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Home My WebLink AboutItem #14 Arbours at Crown Point- Preliminary/Final Site PlanIlorida AGENDA ITEM STAFF REPORT Meeting Date: May 19, 2015 Item # I q Contact Name: Contact Number: Michael Rumer 407 - 905 - 3100/1018 Reviewed By Department Director: City Manager: Subject: Arbours at Crown Point Preliminary/Final Large -Scale Site Plan Project # LS- 2014 -009 Commission District # 1 — John Grogan Background /Summary The subject property is located on the north side of West Road and west of SR 429. The overall parcel is 28.1 acres in size, of which 17.64 is for the 240 multi - family units. The subject property is located adjacent to the West Orange Trail on the east with a 73 foot power line easement located along the eastern property line. Pedestrian access to the West Orange Trail is being provided on the northern property line with a vehicular crossing located on the eastern property line subject to Orange County approval. The applicant is proposing a Preliminary/Final Site Plan for 240 multi - family units with associated recreation amenities, stormwater management areas, and public road access. The table below references the future land uses, jurisdiction, existing land uses and zoning classifications of the surrounding parcels: Direction Future Land Use Zoning Classification Existing Land Use North Public Facility A -1 (Agriculture) Reclaimed Water Facility (Winter Garden East Low Density Residential A -1 (Agriculture) Vacant Parcel South ROW N/A West Road West Commercial /Industrial PUD Commercial Vacant Parcel The Future Land Use designation for the subject site is "Light Industrial' which allows up to 16 dwelling units an acre. On April 15, 2014, the City Commission reviewed and approved the PUD Rezoning and Land Use Plan for Arbours at Crown Point PUD. The Arbours at Crown Point Preliminary/Final Site Plan is a multi - family development that proposes a total of 240 one, two, and three bedroom apartments. A community building, as well as a pool, BBQ area, vehicle wash area and exercise trail are being provided. The project is dedicating 25 feet on the north end to connect the West Orange Trail to Ocoee - Apopka Road. The development will provide direct connection to the trail as an additional amenity. As shown on the plans, the subject site will have two (2) access points. The main access will be at the gated access on the extension of Fountains West Blvd. This main entrance will be landscaped with signage as the entry feature. The second access is proposed through a decorative crash gate on Fountains West Blvd. The Plan also shows a 6 -foot high black decorative fence with columns forming the perimeter of the development with landscaping. It should be mentioned that the site is located within the Wekiva Study Area as designated by the Florida Legislature. The Wekiva Study Area requires additional groundwater protection for Wekiva Springs. The development will provide more than 35% open space leaving much of the "A" soils available to filter ground water. The Preliminary/Final Site Plan is consistent with the approved Arbours at Crown Point PUD. Finally, potable water and sewer services will be provided by Orange County. The City of Ocoee will provide solid waste services, reuse water, police, and fire protection. Issue Should the Honorable Mayor and City Commissioners approve the Preliminary/Final Large Scale Site Plan and for Arbours at Crown Point located in the Arbours at Crown Point PUD? Development Review Committee Recommendation: The Development Review Committee (DRC) met on May 5, 2015, and reviewed the Preliminary/Final Site Plan for Arbours at Crown Point. Staff discussed technical drainage and road design issues to be addressed from the City's Engineering Division. When the discussion was finished, the DRC voted to recommend approval of the Preliminary/Final Site Plan, subject to the resolution of the remaining staff comments. Planning & Zoning Commission Recommendatio The Planning and Zoning Commission reviewed the proposed Preliminary/Final Site plan at the May 12, 2015, Planning and Zoning Commission meeting. The Planning and Zoning recommendation and comments will be provided at the City Commission meeting. Staff Recommendation Staff recommends that the City Commission approve the Preliminary/Final Large -Scale Site Plan for Arbours at Crown Point, subject to resolving any remaining staff comments. Attachments Location Map Aerial Map Preliminary/Final Large -Scale Site Plan for Arbours at Crown Point Financial Impact None Tvae of Item : ( please mark with an z') X Public Hearing Ordinance First Reading Ordinance Second Reading Resolution X Commission Approval Discussion & Direction For Clerk's Dept Use: Consent Agenda Public Hearing Regular Agenda 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. X N/A Reviewed by ( ) N/A PRELIMINARY /FINAL SITE PLAN FOR RESIDENTIAL PORTION OF ARBOURS AT CROWN POINT PUD 2243 WEST ROAD CITY OF OCOEE, FLORIDA PARCEL I.D.'S: 06- 22 -28- 2856 -00 -010 AND 06- 22 -28- 0000 -00 -046 FOR: ARBOUR VALLEY DEVELOPMENT, LLC LEGAL DESCRIPTION Boo4 ); pa4n 343 -116, public Necatle of tMnp Canty, Roda and a en of (Mn6. foumym perch number o6- 33- 3600WAOA46 beln6 m mm�vdeenle.a- NneNe: [OMMENRn SoutMieet miner of Tract; Feuuelm WM.a renrded n Piet Book )2, Pee- 111 to 136, NMI. A. of OI.M.Canty, Sande; IMae..." North M'13'S' West, Non'" Wertllu M dd Tract; 2)D.)1 fe t W M. POINT OF BEGINNING Meae Nath DS'13'58' Wert,.1a -la set I_ 6o." 'e"; —Nenh eB ll' E.n..Nne lM Cpmmon band.ryllne of lot 9-d-1 uld Nat d I-— Wen, 28.23Iee; It—N 89'56'24'EeN 3C feet: Mann Ie % .1d commm i-edery 1_ nn_DP33'88'wen,.1_e Me Wens— id-1, 85.83(cote Me N -..mnu Wetld Tr 2;[hems NAMB2'S " -N.1m Nash TIMWuMTract1Ana Me Nonl,Ilne Nonree Ga iv parcel number 0622- 28OWDWAa6, 886.20 —to. Poled -tM ", R¢ht off WWI- N tM wen pan'. _ - rcaraed In —.1 Necna. Book 6938 PW 4527, Pubbc 1 musty, ROHde; Mace _ D4' _. Wen, alas old Wen _ N- Wen ___t 563.83 Ne;thence d—ee, acid -11 an — 18956'24' We d l 34.92 Net to tM polM Na,vmlrt ot•ane nnnve sputM.n.dv h.Nn6erdlue of 05.805.., ecmlrNeyle N es'Ae'SB' ed • cM1Ortl b.nM1 alSaM dMerce 4TO wen:[Mae 0M..n.rry.lonet S uc N ..M 26' a N 3 IMte Me polo[ Nt.ryenry; M.. South N26' Weal131.01 IMto My P_ Narurtun of• arve mr,ww NonM1weateMh.v1M ,.dlu. N 45.ODfeeL• c 1soil. d 85'48'58'anda MorE M.MMN seam 4T0I' wen; I—Sou_eYe ,e Men NuM arv.