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Home My WebLink AboutItem #03 Approval of the Preserve at Crown Point PUD Phase 2B (FKA Ocoee Crown Point PUD Phase 2B) Final Subdivision Plan (FSP) Ocoee florida AGENDA ITEM COVER SHEET Meeting Date: June 6, 2017 Item # 3 Reviewed By: Contact Name: Michael Rumer Department Director: Contact Number: Ext. 1018 City Manager: Subject: Preserve at Crown Point PUD Phase 2B (F.K.A Ocoee Crown Point PUD Phase 2B) Final Subdivision Plan Project# LS-2016-007 Commission District#1 -John Grogan • Background Summary: The subject property is located on the former Coke Property the City purchased as part of the Crown Point PUD. The City, through an RFP process selected Mattamy Homes as the purchaser of the site with the intent to build 303 single-family homes. The 303 lots were approved under Phase 2A and Phase 2B. Phase 2A has been sold and platted by Mattamy Homes. Phase 2B is the final phase for purchase and subdivision platting. Phase 2B consists of the western tracts (Tracts 2, 2A, 36, 50, 50A, and Tract 50B) of the PUD. Preserve at Crown Point PUD subdivision is identified as parcel ID number 01-22-27-0000-00-012 located on the west side of Ocoee Apopka Road and situated along Ocoee Crown Point Parkway. Preserve at Crown Point PUD subdivision is approximately 57.93 acres of which 12.63 acres are identified as stormwater. The subject site is currently undeveloped with mostly planted pine trees and species of oak trees which are located throughout. The Future Land Use Map designates the property as "Low-Density Residential," with an area around Lake Apopka designated as "Conservation/Floodplains." The table below references the future land uses, zoning classifications and existing land use of the surrounding parcels: Direction JPA Future Land Use Jurisdiction/Zoning Existing Land Use Classification North Low-Density Residential, City of Ocoee/Planned Westyn Bay Subdivision Conservation/Floodplains Unit Development"PUD" East Institutional City of Ocoee/Planned Ocoee High School/Future OCPS Unit Development"PUD" Elementary Site South Conservation/Low- Ocoee/City of Winter Wetlands/Developed Residential Density Residential Garden West Conservation/Lake N/A Wetlands/Lake Apopka The Preserve at Crown Point Phase 2B Final Subdivision Plan (FSP) is consistent with the Comprehensive Plan, the Land Development Code (LDC), and the requirements of the Preserve at Crown Point PUD. Discussion: The Preserve at Crown Point PUD Phase 2B FSP is a residential subdivision that proposes a total of 153 single-family residential lots with a resulting net density of 3.4 units per acre. The minimum residential lot standards are (69) 45 feet by 124 feet, (69) 55 feet by 124 feet and (15) 65 feet by 124 feet. The setbacks for the front are 10 feet unless there is a porch which is allowed five (5) feet. The rear setbacks are 20 feet, side setbacks are five (5) minimum, and all corner lots in the development lots will be required to maintain a 10 feet setback from the side streets. All streets in Preserve at Crown Point PUD Phase 2B will be private and gated, with the road network contained in tracts that will be owned and maintained by the homeowners association. Phase 2B will have two main access point. The main access point will be located on the western Crown Point Parkway, south of the High School. The Preserve at Crown Point Phase 2B FSP proposes several amenities for this phase of the development. The first of these amenities is a 1.94 acre pool and park. The other major amenity that will be provided is a walking path in the upland trail tract adjacent to Lake Apopka. The Preserve at Crown Point PUD Phase 2B does not contain wetlands or floodplain. The wetland area limits and buffers shown are all located in separate tracts owned by the City. 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. Finally, the Applicant has requested no Waivers from the Land Development Code for this project phase. Issue: Should the Honorable Mayor and City Commission approve the Final Subdivision Plan for Preserve at Crown Point PUD Phase 2B? Development Review Committee Recommendation: On May 2, 2017, the DRC met to determine if the proposed Final Subdivision Plan was consistent with the City's regulations and intent for the sale of land. The Development Review Committee voted unanimously to recommend approval of the Final Subdivision Plan. Planning and Zoning Commission Recommendation: On May 9, 2017, the Planning and Zoning Commission recommended approval via a unanimous vote on the consent agenda. Staff Recommendation: Based on the recommendation of the DRC, Staff recommends that the Honorable Mayor and City Commission approve the Final Subdivision Plan for Preserve at Crown Point Phase 2B subject to satisfying all outstanding comments. Attachments: Aerial; Zoning Map Proposed Final Subdivision Plan for Ocoee Crown Point PUD stamp dated June 8,2016. 2 Financial Impact: None Type of Item: (please mark with an x') Public Hearing For Clerk's Dept Use: Ordinance First Reading / Consent Agenda Ordinance Second Reading Public Hearing Resolution Regular Agenda X Commission Approval Discussion&Direction Original Document/Contract Attached for Execution by City Clerk Original Document/Contract Held by Department for Execution Reviewed by City Attorney N/A Reviewed by Finance Dept. 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RI 1� RdU ] Qco9e Winter vy %J a - Gaffeen o sem' ro �M �,�.2 Oakland- lm?,�' J u'c^'ec -��- ��ai:�f7oridarip�„` Site Location Map 225 E. Robinson Street 0 3000 6000 Fm Suite 300 Orlando, FL 32801 SheetIndex 407.839.4006 Certificate of Authorization No. Drawing Title Latest Issue Number FL#3932 C1.00 Legend And General Notes 03/03/2017 C1.01 Existing Conditions Plan 03/03/2017 C1.01A Tree Preservation Plan 03/03/2017 C1.02 Erosion & Sediment Control Plan 03/03/2017 Community Planner & Civil Engineer: C1.03 Erosion Control Details 03/03/2017 VHB 225 E. Robinson St., Suite 300 C1.04 Master Site Plan 03/03/2017 Orlando, FL 32801 P 407.839.4006 • F 407.839.4008 C1.05 Typical Road Sections & Details 03/03/2017 C2.00 -C2.02 Lot Grading Plan 03/03/2017 Surveyor: VHB C2.04 Grading Details 03/03/2017 225 E. Robinson St., Suite 300 C2.06 Pond Details 03/03/2017 Orlando, P 407.839.4.4 006 06. • F F 407.839.4008 C3.00 -C3.02 Drainage & Wastewater Plan 03/03/2017 Environmental: Q C3.03 -C3.05 Underdrain Location Plan 03/03/2017 VHB C4.00 -C4.01 Potable Water Distribution Plan 03/03/2017 225 E. Robinson St., Suite 300 Orlando, FL 32801 C4.02 -C4.04 Reclaimed Water Distribution Plan 03/03/2017 P 407.839.4006 • F 407.839.4008 C4.50 -C4.51 Utility Asset Tables 03/03/2017 C6.00 -C6.10 Plan & Profile 03/03/2017 C9.00 -C9.01 Standard F.D.O.T. Details 03/03/2017 C9.02 -C9.03 General Construction Details 03/03/2017 C9.04 -C9.05 Standard Potable Water Details 03/03/2017 C9.06 Standard Wastewater Details 03/03/2017 C9.07 -C9.08 Standard Reclaimed Water Details 03/03/2017 0 Q C9.15 -C9.16 Conditions of Approval 03/03/2017 a A a Reference Drawings o o �T-i 0 2 No. Drawing Title Latest Issue all 0 SV1- SV4 Boundary & Topographic Survey 01/06/2017 James Holtman, P.E. 10U P.E. # 75623 'o w DATE Mar. 03, 2017 0. w m 2 N \\vhb\pro)\Orlando\61975.00 ocoee crown point\cad'jd\Planeel\Phase28\6197500-Ph2B-LG.dwg Q1. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH THE LATEST VERSION OF THE CITY OF 3 OCOEE ENGINEERING STANDARDS MANUAL AND ORANGE COUNTY UTIUMS. DEVELOPMENT SHALL COMPLY WITH THE CITY OF OCOEE LAND DEVELOPMENT CODE, EXCEPT AS MODIFIED BY THE OCOEE CROWN POINT PUD ASE 2A9Q3, OR THE PSP. Q2. PAVEMENT STRIPING TO BE N ACCORDANCE WITH CITY OF OCOEE ENONEERING STANDARDS MANUAL AND WIN THE FLORIDA D.O.T. ROADWAY & TRAFFIC STANDARDS, U DEX 17348. J. THE LOCATIONS OF ALL EXJSTNo UTILITIES SHOWN ON THE PLANS HAVE BEEN FIELD VERIFI AT ALL POINTS OF CONNECTION AND AT ALL POSSIBLE AREAS OF CONFLICT. THEY ARE DETERMINED FROM THE BEST INFORMATION AVAILABLE AND ARE OVEN FOR THE CONVENIENCE OF THE CONTRACTOR THE ENGINEER AS9NMES NO RESPONSIBILITY FOR TIER ACCURACY. PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITY. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE VARIOUS UTIU71ES AND TO MAKE THE NECESSARY ARRANGEMENTS FOR ANY RELOGTONS TO THESE UTILITIES WITH THE OWNER OF THE UTILITY. THE CONTRACTOR SHALL EXERCISE CAUTION WHEN CROSSING AN UNDERGROUND UTILITY. WHETHER SHOWN ON THE PLANS OR LOCATED BY THE UTILITY COMPANY. ALL U71UDES THAT INTERFERE WTH THE PROPOSED CONSTRUCTION SHALL BE RELOCATED BY THE RESPECTIVE UTIUTY COMPANY AND THE CONTRACTOR SHALL COOPERATE WITH MEM DURING RELOCATION OPERATIONS ANY DELAY OR INCONV46ONCE CAUSED TO THE CONTRACTOR BY THE RELOCATION OF VARIOUS U71UTIES SHALL BE INCIDENTAL TO THE CONTRACT. 4. WHERE MUCK OR DIMER ORGANIC MATERIAL IS FOUND, IT SHALL BE REPLACED WIRD GOOD CK OLIAJTY BACKFILL MATERIAL OBTAINED FROM THE GRADING OPERATIONS OR OTHER SOURCE APPROVED BY THE GEOTECHNICAL ENGINEER THE ORGANIC MATERIAL SHALL BE 'MEN USED AS TOP DRESSING WHEN MIXED WIN THE BACKFILL SOIL AS APPROVED BY THE GEOTECHNICAL ENGINEER OR PLACED AS APPROVED BY OWNER & ALL FINISHED GRADES AND ELEVATIONS ARE AS DENOTED BY THE APPLICABLE LEGEND. B. AS PART OF THE CLEARING AND (RUBBING OPERATION. THE CONTRACTOR IS TO REMOVE ALL PENDING AND/OR EXISTING FACIUMES FROM THE STE. 7. FOR BENCHMARKS CONTACT VHB. 5. ANY STRUCTURES N THE RECREATION AREA ARE TO E PERMITTED SEPARATELY THROUGH THE CITY OF OCOEE, FLORIDA 9. ALL UTIITIES EXISTING AT THE TIME OF PLAN PRODUCTION LOCATED AT POINTS OF CONNECTION AND CONFLICT WITH PROPOSED UTILITIES HAVE BEEN FIELD VERIFIED. 10. SIDEWALKS STALL BE CONSTRUCTED TO BE FLORIDA ACCESSIBILITY AND ADA COMPLIANT INCLUDING HANDICAP RAMPS AT ALL NTERSECTION& 11. THE ORANGE COUNTY ENVIRONMENTAL PROTECTION DIN9QU MUSE BE NOTIFIED IN WRITING BY THE APPLICANT OF THE START AND COMPLETION OF THE PROJECT. 