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HomeMy WebLinkAboutItem #08 Public Hearing - All Sport MemoryCare/Assisted Living Facility - Preliminary/Final Site Plana %/ flor'ida AGENDA ITEM STAFF REPORT Meeting Date: December 3, 2013 Item # 8 eviewed By: Contact Name: J. Antonio Fabre, AIC � 9 ) epartment Director: Contact Number: 407 - 905 - 3100/1019 City Manager: Subject: All Sports Memory Care /Assisted Living Facility Preliminary/Final Large -Scale Site Plan Project # LS- 2013 -002 Commission District # 3 — Rusty Johnson Backciround /Summary The subject property is located on the north side of Roberson Road approximately 627 feet east of Tomyn Boulevard (Windermere Road) intersection. The property is approximately 17.17 acres in size of which approximately 3.65 acres are designated as wetlands /floodzones. The subject property consists of a vacant and undeveloped land fronting on Roberson Road. The Future Land Use designation for the subject site is "Low Density Residential" and "Conservation /Floodplains ". The requested "Memory Care /Assisted Living" use is consistent with the Future Land Use element and zoning (R -1AA) district. The table below references the future land uses, jurisdiction, existing land uses and zoning classifications of the surrounding parcels: DIRECTION: JPA FUTURE LAND USE / JURISDICTION EXISTING LAND USE / ZONING North Low Density Residential & " LDR" & "Conservation /Floodplains" / PUD Conservation /Floodplains / City of Ocoee - Planned Unit Development" ( "Barkeritaville ") East Low Density Residential & LDR "" & "Conservation /Floodplains" / PUD Conservation /Floodplains / City of Ocoee "Planned Unit Development" (Wesmere Subdivision Conservation Tract) South Recreation and Open Space / Orange County Recreational Park / P -D "Plan Development' (George Bailey Park) West Low Density Residential & Agriculture/ A -1 - Agriculture - Conservation /Flood lains / Orange County (FKA: Bru -Mar Nursery) The Preliminary /Final Site Plan will consist of a three - story, 112,269 square feet, 120 beds Memory Care /Assisted Living Facility. As shown on the Preliminary /Final Site Plan, the facility will have only one access point at Roberson Road. This entrance will be aligned with the existing George Bailey Park entrance across the street. In addition, a 220 feet left -turn lane into the site will be provided. The applicant will be dedicating a 20 feet wide tract of land to the City of Ocoee for future right -of -way along Roberson Road. Consistent with City policy, the wetlands /floodzones and associated upland buffers will not be developed and will be dedicated to the City. Water, sanitary sewer, reclaimed water (when available), solid waste and police & fire protection will all be provided by the City of Ocoee. Finally, the Applicant has requested no Waivers from the Land Development Code for this project. Issue Should the Honorable Mayor and Commissioners approval of the Preliminary /Final Site Plan for All Sports Memory Care /Assisted Living Facility? Development Review Committee Recommendation: The Development Review Committee (DRC) met on November 5, 2013 and reviewed the Preliminary /Final Site Plan for All Sports Memory Care /Assisted Living Facility. There were several technical issues to be addressed from the City's Planning Division, Engineering Department and Utilities Department that were identified in written staff comments and /or presented verbally. All of these items were discussed and changes to the plans were agreed upon. When the discussion was finished, the Committee voted unanimously to recommend approval of the Preliminary /Final Large -Scale Site Plan, subject to making the changes discussed at the DRC meeting before the City Commission meeting. Planning & Zoning Commission Recommendation: The Planning and Zoning Commission reviewed the proposed Preliminary/Final Site Plan for All Sports Memory Care /Assisted Living Facility on November 12, 2010. City Staff presented a brief summary and overview of the requested actions. City Staff answered several questions regarding the site's pond, wetlands, existing conditions, access into the site, and overall utilities (water and sewer) connections for the area. All of these questions were addressed adequately in the P &Z meeting. There was no one from the public to speak regarding this proposal. After finishing its deliberations, the Planning & Zoning Commission voted unanimously to recommend approval of the Preliminary/Final Site Plan, subject to resolving the outstanding staff comments before the City Commission meeting. Staff Recommendation Based on the recommendation of the DRC and Planning & Zoning Commission, Staff recommends that the City Commission approval of the Preliminary /Final Large -Scale Site Plan for All Sports Memory Care /Assisted Living Facility, subject to resolving any remaining outstanding staff comments. Attachments Location Map; Future Land Use Map; Zoning Map; Aerial Map; Color Elevation; Preliminary/Final Large -Scale Site Plan for All Sports Memory Care /Assisted Living Facility. Financial Impact None Type of Item : ( please mark with an `x') X Public Hearing Ordinance First Reading Ordinance Second Reading Resolution X Commission Approval Discussion & Direction Original Document/Contract Attached for Execution by City Clerk Original Document/Contract Held by Department for Execution For Cleric's Dept Use: Consent Agenda — i7 Public Hearing Regular Agenda Reviewed by City Attorney N/A Reviewed by Finance Dept. X N/A Reviewed by ( ) N/A ©ate G°'uMished and Media Name Orlando SenHael THURSDAY, NOVEMBER 21, 2013 E1 Advertisement or A rticle CITY OF OCOEE NOTICE OF PUBLIC HEARING ALL SPORTS MEMORY CARFJASSISTEO LIVING FACILITY PRELIMINAflY/FI 4 SITE PLAN LUN -000022 NOTICE IS HEREBY GIVEN, Pursu- ant to Section 4.3A(5), Ocoee Land De- velopment Code, that on TUESDAY, DECEMBER 3, 2013, at 7:15 p.m., or as soon thereafter as ppractical, the OCOEE CITY COMWSSION will hold a PUBLIC HEARING at the Ocoee City Commission Chambers 150 North Lakeshore Drive Ocoee t`lorldo, to consider the All Sports Memory Care/ M isted Living Facility Preliminary/ Final Site Plan located on the north side of Roberson Road approximately 627 tee} east of TPmyn Blvd (Winder- mere Raod). The parcel Identlficatipn nu�ryt1hor is 31.22.28- 0000 -00 -005 and the ad ress Is 11801 Roberson Road. The propo d use for this property consists of a 120 bed 117,000± square foot memory care /assisted living facility. interested Parties may appear at the public hearing and be heard with ra- spect to the proposed actions. The complete case file, Including a com- plete legal description by metes and bounds may be inspected at the Ocoee PIannlne North shore Drive Ocoee, Florldo, between the hours o� 8:00 a.m. and 5: 00 r P.m. nndoy through Friday, except legal days. $'he City Commission may c ntinue blic hearings to other dates atd as it deems necessary. Any fn- terested party shall be