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Home My WebLink AboutItem 15 Preliminary/Final Subdivision Plan & Development Agreement for Prairie Lake Planned Unit Development Townhomes, Project No: LS-2020-002sk/w OCOPP none. AGENDA ITEM COVER SHEET Meeting Date June 2, 2020 Item # /..i Contact Name: Michael Rumer, City Planner Contact Number: 407-905-3100 ext. 1018 Reviewed By. Department Director: City Manager Subject: Prairie Lake PUD Townhomes (Meritage Homes) Preliminary/Final Subdivision Plan - Project # LS-2020-002 (District 4 - George Oliver III) BACKGROUND SUMMARY: The Prairie Lake PUD is located on both sides of Clarke Road between Hackney Prairie Road and A D Mims Road. However, this particular request will only affect Tract "C" of the Prairie Lake PUD Specifically, Tract "C" is permitted for up to 125,000 S F. of Commercial uses and 80 Townhome units and is located on the northeast corner Clarke Road and A.D. Mims Road and is approximately 13 99 acres in size Tract "C" is under two (2) separate owners. The entire Tract is currently vacant, undeveloped and is mostly covered with trees. The Future Land Use Map designates the property as "Medium Density Residential which allows up to 8.0 dwelling units per acre The table below references the future land uses, zoning classifications, and existing land use of the surrounding parcels DIRECTION: JPA FUTURE LAND USE/ EXISTING LAND USE/ North Commercial and Medium Density / City of0coee Ocoee Fire Station & Townhomes (Prairie Lake Reserve PUD East Low Density Density Residential City of Ocoee Agriculture / Vacant South Medium Density Residential / CitV of Ocoec SFR s Reserve Subdivision/-R-Y West Medium Density Residential / City of Ocoee SFR & Townhome Reserve at Meadow Lake / `PUD' The Prairie Lake PUD Townhome Preliminary/Final Subdivision Plan (PSP/FSP) is consistent with the Comprehensive Plan, the Land Development Code (LDC), and the requirements of the Prairie Lake PUD DISCUSSION: The Prairie Lake PUD Townhomes Preliminary/Final Subdivision proposes a total of 78 townhome residential lots The townhomes will consist of a mix of six (6) unit buildings and four (4) unit buildings The exterior units will be 24 feet wide and the interior units will be 20 feet wide The PUD has a minimum living area set at 1,500 square feet The Internal streets will be private The development is proposed to be developed in one (1) phase As shown on the plans, the subject subdivision will have one (1) access point on Ocoee Vista Parkway This main entrance will be aligned with the existing Prairie Lake Reserve subdivision entrance across Ocoee Vista Parkway An extension to Ocoee Vista Parkway along the rear of the property is provided. This extension will provide the undeveloped property to the east a future right-of-way connection point. The proposed subdivision is located to undeveloped commercial on the west side The subdivision plan calls for a wall with landscape buffer and pedestrian connection to the future commercial parcels A stormwater retention pond is located on the north side. Two amenity lots are provided with various recreation and playground equipment. DEVELOPMENT REVIEW COMMITTEE RECOMMENDATION: The Development Review Committee (DRC) met on May 7, 2020, and reviewed the Preliminary/Final Subdivision Plan for the Prairie Lake PUD Townhomes When the discussion was finished, the DRC voted to recommend approval of the Preliminary/Final Subdivision Plan Sale of Property from City of Ocoee to Meritaoe Homes The contract for sale of 8.5 acres for $1,100,000 00 has an anticipated closing date of June 17, 2020. The contract calls for permitting 80 townhomes which has been facilitated by a non -substantial amendment to the Prairie Lake PUD (Approved on September 17, 2019) and as part of this Preliminary/Final Site Plan The Preliminary/Final subdivision plan provides for 78 townhome lots. PLANNING AND ZONING COMMISSION RECOMMENDATION: The Planning and Zoning Commission met on May 12, 2020, and reviewed the Preliminary/Final Subdivision Plan for Prairie Lake PUD Townhomes. The Planning & Zoning Commission voted unanimously to recommend approval of the Preliminary/Final Subdivision Plan, subject to the resolution of any remaining staff comments ISSUE: Should the Honorable Mayor and City Commission approve of the Preliminary/Final Subdivision Plan for Prairie Lake PUD Townhomes? Based on the recommendations by the Development Review Committee and Planning and Zoning Commission, Staff recommends that the City Commission approve the Preliminary/Final Subdivision Plan for Prairie Lake PUD Townhomes Attachments: Location Map, Surrounding Future Land Use Map, Surrounding Zoning Map, Aerial Map, Preliminary/Final Subdivision Plan for Prairie Lake PUD Townhomes Hardscape Buffer Sheet Prairie Lake TH Revised Rec Area Plan Development Agreement Financial Impact: No financial Responsibility as part of the subdivision plan. City will receive proceeds from the sale of the land to Mentage 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 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 Q _ N/A Large Scale Preliminary/Final Subdivision Plan For Prairie Lake Subdivision Location Map eCourtesy Rick Singh, CFA, Orange County Property Appraiser yLL A / _ CIN of n O ow b cq� ew CH ocaee Vi\ In Pkw' _``+\• `4 r�.cra �A •.Kro A1� oce SINesbi aaenmta or flotltle fnc ../PDptuo, d/!� Created 511 t2020 11 13 This map is for reference onl antl is not a curve i For Prairie Lake Subdivision Surrounding Zoning Map e Adr N�bnts 7 �.q� a as aio ezo OFeer OSubjeci Property Zoning Classification: General Agricultural (A-1) Suburban (A-2) Single -Family Dwelling (R-1AAA) Single -Family Dwelling (R-1AA) Single -Family Dwelling (R-1A) Single -Family Dwelling (R-1) One- & Two -Family Dwelling (R-2) Multiple -Family Dwelling (R-3) Mobile Home Subdivision (RT-1) Professional Offices & Services (P-S) Neighborhood Shopping (C-1) Community Commercial (C-2) General Commercial(C-3) Restricted Manufacturing & Warehousing (1-1) General Industrial (1-2) HIM Commercial (PUD) Low Density (PUD) ♦� Medium Density (PUD) = High Density (PUD) Public Use (PUD) %/ Unclassified I�A1 nrScR vncN' PNI�HNIA�dY tl3911RD AS EbWiYS' SWM RNI(£ Y EAST. gW16 NNIR. ilAW.1, SEND YpR SY RID ID SEi T fPIM 1p-ElLUHYE [A fNi Fal ME dNRR R !NE P90\E pE9WFD PP9m. AS OffI,RD BY IN INAi tFA IAN pINU2 N:Y NRItt EA4Ydi AWf£HWE BY I1➢ R1MD1 Dk OR 6 Y M9 g.N16R4111S 6 MkOA INC Pf WlCf01N tlRON BELC00'i Bpp'.N]e, PIf£ WI, W WC R. IXpM 6 M. fLWIY, ifW00. ME R80\E [E9`ABD Ph9bt K LON Ctl1iAN0 n1....1 W IfSS C-001 COVER SHEET t of I GOUNDARY AND TOPOGRAPHIC SURVEY C-005 SWCU AND ABBRENATOE C-W6 GENERAL NOTES C-WJ CONgTgYS OE APPROVAL C-101 PSP MD STE N4 SIW PUN C 201 Uflu PUN C ME ORANAGE PUN C 401 GRADING PUN C 601 C-602 RANAND PR6TUB C-603 CiFSOE PIAN )WO PROFlLE C '!01 - C-702 IRMON CQOTU PUN AND DETALS - C-901 - C-904 CDNSTRVCnON DETAIIS C-911 - C-913 CITY OF OCOEE STANDARD DETNLS IANOSCAPE FU S PRELIMINARY/FINAL SUBDIVISION PLANS PTAIRIE LA"'Er 056'A PARCEL ID No. 09-22-28-0000-00-056 SECTION 9 TOWNSHIP 22 SOUTH, RANGE EAST CITY OF - FLORIDA ORLANDO, FLORIDA 32839 40. i4A•" i fill , MOORHE _p.& STOKES ANC. CIVIL ENGINEERS 431 E. HORATIO AVENUE,•• FLORIDA 32751 FAX • PROJECT TEAM MEMBERS: DEVEIAKR/.VFNER: IMO N.IE E1 &\O.. NIR IV IAI£0. 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WNMACitli IRA I ABIDE BY ALL gIDRIWS CO4LMIED TOTEM RERWIs IN[WOm (WiIIDi NECESSARILY ACME NATON�E OR INDMpUA BASIS AW EST FERN TRALS TBUtON OPSOETANY 3NEI CMNI LECTI RO iRA45NR90N PUBSE FOEP DgmCE µI HLL FEW MORE COMEOD PAEERST FFOR STE MPTALFABISCXANCE TOWN URGE AND SMALLMEN DRUVfWAY ....IsmONWALER DlsagR4f CRxEcUND RMIDA PSI AND JORGE CRWERYATM COMPATION POLAR FOR (IMPACTS AS EMBETTER 01IT. 1 WAAYS IRE LOCAL VNDWMWNO IITUrES GAME VRACENFNI..ITT WW NSPTVE.1 FM CONGENOWN CEMENT OISMIICT EVIONSO➢RAL RESOURCE NOW (POP) 4 B6RE CONTRACTORS S'I REST..Al V.A WR MNG ALL SETBACKS AID...TS S IAANGAINS AND OMEN SIMILAR Pax1S SHAM p£ GRENLLY NNNTNNEO 1NRWGNpVT WE ISAUTRVCTR PERIW. I INCURRED Ofl OESRIOYEO, 1H6E PONIS WELL BE REPLACED BY A LICENSER RMIDA PROfE4MNAM MEND SURVEYOR (PLS) AT CONTRACTOR 3 IMPOSE. R "".A 4T: [MUTTONS FRCH MAT ,NICE 15 REPANSWI E0 HERNAT WKTMAN AM1 ON GUYL US FOLLOW TO ME IMUMATE AL ERRT. .1 INIU ER ARM MARM, FWA THE CHXAGN BE THE BIN XNILIT IG NO MAN MY LASSOARMBESSALLLOXID F CONTRACTS PAS TO POYOW ER RADIOON. WE ONW LOW S OCT.. BE INCH CONdTMS TI ME PNGWEW AID ON., T. THE COMRACLR WALL BE RESPONSIBLE FR OEV WNON AND RdOVAL OF ALL .'SO NO STINRM. EEL, UINE55 OnIFAVAD XOIEO. AM SOL EIR OMEN A. µY GRIMM. "ATRIAL SHALL BE 1TOIIFI FROM THE WE AID DISPOSED CF Y ME GCOMPAROR I.. .71MARISE GI EOD BY ME CBS., NE LR 91ALL MUTUAL ALL FMGIB4 WHYDNNES AW VnB GTE W. NO REMAIN DAMAGE ONU[EMENT SOLID C USTRLXTR. 1 E SYfNT 5 ME ENCOUNTERED, Vt GUMACTRTALL IN SRMALLY NDIME TO MA ME IMIT CWPµY ME GCOMANTLY HILL BE E MAYMNAT FM ALL ISSUE CVRRCO NO MAIN DAMAGE R CORRECT USPLAQVENT. R. CITATCO.ION SHBE E%MWµWIN ELY CIS WHEN WINKING I. TESTS NM W ME TO BC SAVED. MHEIMON M. W TOP MATS OR pE9WAI0 W WE Pfm. mAC1OR SIULL BECOME IAA XIM II CImRN NEW ALL ME DROICIIGULT 1 S 1. 1 1 BOU S 6 ME OMMUNI T SllBO ON PUII / DLYCLM ME PWI AU LOEAL AND MIL T CIWACTR SHALL ID MATH E IFEWMA RFPUONM µ0 MTCATW IRIS ER MY TREES BLAMED TRAi YhAE OESIAAIEO iO BE REEFAK➢. IS MEN DETAILS AND PROM➢, CIIRACLI SHALL CdRTRUCT JR POOH WEODD DETAILS µ0 IS, BY SLAMNC FROM ThR¢ PLANS J. IT Is ME REWONSIBIUtt OF THE CONTRACTOR i0 WOODS MY REW Wm pI CGrtRCT P., ALL MONK ED., BE PROUN D NOWN ME SEMOMS4m AN NN EON. A. LLC L MINDY TRIMMED PRIXFDIIRES IT ME CONTRACTOR 91ALL RETIRE RP ST CONSTRUCTED AREAS N LWA NO 7TER ENIpN WAN pISRO PRIOR TO COURT NCENENT M WHADJVCT M. 1 M-SLAT WASHOWS SHAPE BE KEPT BY ME ,I., DART. UPON IRORM, CIPLETOIRIi"AGTR MID SU6VIL2D ip WE 14. CGNMAGM SHALL COUNTY MOT ME LOCAL AGENCY EMBOSSMENTS FOR WS'ECnM Nm ESTIO. L NEW HOLIES D UPGRADED UNES PROIDI M m TO ON E ITT MUST 15. AANDTIBE 11.1. W.DFRORWND, NE WE WMRRACTI DRAT, BE SEPRSOM FBI ME RESPIRATOR Of µY THM IC SIGNAL EQUIPMENT I.... GOT GOT 1... 