12 THE LIMITS OF POND TRACTS SHALL BE SCODED UNLESS OTHERWISE NOTED. 13. CONCRETE SDEWAN(S (AS SPECIFIED BY APPROPRIATE ROADWAY SECTION) ADJACENT TO ALL LOTS TO BE INST BY HONE BUILDER. SIDEWALKS ADJACENT TO PONDS, PARKS, AND OPEN SPACE ARE TO BE CONSTRUCTED WITH INFRASTRUCTURE 14. EARMARK TO BE DONE N ACCORDANCE WITH GEOTECHNICAL ENGINEERING EVALUATION REPORT. AS PREPARED BY UNIVE SAL ENOHEEANG SCIENCES. INC, 15. ALL UTILITIES LOCATED OUTSIDE PUBUC RIGHT-OF-WAYS AND PUBJC EASEMENTS SHOULD BE PRIVATELY OWNED AND MAINTAINED. 16. THE CONTRACTOR SHALL NOTIFY THE OCU CONSTRUCTION DIVISION (407-254-0790) 48 -HOURS PRIOR TO ANY UTIUTIES CONSTRUCTION. 17. THE CONSTRUCTION OF ALL UTILITIES CONNECTING TO OCU UTILITY SYSTEMS SHALL CONFORM TO OCU'S STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL, DATED FEBRUARY II, 2011. 15. CONTRACTOR IS RESPONSIBLE FOR OBTAINING FOEP GENERIC PERMIT FOR THE DISCHARGE OF PRODUCED GROUND WATER FROM ANY NON -CONTAMINATED STE ACTIVITY N ACCORDMCE OF FLCRUA MUNISTRA71VE CODE 82-621.300 (21 62-820, AND FLORIDA STATUTES CHAPTER 403. 19. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ALL STRUCTURES AND MATETBALS TO THE ENGINEER FOR RENEW AND APPROVAL PRIOR TO INSTALLATION. 20. CONTRACTOR STALL NOT WILFULLY IN OR CONSTRUCT ITEMS AS SHOWN ON THE DRAWINGS WIZEN IT IS APPARENT IN FIELD THAT UNKNOWN OBSTRUCTION& GRADE DIFFERENCES. OR DIFFERENCES IN EQUIPMENT. INFRASTRUCTURE, OR AREA DIMENSIONS EXIST THAT MAY NOT HAVE BEEN CONSIDERED N THE ENGINEERING DESIGN. SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD E BROUGHT TO THE ATTENTION OF THE OWNER'S REPIEENTATVE IMMEDIATELY. N THE EVENT THAT SUCH NOTIFICATIO! IS NOT PROVIDED PRIOR TO INSTALLATION OR CONSTRUCTION. THE CONTRACTOR SHALL ASSUME FULL ES'ONSBENTY FOR ANY NECESSARY REN90N& BAIIRARY SEWER MOTIFS: 1. ALL MATERIALS AND CONSTRUCTION SHALL SE IN COMPLIANCE WITH ORANGE CCEINTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL, DATED FEBRUARY it. 2011. 2ALL MANHOLES SHALL BE 4 FT. INSIDE DAME1FR. 1 RPE LENGTHS SHOWN REPRESENT SCALED DISTANCES BETWEEN MANHOLE CENTERUNE. 4. ALL SANITARY SERVICE LATERALS SOUL E 6 INCH DIAMETER. & INVERTS OF SMITHY SERVICE LATERALS AT THEIR CONNECTION TO SANITARY MANHOLE SHALL BE NO MORE THAN ONE (1) FOOT ABOVE THE MANHOLE INVERT. 6. MINIMUM AS BURT 8' PVC EWER LINE SLOPE WILL BE OL28X MINIMUM AS BUILT 16' PVC SEVER LINE SLOPE WILL BE 0.21X F MINIMUM PIPE SLOPE IS NOT MET. THE PPEWALLE RELAYED BY CONTRACTOR TO MEET THE MINIMUM REQUIREMENT AT NO ADDITIONAL CUST. 7. MARK LATERALS WITH 6' HIGH PIECE OF 2' X 4' PLAN( PAINTED GREEN WTH LOT NUMBER CLEARLY MARKED AND AN 'S' IMPRINTED IN THE CURB. LOCATOR BALLS 9W1 BE PLACED UNDER ALL SANITARY SEWER ERNCE f1EANOUT& & LEAKAGE TESTS ARE SPECIFIED REQUIRING THAT: 1)THE LEAKAGE EXFlLTRATCN OR INFILTRATION DOES NOT EXCEED 200 GALLONS PER INCH OF PIPE DIAMETER PER MILE PER DAY FOR ANY SECTION OF THE SYSTEM. 2T EXFLTRATON OR INFILTRATION TESTS E PERFORMED WITH A NNMUM POSITIVE HEAD OF 2 FEET; AND 3) AN TESTS, AS A MINIMUM. CONFORM TO THE TEST PROCEDURE DESCRIBED IN ASTM C-828 FOR CLAY N Y PIPE• ASC 924 FOR CONCRETE RPE, ASTM F-1417 FCR PLASTIC PIPE, AND FOR OTHER MA ALS APPROPRIATE TEST PROCEDURES NR TESTING, IF SPECIFIED FOR CONCRETE EWER MMHOLM CONFORMS TO THE TEST PROCEDURES DESCRIBED IN ASN C-1244. 9. DESIGN REQUIRES 1T ARMHOLE UFT HOFS AND GRADE ADJUSNE SEALED RINGS ALED WNON-SHRINKING CRTAR OR OTHER APPROPRIATE MATERIAL; 2T INET MO OUTLET PIPES BE JOINED TO THE MANHOLE WITH A GAS(EIED FLEXIBLE WATERTIGHT CONNECTION OR ANOTHER WATERTIGHT CONNECTION ARRANGEMENT THAT ALLOWS GIFFDRENl1AL SETTLEMENT OF THE RPE AND MANHOLE WALL; AND 3) WATERTIGHT WIT MANHOLCOVERS BE USED WHEREVER THE MANHOLE TOM MAY E FLOODED BY STREET RUNOFF OR HIGH WATER. I0. CONTRACTOR IS RESPONSIBLE FOR PRONDINO SERVICES AT EACH LOT. SERVICES SHALL HAVE 3' MN. AND 4' MAX COVER AT LOT CLEAN OUT. PAYING AND 51WMGE NOTES, L PIPE LENGTHS SHOWN REPRESENT SCALED DISTANCE BETWEEN CENTERUNES OF DRAINAGE STRUCTURE 2 ALL MEDIANS AND ISLANDS TO E FILLED WITH CLEAN SOIL 3. ALL PAVEMENT RETURN RADII MALL BE 25' AND MEASURED FROM THE INTERFACE OF THE CONCRETE CURB AND PAVEMENT SURFACE UNLESS OTHERWISE NOTED. 4, DITCH BOTTOM AND CONTROL STRUCTURE INLET CRAM SHALL BE SECURED WITH CHAIN AND EYEBOLT. & FIVE (5) FEET OF SCO IS REWIRED AROUND ALL DITCH BOTTOU INLETS. MANHOES HEADWALLS AND UTTERED END SECTIONS. B. TOP ELEVATIONS OF MANHOLES IN GRASSED AREAS STALL E AT MINIMUM 3 INCHES MOVE FINISHED GRADE 7. ALL CONCRETE DRAINAGE STRUCTURES TO BE CONSTRUCTED PER D.O.T. ROADWAY AND TRAFFIC DESIGN STANDARDS UNLESS OTHERVASE NOTED. S. CONTRACTOR 94ALL PLACE BLUE REFLECTIVE MARKERS ON PAVEMENT IN FRONT OF FIRE HYDRANTS. 9. MINIMUM LON(WTANAL SLOPE OF CURB SHALL E 0.50%. 10. IF THE CONTRACTOR UTUZES HOPE STORM PIPE IN UEU OF RCP. TEN IT IS THE CONTRACTORS RESPONSIBILITY TO PROVIDE DOCUMENTATION FROM THE PIPE MANUFACTURER. CO FIRMING MAT SUFFICIENT COVER HAD BEEN PROVIDED TD PREVENT RPE FLOTATION. IN THE EVENT THAT ADEQUATE COVER IS NOT PROVIDED. IT IS THE CONTRACTOYS RESPON9BElTY TO OBTAIN DEMON AND CONSTRUCTION SPECIFICATIONS FROM THE MANUFACTURER. FOR THE RAPE PIPE ANCHORING SYSTEM TO PREVENT PPE FLOTATION. QRECLAIMED WATER NOT.- I. ALL RECLAIMED WATER CONSTRUCTION AND MATERIALS SNL BE N COMPLIANCE WITH AWWA STANDARDS. AS WELL AS ARTICLE 28 AM ARTICLE 32 OF THE DIT' OF OCOEE DAKMMG STANDARD MANUAL (TIE TS&T-1 2 PPE LBIOMS SHOWN REPRESENT SCALED DISTANCES BETWEEN FITTINGS OF BRANCHES AM MANS 1 DERUSCIXNS AT RPE JOINTS SHALL NOT EXCEED 75% OF THE MANUFACTURER RECOWDIDFB DEHECTICN 4. ALL GATE VALVES 9W1 E EQUIPPED WN AN ADAISTABLE CAST IRON VALVE BOX " COVER, WITH SIF CAST SPORTS EXTENSIONS WERE NEEDED. GATE VALVES MALL BE N ACCORDANCE WTH SECTION 3207.05 O THE ESN. & ALL NEW OR ALTERED RECLWED WATER MANS INCLUDED H THIS PROJECT SHALL BE HYDRO ATIGLLY TESTED N ACCORDANCE WITH AWWA STANDARD 05M HYDROSTATIC 76RNG SHALL BE N ACCORDANCE MM SECTION 3213 OF THE SEAT AT 150 PSI FOR A DURATION O 2 HORS. & A MIDIUM OF 3 FEET O CHER MALL BE MAINTAINED OVER RECANTED WATER MANS 12 NOES N DAMERER OR SMALLER. A Y!•TUM O 4 FEET OF Gal MAIL BE MAITEFANED OTEH RECAMED WATER MANS 18 RIM N DIAMETER LARGER. 7. ALL NCN-METAWC WATER MANS MALL E NSFAUM WITH A CONWUWS ITSU ATED 10 GAUGE COPPER RARE INSTALLED DIRECTLY ON TCP OF THE PIPE FOR LOCATION PURPOSES & PPE MATERIAL- PIPES SNL E PVC PIPE MANUFACTURED N ACCORDANCE WITH ANNA STANDARDS R9O0/C9A LATEST EDITION, ANO WALL HAVE A MNIHUN MANSION RATIO (DR) OF I& S. ALL RECLAIM WATER RLANES NEED EED METER BOXES, AND LOCATE WIRE/TAPE MAL E PANTONE RIRPIE 522C N COLOR PVC OR HDPE LIMITS MALL BE MARKED WIN S A CONTINUOSTRIPE YAW TE TOP 90 -DEGREES O THE RPE STRIPE MAIL E A MI DIMM OF 2 N(HES N NOM AI AND SL E UGIT PURPLE N COLOR N ACCORDANCE WITH SECTION 3210 O THE EMR. AS -BUILT NOTE: 1. THE CONTRACTOR SHWJ- SUBMIT A CERTIFIED SET OF RECORD DRAWINGS TO THE ENGINEER THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECORDING INFORMATION ON THE APPROVED PVNS CONCURRENRY WITH CONSTRUCTION PROGRESS. RECORD DRAWINGS SUBWITTED TO THE ENGINEER AS PMT OF THE REJECT ACCEPTANCE SHILL COMPLY WITH CITY OF OCOEE FLDRAA ENgNEERPD STANCARDS MANUAL -SECTION 3, ORANGE COUNTY UnLITES SPECIFICATIONS AND THE FCLIDMNG REULNREMENTS: A DRAWWGS SHML E LEGIBLY LARKED TO RECORD ACTUAL CONSTRUCTION. B. DRAWINGS SNAIL- SHOW ACTUAL LOCATION OF ALL UNDERGROUND AND ABOVE GROUND STORM DRARIAM WATER AND WASIEWATDR RPNG AND RELATED MRLRn%WCES ALL CHANCES TO PIPING LOCATION I DWG HORIZONTAL AND VERTICAL LOCATIONS OF VARIES AND APPURTB44XM SHALL E CLEARLY SHOWN AM REFERENCED TO PERMANENT SURFACE IMPROY09NM OR BY STATE PLANE COORDINATES. DRAWINGS SHALL ALSO SNOW ACTUAL INSTALLED PPE MATERIAL, CIAO, ETC. O DRAWNGS BRILL CLEARLY INDICATE VERTICAL AND HORIZONTAL SEPARATION BETWEEN WATER WIN AND STORM ORNNAGE/SANITARY SEWER/RECLAIM WATER MARS AT POINTS OF CROSSING IN ACCORDANCE WITH FDEP CRIIENIA D. DRAWINGS SPALL CLEARLY SHAW ALL FELL CHAIN OF ONDbION AND METAL INCLUDING CHANGES MADE BY FEW ORDER OR BY CHANGE ORDER E DRAWINGS SHALL CLEARLY SHOW AL DETAILS NOT ON ORIGINAL CONTRACT DRAWINGS. BUT CONSTRUCTED IN THE FIELD. ALL EQUIPMENT ANO PIPING RELOCATION SHALL BE CLEARLY SHOWN. F. LOCATION OF ALL INLETS, MANHOLES, HYDRANTS. VALVES AND VALVE BOXES SHALL BE SHOWN. ALL VALVES SHALL BE REFERENCED FROM AT LEASE TWO AND PREFERABLY THREE PERMANENT POINTS OR BY STATE PLANE COORDINATES. 0. DIMENSIONS BETWEEN ALL INLETS AND MANHOLES SHALL BE FIELD VERIFIED AND SHOW. THE INVERTS AND GRADE ELEVATIONS OF ALL INLETS AND MANHOLES SHILL BE SHOWN. R DRAWINGS SHILL CLEARLY SHOW CURB FLOW LINE ELEVATIONS AT ALL PARKING AREAS. I. CONTRACTOR SHALL. PROVIDE AS -BUILT SURVEY FOR POND GPADI G. ONE FOOT POND CONTOURS SHALL E PROVE BETWEEN DESIGN TOP OF BANK ELEVATIONS, POND BOTTOM, AND 2:1 GRADE BREAK J. FALL SHEET OF THE PIANS SHALL BE SIGNED. SFAED AND DATED BY REGISTERED SURVEYOR WITH A NOTE READING 'THESE AS -BUILT DRAWINGS ACCURATELY DEPICT THE ACTUAL IMPROVEMENTS AS CONSTRUCTED'. K. WHERE THE WATER MAIN CROSSES OTHER URUR1ES (STORM, GRAVITY SEWER, FORCELAIN AND RECWMED WATETR), THE CFHIIFED AS -BUILT DRAWINGS SHILL CLEARLY INDICATE THE CONSrR A7IONS IN SUCH A WAY THAT THE VERTICIL SEPARATION BETWEEN THE WATERMAIN AND OTHER UFIUMES MAY E VERIFIED BY THE DON EFR FAILURE TO PROVIDE THIS WORWTDN WILL RESULT IN THE CONTRACTOR EXCAVATING AND SURVEYING THE UTILITIES AT NO ADCXrK)NAL COST TO THE OWNER. L WHERE THE WATER WIN CROSSES OTHER VARIES (STORM. GRAVITY SEWER. FORMAN AND RE MED WATERT, THE CERTIFIED AS -BUILT DRAWINGS STALL CLEARLY INDICATE THE LOGT HE; OF PPE JOMS fR SUCH A MANNER AS TO DEMONSTRATE THE PPE IS CENTERED AT ALL THE CROSSING. FAILURE TO PROVIDE THIS INFORMATION WILL RESULT IN THE CONTRACTOR EXCAVATING AND SURVEYING THE UTILITIES AT NO ADDITIONAL COST TO THE OWNER 2. CONTRACTOR TO PLACE GRADE STAKES AT CENTER OF FRONT AND REAR WITS OF EACH BUILDING PM FOR OWNER/ENGINEER OBSERVATION AND APPROVAL 3. THE CONTRACTOR SHILL SUBMIT TWO (2) COMM COPES NA EXCEL FILES OF THE COMPLETED unuiry ASSEF AND DETiCRON TABLES FOR WATER. RECLAIMED WATER, AND SANITARY SHOWN ON REJECTIVE SHEETS. COMPLETE ASSET AND DEFELgnON TABLES SHALL E REQUIRED PRIOR TO ANY CERTIFICATION OF RESPECTIVE SYSTEM. COORDINATE DATA SHILL E PROVIDED IN STATE PLANE COORDINATES. OdIOEAE'.RPL NOTES 1. TIE CONTRILTIXRSMALL E%tERC16E E,ITREME GUnO11 YM1ffN E[GVATNG INPROAMTY OF WATER WJH9.WA9TEWATEA FORCE NAIHHS, RE6POAS TS AWNS,WREQANEDYIATERNAP U11ULOGTILXL95HOYM OV %ANSI W.Y NpT BE ENACT. Tff COHIRACTOR M BLE FOR FIELDVERRYWO FXISTNO UTLIrY LOGTTCF6. 