advised that 1 the dates5, times, and places of any continuation of these or continued pub- lic hearings shall be announced during the rega be published. You are advised that any person who desires to appeal any dect- sion made during the ppublic hearings will need a record of the, proceedings and for this purpose may need to en- ceedings Is which includes the testimony and evidence upon which the appealIs based. Persons with dis- abilities needing assistance to Partici- pate In any of the proceedings should contact the City Clerk's Office 48 hours In advance of the meeting at (407) 905.3105. CO R 1262734 W2117013 All Sports Memory Care /Assisted Living Facility Location Map 0 0 LAKE MAN/ YNN NO LNJ IA NNER (TTTM WHI 63 t I u All Sports Memory Care /Assisted Living Facility Surrounding Zoning Map �s Development Services Department 1 inch = 666.666667 feet 225112.50 225 450 675 Feet Printed: November 2013 13 Subject Property Unincorporated Territory M and Other Municipalties 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) { Commercial (PUD) Low Density (PUD) Medium Density (PUD) High Density (PUD) M Public Use (PUD) Unclassified Lakes and Water Bodies r ju P AL , Ott WEI m ust I !�� ► r pop !.3 ��� 01. ff "! itre All Sports Memory Care /Assisted Living Facility LOCATION MAP SHEET INDEX Preliminary /Final Site Plan i COVER SHEET to CONDITIONS APPROVAL 11801 ROBERSON ROAD 2 GENERAL NOTES -F SPECIFICATIONS 3 SITE AND GEOMETRY PLAN 4 GRADING AND DRAINAGE PLAN 5 UTILITY PLAN 6 - OFFSITE UTILITY PLANS (SHEETS 6 -9 COMBINED TO ONE SHEET) 10 STORMWATER POLLUTION PREVENTION PLAN - PHASE 1 11 STORMWATER POLLUTION PREVENTION PLAN - PHASE 2 12 EROSION CONTROL DETAILS 13 STORMWATER DETAILS -I- CROSS SECTIONS 14 WETLAND -1- FLOOD PLAIN BUFFER PLAN 15 GENERAL DETAILS 16 -17 UTILITY DETAILS LIFT STATION PLANS L -1 LANDSCAPE PLAN 1 -1 IRRIGATION PLAN T -1 TREE PRESERVATION PLAN P -1 PHOTOMETRIC PLAN D -1 MASTER DRAINAGE PLAN SURVEY PROJECT CONTACTS DEVELOPER ALLSPORTS MEMORY CARE, LLC LIVINGVENTURES DEVELOPMENT, LLC 2200 LUCIEN WAY, SUITE 350 MAITLAND, FL 3275 (407) 875 -9989 OWNER: VIVEK WELFARE AND EDUCATIONAL FOUNDATION, INC., A FLORIDA NON - PROFIT CORPORATION 5200 VINELAND ROAD, SUITE 200 ORLANDO, FL 32811 -7674 CIVIL ENGINEER: Landsmort Consultants, LLC Laurence Poliner, P.E. 130 South Main Street Winter Garden, Florida 34787 (407)- 694 -5148 UTILITIES: GEOTECHNICAL ENGINEER: LANDSCAPE $ IRRIGATION DESIGN WATER: Universal Engineering Sciences Christopher Kennedy, RLA Gerald Byrne (321) 948 -4727 3532 Maggie Boulevard Orlando, Florida 32811 (407) 423 -0504 SEWER: e1 cr.TR1C PARCEL 31- 22 -28- 0000 -00 -005 OCOEE, FLORIDA JULY 2013 MODIFIED OCTOBER 2013 LEGAL DESCRIPTION FEST S : CING AT THE SOUTHEAST CORNER OF THE Y OF THE NORTHWEST Ya OF SECTION 31. IP 22 SOUTH, RANGE 26, RUN NORTH 17 CHAINS THENCE WEST 10 CHAINS; RUN SOUTH 17 50 LINKS; THENCE EAST 10 CHAINS TO THE POINT NNING, LESS THE SOUTH 30 FEET, OF ORANGE FLORIDA. NOTE: ALL REFERENCED ELEVATIONS WITHIN THIS PLAN SET ARE NAVD 1988. CITY OF OCOEE REUSE: CITY OF OCOEE 150 N. LAKESHORE DRIVE 150 N. LAKESHORE DRIVE OCOEE. FLOMOA 34761 OCOEE, FLORIDA 34761 1407) 905 -3100 140719053100 CITY OF OCOEE TELEPHONE: SPRINT(EM8AR0) 150 N. LAKESHORE DRIVE P.O. BOX 770339 OCOEE, FLORIDA 34751 W114TER GARDEN, FLORIDA 34777 (40119053100 (407)014 -5351 DUKE ENERGY CABLE: BRIGHTHOUSE NETWORKS - - -••u °HINT RDAO B44 MAGUIRE ROAD OCOEE, FLORIDA 34761 GAS: LAKE APOPKA NATURAL GAS DISTRICT 36 N PARK, APOPKA, FL32703 (407) 9053100 i zrmEL X znrn ' 51 .1:;H19 ` Mic C WI> SITE COVER SHEET aj ZONING MAP 7 .AA 4 . 41 -I ^'II ITS SOILS MAP Bf1 +onEYOU n1G! CALL SUNSNVG . -Te ONssCA1.1. oFFL'U1 orcr: un w�nr.ewm �i8.2 .BRA" "' COMMERCIAL CO�'DITIO \'5 OF APPROVAL 1 EiE CUT OF OCOLE IS SUBECN TO TIE TERMS, PROVISION AND III S'IRICHONS OF FLORIDA .STATUTES, CHANTER RI, CONCE RNION MORnTORIA ON FILL ISSUANCL OF BUILDING P1RM1fRS UNDER CERTAIN CIRCIP.iSTA.`JCCS.'11111111111 NO ELI. ANTI IORITY TO LXLMP'1' ANY PRIVATE ENTITY OR IT FROM TIE APPLICATION OF SUCH STATE 1F6I.S,'AT ION AND NO IT tN(i HERLE. HILL BF CONSTRUII) AS SUCH AN ENTER LION. TSI W,I. DE DLVROPED IN ON6 PHASE 3. OP IIIE PI B D ON II OWN W RFSPFCT '10 PUBLIC IF II_FS UEWIR WATER, , IF( WAIL2 N4WAGIlI 1, ACCESSANDIJIIERIELATEDSERVICES ). I_ PT AS SPECIFICALLY NOFED ON'O E PLAN DINE,— OF THIS PROPERTY SEAS BE CONSISTINt WINE TIE ELQUliRLNENLSOF L ECITE'OFCCOFEC'ODIi. ). RENENG HERLM SISALi. BE CONSIRULD TO WAIVE ANY PROVISION OF TIE LAND D— LOPNENF CODE 1. IN FX, TINC EX RESSLY SETFORTHONA WAIVER TA3LF OR ETTLICELY SET OUT ONTILE PLAN 6. AUSED TO ANY PIELIC S'H2Et'IS AS A REST LT OF TIE CONSTRUCTION ACTIVITIES RELATCD'TO IIIE Tn L L BE PROMPTLY REPAIRED 13Y THE OWNER 101fiE APPLICABLE GOVFRNMENTAL S'IAM)ARDS AT IIE 2WFTFE SOLECOST ANDEXPENSE,. ] 1ITERE SITALL BF NO ACCESS FROM IFE PROPERTY TO ANY PUBLIC STREETS EXCEPT AT 'THE APPROVED LOCATIONS SI TOTTED ON THE: FINAL SH1 PLAN. CIAT,LO'ISWLLLBEANBNIMUNI F:C EACREINSRE 9 ALL HNISI ED ITCOS El EVAI TINS WILL EXCEIRA NE - YFAFI FLOEO PLAN BY A NUNTAUNI Of TWO FEET_ JO THE DF,VF].OPER IS TO PROTECI" ANU PREVENT ANY DISTURBANCE, SILTATION, OR OTTER CONSTRUCT "ION N'IHIIN THE WILL C NETHERVYEAR 00DELEVATION.T ANISAR FLF.IORERCED— DLnRING ONSTI A FLNCFS S INSTALL IJ TO FLIMINAIl� AM1Y roSSFBEUY OF D181URBANCE M TIIO.SE nRTAS RUCTON CgI SILT DII1tMG TRLCTION I 1 ALL E. %TINTING STRUCTLRES IM ECRIG ITEDINGS, POWER LINES, EXISTING ALRLANT) ILL AII_TIY FACILITIES) WILL RE RFMOVIDANDroR TT-RMINAIEDPRIOR TOOR DURMGCTUNSTRUCTIONOFTHE DE J OPhLENI RI:PLACLVGIIIOSE USES 1 DEVELOPMENT OF THIS PROPERTY IS SLETTICT TO TITAN CERTAIN DEVF.I.01 NIELY AGREENENT DATED AS RECORDED PIC- FIC1AL RLCORDS BOOK 3. A. DELETED - EX ISTING TREES 8' OR LARGER (OTTER IHAN CIRRUS TREES OR'T -11 IR PSI LOCATED ALONG PROPOSED L —TIONS BUFFER —S OR ROAD RIGHT -OF -WAY LNES wR,L BF PRESFItV D IF AT ALL POSSIBLE. TIE BUFFER WALLS S OARS WILL RE IJESIGNED A20LND TIIOSE'IREES TO TO 1111. IMO REQUIRED LAND111513UTIES AND AS TR�ETTW:E.S. 5. TIEEXISI'NGGRADES WE1, BEMALYI "AINLDA.SMUCH AS POSSWLETOPRFSERVEEXEIINC PFOTFCTED NESS. 6. INTENTIONALLY DELL ED. 17 . M ORDLTR T O ET'SURE THAT AS MANY EXISI MG TREES A.S POSSIBLE W LLL BE PRESERVED, AI.I. ROAD RIGIITS -OF -WAY AND RETENTION hREAS WBA. BE NAGGED FOR REVIEW BY TI {E CIIY PRIOR TO ANY TREE REMOVAL. N IIFD FOR .S PTE WORK OR BUTEA NO CON.SI RUCTION UNTO THE TREES T E.SE O BE IF RVED IIAVE BEEN CLEARLY TH TREE PROTECTION TARRERS_ 18 N ENIAL TARE LAND ARING OR IIIE RE OF ANY PECItCIFD FREES HOOT FIRST O TnMING A PEI FROM TFE 1""'N" NtTMFM_ TI Vnl, OF PROTECTED T FATE BF MINIM ]In TO H 3Bi MAXIMUM L_ POSSIBLE AND NO AUTIIORCLATION E Wl, BE GRANTED TO REMOVE A TRI E IF HE DEVELOPER AS FAILED TO TAKE REASO TSPEL LEASENTES TO PRESERVE TIE TREES ON SITE . )_ INIEMIONALLYDFLETED. 20. REENIIONALLYDELLFED. ALL EL EFERS WILL BE PLACID AROUND EXISTING PROTECTED TILES . II BE PRESERVED. 