10 MEN MRCP ... PILL BO%6. CRONE RATIO MOT, AI GANNETS, ANY HIDE Iµ. W, THE C.SIaM RCTWLL BE PESTERED TO MEN OB'.. CO VINGS UNLESS ORTERON EED NOUN BY TIE MONEY TAEFlC ENGNEFA. IT AND CONSTANDOOIN DO IT EFFECT F ECTE.WlaEnun PRoxpEPs STANDARDS IS. CONMACNON SHALL MEET ALL APPROPRIATE ITEMS WUPAWES BE PNM04D START OF YAMS W ALWRDRCE WM MID SIANDARO IWWMU➢II MANORS i NOT OWES 10. WAND, RECLAIMED WATER, DETER, PLEA, NEWDOE CAST AND CABLE N WLPµl6 19. NICK TO WM MCEIdi, CIIgACTR SULL PRONDE INSISTS WONI. NSNS BE BBEE TRAINMEN TO ENSURER TMRYNZCFNNEW KI �PNIPoIC CADMIUM 10 AN.,.. µD AN. FLATS III ILWMNE 01 CFAT.1. AN 0.'CUPNICY/CWPTWEEN 20. ALL MUNIEWALMUS AND DISAPPOINTS MIM A TS SIECPERSNE OTIEA ONµ OMEN/OW EGGS REPRESNTATVE SHALL BE REMOVED I NONEN/ONION/OTHER'S PEPgE3N1ATVE MIGN iO MPENENTSICA. LIPfN9AiUH WLL NOT R BE COMMAND EON WORK THAT IS NOT ANT R RIAN IT N9NPEA/OYMCR/INNING'S flCPPESIITATVE LL COUGER. OF W. SIMR"BRAO AM NTRULS MOERINC PRIME IOF BORCT AND MOOE BRANDBRANDS, BE µY DISGNWWWP,, 22IIB EARMOR NAEWAL SHALL BE MSED W NEW COISMNCIOI IDESY Ill.. NRND ME MBP DRAWNG MPRDVAL PROCESS BY NCWEER/DNNN/OT.9N'S JUSYMENTAN\£IN AUVN.. 21 DOGMATIST SHALL STAVE ALL IVPROWNENNS U!AU ME PLANE). BRAN MATVMZ CEAEMY. AM BVMNF MONSAES PROSSER IN TEST PLANS CCO ELACNOM STALL DRAW MM ME SWEREN VAT ME PLAT IS CURRENT RICK 7 0 WISIRUGGRAL 4. COMPLAINS SHALL... ME POSTAIO OMN9AS NOW OGDEN WON ... IN ME MAL ADDITIONAL BRGANGS PRIOR TO STREWN. R I9 ME WPROKXERTSS i0 .WBSUGUSRN SUURRE ADEWTTLE ALEP ELDI G, 90M IMMORTAL LEAADL DLL VERICAL, WCWDIIN MMMVM INNING SETBA0I5 PHI. N ME WMAWTI IF µY INPROININ1 _ALIINPgOYEVSNiS i0 BE OEWGEO µ0/R MNNIANEO BY ME CITY MAIL BE DETA FORNAME WIN ME COF REW OED STOPICKERI STANORI MANNA AD LE RE. ANY GZNAMB FRW THE Ott BE MOVE NONENING ".IMF, MUST SE APPflOME➢ W MORE. PAVING AND DRAINAGE 1, THE LITIGATION DRAW. CONSTRUCT PROVEN W AEORDu10E WTI 119mAL PAYMENT COMMONS AM LOCAL AGENCY SPEEERCAnOIIS. llk illn9lm PAYFMeIi URINES I.... TO NEWS ANSWER OR THE G4AD'NG PCµ. 2 JUANWA UW (15. SSS6"U P51) PROFESSOR OF UN.AWWN EENIG EMBALM THAT 'NO EXCAVATHS$MIT COMMENCE OR PERFORM ANY IXCAPASOU IN ANY PHOTO SO PRIVATE OWNED MACE RIWT-BF-WAY DEMING l0 ME PVBUC USSTALATICH RSCERNINT ING OBASTR S "OGI. BE CAREBOUND W T MOODY Ill. MONNINS I¶ E ARIA III ME ,I.. IRRIGATION.' DUE 04CLUDES ANY ONERATCH VM SM HAND iCttS BR PO WN ING NWfH MOVSS OR SEARME MY SThLCW MONT H, R, RICA,MOW VMS Ox BE TAFTERNAL BY MEN MIDTOWN AD MUSTAII �A OFNOUnIR. Gfl`MW. MRCWNQ OI LONG, WARD AND I. MCBEARNS, LDE GLAMING WST NOTES ME CAS UNFLOY A MN ITT OF 40 MUGS MID A MANSUR OF 5 BAYS PRIOR 10 EXCAVATOR (ENJOINS SATMOAYS, SUM ME, NID AT, IIOUDAYSA 3, EXCAVA DS, TAMING, AND SLRN SEWER WORK SHALL BE DONE W ALLOWANCE MEN IMF 'I TA HE AN I SIDELIFIRATFOR III NO.UTERT EMT011. AND LCCA A.Y SIGGLEFCA➢O S BRIDLE CIXISiRVCM W'. A. UNLESS OMFRMSE NOTER, GRdBA TO VEST OUSTING E.W. AT PROPERTY LINE. ON ROWS ANSSHOWNRBY PROPOSED CONOU AND MOW ABFIIW9.1"f S µ0 WAGESS I.'ONTO DINGEMTWGERMS COMMI NFAWWT ON POND TIX1 BE ALL NAGf ORNMAE µD NOW SMUCWR6 µ0 AT ALL MOOD IY MHOS AND ROANS, B M COMBINING IS RESNN519D FR BBTMIWG µY Al. ALL C£OT .11M. PIVR3 PREPARED FOR THE 9M GGAMW MMAL gECONYEROANEWS ARE NOT NNVS5OIN WIDARATW OF ME BRIVF➢1AYANG9, A. WORST BLTWOOLANIGH I, CRUMPLETER. PLAULDIR HS I". ED WE GW OR'. WnllN ME SPENT AND THESE DRAWNG5 SHALL BE SEPRIO 10 WOMEN INTER NNATER'S UIMIE IATAN\E ENONEER ASNUNES PA GEBI£SM"SIBBCAL IUCMEPCORRECTNESS. NMPLEIENESS, OR ACCOUNTS CE T SORE E .1 BE N.A . CF ALL M6 SE%NHICH CEP1 MOSS ARE WERSTATED IN BE SAID OR REOCANS, BEEWN WNSTRUCION CONTRACTOR $ME REV AN TIE 91E BIN WE OYMER. AT T45 THE, AN Y eA. MY DE SAVED 51WL BE STOOD BUT AND FAZED. MESS TESTS ULL ROTIm FRW DµAC& B 1"E EGNTUMY FABRICATED STARE IS BINDWEED.E WALL PRESENTLY BOBBY WSVPEPISNG [NCWEEfl IF A ME SONTRACTOR STAM RISTAL-L DROP CORE AND MANDLOW RAMPS AT AM B. RIIER3CMWS M ME 9LO WAT WON IE ROOPM. RAYTH N. BIDE. ..I, SIDGERSE 10, FOR HORROSTAL AID \IXSAL CIEARµCES BEMIDI STORK GLEN AM WADS S ufR p`µ. SEE WATER TOSS M THIS WEST AND REP SEPARATION TABLE TO H,11. AL PUBLIC STORM PIPE MATERIALS WORT BE RENFMCET CO GOE E PIPE (UM) W C-76 CLAWS III, UNLESS VOLTAGE SPE6Rm. URGING MILES ARE gMDDm. 2 NL PRIVATE SMARM PPE MATERIALS DINE BE AS MELON , 121. DIAMETERS LESS MAN I MILAN DO T2-WCH SHALL BE HIGH 11d9tt PO.YENOTENC(HIDE) FIDE 1. MORETTI GREATER Mµ OR EOUI N 15-WCH SNALL 6E MOR PERl.RLE PMIPRMVNHE (HP) PIPE MO.IF W ..A .. ALL MIT I. BE 3B-RES FROM TOP CF IF N M P O GRADE. W. OI ..Ip... 14. ALL STORM MIEN UNIONS NO INTEL WEDDINGS WALL BE PRECAST IMMUNE, 1S WE N ....11 USE .1. IT. A HNWDM 20 BAT I... EF o PSI. 10. 1-NCH BEEP ALL D W WANTS WALL ED SNOTED SO ME WE MAN ADD CONTRACTOR JONTSEASYS FMT AMA4 EYPANSION".NMMAW EVERY W-GESE NUWV H) OP .... SUE. GRAIN DES SHALL OE 2.WF AND UN SDERAM BARRELS TYPES SHALL BE SLEW EXCEPT AT AR MONADS NALHUN RAMP AMPS SHAY BE TAN, R RL CROWD MOT EYES IF SET FENCE IN YhLL ANYIA AS M1 CSMUCTWIFILR C INMIII OII WARES MAT IS DEEAM NFONES D ICE_ ARC. iS. AL TEST REPORTS GENERATED BY A TENWO MM RE TO HAVE NPI6 DEBT FROMTIY TO ME LTA_ AGENCY AS AND AS THEY RE NEWS AW LIEMR¢ E LOCAL AGENCY SHALL BE RICO. IN. TO P... 11. THE BASEWUFIS SHALL HAL BE 0N5TGUCim HBO AFMN S3BGRAOE LMSIRULOWN MAY RFFIN CIMPOE Al. REQUIRED NEWHARD TEST REIGM, NAVE BEE" SUBNTNB N AND ALMOST. BY ME LOCAL ACAICYS fI... 2O ME MO. BARD TWEE W1 BE WOOD WINDT DELAY. HOMES. iqW HUVY NAMED. AND CMTNUOUNY DAWLANm FREE OF EXURBS UHL THE MEADOW SUPfAtE IS APPLIES. ALL FAD AREAS SMALL BE CUT OUL µ0 RVULm PWOq N APPLYING MAKING 9NPEACE. 0.SSNBNT ACCEPTABLE WING THE MANOR SURFACE SMALL BE APPLIED NO ..IN MAN CENTER (1) DAYS ND NB 1. VAN SOFT (3D) DAYS A. E CCRPWETOIL 22 AL CONCRETE PPE .TENTS SHALL BE MARTIN IN BRIGHT FABLI 23 ROADWAY MMNIG STRONG, SINS NO OTHER MAMC CITCL DEVICES SMALL BE N AWNINGS, WM THE IMAINT ON WILIN THIN WxM0. DEICES FPWEN WNS PS WALMEN BW .1 "VAYVY(ESORO)EAN NEWS& HALFWAY Y ADMINISTRATOR AS MILL AN NOT AID WENT AGENT STANDARDS AM EOEGMMS. N. gCBORUUTWYO1 PAWNS AND BRNISBN AN BI INALL BE ED N.I l THIROVENALM, IIBR NO RVPL 2R, FARMMERS FIELD NO E WALL, BE .1MUflm WE A TO LE OE RNAMEMT LOMAZG. PON.SECRET AND SEATS SHALL BE SOLOED N ON (2) ENT, BELOW WEHADV WATER LAN BOWL) IN ME CASE GET Fly IBM. IRIS IS ETIA E SIIDO AIN .,I. MUSS OMfRMY W1.11,. 21, MOMENT ARMINSI ..MITI TO STEEL EGISTRARAWATEER MM H- AL TOWNS, 6 W MAT 1 SOWI 20. RE MACTON SILL NOT CONTACT, STABINE OR CONSTRUCT BAY CWRS MEN N .1 IT 1. PELLOWN µO HIMA MM SNEWER OPUR LBE NTIO S0YS ACEMINLE TO WRMISM, MCRIBIG, 20, TOO BONDS WALL BE IMPOST INURE DRAWS AND DRAIN BASIS R APPRONIM LAAECIINSWDRUMTIT DART MAT . I RATES SHALL Or PR.W µM IN N.HTJUMPEDN AHEAD 3O AL ME LITERARY LOSATONS SHALL BE MRXm MY DENIM BLUE REACTIVE PASEVNT BARRELS IN ME CN1Lp OF ME HATEST TRANS. LULL 31 NI.. LRCIMDNNAL SI. 1 CF CRF SHALL BE A 1. LITERS ENDMIU MARKS, 32 FORMED REW EEVAION N LGRI MLY I DATA ROT£ BESCN FW,GW MADE AT E W ONE PNWEER BE FILINGS TALENT LIMITS NT TITS N WERE MUT31 CRMACTOR SMALL WHOW All MUCK DEEMS IN CONNRVCMI AREAS ANN MEALS TO BE III SE MEOROWICAL INDOOR. 34. DRAINAGE MINISTER SER µB INLET (NOT NN0.UOIHG COIMM, ETllG M6 IN E PIANO PALE IDMIRLD BY 11E ICY. CIMACiOR SHAM PRINCE DUTCII ..CU ANTE, 1. µD ME 'X BY 0' SIMMONS Ill.% SAM AS SHM MAW DOCTORS5 SLAM BE MARTIN M1IED FEARIY NAW DAINTINESS MEN IATI 35, CONTRACTOR SHALL NASNE AND PROTECT ALL ND WAU, BOSTON ND BULLMTNEF RN SOPES CF THE RIMPALL WAFTER BAR µNO ON NAWE NAMU EO AND TEPID BY CALM. SANITARY SEWER 1. RWF DIMONEATUR SPIKE MATOIld WAON Sroqu TER CUAWINVIA IT E S KINNEY SENOR ARE PA..,., 2 WANLY SENOR PIPE DIAL BE LEWIS PVC A4I SHALL MEET AIM NANA, UNLESS On1EANlSE MSTAGRED. S AM dp WMIIµ OLAIFGE Ui"WEALS 91ALL IE 6-INCH OINSTA PVC µ0 ADAM A. ALL SANITARY $EWER PIPE GRALL BE CAUSED GREEN, S 1 ALL INSTANT AWN INDICTEDITERS EDT ALL HAd W A WNNUM DIAUEEM I IWIMEe ROCS I OVE DPWLN CR OWN ALL PIPE SHALL BE 38-IIICIIFS WAS 10P CF PIPE 10 E HIM ROME. UNLESS DMCRNISE U.S. HORIZONTAL MID WATGL IXEARANCEN BEI . SAMTRY MASS VANS/ LATINALS NO TO SEPARATOR ISH .. US MULTY PUILE WATER NOTES Ell MIS MEET ME WERE SOL ORT IMPORTER LGI S Nd1ITY BE ESCROLL"BOGY LINES, THE FIMCCENTS RAGO R SHALL DII LISTINGS TIRMS, WE NA PfE AND Ex1r CF 1Ms SIMMONSxATLGIAL PREPARE IN ENTW µD INSEAM ME BEAR NNE W pCCRDANCE NM ASM D-2321. li WU. BE ME %NIRpC.1 S RESPWSBWtt 70 HOOT THE NORMAL OF THEY REARTM31£ NgIE11 9. THE MANNACNR SHILL BE "-OFF- W PdfRR NEEMAION OR IXPLIRATDS CST, B.C.IS APPELLANT, RELMATON SHALL IS, IS OR LALRS NEW DAY PEfl IIICH OF DIMINO PER MILE OF MON., R ME WUPUSN RUESVN➢R FR SO IFNWHO CF HAS. ME CONTRACTOR SHALL 1N£f ALL REBUR MM". CODES NO ONSCI D, LF ME FASIEWAIFR MMINISSCN WHMM IED PROMMIS VACED ARAWCAROI PRpR NO M STRVD'Ol µ0 LESTIG US NAWd, NPoRHEAD M STORES, INC, STALL BE NOTPm A IMPAIJ CF 11 (5) EUL EggTW p RAW INCH TO CO TLEGRYN AM NEERG. OF ME'NUMMY SEMR, PNAN, R E)-629-S WB. 11. DP CONIONTAR WALL SIPPLY.INPI£IE'AS BUILD III ."S RfUR. TO DUVETS, T. EIEVATMS LOCATOR OF Nµ HOES AND TENONS O PIPE IFRAS SHALL BE LIMA MCM 'HE COMET NE OF ME BENHAM p AN ALMS TO THE NFORN I O ER TWO BE SNBMIISD OM SHESSUM UMN ,I.WARAGD-G1 PALMS TO THE FNWNEER WTMN SOMA CONSIPVLTM. lYM (rz) MGE M CpNPTEIDN DF 12 DIVIDEND SHALL RECEIVE IEA£R CCRIEGAipX PRIG i0 PTANDESIT OF BASE .A.. 11 VNONUN AWE ON ALL CANARY SOMA GLA11 RUNS SLAM eE W ACILROARE WIN MONEY PRONOEA'S STANDARDS MD CONSMUCTR SPECINGSW AS, MWET EDIT. IT ALL Sµ1ENEY SEANCE LOCANDMI SHALL BE NRKEp BY DUMB NI 'S' INTO E CURB. 5..1 DISOWN. NTFAIS N1M 6-AAA WCH PIECE M VI,I' PUNK GAMER OFFER MEN MOT HUSA. DTARLY MARRED µS NI W IMPRESSED IN ME WTI. IT AIR PATENT VALVES GUAM BE RECULDIR AT ALL HRH MITI AIRS ME MICE MAW, 1E. ME GJAPPACNR IW REEPIgBLE FI POSTING MAT AN ERN SPLINTER IS NAWiAIHEO .,BE A HALT PA\LNG ABOT NAHAE/VA\E TWILLS IN PAWID AREAS. A EACH OF THESE LWANDUS ME CORTAACIR STAFF MEN A" I -INCH WER CICREIE APRON RIND ilk FMMM/N RD ENWA A MOTOR CP 4'r4' AT Nµ NOES. AD 2'e3' AT VASE LOW. TERM KIM TE LOW ION CF' ASPHALT. D5 PIPE MfMCMO WANT REPRESENT .. pISLM'CES I. MRHOE GENIWW1, IS TWITS M SANDAAY SEANCE _AWRA5 AT THEW CONNECTWI N EµliµY AIMOEN I. BE NO MORE THAN .1 (1) 1.1 MOVE E NA4MIXE INKRL. PRIOR20. i0 PAIRS, CRMACTOR WALL WDLY ME AS-BAV SARTANY EMERY PIPE A AD, ARMS MORDS SHALL BE IN ACCOTOµCE MM ME GRUIER Of F➢ I ME TO, PE1DIN5 ..A. GRI EAIA ANY T F N NNE NOT VE£BNC VMIRUM A GHAT BE RfLAYfD BY LAMALNfl 10 NEW M[ .1". STAKE flEWTER WdENi AT XO AppligNA COST. ..1.1 Lm NOES AD MAPS AONSTwT HIPAS SHAM BE EASED WITH NON-91RMAINC FIREMAN I OTHER APROPWAIE MATAIAL 1£T AND CEENT PIPES SHALL BE LOWEST 10 THE RANDOM MM A OpSTTD NWBLE WATA-nGHT CW NECION .µVIER WpTI CWNE MI METER E H"A LMAT ALLOWS DIEESA IN 4iRFN ENr GF Tk PPE MY FLATM ME WA N-PSO... LOSERS .11 OE NEW WENEWS THEKK MAME iII HA BE OWNER BY MYSELF STIFF M HIGH WALL. DEMOLITION NO TES i. ROSINS UND RED AND HANINN MOVES. UNIESE OIEATSE NDIEFl MAY BE GPPED/A. µ0 ABANOIN IN PUCE IXCEPT WMN W R. OF MININ G CAREER THICKNESS A OUNDI PIPE NOS MALL E EVCASm LI N PLACED, G' NINIRUN MATPRAROUND PIPE MANAGELOSSES AM IIAY BE TER IN PUCE FRONDED E I' .. ARE GULLED NIB RdN11MC BASm ME FlLtm NIIH cAME. G' MWMuu ROWAN NMEN NVNi. 2 SIMACNR SHALL BE BBD.CEABM OF ME CMSTDCIM GREM,RIS µI BE RESPONSIBLE FOR PROTECTING ANY MADRID FA BEIGNAED TO M GINZm IN ME OWN. CUtt 50 DIAGRAMS I 1 [ R sW W. MANDATE ALL FW NDAMUS' EMPERSTE CAB; µI US..ARAP MD SIRUCWRES ..ILO ON ME WE AT ME THE O1 BIDDIIIC FlMfN RAN ..ED., 4. EPW",SPROX516BLF (IN THEW LFARRIAAMBMATE I CARK.B.