. At such time as reuse water is available to the property, the Owner shall be responsible for connection to the reuse system lines. 14. Pursuant to the Land Development Code, all subdivision signage must be consistent with the legally assigned name of the subdivision. Any subsequent change to the name of the subdivision must be approved by the City Commission of the City. 15. To the extent the Land Use Plan and these Conditions of Approval conflict with the Land Development Code, the provisions of the Land Use Plan and these Conditions of Approval shall control. 16. [If to City] To the extent any lift stations are required on the property they will be conveyed to the City at the time of platting. All such lift stations shall be designed in accordance with the City of Ocoee Engineering Standards Manual. [If to County] To the extent any lift stations are required on the property they will be conveyed to the County at the time of platting. Lift station facilities shall be designed to accommodate a master pumping station consistent with the County's utility master plans. All such lift stations shall be fenced with black, vinyl chain-link fence, with posts and rails painted black, and shall be set back no less than 25' from any street. Such lift stations shall also be screened with hedge-type shrubbery, such as viburnum or ligustrum. Section B. Trees 1. Existing trees eight feet (8') or larger (other than citrus trees or "trash" trees) located along proposed locations of buffer walls or road right-of-way lines will be preserved if at all possible; the buffer walls and roads will be designed around those trees to incorporate them into required landscape buffers and as street trees 2. The existing grades on individual lots containing protected trees will be maintained as much as possible to preserve existing protected trees. For lots or tracts containing protected trees, there will be no grading or other construction on the same except as specified in the approved Final Subdivision Plan/Final Site Plan, until building permits are issued for those lots/tracts. 3. Removal of existing protected trees will be limited to clearing road right-of-way and retention areas as detailed in the Final Subdivision Plan/Final Site Plan. All existing protected trees on individual lots and tracts will be evaluated at the time of site plan review for that lot or tract, to determine whether or not each tree needs to be removed. -10- 4. In order to ensure that as many existing trees as possible will be preserved, all road rights-of-way and retention areas will be flagged for review by the City prior to any tree removal. No clearing permits will be issued for site work or building construction until the trees to be preserved have been clearly marked with tree protection barriers. 5. No person shall undertake land clearing or the removal of any protected trees without first obtaining a permit from the Building Department. The removal of protected trees shall be minimized to the maximum extent possible and no authorization shall be granted to remove a tree if the Owner has failed to take reasonable measures to preserve the trees on site. 6. The final grading plan will preserve existing grades on individual lots and tracts containing protected trees as much as possible. 7. All landscape areas will be irrigated and have an automatic rain sensor. Section C. Easements/Utilities 1. All cross access, utility and drainage easements shall be provided prior to or at the time of platting. 2. All utilities to be placed within the ten foot (10') easement along the front of each lot will be placed around existing protected trees to be preserved. 3. All utilities including electrical, cable, TV, and telephone and including on-site existing overhead wires shall be placed underground. 4. Unless otherwise noted, a five foot (5') utility and drainage easement will be platted along all side lot lines and ten foot (10') utility, drainage and sidewalk easement adjacent to the street right-of-ways. Sidewalks will only be placed in this easement if necessary to run them around existing protected trees to be preserved. 5. All drainage, utility and maintenance easements shall be for the benefit of the Association. The land burdened by such easements shall be owned by the individual lot or tract owners. 6. Drainage easements between lots and tracts are shown for location only. Final easement dimensions will be shown on the Final Subdivision Plan/Final Site Plan and will be sized to meet City requirements. 7. A perpetual, non-exclusive access easement over all internal roadways and other paved areas is hereby granted in favor of the City and other applicable authorities for law enforcement, fire and other emergency services. The City may require that the owner execute an easement in recordable form with respect to the foregoing. 8. An emergency access easement to the retention ponds and over all drainage easements shown hereon is hereby granted to the City for emergency maintenance -11- purposes. The emergency access easement will not impose any obligation, burden, responsibility of liability upon the City to enter upon the property it does not own or take any action to repair or maintain the drainage system on the property. Section D. Association 1. The Association shall own and maintain all common areas. 