•alrt.ae .6).40 fen MeP le of Le.Minces '24' wen, 6D4.B8 Tee; Sou S m t SAM 00 EM, ' We, 23.42 ; Menu SeuM 4956'26' Wert, 484.252ee; [Mae M 88'66'15" Wert, to Me point OI b 6MN M. wnteNine 17.635.an maea Nee. Onus n) SHEET INDEX Sheet Number Sheet Title C -1 COVER SHEET C -2 CGNDNKINSOFAPPROVAL C -3 GENERAL NOTES DI AERIAL PLAN C-5 MASTER CITE PLAN CA GEOMETRIC MN C -) GEOMETRIC PLAN CA GEOMETRIC PLAN C -9 GEOMETRIC PLAN C -10 GEOMETRIC RAN C -11 GEOMETRIC RAN C12 MASTER PAVING. GRADING a DRAINAGE RAN C -13 PAVING, GRA DING A DRAINAGE PLAN C -14 PAVING, GRADING. MANAGE RAN C-15 PAVING,GRAGINGADRNNAGEPLAN C -16 PAVING. GRADING a DRAINAGE PLAN C -tT PAVING C -10 R GMDINGeDRAINAGEPLAN PA=''GRA OING& OMINAGEAN 0-19 OFF SRE UTILITY PLAN C.. MASTER UTILITY PLAN Cat UTILITY RAN caz UTILITY PLAN c- Im4RY PLAN c -za UTIL" PLAN Ca It" AN cab " PLAN C-2T SANITARY SEWER PROFILE C -2B LIFT STATION DETAAS C -29 13AON _Mwp,L l C30 POTABLE WATER DUALS cat swrraRY SEWER DUALS C32 PR "AND DETAILS CA3 PAVING. GRADING. A DRAINAGE DETAILS C+W EROSION CONTRA PLAN C- EROSION CONTROL DETAILS L -1 (METER LANDSCAPE RAN a SOD RAN L -3 LANDSCAPE PUN Ld LANDSCAPE PUN L -5 LANDSCAPE RAN LA LANDSCAPE PUN L -7 LANDSCAPE PUN L8 LANDSCAPE PUN L -9 LANDSCAPE DETAIL _ 13-002 TYP_PDD -PDD -1(2) _ 13 AOP0F_ALTASUWEYren- ALTA_SURVEY _ 13AO2o_BS T-w -BS TOM _ 1340M_SS_T000 -BS TOPO WEST RD IR -1 IRRIGATION PLAN IR -2 IRRIGATION PUN IRA IRRIGATION PLAN Iq-4 IRRIGATION RAN IR -5 IRRIGATION PUN IRA IRRIGATION RAN IR -T IRRIGATION PLAN IRA IRRIGATION PUN Ibt IRRKATIONDETAB.S 1841 In IRATK)NNOTES EO.1 PHOTOMETRIC PUN A521 PICNIC, PROJECT SIGN. PLA YGROUND A GRILL DETAIL PRELIMINARY /FINAL SITE PLAN FOR RESIDENTIAL PORTION OF ARBOURS AT CROWN POINT PUD 2243 WEST ROAD CITY OF OCOEE, FLORIDA PARCEL I.D.'S: 06- 22 -28- 2856 -00 -010 AND 06- 22 -28- 0000 -00 -046 FOR: ARBOUR VALLEY DEVELOPMENT, LLC LEGAL DESCRIPTION Boo4 ); pa4n 343 -116, public Necatle of tMnp Canty, Roda and a en of (Mn6. foumym perch number o6- 33- 3600WAOA46 beln6 m mm�vdeenle.a- NneNe: [OMMENRn SoutMieet miner of Tract; Feuuelm WM.a renrded n Piet Book )2, Pee- 111 to 136, NMI. A. of OI.M.Canty, Sande; IMae..." North M'13'S' West, Non'" Wertllu M dd Tract; 2)D.)1 fe t W M. POINT OF BEGINNING Meae Nath DS'13'58' Wert,.1a -la set I_ 6o." 'e"; —Nenh eB ll' E.n..Nne lM Cpmmon band.ryllne of lot 9-d-1 uld Nat d I-— Wen, 28.23Iee; It—N 89'56'24'EeN 3C feet: Mann Ie % .1d commm i-edery 1_ nn_DP33'88'wen,.1_e Me Wens— id-1, 85.83(cote Me N -..mnu Wetld Tr 2;[hems NAMB2'S " -N.1m Nash TIMWuMTract1Ana Me Nonl,Ilne Nonree Ga iv parcel number 0622- 28OWDWAa6, 886.20 —to. Poled -tM ", R¢ht off WWI- N tM wen pan'. _ - rcaraed In —.1 Necna. Book 6938 PW 4527, Pubbc 1 musty, ROHde; Mace _ D4' _. Wen, alas old Wen _ N- Wen ___t 563.83 Ne;thence d—ee, acid -11 an — 18956'24' We d l 34.92 Net to tM polM Na,vmlrt ot•ane nnnve sputM.n.dv h.Nn6erdlue of 05.805.., ecmlrNeyle N es'Ae'SB' ed • cM1Ortl b.nM1 alSaM dMerce 4TO wen:[Mae 0M..n.rry.lonet S uc N ..M 26' a N 3 IMte Me polo[ Nt.ryenry; M.. South N26' Weal131.01 IMto My P_ Narurtun of• arve mr,ww NonM1weateMh.v1M ,.dlu. N 45.ODfeeL• c 1soil. d 85'48'58'anda MorE M.MMN seam 4T0I' wen; I—Sou_eYe ,e Men NuM arv.•alrt.ae .6).40 fen MeP le of Le.Minces '24' wen, 6D4.B8 Tee; Sou S m t SAM 00 EM, ' We, 23.42 ; Menu SeuM 4956'26' Wert, 484.252ee; [Mae M 88'66'15" Wert, to Me point OI b 6MN M. wnteNine 17.635.an maea Nee. Onus n) I' Pw9nois[ Mf Cln,.ncrt , dc.® AL. SURVEY )eOi I�I W[$rv:l'..,� IIIIj Fn; ryl l.4e GOp �te PHONE: 148718145051 a CONTACT: MIKE JERNIGAN T. GAS COMPANY N ' LAKE APOPKA NATURAL GAS ENGINEERING DIVISION Ga.ca,. an.e9a C %%I IF'3., e,a•6a la:Fl lr�.r.:T CXttlelel� A $ NA'11 A III ,m SECTION 6- TOWNSHIP 223 -RANGE 2W LOCATION MAP N.T.S. OWNERS Thomas Milton West Wory Investors LLC WORY INVESTORS, LLC. 235 SOUTH BEAR POINTE DRIVE LAKE PLACID, R 32852 THOMAS MILTON WEST P.O. Box lone DOME. FL CIVIL ENGINEER 6 LANDSCAPE ARCHITECT MILLER LEGG 631 SOUTH ORLANDO AVE, SURE 400 WINTERPARK,1`1_327 6 8-7122 PHONE:(6o7J626.8886 CONTACT: RANDY COHEN APPLICANT ARBOUR VALLEY DEVELOPMENT, LLC 6368 VU TFER A BOCA RATION, FL 33633 PHONE; (. ).B6MSI CONTACT: GAGE EHRENSTE. LEGAL Note.... Deco W. may M-.s.— percent REFERENCE DRAWINGS SHEET NUMBER SHEETDESCRIPTION SVt AL. SURVEY BSI 8 B52 I BOUNDARY SURVEY HOLLAND AND KNIGHT 2D0 SOL, MANGE AVENUE, SUNS 2880 ORLANDO, R 22801 PHONE: 1607) 260.1128 Co..: AWBON E TURNBULL, ESO ARCHITECT MCKEAN & ASSOCIATES ARCHITECTS, I.I.C. 2815 ZELDA ROAD MONTGOMERY, ALMM PHONE :(336)272 — CONTACT: BRUCE TAYLOR SURVEYOR MILLER LEGG 831 SOUTH ORLANDO AVE, SUITE 200 WINTER PARK, FL 3278&7122 PHONE: (41)629 -BBBO CONTACT: JIM QUAWEL, P.S.M. F.e Z MI LLER��EGG z REUSE WATER TELEPHONE UTILITY CITY OF OCOEE CENTURY LINK Q 15D N. LAKESHOM DRIVE 33 N MAIN STREET V OCOEE, R 34761 WINTER GARDEN, R M777 PHONE:(407)9O94I100 CONTACT: DAVE WHEELER, P.E PHONE: 148718145051 a CONTACT: MIKE JERNIGAN POTABLE 6 SANITARY SEWER GAS COMPANY N ORANGE COUNTY UTILITIES DEVELOPMENT LAKE APOPKA NATURAL GAS ENGINEERING DIVISION 1320 S. WNELAND ROAD 8150 CURRY FORD ROAD, MID FLOOR MUNDO R 52626 WIN7ER GARDEN, R .777 0 PHONE: (4O)) 868aTJ4 m PHONE: (60T)254 -0BDO ELECTRIC CABLE COMPANY Q DUKE ENERGY BRIGHTHOUSE NETWORKS C+l 425 E. CROWN PONT ROAD mNTFA OMDEN, R 34181 , HMOUmE ROAD OCOEE. N.un 1 cD 1\I PHONE (407)935-6690 CONTACT: LILLIAN FIGUEROA PHONE: (4DT)B92A508 CONTACT: PJ KIND O O C7 MILLER \ EGG CONDITIONS OF APPROVAL 1. THECITYOFOCOEEFLORIDAIME CITY ) IESU& IECTTOTIETERMSPROVISIONEANDRESTRICTIONSOF FLORIDA STATUTES CHAPTER I W, CONCERNING MORATORIA ON THE ISSUANCE OF BUILDING PERMITS UNDER CERTAIN CIRCUMSTANCES. THE CITY HAS FIE LAWFULAUTHORRY TO EXEMPT ANY PBIVATE EMILY OR ITSELF FCOM THE 0N. ATIONOF SUCH STATE IEdSUIIONAND NDTHINR HEflEN SHALL BE CONSTflUEO AS SUCH AN EXEMPT1ION. 2. THIS PROJECT SHALL BE DEVELOPED AS TWO RI PMDEI3 AS O DESCRIBED IN MORE DETAIL ON THAT CERTAIN PUD LAND USE RAN FOR ARECURE AT CROWN POINT PUD PREPARED BY MILLER LEG%DATE STAMPED AS GECENED BY THE CRY ON MARCH iBTH. A14. PARCEL A INCLUDES DEVELOPMENTOF THE APARTMENT COMPLEX AND PARCEL B INCLUDES THE DEVELOPMENT OF THE COMMERCIAL PORTION OF THE PROPERTY. & EACH PARCEL WILL STAND ON ITS OWN WITH RESPECTTO BIBLE SERVICES (SEWER. WATER. STORMWATER MANAGEMENT. ACCESS AND OTHER RELATED SERVOESA PARCEL A AND PARCEL B MAY HAVE DIFFERENT OWNERS. BUT EACH PARCEL SHALL BE WHOLLY OWNED AND NOR FURTHER SUBDIVIDED WITHOUT TIE CONSENT AND APPPOVALOFTHECltt. NEITHERPARCELSHALLHAVEAPROPERTYOWNERS /S CATION OWNING ANY PC— OF THE PROPERTY . 4. EXCEPT ASSPECIFICALLYNOTEDONTNISRAN. DEVELOPMENTOFTHEPROPERTYSHALLSECONSISTENT WRHMEREQUIREMENTSOFTHELITYOFOCOEEDGOEDFORGINANDES (THE CODE ).WHICHCODE INCLUDES CHAPTERIBD ,THECRYOFOWEEIANDDEVELOPMEWCO (THE LANDDEVELOPMENTOODE I. 5. NOTHING HEREIN SHALL BE CONSTRUED TO WANE AW PROVISION OF THE LAND DEVELOPMENT CODE EXCEPT TOTHEEXTENTEXPRESSLY SETFORTHONAWAJVERTABLEOREXRpF SETOUTONTHEPLAN. & ANTD ECAUSEDTI3M BLICSTHEETSASANESULTOFTHECONST TIONACTNMESRELATEDTO TIE PROTECT SHALL BE PPOMPRY REPAIRED BY THE WLEVMTOWNER PERFORMING THE CONSTRUCTION TD THE APPLICABLE GOVERNMENTAL STANDARDS AT THAT OWNER'S SOLE COST AND EXPENSE. 1. THERE SHALL K ND ACCESS FROM THE PROKR MANY R KB STREETS EXCEPT AT THE APPROVED LOCATIONS SHOWN ON THE APPROVED FINAL SUBDIVISION PAMFINAL SITE PLAN. & ALL EXISTING STRUCTURES ( INCLUDING BUILDINGS POWER UNES. EXISTING AERIAL AND UTILITY FACILITIES. WITH THE EXCEPTION OF THOSE IN EXISTING POWERUNE EASEMENTS) WILL BE REMOVED MGDR TERMINATED PRIORTOORDURBK9OWSTHUCTIW OF THE DEVELOPMENT REPLACING T USE& 9. DEVELOPMEWOFTHISPROPERWISSUBJECTTOTMTCEMMORpNALDEVROPMEWAOREEMENT IAMB AT CROWN POINT PUD) DATED INM2D13 AS RECORDED IN OFFICIAL RECORDS BWK1 B54T, PAGE 4817 AND THE FIRST AMENDED DEVELOPMENT AGREEMENTDATED &252014 AS RECORDED IN OFFICIAL RECORDS BOd(1D20. PAS W0 . MBLO REWRDSOF ORANGE WUNIY. FLORIDA 10. INTE W IONALLY DELETED. 11. PARONGFORINDMDUAL LO TSSHALLBEPROVIOED INACWUDMDEWRHTHELANDDEVELOPMEWCCOE. 12. EACH FIRE HYDRANT MALL BE PNNIEDOSIUYELLOW IN COLON ANDABWE REFLECTIVE MARKER SHALL BE AFFIXED TO THE STREET IN TIE CENTER OF THE LANE CLOSEST TO EACH HYDRANT. 