-OWAME AND DOUPAxNs AND BE Ci£ µG RNAOVAOF ALL oFULLS ND AID SNORE-GflWHp UTNtt SdNCfS GIRTHSAAi IE TU£ OF MXG UNLESS MOVED i0III OIEflWSE S INACTION IS AMIGINST FR WENniTNC µI GIEDCSNG ALL WASTE 11.1 S CISISINT MI All ALINES Al. REPIAT SS MINIMAL IMAM N IE SPECIFIC MATERIAL MODEL SPECIAL PURPOSE IX15SNCE A. ION ION BE µY OSERIEAp I IAN.MOUNI MANY ONES, PIPES ON STRUCTURES WE. ON T ¢ RATS µC WEGNED BY A RCEµOI M E AWENRE RECORDS. E LIMACiOR SHALL TINE ALL ECE4ANY PRECAITAS TO AVID DAAMl 10 SANE ME CONTRACTOR SHALL USE IXIERE CAUSED MN WORRIED Ifµ OVERHEAR NN NTSO AN N FEW AA FASTMOUC.1. NAWT ALL WIM LINUPWL NFETES. MERE'MMENTIOUGHT NO CHNL BE RESPI9BlE CITY OF OCOEE SPECIFIC 1. AS-BUR.IS B. N BE AII.. TO E tltt CO. AD NAMED IN AGGIVATERE AM SECT. 1UINS OF IE DISMENW6 STAFOAND, I.. W MEf. NO mRWR DF wvY. E CAD CRY RANT IN STATE PLANE COMMITTEES, S. AL W OMSENTS TO BE CATTALOS µ0/M W.M.L. BY ME Ott STALL BE N CASPERFAME TRIM ME III RE MVEE NGWENINV S'I HMO& µD MELALE MAE MAN APPROVAL DOES NOT INDOOR FRE I i0 THEE 3 APPROL. IN HATMMENT ING WIN N CONS n.IWE CITY OF INSIDE SSAI"4 SipNpAPMS NVSL BE Y M PUNS WALL BE IN MEMBRANES WON INVOL I. BE WE MORTAL PRE PREMNII LWOFFEA FM, 1. ZBIID SS m0 N" .A 14, MIA .11. NEPA 24. =A WHOM .A 11 2SA EDAM WATER I. AL MANIDvs AND AVWWAna1 Fumwls REFR E EE SAENWAIT Uws WEDS VATS, IMAYPDW H A 6WT VILNS DIG, 91NL R W 0¢UaA`2 WM IIXF..A SIAtaMO ELAgS Na WfiRNV . 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SdS IN IMMUNE SPNII511 AND BIIEANATIAI SHUMEM SHALL BE INANED NNWG GMAT NO ON"KING IS ALLOWN, WNTNUtt MEEK WLL BE PERFGIGm AND MUST BE MAEPTAME, 16. „i IABBLLEE MANAGE FBI PVC PASSIVE DAYS NAM BE W ACpIS S. Z. ME EMMACTM SHALL SIGNAL At HIS OWN EXPENSE ALL NECESSARY TESL PUNPINS EWPMENL WATER. WATER OWNERS. PRESSURE GAMBLE, AND ENTER LONPMNµE T. HAIFAIA D INELF REDUIgmOR FA NLL OS An AND LEAKAGE WEEKS, DMOREE R SPOOF DISTANT LOW, ACTINGARMY PEANUTS, AND ENEWOM IN BATTERY TOM, FORM MEIN, E46) MU 5 W NE CE PROPOSED TSTNC. THE CIMACON GORE HILLSPROSSCHEDSISTLm ON A MESHINGMONDAYR AN D TO AY. NODFlCASN 140 ISLAS iG ME FOR MOZ(1AIMED HGO SYSTEM PEEL STATE BE 6TABOAeoSAGE AT 150 I9. ALL REMAMEN WAI ET MPES WAIT BE III.. ISBN MATED PIPE MILITIA. MAW, AALL BE M59 5E B.I. PIPE. IF 24-WCHES i0 W-STERESEWN IS PROVIDED ADD .1 51 IF 30-MBEs TO 56-ICES OE.. IS Pfl.2. OF 1, EWAL BE OR. III ME UW.MI OF I.T. RI.IMm WAIN RELEASED WALEH IDOOAIIM SYSIENS SPEER, THE PUBLIC THAT RECWHED WAIN IS PAACSm. Q •ESPY CIVIL ENGINEERS 431 E Hora 11. Avenue N.N. R50 MMTwq PRINT 32751 (407) BR9-NMAO A Q O (D LL L0 cn 0 W O _j O Q Ay 4 z 1w DELI Um G F]I'l2K)#Y3.iidfy�A owiffilm 1. ENE Ptt CF A'.... EDITOR (ME Citt) IS ENMESH 10 ME IEPMS MUTANT, IB1.11 Or I.E., "MCHAFFER "I COAC.1111. MUINITHIP iEi MIT T SSUPIIGE W ROUGHLY HOMES UNDER CERTAIN PNCHARGANICES. WE CRT HAS NO UNNL UV.O TO 1.11 ALI CHRONIC ENTFY 1sE1F OP IROM M- PPPUCPLOT OF GN "WHE FEGsLATENG NmNOMN HITER RI IL RE cppITRLM AS 6vH PN EDISTABLE p S, MIS PROJECT STALL BE OEVELWEO BI w1E (1) HDRIB A EACH ERIC W ME REQUEST NULL STAND ON ITS OWN MM RESPECT r0 PVBUC 5MNCEs (SIP NC OnIM PEU2q lMlBlB). 6. ENCEw AS A SPECIFlCALLY TERM W MI5 PWI CClEeCU MINI Or ME PRCPMtt SHALL, BE G49s1Elli MM MEEWEMEOP(M I9IIIS OF ME btt OF BABY' BLUE Cr OPgNANGES E O0E), WHICH CWEINli. OIPPIER HBO. MC Ill OF CLYDE LINO RESTAURANT CONE (ME PAID DEVELOPMENT COMEj, MAY ME APSYMPMwi SHNL BE. 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BE .1 CAARI F WILL BE REP MAPPING 0.CIA P frAAIR+PEE➢ PRIOR M TUPNT F USA PROPERTY m BE 940T IQ V T CONTAIN Mo'E usER 9 O u AG B!s TO ATTE IS spe¢Ci Fo S DEFENDED cE ----DOODU+MGllr ncREE 11 OAT➢ _ ___ _ ASMPLY,Iw OmcIPL reDCOROs BOOR ___ PUBLIC COMPURAND, B OF NOT Ili COUNTY, RORION ENT 10. ALL LEINCEPRGAL AN AEI EY MCLUONR BUT NOE LIMITED YO (I) OEMr INIA CF TER AI MMUSENBY III RESMIL Y .s ON ME PRWMtt: QQ ASSUCAU OI INCOPPORATON NIO BYLINE OF ME TS AND SY O'MIGS' E DOCUMENTS THEM ' E ASSOCIATION, IO , l.M (IO) WPPPAIItt EONS GEEMEIIR E B glUJ OF SALE WATER MA SO ME DISTRICT (TRIMMED ME CISY, ME AR P11C M ME SF, JOHNS P RE WARP MAMA RIOR T IISTRIOi SAllAT SHALL BE PC tt FOR RENEW NIO aPPPOVAL PRIOR TO PUSTNC All OR P PWIOII OAM nII TDG PRE IAL Rrs sxde RE PRESIDENT N accogAPNFE MM ME Wm CARD F E Hr RANT 12 EATS PR HYDRANT SHALL BE PNNIFT OSHA YELLOW III COLOR A P POPE IL TROVE SHNL qE M1zEp N ME SWEET IN ME [wiE¢ OF. 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CPU TRALL BE SET LACK PLO DOOR WAR xr TRW Nrc SMEEL SUCH LET OPTIONS SHALL ALSO RE SCRRNR MM HMGE-THE SHIELDING,, SVH AS NgUPAUN CN LIGUSMVN. L EngnNG TREES EIGHT I (8') H LARGER (FULLY MAN SIDES ERRS, OR TRASH - TREES) LOCATED ALMS PROPOSED wCAIaB tt DEEPER WALLS ON ROAD ATE T-OF-WAY UNES NET BE PREMEAVEB IF AT ALL POSSIBLE ME BUFFER WALLS IBC ROADS STE BE AROUND THOSE CETREES TO INRPORAR BHANDSOMEB'J TERM INTO REDUCED HANDSOME EEMs .A AS SMSIDE,YEES z ME TERSIIl10 GRACES ON IMER EVIL t0R CONLAIIIHG PPOSCTT YENS III BE MANTANEC AS MUCH AS POSSIBLE FOR MEEMVE FORMS PRORCTEB MEEs M FOR FORS INNER UtlNlANNG PROTECTED HELD, MOM RLL BE NO SPACING CON MUTER CHSMVCRON IXI ME SAME APART AS SAPPED III THE APPROVED TEAL STRESSED PUM/ERIAL SHE PLAN, UNNL INNING PERMITS ARE INDOOR FOR MOPS LOTS/MACE. 3. REMOVAL M PERMITS PROECIF➢ PEES AM BE THIRD r0 CLEARING ROAD BIGHT -OF -WAY B REIHRH AREAS PS DEN VER IT ME FINAL SU EMR IRTSO PMM/FNAN sMOM ALL EADELING TRE ES EES NI NIwW NAL LOTSAND WASSDMLL BE CIRCUITS AT ME RISE BE SEE PUII RENEW FBI MAT Wi ON MAGI, N VIEWED TIONM OR NOT EACH TREE 11ER1 M BE BEDROOM 9. IN ORDER TO MERE MAT AS MANY ADDING MILES AS RUSSELL SILL BE HIPPIEDOM, ALL READ NH3-OF-WAO. REACHING AEA$ HCITYILL BE CAREMOM ENEW BY WE Cl PEIXi TO ATLI MILE REGENT, NO GEARING PRMIR HILL BE ISNR FOR ETV WORK OR RING cwlSWucnmN LCUL ME TERM TO BE PRESERYEO BASE BEEN CLEANLY MICRON WM MCA PECEcnpN FIRMS, 5. NO PERSONSMALL NNMTAE LAND TRUE G H ME BwOVAL HE ANY PROTECTED ERRS GFf FIRST CALL ItI1+C A Sri MGM ME WITIONS BDPM W04a ME YC OVAL OF PROTECTED TREES SHALL BE AHIISAM i0 WE PARENTS UNTIL POSSIBLE AND NO AUMMR FON RENTAL BE MARTIN W ENOVE AMR IF ME ONNM HAS PAPER r0 EAE REASONABLE BECOMES TO PRESENCE WE UNTS Ali S 6. HER PLAAL DECIDING PLAN SEE PIIESENVE ETSnNG GRADES H IIIpINWAL LOTS ME TRACTS CartnONTC PROTECTED MEN AS MUCH AS POSSIBLE. ]. ALL WOSCAE AREAS WIDE BE SCRATCH AND HAVE AN AUTOMAIC RAM CENSOR, 1. ALL CROSS ACCESS, Mil AND DRAINAGE EPSwwii SHALL 0E SPONGED 1111 r0 ON AT NE 1. OF SITING. I ARLY WHILES 10 BE PLACED MERIT ME TO 1.1(G) WORE RY ALU40 ME FRONT OF EACH LOT Mu BE PLACED -.IQ ENDING PgOIECrED MEETS TO BE PRESERVED, 3. ALL Unun£S lI4MCINO EL£CMICAL. LADLE TV Nm F LMIGNI AID DOCTORS RI EnsmN CREDITORS WIRES STAFF BE BELOW V IDEPAP I 4 ARELTS OMERmE NOTED. A ONS FRCP (s') WELLY A'S MAI EASwwr mu RE ESTEEM ALONG ALL SIDE LOT CHIPS AND SN FOOT MG) Will, WINDAGE NA ELEGANT, EASEMENT ANTRIML 10 ME MYSELF NI M-OF-WAYS. DEEPAIREM HILL DALE BE PLACED u+ THE GREGORY IF NECESSARY 10 RVN MEA INDEED PREFER PROIECTEO MEETS r0 BE THEETH 5. NE DRAINAGE AI T£NAIICE EASEYwS STALL BE FAIR ME 114 1T OF ME .1.1AGC,L ME LAND V'.. DY .. 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ALL ARURAEIX+ CF COVEREBUTS N+p RESMlCTOIIS AFFECTING ME MAI SHALL HOOPOE ME iOLLOn11+C MONSIOI S I PEARSON ALLOMNG YE CYm IQ LEVY, c E ENFORCE AREtSSFTRY PER NNTIIPNCE OF COMMON AREAS IF ME ASSOCIAT0.PPS TO DO SO OR FAILS TO ANSI A T£VLE AFmmICU 1. ADEQUATE MAINTENANCE IL MARINE ME CITY ME RIGHT, BUT NOT ME OBLGATWI, i0 POE CONSUL ARMS sHWLO ME ASSOCIAION 11 TO OD SO AFTER PRINCE GRAPHME CITY HIT ME CATCH MAT ME Citt INOMEA,ES INCH PILOT. ME Ott SRALL At ELETTLED O Pt[MBVRSFMENr ROM ME ASSOCIATION ME HALL OF GIVER TO BEQUGE ME ASSOOAnaI M LEVY ASEESSAwR FOR ME RRPOgs AF P'DO SUCH BIT EMI, III. PTONSIOIIS UN AIITNC PHI Citt ME TIWT, BUT ,BY ME IBUCA SERR, i0 MPRICARTMERAIN ME TFULDRACTO HMAC.Ml SYMEAT OF THE PROPERTY (ME YEARS) NT UT BSEvwOM l FRME ASSpOATUY. OB IlaLE E E CIA. IF (A) MRNOWN OF CONY0. OF ME MEMBERS HAS NOT OCNRRR: OR W) IF ME CORE IS BIT TEIDONSOL£ TORT AAINSPNICE M WE 'AND, I. PENSION PRONGING MAI THE ATIN HILL BE TR 1R OID LO A RESPCNSIIRE Pa+/MAwiNC EMAE NMn ACCEPTABLE TO ME CITY ITT ME PONT OF OIISOMIIXI CEO MAT 11 gSSIyyIIWI NAIVE RMONT SUCH APPROACH MEN ME CITY MAY COHTNVE TO ANp COLLECT ASSESSMENTS III IMPOSE VERE WENT RESPECT W M. EO 1R0MSCANDIRRG ME OISSOLUDER OF WE AIOCIAGCOE V. PICITHERN MAT BE ASIGOATCN IHML AT ALL TMES RE IN GOOD STANDING STILL THE LINDA SECRETARY W $TAT. N. MERELY MAI AT ME THIS OF CVRNOVCR OF CORERa IF ME ASIOCunH 10 ME MENCMx WE ERNtNN HNL DNVM 11 ME NEW.-1 OF LISTENER TIE NNRxMGE SLIM TOTS TIE ARMS ACCOMPANIED BY All RIRLORS RRLRCATON AC BY INS IS MIlCD v]NG RI ACCORDANCE NIM ALL APPROVED PLANS NID PERMITS CO ME PN r Y SUCH CHEMISTRY S EFFORT IANY CORECIS AC NEXPERT ACCUSED, DC D, MAI CFMART HCEN ALL CE IMPLIES 1. TY REERNND SUCH CCMECn\E AIMED AT WE 1111MNIYS EXPM5E AND TO POST A CASH BDNT SM ME ASSOtlATUN FUR TIE ESIMANW COSTS OF MUCH CHRECTVE ARTSrv. N P OVISION MAT NO PNWERTI BIT. BY ME OILY H ANY OUTER GOVFRNMwEAt THEY SMALL BC M6C CC THE ASIESNwR LEER BY WE NEGOTIATED, Sit PRONs!ON MAT ANY AMPLARE r TO III PPON90N AREm0+0 BE .1 ER THIN TEACHER ME CONSENT W WE CITY IN AN GREATEST SEGMENT NM MC awl. NV. ABSORPTION MAT ME MISSTATES MUST PROVED AN AINUAL CHOU NATON OF ME IIRMWARR-ITRICAMER MWIGG ITTLEM BY A REAI ED AN IENSR IRTIGATIXR ME <.,ED . ALL BE MGMTER Co ME OIY Or CACHE vmMED DEPARTMENT ALONG NIV A GOMR£DO ANNUAL MNNENPNR CHECINST AT ME SAME LUTE AN ME ...A CRlAADIll IS REMIUMm. 3. AM MACD MAY ARE TO RE OWNED AND INFECTED BY NE PSSOCIRMON STALL BE CONVE ER TO ME DESIGNERS Or ECONOMY ORS AT ME n.NE OF PTATCHO A FISCAL AROMATIC OEM IS PMRTISSOLE If ACCOMPANIED BY A ITLE INSJRANR TOPIC TO GTE ATISCRUI 1. FINAL :NG NALL OE CWBDyEATED MES REATER ME SVPPOST SERVFDEPARTMENT - STREET SYSTEMS CIRAIG A ME LK OF {REAL FIAT SUBNITEAL 2 CIE ABDUL, SECTORS ECTO S] AIL INTERNAL ROADS MEET WE SEGMENT WILL BE DEDICATED TO THE PUBIC AT ME IIME. M "AILING 'I CT+RNIE, RICO ]. It 'EMS ROADS) I..' COMP SECURITY USERS ALI Uwnr+C 1. GOMva+ MESS WITTIG CEMENT EAIm DEYROPMENT CODE SPELIG xw3 SMALL BE MSTALLLC BY ME DOM PRIM TO CEAAPCAS OF COMMITMENT AT ME OWNER'S NTPMAE IF UPGRADED SMFS.r UNFITS ARE RISTALLEO, ME OWNER AND MENULL BE WVQGM r0 EXAMPLE ANTED EXECUTE A CITY Or OCOEE (PARENT AM NORTHERNERS NEGOTIATED G➢MENCNY FOR UPGRADED SMEEL THEME NUM ME OMIER MD ME ASSOCIATION AENN AES+PY92M FOR CREEPING COSTS FOR ME DCRNMCE PETGEERY STANDARD STREET LIGHTS AND START LUMA3 D 'INIFNT0.'IPLLYEULLETUW 5. ME OWNER TEAM CDRSMVCY APPAOPWAS CLUBS CUTS TO MAI EMJAMUi OF ASPS AT ALL PmNR-UP-WAY ENTMM000R5 (RED OFFER AREAS AS PRIONFpv MUMIN D) III MGM i0 ACERVALOOPCE ACCESS TO SECEW RTAT MY STREETS FM PERSONS MID ARE IN AMIDSHIPS ARTS OTTER PRSAGGS RAW AGE PHYSICALLY HALLENCC➢. SOEWNR5 ALI EACH SALES LOU OR TRACT HALL BE CONSMESM AT THE TIME F DEVELOPMENT OF ME LOT M rR ARE CONSTRUCTED PY COHER s AT RATPUN LECATHES, ME SRAPPEN Amu BEFRIENDLYTO MB TURN AND ME APPROPRIATE HASPS NULL FEES BE CIX SMVCND. 