2. All declaration of covenants and restrictions affecting the property shall include the following provisions: i. Provision allowing the City to levy, collect, and enforce assessments for maintenance of common areas if the Association fails to do so or fails to maintain assessments at a level allowing for adequate maintenance. ii. Provision granting the City the right, but not the obligation, to maintain all common areas should the Association fail to do so after notice from the City. To the extent that the City undertakes such action, the City shall be entitled to reimbursement from the Association and shall be entitled to require the Association to levy assessments for the purposes of paying such reimbursement. iii. Provisions granting the City the right, but not the obligation, to maintain/repair the stormwater management system for the property (the "SWMS") and obtain reimbursement from the Association, or from the Owner if(a) turnover of control of the members has not occurred; or (b) if the Owner is still responsible for maintenance of the SWMS. iv. Provision providing that the SWMS will be transferred to a responsible operation/maintenance entity acceptable to the City in the event of dissolution and that if dissolution occurs without such approval then the City may continue to levy and collect assessments and impose liens with respect thereto notwithstanding the dissolution of the Association. v. Provision that the Association shall at all times be in good standing with the Florida Secretary of State. vi. Provision that at the time of turnover of control of the Association to the members, the declarant shall deliver to the new board of directors the maintenance plan for the SWMS accompanied by an engineer's certification that the SWMS is functioning in accordance with all approved plans and permits. To the extent that any such engineer's report indicates any corrective action is required, that declarant shall be required to diligently undertake such corrective action at the declarant's expense and to post a cash bond with the Association for the estimated costs of such corrective action. vii. Provision that no property owned by the City or any other governmental entity shall be subject to assessments levied by the Association. -12- viii. Provision that any amendment to any provision affecting the City or SWMS requires the consent of the City in an instrument recorded with the amendment. 3. All tracts that are to be owned and maintained by the Association shall be conveyed to the Association by warranty deed at the time of platting. A special warranty deed is permissible if accompanied by a title insurance policy to the Association. Section E. Streets 1. Final street naming will be coordinated through the City Building Department at the time of final plat submittal. 2. [If public streets] All internal roads within the project will be dedicated to the public at the time of platting unless otherwise noted. [If private streets] Tract , access road(s) through the property, is a private road which will be owned and maintained by the Association, with access and utility easements granted to the City. Such roads will be conveyed to the Association at the time of platting. 3. [If public roads] Street lights, security lights and lighting for common areas meeting current Land Development Code requirements shall be installed by the Owner prior to Certificate of Completion at the Owner's expense. If upgraded street lights are installed, the Owner and the Association will be required to complete and execute a City of Ocoee Owners and Homeowners Association Agreement for Upgraded Street Lights with the Owner and the Association being responsible for operating costs for the difference between standard street lights and the upgraded street lights. [If private roads] Street lights, security lights and lighting for common areas meeting current Land Development Code requirements shall be installed by the Owner prior to Certificate of Completion at the Owner's expense. The Owner and the Association will be responsible for all operating costs relating to such lighting. 4. [Private Roads] In the event gates are installed on the private roads the gates and subdivision shall comply with Article VIII, Chapter 34 of the Orange County Code for gated communities as well as any amendments to that Article that may be enacted prior to approval of the Final Subdivision Plan. Further, in the event Orange County rescinds or ceases to have regulations for gated communities, then the regulations in effect at the time of Final Subdivision Plan approval shall control. All references in said County Code Chapter to the "County" shall be deemed to refer to the "City" for purposes of this requirement. Click to Enter and Knox Box technology shall be installed and operational at each gate. 5. The Owner shall construct appropriate curbs cuts to enable construction of ramps at all rights-of-way intersections (and other areas as reasonably required) in order to accommodate access to sidewalks and streets for persons who are in wheelchairs and other persons who are physically challenged. Sidewalks abutting each platted lot or tract -13- shall be constructed at the time of development of the lot or tract. When sidewalks are constructed on corner lots at certain locations, the sidewalks will be extended to the curb and the appropriate ramps will then be constructed. Sidewalks adjacent to common areas shall be constructed at the time of permanent construction of adjacent common areas. Section F. Stormwater Management System 1. All retention ponds will be unfenced with maximum 5:1 side slopes into the pond. 2. The development of this project will incorporate the stormwater needs of all public roads within the project. 3. All building setbacks from all retention areas shall be fifteen feet (15') feet from the top of the bank. 4. Unless otherwise specifically provided for, the SWMS, including all pipes, inlets, manholes, structures and retention ponds, will be owned, operated and maintained by the Association. 