13. THE OWNEROFEACHPMCELSHALLBEPESPONSIBLEFORNSTALLNGREU9 L[N SALONGWRHTHEOTHER SUBONSCN INFPASIRUCTUFE AT SUCH TIME AS REUSE WATER IS AVAILABLE TO THE PROPERTY, THE OWNER OF EACH PARCEL SHALL BE RESPONSIBLE FOR CONNECTION TOME REUSE SYSTEM LINES. 14. PURSUANT TO THE LAND DEVELOPMENT GODE. ALL SUBDIVISION SIGNAGE MUST BE CONSISTEW WITH THE LEGALLY ABSICKE0 NME OF THE SUBGNISION. AW SUBSEQUENT CHANGE TO THE NAME OF TIE SUBDIVISION MUST BE APPROVED BY THE CRY COMMISSION OF THE CITY. 15. TO THE EXTENT TIE LAND USE RAN AND THESE CONDITIONS OF APPROVAL CONFLICT WITH TIE LAND DEVELOPMENT CODE. THE PROVISIONS OF THE LAND USE RAN AND THESE CONDITIONS OF APPROVAL SHALL CONTROL 1B. TO THE EX TENT ANY LIFT STATIONS ARE REWIRED ON TIE PROPERTY THEY WILL BE CONVEYED TO THE COUNTY ATTHE TIME OF PLATTING. ALL SUCH LIFT STATIONS SHALL BE FENCED WITH BLACK VIWLCHAIN LINK FENCE. WITH POSTS AND BAILS PAINTED BLACK AND SHALL BE SET BACK NO LESS THAN AS FROM PINY STREET. SUCH LIFT STATIONS SMALL ALSO BE SCREENED CORM A HEDGE -TYPE SHRUBBERY. SUCH AS VIBURNUM OR mUSTRUM. 17. EXISTING TREESEpHTFEET (MOFUMER(OTHERTHMC- BMEESOP TRASH MEES)LWATEDALONG PROIpSED LGOATIONSOF SUFFER WALLS.IF MY, DR POM RKBTT #-WAY UNES WILL BE PRESERVED IF AT ALL POS. ISLE; THE BUFFER WALLS AND MOMS WILL K DESIGNED APWND THOSE TREES TO INGORMRATE THEM INTO REWIRED IANDSCME BUFFERS AND AS STREET ME— 18. TH EEXISTIM GRADES ON INDIVIDUAL LOTS CONTAINING PROTECTED ME. WILL BE MAINTAINED AS MUCH A9 PO SSIBLE TO PRESERVE EXISTING PROTECTED TREE& FOR LOTS OR TRACTS CONTAINING PROTECTED TREES. THERE WILL BE NO GRADING OR OTER CWSTHUCTON ON THE SMIE EXCEPTAS SPECIFIED IN THE APPROVED FINAL SUBDWE" PLAMFINAL SITE PUN. UNTIL BUILDING PERMITSARE ISSUED MR THOSE LOTSITMACTS 1S. REMOVAL O ARE STAKiPPO TREES BE LWIN PLAMFINAL SITE PUN. . ALL L CLEMINO ROAD X -WAY AND RETENTION AREAS AS DETAILED LED IN N THE PENAAL L SUBDIVISION ll E EXISTING PROTECTED TREES ON INDIVIDUAL LOTS MD TRACTS WILL BE EVALUATED AT THE TIME O SALE PLAN PEVIFW FOR THAT LOT OP TRACT, TO DETERMINE WHETHER OR NDT EACH THEE NEEDS TO BE REMOVED. A. N ORDER TO ENSURE THAT M MAW EXISTING EXISTING PROTECTED TREES AS POSSIBLE WILL BE PRESERVED, ALL MOM RIGHTS# -WAY AND RETIE WIND AREAS WILL SE FLAWED FOR REV BY THE CITY PRIOR TO ANY PROTECTED TREE REMOVAL M CLEARING PERMITS WILL BE ISSUED FOR SITE WORK OR BUILDING WNSMUCTpN UNTIL ME TREES TO BE PRESERVED HAVE BEEN CLEARLY MARKED WITH TREE PROTECTION BARRIERS. 21. NO PERSON SHALL UNDEMTME LAND CLEARING OR THE REMOVAL OF ANY PROTECTED TREES WITHOUT FIRST OBTAINNG A PERMIT FROM THE MRW IND DEPARTMENT. THE REMOVAL OF PROTECTED TEPEES SHALL SE MNIMQED TO THE MAXIIMM EXTENT POSSIKE AND NO MTIONIZATION SHALL BE GRANTED TO REMOVE A PROTECTED TREE IF THE OWNER REND EBTING REMOVAL HAS FAKED TO TAKE REASONABLE MEASURES TO PRESERVE THE PROTECTED TREES W ITS PARCEL 22. THE FINAL GRADING MN WILL PRESERVE EXISTING GRADES ON INDIVIDUAL LOTS AND TRACTS CONTAINING PROTECTED TREES AS MUCH AS POSSIBLE. 23. ALL LANDSCAPE AREAS WILL BE IRRIGATED AND HAVE AN AUTOMATIC RAIN SENSOR 24. All CROSS ACCESS, UTILITY AND DRAINAGE EASEMENTS SHAM BE PROVIDED PRIER TO OR AT ME TIME OF RArnNG 2& ALL UTILTTES WILL BE PLACED MOUND EXISTING PROTECTED TREES TO BE PRESERVED. 26. WITH THE EXCEPTION OF ANY UTILRRES LOCATED IN THE EXISTING POWERUNE EASEMENTS, ALL UTILITIES INCLUDING ELECTRICAL CABLE. N, AND TELEPHONE SHALL BE PLACED UNDERGROUND. 2T. NTEWpNALLY DELETED. 28. INTENTIONALLY DELETED. 29. DRAINAGE EASEMENTS BETWEEN LOTS AND TRACTS ARE SHOWN FOP LOCATION ONLY. FINAL EASEMENT DIMENSIONS WILL BE SHOWN ON THE FINAL SUBDIVISION PLANTINAL SITE RAN MD WILL BE SIZED TO MEET CITY REQUIREMENTS, S0. APERPETUAL.MN£XCLUSNE ACCESS EASEMENT OVER ALL INTERNAL ROADWAYS AND OTHER PAVED AREAS IS HERESY GRANTED IN FAVOR OF THE CITY AND OTHER APPLICABLE AUTHORITIES FOR LAW ENFORCEMENT, FIRE AND OTHER EMERGENCY SERVICES. THE CITY MAY REQUIRE THAT EACH OWNER EXECUTE AN EASEMENT IN RECONBASLE FORM WITH RESPECT TO THE FOREGOING 31. AN EMERGENCY ACCESS EASEMENT TO THE RETENTION PONDS AND OVER ALL DRAINAGE EASEMENTS BROWN HEREON IS HERESY GRANTED TO THE CITY FOR EMERGENCY MAINTENANCE PURPOSES. THE EMER(ENCY ACCESS EASEMENT WILL NOT IMPOSE AW OBLIGATION. BURDEN, RESPONSIBILY OF UMILRY UPON THE CRY TOE R UPON THE PROPERTY R DOES NOT OWN OR TAKE ANY ACTION TO REPAIR OR MAINTAIN THE DRAINAGE SYSTEM ON TIE PROPERTY. 32. INTENTIONALLY DELETED. b. INTENTIONALLY DELETED. %. INTENTIONALLY DELETED. S5. FINAL STREET NAMING WILL BE COORDINATED THROUGH THE CITY OF OCDEE AT THE TIME OF FINAL PLAT SUBMITTAL 36. INTENTIONALLY DELETED. 37. INIENTp MUY DELETED. 38. IN THE EVENT GATES ARE INSTALLED W THE PRIVATE ROADS TILE BATES AND SUBDIVI NSWLLL COMPLY WITH ARTICLE VIII. CHAPTER %OF THE ORMVE COUNTY CODE FOR GATED COMMUNITIES PS WELL AS ANT AMENDMENTS TH ORANGE THAT MAY BE ENACTED PRIOR APPROVAL OF THE FINAL SUBDIVISION PUN. COMMUNITIES. IN THE EVENT NT REGG COUNTY RESCINDS OR CEASES TO HAVE REBULATIONS FOR GP CO MMUMO NITIES. THEN THE PEBULATpN31N EFFECT AT THE TIME OF FINAL SUBDNO U W V ISN PLAN APPAL SHALL CO ALL REF BE SAIOW TER TDTHE COUNTY SHALL BE DEEMED TO REFER 10 THE THE CITY FOR R RUMPOSES OF THIS S MEW REODIIREMENT. EMENT. S9, EACH OWNERSHALLWNSTRUCTAPPP MKI CURBSCUTSTOENABIECONSTRUC NOFMMPSATALL RIGHTSDF-WAV INTERSECTIONS (MD OTHER AREAS AS REASONABLY REQUIRED) IN ORDER TO ACCOMMODATE ACCESS TO SIDEWALKS PAID STREETS FOR PERSONS WHO ME IN WHEELCHAIRS AND OTHER PERSONS WHO ME PWSICALLY CHALLENRED, SIDEWALKS ABUTTING EACH PUTTED LOT OR TRACT S14LLL BE GONWHUCTEDATTHETIMEOFDEVELOPMEWOFTHELOTORTRACT. WHENSOEWALKSARECONSTMCTED ON CORNER LOTS AT CERTMN LWATIONS. THE SIDEWALKS WILL K EXTENDED TD THE CURB AND THE APIMPRAIE RAMPS WILL THEN BE CONSTRUCTED. SIDEWALKS ADJACENT TO COMMON AREAS SHALL HE CONSTRUCTED AT THE TIME OF PERMANENT CONSTRUCTION OF AGUCEW COMMON AREAS STORMWATER MANAGEMENT SYSTEM 40. ALL RETENTION PONDS WILL BE UNFENCED WITH MAXIMUM 5:1 SIDE SLOPES INTO THE POND. 41. THE DEVELOPMENT OF THIS PROECT WILL INCORPORATE THE STORMWMER NEEDS OF ALL PUBLIC POADS WITHIN THE PROJECT, 42. ALL BUILDING SETBACKS FROM ALL RETENTION THEM SHALL BE FIFTEEN FEET (151 FEET FROM THE TOP OF THE BANK 4S. UNLESS OTHERWISE SPECIFICALLY PROVIDED FOR. THE SWMS. INCLUDING ALL PIPES. INLETS. MANHOLES STRUCTURES AND RETENTION PONDS, WILL BE OWNED, OPERATED AND MAINTAINED BY THE OWNER OF THE PARCEL IN WHICH THE STRUCTURE EXISTS. 44. NOTWITHSTANDING ANY PROVISION To THE COWRMY CONTAINED IN THESE CONDITIONS OF APPROVAL EACH OWNER SHALL REMAIN RESPONSIBLE FOR THE MMNTENAME OF STORMWATER MANAGEMENT FACLITIES LOCATED ON THEIR RESPECTIVE PARCEL INCLUDNB ALL RETENTION PONDS. UNTIL SUCH TIME M: L THE ENTIRE SWIMS FOR THE PROTECT IS CONSTRUCTED AND THE APPROPRIATE CERTIFICATE OF COMPUIKN IS ISSUED BY BOTH THE CITY AND THE &NWMD: ft IWENTNALLY DELETED; N. INTENLpNALLY DELETED: N. THE CITY HAS BEEN PROVIDED WITH A COPY OF EACH OWNERS PROPOSED MMWENANCE RAN WITH RESPECT TO THE SWMS: MD Y. INTENTIONALLY DELETED. 45. INTENTIONALLY DELETED. 100 YEAR FLOOD PLAIN M. ALLFINISHIED FLOOR ELEVATIONS WILL "GEED THE 100-YEM FLOOD ELEVATIONS A MINIMUM OFTWO FEET (P). THE 100 YEAR FLOOD ELEVATION SHALL BE THE HIGHER OF THE FEW EWABLMHED ELEVATIONOF THE AOUCEW WATER BODY OR THATM DEIEflMNED BY THE PPOJECTS SWMS DESIGN. 