9AWALLO AWACENT M GREEN ATTEM SNNL BE CONSTRUCTED AT THE TIME OF PMNNIENT CrnREFUNDING OF POJACErIT COMPOST AREAS ALL. MERGERS PONDS CALL BE UNHAPPY SHUT MAXIMUM 1:1 ITS SLOPES INTO ME SONST 2 BE OEVROPENr HE MS PROJECT ALL irlL PNATE ME GFAANAVM NEEDS OF PLL C,.D ROA05 MMIT ME ".CO. ].ALL ED MING CAMARA RW ALL RQUESSIXI AREAS SMALL BE r FR MET (IT) FEET M. ME FOE CF ME BM%. ♦. RUES' OEM.. SPEOFlCPLLY PROVCED FM. MOPTIONS All PIPES Rn£S, NROME REMEMBER ARM ELETEMN POINTS. WELL BE DMMM, MERPILL ALTO MAINYNI.FD BY BE SYMBIOTIC 5. IIOPMMSTAIMDIIIG ME CONVEYANCE IF ME PEIENngY MADE TO ME MODERATED VESSEL US ME CGRMARY CENTERS IN WEST CONDITIONS OF APPROVAL MEONIit OWNER SMALL NR PESPONSBLE FOR ME MAINTENANCE OF ME SNMS INCLUDING ALL RETENTION WERTESS. WI SVH S F A5: I. C TEAT SUMS FOR ENE PPIJ ISSUED IS Y HOW ADD AND APPROPRIATE CMnELIGONcODSOVEM EIS SOEB IrvOMn E On A R ME sN Hn: II. ME ETENnM PI. WHINED r0 BE CONVERp110 ME ASSCCIABIII NAVE IN FACT BIER COIMVEIO i0 ME ENATER ICH WE III. ME REDUCTION ADD IS 0 GNDECE AI ME IAAINRNNCE B FEE RECORDS BEEN OF ME SMYMB D A IAMEN BYT TEMPI REINRm er ME TRANSNO ERNE DEw EASTRNTE AD ACCRRO BY STAG A IS EY HAS BEEN P0OTHE An COPY OF ME DRIERS PROPOSED MMITFJIPNC£ PLAN BUT RESPECT TO ME SNNY ANp V.GRE DEC HAS BRIM PRONGED NtM A WRITTENTATH STATEMENT SAMURAI FN MI BE AN WHEN HN TO MEIDB SA DTHAI OF ME ON TO PROPOSE SIBLEYU PUN NIM 11 PIEL OF TO ME R, AND HEFT ME PSSWIPnpu IS RESPONSIBLE FOR BE AABEXANCE OF WE a. ALL 'AEGEALKS AREA ILL ROADS, AS MCLUwrvc wMr FURIES, NPUE PAREARECEPTOR FORM RM 5 MARC ALL ROADS PI CT A BEC MPLE AROUND M LEWIS AND ANY uR ENSIGN MALL HALL BE COMPLETED PRIOR TO ISSVAICE OFWE CRTIFlCAE OF COIApIEnON FOR MOPE COPPESPONpT,YG CHARTER 5 N / PLAIij I. PLL FORMED FLOOR NEARESEN MLL GCER ME NOW -YEAR RWO PLAIN BY A MINIMUM HE HEN DID) ANT/CS GTE IOC YR RICO CVEIP IM THE STELRAAER AALEME H SYSTEM BY PENT EN DEEP 2 LEE OWNER STALL COMPLY MET ALL NIR CF TIE PLY AND OVER CONEBIIMERMAL MILES NIM JURISDICTION TO CONTACT WE WMADJA BEING PRMMVR AND TO Pnl ANY pRUFFEE ACE, BEGEROA, OR OWED C«SMUCnNG BELOW WE NANRAL ACTUAL LIIIfE FORMER, V E RALLY ME MANUAL n£nNMO CITES SHALL OE PULSED OFF (AND DEPT RNCE5 MALL BE NsaLIET) EVENT COxSMACION ACnVInR IMMEDIATELY MJACENY TO ME N£MNDS. IN TREES TO NIMSBY OISNPBANCES OF ME SYMONIDS MASS cmamucB.I. 3. NEIUNO IRS EMIND Sri WREN IMPACT FOR ME PPOPMTY IS LECVUEO BY PURSUE Am ME ROMPS TEPARTMEST Or wNROVENNL CA ECOON. GENERAL OR uJDPIFUAL PERIOD ME HEWIRR TRW WERE MOTORS PRIM M CLNMw M Nl R E ON 6 AT VE RREALEW AT OF SVBMI1 RIC TY.OF O REST TT MAP ANYTHE sURIN9IXl PLAN HE SMALL L PUN ME PHOPEHIA ME OnNM Ru T A T D SU PPR A GM TEE .ON ME 9EPrm ESTABLISH iSPAGU A CNME O FIVE Y AL O R uNON MAT LINE. DENSITIES AN n1E RESVLTS M WIAf A CDIISERVME USABLE ADD DRAINAGE AGE OTH r UCED SIT CH AD VkUM NGAAM DOWN+ MEA V E IT MME CA OF PSING Mu M REDUCED eY RIB TO A M Au OF REPENIT ENT OF G BY MEP PROPONnON AT COP aF ME TIME OF ILL IS RESR Tr AM POanW PROPER UP IF P CITY ME PI ALE EASAGfrli Is REWIRE, M SNAllf COXVEY i0 W CITY Ar:O S CON IF EASENBEi, ME FORM OF EH WHICH SEPtt BE MPgOVED BYWEOtt PRIOR i0 111E CO.YVEYALIC£. lLEMN 8 HE. GI-- iSA3li�lt3 li I. I. P t. ME APPUCAIII REQUEST A OPENER FROM HERNIAE FDA YI MAGAIN AVFAIATC PRE FUAINRIER SDEMS 3, OPEC SPACE WHINER TORIHOME UNITS NCr PART OF All INOINOUAL LOT, SHALL BE DN M ANN CLAINTAGEO BY M A 3, EWEPPDZY TRI C' TILL MESSY SEE M- CH ME LO DECOM MENNT CODE AEGAp INN Ell11-FARLY MOMS NEXT STANDATER 4. SWEET MESS SHALL BE FRONDED BY ME SUPPER AT A RATE OF AM (I) TREE PER TOAMOME NIN PRIOR i0 FROWNEACE OF OCWPANCY FOP FAH DVILLING, 5, ALL REGURAND, OF COYCJIAGES AND P YGRBCFCNS AFRTRG ME PRECOME COMAQ RE "I P NERMY STALL INCLUDE ME PRELCYNO MUSPRONS I. PEPPERED PPONOING MAT SHORN TEAM ABLiALS NORMAL TTUI LESS MAN AX (6) oNMs) SNAIL BE PRmumreD MY MRSO FIG MAT MILE COMMON MAY BE ENHANCED ME BEY.N.PGRACERN WOUST1G MAT GARAGES U T BE CORR FOP CANTON PS AID MAT PARKING Wu EO BE PRCILBPFIT ME PRrvATE SWISS. ASSAY w LESCNATEI OE' SMEC1 BER IIN SPACES. 111, RONSON PROMBTERS RV ANO BOAT PNixRN RMN ME S. ENDORSED R AGRCTG MAT IF MAST CANS ME LOAD ATPRIMARY UNITS, TREY SHALL BE OWNER IF ME ADAGE OUT It BEY ARE WHEN NOTTERE ME CANADA THEY SHALL E GREATER LEA NEW TOM A GGETER VE PENCE ANDWOR VJ. KS lfI C. V, PECALSON FLUMP RO A sx FONT St ) Pwvdm LET wl ALL MADE (3) SAM CF ADDY FEET ITT AN ACCRANY STRUCTURE. PM FLOWN HALF OF III LAND SOCLOPMERT OF ,OR CN DENTIN UMIEATENS IXI ME SEE NID PLACEMENT OF ACCESSORY STRVCNPES CAR PRIVACY FENCES W CERTAIN PROM YMES, N EN90N REQUIRING ALL UUM MM FIBERS TO NAVE A GATT wMMCE ALONG ME REAR LOT UXE. PUT PRESENT PERELLIGH3 MAT MASH PP(UP SILL HE COLUMBIA FOR [CAW IMPARTIAL MUT AND QUIT NO FORREPRS SHALL BE unuzso FOR Il l OIT EA IS BRB�3BN PRONOIIIC MAY ENOIHOV O EXN OF TIRINOUN AR SHAM OE WHOLLY ANO EXCWSVfLY BERMANM1111, CA EV BE REPAIR EECESSAM1 FOR ME THEMBO ORI IN1we ICE, R LOCAMETER. D O BEDUCEAEEu T, .1THEORIESM GUI OF DE Or WE OME TO ME BASE OF CLUBWALLMEON TLOT THE MENR REARRECTICE FitTOSOHISNM ME ANGAINY 5£COLOR W YST,OE. PUT NOT WE LOGIN IQ. ALL FIGS. TMALBYI oMIT cF MF RY WANT 1,MGA xBBM ME PoOR ANY I sHI EA ASmanpMru sore M CITY ry MM TRIP PARTY THALL FROM ANY EM III SIPR ASEANTOYS, MNxmwme. 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NATURALLY CONFIRMED AREAD, ART PLACES FM PROMOTE CMNECnO TS. GR YPTED OPEN SPAEXCLUDES TR EO MmES NN18 LOTS, STREET HOF WAY•WARNING LOSS LPOMNOH SURFACES AND ACTIVE REPORTING AREAS INCLUDING CIXF CWRYS ALL NERTVA PLEA SPACE AREAS SMALL BE RESALE➢ TO PRO MIN USE OF BETWEEN AND MH JCAL REDUCTIONS. BUT MAY PETERS METEANICAL METHODS FOR RHTINE MAmrwMUE ROLE 91-5.ODY,84), F.P.C. [NIXIVP PARKWAY AND PRORCIOY ACT (AHEAD Of. APACE). 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TL,PTED.'m11EFAF1.. tom WITER AN CATAGGED AIDS, BE AR NO ORE I IT. FOR SUNDIAL SO .—IN PADT.S IIEDIF ID9 CONCRETE WA41WT AREA DETAIL N,T.S. _Dl� EN PRANCE ELEVATION UM[D EMITTING ON STEP SLOPES OR AT CURVES ON PUBLIC reogps. 2. REDUCE ALL VEGETATION AND OTHER UNSUITABLE MATERIAL FROM WE FOUNDATION AREA, GRADE, PRO CRO{4N FOR POSITIVE DRAINAGE. 3. AGGREGATE SIZE 5HALL BE III ACCORDANCE Sun NATONAL SIGNS ASSOCIATION R-2 (1.5 -3.5' STDNE). A. GRAVEL PAD 5HALL HAVE A MISMUM THICKNESS OF 6'. 5, PAD WORD 5HALL BE EQUAL FULL WDIN AT ALL POINTS OF VEHICULAR EGRESS, BUT NO LE55 THAN 20. 6. A DIVERSION RIDGE SHWLD BE CONSTRUCTEO WHEN GRADE TOWARD PAVED AREA IS GREATER MAN SAL 7. INSTALL PIPE UNDER THE ENRANCE IF NEEDED TO MAINTAIN DRAINAGE IT O LF. DITCHES. B. OPEDRAT WINTO A IS REQUIEM, IT SHOULD DE DONE ON AN AREA STApILIZED WITH FACE PURSUE SUNf THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR NBASIN (DIVERT ALL SURFACE RUNOFF AND DMNAGEASHRAC FROIA THEAR ENTRANCE ER A SEDIMENTREWIRED CONTROL DEVICE). 9. NECESSARY, AND/OR THE WASHERS MAY IS REY ANY DEPENDING ON SCALE LINES CIRCUMSTANCE IF WITIVEgMU WASHRACK OE9GN MAY CONSIST OF ANT MATERIAL 511IiA61£ FOR TRUCK ffiAFFlC THAT RAINT I MUD AND DIRT. IV MAINTAIN AREA IN A BAT YRE UIRET P TRACKING AND/OR FLOW OF MUD ONTO PUBLIC R:6MS-OF-WAYS. 415 MAREQUIRE rOP DRESSING, REPAIR AND/OR CLEANOVi OF ANY MEASURES USED i0 TRAP SF:OR.IENL I06 SDI, CRACKING PREVENTION DEVICE i S. F01'LINE OF BEE Is 111E FRIEND BE ITS OUTER BRANCHES �v�NX ELPLY `' I GOOD eRALYRa oe ,1A,1`E r MCw FENauc ARclel Dw.LED NAIL nONb Breaallc TO IIOW STAKES RAi Ra MESH ON FACT, ARE, 1'1000 BRACING HT. fi "AD WOOD STAKE 2" X 4' WOOL STAKES (TYP.) ID' INTO GROUND, 5.0' ON CENTER ZIP LEE o�4 FASTED AME. 1, PE PROIECPON MVST MFTI BUT PEOUWEMGI3 OF SEHINOIE CWN1Y ,PC CNLPIEP 60 - SECTION AT, 2. .11 STRAFNA TS COS IONPPEYeLTCIABLIGPISAPOL OF THEN PLACED All ,UK. DITATIIS STUDIDIOT III UCTrEET AT ANY RWO .11 . CIA 9E IAEC R➢ J GARNERS nFALL CPYBIT W PPOIECTPI ADDRIE I.Ol tti0 (I) ES SY TOUR (1) 111.11 OP UPLTA ELPNIEO I'I BUTECRUF OPM NO BE STABLE 'A!M AT LEAST FORD SIGBT OF PAST NSRIE AOOYE ITT SIGISD. COSTS CHILL BE PLACES I10 CLOSER THAN LITE (5) FEEL E TOOK UNLESS Pa0PO5ID PAwm CONSTRUcnON Mu NOTPTnwrtDOS. DEALT BE Ito NPmER COAL s%(A)r TO RECE 6 Ra PE O SHALL BE LIKED TOGETHER Ant ORANCEPGLRPOP'1LWE NET FENCE MATTI OF REPOSE) CRISIS ADDEND TREES TO REIAA�N SNAIL BE MADUFAINED 10 YATUR FOUR (A) IIrCHES OF THE EXTENDS DRADE s' AND ACTIMAL PUNTN ROOTS "As OFFICES BY FOCCAL Fi LARTlcTER PRODUCTIVEA9ARRIONE ENALL OSMCOa Of RACE AND INTACT wl7L IN. FBIFA D FA UGIBI lE AND E WNIGINr IS Z ATE oV OT 0FICTINO MATESCALS SUCH AS MACHINERY AD TEMPgURY COL WALL BE PLACED WILD TILE PRESEW EARNER ZONES. BEFFER T HAD BE LA ED AT TIE TREE CANOPY NNE. EXCEPT ADJACENYREUI 11 A, SHE NABLE OFETIE�CAIRIOPY CISrNLCEEAND Of OIEASIDE CITY. MAY BE IDS TREE PROTECTION FENCING ITS tGRE ' lxv olva,e. eetlRX'aq Vv=Lem BALES BACKED BY FENCE NO - PLAIN, e s1.L.m It", IT aae r N.n Il_A aw S,AGg E1,- IS a 1 tN,.. m 1, a, ., mw ee aoac<a m mmmma B.BARRIER =FORae PAVED DITCH Crushed aggregate greater than 75 mm Corrugated steel panels (3 in) but smaller than 150 mm (6 in) Filter fabric Original grade \\ 0�O o eb 6()i ° 00 \\ /o \ 300 mm (12 In) in, unless otherwise specified by a soils engineer Y Prn+ y 1 50' m oulva (Th I Ems A, CIA -z •T m HAM CCAN A�A 11111 TI All T.1LmETPLATE e.... T. \ Biwa . I— Pu B..< 9 . FAA, 1. m.L s`A'�. a t, Da.. LIM A' IF GROA' —VI- YLVAIR A.' ATHERM On. „O .oe w sme =iA, mm �.., A'. D.w..ma , AT At" In V_fO Des o, W, sP.,a..a SP,cm.al.,.. TmAc m e. La,.am `=tA AIFA B. uv,le w,.v..a.a u e d. w:P,.I ace"vaI ea. PLAN PLAT( K �.:.Ed.,�m as A, cP II— B I— ELEVATIONKNE A - z . z . c sw., AT, GRAFT, Be.,�V2 n z. z . a DEA1, v„ em EON Pevrtauw as WRY D. sNm, ..L�d.S°.'ueD 1N.,11., T, r.,_ HIT toIA N. TYPE z TYPE r BARRIER FOR UNPAVED DITCHES BARRIERS FOR FILL SLOPES 10) SY iMC BALED BARRIERS AND SILT FENCES N.,S. SECTION A —A NOT TO SCALE Crushed aggregate greater than 75 mm �(3 in) but smaller than 150 mm (6 in) Filler fabric Original grade 300 mm (12 in) Min, unless otherwise specified by a soils engineer SECTION B—B NTS 10] WASHRACK DETAIL It 'TO bPom. Cvf 6 Wfl, N Fk O 251Ao-,e IT. -- __ PARTAL INLET COMPLETED INLET TYPE-V INLETS PROTECTION AROUND INLETS OR SIMILAR STRUCTURES -11 (Po v5.4 r Po-.-D Pvabm� 6 mL,e n zc T....a ..) II M. ) I AND Ro. w==) ELEVATOR SECTOR I. L TYPE III SILT FENCE ==m =, F..m=^SILT FENCE APPLICATIONS N a oc vnc "Iil�ie Et , nvs. a 4 M E CIVIL ENGINEERS 431 F. Ha,aHla Avenue Suite 26V rralaT,w, FToneo 3zTsl ( m) Bzs-avB z (0 Q L0 IL 0 0 W CE 0- 0 IF Q J Z W O Cn M (my I LE W IL +00000� CENTER Or HRUNCATEO DOME SURIAOE 6RADIUS Y p0 -g'- `3. 5' CONCRETE SIOEWPIX '..'. P 55 ' 1, flERECECNS N0YN20 Qp p y5' p(p BK%(AWM �• XMATCH CURB RGmDRICALLT BID A i6' BIOHIM1p flEFiECiMIIIO H[0 PN1a 24' .7 THERM.- wR IETIws TRUNCATED f 6 P1ASPc STOP BAR ! ' ' ' ' ' ' ' ' ' DOMES o NM.PROVIDE WIVE"SETBACK FROM CURB FACE gEDGGE OF DETECTABLE owe¢ reaow WARNINGINSTALIATIONTO (.RR NORADIVG OF CURB. 3za END OF ROADWAY MARKERS OR "HO) PER HOT. RLR R1-p R1 HLH N.T.S. 923 FIRE LANE STRIPING HERB., ME na, STD, Eafl26.B.'Wsl... N.T.S. R.11 ANP6 RUNS SHALL HAVE A TACRE WRFACE RAVP V RHHRS PO.XYNNC WHCDUR NA5 §HALL HAVE A TMTtE SMEACE M' MLE eVoRU c TIE VFN11..1 TACTILE 9JREALES 41H1 BE GGWRHCTEo AS ARDRS CX OETA6 10 .1.. vz_ STOP SIGN, BAR AND CROSSWALK �. - Ig' Some Slope As - N.T.S. Adjacent Pavement - '� - ar,R 9 - Joint rc„DIT .. R'D1-11 Plsw Seal t ry F1�1-1.1. 1 '%K a' R ,. ^� R j . F3 COSC. Pav't. a R H secnau..ED �zr Exp. Joint And J rvrn narJ y °°v• / n Preformed Joint Filler vWn-1 Amy CETeaCRERR,ICrvRR ° w,u. u'A 3cOF F. D.O. T. TYPE R CURB A e�rvR""'•"^^°""^, EOGEDErv�E — cvRa -�- 3ooA F.D.O, T. TYPE A CURB z 1Oj- c lE�. .ovnrv-il",,;,,,veaP ELEVATION N.T.S. CURBRADIUSLETAIL TRUNCATED ROME N.T.S. ::. 