5. Notwithstanding the conveyance of the retention ponds to the Association or any provision to the contrary contained in these Conditions of Approval, the Owner shall remain responsible for the maintenance of the SWMS, including all retention ponds, until such time as: i. the entire SWMS for the project is constructed and the appropriate Certificate of Completion is issued by both the City and the SJRWMD; ii. the retention ponds intended to be conveyed to the Association have in fact been conveyed to the Association; iii. the Association is designated as the maintenance entity on the records of the SJRWMD and all transfer records required by the SJRWMD have been executed and accepted by SJRWMD; iv. the City has been provided with a copy of the Owner's proposed maintenance plan with respect to the SWMS; and v. the City has been provided with a written statement from the Association acknowledging receipt of the Owner's proposed maintenance plan with respect to the SWMS and that the Association is responsible for the maintenance of the SWMS. 6. All common area improvements including entry features, walls, landscaping and sidewalks along all roads, as well as landscaping around the retention pond tracts and any lift station tract shall be completed prior to issuance of the Certificate of Completion for those corresponding phases. Section G. Wetlands/100 Year Flood Plain -14- 1. All finished floor elevations will exceed the 100-year flood plain by a minimum of two feet(2'). 2. The Owner shall comply with all requirements of the City and other governmental entities with jurisdiction to protect the wetlands being preserved and to prevent any disturbance, siltation, or other construction below the natural wetland lines. Further, the areas below the natural wetland lines shall be fenced off(and silt fences shall be installed) during construction activities immediately adjacent to the wetlands, in order to minimize disturbances of the wetlands during construction. 3. Wetland and existing surface water impact for this property is regulated by SJRWMD and the Florida Department of Environmental Protection. General or individual permits are required from these agencies prior to commencement of construction. 4, At the time of submittal of the first Preliminary Subdivision Plan or Site Plan review for the property, the Owner will map the jurisdictional wetland line on the site and establish a twenty-five foot (25') upland buffer from that line. Depending on the results, the City may also require a Conservation and Drainage Easement over any wetlands or adjoining conservation area. The usable area of the site will be reduced by this acreage and all development criteria will be reduced proportionately. Prior to or at the time of development of any portion of the property, if a Conservation and Drainage Easement is required, the Owner shall convey to the City the Conservation and Drainage Easement, the form of which shall be approved by the City prior to the conveyance. Section H. Commercial Projects 1. All commercial lots will be a minimum of one (1) acre in size. 2. All commercial lot uses shall conform to the Master Architectural, Signage, Lighting and Landscape Package Plans, which will be provided when the first commercial lot is developed and which will be subject to approval of the City. Section I. Single-Family Residential Projects 1. Each residential lot shall have the minimum of three (3) trees per lot, and one (1) street tree with a minimum size of ten feet (10') in height and two inches (2") in diameter at breast height(DBH). 2. All underground utilities shall comply with Section 6-8(C) of the Land Development Code, which requires pedestal-mounted utility boxes to be placed back of the street, no more than five feet (5') forward of the front building setback line, on all residential lots which are less than seventy feet (70') feet in width where the lot abuts the street right-of-way line. Section J. Townhome Projects -15- 1. All multifamily residential buildings comprised of three (3) or more dwelling units, regardless of square footage or number of stories, will include automatic fire protection systems. 2. Open space between townhome units not part of an individual lot, shall be owned and maintained by the Association. 3. The townhome portion of the project will comply with section 6-15 of the Land Development Code regarding multi-family development standards. 4. Street trees shall be provided by the Owner at a rate of one (1) tree per townhome unit prior to certificate of occupancy for each building. 5. All declaration of covenants and restrictions affecting the townhome portion of the property shall include the following provisions: i. Provision providing that short term rentals (rental term less than six (6) months) shall be prohibited and providing that this provision may be enforced by the City. ii. Provision requiring that garages must be used for parking cars and that parking will be prohibited on the private streets, except in designated off-street parking spaces. iii. Provision prohibiting RV and boat parking within the subdivision. iv. Provision requiring that if trash cans are used at individual units, they shall be stored in the garage, but if they are stored outside the garage they shall be screened from view with a decorative fence and/or landscaping. v. Provision requiring a six foot (6') privacy fence on all three (3) sides of any lot with an accessory structure, per section 5-6b of the Land Development Code. vi. Provision requiring limitations on the size and placement of accessory structures and privacy fences in certain rear yards. vii. Provision requiring all lots with fencing to have a gated entrance along the rear