2 6MOADA% WESFOEN YOCCIXt iIa:ODNIRAC1IXt 8NALLIWIEDWTEir hpTIFY TIEOL11d6PgTCN0PEMTOR (IOT-03&2T rr) PNDTIE ON NSPECFIXL 1 TMELWOPACTORBWLND CAILOW(407) RLCDIXI gV19CN CIT LEAST 6EVBR OiTSPR10R TO COMMEIILENEM OF TIECOILSTRIICiNXH PRO cCRBYCMLIM3l4DT YAd19B. 4. 1H CONTRALiORSYAII NOTIFY TIE OCTA COt6TRLKTKKI OMSIONAT LEASTCe 101XiSPWOT TOPNY UTILInR CQVSTR I,C1KK1 BY oYl1NG !eD T 254975& 5. THE M4TERIALS. PR00.GTS,ANDCONSTRUOiIIXl OFP1LUIILRIE3 COHNEGTNG iO IFEOLU SYSTEM SHML BEW COISORMMR£ W11HTH OINOERXeITY UTRrilE98TNCMW NOCGgfRUCTANSPECIF%iTDIfB MNAlAI- B. gLLOC M116MOFAOUTIESV.ITIWTIEDMisO NEPR TS LBESW MDNCPROTECFEDA WT DAMAG E dINPO CgSTRUCHOfI T. TIECONIPACTORATTHNf1TRIGTIXt9 EI1PEtbE A'ALL INNEIX4TELY REPP8t KL 0Ut4GR TOOK NPp19 PIC AOMTfS IFTIEREPMRMNDTNADEIIA11AI-YP ZLgSDEIE-ffTOCV,OWMgTPERFIXiNREWIRED REPNR9 PlCClFMAF. YHCOMMOTaRWILLBEa•PROM-AL-EIAES ASDL 13.7MTMEREPAW. 4 TIELTHHfRACTOR SHPLL PDA6TPLLFAASTNGOCUMNI6 MOFACIUIIR INCFACtU7TM1THNEWOWiIED-UDE.- O RORD!/ATS, 90EWPLFS, DhIVEWATB, OR BTOIOI WATER IMPROVENEM6. OCU FAPMTES TO BEPDMTEO WCLIIDE BUF ARE IATUMTED N%PELRES. P11111P 9TATC16, VPLVE e0XE9, NR RELFJSE VMVE9, FIRE HYORAIfrS, NA.tlOLECOVER9, ANDMETEAS. 9. ONLY OW SWLLLOPERAM ON WATER WPSTEVHATER, PICREOW MED WATER VARVES TIECIXRRP.CiOR SMP1L (XKKRgWATEVMVEOPBAMKHYr1TH TIEOCUIS VIi.TOR FOR OPERAISUY I•MN9 NJEHTAT Br OCU. GIS THE RNRRMTOR9 RE6PONRBNtt TO COORDINATE WIIHTHMPROPRNTEUIIDtt PEPnRDHTATNE TIL WN6TRUCTONfdTMTIRSW WTCAIAEWfFRRUPIbfI6WWATERWABTEWATFRMRECUWEDWATEABEIMCE THCIXrt gCTIXV SHVl COORGNATE PREFPPROJ®artEPRLPTIIX60F SERVICE YdTH IIEOaIINSPECTIXt TAXIXRONG DarswnwacE 11. TECOYTrRKTORSPAII. PNTA'OE FCR BYPA991W Nd1M Il•l.VlA WASTEWATDRDIIrdhG PFPRWED INiERRUPHKKIS OF WASTEWgTEA RON3 NOCOHlECrANS TIECONMCTCRI fiNNL 6UBAaiA6TPA59 %ANSC £EPIC 6EMED BYA PROFESSlO6tP1 ENIPEER TOOCUOEVELOPNETfi EW W EFfeIO FORAFPROVPL %RIOR TOIMPLFMEMAiIOfI BY OONfPACT- ALLVALVESIMMLMMA TOFTMSCVIATRUCTO4PROJECT6 LREYPIIVCLOBEDDUeMCONBTRM7TO4 ZEEP V tESONALLWETTMSROSEOUNILLCLEASEDBYFGEP. DOWTI-TIEVAYCONSTRUCTEDWATERAWMYONHY EXIST-TERMNRSIPAE 9CLEPREDBYFDFPPMOCU. 19. THENNiRPLTORSFLLPR0.'CEAMWERAS6E THYMI ABACCLOYIPRLVEMERFORNAaiOTFALLro Y COKECTIOVS TOANFXIBTINOPOiA81E1A SOURCEINONDDi TOCKORNAREANaFU NP WATERNN19MTH POTPSLE WATER PNt TFJIPoRART POTMYE WATER CIX4ECTONS TO RECLINED WATEROR FORLEAW N SYALLMSO BE EQIIPP®W1THA BFCM1FLOW PRfl'FJltEA. It FORPVCPIPETI MLLMO,V tDMNNTNIED6Y ttT.l0PIPEBDOIIAISALLOWTD. THEAWINIAIMLWNABLE T0.ERMOE FIXR,ROLVTDEFI.ECIIWIMO.RSDEaREE5(11NCH F JDIIRPERIDFRS-0FPPE)ANOMIBRCHANE SHALL BE MACE OIAT WITH SLEEVES PLA FIITNGS. Is. VAYETSR'CRPETAY STMT 0NTEe BTCGFMNIEDBYOffSWV]ARSCURYES, OSIER HOPoZWRMgt VERTICAL MAY BE WSTMLED WIiX STANfYAD %PE BY CQTECTKHIsgT TIE,IOIRR6. MPMNUN OEFIECTKK6AT %PEJgIGs. FlTDICS WATER NGTE6• 1. ALL CONSTRUCTION AND MATERIALS SHALL BE IN COMPUANCE WITH AWWA STANDARDS AS WELL AS ORANGE COUNTY UnUrES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL, DATED FEBRUARY 11, 2011. 2 PPE LENGTHS SHOWN REPRESENT SCALED DISTANCES BETWEEN FITTINGS Or BRANCHES AND MAINS S ALL GATE VALVES SHALL BE EQUIPPED WITH AN ADJUSTABLE CAST IROU VALVE BOX WIN COVER, WITH THREADED CAST BRONZE EXTENSIONS WHERE NEEDED. 4, ALL PUSUC WATER SYSTEM COMPONENTS, EXCLUDING FIRE HYDRANTS, THAT WILLBE INSTALLED UNDER THIS PROJECT, AND THAT WILL COME INTO CONTACT NTH DRINKING WATER WILL CONFORM TO NSF INTERNATIONAL STANDARD 61 AND WILL BE MANED WITH THE NSF SEAL OF APPROVAL S. ALL RPE AND RPE FITTINGS INSTALLED UNDER THIS PROJECT SHALL BE COLOR CODED IN ACCORDANCE WITH SUB PARAGRAPH 62-555.320 F.A.C. USING BALE AS A PREDOMINANT COLO. ALL DIICIILE IRON WATER MANS SHALL BE MARKED WTH A GONTNUOUS STRIPE LOCATED WITHIN THE TOP 00 DEGREES OF THE RPE SAID STRIPE MALL BE A MINIMUM 2 IN CI 0 IN MOTH AND SHALL BE SLUE IN OOLOR. BACKFILL SHALL NOT BE PLACED FOR 30 MNUTES FOLLOWING PANT ARPUCATION. FOR PIPE WITH AN INTERNAL DIMETER OF 24' OR GREATER, TAPE OR PAINT SHALL BE APPUED IN CONTINUOUS LINES A LONG EACH SDE OF THE RPE AS WELL AS ALONG THE TOP CF THE RPE 7. ALL NON-METALLIC WATER MAINS SHALL BE INSTALLED WITH A CONTINUOUS, INSULATED 10 CAU GE COPPER WRE INSTALLED DIRECTLY ON TOP OF THE PPE FOR LOGRON PURPOSES SEE STANDARD ORAWWG& IN ADDITION, ALL PVC WATER MANS SHALL BE A SOLID BLUE COLOR. ALL LETTERING SHALL APPEAR lEOBLY ON PIPE AND SHALL RUN THE ENTIRE LENGTH OF THE RPE LETTERING SHALL READ AS IS ACCEPTABLE FOR THE INTENDED USE S. HYDROSTATIC TESTING AND THE Dig ECTON OF THE WATER DISTRIBUTION SYSTEM SHALL BE DONE IN ACCORDANCE WITH THE AWWA STANDARDS HYDROSTATIC TESTING TO E DONE IN ACCORDANCE WITH AWWA C-600 FOR DUCTILE IRON RPE AND C-605 FOR PVC PPE DISINFECTING TO E DONE IN ACCORDANCE WTH AWWA C-951 AND RULE 62-555.340 F.A.C. 9. MARK SERVICES WITH W HIGH PIECE OF 2' X 4' PLANK PANTED BLUE 10. PPE MATWAS PVC - ALL PIPE. RPE FITTINGS, PIPE JOINT PACKING AND JOINTING MATERIALS, VALVES, FRE HYDRANTS. AND METERS INSTALLED UNDER MS PROJECT SHALL CONFORM TO APPLICABLE AWWA STANDARDS AND SHALL BE MANUFACTURED IN ACCORDANCE WITH AWWA STANDARD C900, LATEST EDITION. PVC SHALL B MAMUFACTURED IN ACCORDANCE WITH AWWA STANDARD Cl THE PVD SHALL HAVE A MINIMUM YAWONG PRE39JRE OF 150 PS AND SHALL HAVE A DIMENSION RATIO (OR) OF 1& PPE STALL BE THE SAME O.D. AS DUCTILE IRON PPE PVC JOINT - SHALL E IN ACCORDANCE WITH ASTIR 03139 DUCTILE ULAN - SHALL CONFORM TO AHS/AWWA CI5O/C751. A I9MMUM OF CLASS 50 PPE SHALL BE SUPPLIED. DUCTILE IRON JOINT - MALL. BE IN ACCORDANCE WITH MSI A21.11 AND AWWA C111. SERVICES - SHALL BE IN ACCORDANCE WITH AWWA CMO/CBOT STANDARDS FOR POLYETHYLENE TUBING, CLASS 160. 11. WATER MAIN CONNECTION SHALL BE MADE UNDER THE SUPERVISION OF ORANGE COUNTY IITUTIES DIVISION. ALL VALVES SHALL E OPERATED BY ORANGE COUNTY PERSONNEL ONLY. WATER MANS ARE TO BE DISINFECTED PER ANSI/AWWA 0651-92 AND ORANGE COUNTY URHIES DIVISION MANUAL OF STANDARDS AND SPECIFICATIONS FOR WASTEWATER AND WATER MAIN CONSTRUCTION SECTION 4210 WHICH INCLUDES A CULL DIAMETER FLUSH. 12 IN NO INSTANCE SHALL THE WATER MAN E LESS THAT 6' ABOVE OR 12' BELOW GRAVITY SEWER MAIN CROSSINGS WHERE WATER AND GRAVITY SANITARY SEWER MANS CROSS WITH LESS THAN 15 INCHES VERTICAL CLEARANCE OR THE SEWER MAIN IS ABOVE THE WATER MAN. THE SANITARY SEWER WILL E 20 FEET. CENTERED ON POINT OF CROSSING OF PVI: PPE UPGRADED TO WATER MAN STANDARDS AND PRESSURE TESTED. ONE FULL LENGTH OF WATER MAN RPE WLL BE CENTERED ABOVE OR BELOW THE PIPELINE 50 THE WATERMAN IS AS FAR AWAY AS POSSIBLE FROM THE OTHER PIPELINE OR THE WES WILL BE ARRANGED SO THAT ALL WATER MAIN JOINTS ME AT LEAST THREE FEET FROM ALL JOINTS IN VACUUM -TYPE SANITARY EWER% STORM SEWERS, SICRMWATER FORCE MAINS OR PPELIN CONVENING RECLAIMED WATER REGULATED UNDER PART II OF CHAPTER 62-310 F.A.C. AND AT LEAST SIX FEET FROM ALL JOINTS N GRAVITY - ON PREbURE-TWE SANITARY SEVERS WASTEWATER FORCE MKS. OR WEIINES CONVEYING RECI.AIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 52-510 FAO 13. IN NO INSTANCE WALL THE WATER MAN E LESS THAN 8' ABOVE OR 12' BELOW STDRN SEWER CROSSINGS. WHERE WATER MANS AND STORM SEWER PPIS CROSS WITH LESS THAN 18 INCHES VERTICAL CLEARANCE, OR THE STORM MAN IS ABOVE THE WATER MAN. THE WATERMAN SHALL BE 20 FEET OF DUCTILE IRON PPE CENTERED ON THE PONT OF CROSSING. 14. IN NO INSTANCE SHALL THE WATER MAN E LESS THAT 6' ABOVE OR 12' BELOW THE REUSE MAIN CROSSINGS WHERE WATER MANS AND UNRESTRICTED ACCESS REUSE PIPES CROSS WITH LFA THAN 18 INCHES VERTICAL CLEARANCE, THE UNRESTRICTED ACCESS REUSE MAN SHALL SE UPGRADED AND HYDROSTATICALLY TESTED IN THE SAME MANNER AS GRAVITY SEWER MAINS I& NEW OR RELOCATED, UNDERGROUND WATER MANS INCWOED IN THIS PROJECT WALL BE WD TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST THREE FEET BETWEEN THE OUTSIDE OF THE WATER MAN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED VACUUM -TWE SANITARY SEWER, SCO AI SEMEN, STCRMWATER FORCE MAN, OR PIPELINE CONVEYING WATER RECLAIMWATER REGUUTEO UNDER PART II OF CHAPTER 62-610. F.A.C. A HORIZONTAL DISTANCE OF AT LEAST SIX FEET BETWEEN THE OUTSIDE OF THE WATER MAN AND THE OUTSIDE OF MY EXISTING OR PROPOSED GRAVITY -TYPE SANITARY.Mfl (CII A. HORIZONTAL DISTANCE OF AT LEAST TWEE FEET BETWEEN THE OUTSIDE 0� TE AND THE DUMB E OF ANY EXISTING OR PROPOSED GRAVITY -TWE SANITARY SEWER F THE BOTTOM OF THE WATER MAIN WILL BE WD AT LEAST SIX INCHES ABOVE THE TOP OF THE SEWER% A HORIZONTAL DISTANCE OF AT LEAST SIX FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED PRESSURE -TWE SANITARY SEWER, WASTEWATER FORCE MNN, OR PIPELINE CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART nI O: CHAPTER 62-610, F.A.C.; AND A HORIZONTAL DISTANCE OF AT LEAST TEN FEET BETWEEN THE OUTSIDE OF THE WATER MAN AND ALL PARIS OF ANY EXISTING OR PROPOSED 'ON-SITE SEWAGE TREATMENT AND DISPOSAL SYSTEM.' 