1 ALL U[EITES RECINEINO FLFCTRICAL, CABLE, TV, AND TELEPHONE AND INCLUDING ON -IIIE EXISTING VER OHEAD WIRES SHALL BE PLACED M'DERGROUND, 23. INTENTIONALLY DELETED. 21. INTENTIONALLY DELETED. 25, A RE PETL N N USIVE ACCESS EASEMENT OVER ALL INTERNAL ROADWAYS AN OTHER PAVED AREAS IS F4REBT GRAMEDE FAVOR OP TIE CITY OF O(OEE AND OTHER APPLICABI E AIIIHORTNIE'9 FUR LAW EMORC[NE FEE AND OTTER EMERGENCY SERVICES. THE C'I'TY NIAV REQLMM- ETAI TIE OWNER EXECUTE AN EASEMENT IN RECORTAFT -TFORRAWFOHRESPECTTOTHIF FU CLING. I ..YRTLETED. N ILM'IONAI I ? EFFEENTIONALLYDELETLIJ. _. EMIONALLYDELEIRD. _ . . HONALYDFLETED. 3 AD TO III PROJECT OFF OF ROBFRSON ROAD IS A PRNAI'E ROAD OWNER AND MAINTAINED BY TIM OWNER OF IE RPol'LRTY, WITH ACCESS AND UIE NY EASEN- RE GRANIEDTO TI IN CITY OF OCOFP.. 31 ENE DEVELOPER SEA LL CONSTRUCT APPE0PRIAIE CURBS CURLS 10 ENABLE CONSTRUCTION OF RANE.3 AT ALL SFCTIONI (AND UI IER AREAS AS REASONABLY REQUIRED) M ORDER TO ACCONMIODAIE ACCESS To EWALIRS ANU IIRTEE FOR PERSONS WER) ARE M WIERLCHAIRS AND OTIHM PFRSONS 11110 ARE, PHYSICALLY IHALLENGED, ALL SIULWALKS SHALL BE CONSTRUCTED AT TIM TEE OF DE-LOPNENT OF U EPROPERTY, 32 . PARK MG SHALL BE PROVIDED IN ACCORDANOF WI FIT THE CITY OF OCOFE LAM)DEVRO —LIT CODE. 3. MS EE— ENTRY FEATURES. WALLS, LANDSCAPING AND SDLWALKS ALONG AL ROADS, AS AS ERL G ARO HE ID T RETENTION FOND TRACTS AND TI E LET .STAI'ION SHALL BE COMPLETED PRIOR TO SSUANCE I Hl CERKATE OE CONNLFTION FOR THOSE CORRISPONDNG PINIF5. 3 STREET LIGIITI FEE NNG CURRENT CODE REQUERT24ENTS SHALL BE INSTAI LLD BY NR: DEVELOPER PRIOR TO ISSUANCE 'FN LECAIE OFCKPOPLETION 35, RTENNIONALLYDELETED. 36. TIE I.IFI.STAIION SI LATE BE FENCED W) IH A BLACK, VINYL CI LAIN L MK FENCE WIN I POSTS AND RATES PAINTED BLACK. SUCI{ LR' T. STAIIONSHALLAI,SOBFSCREENEDWTHi AIECOETYTESHRUBBERYSUCIIASVFlI NORLLGU5IRU4 E CII FIRE HYDRANT PAIN] I 1 D A YELLOW IN COLOR AND _ .I ,AFFIXED FE F E LAN C OSEST�EACHHYD THL { INCLUDING ALL PIPES INLETS —IOLES AND STE1111TERLS, 'FOCEIIER Wild HER n,I,HLO PERA ED,OTFDANDMAINRAINLD CoAN.lt Or PROPERTY_ .9. E'LENTIONA.LYDELETH) 10. A.LSTORSIWATERMANAGLNSNI RNDSWELBEUNFENCEDWITHNNXEINE3 LSID- 11PTSPNFO AMID. INENTIONALLYDFLENH), IMEFTI "IQNA,LY OTTE ED. 43 TEET DEVELOPER SHALL CONVEY A TWENTY (20) FOOT 'HRACT OF LAND TO THE CITY OF (OUSE ALONG TIE SOUTH PROPERTY LEE OF THE SUR.ECT PROPERTY ADIACENT TO TIE NORTP SEE OF ROHERSON ROAD —W, AS REFLFCI FD Y TIM PRELEIM YH RAL SHE PLAN DATED CC OBFR 2013, TO THE CITY WIFINN 60 DAYS FROM APIR OVAL OF TIM FINAL SITE PLAN, BUN M NO EVENT LATFR'DIAN TIM-, ISSIIM'CE OF 1. EfRASTRNILME AND/OR BUEDMG PLRMUS I OR TIE SUBJECT � • • •• • • — CONVF,YANC'E 11—L BE BY SPECIAL WARRANT YDEED —1 AND CLEAR OF AL LEN'S AND ENCUMBRANCES EXCEPT FOR TNOSF. MAIIERS ACCEPTABLE TO THE • •• • -iiRE FORM OF TIE SEREAL WARMNTY DEED SHALL BE SUBJECT TO TIE APPROVAL OF THE CI "I Y. H DEVELOPER SHALL, COMTMfO LOUSLY wllll TIE CONVEYANCE OF SUCH PROPERTY, PROVDI TO THE CI A CURRENT ATTORNEY'S OPINION OF TITLE, OR A CURRENT TITLE C'OAIMITMINI i0 BEFOLLOWED BYAPOLICYOFTHi .SINSURANC'E,EVDENCINGTI {ATFEESn ETITLETOSUCII ROPCRTY IS FREE AND CLEAR OF ALL LENS AND BNCIIMI3EANCES EXCEPT FOR ELOSE MATTERS ACCEPTABLE TO TIM CITY. TIIE COSTS AND EXPENSES RELATED TO IN CONVEYANCE OF SUCH PROPERTY, M ELUDING THE COST OF T-H WORK, SHALL BE BORNE SOLELY BY TIE • • • • • • • • • —E PROPERTY TAXES ON SUCII PROPERTY SHALT. BE PRORATED AS OF TIE DAY OF TIE CITY'S ACCEPTANCE OF I IM CONVEYANCE OF THE SAFE HE; , AND T PRORATED MOUNT OF SUCII REAL PROPERTY 'TAXES ATTRn3U1'ABLE 1'O THE DEVELOPER SHALL BE PAD AND ESCRO1tED BY SUCH OWNER M CCORDANCI WHH THE PROVISIONS OF SECTION 196.295, FLOREA STATUTES - , PROVIDED. II I , THAT IF TIE CONVEYANCE OCCURS BETWEEN NOVEMBER I AND CRIFF 3F.It 31, TIEN EEE DEVELOPER SE ALL RESPONSIBLE FOR REAL VROPERTY TAXES FORIPM ENNIRE YEAR. II_ 'HE DEVROPER Si W.I. CONVEY A COIJSLRVAf10N AND DRAINAGE EASENAENT TO THE C'N Y -TER SIXTY (60) DAYS R DM APPROVAL OF TIE FINAL SITE i'I" BUT' M NO EVENT LATER IIWJ TIE ISSUANCE OF TIE NFRASTRUCTORI AND BUILDING PERMHS I NR TIES SURIECT • • • •• • • —E CONSERVATION AND DRAINAGE EASEMENT SI W.I. BEM A M FOR TH R Y OF OCOEE AND BY THAT IS ACCEPTABLE TO NM CE S "N. JOHNS RIVER WATER MINA TNTEr DISTRICT • --TtB: DEVFLOPER SINLL PROVIDE A SKETCH AND LEGAL DESCRIPTION FOR THR CONSERVATION AND DRAINAGE EASENE:NF AT O COST 11 FIE • • -- —RE SKETCH AND LEGAL, DESC'RIPIION .SIIN.L REFLECT UNI TIFF. PORTION OF THE PROPERTY IHAT IS TIFF, INFECT OF TIE CONSERVATION AND DRAEAUE AS DEPICTED ON THE 1111 1 SNO1.1.V31d1Jeds �8 S�SOh Z at 3tV0 o a aw 1�3f Dad ���'sinroalns�o� iav�esanro� SEE SHT 7 FOR PROFILE NSoF e§ € m 2 2 D R PRIVATE DRIVE SEE SHT.6 - FOR ADDITIONAL DETAIL CONTRACTOR TO INSTALL }gyp" ASPHALT GVER aY 25 FEET ON SIDES F DRIVEWAY PROPOSED SIDEWALK 2 300 SEATING AREA 1 12 X4 3000 5 _ 4 CONC W TGA WITH B J BENCH TRASH N OF W DEC CAT. TO BE SEPARATE TD BY SEPARA INSTRUMENT. \\ \TE DRIVE 2d WHEEL +iT STORMWATER PCND STOP ttP. F ZDNE ITTE THERMOPLASTIC ER EEMq FLD00 NAPS i STOP S AND RI -1 �It STDP 5 FF =120.00 z , 9HV \ u Wii R EDUNTAIN E OUNTAIN a oI3 S s I v .iw a- �csca_ _ ZONING: PUD -LD PARKING NOTE: i SPACE FOR EVERY 4 BEDS AND 1 PER EMPLOYEE. THIS PROJECT: 120 BEDS AND APPROXIMATELY 35 EMPLOYEES MAXIMUM LANns >1A SITE DATA HEREF0RE 65 SPACES REQUIRED CONSLn TAA uC 67 SPACES (4 HANDICAPPED) HAVE BEEN PROVIDED. PROPOSED USE: CONSTRUCTION OF A MEMORY CARE/ ASSISTED LIVING FACILITY En6ineer of Reeortl PROPERTYZONING: FUTURE LAND USE: NOTe: FLOOR AREA RATIO OPEN SPACE R -IAA LOW DENSITY RESIDENTIAL 1. HOURS OF OPERATION: 24 H0URSIDAY NUMBER OF EXISTING LAND USE• EMPLOYEES: 30 BUILDING AREA = 112,269 SF BUILD SF VACANT AGRICULTURAL 2. ALL BUILDING LIGHTING PI PAVE XTUREB SHALL DE PAVEMENTISIDEWALK= ]2,346 SF EXISTING PRO PERTY A REA: EQUIPPED WITH SHIELDED OR FULL- CUTOFF TOTAL SITE = 742,492.97 SF POND OWL = 28,274 SF LUMINAIRES INCORPORATING FLUSH- MOUNTED TOTAL IMPERVIOUS AREA = 160,620 SF = 21.6 °0 TOTAL = 17.165 ACRES LENSES(LOC.ARTICLE VI, SECTION 6- 14, C.(2).(1). VII). F.A.R. = 15.1%(MAXIMUM IS I.0) BUIL DATA$ a SETBACKS 3 ALL OUTSIDE ELECTRICAL. TELEPHONE, CABLE. AND TOTAL SITE = 742,492.97 SF GAS EQUIPMENT SHALL BE PLACED AS CLOSE TO THE IMPERVIOUS AREA = 160,620 IF MAXIMUM BUILDING HEIGHT =35 FEET (ALLOWED) BUILDING AS POSSIBLE AND PAINTED BLACK AND WETLAND AREA = 124,3905E GRAPHIC SCALE DAAWG = 35 FEET(PR0P0SED) SCREENED WITH LANDSCAPING. IF MOUNTED ON TOTAL OPEN SPACE AREA = 457,482.97 SF o MINIMUM BUILDING SETBACKS: PROPOSED BUILDINGS THEN THE SAME COLOR OF THE BUILDING TOTAL OPEN SPACE PROVIDED = 61.6% srvler: FRONT =35FT FRONT= 481.59FT WILL APPLY'�� -�= 3 ESIDE =25FT ESIDE = 303.73 FT 4. BUILDING IS TO BE 34'-4", THREE STORIES, 112269 S.F. FLOOD ZONE; (1N eeei) REAR =30 FT. REAR = 221.81 FT - 1. °m- so IL s W SIDE =25FT WSIDE= 128.05 FT 70NE A (PORTIGNE PER E.RM IVAR CG95 -220F, DATE SEPTEMBER 25, 2 09 (LAMB APPLIED FOR) SITE PLAN r� 9 ZONING: C -2 _ NOT FLATTED ZONI�G: A-1 e ' ' ' / 20'X10' EMERGENCY GENERATOR PAD— 4' ACCESS DRIVEWAY (ttP) / 8' %4' 3000 P51 DIKE RACK AD/ W TH �. 