2 NL A LaW,I> a a i" TD TRUNCATED DOME DETAIL DETECTABLE vm, T. S•. WARNING pErgll PLAN SEEMED cc ur amp wr a ec a e �alnings aoov VALLEY GUTTER DETAIL irvoaed<`""' mH - vvoIS V OR PER UN ' THCR ,WLR 6 Ewcn OO .oy, ' -A1,6 `' slave m m 1E Hm'cRE2 u%Ai 1WC �. mL P 0^h �6�MNltl. NO40 . NL91 C 1 . PEBMS G[TE XNI( j wvTaacx iiPulsoxA,nur nnAT Pa, Tvi L CWPACIEO 9JRC01)-EI O]NHRACRW SYDR AL Al 30'OC. VN. qO QQ..0 fWAHAIXJ JtlJ1i PALRp SVB4R.NE NI91 !/A41VLl 904 CONC WALK & CURB 9m CONCRETE WALK °,''�P`P,.^T.,;i �'wVHNa'„".Aw�°a n„'✓m° ' N.T.S. - N.T.S. 3ooM MIAMI CURB N.T.S. rn<r 15 EW 1'fli �- E PARKING BY 'B sal swc DISABLED mJ PERMIT ONLY 72 .ra a1 �100 FINE nuu rysw vRrr .• 1 %. 6T..M _ :... X�BAA�BRRJ� �'sciu`H iei rER 4 � NOTC' llQIE: Dr WCAP SIRN DREG 1. Nclsseum. Al x AcswouxE nm 1K ,.�u nWwrnxnsHrc oxE ra wwra 1'manae arrvmAVY`.. Ir-own �l �`I r� eeml n,owos' r..- �SYNLRI A ] YLTpX � r9n41 V v 9WL INK PIIlEC1 Ar lsxT aK,m�le lmmE`rvm tuMuwmwT+Bmwaw wuss xuA wssaz AlmamacwAal au vawow ems nas Aro REaxrsH mxx mE Rrinrc ra qu �� ,..... <. S.... 11:' tl1 EAW1Y WtlS IRSY4 TE NIIE 1FPt4@a44 LEU1N lM RLimEA RM r .• ( i WNNL Yt5lR ttACRM4R Rol PLAN YlEY ` V, p wm °Emassvoln`i.Ers�P.wo BX4mwAmla % S�W10M IXµt�RPiOAACR4RNY aoa RAMPS FOR PEDESTRIAN TRAFFIC 6XElJTfi 919WlS1ARAS WNB _mAa� AmE wu wT osTL 6M R-0T FJMLAY MJ IPYfIL � !i.— � I ) - _m w u�uu N.T.S. .,.° ,..-, umHs wvw. ,(VRD, PO POV v(:iD ' aTa HANDICAP RAMP AND PARKING STALL DETAIL 9otivALR CURB RAAPS chO, CR£, CRF 6 c?G - N.T.S. Er aHR G` P�� SfNIOARD PLAN$ OCTH-ARI.0 -ARYIM.R ASCU SCE. -ALE CIS. RA,1HG ,.°r.B rv,r szabaore 4 CIVIL ENGINEERS RAI F. E.-H. Avanue SHR. BID Ma10O1A Fl SEIBI (40/) 629-Hom w oa 0 I 4�- Lun 4 Q 5�a IF BE „o NWvnuT J g xPy xj'R w 2 �.In "i SLAB DESIGNS - SWARE MD ftECTANWLAft S z a.,e< 1`=A ( T s..a en T +a x ! (Au s/es C rwpc - Npxrmwro Puetut m � t LCNO 9iGRT NAY INO lPV3 WAl) rmeaw vo. ;^ .we ,z .... :.,2. w.,lw,. wv.., en..,w I 5 nnam us ... ° e,c w r. °� e61T Lae 1� 1 PA, A. flnuvenu C tuER OAG¢1N 9ie q¢VIq AA 1,P1 LIWAYmew S a,� JJdjA 3 ° n =Zxy 2 3s IQ A =e SPB TJ WALL CETNIS /OA FEII. NIEANPR p e : Ilml ) y ^§ 8a ,emu ra_ ., = a � s,T n L In ea n.nany , r em., e>. a ($ ALA 'A 1A i vn Otl Avp SVL• 9T.C^ w e•w„°. u.up i..a+wGanaspm<.we,I— wlyK I wv lua»1 wi f; ;i�:s�axn rs. mi r .�. le,., :.uem. ,.m,,e d o<u.,l,.eoa <w,�r.'a I,�,,.el>a.m•"�:rt.�, �.,b=o s.,.e.a.��,..a.a1..w,M,,.,w,, en Apt N 3 .. ,o ,.. .1 ,>.... s.�,',e :..a e. aF.,..,.��°,.♦es.�. e. .....<...!">a,. .,+,«e., e",,.m.... ,...>K♦.w sN _WAY LN WAY swflT-NAY LOAN -war sroRr-War Ib10.Wav SLAB 3AB DESIGNS SUS - RWND STRUCTURES flV NC . _ R� ...SGEDUI£ SUG ISP ANEWIE ST 91. EgAE IXPM P. 1,CNfCUI£ aE9R1 w $C10MAE OEPM GEPM SVXIEWIE RPM = Z.-. Epy Y-nl{una n( @ ne a �Y =oe. s=.-,y @ nv .'a nr ne minepett _, r p _ @ nP It Of' WALL DE9WS RECTANWLAR SMUCWR 14 P�.S o • c_ ° v ° Yle 111CAL Po]BRiPNO IXEIdITAL PGI£gilll w:.. r ' {- , -, RWPM SG6UIE [®M NIEWIE r W - _[ @ ea= , nT e ee = a e @ nY ...5___ s #J c .rT. e ,. ss' _... s c _ c z zilr-lL s - z' E @ (-P n• Imo..._ [ III -ne @nY vS nr p, py' ,V. �. .. ,_ c , 11 _ u [ It I ° [ @a-n ° re - rIi•. r - NENYWCC CmdSUF s. o,n. l....-.,. e. e,,,.w m(a 5w zoo_ STRUCTURE BOTTOMS TYPE J AND P `JN.T.S. h "Y_i NDTES (WAN MO CDvrn) z N ry l2-1 w _ - zl. nw, C.IL� f1 II LW O a." n .°IN 1 v E amp. A <u °: PBECIST CONCEIIWIC CONE HALF SECTION CAST IRON GRATES / [m'e elpa 1-LAN z-/a Om Zv`• ,, . e. LITETIpE C - NOTES (TOPS) nn,Ns^90pu�a"„A, en rme APPAL dsnlz �. TOP x£v N _ ..,w .w REINIORCEMDR PIAx "N`ie ioa�, Np�n`u laa .. tea CAST IRON as \GRATE ,ne,e . AZM r a >.wa e°.. ,,. ser n. v«.a T nA TOP NEW -�-�- 9R CF OR CONCRETE [V ql we°..°°,.. zoa,o _ e,p�l�.�l _ 1 u 1<n �Ez-I T (_� s. u<°.a<'^,°,ea c°a v wl. e, .aau° 4W° �1 6 ° 1 - w.o,.-.0pIv, IF . <I wn a z.<,. `°,e I, I ,w,wab.-......� _ IIII-� /� ff m SECT N .T r 5°ma,vel n°mnm px£cAST Ec[ENTNIc CONE TYPE C m s �ExCln a <> s£Onox wAH_ s£anoN secnoN E^•"„Ingad,, u. -I i ila °2 `° s£cnox ~ t((-"` v.— "I I. :,g 1-1 Kw'm'z1 n 11PE T-T (TiR'FIC) (N-10) TYPE 6 ama.ri•=: _ a- ' a• TYPE .., TYPE .... >yU^...I vm w1t, ro11. 1.1,1 - MANHOLES STEEL GRATE MANHOLE TOPS GENERAL NOTES �^,,11. ne , bme< i<l." W I <n ,el re I, pa,e I. F_unt. nevlaiv nmw,<°e w, b 11u 1n 111.1 ° mvis, <neS le an,<I.-„ a iwe,. Iltht, en IW NEW yr' < 'a ^ .<, tvv e'"•s°<mm,e,°,ee I-A.t sECnON 1' d i wl d TOP NEW FR , vv - _O w_ : ee s. m iv e,,.e d I. a.ew.,,.e.,.e.,. ,° mrulr.l D<. ve1 am cev u<.. COVER FOR ALL FRAMES °x sF3 e "B Or n N£GIi OF CASnIILS m< < rm ,+L sv.lmueNx uel�s uwoln AY ASvA OLK lvn� DRAINAGE STRUCTURE INVERT I ry .lade.° 6 m e 0.... - Y. WALL nIXi SECnON I. smP °.11<m°wA ICI IAI�°Ol1TT(1\I rn�<1.n1 STRUCTUREO,r BOTTOM FM INLETS TYPE C ' w ° °, s°lt,t s.I I<w1N p d .a A, -A, wee« TYPE �w� .r ROTrw vlEw zot SUPPLEMENTARY DETAILS FOR MANHOLES AND INLETS SOOM =P rc'PPW, le °re..ewe ,,.—&NI,°w.4<. o „ roe N.T.S. u m e. �. c,..w a s y CAST IRON FRAMES zazc F.D.O. T. TYPE C INLET N.T.S. Q m 0 CIVIL ENGINEERS 431 E. Harulo Avenue s° to I umm°e fie aoml Loop I r s �- X I s• TEL o I iiEDor`,M Y w-v1"iiFrt--'��,. .e...,.� r ' .re.a��. •a ,�. o..l »�..�. ss�ola 1-��%� CAST IFIXI MH laro n.l ,r,ninar^+°'�' t.n wC V BxEPE f l0' RA /BC sI1C16�OS © .wm PP � rq W �1 Sr=1 MI I QI \ W� IIlMW-NAxIhXA\'R sCMYI W urvnrn « ce DPW1rR.cS @YIO® eIJaaiB LPAHI 8Ai N0 TW61i $IEEI WTEN RE VI.tia Z- FASNN a e>. L} {• j'"On °" �L�� wE=1=4r L 1 NnNw Amn m E.. fAuvAlm lw n vnn ISM -h fAW E INp1IXi pETNL a, uluw Et .n.. w.., u...e.«. « . uwu ElEvnl%A a loco AVD a»Eum M ' R°rt6NN°H AV�KS�PN1 Il V,,n Wk tIL Dn10 C1/t]/IDID F6 T lI1RDA LLE 6 m ate+«. a..s.v a sa .y. r. 1tV 1MVM'AtXN ELfl IYFE E LV10 "Dr�c: «ILIA=,IE Y�IE E.I�I rD2 TYPICAL POND SECTION- I.m I vDva°uIX1i vl`"r,Vrs'Anm My°°e #'u - rror m sac zunxn¢As<ronRn nm mn w+slwcnEX - '»«.^-••'••�'^•«s CURB INLET TOPS TYPES 5 & 6 N.T.S. Fa o ° Im¢M4 Mw°ex B �MPPOIFD [ail Er WAIF _ 11}fiD CYFP wIEIll _— P6C NOµPdCVWE� ' IY 5Y 6o,t[Y ti NVKA=1111C � /1 A A C 8) NYLOPLAST DRAIN BASIN WITH DOME GRATE __ _ e ww IT TION 0.z�x nh� rm nx�ww � XARN BA910A Ur SECA SECnON a 'm Iz' TYPE D - x wr w 9° TYPE D aRul 1z' z VlllE .11ma m. ' e xx� Px Pnu CSI CONTROL STRUCTURE DETAIL �Dls�,t� os) ADURn Anus vAaw,s - NOi IO SJI£ (A vA9eeli uYdrlmlrs pl -xP AagFDXC 1p rolls AVAAAfiE URVIavCm (TILL VDIUF/GNe1G 1I.. 1 I II'lll IM'S/!ul aF) A[°. SA1E AS Ylt 911m) iw vn°rzc4IXl iw0.G re. (I I.R m III �D¢M gIN k ,FCC M1xtYE xf)(Yi EA[®5 Qi (1) VN6W5 M($ p Ed£1 k wnFl A°NRR Nh fH B'Y t1I0' YX. W) SXYf U' ftA i0c SEC IOtS AYI➢/AF - YY 4pT gNMWA1[p 104E 1 l44 q - EI XA4➢ Cx ANF R9xC fp¢ I 1 VAA E vXCheiiW fll.Ywti nv. (Aos xJi/rinCw WAL eW, IM/Itn9LM 6' YN Lel M' W ixnRe_�X/6W� nPw X� IFabIwNIXNI EA®5Q 9NUE n�L X-IP IP.4FN (SIX. IlX 35). EL II60-TIIV iMy 5¢ICIS m(IX apxCCARpPk PANG/fPW IrP h 1°s0 � vAi � v. luo wl,rert ne Xeunu waeu Xlus eE WuseD sm.E W orlen ,� (men urm roic Ware) cv+axPx xAmau. umXc na mmlFurxrs v Euss t IDaA Vk mYA AAsmmnwAsn _ k 9AWPL r¢'19.RlAq pxlNAq PSIS 4EW. R PAx4-_� t51R S6 x9-1140�1°S mF PIA®k 0.WICI0 WMA4Y X AQUOA� HM ASn CU I. \ \ IN IA31N4=11k11. '' �� NAa E=„axDYl� ,��YffYX��IXxAtXASY uvae6 i:Me ..:mrXlo 11�1a''� oo"u"°"s I , N 1I. lleM0K _ 1 OtWHI Oe�°SM nrt�Nmm' T®T']$( avaC e61N1tD P[P RPMI __ _ °A'fI.L-°UiPo�� -.+ NCIr R Nw'I¢AWE Hi.M'we'mIMNaWE P a _ oEx,xuvnwl q}.._vw_ii-ma�lunwn AvnmXE,mx o-u 1fDnnE:ww f,fvn11a1¢1m° rev ax wlrs wXwwa uma _ — AW BAf13LL6 XX (fEW MS SM[6 N A0.FRlk:fE Mml CfOhAYIL195 pF➢wr BY [6IlMDA 11G CARD Cl/z](Nip ECS III, 4 ftWCA LLL6N� lAo NDE1RYe£ME9i[4Y- ppI TYPICAL POND SECTION vcnvnna rwe°rcluiiu unxnfs AXM1p°vEw°ww'°an"reD.cml. IqT ro scxE 4 CIVIL ENGINEERS Hutch. Avenue SCIIE; 1Qa MCICC¢n� m 0P➢5, c< > LSD Xa)p C-903 �- is of yel ees cr ep Dra HEHs `..j rt';;�;,i•• � 1 STANDARD NOftMA1 PIPE SIKEi PIPE ` LOCATION CONTROL a'^ EL+10B0 IiI �Lddl°W pW ....I M.. NI:..DF&r w va om nv loon®I a w:w.. re e'm:nu. w....a TIE rw o: vmam ENDWALL DIMENSIONS (EXCLUSIVE OF MULTIPLE PIPE SPACING) ENDWALL POSITIONS FOR SINGLE AND MULTIPLE PIPE AND SPACING FOR MULTIPLE PIPE aro DATA AND ESTIMATED QUANTITIES FOR ONEENDWALL � �RIO u: xv n`"PEE 5 r1UrE1 si CA M3® Et +I W OfldaMn InoSHIU.vc W W O�EOYNPLEMI--------------------- CUTOFF DRAIN CROSS SECTION IN, ro SCFIE cFOEOrtCxlncuE.VouIEFJIOxnNMOPIEEOxEPx[sEJrtamE EcesEAvgipNCf _,. C/ ❑T\ Pmine lake West - Cutoff DRID 1 rz � CROSS RO SECTION -� Illll CUTOFFGRAIN CROS55ECT10N DETAIL n. JPN lE]12020 ROUND CONCRETE AND CORRUGATD MEfP1 PIPE a Fg Mea (vJ Our c 1 con x b M T k M of Nl w e c x 1 la c t i la r SlAlm c 1 MII Dti S .,y ... CORRUGATED METAL IMPS ARCN Cpe^I^9 Meo («) plm..eR.. M_ - Co., D`N °Pro. qW°. NYmeer D/ PD. Md SFev Mgle or Plpe Spu N6e .1' x p'tit ear Is ur Prp rm nu... te.m.lu o.snl�cv. zso-STRAIGHT CONCRETE ENDWALLS N.T.S. 2 iemIII= Ip0 NpRy yA,W 1L U1E �j�- 1E'DWK IM1VE�.{ Is S1, �v.. Iµ yL rry" YV IxµN. OE'1\vE ID-95sIPWNBk CWAY(E L615) O 2W ypAgpE [WPACR➢1090x RTP VM SDRvtt ttH A5M O551 MID/THY iS . s - _w—f W. Hpq IGVYPHIN ID 95x - DFN9 iFA Attu D1551 A9 N.9 W. 4 ' P[R'V.4H NEP'i (fl'dER PA\yENi 2 0.11 2 s Li a- IPYP:Ert HA4 Tim 91E4.9IDE CY ACIEO 10 9R uu pG9rt s mcnmii mp9s�1 "fl"Daroa wuwxp .. s :m Io 9u uu MS, aH a<M D H5, g5 v D m tev sD IrnEE w.E i 3 ¢xwiai ...um"v:Hs z' mD m.9 rEo. soTA TYPICAL ROADWAY SECTION NOT m s zwtN' .. D YEt,.9 IlI � �uL � rawly w wnr �II r Na\E um x Pele urE \L\L�9 Rw.-xzm B wv w 2 1 2 m �SLEXaIIt u FAL � M _ �'� MN SZO W tF WFD WA 2 2x u u 3S tIP iW SWlV SN DO M4AX IX IT PA1EYFH1 4SIFIM� p5 AW1etI LNLiq%�pNe iil s b NW9EQ x z 3.Hmwa�wE62EAeE . LIT 'm MmADiH NAME SIEIICN9N NtMNSC z 2' T .. fxil�idd �FAw9DE M. uYUDaa = sole TYPICAL ROADWAY SECTION NOT M S solo TYPICAL ROADWAY SECTION pA«assu 50D - xor To ruE pM{ � AIW El fPME P ) wKK a(ZrFW -.. _.. E MAIe 0.FB PFA IY 0.q VY e.Jv� "r x ._... ` IN SN. flH S.40i1 - 3 PW\£ IME 2 001E II� IT RVAS �Sp pNa 11L-11 11111 -`yJ x1e. M. 2x iF zx 1YP.-w IY Si�fim 9ABA4 0 WU LpiWE1E tl19Nl � "•-.,: • •�: _ IIISNE, crvAu"caAa``/ cw`i�iL°Neg 2 mLnErz PM£Vmt4 �'srna aNui DYm ��Ew. 9anSAB 9ED Y� 3 .11. As.E S T CrJHeL 6WNg 1 � ¢ Hws 2 � aNAx wp 4,1 Ln vAx° eolP EMERGENCY ACCESS SECTION ""'"_"°""""E 5 3 i�m:oE AING lx' "N"D" NOT To scut solc TYPICAL ROADWAY SECTION 90�1E/ TYPICAL ROADWAY SECTION AY NOT TO SCA3E `J NOT TO SORE WNCRETE E PDCAL PIPE We M9 Meo 0- i- (3-[rze(e (cl) pEoy ((soNumber Dimenalma G Df Plpe Md 54an Mgle Ol pipe FM Spen Num erz OI P e Elun ouble flree n Spgvc J PWw'a 'i ez az ie Ela" ssyaD aE ,.n y, rni sn a,e yet sv b i CIVIL ENGINEERS 431 E Horal'o Avenue SVIIFl r21IN rnaLN71T o Szlsl 1 Pipe beeSn9.,a-,and n.ncn Mdep¢hap by a II arecon taean)fin -'r,00 or 55b tas%m.ral a l Ne mvimam eenslr a Pe, eA6MO T-1ai Cowager bc! rMap wNetl rod mrequfnbar Weeing malenal)rAr e Pipe In" or, In. not prwlee bard aoppodl,,, or Ply", done m Ielal.11,.andaon. of S, nr a s named, In wnalee nonriehln, pp.r no h pe be caberre n.yorN d. pye Nor, spy IP I. P a M E leI a. 111. al p or 'cra. b, m be pe " WI Yi abe ch raU IPkela, InPe. . µ]er.h all not 6eP Itla .