16. MINIMUM OF 3 FEET OF COVER SHALL BE MANTAINED OVER WATEIRMAN& ALL PORTIONS OF A WATERMAN WITH LEM THAN 3 FEET OF COVER SHALL E MSI/AWWA CISO/C151 DUCTILE NON PPE 17. ALL PIPE AND RPE nTrLNGS INSTALLED UNDER THIS PROJECT SHALL CMTMN NO MORE THAN &OX LEAD, AND ANY SOLDIER OR FLUX USED N THIS PROJECT SHALL CONTAIN NO MORE THAN 0.25 LEAD. I& HELP OR ALTERED DEAD-END WATER MAINS INCLUDED IN THIS PROJECT SHALL BE PROVIDED WITH A FRE OR FLUSHING HYDRANT OR BLOW -OFF FOR I LISHNG PURPOSE& 19. FRE HYDRANT LEADS SHALL HAVE A MINIMUM INSIDE DIAMETER OF V AND SHALL INCLUDE AN AUXILIARY VALVE 20. IF AGGRESSIVE SOIL CON TIONS ARE FOUND WRING CONSTRUCTION, WATER MAINS SHALL BE PROTECTED THROUGH THE USE OF CORROSION RESISTANT MATERIALS, THROUGH ENCASEMENT OF THE WATER MAINS IN POLYETHYLENE, OR THROUGH PROVISION OF CATHODIC PROTECTION. ODNIRACTOI BTS: 1. IT SHALL E THE CONTRACTORS RESPONSIBILITY TO VERIFY AND INCLUDE ALL LINE ITEMS AND QUANTITIES IN THBR BD WHICH ARE NECESSARY TO COMPLETE THIS PROJECT AS DETAILED ON THE CONSTRUCTION PIM& SURVEY AND GEOMETRY: 1. BOUNDARY BASED ON THE FOLLOWING SURVEYM VHB 225 EAST ROBINSON STREET. SUITE 300 ORLANDO, FLAW 321101 (407) 839-4006 2 EXISTING TOMOGRAPH AND CCNTDURS BASO ON THE FOLLOWNG SURVEYOR: NVB DRAWING '81075.00-Bnd�Tcpo-J-16-1&DMC' 1 CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL EXISTING SURVEY MONUMENTATIQU. DISTURBED MONUMEHTATION SMALL- BE RESTORED BY A FLORIDA-UCENED LAND SURVEYOR SELECTED BY THE OWNER AT CONTRACTOR'S EXPENSE 4. VERTICAL DAMN: HAVD, INTI G O u .G s 225 E. Robinson Street Suite 300 Orlando, FL 32801 407.839.4006 Certificate of Authorization Number FL #3932 Ocoee Crown Point PUD Phase 213 Ocoee, Florida Nle Np.d Legend Exist. Prop. Exist. Prop. 2 Revued PrOryt4 Caanyalmmenl 09AT/20I6 1 Sebm-a'Y00coee&COI 2R2I 921 A:• --- --- u b Construction Approval Vertical Datum NAVD88 D•h May 6, 2016 1 I X ms N 7s Ic x1 .1RX r:r O.S C `:,:r ll. R,\arlf�'f: '--IL,- K T"S '2125 LI J'H= rplR-ID V� �R-10 :I:: L'\ c I: --i- --1- I:=cU', ® 0 16.11 P -=-F 11'IF F'• R'.=r ® I:_I IL__ ®MW Q ',t:`IITXRI C VHF f ET.•'.D U'I- `BTA nLC RT.EV.=IOO.D A. Ell. -!I, ---- rfff.T A11 HYO r :-R-f=Of, L\-. -JF --:T F:ffl\= -t,0- CO ,v ITT I ID R F --FR 7r\- E'er- 4� f"' P -AI -I e'SI\- I-: 0111� ,r.r 'I; FIV '911 AT: ... TAI- r. (`1.1 A•1: -fi'4- ,-"ii.Tf-: 9.- 47P T TLC -IK. = U IC AN Ep' SI_SW SY :.;J: III L UIL L� Q Illrr IA l\I B0. :.: I: .Y ILII II_ J\_ ''� • L'l'I art BIl D.LI U .LI J iL_L'II J\_ T:E\Li SIJ: YH l.H.1,\t11\; J\L arP.e sol FG ® iF3 F. -RE? E ; EE.I'y Ell It -L\ --l_ ® .. _-.1 IPF% I•L 1•I it a a ;. T_R I UE -W_ IaLI. F„Y L.1ln • :,ESL . ;I' >i �r 14 3 Fer -if: 1. PC 1:111 r`_SIT Oy D --�-- � -20-Itrr fni.T' F a:T-'l'rTB PW tF O:LILA 1 O �cTLv DI -I 11 rl\r-\T • Fr . e ... ': II �U 110 f:-:.< ® • .. m1. r:. e11 is T t :IA u 0 V. I -tot FY N :CLC - :I:II L E F :J.• U:Fi • '4191 lLL'I'I-IRE ILII1111111 IIIIIIIIIIIII :> r « + + H -F (D • III 1Y.`. 11-11 :' TE e� ea MF A I? I F-.: For Continuation See Sheet H,1'4'iF FIRM.- IRM. Bet" Bet" s =LCURE Sh[[t na. L I. L':IXCI.;i Fn =; �- SIH Fr' F'' E:: n� Dig Q1. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH THE LATEST VERSION OF THE CITY OF 3 OCOEE ENGINEERING STANDARDS MANUAL AND ORANGE COUNTY UTIUMS. DEVELOPMENT SHALL COMPLY WITH THE CITY OF OCOEE LAND DEVELOPMENT CODE, EXCEPT AS MODIFIED BY THE OCOEE CROWN POINT PUD ASE 2A9Q3, OR THE PSP. Q2. PAVEMENT STRIPING TO BE N ACCORDANCE WITH CITY OF OCOEE ENONEERING STANDARDS MANUAL AND WIN THE FLORIDA D.O.T. ROADWAY & TRAFFIC STANDARDS, U DEX 17348. J. THE LOCATIONS OF ALL EXJSTNo UTILITIES SHOWN ON THE PLANS HAVE BEEN FIELD VERIFI AT ALL POINTS OF CONNECTION AND AT ALL POSSIBLE AREAS OF CONFLICT. THEY ARE DETERMINED FROM THE BEST INFORMATION AVAILABLE AND ARE OVEN FOR THE CONVENIENCE OF THE CONTRACTOR THE ENGINEER AS9NMES NO RESPONSIBILITY FOR TIER ACCURACY. PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITY. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE VARIOUS UTIU71ES AND TO MAKE THE NECESSARY ARRANGEMENTS FOR ANY RELOGTONS TO THESE UTILITIES WITH THE OWNER OF THE UTILITY. THE CONTRACTOR SHALL EXERCISE CAUTION WHEN CROSSING AN UNDERGROUND UTILITY. WHETHER SHOWN ON THE PLANS OR LOCATED BY THE UTILITY COMPANY. ALL U71UDES THAT INTERFERE WTH THE PROPOSED CONSTRUCTION SHALL BE RELOCATED BY THE RESPECTIVE UTIUTY COMPANY AND THE CONTRACTOR SHALL COOPERATE WITH MEM DURING RELOCATION OPERATIONS ANY DELAY OR INCONV46ONCE CAUSED TO THE CONTRACTOR BY THE RELOCATION OF VARIOUS U71UTIES SHALL BE INCIDENTAL TO THE CONTRACT. 4. WHERE MUCK OR DIMER ORGANIC MATERIAL IS FOUND, IT SHALL BE REPLACED WIRD GOOD CK OLIAJTY BACKFILL MATERIAL OBTAINED FROM THE GRADING OPERATIONS OR OTHER SOURCE APPROVED BY THE GEOTECHNICAL ENGINEER THE ORGANIC MATERIAL SHALL BE 'MEN USED AS TOP DRESSING WHEN MIXED WIN THE BACKFILL SOIL AS APPROVED BY THE GEOTECHNICAL ENGINEER OR PLACED AS APPROVED BY OWNER & ALL FINISHED GRADES AND ELEVATIONS ARE AS DENOTED BY THE APPLICABLE LEGEND. B. AS PART OF THE CLEARING AND (RUBBING OPERATION. THE CONTRACTOR IS TO REMOVE ALL PENDING AND/OR EXISTING FACIUMES FROM THE STE. 7. FOR BENCHMARKS CONTACT VHB. 5. ANY STRUCTURES N THE RECREATION AREA ARE TO E PERMITTED SEPARATELY THROUGH THE CITY OF OCOEE, FLORIDA 9. ALL UTIITIES EXISTING AT THE TIME OF PLAN PRODUCTION LOCATED AT POINTS OF CONNECTION AND CONFLICT WITH PROPOSED UTILITIES HAVE BEEN FIELD VERIFIED. 10. SIDEWALKS STALL BE CONSTRUCTED TO BE FLORIDA ACCESSIBILITY AND ADA COMPLIANT INCLUDING HANDICAP RAMPS AT ALL NTERSECTION& 11. THE ORANGE COUNTY ENVIRONMENTAL PROTECTION DIN9QU MUSE BE NOTIFIED IN WRITING BY THE APPLICANT OF THE START AND COMPLETION OF THE PROJECT. 12 THE LIMITS OF POND TRACTS SHALL BE SCODED UNLESS OTHERWISE NOTED. 13. CONCRETE SDEWAN(S (AS SPECIFIED BY APPROPRIATE ROADWAY SECTION) ADJACENT TO ALL LOTS TO BE INST BY HONE BUILDER. SIDEWALKS ADJACENT TO PONDS, PARKS, AND OPEN SPACE ARE TO BE CONSTRUCTED WITH INFRASTRUCTURE 14. EARMARK TO BE DONE N ACCORDANCE WITH GEOTECHNICAL ENGINEERING EVALUATION REPORT. AS PREPARED BY UNIVE SAL ENOHEEANG SCIENCES. INC, 15. ALL UTILITIES LOCATED OUTSIDE PUBUC RIGHT-OF-WAYS AND PUBJC EASEMENTS SHOULD BE PRIVATELY OWNED AND MAINTAINED. 16. THE CONTRACTOR SHALL NOTIFY THE OCU CONSTRUCTION DIVISION (407-254-0790) 48 -HOURS PRIOR TO ANY UTIUTIES CONSTRUCTION. 17. THE CONSTRUCTION OF ALL UTILITIES CONNECTING TO OCU UTILITY SYSTEMS SHALL CONFORM TO OCU'S STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL, DATED FEBRUARY II, 2011. 15. CONTRACTOR IS RESPONSIBLE FOR OBTAINING FOEP GENERIC PERMIT FOR THE DISCHARGE OF PRODUCED GROUND WATER FROM ANY NON -CONTAMINATED STE ACTIVITY N ACCORDMCE OF FLCRUA MUNISTRA71VE CODE 82-621.300 (21 62-820, AND FLORIDA STATUTES CHAPTER 403. 19. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ALL STRUCTURES AND MATETBALS TO THE ENGINEER FOR RENEW AND APPROVAL PRIOR TO INSTALLATION. 20. CONTRACTOR STALL NOT WILFULLY IN OR CONSTRUCT ITEMS AS SHOWN ON THE DRAWINGS WIZEN IT IS APPARENT IN FIELD THAT UNKNOWN OBSTRUCTION& GRADE DIFFERENCES. OR DIFFERENCES IN EQUIPMENT. INFRASTRUCTURE, OR AREA DIMENSIONS EXIST THAT MAY NOT HAVE BEEN CONSIDERED N THE ENGINEERING DESIGN. SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD E BROUGHT TO THE ATTENTION OF THE OWNER'S REPIEENTATVE IMMEDIATELY. N THE EVENT THAT SUCH NOTIFICATIO! IS NOT PROVIDED PRIOR TO INSTALLATION OR CONSTRUCTION. THE CONTRACTOR SHALL ASSUME FULL ES'ONSBENTY FOR ANY NECESSARY REN90N& BAIIRARY SEWER MOTIFS: 1. ALL MATERIALS AND CONSTRUCTION SHALL SE IN COMPLIANCE WITH ORANGE CCEINTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL, DATED FEBRUARY it. 2011. 2ALL MANHOLES SHALL BE 4 FT. INSIDE DAME1FR. 1 RPE LENGTHS SHOWN REPRESENT SCALED DISTANCES BETWEEN MANHOLE CENTERUNE. 4. ALL SANITARY SERVICE LATERALS SOUL E 6 INCH DIAMETER. & INVERTS OF SMITHY SERVICE LATERALS AT THEIR CONNECTION TO SANITARY MANHOLE SHALL BE NO MORE THAN ONE (1) FOOT ABOVE THE MANHOLE INVERT. 6. MINIMUM AS BURT 8' PVC EWER LINE SLOPE WILL BE OL28X MINIMUM AS BUILT 16' PVC SEVER LINE SLOPE WILL BE 0.21X F MINIMUM PIPE SLOPE IS NOT MET. THE PPEWALLE RELAYED BY CONTRACTOR TO MEET THE MINIMUM REQUIREMENT AT NO ADDITIONAL CUST. 7. MARK LATERALS WITH 6' HIGH PIECE OF 2' X 4' PLAN( PAINTED GREEN WTH LOT NUMBER CLEARLY MARKED AND AN 'S' IMPRINTED IN THE CURB. LOCATOR BALLS 9W1 BE PLACED UNDER ALL SANITARY SEWER ERNCE f1EANOUT& & LEAKAGE TESTS ARE SPECIFIED REQUIRING THAT: 1)THE LEAKAGE EXFlLTRATCN OR INFILTRATION DOES NOT EXCEED 200 GALLONS PER INCH OF PIPE DIAMETER PER MILE PER DAY FOR ANY SECTION OF THE SYSTEM. 2T EXFLTRATON OR INFILTRATION TESTS E PERFORMED WITH A NNMUM POSITIVE HEAD OF 2 FEET; AND 3) AN TESTS, AS A MINIMUM. CONFORM TO THE TEST PROCEDURE DESCRIBED IN ASTM C-828 FOR CLAY N Y PIPE• ASC 924 FOR CONCRETE RPE, ASTM F-1417 FCR PLASTIC PIPE, AND FOR OTHER MA ALS APPROPRIATE TEST PROCEDURES NR TESTING, IF SPECIFIED FOR CONCRETE EWER MMHOLM CONFORMS TO THE TEST PROCEDURES DESCRIBED IN ASN C-1244. 9. DESIGN REQUIRES 1T ARMHOLE UFT HOFS AND GRADE ADJUSNE SEALED RINGS ALED WNON-SHRINKING CRTAR OR OTHER APPROPRIATE MATERIAL; 2T INET MO OUTLET PIPES BE JOINED TO THE MANHOLE WITH A GAS(EIED FLEXIBLE WATERTIGHT CONNECTION OR ANOTHER WATERTIGHT CONNECTION ARRANGEMENT THAT ALLOWS GIFFDRENl1AL SETTLEMENT OF THE RPE AND MANHOLE WALL; AND 3) WATERTIGHT WIT MANHOLCOVERS BE USED WHEREVER THE MANHOLE TOM MAY E FLOODED BY STREET RUNOFF OR HIGH WATER. I0. CONTRACTOR IS RESPONSIBLE FOR PRONDINO SERVICES AT EACH LOT. SERVICES SHALL HAVE 3' MN. AND 4' MAX COVER AT LOT CLEAN OUT. PAYING AND 51WMGE NOTES, L PIPE LENGTHS SHOWN REPRESENT SCALED DISTANCE BETWEEN CENTERUNES OF DRAINAGE STRUCTURE 2 ALL MEDIANS AND ISLANDS TO E FILLED WITH CLEAN SOIL 3. ALL PAVEMENT RETURN RADII MALL BE 25' AND MEASURED FROM THE INTERFACE OF THE CONCRETE CURB AND PAVEMENT SURFACE UNLESS OTHERWISE NOTED. 4, DITCH BOTTOM AND CONTROL STRUCTURE INLET CRAM SHALL BE SECURED WITH CHAIN AND EYEBOLT. & FIVE (5) FEET OF SCO IS REWIRED AROUND ALL DITCH BOTTOU INLETS. MANHOES HEADWALLS AND UTTERED END SECTIONS. B. TOP ELEVATIONS OF MANHOLES IN GRASSED AREAS STALL E AT MINIMUM 3 INCHES MOVE FINISHED GRADE 7. ALL CONCRETE DRAINAGE STRUCTURES TO BE CONSTRUCTED PER D.O.T. ROADWAY AND TRAFFIC DESIGN STANDARDS UNLESS OTHERVASE NOTED. S. CONTRACTOR 94ALL PLACE BLUE REFLECTIVE MARKERS ON PAVEMENT IN FRONT OF FIRE HYDRANTS. 9. MINIMUM LON(WTANAL SLOPE OF CURB SHALL E 0.50%. 