1` DOD P.N LINE 2' ' 4 CONTAINING titn�vo m 17.05 f ACRES 1 PUDP ' FLOOD PWN LKE a FUTURE Sp WHITE ivERMOPLASTC DEVELOPMENT CHO B AND RI -I y D M SUB O E FUTURE STOP GN FREE p AREA GROUND SIGN SHALL BE LMTEG TO 36 BF OF COPY AREA 1 i0 EXCEED FEET 1 HEIGHT GHi (Lai, CLE SECT TI ON ' • . safli�nG / i WETLAND cory Tin rvG s • -� LINE \\ \TE DRIVE 2d WHEEL +iT STORMWATER PCND STOP ttP. F ZDNE ITTE THERMOPLASTIC ER EEMq FLD00 NAPS i STOP S AND RI -1 �It STDP 5 FF =120.00 z , 9HV \ u Wii R EDUNTAIN E OUNTAIN a oI3 S s I v .iw a- �csca_ _ ZONING: PUD -LD PARKING NOTE: i SPACE FOR EVERY 4 BEDS AND 1 PER EMPLOYEE. THIS PROJECT: 120 BEDS AND APPROXIMATELY 35 EMPLOYEES MAXIMUM LANns >1A SITE DATA HEREF0RE 65 SPACES REQUIRED CONSLn TAA uC 67 SPACES (4 HANDICAPPED) HAVE BEEN PROVIDED. PROPOSED USE: CONSTRUCTION OF A MEMORY CARE/ ASSISTED LIVING FACILITY En6ineer of Reeortl PROPERTYZONING: FUTURE LAND USE: NOTe: FLOOR AREA RATIO OPEN SPACE R -IAA LOW DENSITY RESIDENTIAL 1. HOURS OF OPERATION: 24 H0URSIDAY NUMBER OF EXISTING LAND USE• EMPLOYEES: 30 BUILDING AREA = 112,269 SF BUILD SF VACANT AGRICULTURAL 2. ALL BUILDING LIGHTING PI PAVE XTUREB SHALL DE PAVEMENTISIDEWALK= ]2,346 SF EXISTING PRO PERTY A REA: EQUIPPED WITH SHIELDED OR FULL- CUTOFF TOTAL SITE = 742,492.97 SF POND OWL = 28,274 SF LUMINAIRES INCORPORATING FLUSH- MOUNTED TOTAL IMPERVIOUS AREA = 160,620 SF = 21.6 °0 TOTAL = 17.165 ACRES LENSES(LOC.ARTICLE VI, SECTION 6- 14, C.(2).(1). VII). F.A.R. = 15.1%(MAXIMUM IS I.0) BUIL DATA$ a SETBACKS 3 ALL OUTSIDE ELECTRICAL. TELEPHONE, CABLE. AND TOTAL SITE = 742,492.97 SF GAS EQUIPMENT SHALL BE PLACED AS CLOSE TO THE IMPERVIOUS AREA = 160,620 IF MAXIMUM BUILDING HEIGHT =35 FEET (ALLOWED) BUILDING AS POSSIBLE AND PAINTED BLACK AND WETLAND AREA = 124,3905E GRAPHIC SCALE DAAWG = 35 FEET(PR0P0SED) SCREENED WITH LANDSCAPING. IF MOUNTED ON TOTAL OPEN SPACE AREA = 457,482.97 SF o MINIMUM BUILDING SETBACKS: PROPOSED BUILDINGS THEN THE SAME COLOR OF THE BUILDING TOTAL OPEN SPACE PROVIDED = 61.6% srvler: FRONT =35FT FRONT= 481.59FT WILL APPLY'�� -�= 3 ESIDE =25FT ESIDE = 303.73 FT 4. BUILDING IS TO BE 34'-4", THREE STORIES, 112269 S.F. FLOOD ZONE; (1N eeei) REAR =30 FT. REAR = 221.81 FT - 1. °m- so IL s W SIDE =25FT WSIDE= 128.05 FT 70NE A (PORTIGNE PER E.RM IVAR CG95 -220F, DATE SEPTEMBER 25, 2 09 (LAMB APPLIED FOR) SITE PLAN ZONING: A -1 y O H H U r , r` F�Y F� O U O O � W WO" 9 O ^ � � I0 r� 9 m, ' ' ' ACCESS BLE PARKING STRPNG ttP WHEEL STOP, TYP. 8' %4' 3000 P51 DIKE RACK AD/ W TH �. OVERALL SITE ' 4 CONTAINING titn�vo m 17.05 f ACRES ��o��oryryry �N ao xA �cAFS• ' FLOOD PWN LKE a ELEVAi ON 116.4 FUTURE ' • . safli�nG / i WETLAND cory Tin rvG DEVELOPMENT LINE ZONING: A -1 y O H H U r , r` F�Y F� O U O O � W WO" 9 O ^ � � I0 182LF -30 "HDPE 1 GTE ®o.zox NOT FLATTED IYPE� STORM MH — 194LF- 30 "HDPC RIM= 18.32 j I REFER TO SHEET 13 FOR OUTFALL ® O.18J9. =112 93 IL INV ED STRUCTURE RETAIL I STIR 5 112.6 j /.. / tt E D INLET 110 F P IPE FOR PROFILE "IPPE SEE SHT GRATE 1].50 AL IN 1 329 r n \ 7 aLF 24 HDPE • • �— C \\�" �� / -: z STR # R. Gann 1s '- _, 3 2 18 3 2 °HERE �� I I \ -.• 60. 209 33LF -1H HERE '. r - �; ST _ u. . __ ___� 60.309 � — I \� \• 1y corvTRACroR senLL GRADE THIS °- L D zDNE • u AREA TO ENSURE E E ENR FLO �' \•7 ORA _ AGE FLOW TO ETLANO 4°' FF= 120.00 MATCH EXIST PAVEMENT G H DE EOP 1 76 ONG ENTRANCE NCE (F P) 9 4 F . INV = 114.30 THdLF -t8 " AL OP VARIES ELEV 12Ofi 12O. SS ®0.22: E oe' m � C J rEPa wL 1 . . ° TYPE P7 STORM MH 84LF- 18'nDPE � 64LF }0 ° HOPE ' RIN =119.65 @O.2OS STR # 8 STIR d 9 ®1. S71 r r INV(N,8 &W) 113.89 IPE D NET 121 LF -10 "HDPE ttPE D.INLEf PP NG B -5 STIR # 2 - GRATE =11].40 ®0.209 GRATE =11180 ELEV=119.2 TEPEE D INLET r , r NV -11 a.3O ROR NG H -4 GRADE TO EXISTING GRAT=11100 rvv 4.06 ELEV =1202 MAX SLOPE 3'.1 INV = 112.16 OVERALL SITE - CONTAINING ' 1.05 f ACRES r o AACaes' ' NTA r r 4p A AAIa TE -111 00 n2 s5 33LF 30 "HOPE o.2os STR N 1 N 9 CONE MES 20 0 E� [�] W o VAS ao� oaa a aoA o af a oe� L.4V05\la TRACT °C (l.�'SIILTw. \TS, LLC CHE SH IRE Voor's B. 37, FGS 147 -] ?B En6ineer o(Recnre STORM'rVA TER,_LF�GFNp: � anrL PROPOSED SPOT ELEV. NOTE'. AE _ MATCH EXISTING GRADE +t ALL ROOF DRAINS SHALL TIE INTO DRAINAGE STRUCTURES �L�e -� (SEE ARCH PLANS FOR DETAILS) EXISTING CONTOURS GRAPHIC SCALE PROP.STORMWATER PIPE s�-e STRUCTURE NUMBER (ix GT) - 4 0 I2ADIN anU DRAINAGE PLAN 12" GATE VALVE W /RESTR /Box /RI S ER /CONC PAO SEE SHT. ] FOR PROFILE 'E'2' SCALE EMENT OF U STATION AREA BELOW W ROPOSED 12' D.I. TERNAIN CRFCAL 5 FT OFF EXISTING EDGE OF PAVE") 12 'X12 "XB" TEE MAINTAN 5' SEPARA BETWEEN WM k EM L12' DATE vALVE / lW STR /BO% /RISE /GONG PAD 2'x12'x8'TEE W—E VAL V E W /RESTR /BO% / /RISER /CONC PAID 7 1 J. 0 POPOSED 0 (FRM MH N1J DI. WATER "AIN C(SCR-15 a PVC(5 35) WPRY MH V =ii�sa (( FRM V IN = 0 LF 111.20 (FRO1.1 1 0' STUB WTH PLUG A FUTURE CONNECT ON) SANITARY MH N3 (5)INV OUT 111 10(70 LS) R M ELEV 110.40 i $ NEINV IN — 113.IE(FRM MH14) -° - X144 1F e' PVC SPN(SCR JS) ®O aLR fSW� INV OUT- 113.08(TO MHN2) \ n / _e •.a e' =m -- a e'w1n— ex+v e'w+a e' ++n e'x.xe vr— e'm,e-ww— r NI -1 T STRN Top s n_ FIRE HYD- ASSEMBLY FF = 120.00 SANRART C.O. INV =116.0! CONNE CTIO WjATT.ACHEO FIRE OEP1. 34 LF 0' PvC 54N� \ BUILDING CONNEN (BY CONTRACTOR) 5 R— }5) ®G.40% \ 41T SANITARY C.O. FDIC SHALL HAVE FELL AND CLEPS (C — 115.40 ACCESS 300 IF 0' PVC SAN POTABLE I'll (SCR- 35)00.40% F -6 "PVC RP2BP ]' ( ]Ja "(c- saa)PVC sANrtARr MH Na ®1.co% RIM T LZ= 118.32 ((N)INV IN = 114.48(ERM MHNS (BW) INV OUT= 114.38(TO MH�3) SANITARY MH NS 'F SUPPLY RIM ELEV= 110.91 WIDE GATE VALVE (NW)INV IN 115.12 (5) INV 5 /Box , GONG PAD 11E — IT ILEIRAU'F CETAII NV OUT -11 1 NV IN=111.O° u 1 mi ii�! II liil i :,i i �! I�I� „illy ,o METAL FENCE AROUND FT STATION wTH 4 ECORATNE BLACK 5 'G GA6D s PROPOSE LIFT STATION12 ON -- NSx EE E STABILIZED BASE 4' DEEP OVER FM �a 12 Nr (DRI4JC900 r \\ TEE r , W /6 RESTR /BO% /MISER /GONG PAD 9' 3" TEE 1V /3 "GV /RESrO% j R /B /(EISEft /C.ONC PAS i ; \\ I ' , , • , , I SANRART C.O. INV =116.0! CONNE CTIO WjATT.ACHEO FIRE OEP1. 