-a "..,no oyar,,n, 1 5, Pqe me yap. I pea van ban filtin, fe" y"'1a. d' cloy szrrer Ale nay e e 6 minmam beck be I. Plpe Oeddlno and Trench Detall NTS. r+'-nrn.o D.I.P. Restraint Tabl6 ,"yeaccon t do M In w Renranea n Each Side of'Ifnglsf ral Pipe sae A"0Iw 16'90'R.MATar Rena T 2e221R'ared 51011 lba red 5 6Plea of3a133 e.nch of Tee ND1E9: 1, Th, 1b,aIrrt lyoea as lndlccald b) Ne'Re.anl ebro- re mirt veNes aesgn engnee: shaAbz responsLb lm mnlnming peltleon6lions mery-nrslmwlza amg1Y. ] In .mabla ngmree N avnananaa a wn,N In 9,eaur Nan yams peel. 6t..e nTeble'alyll 4. µhere Ina or mare fiNnAs are laW lM:ne, uY greatest ee.alnl kngN lnr FnelM.e salvesana Wou,n rvnolleee nol9tlef .Aar o(resha.ea)nlnls acr lI In, nobly cry,Yalnm onlsssld In se lna:aalea. to abo ry bod, a1 1have bxen c.1,,aIn a 11.fnre v.1n Ne abeam 'ace In "llrmy Razlalnl ReSgn for WRIe Iron Plpe'as punfNleatr/OIPRP, vAhihe Nlloning yamrnNlnns "o,oaPressure: 1`APRI eif.,laaon: andl An Gana, fiomsTnl'u) taYn9cameynx5 T, Ew plpx enm al"a f Ica lens, con I.- ghee in pabbless nr veN. by iRJwu Frrepl nor, -1 accord . e RazpaNl TaNe o' plpe maleNl nnl plpeelenglnse fitlr.a0 Dena,, ev¢O er [AdraA dMerm3ream epzvn by9he 'Y Doody Iron PIN¢ Restaint Table ri Td a,.+ma:a Tort Enmsemen cycle "1 1. -liYpl 'boych. broad caw e e roan v eu, NolEs Gady or Half Enacts ant Yow 1. I'): 16' male,- arpya rry-be.less Nan21 Ina 21 Iorf Paaarnaes,:ealer than by equal to R6'. 2'O .",a to al lI aiamAer allhe pl'c -yrele arannabencasemenl or Mlenvzemerdto are Aaleomined In Ne fie,, amar abr m. ern. a. cnnaeie bre�n�aumem ylan oz le n11Wo Psl sl2A eapn. Conorale /vch And EIr4 rrmn�Defalle N.Td r,ren I AnconnI . A 1 , :^9nz an. I. camp" _T damarea a "spar O 1 leeok 6eaal aacxlr �l.J nn '.. lydna eeann,pde nvpl u aa.avama be anyl- _.... VnaMraxa+aM� En s d In IP':Pb, ) meelaas VC for,an rebpNernerasm9 ye ML no IT a ol III 1. 1.of aNm4ard.,.apnnn be annoyea, la.pedal -clo a x Intl mug lu PEperyvaa by Ne., anal Ir 1yeemwlx znaA be zs bo,c5rd tr] Ne engineer. .en,IF moll Ie zhaBbe 30W P51 @30d oys d'vrg, pacAM1A�znL aompa.on Yallhe axzpeefied elm z NN andurtl Peln orrom.aebeamovaapdorbadM .bb wI bw:ln9 re,aan slew tmn abe a bpadfee *Ilea„ eng parr, oe ,,eater aoy ,p boy, a al maA ]. ubnlaVeyhomab I.rermnahalbernyllldonb,lb-beplennama ered bray, U tlty Mans Thmsl Coal"Detall NTa, 6 m for nyp FNIEnusee:nwl aoee secean ore rpip laP �... '^V 7 f lnlmon w me Wain,"n1a,`,n'ar ab Tian v rse arcane NOTES: i. eel nne.veJlvl qxa rebenrex Is kxu N dY ya y " 1 1 p in k,N IN 1 ry tn nr nmm aatioeaalnalaalea in 1. UNI3-a,.,a mM am.adobe cb.d anaapprmed 1, Iry Perm, pmexmwl U41k emaemV Carl Encasement Dylan N.T.a, I tan D.I.P. Cana'ete Thwdt Block Table alM -9h1 onW. of Comely aeanng u rp lu W d Earn (R) F10 9s gmenslon Pan. S're 6 6' m' 90'eend H I.TI 250 1. 399 W 255 3.75 4.6 599 a5'BenJ H Ira :, 84 240 294 W 166 2.76 3,50 C41 P31R'eentl H 11a 1.11 171 21a W 1.34 IX 25T IAA 11114'Band H O6J (1.93 121 - W 0.95 1.41 1.92 223 Ploy or drench or TEE 11 143 210 274 3.36 w 2.11 3.15 4.11 iO4 1 �� a ul a Nbusl NeM chap only bz aW netl due to spetlal avn m eapProvetl by ne cM lnnMin9 uele Tlrusl frock Delali fa.T.a. a eaorteor PVC/HDPE Restraint Table ellnimum I-engN lF')to W Restonrare ady of Fery,(a1 Fnfin95 Pipe Si ze A" 6 90'Bead tfi 2q 32 39 qq 55 ]a g5'"a, 10 10 13 ifi 10 23 31 u W aand 10 l0 16 16 fo n 15 11 VVRon, Pme, 0r Barn .ar e T-41 fie of 9e 130 1sT NO1EA I. the lbSbay 1.1110 11 1 b R mWyarry vaeoez, 11, ea9+le¢rdla Ee ,klor cal n-ol n my'-djood-1 Ian 91y, 3 . lab'ngs yrall nave rear al k aNercn a rvn,eananno 111. 11 mnunaoua are,,, 1n la M1n915 9bral man C vabm e paam aaid edreTaw= Italy, h.re lobo ar ocacon9e- la!alnrne vae9remeA....Ilan,. tar I., m.ey=rybar area Wna,nm. oneae: enemo.xm.mmnedlomm noon yNer mlin9¢naaa nal Ee reAnmm aN¢xaamerraw Awlvlea. t yorrob -I me lame neae.. clalaea m r-'1 a nlu me r-bare. awned 1 "1 Reaylm C.yy o, wnnb hya pled as vre.a br OlpRq Mh N¢kllyv..yr-r,bras µ..ten. P:ea.: ea", - eclior"'bare"s: eacy swd, broa6x M8,) 7. pp N ea"n Ne Re9ranl iaWe nr ppe mal¢lal eery ¢,,Weer ahalaele,m read apedeel, ,,a l-n,m¢vh tl,sl.all beappmv.. ne cn, ("yo I.,e5) p b CC I^9 G CIVIL ENGINEERS 431 E. Marano Avenue Sal In $60 Mali mtl 17bafila }2]51 (407) 629 MM W 0^ 0$ 4 -„ PVCMDPE RealTable by, W s�r 1 m aw.i.Aaa?mN am_��P Q H tt W �o �jqH 3R/ 6p' i c lnnunKnl��F CV�URN" C eCOINr or -no OaxG��"NM*'%`Hd ai SO�Zy rn Opt i :or 5�417z as ,brN38 it PPa�I k s Ill,:an - ve�ieto�aad5mn -Vane me span yen on opeta11n".4, 1. 11C ac eral.-hall not bo osetl on valve box. 2 Toe Maline rla.1lobby shall he no Jeepar Inge 2A' foam ol4mele firllsnea gratle. 3, Valve assemNysh,aindudemnterspacing guidefrom Ne Cirya proved Materials Dst A. My,, valve nul is more than 36' error gratle, valve Bose.., shall lnduae an extension "an ;a CM§ APMoved Nboiraiy Oat S. Velvo agler snell he 2P x 2P x 6" and avnclete for collar snap be fC of 3i000 pd minimum @ 2e lava rob rlmtpgbemenl arbaa, 6 VA Markx yhay bo fmm In. "be Pp,ye Aeo,cla -of and shall IDqude male type, ..:e, malenel, wma N ace, or doabrervn, and aeextinn of rnmhon. vane box am Caber Detail NTS a<.. Cloys SeNnn lH G. having Noe T°p °(piye. Tran1-1 saaeon N tES:: Ap P: elr p d tdtat IN 1 FP 'I, r'/r¢ ,lb g I. I'. da fIla, la.ad, N rP °I Ne , .,(I) aIN IJ INa al [e a ey a "', P 1 N X a, bl h Wa. N g"e Aha a, 1. o P r a y I fd',¢.I, aql R lnalvabl, Na" IPlea .1 'I Id qll d' '.l III. III a-ld,, 'd. adalla,l lh p Pipe N lad 011 p qtl ' F h ., Nra 1 a bin fly Ill. la'da,fal Y[ °Id4 t p' tl :n""I—Iy, ih 9 for 9 Mhaerg v/elnd Ikl en IRIR eAea an eb far mnl'nury Eµe PIPe LocaEng Ww delgl NTS. ^"n°roro r uiY rtnala mwrmeeeoa .ad oaemmlgn. PIPELEreEwoc rvmBs: I. ng q;aileepea Ne Nneasan Vlaler Yrhrtegxwoap°n. 2 L tl nng chary Maminlmum ol3ld'In ne!gM and=haA beMRtlng up rMen Ne ype 61nIIfa, 4 Leneaag... ewMrzAng9 mgrNalnl°Ne dpyrn—II .nol palnlza °r slenolea. Id tipermaln aw Plpe Mmkng Leben_n$ N.Ts, p 14 r I 1 n IyP¢ cmle Tno (z)GTapeaUil ng �N gaea or mP naNarvpe. rM oamafar zV add krear Twee (J)I1,1 al° g lad lad, z:. I °I l°p dalf.1 pipe. WIWI, lEe NTS. 2. Y/PNIIVG TAPEN Tap, avlor.ar tl ( ) 4ea Tap= ItAtIlag 4 a b, AI 1 Rght N 9 aat.fler Inan 1T In Id NSrnn9lap, ®enlenala alkneN (Pte. PrPr etc a5on antl WaminPTaoe Uelat N.TS. et""^arr xH1Es 1. Ad pipe awd h Inslallza n#n B Ip TM1111 a°Pa ropper Laang rrle. ".n Nr M1 n a Id —a d� e ® "a"flahaa a ne S.Ial) T ny 1 1 1 IT If—g.1a a mqa etl Ilrvl T do nce x gaem 1,a alo ,ard..I he maM d a ae ,,a-dl prod ely memf a'aaI n°o vmre eo °(vm ane , acre l.- elan UlW9" Dada, Wre L—'ll Delos I'll, —11-all PipeS/Malns Sepamlion R.ttdremenl Table P°lade RedalmTi Sanl.ry Sa11el If.,, Se'ryer Ho,.E. Vetl Honz, Vert. Hgnz, Verl, I—VTL Polade. 3 12' fi 12' 3' 12 RetlalmeG 3' 1Z' 3' iT 3' 12 6enlery Resver 6' 1Z' 3' IS A' 1T' 6l°rm Ser IZ' 3' iT' 3' 12' k p u v go,emema ex eea:neee n 1 Fl A E I' tl .1e IF ), e w 41 ant... h l M ova I, III Ill all,Wlryl 2 lar e z'IE t 1111 S... —1, ahal I- a.dald,d pe ° az ruler as aelmee IS, 1qC, IIIU, War n,,I of repo mee rnla, aol Yealee rowm°-Itt"I ela, enallbz mnzemae maurrag., ane the aaRnWn L:I !mm 1d, addar zlall a"', J, M q I 11 d'all,Ifall IS lalald.aa 4 Po w w e e [ . larda. I.1ar 1 al u N a : Sa peel .I_ 1 M1+A I gS 1pl 1 I. � g p ne T. p an 1 ulp lPp. np I.P°ta. Sad, ppe naY pezz µmu9lr a mrtilary xme sWMre. Nmugll q°rm sever mud [e apq°vetl [y lM1e crly ane lss q VlpeWairls separnliun Reggldrr OcnlT ab'e ITS. Imen6enN t�`v`rlozaa"o¢laa a rzaese.°r Nnlivn)nI \�� -42" pmn 1 a Pl dl N11 s ( \TLstf'o T H n E ,a Mg r l ameemeaanadar _ _ CO) usFE 1 ` lnta w I ce F, oxea gamma �^9, to 4e 1eaean m FI I [ ,v usF dst co.er apm Z. 1 s. P!Pa carer carer I pI, ' a ,d, 1 WO I15e,. IamP r pp Pameler VSF fi9]CRIC Vesf 1r2 .rIS "o P C ecGa f RPes I, R Iaa Zag dton m f�� 1 d S. n In Rrtq Idd, r � Aaagl alm gzaae tt,Pexanmmnrer p raLilogtt�,e`ttol NaleO FlUSn R.5 Rdn n Flusll Wnq EeNPn qL' gdSMn°ux(c°al iar) USF iz95 Rinq VSF�2Zt Fing 11S11JUT{R Wng FP' waF' $e [yA lnl a _IIa�aron UN INS 4 s Vai USF fib) all ISSEI _ .. _ YN Pe 1 ) /'� A•anhale L M V iLlck �^ PVC Tee N tl81d A kl. flea Badar II S Floal iah Nan' ///— r n 1 q 'B Y a (y ave br - g Ihnwnl If 1 h° rea) l 1 agile (n V al Nreaa a —1, r M amy) "x ^h�aa aer, mannda seNon p nneNon Pipe eea flush S..l, casenP Imo, ge°dl (9re Nalez) Flush GnaInd Moon Il h°1 n r1 k.l NolEs ornereregmrze) Irrhe.e Ial aek PIE Id —I'd Smnaara caaen, Mnont m 11 w S ra n n - Mamla spllg Mear Gp11111, n Tn mnoor or[°Mmsa m. NllaNerHIezffi9nn at. a^aaa aou.ex -T. uTe' _��_._ Ronam smmaa 6 axone Pp NpTEs PA mannales When arty n e, a emI.. exceehs l9 ah"re4S:rS�a amp approval NOIEs: eaWAUTIOE. P mn.eq°n VC9aiMM19 tl pl q ak I) antl°zeaUlrf 9menM1ok a e atdl I, I Reel br Ilf. (se 1 tIT1 a e dea on NS sfieel hr 3analf, CI Iola J a r'Pla ons, fo9lorslaoaera 9. 1. d 'eeanaph¢ eaemna wnEq ar (range hom 19 Ur°p lnvei appllasl°onx RelerN UTIOi (zrg R 1' gR uble C°rer Velel kr 1.'snn°le Rny antl !., fi 1 Iadal l figwa le altAll req sre nrnlen app yN ly. Slantlartl Or°p SeNon Ia Pe (6'ar neater) antl reaIaIflm 1 FIF1ry II rvell °pale n 1 'Flval srugve 4a'ng rYg, l°ramaln wnnedea anatlrapmaM°e Yr v 'naau9/dhea rMh en appravea I_U_ 2 F°r�gRudwez rNM1 lop el.vaEan . rka,vu Flush sWW a 1, ffnq' IISF USF Italb, RIag, Iner°°Ne Cily .lamzAppguetl N.alznala Vzlalamlalmum alWml NlMesa. g a s Br!clad I d-ad realdry).. G,r.n9AA51R1. 14114 �craae M1lW B gingdraphe all dSt vpNNa aser. 9aahshap[zwPorep lday)apchmeeWg pgdt.-alId', atle MVJ q. Ilalaleldsnap ne Letleree rcN'Cay °1 o e'(1°p),9 rrerla+nler)ona maaMk ay.."see lR1Ofll"m"neMok map and carer Oela, me IfrIW Rea9aamPreead eaardd thwCdy If nm¢amee mar krAe IXe B Rssr Oeereenloap acne aaeW om aHln9nNanh.na anoaerinne phl Nan 9V Hoe (Wn ) ° . AanhNe rover Nut llq above anp alM ng Yope paremem ana YuaW ae ¢¢l al pkn 9 ^In A k V 0 r I k L sn L rlll Ty I It'll, r (ttn.m)antl Fbntla I L X a IS y M , haka q acre unpaveazre.s V PNP a -a 9 1 ' 1 I I % "fl 1 f ( ml. s p9)ce 4" aL'n9 oral edena a nn9 9. AM�amsham 5mdure onlsp Pomnne6°nsaotl ring shoo LSNlap:p5ealea m5gnmeq[e ada. l p p ebrP'Ple slklegl1.1 h k At ¢ I'd. ' M1' l li) p LI' hk Irm ntlaoaMgnng p y e y 9 eater Nan ra In afh llo NArer° mannok Fnnq (roaLng)'z q a, wa Ing Nap epene to eng aeaEng I. An °Nacre arop mnneglan brequrea mr IN lnnue. nl4naz 1p'or mor¢aMve lne manh°le and ma4ng Mgsm°rlarh¢a. 5. 6otlom elerat°n vlarop NaA [z U.l'aWre eh`uenlhrreM1 aF..mae ._ EANITARY SE MT.. OLE DETAIL SANITPI2Y SEWERLGTSNECl10N DETNL Elanpartl M1fannple Rine antl_C_pvel Velail lA_R_GEB RECEIVING MAN HOLE RING pNO COVER —da o-...uaror NT.S. r*"°• N Ts. a:..urrw 4 CIVIL ENGINEERS 431 E. Haeatiq Avonuo ulte 260 uP!_aa, Hpnaa szal (40]) fi2q-9]]U LU 0 W c 20 Y. Qn W ¢ } Q a kiN � 7 C Nl7 A tZ i,U Q N Z OU N] -d .,I CRs El C-912 Lcl JroP __ __ _ Vahes Va ees W( Ur6mnch� e+x Isis ilyennl Opz nling N.r1 Huu rlm]e� ° P l rzl¢ F 1 el k n9 SGeV flea dA oa� / � N mpedy une Alaxlmum Fl bt 'PHje B¢ o pis IPl,toutu erye.