10. IF THE CONTRACTOR UTUZES HOPE STORM PIPE IN UEU OF RCP. TEN IT IS THE CONTRACTORS RESPONSIBILITY TO PROVIDE DOCUMENTATION FROM THE PIPE MANUFACTURER. CO FIRMING MAT SUFFICIENT COVER HAD BEEN PROVIDED TD PREVENT RPE FLOTATION. IN THE EVENT THAT ADEQUATE COVER IS NOT PROVIDED. IT IS THE CONTRACTOYS RESPON9BElTY TO OBTAIN DEMON AND CONSTRUCTION SPECIFICATIONS FROM THE MANUFACTURER. FOR THE RAPE PIPE ANCHORING SYSTEM TO PREVENT PPE FLOTATION. QRECLAIMED WATER NOT.- I. ALL RECLAIMED WATER CONSTRUCTION AND MATERIALS SNL BE N COMPLIANCE WITH AWWA STANDARDS. AS WELL AS ARTICLE 28 AM ARTICLE 32 OF THE DIT' OF OCOEE DAKMMG STANDARD MANUAL (TIE TS&T-1 2 PPE LBIOMS SHOWN REPRESENT SCALED DISTANCES BETWEEN FITTINGS OF BRANCHES AM MANS 1 DERUSCIXNS AT RPE JOINTS SHALL NOT EXCEED 75% OF THE MANUFACTURER RECOWDIDFB DEHECTICN 4. ALL GATE VALVES 9W1 E EQUIPPED WN AN ADAISTABLE CAST IRON VALVE BOX " COVER, WITH SIF CAST SPORTS EXTENSIONS WERE NEEDED. GATE VALVES MALL BE N ACCORDANCE WTH SECTION 3207.05 O THE ESN. & ALL NEW OR ALTERED RECLWED WATER MANS INCLUDED H THIS PROJECT SHALL BE HYDRO ATIGLLY TESTED N ACCORDANCE WITH AWWA STANDARD 05M HYDROSTATIC 76RNG SHALL BE N ACCORDANCE MM SECTION 3213 OF THE SEAT AT 150 PSI FOR A DURATION O 2 HORS. & A MIDIUM OF 3 FEET O CHER MALL BE MAINTAINED OVER RECANTED WATER MANS 12 NOES N DAMERER OR SMALLER. A Y!•TUM O 4 FEET OF Gal MAIL BE MAITEFANED OTEH RECAMED WATER MANS 18 RIM N DIAMETER LARGER. 7. ALL NCN-METAWC WATER MANS MALL E NSFAUM WITH A CONWUWS ITSU ATED 10 GAUGE COPPER RARE INSTALLED DIRECTLY ON TCP OF THE PIPE FOR LOCATION PURPOSES & PPE MATERIAL- PIPES SNL E PVC PIPE MANUFACTURED N ACCORDANCE WITH ANNA STANDARDS R9O0/C9A LATEST EDITION, ANO WALL HAVE A MNIHUN MANSION RATIO (DR) OF I& S. ALL RECLAIM WATER RLANES NEED EED METER BOXES, AND LOCATE WIRE/TAPE MAL E PANTONE RIRPIE 522C N COLOR PVC OR HDPE LIMITS MALL BE MARKED WIN S A CONTINUOSTRIPE YAW TE TOP 90 -DEGREES O THE RPE STRIPE MAIL E A MI DIMM OF 2 N(HES N NOM AI AND SL E UGIT PURPLE N COLOR N ACCORDANCE WITH SECTION 3210 O THE EMR. AS -BUILT NOTE: 1. THE CONTRACTOR SHWJ- SUBMIT A CERTIFIED SET OF RECORD DRAWINGS TO THE ENGINEER THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECORDING INFORMATION ON THE APPROVED PVNS CONCURRENRY WITH CONSTRUCTION PROGRESS. RECORD DRAWINGS SUBWITTED TO THE ENGINEER AS PMT OF THE REJECT ACCEPTANCE SHILL COMPLY WITH CITY OF OCOEE FLDRAA ENgNEERPD STANCARDS MANUAL -SECTION 3, ORANGE COUNTY UnLITES SPECIFICATIONS AND THE FCLIDMNG REULNREMENTS: A DRAWWGS SHML E LEGIBLY LARKED TO RECORD ACTUAL CONSTRUCTION. B. DRAWINGS SNAIL- SHOW ACTUAL LOCATION OF ALL UNDERGROUND AND ABOVE GROUND STORM DRARIAM WATER AND WASIEWATDR RPNG AND RELATED MRLRn%WCES ALL CHANCES TO PIPING LOCATION I DWG HORIZONTAL AND VERTICAL LOCATIONS OF VARIES AND APPURTB44XM SHALL E CLEARLY SHOWN AM REFERENCED TO PERMANENT SURFACE IMPROY09NM OR BY STATE PLANE COORDINATES. DRAWINGS SHALL ALSO SNOW ACTUAL INSTALLED PPE MATERIAL, CIAO, ETC. O DRAWNGS BRILL CLEARLY INDICATE VERTICAL AND HORIZONTAL SEPARATION BETWEEN WATER WIN AND STORM ORNNAGE/SANITARY SEWER/RECLAIM WATER MARS AT POINTS OF CROSSING IN ACCORDANCE WITH FDEP CRIIENIA D. DRAWINGS SPALL CLEARLY SHAW ALL FELL CHAIN OF ONDbION AND METAL INCLUDING CHANGES MADE BY FEW ORDER OR BY CHANGE ORDER E DRAWINGS SHALL CLEARLY SHOW AL DETAILS NOT ON ORIGINAL CONTRACT DRAWINGS. BUT CONSTRUCTED IN THE FIELD. ALL EQUIPMENT ANO PIPING RELOCATION SHALL BE CLEARLY SHOWN. F. LOCATION OF ALL INLETS, MANHOLES, HYDRANTS. VALVES AND VALVE BOXES SHALL BE SHOWN. ALL VALVES SHALL BE REFERENCED FROM AT LEASE TWO AND PREFERABLY THREE PERMANENT POINTS OR BY STATE PLANE COORDINATES. 0. DIMENSIONS BETWEEN ALL INLETS AND MANHOLES SHALL BE FIELD VERIFIED AND SHOW. THE INVERTS AND GRADE ELEVATIONS OF ALL INLETS AND MANHOLES SHILL BE SHOWN. R DRAWINGS SHILL CLEARLY SHOW CURB FLOW LINE ELEVATIONS AT ALL PARKING AREAS. I. CONTRACTOR SHALL. PROVIDE AS -BUILT SURVEY FOR POND GPADI G. ONE FOOT POND CONTOURS SHALL E PROVE BETWEEN DESIGN TOP OF BANK ELEVATIONS, POND BOTTOM, AND 2:1 GRADE BREAK J. FALL SHEET OF THE PIANS SHALL BE SIGNED. SFAED AND DATED BY REGISTERED SURVEYOR WITH A NOTE READING 'THESE AS -BUILT DRAWINGS ACCURATELY DEPICT THE ACTUAL IMPROVEMENTS AS CONSTRUCTED'. K. WHERE THE WATER MAIN CROSSES OTHER URUR1ES (STORM, GRAVITY SEWER, FORCELAIN AND RECWMED WATETR), THE CFHIIFED AS -BUILT DRAWINGS SHILL CLEARLY INDICATE THE CONSrR A7IONS IN SUCH A WAY THAT THE VERTICIL SEPARATION BETWEEN THE WATERMAIN AND OTHER UFIUMES MAY E VERIFIED BY THE DON EFR FAILURE TO PROVIDE THIS WORWTDN WILL RESULT IN THE CONTRACTOR EXCAVATING AND SURVEYING THE UTILITIES AT NO ADCXrK)NAL COST TO THE OWNER. L WHERE THE WATER WIN CROSSES OTHER VARIES (STORM. GRAVITY SEWER. FORMAN AND RE MED WATERT, THE CERTIFIED AS -BUILT DRAWINGS STALL CLEARLY INDICATE THE LOGT HE; OF PPE JOMS fR SUCH A MANNER AS TO DEMONSTRATE THE PPE IS CENTERED AT ALL THE CROSSING. FAILURE TO PROVIDE THIS INFORMATION WILL RESULT IN THE CONTRACTOR EXCAVATING AND SURVEYING THE UTILITIES AT NO ADDITIONAL COST TO THE OWNER 2. CONTRACTOR TO PLACE GRADE STAKES AT CENTER OF FRONT AND REAR WITS OF EACH BUILDING PM FOR OWNER/ENGINEER OBSERVATION AND APPROVAL 3. THE CONTRACTOR SHILL SUBMIT TWO (2) COMM COPES NA EXCEL FILES OF THE COMPLETED unuiry ASSEF AND DETiCRON TABLES FOR WATER. RECLAIMED WATER, AND SANITARY SHOWN ON REJECTIVE SHEETS. COMPLETE ASSET AND DEFELgnON TABLES SHALL E REQUIRED PRIOR TO ANY CERTIFICATION OF RESPECTIVE SYSTEM. COORDINATE DATA SHILL E PROVIDED IN STATE PLANE COORDINATES. OdIOEAE'.RPL NOTES 1. TIE CONTRILTIXRSMALL E%tERC16E E,ITREME GUnO11 YM1ffN E[GVATNG INPROAMTY OF WATER WJH9.WA9TEWATEA FORCE NAIHHS, RE6POAS TS AWNS,WREQANEDYIATERNAP U11ULOGTILXL95HOYM OV %ANSI W.Y NpT BE ENACT. Tff COHIRACTOR M BLE FOR FIELDVERRYWO FXISTNO UTLIrY LOGTTCF6. 2 6MOADA% WESFOEN YOCCIXt iIa:ODNIRAC1IXt 8NALLIWIEDWTEir hpTIFY TIEOL11d6PgTCN0PEMTOR (IOT-03&2T rr) PNDTIE ON NSPECFIXL 1 TMELWOPACTORBWLND CAILOW(407) RLCDIXI gV19CN CIT LEAST 6EVBR OiTSPR10R TO COMMEIILENEM OF TIECOILSTRIICiNXH PRO cCRBYCMLIM3l4DT YAd19B. 4. 1H CONTRALiORSYAII NOTIFY TIE OCTA COt6TRLKTKKI OMSIONAT LEASTCe 101XiSPWOT TOPNY UTILInR CQVSTR I,C1KK1 BY oYl1NG !eD T 254975& 5. THE M4TERIALS. PR00.GTS,ANDCONSTRUOiIIXl OFP1LUIILRIE3 COHNEGTNG iO IFEOLU SYSTEM SHML BEW COISORMMR£ W11HTH OINOERXeITY UTRrilE98TNCMW NOCGgfRUCTANSPECIF%iTDIfB MNAlAI- B. gLLOC M116MOFAOUTIESV.ITIWTIEDMisO NEPR TS LBESW MDNCPROTECFEDA WT DAMAG E dINPO CgSTRUCHOfI T. TIECONIPACTORATTHNf1TRIGTIXt9 EI1PEtbE A'ALL INNEIX4TELY REPP8t KL 0Ut4GR TOOK NPp19 PIC AOMTfS IFTIEREPMRMNDTNADEIIA11AI-YP ZLgSDEIE-ffTOCV,OWMgTPERFIXiNREWIRED REPNR9 PlCClFMAF. YHCOMMOTaRWILLBEa•PROM-AL-EIAES ASDL 13.7MTMEREPAW. 4 TIELTHHfRACTOR SHPLL PDA6TPLLFAASTNGOCUMNI6 MOFACIUIIR INCFACtU7TM1THNEWOWiIED-UDE.- O RORD!/ATS, 90EWPLFS, DhIVEWATB, OR BTOIOI WATER IMPROVENEM6. OCU FAPMTES TO BEPDMTEO WCLIIDE BUF ARE IATUMTED N%PELRES. P11111P 9TATC16, VPLVE e0XE9, NR RELFJSE VMVE9, FIRE HYORAIfrS, NA.tlOLECOVER9, ANDMETEAS. 9. ONLY OW SWLLLOPERAM ON WATER WPSTEVHATER, PICREOW MED WATER VARVES TIECIXRRP.CiOR SMP1L (XKKRgWATEVMVEOPBAMKHYr1TH TIEOCUIS VIi.TOR FOR OPERAISUY I•MN9 NJEHTAT Br OCU. GIS THE RNRRMTOR9 RE6PONRBNtt TO COORDINATE WIIHTHMPROPRNTEUIIDtt PEPnRDHTATNE TIL WN6TRUCTONfdTMTIRSW WTCAIAEWfFRRUPIbfI6WWATERWABTEWATFRMRECUWEDWATEABEIMCE THCIXrt gCTIXV SHVl COORGNATE PREFPPROJ®artEPRLPTIIX60F SERVICE YdTH IIEOaIINSPECTIXt TAXIXRONG DarswnwacE 11. TECOYTrRKTORSPAII. PNTA'OE FCR BYPA991W Nd1M Il•l.VlA WASTEWATDRDIIrdhG PFPRWED INiERRUPHKKIS OF WASTEWgTEA RON3 NOCOHlECrANS TIECONMCTCRI fiNNL 6UBAaiA6TPA59 %ANSC £EPIC 6EMED BYA PROFESSlO6tP1 ENIPEER TOOCUOEVELOPNETfi EW W EFfeIO FORAFPROVPL %RIOR TOIMPLFMEMAiIOfI BY OONfPACT- ALLVALVESIMMLMMA TOFTMSCVIATRUCTO4PROJECT6 LREYPIIVCLOBEDDUeMCONBTRM7TO4 ZEEP V tESONALLWETTMSROSEOUNILLCLEASEDBYFGEP. DOWTI-TIEVAYCONSTRUCTEDWATERAWMYONHY EXIST-TERMNRSIPAE 9CLEPREDBYFDFPPMOCU. 19. THENNiRPLTORSFLLPR0.'CEAMWERAS6E THYMI ABACCLOYIPRLVEMERFORNAaiOTFALLro Y COKECTIOVS TOANFXIBTINOPOiA81E1A SOURCEINONDDi TOCKORNAREANaFU NP WATERNN19MTH POTPSLE WATER PNt TFJIPoRART POTMYE WATER CIX4ECTONS TO RECLINED WATEROR FORLEAW N SYALLMSO BE EQIIPP®W1THA BFCM1FLOW PRfl'FJltEA. It FORPVCPIPETI MLLMO,V tDMNNTNIED6Y ttT.l0PIPEBDOIIAISALLOWTD. THEAWINIAIMLWNABLE T0.ERMOE FIXR,ROLVTDEFI.ECIIWIMO.RSDEaREE5(11NCH F JDIIRPERIDFRS-0FPPE)ANOMIBRCHANE SHALL BE MACE OIAT WITH SLEEVES PLA FIITNGS. Is. VAYETSR'CRPETAY STMT 0NTEe BTCGFMNIEDBYOffSWV]ARSCURYES, OSIER HOPoZWRMgt VERTICAL MAY BE WSTMLED WIiX STANfYAD %PE BY CQTECTKHIsgT TIE,IOIRR6. MPMNUN OEFIECTKK6AT %PEJgIGs. FlTDICS WATER NGTE6• 1. ALL CONSTRUCTION AND MATERIALS SHALL BE IN COMPUANCE WITH AWWA STANDARDS AS WELL AS ORANGE COUNTY UnUrES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL, DATED FEBRUARY 11, 2011. 2 PPE LENGTHS SHOWN REPRESENT SCALED DISTANCES BETWEEN FITTINGS Or BRANCHES AND MAINS S ALL GATE VALVES SHALL BE EQUIPPED WITH AN ADJUSTABLE CAST IROU VALVE BOX WIN COVER, WITH THREADED CAST BRONZE EXTENSIONS WHERE NEEDED. 