34 LF 0' PvC 54N� \ BUILDING CONNEN (BY CONTRACTOR) 5 R— }5) ®G.40% \ 41T SANITARY C.O. FDIC SHALL HAVE FELL AND CLEPS (C — 115.40 ACCESS 300 IF 0' PVC SAN POTABLE I'll (SCR- 35)00.40% F -6 "PVC RP2BP ]' ( ]Ja "(c- saa)PVC sANrtARr MH Na ®1.co% RIM T LZ= 118.32 ((N)INV IN = 114.48(ERM MHNS (BW) INV OUT= 114.38(TO MH�3) SANITARY MH NS 'F SUPPLY RIM ELEV= 110.91 WIDE GATE VALVE (NW)INV IN 115.12 (5) INV 5 /Box , GONG PAD 11E — IT ILEIRAU'F CETAII NV OUT -11 1 NV IN=111.O° u 1 mi ii�! II liil i :,i i �! I�I� „illy ,o METAL FENCE AROUND FT STATION wTH 4 ECORATNE BLACK 5 'G GA6D s PROPOSE LIFT STATION12 ON -- NSx EE E STABILIZED BASE 4' DEEP OVER FM �a 12 Nr SANITARY PROFILE MH 2 TO LI FT STAT H 1"= 50' V 1” =5' LIFTSTATION SITE PL 1" =20' FIRE FLOW H pl the O tinge Cpuniv Fre Code Fpr a T]pe 11 cgnsiructl n be Ween 112 ]O1 120100 3 ]gO GPM AI1HO1:gM1 acretl10150]5 °k 1sg di, fora 00 GPM bu tlnq ur (4) M1Vtlanls capable pf pmv tling 1 D tletl 1 FILL 20NE ­ P E R FENA FL00D NAPS 0 NOTE' • BUILDINGS TO HAVE FIRE SPRINKLERS • POTABLE WATER REQUIRED: 125.1 GAL /BED = 125.1x120 = 15,102 GPO — • SANITARY CAPACITY REQUIRED 1126 GALIBED 1126x120 13512 DID • DESIGN FIRE SPRINKLER FLOW' 6DO GPM BUILDING IS TYPE III CONSTRUCTION WHICH REQUIRES 4 GPM, THEREFORE 4 FIRE HYDRANTS ARE PROPOSED. FLOW CALCULATIONS ULT TS LLC D ] ERUSCIED WITH 120 BEDS 1251 GALLONS FOR WATER AND 2.B GALLONS FOR WASMATER m 15012 ADFFORWATERAND 13, 512 ADF FOR WASI —LER LRI­ To ensme:rnrae�gra z —f— ­11— SEWER " 6 IOR MAN a5 rRE HarpRANr GRAPHIC SCALE ° qp UTILITY PL NOTE: BUILDINGS ARE FIRE SPRINKLERED I' �FOaP E 0 5 - E%ISnNG EDGE OPOS - dF - 9RVETaErvT _ � I� R 0 12 y , t W a s YELLOW PROPOSED T OT FN E 11W,i11P. wHEP ExiSn EO PucMENT PER FD I o. ions ING Is `Aie nno RE STRPE IS NEEDED S45L -T /s' EDGE EMC, W/ W -R RPM AT 20' O.C. ROBERSON ROAD LEFT TURN LANE IMPROVEMENTS DESIGN PER F V fl 126, DESIGN SPEED 35 MPH PRaPaseD NEW PAVEMENT �� ROBERSO ROAD 1 , x, F RB NGR � SH RE EP E � i STING EDCE- 1 W a s YELLOW PROPOSED T OT FN E 11W,i11P. wHEP ExiSn EO PucMENT PER FD I o. ions ING Is `Aie nno RE STRPE IS NEEDED S45L -T /s' EDGE EMC, W/ W -R RPM AT 20' O.C. ROBERSON ROAD LEFT TURN LANE IMPROVEMENTS DESIGN PER F V fl 126, DESIGN SPEED 35 MPH PRaPaseD NEW PAVEMENT �� ROBERSO ROAD 55 I I Irz' x M _ =FM' M N M FM p ,. - v�x - _te F M _ rvn FM_ M= _7t _ ROBERSON ROAD .$ /r GRAPHIC SCALE W SITE BENCH MARK R, BERSCN ROAD �� 1 �_ xicn - - . rr nEe„xos) � 9 0 W F o xa x Frl M _. _... r U EXISTING RORERSON CL RO Ex ST NG CL RO RSON RD. I � EXISPNG CL ROUERSOYJ _ - -._ „ .. FN . ... _ p O6- F AND POSE0�6' WATERMAIN MAINTAIN 0 WATERMAIN MANTAN 3fi' COVE 36" COVER i lia o� I- ,9 °_ ,d. nRi „I .I = I I I ° �'i I °_ _ I ° _nl R„ I � Ip rn� EyyyF o so o 1 5o z w 1 u 3 oe e m +� e« _ 5. s,oe 1._o c.so M 9.5o E«oo e+5o te,ou �o, -o tirc9 it+s0 t1+m - ix,cv t�. na t +_«SV to +oo ia,5o � O _.. — - - _ _ i � FM FN _ F tz'w —tz, - - --- _ — F , SF—� _ % 1 xis ' �x -- tr wra— - - - I__ - zowo zt« 221. � °_ _ � _ _~ �— EXISTING EO �ESi NG EDP Pd4:33 x x I\ ! - 5 T � - wtx ­FR _ _ I/ ESTMER E PARK VAY ix zcnr � [ wrl - - m f - .D _ ROB fRSON �wR A ll �eeoxosl CONNECT TO art _ _ T r xcccrsU�; GRAPHIC SCALE Z ISTING WATER AIN WIITH 12 GATE vALVE /REeax /RISER /GO / NG PAD .I nu �.rec // I Ess TaP - ,II, x �r s�o wc2— J RO R0� I -- -- _._.. t =so x ,=5 v ( _ _ __ CONNECT TO EX STING 12" D.I. WATER MAIN WIITH 12" GATE VALVE W / REST / BOX / RISE / _.. _ T AI VALV -ST CL R RELEAS El ROBERS RD. _ - ' '.25 - _ - -'- _- ` -- - _ _.__ _ _ ----- .:_ __ 11 0 .. 1 120 _.. _ I .. _. E ROBE ----- RD t 2S S CL '. _. ._.. _._ z0 > V C V6ULT S LLC PROPOSED 6 F!A ANO 12" DII ATEAMAIN MA NTNN S 1 E %I TING 2" O ED 6" FM IN WATER MAN PMNNTNS ' ! PROPOSED 6' FM TERM N MANTAN 3fi COVER SAN HW TH X KOR N SEw1 ORI APPROVED I •.. �DP02E0� I ' J6" COVERT" ftTlz' MINTAIN ___ J6 " _ N 12" CLEAR UNDER WM ._ _.. � n .. .EQUAL ( S I � _ I Engineer of e _ of � I ,e,.._ I IwS. I,.�� „sx ,e «OO a +_e le +OO I _ ...�'� t_ +1a 1a. 2x,5x 1 « 11+ �,_ +oo 12.50 N W E GRAPHIC SCALE MAIIN L.1 ' sneer: ' (Ix cer 7 ITE UTILI7' PLAN & PROFILE N w +rXK E D PAPIIIC s�� 1EIRTS MEMORY CARS C.— OT:- T--lAY I SOIL EROSION/ SEDIMENTATION CONTROL OPERATION TIME SCHEDULE SYMBOLSLEGEND ® on SOILS DATA m ero GR <io E I PRE- DEVELOPMENT ACREAGE SUMMARY N YI�� 4P.AVHIC 5CAt8 I flri) DISCHARGE STRUCT DNUBLE SILT FENCE AR[ DISCHARGE PEINT LATITUDE 28 531826 LENGITURE - 81556041 DEVELOPER I OWNER ux cauraci. E oPEParoa, cervEnat corvraaciorc_ uPEMNTENOErvi: SOIL EROSION / SEDIMENTATION CONTROL OPERATION TIME SCHEDULE coNSiRUCIION SEQUENCE P q U SYMBOLS LEGEND ® cES�sF.G Cx SOILS DATA x�� cxw e/0 PRE- DEVELDPMENT ACREAGE SUMMARY P) LAROSRL(RT COYSlitTANTS, LLC enslo«�ora«o�e rren.� pftre bc» 1 1 arf � l 1 S %VPPP - PHASE 2 P) LAROSRL(RT COYSlitTANTS, LLC enslo«�ora«o�e rren.� pftre bc» 1 1 arf � l 1 S %VPPP - PHASE 2 �•1`,� I® .PROTECTlOV 09 SIMILAR STRVC r A sw, SE4➢4tl_A9 �l� 5. elan �el�n�� IIEYB➢Pn IILYa ➢PIi BARRIERS QOR RLL SLOPES STAKED TURBIDITY BARRIER *­E 11 IPE �=a,E FLOATING TURBIDITY BARRIER r�en '- �•e�cn F pEYA➢Otl QEVB➢Pll TYPE II TYPE I BARRIERS FOR UNPAVED DITCHES BARRIERS LAYOUT DETAIL 1111 1 —T M.7 � T .% - T EENCE ATTACHMENT DETAIL : Zj_".. __ M—owm TURBIDITY BARRIER APPLICATIONS cvrno��� I .mo NDTE Rpe A TEMPORARY GRAVEL CONSTRUCTION ENTRANCE H a S OH OA W W � � z � 0 O � � � W °A NERAL wOTES o`e.arao•��q s�aS u ,°,o ao��cc FLOOD PLAIN U'A+T WETLAND BUFFER LIMIT WETLAND LIMIT PLAIN 6 EL. 115.M1 LINE_ SOD SOD SOD SOD uvoscArL is' MIN zs' AVERAGE 10' 10' 10' WIDTH VARIES 10' 10' BUFFER POND STAGES WETLAND/ MEAN ANNUAL 115.30 s° FLOODPLAIN 10 YEAR 116.16 EL DISTANCE VARIES BUFFER 101.. - - EL. - 1179 - - -- - - - -- - - -.25 "FAR, 116.67 ( O EL. L18 - -0- - IED YEAR 117.33 - - 3:1 MAX 10:1 TO EXISTING 1 �-- GRACE ------------------ CWL= 113 1 ___, NWL =113_7__ 1L S ----------- ill 7 --------------- EXISTING GRADE 1 2 ELEV 106.7 —2 1 POND SECTION A -A N TS ROADWAY WETLAND /FLOODPLAIN WETLAND SOD SOD SUFFER LIMIT LINE FLOOD PLAIN LIMIT EL. 116.4 10 3.5" � 15" 15' MIN 25' AVERAGE WETLAND/ -- _ FLOODPLAIN DISTANCE VARIES BUFFER EL. 117.5 __ ELI 165 - -- \ �oj 115_8 `\ GRADE BACKSIDE OF POND TO EXISTING AT NO 3:1 MAX 5 5 GREATER THAN 10:1 TO TO EXISTING EXISTING GRADES. GRADE E i EL 11 .8 _-" 5 N M 5 EXISTING GRADE POND SECTION B -B N TS 8' 6' .5' 2' 14' 14' ,2' 6' SIDEWALK 1 , 6 z9 00, SOUK :. TYPE F' CURB ASPHALT DETAIL REFER TO SHEET 15. OCOEE TYPE D' MEDIAN CURB ENTRANCE SECTION CONTROE STRUCTURE MODIFIED TYPE "C" INLET FDOT INDEX 232 OUTFALL CONTROL STRUCTURE �I FBI U w w a O A H �03 ao o O a cc LANUSnL1RT COYSULT.INTS, LLC - o '.ia2.n�•�. mro. Pao �ECr CKEO: o a l Al EEi: 13 STORE \7 \VATER DETAILS WETLAND BUFFER WETLAND LI FL❑UDPLAIN BUFF FLU❑DPLAIN ELEVATI ❑N 11 1 1 SIN ELEVATI ❑N 1164 NAVD AND LINE JD BUFFER 30UNDARY _AND BUFFER TLAND LINE IDPLAIN BUFFER DPLAIN ELEVA f IUN 116.4 NAVD FLU ❑DPLAIN BUFFER WETLAND BUFFER LANDSMART CONSULTANTS, LLC Eo�ivccr of Recor.l 3 a GRAPHIC SCALE =��Ea„ "E14 PAVEMENT BASE SUB - BASE \\ 1 -1/2" (PARKING) 2" (DRNEA-) LOCH TYPE S -3 (2 -1/2 " WITHIN THE ROBERSON ROAD ROW -TWO LIFTS MINIMUM 1 -1/2 STRUCTURE AND I" YIEARING COARSE) BASE COURSE 5 IN PARKING AREAS CRUSHE DCCNCRE E 98Y. CENSOY STANDARD PROCTOR (S" DRIWEWAY) PER ASTM 0 -558 AND A MIN LSR OF 100 SUB -EASE 12" MIN LER 40 OR 907. MODIFIED PROCTOR (ASIM D 1557). 