4T. THE OWNER SWNICOMRYWRHALLM WQ MENISOFTHECMY OTHERGOVERNMEWALEWRIES WITH JURISDICTION TO PROTECT THE WETLANDS BEING PRESERVED AND TO PREVENT MY DISTURBANCE. SRTMON, OR OTHER CONSTRUCTION BELOW THE NATURAL WETLWD LINES. FURTHER. THE AREAS BELOW THE NATURAL WETLAND LINES SHALL BE FENCED OFF (MD SILT FENCES SHALL BE INSTALLED) DURING ONSTRU IDIN ACTIVITIES IMMEDIATELY ADJACENT TO THE WETLANDS. IN ORDER TO MINIMIZE DISTURBANCES OF THE WETLANDS DURING CONSTRUCTION. 4B. WETLAND AM EXISTING SURFACE WATER IMPACT FOR THIS PROPERTY IS REQULATED BY SJPIWMD MD THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION. GENERAL OR INDIVIDUAL PERMITS ARE REWIRED 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 JUFISDICTIONM_ WETLAND LINE W THE SITE AND ESTABLISH A TWENTY -FIVE FOOT (2S UPLAND BUFFER FROM MAT LINE. DEPENDING ON THE RESULTS. THE CITY MAY ALSO REWIREACONSERVATIONWDMN EASEMEWOVERAWWETLANDS ORADJOININGCONSERVATION AREA THE USABLE AREA OF THE SITE WILL BE REUUCED BY THIS ACREAGE AND ALL DEVELOPMENT CRITERIA WILL BE REDUCED FG MNTXGNATELY. PRIOR TO OR AT THE TIME OF DEVELOPMENT OF MY PORTION OF THE PROPERTY. F A CONSERVATION AND DRAINAGE EASEMENT IS REWIRED. THE OWNER SHALL CONVEY TO THE CRY THE CONSERVATION AND DRMNME EASEMENT. THE FORM OF WHICH SHALL BE APPROVED BY THE CITY PRIOR TO THE CON ILYMCE. W. ALLWMWACIALLOTSWILLBEAMNIMWOFOW (1)ACMINSQE 51. ALL COMMERCIAL LOT USES SHALLCWFORM TO THE MASTER MCHRECNMI. MGNAGE, LIGHTING AND LANDSCAPE PACKA. PLANS. WHICH WILL PE PROVIDED WHEN THE FIRST COMMERCIAL LOT IS DEVELOPED MD WHICH WILL BE SUBJECT TO APPROVAL OF THE CITY. SINGLE-FAMILY RESIDENTIAL PROJECTS U. INYENTXNALLV DELETED. 53. INTENTIONALLY DELETED. MULTIFAMILY PROECB %. ALL MULTIFAMILY RESIDENTIAL BUILBM"'COMPRISED OF THREE 1 OR MORE DWELLINO UNITS. REGARDLESS OF BWARE FOOTAGE OR NUMBER OF STORIES. WILL INCLUDE AUTOMATIC FIRE PROTECTION SYSTEMS. S5. INTENTIONALLY BELLTEO. R. THEMULTNFMILYMH OFTHEPPOJECTWILLCOMPLYWIISl -NBISOFTHELMDDEVELOPMEW ST. INTENTIONALLY DELE M. INTENTXNA L DELE 59. FOR MVELOPMEWORREDEVROPMEWOFRLOPERWLWATEDOUTSDETHEOCOEECOMMUNRY REDEVELOPMENTMU (CRA)BUTWITHINTHEWEKIVASTUDYAREA( WSA )BOUNDARY. ANDWITHTHE EXCEPTION OF A SINGLE-FAMILY HOME ON M EXISTING LOT. THOSE PORTIONS OF PROPSGOES THAT DO— AT LEAST WE (1) OF THE THREE 13) FOLLOWING RESOURCE& IB MOST EFFECTIVE RECHARGE MRAS. BI) KARST FEATURES, OR BM SENSITIVE NATURAL HABITATS INCLUDING LONG LEM PHE, SAND HILL XERIC OM SCRUB. OR SAND FINE SCRUB VEGETATIVE COMMUNITIES ARE BE SUBJECT TO A MINIMUM THIRTY-FIVE PERCENT 135%) WEIOVA OPEN SPACE REQUIREMENT. W. OPEN SPME REWIRED TO BE PRESERVED WITHIN THE WSA BOUNDARY IS DEFINED AS ANY PORTION OF A PARCEL OR AREA OF LAND MAT REMAINS UNDEVELOPED. OR MINIMALLY DEVELOPED. SUCH AS TRAILS AND BOARDWALKS AS PAW OF A NATURAL RESW POE PRESERVE OR RECREATION AREA = MWATER RETENTION AREAS THAT FOLLOW BEST MANACEME W PRACTICES (IMPS), UPLAND BUFFER RETENTION SWALES (PER POLICY 11.5), NATURALLY VEGETATED ME.. AND TRACTS FOR PEDESM AN CONNECTIONS. SUCH DESIGN OPEN SPACE EXCLUDES WATERBOUIES, LOTS STREET RIGHTS OF WAY, PARKING LOTS, IMPERVIOUSSUR FACESANDACTIVERECRUTDNAREASNCLUDIMBOLFCOURSES. ALLWEKNAOPEN SPACE AREAS SHALL BE RESTRICTED TO PHd11BIT USE OF FERTILIZER AND CHEMICAL MKICATXNS. BUT MAY PERMIT MECHANICAL METHODS FOR ROUTINE MMNTENAME RULE "84), F.A.C. (WENIVA PARKWAY AND PROTECTION ACT (WPPM'. CH. 389.321(3), F.S.L NATURALLY VEGETATEOSWALES ARE REOUIRED M BE RACED WWIN THE UPLAND BUFFERS WRRWNDIW LAXES OR WETLANDS. THE PURPOSE OF THESE SWALES M TO NPROVE THE WATER QUALITY OF TIE STORMWATER RUNOFF AND ENSURE THAT THE SWALE FILLS AND EMLMATEB INTO ME SOIL SO TUT THERE IS NO SHEET FLOW INTO THE LAKE OR WETLAND. THIS METHOD OF WATER QUALITY IMPROVEMEWSHALLMIMX :THEMSORPTKNAND POLLUTANTREMOMLABILRIESOFANATUML LOW SPOT IN THE TOPOGRAPHY AND MUST FOLLOWALCEPTED BEST MANAGEMENT PRACTCES(BMPS). STORMWATER RUNOFF FROM DEVELOPED LANDS MUDINING WETLANDS, LAKES ANTAOR FLOODPVJN AREAS SHALL BE DIVERTED TOWARDS SWALES, HOLD THE RUNOFF. AND THEN ALLOW IT M SLOWLY RELEASE NTO THE BOIL COLUMN.IWEKNA PARXWAY MD PROl ECTIONACT (WPPA): CN 365.321(3). ESI 61. ARUBLOTPAILTRACT 25FEETINWIDTH, MDEPICTED ONTHEPLWSHALL BEDEDOATEDTOTHECITYATTHE TIME Of PLATTING FOR CONNECTION THROUGH THE PROPERTY TO THE WEST ORANGE TUN. U. THE CRY WILL MAINTAIN THE STREET LIGHTING LOCATED ON FOUNTAINS WE ST BOULEVARD. THE OWNER OF THEM RS AT CROWN POINT APARTMENTS SHALL INSTALL AND MAINTAIN THE STREET LIGHT. LOCATED WITHIN THE APARTMENT COMPLEX ARBOURS AT CROWN POINT PUI CITY OF-E. FLORIDA FOR: MBIXN VALLEY OEVELOPMEW,LLL PREUMINARYMNAL SITE PLAN CONDITIONS OF APPROVAL I. DENEML NDTE4 A. SE. SFULNOTEBAPPLYTOALLSVORKMTHISSETOFgNN WGS. B IT NESPONSBIIIfIY OF THE CONTRACTOR(I( TO ENSUNE THAT ALL NEW IRE O PERMITS ARE OBTAINED AND ARE IN HAND AT THE JOB SIRE EKKR I THE COMMENCEMENTS CONSTRUCTION. CONTRACTOR BHLLLABIDE BY ALL PERMIT CONIRACTORSTOACONONKN ATLEASTEOHALTOTHATUIS ING I MMEDIATELY PRIOR TO THE BCINNING OF OPERATIONS, TO THIS END. THE CONTACTOR SHALL W ALL NECESSARY RUSH -1 OR DRIVEWAY. WALK AND URD9CAPNG WORK. SUITABLE MATERALSAND METHODS SHALL BE UEDFOR R C MMERMLDRDEBRISHS6W EDORFLOWEDINTOORBEENPUCEDIN WRITER COURSES, DITCHES. DRAINS, CATCH BASINS. OR ELSEWHERE AS A RESULT OF THE DDNTRACTMS OPERATIONS, SUCH MATERIAL OI DEBRIS BILL BE REMOVED AND SATISFACTORKY DISPOSED OF DURING PROGRESSO THE WORK AID THE PT IN A CLEAN AND FEAT CONDITION. D. THE C ONRVACTOR BILL MAINTNN ACCURATE AND COMPLETE RECORDS OF WORK ITEMS COMPLETED. E. ALL REQUIRED TESTING RESULTS PDVIDED TO THE ENGINEER. F. ALL REOLNRED ASBUILT NFORNATbN PROVIDED TO ME ENGINEER .ALL OOLUSIENTATW NEEDS TO BE FURNISHED TO THE CITY. N. RECARRED MSNBUL INFIXNMTON A LL PR RGE ENGINEER WITH -- DRAWING DOCUMENTFTON CEPTFED BY A REGISTERED FLORIDA LAND SURVEYOR. THE INFORMATION CONTAINED IN THE ASSUILT DRAWINGS SHALL BE CONSISTENT WITH LE G S CTpN 3. .-B AEWIREME— BILL BE ( CO N SISTENT WI ORANGE COUNTY U BITES REQUIREMENTS, V. SHOP DRAWRD5 AND SEMITTALS A. PRIOR TO THEN CONSTRUCTION OR INSTALLATION, 7 SETS O SHOP DRAWINGS AND CATALOGUE UTERATU%SHALL BE SUBMITTED TO AND REVIEWED BY THE ENGINNE R ECORD POOR SANITARY SEWER. POTABLE WATER, REUSE AND STORM EWER O B NDNIOAL SHOP DRAWINGS FOR ALL PRECAST STRUCTURES ARE REQUIRED. GTALOIXIE LITERATURE WILL NOT BE ACCEPTED FOR PRECAST BTRIACT N. C. PROH TO WOMITTING SHOP CRAV, S TO THE ENGINEER THE CONTTIACTOIi SHALL B.