` v .ry - --Oovbletk er Bux ImAra a lee) r ILieu Gatle rVa Ne �gne ea ver eupEng Res3Yr16 TaPP:n9 Vaf+ae� Rvaa vaY tub Ef uxpop noaar6Npfk ab,gaHGrzaa Female a.xo n +n ut lse¢N°tz 'S'�Nl p°uE4 Wl 1 part Uevl F'Jzhee cl r" , N N 1°) Mp ieTMP6e1 CC J Il ) 9dM1A de tY� r I( Fhnse Re rya VeJMe Nanlol Z.. 9pv Po 1411 Ifi R tr1 tl V N 6 ¢e B6 ¢k ecnclele R ii bVahen a tl+ p a 1 r rI._en�R =;47 / 1 P xr nmun (rvPl ePJ sp, np une �IseelNcre) `�aa¢erler ➢ r 1 eanlmae 6Pe k VI a 1 t ra I9 1 t r _ 'si^u )-' 1 ab CFI XY n ene� rfl HY 1 h a bh l; In'cx rinrd n SEZY°ntl 6°x p I ZBve P°IY elnykne ppae Ana cap J/ P'Pe 26 ra sr °uNN NmaAa'n� \ al q ppn Na'II_t Me ) �� Pl1Y Pl I.p„ /m F �� Pm ale Ncwle fete rat I "'put. +I fledam Y t I etlalm Cosa fie NonW A:.' nl6 wIDee a T°H°me AIPIb °I Wzy TO X°me Secti°n Vlesv -- Eagz cl Pavnr�ert Ceps cl Pave nenl NOTE B: NOTES: imTE6 1 Cka mvl (°n°rm M1 1 A Iktl by he Wleer m bIrruf a ra N 1 11 dNfl ppR,l P N. •P" I' J, %i y A�plh 9: el h ".I If nisi neat I Ileala maa ba o Iris mam .1 1°IN= sYa nJalJ Corrfi a ation Pll 1 C fi Ialon HyJfa Its that be palfrietl With tl0 b 1 1 p .[at pe Ne fglowia, publi.Po(able Wale, Safety Yellow Panlone 1"630TN RudalmesWate, Pa pie Penlone 522 C Pr,ab FireRod(TBD by FD) L concele gem Pat shall abut buiroben idboalk find wfb 1 Meetl t lib, frIll ta, 1140Lot. r eavototn lM1 . IN tral PI la p ino apN G PI N 'IY t ans lot "Pa re ily flop .or 1, al urb11 lcn peep I. PA Sleeves ana Vahes NaA fle rrs er le9ee b°!°fc lep. z. no µ¢rtap nn aeh3ue semen mat many s. FnI Vabe 0°x am carer •ee peoea um03 vane Aw am eoY¢I Pts# NoiEs 1 I h a pc PP Itr Nz cly Ny sal ah I b fle y 2 Poi IX d m 3 Ia led". all ary top isles .11 op—, (re, mea) IPa W knimn lee mead ornsaea Ne an 6. PN II' e]. Is shaace meA nlra aY res.aa ealar° n rfll.f Ivey ana lnznem to, —main Mllb siaee2lh IS flat pie out, canclele shear pad ]ball It approx. 7.5' 1,2,5''1 C(a,,7b Shell bo F ILIA vnllr fibelmesM1 end shall be to o y000 al minimum at ze tla s. i Senla Laleml Dr.I tiT5«a. Irmo RI H,lI gssemdv ONet .. NTs.0 .wor. Rlm_wlf,—N Oetall N.Ts. o—.urm slalMese Steel Tepgng Sleeve and sate Valve Io1 Water ana Retlam 6' Ru b ,xI Detal NTS «... unaz N.T S. o.ee�llrm5— Arrx cmgnhon slcPlr, rin) ._A ld mnry radnp I+Blanm ea¢a Hem m'anslea µ9e to "al. Vx¢ (1'x 3'J'x3'il In Cep1 In9aflee ppagM Curb Elepa al Lurb slop Fnas °l H°m a See Nole 31 — p" ones ® Wum¢s¢Me. _— IYgM4lvny ® amok Be rvin cab yytlemik Sh9le seMre Slnple Aenla IIYPI service farm IAeIn tY.t) � —� ab wmweez'°n taro pFnens fcm st Ievarxzrv+a _ e Blmnp clan Ge rem Peen ) ( « / p ai Gc a n POIYtlnYlene TI do9 µIre In .—rl Your, nnNp Aux an MI 3 J nlmer lfivc singka Water Ooude M110er cau"part, lhP II— IF ui it If, Pmledee Iearypury Tape b°mn amps R'slzl puzieheck Vabe IINC1131�3DfIL F°r Ipelaca tlaler. Fora 50'C°mPles9°n .orsluff Mr, r _ hvJx aZtwn ''-' M1•relel leY prry) Scnlaa V...h s ame Max, 1 ® c mop a n s �ennolux nsd lle)m Awwa ry Finapa maims w° m [al°riog, s°p(Fam FIpAO-I Qlel Am assemttl mmeaee nit, Tadn9N� L°Ine tun lhld Se ]B'IO JS' fie rvlre, P°ly¢IhYlene PlpelMaln Atelel Locabea Plaa Vap > \ ,y' � ` r q.r l` _ =�"""= Mali ,e n PE sloe slndetretel Ve.v A Rea 1 d M,tor c mnn a t tp o r ual Gfe°k n _ _ _ Vallol ___ _ _ �________ r r � r\ �\ .,,\. - Iar mnmum vl9laae - lrep b".— Wa,bam 6 I6lnr Lrub xmeN B tLnc4� raps+nn semnn - ArasstlPaAvay NOIEs: pual Hnn Ba to I. oll.'a,ol be eras MM1 mmpre s°mpztl: p'nl type mrvrz tt'ani e lme yiap epene °I lemanale unaern env ovny, 3. Melel ee ul Isms area lemnnzle nT.h a+c lo, pap') ur, oale urvke ana aual n°m r da slPPlml aual se a. mele�aena °i ee enanrz 3 Qe .I lo¢a nnne,e foes. amarx ft,axl flutu4, caxlena]' ab p'ade lleJ to a 2x P x J'#ack, If brofee, s.aevaln Ripnlel µ..Line Parise Sery lee r rmet L rn �— a MhaBd'[rub slops (F° VVJYJNF11L1 D e�aa m_aYar mb sloo Sena hcm A!zi (P EJ ammo MNaramsloo Buea tv¢k peal H°m 6rassnN 90'C S., F°Ie tt.3L4 VNL uro s eeE°m � Dual Alelel FloutYeW Alain ip.J NOTES 1, Wa er servlm a elel P.E . 3, 6 asap p 0 ullel kd a Hat r FH IA IaMrin9 SeaIN9 1 II ISIotl 9]2l BanaB u9R l%30 ] 6ervlce ahal f,,a. d'III fin., a,I a. =ho. fle fle mnee aan2 Immnad ela. d, Tap of ra he LraA be Painlea N¢ ml°r °)the m61yI rvla and lzoeka trhth,,° NamdeQeYaearesle9 Msmes. 5. µTen —1, aisle nr➢ oe of" lnr Ba dencbglol Tesfng, a ha xe Nb ce mmeNan NaA ee Eu' Itl nN anY p. rker. aft. N bat b e. It mA xet %a rwle evil In LI y% tlsstld M Il Ea by amin tll d flee ryAn9 Pzremenl an 0 II tlik I. szaa zx Y V , PUW ( —fi ea.I vn rrs a I 9, S lu kr she to bX el°r pladz rater ans purple mzG•nla)lvl lecUlmea vnler NI .1, dftfll II ply N Pp In Iko I, If P P°" I N pl n °r 9 L Nd .Il " aI dY I M ana At 9I b e o]bl e°mmelmVM1 UXFi mil. k. y Ay, d ap k msler Nxes sna0 to aepalgto py pl na try baxee 1 PW le WO,,, no, ce J. Meters N°Wa anlema In gn a 'falb," li p°asnle, cR om Ircnl el +'eexa lA Z, ana adrth,"u of—.".1 v°a°a)aantklsel ryprEs 1, ilia III I N pevebpel to seen "run sP - IP ,u I II IAI V3 e1 A 1 isle VF area op WA E¢ a., kd a l, Fla Manvladonnp ap s¢alP atIxtaxr. Isue 0-1 Azae A331d1Rp. anml6 a Nnanee °n Ins arb snP. .tat VJatern Retlalml aerate cOo ection ob., NTs c"^•'n.rs Melclb senka Location Defai — NTS. Famlh Resieene Is D t'I s F lv Residen°e mete cunfiuu 6tion Detal S MADDEN CIVIL ENGINEERS J}I E. Homtlo A- -Sall,, 2b0 oubulla frould, 32151 (JO]) 6 6330 Access Gate C ! K-201 Slone Veneer to Match Entrance Sign on Precast Column adjacent to Ocoee Vista Blvd Begin 6' Aluminum Fence Along Retaining Wall D (K-201 In � ELEVATION COLUMN A .- _ �..,, a, �\ 6'•6" COLUMN AND 6' ALUMINUM FENCE Project ID Sign Black Powder Coal Aluminum scut: ms -- 6' Precast Wall E/ K-201 and Columns B! K-201 .� Begin 6' Aluminum Fence and Column Type A (Stone Veneer) End 6' Aluminum Fence \ Along Ocoee Vista Blvd to South Along Retaining Wall "` F, �/ Property Line. D/K201 A/K-201 i ,i' End 6' Aluminum Fence and Column Type A (Stone Veneer) Along Ocoee Vista Blvd to South A�e �G ��- �A� f� �i i �- ��.�!/ i�ii �i� ✓ � �\ Property I K201�ne. A ) ,� li� �V' is � \ -- Column Type 8 (Stucco Finish) and Aluminum Fencing Along Ocoee Vista Blvd to South Property line. At / K-201 End 6' v s.wa°a ri " ---ELEVATION ELEVATION COLUMN B 6'•6" COLUMN AND W ALUMINUM FENCE �J Black Powder Coat Aluminum . scue Nos �.n y'i �o.oev"onr ui ..... ie o`aEsere Ll LEVATION FtOSX c"""` �1 6' PRECAST WALL \� scuE: Nis um Fence B (Stucco Finish) - End 6' Precast Wall and Columns B / K-201 �5 j 6' PRECAST WALL & PEDESTRIAN GATE Black Powder Coal Aluminum scut: Nis 1 7 ELEVATION �1 6' ALUMINUM FENCE Black Powder Coat Alumt inum scuNrs ELEVATION ,(mil Project ID Sign v SC.LLE: Nis NORTH sa a eo' tao D":" sewn unr= Aed12020 sNssT K-201 + + -.1e + 1,en + + + + arc Few s,oa TYPICAL PLANT SPACING ,a: ae NOTE'. ru,mm c.^,L'Al_ �¢rrvnrm om„m SHRUB AND GROUND COVER DETAIL rerun q. W N OgooL�NO NAB Og O OF O^y' 0cz euuc "rr Fees nr..ac ma ff s ss'foa �arwm. xus � r. nrmev rong As LARGE TREE GUYING DETAIL Achre Sol am � live 6r.�. n � a.,, - SMALL TREE GUYING DETAIL General Plant Schedule Florida Friendly YEN _ YES _._ NO Native NO NO YEN NO .. Sault Symbol _- PA Al am B 1 i al A9x 11 p afianus -UIIY Aar b Fb tl FI Buxu M PhYll c man 111 N'I Cohen Fig..Rod M tell ,OMI IB Y d sn 1ica0ons ��- ntln t gal topper 116"0 min 65g 12 hl 3 cal. .._._ Mn]91 24 h416 Pa 24 c 32 a _. 8 NO NO 22 EG ElOsdam Intramentill Daze' LD fWord, Glory alien 191E 011po116'0 YES NO 10 IB line graboundannordil Nana' Drrart Bmfartl Holly rrcn.Ygal 24z tX2V P,24'a.c. NO - NO 145 LCR LOropelalum chinense mbrum'Bu,guntly Burgundy Loropefalum rnin..3 gel., Ed, M.XDIP sp., 36^o c. YES NO 2 IR - dn HWRa' ROMn HDI !Y Imn..3n gal. 4' hl., TES YES ] LS Liquid b - t1' '0 a Alogimm, S I Farm real. YES YES 41 MG Magn fa9randllora SouthSouthoth M g oGa „I Mn.12 Ad, YES � YES 39 pp Pinus Floridap Long Laaf PA. min., 45g ,VInt,"cal. 45 gal fiM. 25"cal. NO NO Lot PM Podo p pl Yll P d p min ]g 39 Pod„r 24"h1., SIT A.A. ___YES YEs —YES 44 QV Ouarasvbpinlana soulhem Live Oak min 65g1126L, 3'cal. TES 15 TO Texod 65 g11 �12ph,, 3'cal. NO 1 NO T5 TAM �Ytu as atlmm miltima' Tmct gsalo asmne Mn te•oc _ YES NO 142 VC) eAibum m a mfissmum sweet Vlbmnum mi n 39a1 24"I,X24"sp 36"o.c. YEs _ NO 142 VS Viburnum suspensum SendanMra Vbumum ton 3p 1.24"hL AO p 36 c. YE8 ND 125 VB Vlbur bob lute Wake/s VARAl non. 39120' h1. X 20" sp 36 be. NO NO 1e,5o6 SODA sl pug 0 esod Sf Augusena Cold And VEs " YES 1 101,0- 8 50p B1Ma sea Baton Sofid spJ Lot Tree Plant Schedule (1-Canopy & 1-Understory Per Lot LOT TflEE2 (21 - Pertot Nativa �65 C1 ficallon Canopy Jranuw �.A. g t IName C N BIDE IFICATIONa _ .1 YEs Understory be.. ol ., all - YES I moisture, _u_ al. IF .... No Understory No Understory .� u crt o- nr=..mn. .....__ ec.m.mo. .... YES YES Canopy Canopy n _ III aa..rx.. ..zm m.vss+uovur TES .._.._-YES Canopy u - -.0 YES YES c n.PY Canopy U, derstory T— ..._. .._. *Other trees can be used provided they are selected from the City approved list in Section 6-10 of the LDC NATIVE/FL, FRIENDLY VS NONNATIVE TREES NATIVE NONNATIVE PER__C_ENTNATIVE 156 154 2- 98]2h SIT KS/ISBEOS NATIVE/FL RIENOLY NONNATIVE PEBCENTNATIVE 712 451 261 63.34Y 500 NATIVE NONNATIVE_ PERCENTNATIVE 119,590 iml 18,500 Ad 11% Canopy Tree—, canopy Tree Foundation Shmbs (2) Car Cars, Per JAR Canopy Tme I street free Any Tme tAmlA 10 of the Sidewalk must have a real harder. See Detail (2) Parking Spaces Per Unit PLAN VIEW A ® UNIT TOWNHOME Canopy Tree Understory To.. Bahia sad Foundation Shrubs Understory Tme (2) Car Garage -Ground cover/ Per Unit Flowering Shmbs - St Aug Sod Bahia Sod Understory Tree / Ground cover/ h Flowering Starts I Aug Suit Canopy Tree / ) sheettree. Any Tree wlmin PLAN VIEW IF of the Sldevralk must have a .at bearer. sae Detail B 4UNIT TOWNHOME "Al (2) parking Spaces Per Unit General Landscape Notes 1, beell Clammed., deli shall be reaponolble far all materials and plants as ..had fshe drel Poe Poland. The list uf,l.Ct quambee accompanyingNe plans shell be used as a glide only, Contractor Nd wrily N quantltles and report any dlsnepandes At con. fbdd. g 2 NI plant III shall be graded Florida No for better as marineNPlants" d by'.,ad.. and Standards for travel, Fields gratro ment of Agtla IMre and Consumer servlceq dlegan of Plant trump". 3. Nl planting shell be to, rinsed OUR amnlmrm2 Pone bark Inlal requals 4. The Landscape conbador shop be sAoliy respo lslble for me stability and plumb Fordoon of alttrees and throbs and shall be legally liable for any Jamaga Abroad by nslati ty of plant matenlal The staking small If not sbavn by tlelall on the plan shall be appmvenl by the con., or hls/her ar Nm zed represenlabve 5. Every possible sateguaN shay be taken to protect exlshn9 bees Net are stator on pre landscape plan to be preserved. 