'REFER TO GEOTECHNICAL REPORT *PAVEMENT OETA /L e) I 9) 12' 1 ED CONTRACTOR SHAT_ L IDENTIFY THE APPROPRIATE LOCAL STATUE THAT GS FINES LEVIED. AND FURNISH Z) SAID AID SI SIGNAGE. /� 3 "O GALVANIZED STEEL PIPE ' ✓ PAINED YELLOW III 6' STEEL BDLIARD 4' 2' 6 4 till 6' 6' 6" 6' CONCRETE CLQ RLINFORCED XA'x6" 6 111E BOLLARD DETAIL S CON NECTION DETAIL AT EXISTING ASPHALT PAVEMENTS PC G PT OF RADIUS RETURN 1 z" I �\ O EDGE OF RU -LANE III T111iilii ills PROPOSED CONSTRUCTON 1 _� IIII IIII �a • ,w xw ww� -- 1 SAW CUT FULL DEPTH OF EXISTING ASPHALT / PC OR PT OF RADIUS RETURN NEW SURFACE NEW EASE EDGE OF EXIST PAVEMENT SAN CUT FULL DEPTTH 12 APPLY PRIME OR TACK OF EXISTING ASPHALT MATERIAS AS NECESSARY CON NECTION DETAIL AT EXISTING ASPHALT PAVEMENTS EXTERIOR FINISH TO MATCH COLOR AND TEXTURE OF MAIN BUILDING X12 L6' BOLfA4'vJ I I I t2 BASE L TEEL BAR THRU 'OST OR LL HOLES N BE l b4 bAR 1d "LONG -_ F0.4 GATE STOP HOLDERS TE 2 ' 8" 5" .� PAVEMENT SURFACE PRECAST CONCRETE WHEEL STOP — 1'lriiE rvH HANDICAP PARKING PAVEMENT MARKING eunr € RIAN 1111 RAMPS FOR LINEAR PEDESTRIAN TRAFFIC ( IAM X EEF RECESSES FOR SITE CAN 90LT D E S. P OVIOE TW EAC SATE IN 120' SWING 0PjV EXACT L ENONNSHELD VERIFY DEC0.4ATIVE METAL DOUBLE ATE C x 10 TRASH ENCLOSU NORMAL 45' -0" WITH 4 WIDE SIDEWFIK MAXIMUM 5D' -0" '41T.H 5 OR WIDER SIDEWALK ` EXPANSION JO NT W ST4U.,2 JOINT fi' MAX 1/2" EXPANSION JOINT FULL DEPTH BROOM FINISH /M1 D/W EXPANSION JOINT STRUCK JOINT NOTES: 1. SDER 'K EXPANSION JCRIS TO BE AT ALL TIES TO R T CONE E E EITHER THAN DRIVEWAYS. NJ1%IMUTA SPACING SHALL DE 60. 2, EXPANSION JOINT MATERIAL SHALL BE ASPHALT FIBER IMPREGNATED PREFORMED JOINT FILLER, TO FILL DEPTH OF CONCRETE. 3. SIDEWALK WITHIN ROBERSON ROAD ROW AND ACCESS ROAD SFALL 3E 5' IN WIDTH, SIDEWAI K AROUND 3UILDING CAN BE REDUCED TO 4' IN AIDTH. _ TYPICAL SIDEWALK n �APA XI­ ' IEII 1 CONC. ND, f SEE PLAN "WAVE" BIKE RACK '.TS. EEFE 01 IRAVEL .1 �1 I�A I 1E 11" 1101 ARE (SEE FLRN VIEW FOR STOP BAR DETAIL WITH SIGNAGE F H f� O F.y z Wo� TT�^ V1 LM DSNART COM1SULTANTS, LLC Engi —, "T RV—d PRIIEIT DR CLIECKED: .1 DATES =�ALE a„ SHITS GENEILIL DETAILS 8" DIA. HANDICAP SIGN O III T111iilii ills _� IIII IIII �a • ,w xw ww� x1) W ­N%.. w`WiiN1'. cx -0 111 —11. x) 1/x' K l ] /4' FYPMSroN Tnt!Ily, 9olfi pFV✓ixp. � Po'w Fo W/ ANI 11R CAtnNc l) ¢ /2' x l )/4 GP l M�SI,M�u¢w.9 SLR i2JwGfo. NONE �`- RECEPTACLE • �� NONE "�`' BENCH ❑u or, Irc. ❑uMor, inc. a ,IO- 32 -Fi0 D u p "+ 160 SERIES EXTERIOR FINISH TO MATCH COLOR AND TEXTURE OF MAIN BUILDING X12 L6' BOLfA4'vJ I I I t2 BASE L TEEL BAR THRU 'OST OR LL HOLES N BE l b4 bAR 1d "LONG -_ F0.4 GATE STOP HOLDERS TE 2 ' 8" 5" .� PAVEMENT SURFACE PRECAST CONCRETE WHEEL STOP — 1'lriiE rvH HANDICAP PARKING PAVEMENT MARKING eunr € RIAN 1111 RAMPS FOR LINEAR PEDESTRIAN TRAFFIC ( IAM X EEF RECESSES FOR SITE CAN 90LT D E S. P OVIOE TW EAC SATE IN 120' SWING 0PjV EXACT L ENONNSHELD VERIFY DEC0.4ATIVE METAL DOUBLE ATE C x 10 TRASH ENCLOSU NORMAL 45' -0" WITH 4 WIDE SIDEWFIK MAXIMUM 5D' -0" '41T.H 5 OR WIDER SIDEWALK ` EXPANSION JO NT W ST4U.,2 JOINT fi' MAX 1/2" EXPANSION JOINT FULL DEPTH BROOM FINISH /M1 D/W EXPANSION JOINT STRUCK JOINT NOTES: 1. SDER 'K EXPANSION JCRIS TO BE AT ALL TIES TO R T CONE E E EITHER THAN DRIVEWAYS. NJ1%IMUTA SPACING SHALL DE 60. 2, EXPANSION JOINT MATERIAL SHALL BE ASPHALT FIBER IMPREGNATED PREFORMED JOINT FILLER, TO FILL DEPTH OF CONCRETE. 3. SIDEWALK WITHIN ROBERSON ROAD ROW AND ACCESS ROAD SFALL 3E 5' IN WIDTH, SIDEWAI K AROUND 3UILDING CAN BE REDUCED TO 4' IN AIDTH. _ TYPICAL SIDEWALK n �APA XI­ ' IEII 1 CONC. ND, f SEE PLAN "WAVE" BIKE RACK '.TS. EEFE 01 IRAVEL .1 �1 I�A I 1E 11" 1101 ARE (SEE FLRN VIEW FOR STOP BAR DETAIL WITH SIGNAGE F H f� O F.y z Wo� TT�^ V1 LM DSNART COM1SULTANTS, LLC Engi —, "T RV—d PRIIEIT DR CLIECKED: .1 DATES =�ALE a„ SHITS GENEILIL DETAILS 8" DIA. HANDICAP SIGN 8V WARNING TAPE FINISHED GRADE ACI 1' ILAX DATER FEIN OR FORCE MAIN 1" MAX. 810 THNN TRACING WIRE NOTES I. ALL PIPE SHALL RECORD J10 FIND SOLID COPPER TRACING WIRE CAPABLE DETECTION BY A CABLE LOCATMIR 2 AN O STALL BE BURIED DIRECTLY ABOVE THE CENTERLINE THE PIPE LOE WIRE SHAil TERMINATE AT THE TOP Or EACH VALVE BOX 3. ADD B BE C APA B LE S OF R E 12" ABOVE TOP OF B M SUCH A AS NOT TO O INTERFEFER RE l V PREPAID USE C CT 5 S0 N. USE D TAPE AS NECESSARY i0 HOLD WIRE DIRECTLY ON THE TOP OF THE PIPE, 4. EARLY TI E THE MAY BE REQUIRED 14 AUCTION i0 LOCATING DIR WIRE AT DIRECimN of an. PIPE LOCATING WIRE DETAIL 24" x 24" x G' THICK CONC. PAD 1YP. EACH VALVE BO %. J DIA. BRONZE DISC ANCHOR O . O $A AS R N ONC PA k4 ALL AFR 3' D ANBHOP.ED (SEE rv0iE t) IN CONC. PAD STAMP SIZE OF VALVE AS REO'D. TYPE OF VALVE �. SERVICE DIRECTIO & M1O DI TURNS '0 OPEN VALVE BO% O ER FIC 250, PSI CONCRETE MIN. ANCHORS UNIMPROVED CCNDITION FINIISH.E� E 9" ASPHALT SURFACE t --BASE 4 x A. x18" LONG t VAI VE BOX MIN.) PRECAST POST AND COVER 'ITII 3" ""T" (TYP BRONZE DISC SET IN IMPROVED CONDT GROUT AS SHOWN ITION ABOVE. NOTES: 1. BRONZE IDENTIFICATION DISC SHALL BE REQUIRED FOR ALL VALVES 16" AND LARGER, OR AS REQUIRED BY THE CITY FOR CRITICAL SHRINK VALVES. 2, I'VE COLLAR DIMENSIONS MAY BE REDUCED TO 18' x 19" x 6" WHEN CITY OF GGYREE 'MIME' ICIA1111 THE BRONZE IOENTIFICATION DISC — G NOT REQUIRED. VALVE COLLAR DETAIL T ry lu Innry #IC IHHN TRACING WIRE CURB STOP TRACING WIRE U— BRANCH BLUE' (SEE NOTE 3) BLUE' FITJING / ,7 /a .ORPCRATION N00� PLANTED CORPORATION ' 4 ) STOP I" LAIN. BLUE & WITH STOP I" MIN.) CURB STOP LOT NUMBERS 2 EA. 'COIL EXCESS POLYETHYLENE TRACING WIRE POLYETHYLENE TUBING (I" MIN.) N BO% TURING (I" LAIN.) SINGLE METER BOX DOUBLE METER BOX AND DATE METER A BY WILD METER (BY Cltt ) SINGLE SERVICE DOUBLE SERVICE CORPORATION STOP & HITTING A— W—ER (NCRIAALLY OPEN) CC T TO OFTEN BOX 810 THI TRACING POLYETYLENE BLUE' TUBING DEC. 'POTABLE WATER COLOR SHALL BE BLUE AND RECIAIIAED WATER NOTES: SHALL BE MARKED WITH PURPLE 1. ALL FITTINGS SHALL BE BRASS WITH COMPRESSION /PACK JOINT TYPE CONNECTIONS. 2. NO SERVICE LINE SHALL TERMINATE UNDER A DRIVEWAY. 3. EACH SERVICE SHALL TERMINATE AT A CURB STOP(S) WHICH SHALL BE EXPOSED APPROXIMATELY 3' ABOVE FINAL GRADE AND TIED i0 A 2" x 4' x 4" STAKE WITH THE TOP PAINTED BLUE(POTABLE) OR PURPLE(REUSE) AND MARKED IMTH THE NUMBER OF THE LOT(S) TO BE SERVED. 4. —CUT 'W' IN CURB FOR LOCATION OF POTABLE WATER SERVICE, 5. CONTRACTOR IS TO USE A HOLE SAW AND REMOVE COUPON WHEN SADDLE IS USED. 6. DIRECT TAP OR SADDLE MAY BE USED ON I L', CITY OF 0 U'RUTIES DEPARTMENT ). SERVICES SHALL BE DIRECTIONAL DRILLED OR PULLED. NO OPEIJ CJi SERVICES- WATER SERVICE CONNECTION DETAILS MINIMUTA LENGTH (FT) TO BE RETRAINED ON EACH SIDE OF FITTING(S). PIPE SIZE NOTES: I. FITTINGS SHALL BE RESTRAINED JOINTS UNLESS OTHERWISE INDICATED. 2. INSTALL FULL LENGTH JDINTS WITH TOTAL LENGTH EQUAL TO OR GREATER THAN SHOWN IN THE TABLE. 3. 'WHERE TWO OR MORE FITTINGS ARE TOGETHER, USE FITTING WHICH YIELDS GREATEST LENGTH OF RESTRAINED PIPE. 4. IN LINE VALVES AND THROUGH RUN OF TEES OUTSIDE NAITO OF RESTRANED JOINTS FROM OTHER FILINGS NEED NOT BE RESTRAINED UNLESS OTHERWISE INDICATED. 