—AND APPROVE THE DAWINGS, AND SHALL NOTE IN RED ANY TONS FROM 1HE ENGINEERS BANS OR SPECIFlCATpN9 FROM THE OCOEE ENGINEERING STANDARDS MANUAL BD (N SETS O APPROVED SHOP DPAW'NNG6 SHALL BE RETURNED TO THE CONTACTOR FOR DSSEMNATION TO OWNER. UTILITY, LOLL JALISIJK:TONMLnGENCIEIL ETC. D. THE CONTRACTOR SMALL DONRRM COMPATIBILITY OF PPE SLOPES AND INVERTS DURING SHOP DAWNED AND MATERIALS ORDERING PHASE OF THE PROJECT AND ADVISE THE ENGINEER OANY DISCREPANCIES. VI. CONSTRUCTION SAFETY A ALLCONSTRUCTKKH6RALLBEDONENASAFEMAN R,SPECPIGLLY,THERULES AND REGULATIONS OF THE OCCUPATIONAL SAFETY AND HELM ADMINSTRATKN ) IFORM TRAFFIC CONTROL DEVICES IMJTCD) BI BE STRICTLY OB9EERRVEDL THE PLCNINDA DEPARTMENT OF OOF I N VB TRENCH SAFETY ACT A. CEINTRACTER SILL E SOLELY RESPONSIBLE FOR COMPLANCE WITH THE STATE OF FEOBDA TRENCH SAFETY ACT. B. WHEREE%CAVATDNSTOA EPLHN%CE59OF E FNE S FEETFEET)ARE THE SL ED, THE CONTRACTOR BILL INCLUDE THE POLDW6D NCRNLATON IN I BI A REFERENCE TO THE TRENCH SAFETY STANDARDS THAT WILL BE M ERECT WRING THE —NCG OF CONSTRUCTION OF THE PROJECT. WRITTEN ASSURANCES BY THE WNM P PERFORMING T TRENCH S EXCAVATION THAT SUCH CONIPACTOR WILL COMPLY WITH THE APPUGBLE TRENCH SAFETY STnIDARDS. IRATE REM IDENTIFYING THE COST OF COMPLIANCE WITCO TE 3. APPLICABLE TRENCH SAFETY STANAR.. C HOT SUBMITTE D. THE CON M IBMIT CONTACTOR MALL BH TIF IIIFORMTbN LISTED IN ITEM '9'TO THE ENGINEER PRIOR ro STARTING WORK VS. SUNVEYDATA A ALL ELEVATION$ ON THE PLANS OR REFERENCE. IN THE SPECFKATIONS ARE BA SED ON NORTH AMERICAN VERTICAL DATUM E IYW. B. THEONTRACTORSHALLPROTMALLPERANNENTREFERENCEMONUMENR NDTAKEALLPRECAU SWCES.MM- 1DDAMAGEM.RVEVMARKERS WRING CONSTRUCTION. ANY SURVEY MARKERS DAMAGED DURING CON ST UITION WILL BE REFACED AT THE E% DENSE OF THE CONTRACTOR. THE PROPOSED RAT WILL E PROWED BY FLORDA REESTERED SURVEYOR. D. BENCHMARK LOCATON AND ELEVATION AR E AS REPRESENTED BY SURVEYOR AT THETIMEOFSIARVEY . CONTRACIOPSHALLVERIFY IS PIRECTESSAT CONSTRUCTION. DL TEMPORARY FACILITIES A. IT BILL E THE CONTPACTJR5 RESPONFRIBUTY TO ARRANGE OR SUPPLY TEMPOMBY WRIER ERVKE. BANRARY FACILITIES AND EIECTRbITT lO T5 EMPLOYEES AND SUBLONDACi WS FOR THEIR USE WRING CONSTRUCTION. B. MUINTENANCEOT " IN THE PUBLIC RGHTHM-WAY SHALL BEIN ACCORDANCE WHTH THE-0 AND FCOT. C BER OPEN RL E IR Y OR AIRETTHE�WAYCKW�vTM BILL VEHbULAR MD PEDESTRIAN TRAFFIC, D. NOTRENCHESORHOLESNEMWAEKWAV NVNCA— NORIHEIR PERMISS H ENS OF THE CT' OR—A DU ME ITHOUT.RRES9 yIV %, NTERRUPTKN O EXISTING UTRHTIES A CUSTOMER BILL. BE BE DONE SO WI A MINIMUM OF O SEVENTY- TWO (r4 HOURNT INTIFFIRUPTION OF SERVICE TO WNIOr AND WRITTEN APPROVAL BT, TEARPPOPRNTE HIMRY COMPANT.IHE o ACTGPR SHALL ARRANGE A MEETING WITH THE LOALJURl6DbTbIWL AGEN:ESSOE�HOWESHNTING�NTIA ESSTHERroPEOFWORK .ALL SYSTEM SHUT DOWNS SHALL BE SCHEDULED BY THE CONHRACT(N AT SUCH NNE AT SYSTEM DEMAND IS LOW, THIS GENERALLY EQUIE9 NIGHTTIME WORK BY THECONTRACTORANDREOARESFULLTIME INSPECTIONEI REPRESENTATIVE OF THE LITILITY. UTILITY GILL E BY IE OVE IONTRCTO. EACH CU N AP A ECTE BT THE SMUT DOWN SILL E PROVIDED, MINIMUM FOF -EIGHT (AB) HOURS WRITTEN HOTFCATON BY THE CONTRACTOR. ARTICPATD TO BE ENCDIINFERED DU CONSTRUCTION MAY RE— DRYING PRIER TO USE AS GCNFIU AND THE CONTRACTOR MAY HAVE TO IMPORT MATERIALS, AT NO E%TM COST. FROM OFF SITE TO MEET THE RMUIREMENTS FOR � DELL C. LEAP APBAS MOICATED SHALLBE COMRETELYCLEAROFALLTIM .R.SFUSH, STUMPS. ROOTS, GRAN% WEEDS RU6BISHAND ML OTHER DEBRISAND OBSTRUCTION I RESTING ON OR PROTRWNG THROUGH THE SURFACE DE TIE LYpI1ND.THIS DEBRIW SHALL E DISPOSED OF IN A LEGAL MANNER. BURNIN(GOF TARS MATERIAL I9 NOTPERMIITD UNLESS THE CONTRACTOR OBTAINS SPECIFIC c NIIY. D. SS FLL FROM THE E SITE9HALLEaTW%PA£D BT THE CONTMCTOi.IUA OCATION DETERMINED BY THE OWNER O TIE OWNERS =PRESENTATIVE AND THE ENGINEER E. ALL GRGAMC AND OTHER UNSUITAGE MATERI IN BUDING OR PAYEENT G EOTEC ALLBE EPOT MOOMME AND %N. SIGNING AND PAVEMENT MARKING NOTES ALL PAVEMENT MARKINGS WITHIN DOT, CITY OR COUNTY RIGNT-0E-WAY SHALL. MOPLASTL. B. SHALLBETNEPMGRASTp . ALLOTHEq S1RPING SHALL BE PAINTED UMESS OTER W YI E SPECIFIED. C. ALLPAINT USED FOR PAVEMENTMARKINGS SHALL CONFORM TO SECTION 971.13 OF THE FCOT STANDARD 9PECIFKATONS FOR ROAD AND BRIDGE CONSTRUCTION. EDI TION SSRSC). ALL PAINTED NARKNGS SMALL E APPLIED IN WITH SECTION 7100E THE MCO fl9RBC AND THE MANUAL FOR UNIFORTRAFFIC COMRI DEVICES NIUTCD). PAINT MAr CNLY BE USED FOR PRIVATE DEVELOPMENT IMPROVEMENTS OR AS TEMPORARY MARKINGS. C. THEGIOPIASTD TRAFFIC MARKINGS BILL CONFORM TO SECTKH 1114 OF THE FOOT IC M AlpD BASED MADIN ACCORDANCE SINLL aE USED. THERMOPLASTIC MET .A NS E BE APPLIED IN ACC WITH ECTW 711 OF THE AND THE M.RCD. E T HECT AIVE 11 OF TENT MA MI BE INSTALLED IN CONDRMNE WI B 7011 OF THE FOO SBABC. T BED. F. ALL TWJFICSpNS BILL 9ELONSIPUCIEDOHREFPECTVE MATERIAL pNDBE'STANDARO BIEE AS ESTABLISHED IN THE MUTC MILLED. STOPBM9TD.A SPCC 8 S OA RE DESIGNATED BY APPROPRBEHIND CROSSW (ATE H. HANOCM PARI(ING SPACES HALL B OESIGIIATE PAVEMENT MARKPIGSANp BpNe. CONTRACTONTS SOUS PESPONSIBRIIY TO ENSURE THAT ALL RAMP TEXTURED COMFOPMNAINCHO &IOEWAU( LONGITUDINAL AND CROSS SLOPES ME N E WITH LOCLL, STATE AND FEDERAL ADA STANDARDS. MATS MUST E SCREWED DOWN OR IMPEDDED IN THE CONCRETE. CONCRETE FORMED RAMPS W. ALL OFF ? SITE DISTURBED AREAS SHALL BE RESTORED TO PRE- CONSTRLCTKN CONDIII(INO�BETTER. % . ISLANDS BMALL CONTAIN SUITABLE LANDSCAPE MATERIAL FOP UNDSCME MSTMLATKN. REFERENCE LANDSCAPE PLANS FOR DETAINS. T. ELEVATIONS O GRASSED MFRS ARE GIVEN AT FINISHED 5001 SEED GRADE. PRIOR TO SEND SEED IN9TALLATbN, THE PREPMEO AREA SIN AL. FINISHED AT INCHES BELOW TOP OF CLNB, ADNCENT BIOEWAUGI. OR ANY PAVED SURFACE. L ELEVATIONS GIVEN ADACENT TO CURD OR FRONT OF SIDEWALK ARE CONSIDERED PA PAVEMENT SPACES. E SHALL E FREE OF MOCK STUMPS, ROOTS. UNERBRUSK VEGETATIVE MNTTER, GARBAGE, LASH GRANT MATERNL THATWLL NOTPOVIDEASURpBLE STABLE. CLEAN SIJAGMDE AB. ALLSUDRADEBAECOUISE.PNIMECART. TACK CO,ATMDAEHALT MAtERIAL9 MIL m IN ACCORDANCE WITH FOOT STANDARD SPECIFIOATIONS BEFORE [TlOrvl. D A TRIFTKXNO ASPHALT SURFACE, AJDB ANN FORMULA SHALL BE SDMRACT RS TO THE ENGINEER. AG. C NE-I TO STING BE R AGE ST BLEPO ES O R SY LODEM TO SE RIEVIN TEENS TO STING DRAINAGE STiR U R SWAYS ARE EN C PERRORED. M. PPELEN M 3 58 PRESEM RUCTURE9 AND FROM SALD OF E ESB AU -SA ONA LME6 CNR COVERTS O ENO WALLS AM / OR MITERED END 9E CTIONe. M REINFORCED CONCRETE STORM DRAINS AND CILVETRTS SHALL BE FOR ROND PPERUBBERGFSIG :TSMEETINGTHEREWMEMENTSOF.CT A3o-TA, IE 1.5 ANDN2-L FLORIDA DEPARTMENT OF TRANSPORTATION. STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONBTBUCTKN. SHALL BE USED. A SIORMSTMICTURESSHALLBECONSTRUCTEDAWINSTALLEDPERDOT UST O NN. GRATES IN PAVEMENT SHALL BE FRAME AND TRUCTpN INU69 OTHERWSE SPECNEDOR APPROVED. A STRUCTURESOTTOMSSHALLBERWMTUMESSOTHERWIE 6PECPID AND SHALL HAVE A A.DOT MINIMUM ONMETER. Al. %ENFORCED CONCRETE PPE SINLL MEET THEEWIREFENTSO FA.O.T. MILLER \ EGG w � 7 1M1 D. CONTRACD ST THEIR YYII STANGM EI wUr EWNiEMENTS. IN:LHDING BUT MDTLIMITED TO, WATER, SMITANY SEWER. POWEH. NATURAL GAS, TELEPHONE AND CABLE TV C ARIES. SUNSHINE STATE ONE CALL OF FLORIDA INC.: CALL TING FELL BUSINESS DAYS (BUT NOT MORE THAN FIVE) B ETO CORD OLITWHERE BURIED FACILITIES (ELECTRICAL. GAS, CORIVMTOR O N ANY WORN( N THE VSINITY OF OVERHEAD OR UNDERAROIND PONVER `IVES. a. TOR SMALL VERIFY PROPER CLBARANCF.LOW EXISnNGOVERHGD POWER U PRIOR TO WORKING WITHIN THE VOIMTY OF THE POWER LINES. H. ALL IN SPECTIONS WILL BE MADE BY THE RESPECTIVE GOVERNING AGENCY. THE NOINEEN OF RECORD WI LL PROVIDE DENSTHUCTION OBSERVATION SERVICE, 1. ALL RECOMMENDATKNS AND REQUIREMENTS OF T INSPECTION PERSONNEL OTHER THAN THE OWNERS BILL BE REPORTED TO THE ENGINEER PRIOR TO MATbN. COMPEN— WLL NOT BE ALLOWED FOR MONK WINCH S HOT Al1THOHRED BY TIE ENGNEER OR O W NER j ALL WORN SHALL SE OENAND RUBFCT TO N9PECTION BY AL THORIDED FENSONNEL OF TIE Ott, OWNER INVOLVED UTILITY LAMES. PRI31E1 ENGINEER AND RECEILATORY AGENCIES. K ARVDFFERBD 611E CONDITKNJS FROM THAT WHICH IS EPREENTEDHEREW, WIEIHER ABOVE ON LR BELOW THE SURFACE OF THE GROUND, SHDUD BE TO TIE IMMEDIATE ATTENTION