6. The Landscape Cartmear Is respons ble tar let.mr 9 all debt s associated War lM1e r va i. Height antl spread spec hca6one refer ID F. overall plant form. Singular branches may not be used to meet minimum requirements. Tar caliper size to be measured IT above glade. E. All lendscapmp shall be installed so -Ong to asserted Fianfin9 procedures. Sall, P or be had of limemck, pehbleeat plor other secret uchon Jebrs I. NI landscaping shop camera to the Wanted, at Toth in Al 4 5 6 6 10 of the Dcoee Land Development Catle, 10. Lands -the, altall not Inlerfere with power lines, salver or water pipes of any other exlstlng or proposed uhlinte. I I. Al landscaping rate shall be I ISM tlgated with an oulamahc megaton system 12. PrIB, to N fery permits or the removal of any its". Portmence ban bRumea spill be Reaped brand those bees that rall r arnon ste end shell be inspected by the cannty 13 End &bulap male'al shall be an acceptable altandoe to could net groan been 14 Occasionally there Is the Permal tar Plus modflcadon due to Instead Paid B,aung clearng of calsOng Iran canopy or other unforeseen cenditlons. The Landscape commater cal be respeasmle far mmrmin9 the oawer and Landscape achmect of Im, conditions adverse to the healty eslab4shment of any plant al prior to planfin9 so Ihat a,esolurem may be achieved. 15 TM1e Landscape Conhactar shall be nalbPi ble (a, ugampar, a pre emwancpon meeting IAI me Owner and Landscape staged In order to add,.. and dairy Pry questions comearre, andb wed tons related to these devnngs or the ex sfing vile r 16, Lantlscape Canbador shall use approp,iate r Mailer size to set A almum plain FIRM, If mmimnm plant height can not be met val spetlfied container size. 17. No hoes shall be planted bepveen the sldelwlk antl back of curb, My tree shall be planted at a minimum 10from me water Los or the reclaim line. 6EcnDN SECTION ROOT BARRIER DETAIL v SCA- Naas SYSTEIA n A o "n55 Jan 2020 L-001 Existing Tree / to be Preserved 5AR 101 Sod A iV lfv;i ID Sign Fealu're \ Begin 8`Precasl Wall \ - Pavilion and Picnic To \ �v See sheet L-205 �� v Gull, Bench and Trash G an ��\ \ on Gravel Surface, Dee d\ ct L-205 \ v v g l; a , 0A J6 s / Sod A �X, Mail Kiosk See Sheet L 206 Bike Park. Rack. See Sheet �v L-205 A 1 z a �) 1 � i t 1 r �P ay Ground Border 1 i \\ with,A, A Mulch Surface 1 ` 0 Tot Lot and Swidg Set See Sheet �205 i ACTIVE RECREATION AREA PLAN SCALE: 1"=10' Limit of Sod A I 1 110 L Screen Side ofTownhomeUnij with Shrubs and Understory�rees � I 1 1 { a 1 i v..' \Openplay `� / Concrete Plat with seating area ° "Understory trees ` .I 1 s� I � Accent plants K ,, II `\Pre \ast I I I 4�Sidew�lk 1 I- " Fovadng Groundcover and Shrubs k, PASSIVE RECREATION AREA PLAN SCALE: 1"=10' I�i W 1' 20 0 Jan 2020 sHEE L-204 r so U� N A w 03 m x am L 17 Vr F r ELEVATION ELEVATION CUT SHEET %l TOT LOT AND SWING SET (—.,\ SO PAVILION r--'\ GRILLE �J Or Equal. Color to be selected -- xrs Or Equal. Color to be selected scan: xrs �J Or Equal. Color to be selected scat xis by owner __ by owner by owner (— - ❑ . ❑ — o ❑ . ❑ i 4. 6 O O ❑ ❑ 62' 61W AS9' ❑ ,rv✓ 65' n � 161I0' � N i N a rn _._.. _......._ moon wrnv swenev � n ELEVATION ELEVATION ...__._ _.....__ _......_._._ .c m L �\ � PARK BENCH CUT SHEET "-""""""" U) C Or Equal. Color (o be selected score Nm �J Or Equal. Color to be selected scat xrs �1 MAIL KIOSK BIKE RACK U J ELEVATION by owner by owner O B �% Or Equal. Color to be selected mnse: nS �1 b owner Or Equal. Color to be selected score: N1S y by owner N❑ N v L Y 0 6.6@ W C J Y W L aLL� a- rn a � I \ ea 1925 a cage nts onrE Jan 2020 ns:e SNEfi L 205 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 (407) 656-2322 DEVELOPMENT AGREEMENT (Prairie Lake Subdivision) For Recording Purposes Only THIS DEVELOPMENT AGREEMENT (this "Agreement") is made and entered into as of the day of , 2020, 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 , whose mailing address is (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 of Owner, on , the Ocoee City Commission approved the Preliminary/Final Subdivision Plan for Prairie Lake Subdivision, in accordance with the Ocoee Land Development Code: and WHEREAS, the provisions of Section 4-10 of Article IV of the Ocoee Land Development Code require that the Owner and the City enter into a development agreement incorporating all plans and conditions of approval by reference; and WHEREAS, the Owners and the City desire to execute this Agreement in order to fully 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 Land Use Plan (as defined below), unless otherwise indicated. Section 2. Development of the Property. (A) The Propertv shall be developed in accordance with the Preliminary/Final Subdivision Plan for Project LS2020-02 (PSP/FSP) approved by the City Commission on , 2020. The PSP/FSP is 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 Land Use Plan. (C) Except as otherwise expressly set forth in this Agreement and the Land Use Plan 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 Section 3. Roadway Improvements. The Parties agree that the Ocoee Vista Parkway is intended to be extended from the entrance to the Prairie Lake 056A Subdivision to a cut de sac at the point of terminus at the Seaboard System Railroad 60' right of way ('Roadway Improvements") in accordance with the PSP/FSP. Owner agrees to design, engineer, permit, and construct all Roadway Improvements at no cost to the City. Section 4. 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 ovemight 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 5. Covenant Runnine with the Land. 'Phis 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 6. 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 7. 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 8. Time of the Essence. Time is herebv declared of the essence to the lawful performance of the duties and obligations contained in this Agreement. Section 9. 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 Land Use Plan and does not in any way rescind or modify any provisions of the Land Use Plan. Amendments to and waivers of the provisions of this Agreement shall be made by the parties only in writing by formal amendment. Section 10. 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 11. 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 12. 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 13. 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 14. Severability. It' 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. -3- Section 15. 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 he inserted on Page 1 of this Agreement. SIGNATURES TO FOLLOW -4- 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: Print STATE OF _ COUNTY OF I HEREBY CERTIFY that on this day, the foregoing instrument was acknowledged before me by means of O physical presence or O online notarization, by , as the of , who [_I is personally known to me or [_� 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 2020. Signature of Notary Name of Notary (Typed, Printed or Stamped) Commission Number ofinn legible on mall My Commmum F.xpres of nniie€ihie on scan -5- Signed, sealed and delivered in the presence of: Print Print FOR USE AND RELIANCE ONLY BY THE CITY OF OCOEE, FLORIDA. Approved as to form and legality this day or , 2020. SHEFFIELD, LOWMAN AND WILSON, P.A. City Attorney STATE OF FLORIDA COUNTY OF ORANGE CITY: CITY OF OCOEE, FLORIDA By: Attest: Rusty Johnson, Mayor Melanie Sibbitt, City Clerk (SEAL) APPROVED BY THE OCOEE CITY COMMISSION AT A MEETING HELD ON 2020, UNDER AGENDA ITEM NO. I HEREBY CERTIFY that on this day, the foregoing instrument was acknowledged before me by means of O physical presence or ❑ online notarization, by 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 , 2020. Signature of Notary Name of Notary (Typed, Printed or Stamped) Commission Number Iifno, le,hic on seal I My Commission Expires Id not legible on seal) F.1 EXHIBIT "A" LOCATION MAP Courtesy Rick Singh, CFA,'Orange County Pro Appraiser ate Of y M cly r . x � Ocow lr. city ef.��pp�7µ4 ows WY 4 4- City 01 •Ap �. n: i Created 5/1/2020 11:13 This ma is for reference onl and is not a serve 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 one (1) phase(s). 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 Cite of Ocoee Land Development Code (the "Land Development Code"), that the development shall be consistent with the City of Ocoee Engineering Standards Manual along with the Code of Ordinances and 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 recorded Development Agreement dated June 18, 1991, as recorded in Official Records Book 4352, Page 1655, 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. -8- 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. 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 lilt stations shall be designed in accordance with the City of Ocoee Engineering Standards Manual. 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. 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 I. 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 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 10- 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. N. 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 anv 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. ProN ision that no property owned by the City or any other governmental entity shall be subject to assessments levied by the Association. 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 Support Services Department — Information System Division at the time of final plat submittal. 2. Tract A, 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. 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. 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 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 Manaeement 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 -12- 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 1. All finished floor elevations will exceed the 100-year flood plain by a minimum of two feet (2') and/or the 100-year flood event for the stormwater management system by two feet. 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 13- 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 Intentionally deleted. Section 1. Sinele-Family Residential Proiects Intentionally deleted 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 Proiects 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 (I ) 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: 1. 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 Cih. 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 14- 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 W) 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. is. 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 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 15- 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 eafiltrates 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 runotT. 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. OR Access to the West Orange Trail, which will be provided by sidewalks from the project's access road that crosses the West Orange Trail 16- SECTION C LTHURSDAY, MAY 21, 2020 COPY OF ADVERTISEMENT Date Published and Media Name Advertisement or Article