lot line. viii. Provision providing that trash pickup will be provided for each individual unit and that no dumpsters shall be utilized for waste disposal. ix. Provision providing that individual owners of individual lots shall be wholly and exclusively responsible, to the extent necessary, for the periodic clean-out, maintenance, upkeep, repair and replacement of all elements of the sanitary sewer system located on their respective lot, from the inside of the home to the back of curb where the lot line ends. The elements of the sanitary sewer system shall include, but not be limited -16- to, all piping, "laterals" and other components of the sanitary sewer system. Neither the Association nor the City nor any other third party shall have any responsibility for such clean-out, maintenance, upkeep, repair or replacement of any component of the sanitary sewer system located on a lot. Section K. Wekiva Study Area 1. For development or redevelopment of property located outside the Ocoee Community Redevelopment Area (CRA) but within the Wekiva Study Area ("WSA") Boundary, and with the exception of a single-family home on an existing lot, those portions of properties that contain at least one (1) of the three (3) following resources: (i) most effective recharge areas, (ii) karst features, or (iii) sensitive natural habitats including Long Leaf Pine, Sand Hill, Xeric Oak Scrub, or Sand Pine Scrub vegetative communities, are be subject to a minimum thirty-five percent (35%) Wekiva Open Space requirement. 2. Open Space required to be preserved within the WSA boundary is defined as: any portion of a parcel or area of land that remains undeveloped, or minimally developed, such as trails and boardwalks as part of a natural resource preserve or recreation area, stormwater retention areas that follow Best Management Practices (BMPs), upland buffer retention swales (per policy 7.7.3), naturally vegetated areas, and tracts for pedestrian connections. Such designated open space excludes waterbodies, lots, street rights of way, parking lots, impervious surfaces and active recreation areas including golf courses. All Wekiva Open Space Areas shall be restricted to prohibit use of fertilizer and chemical applications, but may permit mechanical methods for routine maintenance. Rule 9J- 5.003(84), F.A.C. [Wekiva Parkway and Protection Act(WPPA): Ch. 369.321(3), F.S.] 3. Naturally vegetated swales are required to be placed within the upland buffers surrounding lakes or wetlands. The purpose of these swales is to improve the water quality of the stormwater runoff and ensure that the swale fills and exfiltrates into the soil so that there is no sheet flow into the lake or wetland. This method of water quality improvement shall mimic the absorption and pollutant removal abilities of a natural low spot in the topography and must follow accepted Best Management Practices (BMPs). Stormwater runoff from developed lands adjoining wetlands, lakes and/or floodplain areas shall be diverted towards swales, hold the runoff, and then allow it to slowly release into the soil column. [Wekiva Parkway and Protection Act (WPPA): Ch. 369.321(3), F.S.] Section L. West Orange Trail 1. A Public Trail Tract as depicted on the plan shall be dedicated to the City at the time of platting for connection through the property to the West Orange Trail. -17- Exhibit "C" W. CY)r.r /III"S S'I'RLI l , tl I} ........ i, r 1 \ . i 1 ' 1 ,. -:::i.9eis 1— g t f ,, v�$f + . O[>U•CMACt i ,' , :V.0.41, 1 2 4th is i ar1..c. \ —4 - It i p 5..(r w 1 ., t t ,\ t I 4 i x �E lr 1 six 1 ;J1 f . .\ �SM ii.4 A' U i_2'0' ' I7 t et'.sc.,.t1' \ —1.4 i FYI i. 9 r�ra.w. 1 �1 wt‘,474•01,, Si • siur �bae.r it I 444, -18- COPY OF ADVERTISEMENT Date Published and Media Name SECTION West Orange Times THURSDAY,NOVEMBER 8, 2018 Advertisement or Article FIRST INSERTION CrrI OF OOH NOT EOFFUBUC G LARGE SCALE PR NARY/FINAL SITE FLAN GASB NUMBER:IS-2018-012 NOTICE I3 HEREBY GIVEN,pursuant to Article IV,Section 4^•3•A-(.8lj),of the City of Ocoee Land Development Code,that on TUESDAY;NOV 20, 201t3,AT6:sSP Bs oras soon thereafter as practical the OCOEE C1TY COtS - SIONwillholdapUBL1CHEARINGattheCityofOweeC mmmissiop 150 North Lakeshore Drive,Ocoee,Florida,to consider the Large Scale P � nary&Final Site Plan for Top Gun Cheer The pmpetty islocated on the of W'Columbus met and on the west side of S.Bhdord Avenue.The ptopintif is identified as Parcel Number 17-22-28-6144.04-210.The mildest propertyis a' prooumately 4.51 acres.The purposed use is or 36,711 S.F.cheer and Intertrainingested PfacilitY.arties may appear at the public hearing and be heard h in- spectto the proposed action.The complete Case Ste,including a`^ pi description by metes and bounds,maybe inspected at the Ocoee Planning De- partment located at 150 North Lakeshore Drive,Ocoee,Florida between the hours of 8:00 a.m.and 5:00 pan.,Mondaythrough Friday exceptlegal olidays. The Ocoee City Commission may continue thepublic hearing to other dates and times,as it deems necessary.Any interested Party shall be advised of t1 a dates; times,and places of any continuation ofthese or continued public hearings shall be announced during the hearing and no further notices regarding these mat- ters will bepublished.You are advised that any person who desires to appeal any decision made at the public hearings will need a record of the proceedings for this purpose may need to ensure and that a verbatim 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,persona need- ing a special accommodation or an interpreterto participate in this proceeding should contact the City Clerk's Office 48 hours in advance of the meeting at (407)905-3i05. 18 ds59sw November 8,2018