OF THE ENGINEER AND THE OWNER IN WRITINGTN3 —1. FOR E%PENSE91NCU INCURRED BY THE CONDRAGTN DUE TO FERN G SIRE CONDITIONS MILL BE ALLOWED IF THE CONTRACTOR FARES ro NOVICE THE REWIRED WRITTEN NOTFICATIONOF SHUN CONDNpN6 FOR EWEW BV THE ENGINEER ANUTE OWNER. L THE CONTRACTOR SMALL IMMEDIATELY NOTIFY THEEHOIIED nSrRFPANCPR crV Run IUTwEFNTHE DRAWINGS ARID THE FIELD UOIDTICNS BODIES, WETIM'DS AND PROPERTIES FROM DAMAGE BY BEOMENTAION OR OTHER POTENTIAL COVSTRUCTION RELATED CAUSES. O. CONTRACTOR SHALL E E%7PEMELYCAUT—YIHDMOMQNGNMRTEES WHICH ARE TO E BAVD. NETHER SHOWN ON THE MN CR DESPNATED IN THE FI ELD. P. MCTOH6HALL.PESIONSIBLE DRFURMSMNO PROPER TRAFFIC MA INTENANCE AND CONTnOUS N ACCORDANCE WITH MWLATCNY STANDARDS. WHEREA TRAFFIC MMINTEMNCE PLAN IS EOUIRED, THE CONTRACTOR SHALL PRE PMEA ND eUBMIT THE PAN FOIi APPRON'ALro ALLAPRICASIE REWUTEY AGENCIES. O _ . CT HEFI M. RGHIT OMWINGS PRIOR TO ., AND SILL-1 THE OWNER AND ENGINEER IMMEDIATELY OF ANY DIFFEREM:E9. R THE CONTACTOR BILL E ESPONSIF. FOR CGIAINPNG THE EESSARV TESTING M INSURE TIT THE PROPER CACTIN HAS BEEN ACHIEVD CN THE SUBGHADE, BASE MTPAL RIFE CASE ITERALAAOALL OTHER PERTINENT AREAS THAT HAVE BEEN CONAETED. THE CONTACTOR SINLLBMR ALL COSTS ASSOCIATED WITH TESTING AND RETESTING THE AREAS AND SHALL PR CODE THE ANDTHE ENGINEEROWESMALLTESTRESULTS .ALLEPO ME O E SIGNED AND SMILED BY REGISTERED OEOTNIG ENG CHLNEP IN THE STATEOFLORKIA. N. PIEDCNSTRIX:TION RERMNMBLIITES A TECITYWLL CIDT TARO PRECONSIAUCTbN EETMGS; COSHED AI CITY HALL WIN ALL THE PLAYERS AND CE IN THE FIELD WITH THOSE THAT ME RESPONSIBLE FOR Y WORK UPON ECEPTOF NDTIDE O AWARD, THE CONTMCTO SHRILL ARMNOE A PRECONSTPUCTON CONFERENCE TO INCLUDE OWNEF, THE ENBNEERAND ITSELFENCIE6. ALLAFFECTED UfLIIYOWNEE. TE B. CONSTRUCTION HECW NGEACH HARE BF RBwIEDro6HDMITA 9TEW1pN SCHEDULE DEPICTING EACH PHASE O TEM'OWt. C. FRp NINp RI N,TIECONTPACTOi6ILLVE RN ESIZE. LOLATpN�ELEVATbN. AND MATERIAL O ALL E%pTNG UTILITIES W RMN THE MG D. E%SIING UTILITY LOCATIONS BHOMN W THEE PANS ME —MATE.THE INEER ASSU MES NO RESPONSSIJTY FOB THE AW URACV OF EX1S1ING 61gWNORFORAN SPONSIBLEFO ESNDT6HDWN. E THE S PER, WHI PSNNL.ESPoN519LE FORDMAGETO EI(ISTNO H FAILS ro MAF FORGAM L FROM THE tI JTIOMEN. THE OR15 RESPONSIBLEMWELL FOR DAMAGE roANT E %(STING UTUT"SIES " WHIC"H ARE PROPERLY I[7GTED. F T EX AM I W ITH THE PROPOSED C W 61ARK:lpN O CRTD ro E O A SpE OR MTRmI GFFEAENT FRONO M THAT SHOWN ON THE PLANS: THE LONTMCTOi SILLINIMEOATRT NOTIFY THE G. THE LOCATIONS OF EXISTING UILMES AND STORM DRAINAGE MOWN ON THE PLANS HAVE BEEN ETRMNC FROM THE BEST INFOVMTDN AVANABLE AND EN FOR RES THE CONVEMfNCE DINSACTOP. ENGINEER ASSUMES HO PONSIRNTY FOR INACOUMCY. PRIOR TO THE START OFANY WNUTRWTION ACTIVITY, IT 9HLLLBE THE CONTMCTdiS PE TO MIK E NOEMENTS FOR THE FREDL C = 8 R ANSP ONSSIIJTY DFORANT' ELCCATION90F THE VARIOUS EXISTING UTKITE9 WI E M T U— GIVERS, WHIOH6TNLL BE DONE IN TIELY A M MAN TO NER MIMMDE IMPACTON CONSTRUCTION H N SEDAE. ANY DECAY CAUSED BY THE CONTRACTOR BY THE ELOGTIONOf UTILITIES SILL E INCIOEMALTO THE COAMCTAHO W E%TM LOMPENGTpN WILL E ALLOWED. N. !%KcTCOEOUT A. DURING CONSTIIICT%IN, THE %REACT SITEANDALL ADACENTAR EM SILL. NANEY,TnMACLFAN MINIVER. UPWFBALCLEAN TEPROJECT SITE LLeE IFFY CIFM OF ALL SHAPLUS MTRIALOR 1M9H.THE PAVED E OR AREAS SHALLBE SWEPTDR DEAN. _ AND B. NGINEE EN. E OR THE E WVERNINGA ENCY. ANY PUBLIC ORPRIVATEBV THE PROPERTY DAMAGED BY ITS WORK EGURIAENT,ENR EES OR THOSE OF ITS %I. EARTMCR A. IT IS THE OTNTMCTOPS RESDN..._ TO ETPMME E,UNTN_ SITE ITIOHS OF SOB WINING THE BID PREPARATION TO DETERMINE IF ANY EF -SIRE MATERIALS WILL IM� NEED TD BE ONTED TO ACHIEVE THE GRADES — .1FE THE P AN9. B. Bp PREPARATION, THE CONTRACTOR MUST BECOME FASSAR WITH THE %RIOT _NA LL SITE, THE LINT AND DEPTH E EXPECTED ORUMIC MNTIl ADE LA FB OF SITE AND TER TDA B HE RE QUIRED FROM M LAL DOF —SITE ANT DELAY, INCONNEHIFNCE O EXPENSE CAUSED TO THE CONTRACTOR CIE TO COAT BYVESTDATTON O EXISTING CI1bNS BILL E INCIDENTAL TO THE CONTRACT AND NO EXTRA COMPENSATION WILL BE ALLOWED. THE MATERALS %111. PAVING GRAONp MDPANAGE NOTES A. CONTRACTOR AD— SITE AS M. ANY REPAIRS TO EXISTING SITE ELEMENTS NCWCING PAVEMENT. SID EWALKS, CURDNG, DRAINAGE, SANITARY SEWER, WATER. IN G E AND STR IPING HALL S BE INCLUDED IN THE BID PRICE. N. ALL CURB MEIAN AND ARE TO EDGE OFPAVEMENT. C. PRKN TD BACKFlLLINI TIE DPAIIGE SYSTEMiHECONTRACTOIRSILL HOTFY HEE NGIMEE AIDLOCALM SDICTlONALAGENCIESDRNSPECTON. p. UL ST9b ANDPROPOSEDUTILITIESSHALLEADNSiDMN WRNSH LAMES AND %OPENLY SET ro PAVEMENT CDSS SLOPE AS REWIRED. E. ALL UTUTIE6 BILL. BE COMPLETED OR BLEEVNG PROVIDED BEFORE ANT PAVEMENT CONSTRUCTION .GIN.. F, GRADING FROM PROPOSED TOEXISTIN(3 CONDIIbN65HALLNOT. STEEPER THAN9H:IV NOR RATTER 2N11V UWLE999PECIRD ON THE PLANS. ALL SWAUFS AND _- BALL E SO00D AFTER GRADING (SEE NOTE IV IS). G. IF THE PUNS IN TE DICA A STABILGEO SUBSRADE IS TO BE USED. IT SHALL RIVE A MINAUM LBR VALE O w OR AFBVO S AND SHALL ACCORDANCE IN ACCORDAN WITH F.D.O.T. SPECPICATION5, SECTION RNI R IS THE CONTACTORS RESPONSIBILITY TU SUBMIT TO THE ENGINEER FORAPPMVAL THE MATERIAL TO BE USED FOR THE EDRADE, AND THEIR PROPCBTION6 AND UNBOATOTY CSR, BEFOE DEUVERY SIT OALITY CONTROL UR'9 MAY E REQUIRED BY THE ENGINEER TO THEINFLACE CONDITION. H. MATERIAL HAVING A PLASTOUY INDEX AT MORE THAN 1008 A UNKIND LIMIT TER TIN SILL NOT E LL USED. A M USED FOR STAI NbNG THE %GEED SILL PASS A 3-12 ARCH SIEVE. L ALL REWIRED DENSITY AND— TEST BE.- FOR SUB3RADE -11 BE J. IF THE PONS NDCATE A UMEROCK BADE, THE COI FOR THE LIMERO CASE SILL CONFORM TO THE SPECIFICATIONS, ECHON 200, THE UMEROCK BAS %fix MAMMUNI DENSITY AT OPTMIMt MIX6TlNE, M AJ. PE JANT6 REGARDLESS OF MATER SHALL BE WRAPPED PER FDOT AK A LL _P WD, TRITE Tp THE UHE6 AND GRADES GIVEN, VATH MS OH ITALY UPGRADE AND TOUE END ENTERED INTO THE HUB. WHEN PPE WITH gADRANT REINFOREMENTOR CIRCUAR PPE WITH ELLIPTKAL REIMORCEENT IS USED. THE PPE SHALL BE INSTALLED IN POSITION SUN THAT THE MMIFACTRNED'S MARKS DESIGNATING TOP AND BOTTOM OF THE PIPE SHALL NOT BE MORE THAN FIVE DEGREES FROM THE VERTICAL PIANE THROUGH THE EONOITUDINLLA %la DE THE PPE.ANY PPE TMAT IS NOT TRITE IN ALIGNMENT OR WH NY SETTEMENTAFTR LAYING SILL. TAKEN IP AND REPAID TIONALCOMPENSATpN, AL PVC RIFE SFNLL COFORM TOA6TM D30N SDR %WITH EUSTIMERIG JOINTS. TED. PVC PPE SHALL.I IN ACCORDANCE WITH THE IINF ' EVERPI . A NS1RDWMENEDP MLTKE FFOR WT OFPVCSEWERPPE• 1A 35 COATED PVG MG LLE NECTEDT ACAMR. CEMTCSIBERN WGSM WALLS COATED ACAPTECEMENT COIAP, PURER BOOT, OR AS APPROVED BY THE ENGINEER, AN. POLYETNYLEE PIPE BILL MAIALT ADSWITH I M A MSHT G ISBYT A5NT0 MNI�WFEEAPPLJCABLEI�ALro ADS WISH OPIAS WITH 1S 1C1DIAMETER BER. YARD CAST IPON GRATES (UNLESS OTHERWISE SPECIFIED). AO. ROOF OLIN CONNECTIONS SILL TERMINATE S FEET STRIDE THE BUILDING ENVELOPE. AP �RDNATE WI THE APPROPRIATE J NNOIOTIION.SLF.WAY SHALL BE %I V WATER RECLAIM D HOER DISTRIBUTION A COI.LECTON SYSTEM -.I A. CLAIM SYSTEMSSILL BE DONSTPUCTEOINCONFORMNCE WITH THE CITVO OWES ENGNEERING STANDARDS MANUAL N. WATER FORCE IN. AND SANITARY SEWER SYSTEMS SILL E CONSTRUCTED IN SPECFHDATIONS MAN UAL E COUNTY UTILITIES STANDARDS AND CONSTRUCTION ENGINEER PRIOR TO THEMPLDATION OF THE PRIME ANU TACK COATS. R IF THE TANS INDICATE A SOIL CEMENT BADE, THE CONSTRUCTION AND THE TERLAL FOR THE COIL