5. LENGTHS SHOWN IN THE TABLE HAVE BEEN CALCULATED IN ACCORDANCE WITH THE PROCEDURE OUTLINED IN 'THRUST RESTRAINT DESIGN FOR DUCTILE IRON PIPE" AS PUBLISHED BY BIRDS, WITH THE FOLLOWING ASSUMPTIONS: WORKING PRESSURE: —_— — — P.S.I.' SBIL DESIGNATION: LAYING CONDITIONS: 6. FOR PIPE ENCASED IN POLYETHYLENE, USE VALUES GIVEN IN PARENTHESES OR INCREASE THE GIVEN VALUE BY A FACTOR OF 1.5. ' TO BE COMPLETED BY THE ENGINEER. RESTRAINED PIPE TABLE. DOUBLE DETECTOR CHECK VALVE ASSEMBLY ( PLAN REFUGE BACK FLOW ASSEMBLY YM PROVEI CONTRO LOOP OF ANIT OR FLOW ' VALVE PER 55 iTAt Nc R111 u OS & Y VALVES (FLG) (2 REQUIRED) BYPASS BACKFLOW PROFILE ASSEMBLY g10 T.T. soup —PER BYPASS R ME X DETECTOR METER, , MAINTAINED BY UTILITY 90' BEND 6" CONCRETE FLANGED JOINT SLOB (2500 PSI CONCRETE) PIPE SUPPORT ( 12 (NP) RACING HIRE GENERAL NOTES nETET M, `' / \; '� RISER FLG X MJ P'PE N THE ILarnc A sou II.TERVAIS As PoLLUws. PoR usr nccESSlelum. UIP E %PAN SIGN M IAL ATER TO BE PLACED BETWEEN DIP LvE ecx AT THE Ell oP AND CONCRETE SLAB THE RUN. N FROM MAIN TO SERVICE IF IL I PI R­ T.PTSE FOR HILDRANTS AN D 90' BEND (MJ /MJ) RESTRAINED JO NTS (TYP) RE EIILEO AND ­U IN A 1AUVE `11 111 AERNESSINE11, TRACING WIRE CONNECTION SELD BLUE PIPE nTER� AS LENGTH oP THE PIPE. rvE EST RE t. to THE WITE DR OF THE IPE uorvc THE Oit W ATER MAIN arnER coNaST N� TV_ PTI ­L ETAI THE I IF ­7-- #I:F oa.ETEEE .THE III ­H WHITE El ­11 IETT TIEW THE-AGUILLI 'HALL US _�EIT TAPE PROM NDwT T ° METAL O ° WATER MAIN WITH IDENTIFICATION TAPE PIPE IDENTIFICATION (POTABLE WATER) NHS: 1. W MAINTAINED REQUIRED FOR SITES WITH SEPARATE DOMESTIC AND FIRE SYSTEM SUPPLY PIPING. 2. PAC KFLO ASSEMBLY SHALL BE OWNED AND MTAINED BY THE PROPERTY O'WNER. UTILITIES SHALL OWN AND MAINTAIN THE METER, 3. UTILITY EASEMENT REQUIRED FOR BY —PASS METER READING. MINIMUM EASEMENT SIZE IS 10 FEET BY 15 FEET. q z r ow — 1U § € usmxm na 0 ttamnl I„xt `�"a>w.,w mwLxF,n wLOnN� .11 vrxm WE M ITI .) THE Nni4'IOR SNNE DOMKI ONE MSPECIOfl POT [vM ARERBLY °F 0 OEE URDTIES DEPARTMEN NCEPT A00NE ME SUB RGEOPED PER 1NE PAa'N�F BY THE COITERTOR PRE FIRE LINE MASTER METER AFPUIBENWEF WL BE I'— BY TIE IOMRAE ASSEMBLY 3. OEE�.1 MASiTA —Et IM BE MPPWFO W CRY PPgA i0 PexclwsE DA NETAL T . L � C'^ r, W O H V AS p�A W z L a W N O C^ I r k , N � W p'y O ^ O ^ � TT V1 i conuRETE ewcxNl,. ucRE1E e+sE cI GETUES IIIIIEC, SET i0P OF VALVE BO% TO FINISHED GRADE VARIIES VARIES LOT LINE WYE WITH 6" BRANCH SEWER MA =N SIZE VARIES CLEAN -OUT SET TOP OF VALVE BOX TO FINISHED GRADE CONCRETE COLLAR 6' REINFORCED CDNCRE TE FINISHED GRADE COLLAR 1N UNPAVED AREA. BEND (IYF.) WYE WITH SEE NOTE 1 6" BRANCH FINISHED GRADE IN UNPAVED AREAS (SEE DETAILS) �( r 1 �/ CLEAN -O�T \ may ^REMOVABLE 6" 45° VWE WITH SEE NOTE 1 PLUG BEPID 6" BRANCH LET W c1TR5 faUi? N (sEf si R FR UEOOED IN ISITAR uxaarTO ANas I ' N EtEVgrvons sH� s 2 ;coin 11 RICI IN x — ADJUSTABLE C4ST IRON VALVE BOX SEE NOTE 1 —� BOX SHALL REST ON M.J. PLUG VALVE BEDDING ROCK NOT ON V OR L OR PIPE WASTEItiATER AND SHALL BE FORCE ALAN CENTERED ON OPERATING NUT - LINE DOUBLE VlYE PLAN FINISHED GRADE SLOPE Tp TERtAINAL SEE NOTE 2 ADJUSTABLE CAST IRON VALVE BO% ADJUST!AENi RING - BO% SHALL REST ON RESILIENT SEAT BEDDING ROCK NOT M. J. GATE VALVE ON VALVE OR PIPE ! SHALL BE 1'IAIER CENTERED ON IFEIN OPERATING NUT o U FPOn s n s u Iv A B ,nn suucF" DEPTH Ai \ X09° °)MIN. .° °•° g 6 Tna:ro4 °.:• °:: r ,r:fX .° ": �: ": ROTATE SPRNG I LINE - TERMINAL DEPTN 30' (NP.) A PUT o 0.r TMECNEDi s -. I_ e' ulx. •: .:;:.:. ° "v; °: ° "° "• ° "• °" °'• ° "•" • •.• °. ••.•• °.•• °.. ••. ••. F$ REOUIkED FOR (SEE NOTE 3) SEIYER MAIN HOUSE" SERVICE _ _ •.� ° W I nn 1-�g( -)s�� A_ NN acoD "u" RocK . CAST LB , PREUSr rvxoLrnc 6" BEDDING ROCK •�. (3' VILA) (IYP.) SINGLE DOUBLE V°TERAL LATERAL 6" BEDDING POCK F / ^ W O V1 COry REr 0..s E P PROFILE NOTES II I1[ Gwu[lEa rarz sEw[RS uacEaEtPildx xo.d.T of TxE OBIN TEA Is - zd Ox rvnoLE. scE uwx L E IN'EM O O E C coxE Df f THE w AF ROVEO NEC o OED 3. fwP roxcErirRlc scx NEW a BE s[O AS An ALTERxnTnE. CITY OF OCOEE UPLIPES OEPARTIAENi _ NOTES: 1. PVC EXTENSIONS SHALL NOT BE USED ON VALVE BOX INSTALLATION. - THE ACTUATING NUT FOR DEEPER VALVES SHALL BE E %TENDED i0 COME UP TO 4 FOOT DEPTH BELOW FINISHED GRADE. D PNT CITY F OCOEE UES DEPARTMENT ! 1. CLEAN -OUT (SHOWN SHADED) SHALL BE INSTALLED BY THE BUILDER IN ACCORDANCE WITH STANDARD PLUMBING CODE. 2. LOCATE SINGLE LATERAL AS CLOSE TO LOT LINE AS POSSIBLE 25 RT M AX IM U M 3. INVERT OF SERVICE LATERAL SHALL N ENTER BE L ALL Oi EN _R SEWER MAIN BELOW SPRING LINE. ClCITY OCOEE OF UTILITIES DEPARTMENT NOTES: 1. PVC EXTENSIONS SHALL NOT BE USED ON VALVE BOX INSTALLATION. 2. THE ACTUATING NUT FOR PEEPER VALVES SHALL BE EXTENDED TO COME UP TO 2 FOOT DEPTH BELOW FINISHED GkApE. CITY OF OCOEE UTILITIES UEPA TRENT v1 a Q w ay PRECAST CONCRETE MANHOLE PLAN AND SECTION PLUG VALVE AND BOX DETAIL REVISED AUG.,1995 SERVICE LATERAL DETAIL GATE VALVE AND BOX DETAIL TAL III I�1 ITU SEE BIT IMIOIALI 1 PRECAST TEE — coxcRR_ ewcwxc NANHOLE µALL RAISED 1 -I/2" LETTERS FLUSH WITH i0P OF RAISED I -t/2" LETTERS c.,N.RETE - D , j INFLUENT SEE N SEWER SEE NOTE 3) COVER FLUSH YIITH TOP OF COVER 8 o CONCRETE ENCASEMENT •6• OF VERTICAL PIPE DROP PIPE CONNECT ON (SEE NOTE 1) 0 0 �S O 0 p 1 p AS Ei REQUIRED 9D" BEND f~ 2" SANITARY SANITARY P T 10�� IN fS , AT. Ix ) RrAA uo ULII ARfns I" X cocRS_s 0.F eRlcx 11 - STANDARD DROP DETAIL aaF FIDRID 2 - NON PENETRATING F LORIDA 2 N ON PENETRATING _ coons I 3 R ,x � 5 '^ 0 ' 2' -D' g 4 µ iRANSRE COLLAR ENCASED IN NON-SHRINK (LUSH PICK HOLES I K HOLES rrvnr PER OF 'All xgp WITH MIJVETTLE HOLE VlALL PVC Oft DIP (SEE NOTE z) PLAN PLAN If�23 AL 70 BE BE ON xED.jY N .u'rif'ar a' u PRECAST vn `OLE SPECIAL DETAIL FOR 24" DIAMETER PIPE AND LARGER -3/4v — MACHINED SURF CES MACHINED �- SURFACES O er TI �rlv r' I ' �R{_ � - ( esocw 1— z ux STAINLESS STEEL PVC OR BAND DIP STNNLESS STEEL 6 .. L -I /4" 22 - I /A" -L i. 24 " " 1 -1 /2 "MIN. LANP6N14RT CONSULTANTS LLC PLAID M Nc FI a BAs PIPE CWAP RESILIENT CONNECTOR �! 2 -7 t HATITTELE 1 SNOFN Is NET SEwER SIZE e' IHRU 20.•, SEE SECTION 20.43 OF THE ” 14 E R [I STANDARD PRECAST MANHOLE PIPE CONNECTION NOTES: ELEVATION ELEVATION • ^ ° ^'.I „ ° s.n. °.... Engineer of RecorJ INiEIR u+ TME R[O xYER1 0.F THE rMNHOLE. SEE MANxOt(SEV FA Is [ CITNEO", SET LS 3 rn BAUS CO.IEITRrc MINE DESIIx 11 RE USED W AN IL EINNPF CITY OF _ _ _ _ _OCOEE UTILITIES DEPARTMENT PRECAST CONCRETE MANHOLE PLAN AND SECTION T. DROP PIPE AND FITTINGS SHALL BE OF EQUAL SIZE AND MATERIAL AS THE INFLUENT SCNER. 2. THE CITY MAY APPROVE ALTERNATE WATER TIGHT CONNECTION DETAILS FOR CONNECTION OF 24• DIAMETER PIPES AND PURGER, 3, AN ONSIDE DROP CONNECTION SHALL LI rY OF OCOEE DE REQUIRED FOR ALL INFLUENT UTILITIES LINES WHICH HAVE AN INVERT 2' OR 5 OEP A TRENT POPE ABOVE THE MANHOLE INVERT, MANHOLE CONNECTION DETAILS UTILITIES DEPARTMENT _ _ OF OCOEE _ _ _ _ _ _ _ OPTIONAL MANHOLE FRAME AND COVER U iI CITY OF OCOEE LITIES DEPARTMENT _ _ _ _ _ _ _ _ _ _ _ OPTIONAL MANHOLE FRAME AND COVER r xxn 'PR (USE 420 TTP.) CUSP 420 TYP.) A' 0. 2c vnTC b4i01i92 f10 207A _ vnre. vve frM I vp —P wEw E�' -2 02 — - - -c vvm - -� A _ ERA P C CHECKED Lnv '- . - E EI SETVER NMEI", LS LARGE SJFFEN S1 -RUSS JSED AROUND LIT STADAFN TO 3E V13URRLM ODORATISSIN,L IA SPECIFIED AT ] GAL, 35" 1 T., 30" O.0 -, AT TI.IE OE I.N_TA_LATION RD / O.MAL VA ER E�.