4, ALL PUSUC WATER SYSTEM COMPONENTS, EXCLUDING FIRE HYDRANTS, THAT WILLBE INSTALLED UNDER THIS PROJECT, AND THAT WILL COME INTO CONTACT NTH DRINKING WATER WILL CONFORM TO NSF INTERNATIONAL STANDARD 61 AND WILL BE MANED WITH THE NSF SEAL OF APPROVAL S. ALL RPE AND RPE FITTINGS INSTALLED UNDER THIS PROJECT SHALL BE COLOR CODED IN ACCORDANCE WITH SUB PARAGRAPH 62-555.320 F.A.C. USING BALE AS A PREDOMINANT COLO. ALL DIICIILE IRON WATER MANS SHALL BE MARKED WTH A GONTNUOUS STRIPE LOCATED WITHIN THE TOP 00 DEGREES OF THE RPE SAID STRIPE MALL BE A MINIMUM 2 IN CI 0 IN MOTH AND SHALL BE SLUE IN OOLOR. BACKFILL SHALL NOT BE PLACED FOR 30 MNUTES FOLLOWING PANT ARPUCATION. FOR PIPE WITH AN INTERNAL DIMETER OF 24' OR GREATER, TAPE OR PAINT SHALL BE APPUED IN CONTINUOUS LINES A LONG EACH SDE OF THE RPE AS WELL AS ALONG THE TOP CF THE RPE 7. ALL NON-METALLIC WATER MAINS SHALL BE INSTALLED WITH A CONTINUOUS, INSULATED 10 CAU GE COPPER WRE INSTALLED DIRECTLY ON TOP OF THE PPE FOR LOGRON PURPOSES SEE STANDARD ORAWWG& IN ADDITION, ALL PVC WATER MANS SHALL BE A SOLID BLUE COLOR. ALL LETTERING SHALL APPEAR lEOBLY ON PIPE AND SHALL RUN THE ENTIRE LENGTH OF THE RPE LETTERING SHALL READ AS IS ACCEPTABLE FOR THE INTENDED USE S. HYDROSTATIC TESTING AND THE Dig ECTON OF THE WATER DISTRIBUTION SYSTEM SHALL BE DONE IN ACCORDANCE WITH THE AWWA STANDARDS HYDROSTATIC TESTING TO E DONE IN ACCORDANCE WITH AWWA C-600 FOR DUCTILE IRON RPE AND C-605 FOR PVC PPE DISINFECTING TO E DONE IN ACCORDANCE WTH AWWA C-951 AND RULE 62-555.340 F.A.C. 9. MARK SERVICES WITH W HIGH PIECE OF 2' X 4' PLANK PANTED BLUE 10. PPE MATWAS PVC - ALL PIPE. RPE FITTINGS, PIPE JOINT PACKING AND JOINTING MATERIALS, VALVES, FRE HYDRANTS. AND METERS INSTALLED UNDER MS PROJECT SHALL CONFORM TO APPLICABLE AWWA STANDARDS AND SHALL BE MANUFACTURED IN ACCORDANCE WITH AWWA STANDARD C900, LATEST EDITION. PVC SHALL B MAMUFACTURED IN ACCORDANCE WITH AWWA STANDARD Cl THE PVD SHALL HAVE A MINIMUM YAWONG PRE39JRE OF 150 PS AND SHALL HAVE A DIMENSION RATIO (OR) OF 1& PPE STALL BE THE SAME O.D. AS DUCTILE IRON PPE PVC JOINT - SHALL E IN ACCORDANCE WITH ASTIR 03139 DUCTILE ULAN - SHALL CONFORM TO AHS/AWWA CI5O/C751. A I9MMUM OF CLASS 50 PPE SHALL BE SUPPLIED. DUCTILE IRON JOINT - MALL. BE IN ACCORDANCE WITH MSI A21.11 AND AWWA C111. SERVICES - SHALL BE IN ACCORDANCE WITH AWWA CMO/CBOT STANDARDS FOR POLYETHYLENE TUBING, CLASS 160. 11. WATER MAIN CONNECTION SHALL BE MADE UNDER THE SUPERVISION OF ORANGE COUNTY IITUTIES DIVISION. ALL VALVES SHALL E OPERATED BY ORANGE COUNTY PERSONNEL ONLY. WATER MANS ARE TO BE DISINFECTED PER ANSI/AWWA 0651-92 AND ORANGE COUNTY URHIES DIVISION MANUAL OF STANDARDS AND SPECIFICATIONS FOR WASTEWATER AND WATER MAIN CONSTRUCTION SECTION 4210 WHICH INCLUDES A CULL DIAMETER FLUSH. 12 IN NO INSTANCE SHALL THE WATER MAN E LESS THAT 6' ABOVE OR 12' BELOW GRAVITY SEWER MAIN CROSSINGS WHERE WATER AND GRAVITY SANITARY SEWER MANS CROSS WITH LESS THAN 15 INCHES VERTICAL CLEARANCE OR THE SEWER MAIN IS ABOVE THE WATER MAN. THE SANITARY SEWER WILL E 20 FEET. CENTERED ON POINT OF CROSSING OF PVI: PPE UPGRADED TO WATER MAN STANDARDS AND PRESSURE TESTED. ONE FULL LENGTH OF WATER MAN RPE WLL BE CENTERED ABOVE OR BELOW THE PIPELINE 50 THE WATERMAN IS AS FAR AWAY AS POSSIBLE FROM THE OTHER PIPELINE OR THE WES WILL BE ARRANGED SO THAT ALL WATER MAIN JOINTS ME AT LEAST THREE FEET FROM ALL JOINTS IN VACUUM -TYPE SANITARY EWER% STORM SEWERS, SICRMWATER FORCE MAINS OR PPELIN CONVENING RECLAIMED WATER REGULATED UNDER PART II OF CHAPTER 62-310 F.A.C. AND AT LEAST SIX FEET FROM ALL JOINTS N GRAVITY - ON PREbURE-TWE SANITARY SEVERS WASTEWATER FORCE MKS. OR WEIINES CONVEYING RECI.AIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 52-510 FAO 13. IN NO INSTANCE WALL THE WATER MAN E LESS THAN 8' ABOVE OR 12' BELOW STDRN SEWER CROSSINGS. WHERE WATER MANS AND STORM SEWER PPIS CROSS WITH LESS THAN 18 INCHES VERTICAL CLEARANCE, OR THE STORM MAN IS ABOVE THE WATER MAN. THE WATERMAN SHALL BE 20 FEET OF DUCTILE IRON PPE CENTERED ON THE PONT OF CROSSING. 14. IN NO INSTANCE SHALL THE WATER MAN E LESS THAT 6' ABOVE OR 12' BELOW THE REUSE MAIN CROSSINGS WHERE WATER MANS AND UNRESTRICTED ACCESS REUSE PIPES CROSS WITH LFA THAN 18 INCHES VERTICAL CLEARANCE, THE UNRESTRICTED ACCESS REUSE MAN SHALL SE UPGRADED AND HYDROSTATICALLY TESTED IN THE SAME MANNER AS GRAVITY SEWER MAINS I& NEW OR RELOCATED, UNDERGROUND WATER MANS INCWOED IN THIS PROJECT WALL BE WD TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST THREE FEET BETWEEN THE OUTSIDE OF THE WATER MAN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED VACUUM -TWE SANITARY SEWER, SCO AI SEMEN, STCRMWATER FORCE MAN, OR PIPELINE CONVEYING WATER RECLAIMWATER REGUUTEO UNDER PART II OF CHAPTER 62-610. F.A.C. A HORIZONTAL DISTANCE OF AT LEAST SIX FEET BETWEEN THE OUTSIDE OF THE WATER MAN AND THE OUTSIDE OF MY EXISTING OR PROPOSED GRAVITY -TYPE SANITARY.Mfl (CII A. HORIZONTAL DISTANCE OF AT LEAST TWEE FEET BETWEEN THE OUTSIDE 0� TE AND THE DUMB E OF ANY EXISTING OR PROPOSED GRAVITY -TWE SANITARY SEWER F THE BOTTOM OF THE WATER MAIN WILL BE WD AT LEAST SIX INCHES ABOVE THE TOP OF THE SEWER% A HORIZONTAL DISTANCE OF AT LEAST SIX FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED PRESSURE -TWE SANITARY SEWER, WASTEWATER FORCE MNN, OR PIPELINE CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART nI O: CHAPTER 62-610, F.A.C.; AND A HORIZONTAL DISTANCE OF AT LEAST TEN FEET BETWEEN THE OUTSIDE OF THE WATER MAN AND ALL PARIS OF ANY EXISTING OR PROPOSED 'ON-SITE SEWAGE TREATMENT AND DISPOSAL SYSTEM.' 16. MINIMUM OF 3 FEET OF COVER SHALL BE MANTAINED OVER WATEIRMAN& ALL PORTIONS OF A WATERMAN WITH LEM THAN 3 FEET OF COVER SHALL E MSI/AWWA CISO/C151 DUCTILE NON PPE 17. ALL PIPE AND RPE nTrLNGS INSTALLED UNDER THIS PROJECT SHALL CMTMN NO MORE THAN &OX LEAD, AND ANY SOLDIER OR FLUX USED N THIS PROJECT SHALL CONTAIN NO MORE THAN 0.25 LEAD. I& HELP OR ALTERED DEAD-END WATER MAINS INCLUDED IN THIS PROJECT SHALL BE PROVIDED WITH A FRE OR FLUSHING HYDRANT OR BLOW -OFF FOR I LISHNG PURPOSE& 19. FRE HYDRANT LEADS SHALL HAVE A MINIMUM INSIDE DIAMETER OF V AND SHALL INCLUDE AN AUXILIARY VALVE 20. IF AGGRESSIVE SOIL CON TIONS ARE FOUND WRING CONSTRUCTION, WATER MAINS SHALL BE PROTECTED THROUGH THE USE OF CORROSION RESISTANT MATERIALS, THROUGH ENCASEMENT OF THE WATER MAINS IN POLYETHYLENE, OR THROUGH PROVISION OF CATHODIC PROTECTION. ODNIRACTOI BTS: 1. IT SHALL E THE CONTRACTORS RESPONSIBILITY TO VERIFY AND INCLUDE ALL LINE ITEMS AND QUANTITIES IN THBR BD WHICH ARE NECESSARY TO COMPLETE THIS PROJECT AS DETAILED ON THE CONSTRUCTION PIM& SURVEY AND GEOMETRY: 1. BOUNDARY BASED ON THE FOLLOWING SURVEYM VHB 225 EAST ROBINSON STREET. SUITE 300 ORLANDO, FLAW 321101 (407) 839-4006 2 EXISTING TOMOGRAPH AND CCNTDURS BASO ON THE FOLLOWNG SURVEYOR: NVB DRAWING '81075.00-Bnd�Tcpo-J-16-1&DMC' 1 CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL EXISTING SURVEY MONUMENTATIQU. DISTURBED MONUMEHTATION SMALL- BE RESTORED BY A FLORIDA-UCENED LAND SURVEYOR SELECTED BY THE OWNER AT CONTRACTOR'S EXPENSE 4. VERTICAL DAMN: HAVD, INTI G O u .G s 225 E. Robinson Street Suite 300 Orlando, FL 32801 407.839.4006 Certificate of Authorization Number FL #3932 Ocoee Crown Point PUD Phase 213 Ocoee, Florida Legend and General Notes C1.00 James Hoffman, P.E. P.E. k 75623 P,*d- DATE: Mar. 03, 201T 61975.00 6197500-PH28-LG.OWC Nle Np.d 3 Revved perGry BOGlmmnent ORD=7 2 Revued PrOryt4 Caanyalmmenl 09AT/20I6 1 Sebm-a'Y00coee&COI 05/06MI6 D-. URH CM1.deJ M RRH u b Construction Approval Vertical Datum NAVD88 D•h May 6, 2016 Legend and General Notes C1.00 James Hoffman, P.E. P.E. k 75623 P,*d- DATE: Mar. 03, 201T 61975.00 6197500-PH28-LG.OWC \\vhb\proJ\Odando\61975.00 Ocoee crown paint\cad\Jd\PI—.t\Ph... 2B\6197500—Ph2B—EX.d.g Lake Apopka \\ 1 tt ! J ' M E u 0,0 !�•,0 hb 225 E. Robinson Street Suite 300 > Orlando, FL 32801 407.839.4006 Certificate of Authorization Number FL #3932 O3/0MM ca'v.a 6y — JRH _ _—� __ ta„ea a Construction Approval Dm May 6, 2016 Vertical Datum NAVD88 110 E u 0,0 !�•,0 hb 225 E. Robinson Street Suite 300 > Orlando, FL 32801 407.839.4006 Certificate of Authorization Number FL #3932 Wig— i ? FWA 3t 28 LOW IS r --6 ------------ - ------------------' ' ,Y( j I I----------------------------- ------- II „ 2t uvz I - "*-------------------------- --------------------- 0 ------------------------ J I ;A,`1 ---------- 0, —' ----- ------------ ROf1R0ARY NOTE: TOPOGRAPHIC CONTOURS SHON1t HEREON REFLECT PRE—PHASE 2A CONSTRUCTION CONDITIONS. 0 100 200 400 Feet Ocoee Crown Point PUD Phase 2B Ocoee, Florida n<.me„ w. noo.e 3 Reveed 'Gy&OO1/mmment DY03=17 2 Revoed perGry &Counryamment WDll3016 1 Submitb Gq d 00.oee&ow O3/0MM ca'v.a 6y a.aa q JRH JRH ta„ea a Construction Approval Dm May 6, 2016 Vertical Datum NAVD88 110 / f �� [it, 1-110, Wig— i ? FWA 3t 28 LOW IS r --6 ------------ - ------------------' ' ,Y( j I I----------------------------- ------- II „ 2t uvz I - "*-------------------------- --------------------- 0 ------------------------ J I ;A,`1 ---------- 0, —' ----- ------------ ROf1R0ARY NOTE: TOPOGRAPHIC CONTOURS SHON1t HEREON REFLECT PRE—PHASE 2A CONSTRUCTION CONDITIONS. 0 100 200 400 Feet Ocoee Crown Point PUD Phase 2B Ocoee, Florida n<.me„ w. noo.e 3 Reveed 'Gy&OO1/mmment DY03=17 2 Revoed perGry &Counryamment WDll3016 1 Submitb Gq d 00.oee&ow O3/0MM ca'v.a 6y a.aa q JRH JRH ta„ea a Construction Approval Dm May 6, 2016 Vertical Datum NAVD88 Existing Conditions Plan C1.01 —,, er / James Hoffman, P.E. P.E. N 75623 ,,,k— DATE Mar. 03, 2017 61975.00 6197500—PH2B—EX.OWG \\rhb\proj\Or1ando\61975.00 acaee crown polnt\cad\Jd\Planeal\Phase28\6197500—Ph2B—TREE.dn9 .1..1,11............ ::..o....m ...ucu.nni....ouun un000.00 •.._.u_ � — u_ uortm.. _ .- a __ I I I EMSTING TREE PROTECTION Lake Apopka i� ST POND MAV' _moi/ ' \. \��✓/ N. E 0 u a s / ,, 00 vohb 225 E. Robinson Street Suite 300 Orlando, FL 32801 407.839.4006 Certificate of Authorization Number FL #3932 / /�// 1 , ` S i � �P � � , rL,r`/r '! / i / ' ,� r \ i i i I I 1 Jr✓' �I �r � / �� .\" , , H' i r I ♦ - _____-_- SII-'- ,.I � \ \I \ 1'11'. / ,\ \ 11 i I I i l i ' r , /,.�/� I'-��\l��`rh\`ir !//' • � � '� ��_�� 5) 100 200 400 Feet Y ♦\ I ; i i lr I % /;,'/ ; ,`;t�%/5V V Ocoee Crown Point PUD v k` 1" A �:� X1 1 t �1; r �o C7 HIGS`CHOOii,^� h , ! Z y% Iyr 'l ! \ $' „ T Phase 2B {`r'/ i \ URE \ -19 NO H' f Ocoee, Florida \`VI ` / (� arae \ _ �r Q--f]—u %i / J / ----- _ ZJHi'n� ar y 7 / 3 R ued a 8000 �mment OyDyNl] _ _ /� ] x�aarcyec«ay .am.m a ov]ols iL' • ; L 1 — --� �� sanmtmcnara�.eocv os osmse JRH 1'JR1100' - -- - -- ,; - ' �' Construction Approval May 6, 2016 it--o-I -------------- - .