DEMENT BARE BILL CONFORM TO THE RECMI NIS OF THE F.D.O.T. SPECIFICATIONS. SECTION z70. THE SOL CEMENT BASE BILL BE CALLED TOA— MANMJMENSNY ATOPHNIEMIMO EN AANNTOT -t XV. UIBTY EPARATIONNOTES CO ROUND WATER -INS INCLUDED IN THIS PROJECT A. N MERpD V. THE ODTECINICAL ENGINEER SHALL SPECIFY THE I. 11 AID LAIOTOPITOVIE: BFAC- 111AIIyRI:E%EPTKNSALLOWEDUNDER NIUMBEfl CF ENSItt TE61S REWIRED. THE ISIS PESHETSSHALL.ACOEPTD BY THE ENGINEER PRIOR TO THE APRKATpN O ME PRIME AND TACK COATS. eB5S91I(5)" 1 HOHIZONTAL ESTANCE OF AT LEAST THREE FEET BETWEEN THE O NCE L. SHAU_8 TPANSPORTDTOTHEMNITWHEREITINTOEUED ,OVER BAS BA P E EVbUSLY ARCED IFPRACTICAOE .ANC WNPED ON THE ENDOTIE PECEDINGSPPGD. HAULNGMERTHESUBGMEANDDUNPINGONTHE SUEDRPDE WRLEPERMITIEOONYWHEN ,INTEENINEERSOPIMW,THESE O TIE WATERMNIN AND TIE WiSIE OANY E %I6TNfGEPROPOED VACTYK SANITARY SEWER. SIOBM SEWER. STORMWATER FORCE ARAM. OR PIPELINE CONVEYING RECLAIMED WATER REDUTATED UNDER PART 0 SRI= . OPERATKNS WILL HOT BE DETRNENTAL TO THE SUBONAOE. M. ALLREWRED DENSITY AND LBR TESTRESULTS FOR BASE COURSE SILL E MEERPRbPTDPACINGASPRALT, N THE PRIME COAT BTTUMM L NINE. MATERIA BE APPLIED BY MEANS OF ENSURE DISTRIBUTOR. THE AMOUNT OF BITUMINOUS MATERIAL APPLIED SHALL BE AT A RATE NOT LESS THAN 0.15 GALS I BY FOR LNERWK BASES AND NOT IFSS — /ST FOR SINLLEMENT BASES. THEMTEOAPPIICATpN SHALL 2 A HORIZONTAL DISTANCE OFATLEAST61KFEET BETWEENTHE STRIDES YHEWAT_INAITD THEOUT OFHOIZONTALDSTA (FAST oagElTY E FEET BETWEEN THE OUTSIDE O THE WATER MAIN THE OUTSIDE NG OR PROPOSED GRAY SANITARY SEWER F THE COTTON O THE WATER MAN WILL. LAID AT LEAST SIX INCHES ABOVE THE TOPOF THESEWD: 4DALS ETHOROUDiLYANDUNIFOiMLY WITHWi HAVNGANY EXCEE COAHO WTIIOUICIMER IATERLLLFORAPERIODOFw HOURSUM -SS TO FORM POOSORfLOW OFF THE RAGE. THE PPIMESHALLBE ALLOWEDro OTHHFAWISE CRDERED BT THE ENGINEER. O. HOB7RVWNWS MATERAL SHALL E APPLIED WREN THE TEMPERATURE OF THE AHERN TEAL DISTANCEOATLFASTSG EETBETWSENTEORSI.O THE WATER M ID NN A THE OUTS O O DE ANY EXISTSJG PROPOSED SSE -TY SANITARY 6EWER.WMTEWATFA FORCE MAIN. ORPELNE PEIIR PE CONVEYING RECLAMED WATER NOT BE.— UNDER PART III O CHAPTERNI FAC.;ANG A IRIS OPN� O THE ENGINEER. THE VN HER CONDITIONS OF THE CONIXTON IN 1. AIbRMONTALOSTANCEOATIa TQ+ N STIING OLPR0POE09N -BE OTHEE%STN[G SUFFAEISUNSUITABLE P TE SURFACE MO PRINEDBILLBECLEMMDDRY .FORUMEROCKSABEB THE CRAZED FINISH SILL BE REMOVED BEFORE THE APPLICATION OF DIME CDAT. THETMPEPATUREOTEPRIMEHATERIAISHALL ..TWEEN100 RGTMENTAHO Ol LSVGTE M.' B. LOCATE. UNDERGROUND WATER NUNS THAT AE INCLUDED IN THIS PHOAECT: 1. THAT WILL CRO65 ANY EXISTING OR PROPOSED GIAVIIY -OR VACUUM P_ DEGREES PAEEMEITAND 150 DEGREES FAHRENHEIT. O. ALL EXROESDENDSOFCUPBSIALLTMNSRpNTOFINNNIMGRADE R. ALL WMFETECURB9, SDEWAII(S. INLET TOPS ETC., SILL BE 3000 PSI SANITARY SEWEN OR STORM SEWER WILL E LAID SOTHE OITSDE OTHE WATRMMISATEGSTSMINCIESABONETHEOTHERPPELINEORAT UEAST 12 INCHES BELOW THE OTHER PIPELINE; AND CONCRETE,UNESBOTHERWISESPECIFIED. B. CONTRACTOR I9 RESPONSIBLE FOR GRACING ALL PAVEMENT TO DRAIN POSITIVELY,IMERS TONBSNALLTRANSITIONTOPRpVIDESM00THDRIWNG SURFACE WHILE MAINTAINING POSITIVE DMNAGE.6HOHADpPEAS OPOW --GE BE OBSERVED, THE LOMRACTM SHALL WIIFY THE ENGINEER PRION LLCRO6s ANY STING OP PROCEED PRESSYJRETYPE —.BY SEWER WASTEWATER OR 9TORMWATER FORCE MAIN. OF PIPELINE COIVEYNGRECAIMEDWATERWILLBEWDSOTHEQUTSDEOTHE T INCHES ABOVE oA.IOW THEOTHER PIPELIE. C. W UTttIiY CgOSSINGSDESCRIEDINPARTA .ABOVE: MENTOCURBSMMV WNTLOUSES,COTHATRECOMMENDAi N6 OR CORRECTION BE MADE. }, PAVEMENTGRAGE6 ATINNDICMPARDNGSPACES- 1- NOTE%CEEDMINAN/ DSECTION. U. PROPOSED AND EX SING SIDEWALKS SMALL E RAMPED RUSH WITH PAVEENT, I. ONE FULL LENGTHS WATER MAN PIPE WILL BE CENTERED ABOVE ON SLOW THE OTHER PIPELINE SOTHE WATER (MIN JONTS WILL BE AS FAR AS POSSIBLE FROM THE EITHER PIPELNE OR THE PIPES WILL BE ARRANGED NO THAT ATERTNJOINSMEAT LEAST THREE FEET FRONALLJOINTe —TYPE SANITARY SEWEAC STORM SEWERS, BTOIMHATEP FORCE DAMPS SMALL NOT EACEED A IS HORMONTAL 11 VERTICAL SLOE. V. SIDEWALK BUMPS SWLLL BE TEXTURED IN CONFORMANCE WTH FOOT STANDARDS EX CE LOCALCCOES DICTATE OIHEPWISEOTPVDICATDOTHERWISE ON lIE PLANS.CONTMCTW SILLCOORpNATE WITH THE ENGINEER AMJ lHE MUNICIPAL AUTHORITY FRpR TO ANY SEEVAA IN5TAUATION. U IS THE MAINS, OF PPEUES CONVEYING RECWNED WATER RMUA ED UNDER ARTIIIOFCHAPTR& N,,FA.C.,AND AT LEA5T BA FEET FPDMALL WINTSWGMVIIY- OR PRESSURE -TYPE WATER FORCE MAINS, OR PIPELINES CONVEYHTG PEGAIMED'HATEH NOT REDULATED UNDER PART IN OF CHAPTER R 610. 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LLC PRELIMINRRYIFlNRL SRE PUN UNRSCAPE PUN — I 0./,e/15 ': ..n.••.nmsom 1-8 KEYMAP b ro V, X100 g X10 tl _ m;,iw� Via, q vo�a P rw te0 ��a�a p Up p 0 p — t•-- -- dwwE w� Y ..aN te. cosies p .. .n wrc , 1ud, , oun ox "Cm zw[ >n sae a .ar su a -r r.a. r xv (2' cal. and over) LARGE TREE PLANTING DETAIL LARGE PALM PLANTING DETAIL go 8 Bo ri� Oo [.-a [.[[ w� a«.P �n•.r N�[P[ AT n r u. p,.,ea wr -e r,« e.,e. r.. ,� we r...- m.r.>•.u... rPa., ware Ms m�»sa eu. em a,v. aTM wesrueixm,v "a w..n -,•,M rey WMPeuw. e.«f n.wau. u,,,,w .e. mv we rr 4 n�..w. -e,rw. a�w«urVi r.dv,m � w�er .vu. «d�e,9a.xn.ti,ee�a.a.aue P MILLER \ EGG H a aae nP. —i (2' cal. and under) SMALL TREE PLANTING DETAIL a ru�w —I •wiwz o. ,POenw.m sup CIGARED BASAL PALM PLANTING DETAIL 0 D 0 D e0 ? DP D ° °nDD00 °0 0 � - a II I -•y I ,�!�, � ---1 -- imoreru w woan,.e[. soa MULTI- TRUNK AND SMALL TREE (2" cal. and under) PLANTING DETAIL �Q v 0 V 0 0° 0 .o srnn a T t A TREE PRESERVATION BARRICADE FENCING DETAIL I I SHRUB PLANING DETAIL u „nry u— "'mu'Qx ` «y� "»n.n « nn �e,.e.�•.iL.r+ti �-e .P.. -... e PLANr_SGHEDULE mm rr� ua QV 152 cameceur�.mte Quercva vlrginlana / Llve Oak r�lu Ala 54B ¢nae� xemm 4' cal., 6' ht. x W spr. Yea Low 5' e.t. QS 18 Quercus ehumardll / %--d Oak 5413 4' cal., WK. x 6' spr. Yea Low 5' ..t. LI 26 Laqer� troemla Irdica Notchei / B45 2' cal, 12' ht. x Valor. No Low m ilt -trunk Natchez Grape Mytle TD 26 Taxodlum dleticlwm / Bald Cyproae 545 4' wl., 16' ht. x V alor. Yea Low 5' c.t. 5P 255 Saba1 Palmetto / Cabbage Palm 13413 10' S.w. Yea Low GF 25 Garcia Cawdenela --at Panay' / 545 2' —1., 12' M. x 5' epr. Yea Low Forest Parry 1.— M6 14 Magnolia grcmdlflorci /Magnolia 5413 5' cal, WK. x 6' pr. r., Low M&L 5 Mqq nolla grandlflora 'Little Gem'/ 54D 5" cal., 16' M. x 6' spr. Yea Low P T ItTa Gem Maaggnolia Phoenix d— tyllD far. / MedJool B413 30' gr,. No Low PC 2 Phoenix canarlemie / Ccn Island Date aim 1346 20'9A. No Low M, rye na aaenl vv�reea: r�rt aaamlam semrewa�,aa l - - - J C.RI 56 cei— aalaticum 'Queen Emma' /Grinvlm 7 gal. as shown 96' ht. x 24' epr. No Low MUG T39 MA lenbergla capplllarls / Mvhly Grosa 3 Salo 24' oc IS' ht. x 15' epr. Yea Low VIO 201 Vlburrwm odaratlsaimvm / Sweet Vlb—m 3 gale 56' oc 24' ht. x 24' epr. No Low TRP 12 THFP 1— fiorldam / Dwarf Fakahatchee grass 3 gale 24' oc 12' M. x 12' epr. Yee Low -- -. IVS 1606 Ilex vomltorla Stokes Dwarf' 0-0 Yaupon Holly 5 gale 24' oc 10' ht. x 10' epr. Yee Low ARBOURS AT GROWN POINT PUD V15 989 Viburnum auapanaum / Sandaniwa Viburnum 5 gale 56' oc 24' M. x 24' spr. No Low Dm OFODOE ., RIDA LOO 153 Loropetalum chlnem 'R is Vbr.xn' /Bwgady Lorapum etol 9 gale 24' ac 24' M. x IB' epr. No Low FOH: ARaDUR —V DEVRDPNEM. Mir 20 Myrclanthue frogram / Simpeon's Stopper 9 gale 56' oc 56' ht. x 18' epr. Yea Low "'° TRA 12,,92 Trachelospermum aelaticu / Asiatic Jmmlw 1 gale 12' aG 6' M ow PR. x 6' pr. No L ELIMINARY .L SrrlF PLAN ZAP 50 Zama furfwaeea / Cardboard Plant T gale as eha.n 56' M. x 96' epr. No Low LANDSCAPE DEfARa FOM 416 Podocarpua maerophyltue / Podoearpua 5 gale 36' oc 56' M. x 18- epr. Yea Low go= s� xD n x.,ty roc va aelata tleIDmtle�ioe ° Paepalvm rwtatum /Bahla Grass m shown No Low t100xbJ 5t.rwtapf— eecundatum/ St. Augustine Erma m ah.