��A 1 ! �� PC C - E - % WYRTLE SPACED ?5' O C. I t L� Cl -- NOTE: N.,RMAL v:ATER -Ill POND SLOPES TO BE SDDCED WITH ..AMA DI'D TO N—AF wAT.R HIE JFFER LANG_ VFFI LAN IFF "CA IiNDSGAPE PFR JE -ER - E NOTES F - PLANT LEGEND: FP.�.N TA F (t 1'IC "i OJFrl: E RED: 1 ANDSCAPE FBI C ETER 31—T '. 5 DEFIED TO -E (54) ES E '.E 5 F CE lE 111— Sh AJE BEES SPECFCAi ONs REOU RED ADE TREES D S JJDFR5 ORY 100 REE 5 REOV ED FOR EACH 4 PARK VG .. ACES N E P P.. LOT 1 DE 0 U D S O4Y R E IS - TO EE 0 E OF EVERT AT E B �E OF L i E. vrq t r GAL 10 -12' HP V 5' + o gr d' o_ e s roan .—l" 3 } t /2' DBH TR EE, PER I NEAR FEET N RE PF 92 PARK SPACES A DED OV 30 EFr OF BUILD 1G PER METER 2. O ER —. OF SELECTED PLANT JA R.1 , EVERGREEN - 8x6 .n es — d FRONTAGE LENGTH }00 LF 300 92 /r 23 TREES .F.0 FD BUILDI PER !ETER 1300 LF 13 -0/30 44 iFEES 3 AL LANDSCAPE AREA s NOT PIAN 0 RLBS AND IDCD E 5, t ULC '.ED OR FEET A ORAL VEGETAi -VE T E L . UNDERSIORY/ E PEES .CATICKS N \ Lay- rEtro -m - s ✓eGee' 65 SPTC GAL B 10 Hi. % S SPC., /1C0 3 %Z - 9 I.NOER"TORT IFEES 'TOV CED 21 vClD iRAS PROVi0E0: 5TA S LL BE 500 WITH AT ACUS E LORATAA SOLD SOD. PACPALJN 0 B� USED SPAR, N'GLY ADD ONLY SROULO \ i ',— )Op — 2 2 1 /2' JBB, 3 p 6 EE 9 DES - S FRO IA E 0 _0 I.r FE.R '+DTR B '10 REOJI� o- UNTO TREES ? PAM TREES L 30 TO ALT EE R R - -F (0 lDTi RmL RCD: 6 ! CyS 1 UDDERS P TREES L TREES EES vA OF BU LC nG 'ERiM 'ER PO 7 J -AR C AS 4 TR F L ED A 'G .OBE ON ROAD SHA L HAVE ROOT S ELD S 0 CEFLE E ROOTS A Y FROM THE BOE11'A K AIDS LTLTI S NS A -LED N CLOSE V l -ClHI Y- MULE -TRUNK } TO 4 1" TI-5 L IN S EC CAiO S PM1Oen y o_�,.s .GiT DAN ES, � N.IUM 0" R IT 2 SHADE TREES AND 3 'JUJERS ORY 00 f F 2 SHADE TREES AND 3 UNDERSTORT CR 00 C Ci ADJACENT TO LAND5CAP'.NG S G LANI D ER S UPS CR SHRUBS AND GROUNCCOVERS - CATIONS , g L. E BU FERTS R TALE LE 5 '2/ 0 ', DF SEES ON 'E lE GI 0. L 0 C/ CO O- 2 21 DE EES C LANDSCAPED OP P EIS C 30" C. RUBS L, 2 HT 4" O.C. 22/i OG .- D LNO .5 ORT TREY / ' p- %_ }2 UNCC'tE 0<r IP.EES 2 06 S G aJ B/ E UNDCCVER , Snrnum oJOrol �E r i 0 LD t 1d' 0 C. PRO\ CED ' 0 5 J. \Dffic i TR ES DICED- 2 UNCERSTO Y TREES 5869 S. Dr ST AUCUS E SOD �A SOD u,n Flcre.6m SOLD S" ONS AA�ALU.A - 0 BE USED ONLY AROLNO /CND AND NO'J 'RRGATED AIEAS a U � �O U O vA a ^-^ � F�Y Z U a a a LANOSMART CONSULTANTS, LLC En�nttr �tf Rccard S h S o z hJ GRAPHIC SCALE L 1 LA,N'DSCAPE PLAt I RR I OAiIpx xOiES IRRI GA TI pN LEGENU R m A- �• 8 0 � _,— "� °`° "°°" �•`° GADDIN C KIST NDT� IRRI H C - w��'.�.��. °mss •• „r.," "°" THIS PROJECT, INCLUDING BOTH HORIZONTAL AND VERTICAL CONSTRUCION, SHALL INCORPORATE /,' 11112 WAR SENSE'" PLUMBING PIXTURFS AND ENERGY STAR'S APPLIANCES AS ._ __ �—•,• REQUIRED BY CHAPTER 175 OF THE CITY OF OCOEES CODE OF ORDINANCES. DEVELOPER/ CONTRACTOR SHALL COORDINATE WITH UTILITIES DEP m TURF ROTOR , (1POP UP SPRAY 800Y �^ IR?LCrA 2TF5: tO. IRRIGATION SYSTEM WILL BE DESIGNED AND EQUIPPED TO SPRAY HEAD NOZZLE CHART s •,• 1. PER LDS, ARTICLE V. SECTION 6 0 (1), (M), III, THE OPERATE IN THE RANGE OF 40 TO 45 P51 AT EACH IRRIGATION SYSTEM SHALL TIE MT THE EFFLUENT SPRAY HEAD. A PRESSURE REGULATOR FOR THE ENTIRE e •a REUSE D15P SYSTEM WHERE APPROPRIATE. RIAM. THIS SYSTEM SHALL BE PROVIDED. NOT BLE LANDS,YIART O i 0 0. x A 0 5 m °•' RRIGATION SHALL V TIE I T I PRO INTO THE CITY'S WATER R CONS Ult ANTS 11..1 CRY SEPARA AND LANDSCAPE BEDS SHALL BE IRRIGATED BY �e + °.ti ° p'°""`•' " -•° SOURCE. 915iiNTE RIGADpN ZONES, g V° " •` ° 2. IN ORDER i0 PREPARE THE SYSTEM FOR EVENTUALLY 12. IRRIGATION SYSTEM COMPONENTS SHALL BE PROPERLY CONVERSION TO EFFLUENT WATER SOURCE ALL IRRIGATION INSTALLED AND MAINTAINED CONSISTENT WITH IRRIGATION PIPE SHALL BE PURPLE, SYSTEM STANDARDS LanJSaapeA 3. A BACKFLOW PREVENTER SHALL BE PROMISED. 13. SPRAY HEADS AND ROTORS SHALL NOT BE MIXED WITHIN ®^� THE SAME ZONE. VALVE TA �— .e 4. AN AUTOMATIC I IRRIGATION SYSTEM WILL BE USED IN ALL 14, IRRIGATION RISERS SHALL NOT BE USED. DIES [1 ftEMpIE GO u w �BRAEB W ICK COUPLE VALVE DE w•° OEVEtpPEO AREAS OF THE SITE. U a•^+ U ^ ^� ® 1S. ALL HINDS SHALL BE A MINIMUM OF 6' FROM ANY c r 1 •...®..+., "p4S'E�.^.' 5. THE IRRIGATION SYSTEM SHALL PROMISE 1009 HEAD TO IMPERVIOUS AREA. -gym^ °ms`s ..ew °......, �...�° 1O " °°. ..•,. HEAD COVERAGE. Y. R. ALL HEADS SHALL BE ADJUSTED 50 THAT THERE IS NO " 6. AN AUTOMATIC CLOCK /CONTROLLER AND AN AUTOMATIC DIRECT SPRAY ONTO OR OVER BUILDINGS, ROADWAYS OR 4 S o ' RAIN SHUT OFF DEVICE SHALL BE INSTALLED. DRIVEWAYS, OR ANY OTHER IMPERVOUS AREA THAT _ _ °n .SR,° WOULD LEAD TO WATER WASRNG. m 7. ALL TREES SHALL HAVE LOW FLOW BUBBLERS INSTALLED _ 1 ON THEM ON A SEPARATE ZONE SO THAT IT MAY BE 17. WATERING SCHEDULES SHALL PROMISE NO MORE THAN GRAY H IC SCALE m " �,• - .... ° "`— TURNED OFF AFTER TREE ESTABLISHMENT PER100. DEPTH OF WATER TD ANY ZONE PER IRRIGATION OC INTO NO SINGLE ZONE WATERING EVENT SHALL 'P LIN .I „•e.•a., —�.,, J. IRRIGATION LAYOUT IS SCHEMATIC IN NANRE AND SHALL LAST ST MORE THAN ONE HOUR, WITH THE E %CEPITDN OF v TTj MIT" °• BE FIELD ADJUSTED TO AVOID CONFLICTS WITH UTILITIES, MICRO IRRIGATION. A TABLE OF THE FINAL WATERING 1 1 EXISTING SITUATIONS, NEW PLANTINGS, ETC. SCHEDULE. INCLUDING ZONES, ANTICIPATED RUN TIMES 1 Ix FECt' 1 � /1THRU5 TAILS ^ "— L IRRIGATON COxTROLL AND DAYS SHALL BE PROVIDED. (,IaRILAnO DETAIL y P•° y PED • •° sL UxD AY OR W gv° /1TTPICAL VALVf 80% GROUPPNGS 9. FINAL HEAD LAYOUT AND ZONING WILL BE COMPLETED IRRIGATION PLA ll '"' �/ •.•. WHEN FINAL LANDSCAPE PLANS ARE PRODUCED. - 7t \e ' � €�!yrs�c exP .irvE in �OE5u5_ - .' SOn �rvii orw E FDDT r IM; TREE PROTECTION BARRICADE DETAIL 1 1 1 e _ I ✓ \ �. t Fv TREE CHART POINT NUMBER TREE ETVP POINT NUMBER TREETYPE REE 14 PINE TREE 14 2-1 RAK EE V —E PINE TREE 2-2 OAK MEE IP — PINE TREE I IS IW4J OAK TREER 30848 PWE TREE e OAKTMEE ID PINE TREE IS R E o F— TREE 18 Ot48 PALNTREE I PNE TREE 18 8080 PNETREE 10' PNE TREE 18 0082 P EPEE I`R - BEE REMOVAL AND IEPLICERE nT TOTAL TREES b" CAL AND LARGER REMOVED 3 CAR' (ALL ARE SPEGINEN CARS REPLACED AT 1) PWE TREE 18 00]] PINE TREE 11 30088 E IB' PINE TREE 12' ILIQ PALS REMOVED =2 OTAL TREES PREVUED 66 SHADE TREES AT 3 CAI. EACH 5' "' DERSTORY E 12 CA! EACH - OTAL TREES PRO DED = "37 sD PAL+ TREES PROVIDED 0056 PINE TREE 11 OOBi 2.12 PINE MEE 12- 20051 NE TREE tY ceAaxlc scaLC PNE TREE R " PNE IRE, 20" e! nix ) _° ` so I —CH T E5 I rD R E AN BB 1E PIN, EE PINE TREE T N a w � a WW U V�O z v, W a1 oar a a \. - BEE REMOVAL AND IEPLICERE nT TOTAL TREES b" CAL AND LARGER REMOVED 3 CAR' (ALL ARE SPEGINEN CARS REPLACED AT 1) LANDShiART CONSULTeNTS, LLC AGNOL A DJ PINES TOTAL PROTECTED .BEES REM0IED 37 TRIAL TREE REQU TO 3P PIDVDED = 46 Eng�nmruf RecorJ PALS REMOVED =2 OTAL TREES PREVUED 66 SHADE TREES AT 3 CAI. EACH 5' "' DERSTORY E 12 CA! EACH - OTAL TREES PRO DED = "37 sD PAL+ TREES PROVIDED y n z 3 i7 REMOVAL/ PROTECTION LEGEND: ceAaxlc scaLC " TLU L I ? 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