�% a -T 1 ,. n Vertical Datum NAVD88 WOODED t,o _ �, -� \ 4 Tree Preservation Plan 124 I �I '� ` '` 1 ,', �we.t'&. ` t : °�_ • ,,:fie °"' �" Q„\„ /` ;; __ u Pn eouvoAer — a�: ; - _- _-_ ; -------- C 1.01A Til - - DATE Mar. 03, 201716 975 00 6197500—PH28—TREE.DHG \\vhb\prol\Oriando\61975.00 ocoee crown paint\-d14d\Plansel\Phaee2B\6197500-Ph2B-E0P.dwg DIVERSON RIDGE REQUIRED WHERE EXISTING (RADE EXCEEDS 2% \ PAWED ROAD 2K OR GREATER FILTER FABRIC SECTION A -A SEDIMENT BARRIER SPILLWAY/ (STRAW BRIE TWE SHOWN) \ ` J SUPPLY WATER TO WASH WHEELS AS NECESSAR \ / NOTE- USE OTEUSE SANDBAGS. STRAW BALES OR OTHER APPROVED ME IMS 70 R 5-d I I CHANNEL NUNOEF TO BASH As EOR I REQUIRED. I I Y COURSE AGGREGATE 12' MIN. n ION W THICK II DI1flBON RDLE .IPI 50' MIN. PLAN NOTES 1. THE ENTRANCE SHALL BE MAWTANM IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING OF S D01ENT ONTO PUBLIC IONS -OF -WAY. THIS MAY RECUIRE TOP DRESSNG, REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. 2 WHEN NECESSARY. MEELS SHALL BE CLEANED PITOR TO ENTRANCE ONTO PUBLIC RIGHTS-OF-WAY. 1 WHEN WASHING IS RECURRED, IT SHALL BE DONE ON AN AREA STABALIZED WITH CRUSHED STONE THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. Irl 1. SODDING OF DETEN71ON POND SIDE SLOPES SHOULD BE ACCOMPLISHED NITHIN AB HOURS OF THE COMPLETION OF GRADING TO MINIMIZE EROSION POTENTIAL 2 AT A MINIMUM, THE RETENTION ETENTICDN STaRAGE AREA MUST BE EXCAVATED TO ROUGH GRADE RICH TBUDDING CONsrRUCTION OR PLACLAAENT OF IMPERVIOUS SURFACE WITHIN THE AREA TO BE SERVED BY THOM FACIUBES. TO PREVENT REDUCTION IN STORAGE VOLUME AND PERCOLATION RATES. ALL ACCUMULATED SEDIMENT MUST BE REMOVED FROM THE STORAGE AREA PRIOR TO FINAL GRADING AND STABILIZATION. 1 AT A MINIMUM SILT BABIIEAS SHALL BE PACED AS SHOWN ON THE CONSTRUCTION PANS TO INSURE AGAINST POLLUTING, SILTING OR DISTURBING TO SUCH AN EXTENT AS TO CAUSE AN INCREASE IN TURBIDITY TO THE EIGSTING WETLAND. IF OUIING CONSTRUCTI THE PROPOSED EROSION CONTROL SYSTEM DOES NOT PERFORM SATISFACTORY ALTERNATIVES AND ADDITIONAL MEASURES SHALL BE IMPLEMENTEDBY THE CONTRACTOR IN ORDER TO COMPLY WITH CITY OF OCOEE. FLOIOA SdR.W.M.D.. AND FDEP EROSION EJ PROTECTION STANDARDS I A. CONTRACTOR IS RESPONSELE TO SUBMIT EROSION CONTROL PLAN 70 THE CITY ---------- ENGINEER _ ___--__ENGINEER FOR APPROVAL PRIOR TO THE SCHEDULING OF PRE -CONSTRUCTION CONFERENCE. 5. CONTRACTOR 94ALL BE RESPONSIBLE FOR ALL EROSION PROTECTION 00518, p_ \ INCLUDING ANY COSTS ASSOCIATED VATH COMPLIANCE ISSUES AND I 1--------�--�_3z�� .��--�y�-- -- -'--- A----- ENFORCEMENT ACTIONS 1. `, DICIER CLP�INT PARKWAY � 4� ^ {{ / pppp ! r e. WWNC CONSTRUCTOR, WHIR CONTRACTOR 9W1 TME ALL REASONABLE-^�I�_-`i--z-may..._-- ------ ---------7—I MEASURES TO ENSURE AGAINST POLLUTING, SILTING OR DISTURBING TO SUCH \ _ I ��4— E. AN EXTENT AS TO CAUSE AN INCREASE IN TURBIDITY TO THE E10BOND PONDS i I ` ,\ /• _ � AND WELAADCONSRVATION AREAS ON OR OFF—SITE. SUCH MEASURES SHALL ` BE APPROVED/ BY 1Hff PRO.IECT ENGINEER AND MAY INCLUDE, BUT NOT BE _ LOOTED CONSTRUCTION OF TUIPORMY EROSION CONTROL STRUCTURES ��`��' irI/`� I - , - , I SUCH AS SEDIMENT BASINS SEDIMENT CHECKS, OR SILT BAWRERS,11 ` I I \ ' \ ' 7. A TWO FEET STRIP OF SOD 91ALL BE PLACED BEHIND BACK OF CURB OR AS-=�INCET"eR07EC�7IrAJ� �� --'�I 1 I \\``,_, I -F. ♦ \ ,'I �` \ '\ OTHERWISE DETAILED IN THE APPROPRIATE SECTION. _ _ �ti=_ & CONTRACTOR IS RESPONSIBLE FOR PREPARING AND ADIIEANG 70 A SIDIW WATER POLLUTION PREVENTION PLAN (SNPPP) W ACCORDANCE WITH THE FLORIDA S70RMWATER, EROSION. AND SEDIMENTATION CONTROL INSPECTORS�� `. I I f/U`l$TROCRAV EN%RAHCE MANUAL PUBLISHED BY FDEP. \ 9. ALL PERMANENT EROSION CONTROL MEASURES SHALL BE COMPLETED WITHW 7 \ \` \ `, III 1 S DE THIS SHEET DAYS OF FINAL GRADING ALL TEMPORARY flt09W CONTROL SHALL BE `' J I 1 J I I l MAINTAINED UNTIL PERMANENT MEASURES ME COIIfi.EIED AND ESTABLISHED. \• i i t CEM I I ------------- ` SCHOOLBITE/ I i 1 1 1 1 i 1 1 i 1 -- ---- _— -'I `-- - TEMPORARY GRAVEL CONSTRUCTION ACCESS DETAIL N.T.S. ----'---- `` _ ' -94T FENCE (TlP) , `-- +6--- INLETPROjEC))0N i ---------- _Pffi se29 LA475------------ ----- _ --------------- --- ------------ \ - ------ _ - - \ --- `----- -- -- - \\ --------- -------- _-__---- ----------- \ - ,I --------------------- --------------- --------------- __{ --------------__ _ /------__-- _ '`l /GATT ( -- --199,- - - ----- -- -- ----------------- --- \ _ -- \\ \ ------------------------\�\ _ ------ i / -- ------- ----------------- \--------- -------------- \ \-------------------- -- — / \ ------ -------------------------------------- / ------- -------' ----------- NEILWO--%' \ \\ ------------- --- --- - / CAVSERYA/IQV'-- -- '--' / INEflAHO LAV/IS ------------- --------------- ----- -- E Y i 00 �00i�o 0 hb 225 E. Robinson Street Suite 300 Orlando, FL 32801 407.839.4006 Certificate of Authorization Number FL #3932 C1.02 James Hoffman, P.E. P.E. # 75623,,,,,,E DATE Mar. 03, 2017 61975.00 61975DO-PH28-ECP.DWG Legend SILT FENCE rr INLET PROTECTION \I '11 11 Il II 1 II I � I I Ii I I i 1 i1 `\ Y 1 \ 1 � 0 50 100 200 Feet � I Ocoee Crown Point PUD Phase 213 / Ocoee, Florida i' Ir I ! 1 / •�' 3 Rer'¢ed perOry 000lmmment 03/D3/2D17 .' 2 RrmM per ary &Caunry woman[ 0?NI/2016 ''/ 1 Submit to Gry of Ctoee&OCU OS�OR/N10 ' � ammei q' o,.amh ' I `/ JIM JRH I I Nwaa Construction Approval May 6, 2016 i I Vertical Datum NAVD88 Erosion & Sediment Control Plan C1.02 James Hoffman, P.E. P.E. # 75623,,,,,,E DATE Mar. 03, 2017 61975.00 61975DO-PH28-ECP.DWG \\vhb\proj'\0r1wdo\6I97S.0O acoa. cra,en point\cad\jd\Plonset\Phase2l3\61975ao-Ph2B-ECP.dwg LWI. Of Barrier Rol 0 FILM IW�Ian Ditch 1.. Er CPU. 'Op" COIAXETED OLEr DITCH BOrTaW JILET Wn,d 2-' Z. 4 U. PROTECTION AROUND lAtErS OR SIRILAR STRUCTURES ._L� Barrier Lknits, Of Construction DITCH INSTALLATIONS AT DRAINAGE STRUCTURES CHART I. WCMEMO VACDO FUR SYN77E= DALEY OR MLE TYPE RAW" AND TYPE M EMT MW ELEVATR" SYNTW 0 /a - / TIC SALES OR BALE fins, rs� r 5j'so, Fps, Fa� TYPE BARRIERS FOR PAVED DITCHES i V�- r it 1".40 V� -I M Relh-te of - - - - - - - - - - - - - 4�sss ELEVATMY 'OTM SL TYPE 117 SILT FENCE ar ftel- PLAN PLAN SK asdk V� SECININ AA ELEVATIUN �7.1sT.LDeW =;ZDah, ALONG FILL SLOPE ELEVATION R"ATION PLAN O_*P nx� PLAN ELEVATZON ELEVA77EN MWUM INEW nK AM" W im ONDIF Im Mn" amm AL'I'SY Must, = nZ ar SENT SEDWI AIKAY � INY 7EK or AILDRE AT TOE OF SLOPE BARRIERS FUR FILL SLOPES TYPE J7 TYPE I SYNTI-ETIC BALES OR SALE TYPE BARRIERS FOR LWAVED DITCHES NOTES FOR SWM770 BALES 17R BALE TYPE BARRIERS 2 Sohe -se Is 4' and - dth �1', 2- (s, P .w- stakes f- mt.*fw �w wv x,'. _Ie 2'. 1' � OaW _(� _dAv by Me Eso Adj-1 - -he mw ft* tage- I used A, -Jmtbn -Rh m I- � sPases Ve wusan sW of fIe A "w"* w at F_ �1.661 � M Wsn,sl_t� _ssf F'-. an. &I,- Mft SILT FENCE APPLICATIONS ELEVATION - SECTIM TYPE IV SILT FENCE Is. E,d %et Of - 4- F_ As "I I'll IL -1180 11A ass�� Is %hl 0,y FI, PLAN VIEW JOINING TWO SILT FENCES AUTES FUR SILT FENCES 1. Tjps Lffse(Fance 1, be ussd,lm,t� � used A, oft�ees, W NdV far rva. DISItf- eks" h -dbnae sia, (N,I &�t L 4. ='==�ZtbLS" If AZm k 1, " etn,ates? w as bx�wa* to ..fft r- 2s I. A� us. -u t �p*s �Stksd MF-. d.F1 T T T T T T -t=.I- t�_Iote Ibras, A - Temporml Ermion and Sediment Control Sfit Fence N.T.S. Smms: 2008 FOOT Index No. 102 N.T.S. Sourm ja 2008 FOOT Index No. 103 Road, !:�TEE= pa�ssnsnt GENERAL NOTES L A Soitrockkg Prevendon Drice (STPO) sholbe wns&ruoted at EM... U 7k; 7 -4 19- VA � -a � = Z Z _=; 0 - CQWO`O`FS OF fMs I" M -Y BE � W IMM7" W ��Asy oesIM Mr � . ns� �� A, 50S �Isol" W VW (SVE SuRP� 100 9 � W AI FLOATING TERRIVITY BARRIERS 's Approach LeMth T T T T T T T f A T T T Ibras, A - 50'sid. Wol=16 su�4.aw.'�.&m by JRH Construct 1-d Turnout Mda, ft 6151. Construction Approval Vertical Datum NAVD88 May 6, 2016 May Us Deleted M APPId By T1. E�O E---- ------------- ------ u _u SIAKED TURBIDITY BARRIER LEGEAO E�m .1 su,, ----------- -1, se - I, .-I _.f � 401 an% �pxsg fse,s d4w- w �dMss. weemsh P. I= sa�r dAV qpsr.�_ 5. For IN .1 - s- sp�o.' GDERAL NOTES L I%aft tv - bie d.,_ TIMIDITY BARRIER APPLICATIONS 2. Stake! hh0tr b.�. ILJ�r 1b, �tunRwks IbrStated Turbidity BaTiers N.T,S. source: 2008 FDOT Index No, 103 Siop. 7 i S.d'.-t Pit 5).M.N. B�. App, h Length A, Required 14. 6`4 ��)Wd;arsrls to - D -1, 5),nth.tk ad.. SECTIDIV as TRANSITION DETAIL P Pr =Z205 Iof. 14 L 9 1:4 FRI- FaWc led B.I. or '44 Conpoaaf,d B�kffi E)*M79 Or TWW"WY Filter F.&1111C __T Skh&a6, F*,. To a. Stobfird A. Rqd,.d RURAL caVECTION SECTMN AA eased On Fla. And rred. DETAIL bythe gheerforpohlrofWmirm unst.W.d - of the project to pbk -ad. h- frackling of nud ouid Traffic fr= unstablsed areas of Um construa"" prjecthaffbe di-eated thru . STP0. Barriers. ft9gi7q, - a"' Positive neans shadb- used . rq,&,d to &Wt -d,&..f *ufw.qrss - the STPD. 2. Th. C.Lr.:,t- Pass fhdque 1. nh",. fr. nj Th. df 6- -t be r.,k..d and .W. -d b, U,. En��,far to HS= J. AlinaterAols sp&d. dropped. or tracked onto puhk roody 07"ng the STPO aggregate and construction nxid) sWbe re,noyed ai*� or - Irq-11y If.. ok.cfd by U. 4. AWgf.. Wb.F%dvscnbvd h Section 901 xduft 901-2.J. Aggregate. Wb. T k. #1. If this .4. Is net -F614. the nest r,= -W k. gr.Vf. .y be substituted ofth the ,W.,.faf the EInghear. Size, -Nkft exr..". �&(k off the project and ore unsuffW.. S. 771 &&wf pit shoLdd Provide a retention voke of 3600 cubic f.l.r. f.urfac. ... alaiidq 1. the Pit NI.n U. STPO b I.W.Nd ir- .11',er dl -4,W. ors� Me fkwkg pit V.A-. &..Ufy M .quk.-t.. 15'x 50�100 ft.J 50'x 50'-200 ft., A, on "Llon to the .,d5nentpht, U. sidth at the -4 b.N- a. be &-.-.d to Mok Me 1.1tent. K?- the ..*.nt pit or seek vk- has b~ rodkiced I* we Adf, It shafbo ciewed W1,w a * is used. synth.be bde. -81 fe... halb. Placed do.9 M. -fk. length. a. Th. ..". �Fth dri3bg the STP0 Wh.v. o 0.02X nshinxrn and a j.o;e maxersen prod. akng the STPO and to Um sedkwt pit. Z INtered end sections are ,at rdqui-ed hw Me idedrain Pj'e ..Wirr the r.quk;wI.. 8. Th. S7PD sh.Fb. moitalned k. . conefflon that .1.16. /1 to perfor. It, 1-cifion. To Prevent ff-91. froking the STPO W b ad rkwed (dafty whm J7 use) to move acc-latod md domeard Wu the n of the ,ulz AddVanl.tabitroU. to ZWe L: ,dv&Vcdw rouie leading to Ow I's '"Yl.d L..kd 9. A STP9 sholb. paid f- under the -&-t unit Price far Sci Taddng Prsv=D=# E�L,.2@.Z1prk* &W-1/fule Ada,pentathan f- a , " sp --- f=,, -,d, -d _.r.iian or .. ars. &. ': Be S�gI but -1 &.N.d to - -=. i-parary ;,�. (h.Uft AiES when .q*.dl, 'It.r a9!!T6% Pared turaut (k.