— No Hlgh una/re 50D ALL 1215TUR5ED AREAS NOT 5TA51LIZED 5Y OTHER TREATMENTS FOLLOWING SPECIES MF516NATION ON 5HEE7 L -2. � a� -- L -9 TYPICAL BENCH DETAIL SCALE v2' . I' -o' 4 a .a.mar e®w A a9'vam BENCH LAYOUT SCALE: 1/4', T -0 CI�L'. f W11I0 TYP. GRILL PAD SECTION KALE: yr . co' r ncrnD E SITE FENCING sra¢['a rs om _ DETAIL s A I AT F ��ir�f�� ^ r - -L — T - - - -- /\ - -1 .R FCNn I— ElnElRUF " `------- r --— J NOOSING EOUAL ING SYMBOL IJ s AR1 anoa wnx 1eTrtAa PNI,I 1 1 rut I F F a r V an — — — E — — — PLAYGROUND B£T4; auYU.w.n.wn Au xeuno ruTwu a F�oowc a10F I I II �I II II u LI PERIMETER DETAIL GATE DETAIL PROJECT SIGN , PLAYGROUND FENCE & EDGING DETAILS D— d w � r 2 W Q O O v Im N LL lY N 7 D V O F Oo N DO CQ Sheet Title: PICNIC AREA. PROJECT SIGN, PUYGROUO, BENCH a GRILL XTAIS rtq�eprc 1-- 09.30-11 R -09 -1A Ot -20 -1S BN RLM Sheet Nn AS2.1 1z ELEVATION —F NW CORNER TRPCT , an a 1MTEA cPROEN - t , t : ' '` I t J r m�> GRAPHIC SCALE x NDRTN NNE TRACT 1 ' ) / I I NDR1N lelE PAda1 I I I J - i � I ad- zz- ze- 0000 -oo -ou I 1 jf I (( rce o) >IF ° , /eo ° °r - I t SURVEYORS REPORT: W Nn .10 THOMAS WILT WEST J � �•' ' 1 ro x }'' oe -zz -z 0000- a6 �. I lB m A N,.. / t/t P / I �� ' �. � l r ••, / i ' j LEGAL oESCRIPnON: .. .�,..«. : / /�✓ 1 � 3 �• � I ..r. as zz- ze- a000-w -o.e mas - °•. rwir a..owb °. ,w°... (/ `f �J {J/ I ,I •1 `mac um 4+ LL l I j Z w °' ,..,,2,•e,.°. i /� J ' /I , P l t `T°C J, .,,rl C i - - - - - � v° ' E +� o Z l l / t cn s i J pq�� I / / I 1 6s i.e.° L U W / t '++777 TRGS st•� I ; �:. . ".A,w. ° .�.,..�. ° wr W pC S l Z W LOCATION ✓ e // / / ��•,) , A r I � ; Yf ; N. °, es.ese' °.e ° Q W Er m L C7 t , I T Wq *—j oc .,. N VICINffYMAPw...u. .� ! W 0 0 I � I f $ z z > `"' W46IFE 2l20S aor,r n J r y ..�.�.• N.e / u / N� / 1 1 ,`.. / I ' l j ' t t t s / ' NB466' 396OU' r strngn c ' Wea'C •s a e . PRaPOS® RoPnr�v/ f } e I A s e /I t • 856'2 n 25 / /Plv>i eD l • J J p ' ,mE REwRn mm ,me .swree mNrun u�u. vro, THOMA MILTON WEST I 1 PMCFL ma e�r I ae- zx- 2e- a000 -ao-ae 1 j {$� I �I^xx - eta o . J SW4615V 2147 � e�r aue I (Nm PLATTm) I I i .,,.,. m/xv,.� rDSRmxs W MUM) I (NOT xta uDED) j 1 +) e,r.- xR. m ,e p.,eno.e o.un.�rw MOVin o"m`eA'" ° zo " °Vp e�.i °° .(�n7n @ J ll.) V N n0 � 1 eEPOCxrr°wo Lu p$ zI I S "•� <-{"1 oswNzre ' & i J ' 55 $ 1 SURVEYOR'S CERnFlCAnON: �.. W b!i Po Ni OF'LL I # m0 NENCE''ENT — NE of I 1 J g No s, Ron o " , a -"r `¢ - -'r. tea'. - p :; ��:..•. --- -- --- r 1 .+..� ' 'gin w.• m`m: ,n,°.�n N ®»ie ueeeoimu> _. t - � •J \ ;J _._ NesmOEE U75M V — TLS .INV ' -- �ROAO t F O-BPAL4711 -END — x... _ ww_www�xw� I _n e_an Lore I I I l j I gg �I9$g I i I R i 4 � iM xonn.nr ai wuN eM� oz n.t i e m a, � =,e a w iw.e ee.W .�xau�eoae'05' R• ._aaae ze.uz .... men e, �.. > °- .... .r,. w. A..�..w o¢ I $� I 13 -00203 w U- m (NOT ftATTEO) II I � • = E o o • "I f/ I 1( aT f , 0-1 i I I 71 GRAPHIC SCALE 1 � r VL I L - oo I n. /f 1 fI rna nop a mmw m ee e.go..a � f /'M o ��a r. f � '• �' J f I ;► J 1 f f % ,.• l j 1 `yj 1 1 . /II 1 1 1 1 I �� IJ I 1 TRACT t fOUW- HEST PLAT — 72 FX:E 1 —II6 A ✓ oo l o-- �, II m.•.O...l I� $ l r� f ! �� i � •� ' $ g I � I bs SURVEYORS REPORT: f l f I I I l j I gg �I9$g I i I R i 4 � iM xonn.nr ai wuN eM� oz n.t i e m a, � =,e a w iw.e ee.W .�xau�eoae'05' R• ._aaae ze.uz .... men e, �.. > °- .... .r,. w. A..�..w o¢ I $� I 13 -00203 w U- m (NOT ftATTEO) _. zW • E o o „~ CUo �Z }} J Q � F :3 LLT cc LEGAL DESCRIPTION. uj O - ao O 0 LL n ..e.e o. o.cW0. ¢ awns xe.ae a ei LL Q O Y B SURVEYORS CERWICATION: f i f I l f f ' THOMAS MILTON WEST f l f I I I l j I gg �I9$g I i I R i 4 � iM xonn.nr ai wuN eM� oz n.t i e m a, � =,e a w iw.e ee.W .�xau�eoae'05' R• ._aaae ze.uz .... men e, �.. > °- •xcn io: oe- sx- ce- 0000- no-one I $� I 13 -00203 � m (NOT ftATTEO) _. iI� F i s/zs N m g ` pp c�g; V J CL ¢ I ¢ d Fg Y B SURVEYORS CERWICATION: LLJ E O J vaor ttz i w. a. 0 S _._ t ._ �_a w nr C""m• F �.r{.n°i."°° mvT.ro�mwmeo°"maw�r .,.,. "'"R° .•,;,„ =� t e wa. �wen.m. x..umo � v ns aro °- 13 -00203 f7- oom19i75 m g _. =O s/zs � „••••••o-w• " I wM w.r�auw, w..arwuw m LEGEND_. p ronrv�m. rvmx B nx I w< s GRAPHIC SCALE m.e = Q O W �SG d N p .:i erne si.•..e ]n�su+ l•r �i «• • ,ni: i .a) .F+ LL .n$ a � ", R OM M. i,',te M N W Z W M > n e ieaem Lcass> i ns dwo Ig Q 13 -00203 Z Z >�WM -BS ->s > o s /zs /,. 2 Z• J GRAPHIC SCALE m.e = Q O W �SG d N p .:i erne si.•..e ]n�su+ l•r �i «• • ,ni: i .a) .F+ LL .n$ a � ", ...rr ..a M. i,',te M N W Z W > n e ieaem Lcass> i ns dwo Q 13 -00203 Z Z >�WM -BS ->s > o s /zs /,. 2 Z• J :3 LLF 0 LL «• m DY .n) wr. 3 Lrns aY W �SG d • ,..ts.. ,,,u �]„ «< v..p]� .-a-m «. a �>"..°i r'°ei rn a n:a nr':a (L > n e ieaem Lcass> ns dwo Q 13 -00203 Z Z >�WM -BS ->s > o s /zs /,. 2 Z• m COPY OF ADVERTISEMENT Date Published and Media Name Thursday, May 7 2015 The West Orange Times 3C Advertisement or Article FIRST INSERTION CITY OF OCOEE NOTICE OF PUBLIC HEARING ARBOURS AT CROWN POINT PUD PREL MARY /FINAL SITE PLAN CASE NUMBER: LS- 2014 -009 NOTICE IS HEREBY GIVEN, pursuant to Subsection 4 -3A(4) of the City of Ocoee Land Development Code, that on TUESDAY, MAY 19, 2015, AT 7:15 P.M. or as soon thereafter as practical, the OCOEE CITY COMMISSION will hold a PUBLIC HEARING at the City of Ocoee Commission Chambers, 150 North Lakeshore Drive, Ocoee, Florida, to consider the Preliminary/Final Site Plan for Arbours at Crown Point PUD. The two parcels identified as parcel num- bers 06- 22 -28- 2856 -00 -010 and 06- 22 - 28- 0000 -00 -046, located at 2243 West Road. The parcels contain 16.94 acres. The proposed use for this project is 240 Multi-Family Residential Units. The complete case file, including a complete legal description by metes and bounds, may be inspected at the Ocoee Planning Department located at 150 North Lakeshore Drive, Ocoee, Florida between the hours of 8:00 am. and 5:00 p.m., Monday through Friday, except legal holidays. The Ocoee City Commission may continue the public hearing to other dates and times, as it deems neces- sary. Any interested party shall be advised of the dates, times, and places of any continuation of these or continued public hearings shall be announced during the hearing and no further notices regarding these matters will be published. You are advised that any person who desires to appeal any decision made at the public hearings will need a record of the proceedings and for this purpose may need to ensure that a verbatim record of the proceedings is made which includes the testimony and evidence upon which the appeal is based. In accordance with the Americans with Disabilities Act, persons needing a special accommodation or an interpreter to participate in this proceeding should contact the City Clerk's Office 48 hours in advance of the meeting at (407) 905 -3105. May 7, 2015 15- 01698W