*Ag asphaft and bas. -truckbn), dit'h t"Mi-, appraah roui. e.& -.t _,d.d dhpa"'t -W, rkbV and d.-hq of the STFD -4 d.-bg afpubk ..a., gr .. kv -d ad. =the U. Safe - Bois Type Barrier &Wbe paid far un*r th, n1roat I prk, far S�yntt,@* galeg, I.F. Sit fwce shoMbe pord far wow the �Iract unit prim fw Staked M Fence, LF. 10. Th. r-nindeire of . t-dord STPD 1. 15', 50-W.- offi-he .,. w b Ue pk,& If the vkm, of wt, -ft and existhq vehicles _t, iz JO'.fdth STPO -y be -so ffpp,..d by ft Engineer. Ith- . dousi, fdfh (309 STPO h, used, the pqy quantity shab. 2 I_ .-h I .. I;,. E 0 00 000 0 qqw Vhb 225 E. Robinson Street Suite 300 Orlando, FL 32801 407.839AO06 Certificate of Authorization Number FL #3932 Ocoee Crown Point PUD Phase 2B Ocoee, Florida Erosion Control Details C1.03 Soft Tmddng Prevention Device Type A N.T.S. Sourcm 2008 FDOT Index No. 106 James Hoffman, P.E. P.E. # 75623 DATE: Mar. 03, 2017 61975.00 6197500 -PI -128 -ECRM AM!L 2 �,Gty&Gnt, Wol=16 su�4.aw.'�.&m by JRH )RH Construction Approval Vertical Datum NAVD88 May 6, 2016 Erosion Control Details C1.03 Soft Tmddng Prevention Device Type A N.T.S. Sourcm 2008 FDOT Index No. 106 James Hoffman, P.E. P.E. # 75623 DATE: Mar. 03, 2017 61975.00 6197500 -PI -128 -ECRM \\vhb\pro)\OHando\61975.00 ocoee crown point\cad\Id\Planset\ph... 2B\8197500-Ph2B-MSP.dwg Lake Apopka JIl I / Ir CQYSERVARQV EASEIVENT \ PROXCY / BOUNDARY<. 170 169 j168 Open Space 171 OS- 0.06 ac. 172 158 173 15S 157 RE7LAN0 BUFFER 174 156 NE7LAND LW7S 175 155 154 176 177 178 179 ..,. 0.06 ac. MULTI -USE IRAN PHASE 24 UFT STARCW 7RACT nwatc Pand Tract IC 5.67 as WIFE 164 PHASE 2A FUTURE i ELEMENTARY j SCHOOL 36' Eau. 1 IAP/ PVMT 1I W EXIST. ROW I fJ I tJ PEDESTAL -MOUNTED SERVICE OR TERMINAL BOXES OR SIMILAR HARDWARE FOR ELECTRIC@ TELEPHONE AND TELEGRAPH, CABLE TELEVISION AND CAS SERVICE ARE INSTALLED ABOVEGROUND ON A RESIDENTIAL LOT WHICH IS LESS THAN SEVENTY (70) FEET IN WDTH WHERE THE LOT ABUTS THE STREET RIGHT-OF-WAY UNE (WHETHER PUBLIC OR PRIVATE), THEN IN SUCH EVENT THE AFOREMEN71ONED UTI�OUND HARDWARE ROFATTILITYEASEMENT AND FORWARD OF LOCATED WITHIN BURDNG SETBACK NE A DISTANCE OF NO MORE THAN FIVE (5) FEET. I � \ \ PUD-PU'� y � `�\\ GENERAL SITE DATA: TO BE OEOGITDAS ROW WITH FIAT, TO BE OWNEDAND NANTNNED BY OII'OF STORMWATERTRACTS 1Q Q] PRIVATE LOTSIZE PHASE 2A PHASE 213 TOTAL l SITE DATA: PLASE2A PHASE 20 TOTAL. \ 85 13 15 28 21 ZONING PUD PUD PUD \ A-1AfY- I® HUMBEROFUNTS 150 153 303 I© Ilei TO BE OW NEDAND LONNTANED BY ORANGE OOIMTY FRONT IerL TOTAL GROSS ACRES 57.93 Ac 4493 Ac 102.69 Ac 5 wL 6 '�. AQESSOHY STA 20r Mn. TOTAL W EIIANIOACRES Gas Ac 0.00 k. 0.00 Ac SOEIp0OL1 3M11 ASSOQATMi 5 Mn. 00.U.EY TOTAL BUFFER ACRES GOD AC 0.00 At. 0.00 Ac. OWLEWA18 R3bJ6DE LOTIHE SM0 ,&'F RONT PORCH SETBACKSHALL BE 15 FOR PORTIONS OF LOTS RAYING A 15 11 / FRONTUTILITY EASEMENT. AFFECTED LOTS INCLUDE 209,214.215, AND 21&224. 6 BALK APFACRES 0 O Ac 000 Ac. 0.00 Ac AOl4CEHTTDPUBUGROW PUBLIC EXIST4fG iiiil�il�iA► PRIVATE 3 PUBLIC PARWOPEH SPACE 5.53 Ac z57 AC. 8.10 Ac .S; RESIDENTIAL ASSOCIATION. WASCAPEWALLTRACTS PRIVATE TO BE OWNED A/D MNNTNNED BY RDM EOWNER'S ASSOCIATION MIATI.USETRAL SUVATC TOeEOWtFD AtOMNNTAUFD 8Y Hd1EOvrtFAS ASSOCMiIdI UTiI.ITY CONTACT LIST: s CHARLES SMITH, RE 407A053157 PRQECT CRY OF OCOEE, ENOMEER IG/UnUTIES OEP FAX407-877-IM '-\ BOUNDARY 1900 AD MIMS ROAD OCOEE, FL 34791 TIM IME WA TRUE WARNER CABLE FAX409140 FAX 10753295/1 3767 ALL AMERICAN BLVD ORLANDO, FL 32810 WILLIAM TUBBLE 407-936-6664 - DUKE ENERGY 32.4 BONNET CREEK PKWY - OV13 - P.O. BOX 10000 ------------ LAKE BUENA VISTA FL 32830 EVER ETT HOLMES 407956-2734x14 LAID= APOPKA NATURAL GAS OSTRICT FAX407t%9371 P.O. BOX 763007 WINTER GARDEN 1`1.47763001 t - _om�.+•=^ra"' '�n.� VaWAM WOLD 4079145291 FUTURE i ELEMENTARY j SCHOOL 36' Eau. 1 IAP/ PVMT 1I W EXIST. ROW I fJ I tJ PHASE 29� LIMITS Open Space MULTI -USE OS -7 TRAIL 0.04 ac. PUD \ \ \ \ CENTURY LINK ALL AMERICAN BLVD ORLANDO, ORLNID0, FL 32610 INDr WORFE,PE 40725499N ORANGE COUlITY UTILITIES 915000RR FORDROAO p 11\ S )1 ORLANDO. FL 32625 NOTE SECTION C-B(C)(3) OF THE LAND DEVELOPMENT CODE, IF �i i \ -P �y- PEDESTAL -MOUNTED SERVICE OR TERMINAL BOXES OR SIMILAR HARDWARE FOR ELECTRIC@ TELEPHONE AND TELEGRAPH, CABLE TELEVISION AND CAS SERVICE ARE INSTALLED ABOVEGROUND ON A RESIDENTIAL LOT WHICH IS LESS THAN SEVENTY (70) FEET IN WDTH WHERE THE LOT ABUTS THE STREET RIGHT-OF-WAY UNE (WHETHER PUBLIC OR PRIVATE), THEN IN SUCH EVENT THE AFOREMEN71ONED UTI�OUND HARDWARE ROFATTILITYEASEMENT AND FORWARD OF LOCATED WITHIN BURDNG SETBACK NE A DISTANCE OF NO MORE THAN FIVE (5) FEET. I � \ \ PUD-PU'� y � `�\\ THIS PROJECT WILL BE DEVELOPED W TYO rZ) P WISES TO BE OEOGITDAS ROW WITH FIAT, TO BE OWNEDAND NANTNNED BY OII'OF STORMWATERTRACTS 1Q Q] PRIVATE LOTSIZE PHASE 2A PHASE 213 TOTAL l Q 4S 70 W 139 2 TO BE OWNED BY TRACOIDT OWNER WITH EASEMENT DEOCATED 70 CITY OF 55 67 69 136 \ 85 13 15 28 21 TOTAL ISO 153 303 —�\ MATY EASEMENTS \ ®I I® a llay 6, 2016 COUNTY UT ITES AND OILY OF OCOEE FOR MAWERANCE ml I© Ilei TO BE OW NEDAND LONNTANED BY ORANGE OOIMTY FRONT IerL 2a Mn RECIAMED�WA/TE�R� PHASE 29� LIMITS Open Space MULTI -USE OS -7 TRAIL 0.04 ac. PUD \ \ \ \ CENTURY LINK ALL AMERICAN BLVD ORLANDO, ORLNID0, FL 32610 INDr WORFE,PE 40725499N ORANGE COUlITY UTILITIES 915000RR FORDROAO p 11\ S )1 ORLANDO. FL 32625 NOTE SECTION C-B(C)(3) OF THE LAND DEVELOPMENT CODE, IF �i i \ -P �y- PEDESTAL -MOUNTED SERVICE OR TERMINAL BOXES OR SIMILAR HARDWARE FOR ELECTRIC@ TELEPHONE AND TELEGRAPH, CABLE TELEVISION AND CAS SERVICE ARE INSTALLED ABOVEGROUND ON A RESIDENTIAL LOT WHICH IS LESS THAN SEVENTY (70) FEET IN WDTH WHERE THE LOT ABUTS THE STREET RIGHT-OF-WAY UNE (WHETHER PUBLIC OR PRIVATE), THEN IN SUCH EVENT THE AFOREMEN71ONED UTI�OUND HARDWARE ROFATTILITYEASEMENT AND FORWARD OF LOCATED WITHIN BURDNG SETBACK NE A DISTANCE OF NO MORE THAN FIVE (5) FEET. I � \ \ PUD-PU'� y � `�\\ THIS PROJECT WILL BE DEVELOPED W TYO rZ) P WISES TO BE OEOGITDAS ROW WITH FIAT, TO BE OWNEDAND NANTNNED BY OII'OF STORMWATERTRACTS 1Q Q] PRIVATE LOTSIZE PHASE 2A PHASE 213 TOTAL l Q 4S 70 W 139 2 TO BE OWNED BY TRACOIDT OWNER WITH EASEMENT DEOCATED 70 CITY OF 55 67 69 136 \ 85 13 15 28 21 TOTAL ISO 153 303 —�\ MATY EASEMENTS \ QNOTE: ACCESS d UTILITY EASEMENTS SHALL BE GRANTED TO OCU AND THE CITY Q OF OCOEE OVER ALL PRIVATE RIGHTS-OF-WAY. _L a llay 6, 2016 COUNTY UT ITES AND OILY OF OCOEE FOR MAWERANCE l_ SE7RACKS: RF5DD4TIAL TO BE OW NEDAND LONNTANED BY ORANGE OOIMTY FRONT IerL 2a Mn RECIAMED�WA/TE�R� 5 wL 6 3 AQESSOHY STA 20r Mn. v— 6W. 3 SOEIp0OL1 3M11 ASSOQATMi 5 Mn. 00.U.EY PLANATE fD1eEH I510E5T. WIMUL ��—e`-:. OWLEWA18 R3bJ6DE LOTIHE SM0 ,&'F RONT PORCH SETBACKSHALL BE 15 FOR PORTIONS OF LOTS RAYING A 15 11 / FRONTUTILITY EASEMENT. AFFECTED LOTS INCLUDE 209,214.215, AND 21&224. 6 BALK ADJACENI'MPRIVATEROW iii�ri�i■ 70SEOWNEDANDRWNONNEDBYHOLIEOWIERSASSOOAMOH AOl4CEHTTDPUBUGROW PUBLIC TOSEOWIEDANDMNNTNNEDBYOIYOFOCOEE iiiil�il�iA► PRIVATE TDBEOWIEDATDMANTNNEDBYLOTOWNER PHASE 29� LIMITS Open Space MULTI -USE OS -7 TRAIL 0.04 ac. PUD \ \ \ \ CENTURY LINK ALL AMERICAN BLVD ORLANDO, ORLNID0, FL 32610 INDr WORFE,PE 40725499N ORANGE COUlITY UTILITIES 915000RR FORDROAO p 11\ S )1 ORLANDO. FL 32625 NOTE SECTION C-B(C)(3) OF THE LAND DEVELOPMENT CODE, IF �i i \ -P �y- PEDESTAL -MOUNTED SERVICE OR TERMINAL BOXES OR SIMILAR HARDWARE FOR ELECTRIC@ TELEPHONE AND TELEGRAPH, CABLE TELEVISION AND CAS SERVICE ARE INSTALLED ABOVEGROUND ON A RESIDENTIAL LOT WHICH IS LESS THAN SEVENTY (70) FEET IN WDTH WHERE THE LOT ABUTS THE STREET RIGHT-OF-WAY UNE (WHETHER PUBLIC OR PRIVATE), THEN IN SUCH EVENT THE AFOREMEN71ONED UTI�OUND HARDWARE ROFATTILITYEASEMENT AND FORWARD OF LOCATED WITHIN BURDNG SETBACK NE A DISTANCE OF NO MORE THAN FIVE (5) FEET. I � \ \ PUD-PU'� y � `�\\ THIS PROJECT WILL BE DEVELOPED W TYO rZ) P WISES TO '4T POOL 5 v BUS DEPOT/ TOWNHONIES A-2 7� PHASING: ROADWAYS-OCPP THIS PROJECT WILL BE DEVELOPED W TYO rZ) P WISES TO BE OEOGITDAS ROW WITH FIAT, TO BE OWNEDAND NANTNNED BY OII'OF STORMWATERTRACTS 1Q Q] PRIVATE LOTSIZE PHASE 2A PHASE 213 TOTAL l Q 4S 70 W 139 2 TO BE OWNED BY TRACOIDT OWNER WITH EASEMENT DEOCATED 70 CITY OF 55 67 69 136 \ 85 13 15 28 21 TOTAL ISO 153 303 —�\ MATY EASEMENTS \ QNOTE: ACCESS d UTILITY EASEMENTS SHALL BE GRANTED TO OCU AND THE CITY Q OF OCOEE OVER ALL PRIVATE RIGHTS-OF-WAY. _L a llay 6, 2016 COUNTY UT ITES AND OILY OF OCOEE FOR MAWERANCE l_ SE7RACKS: RF5DD4TIAL TO BE OW NEDAND LONNTANED BY ORANGE OOIMTY FRONT IerL 2a Mn RECIAMED�WA/TE�R� 5 wL 6 3 AQESSOHY STA 20r Mn. v— 6W. 3 SOEIp0OL1 3M11 ASSOQATMi 5 Mn. 00.U.EY PLANATE fD1eEH I510E5T. WIMUL ��—e`-:. OWLEWA18 R3bJ6DE LOTIHE SM0 ,&'F RONT PORCH SETBACKSHALL BE 15 FOR PORTIONS OF LOTS RAYING A 15 11 / FRONTUTILITY EASEMENT. AFFECTED LOTS INCLUDE 209,214.215, AND 21&224. TO '4T POOL 5 v BUS DEPOT/ TOWNHONIES A-2 7� & MEONNERS ASSOCIATION. ROADWAYS-OCPP RI TO BE OEOGITDAS ROW WITH FIAT, TO BE OWNEDAND NANTNNED BY OII'OF STORMWATERTRACTS 1Q Q] PRIVATE TO BE OWNED AND LtAINTNNED BY HOMEOWNERS ASSOCIATION DRARIAGEEASEMENTS PUSUG TO BE OWNED BY TRACOIDT OWNER WITH EASEMENT DEOCATED 70 CITY OF MULTI -USE TRAIL PUD OCOFEANDORANGE COMM PUBLIC SCHOOLS. UNDERGROUNDPIPESTOBE 21 1 5ulmut to Gryalrhnee&ON OWNEOANDMNNTAINEDBr HOMEOWNERSASSOOATION MATY EASEMENTS PUBUQ TO BE OWNED BY TRACOLOT OWNER WITH EASEMENT DECICATEDTO ORANGE Construction Approval Vertical Datum NAVD88 a llay 6, 2016 COUNTY UT ITES AND OILY OF OCOEE FOR MAWERANCE QSANTARRY SEWER PUBLIC TO BE OW NEDAND LONNTANED BY ORANGE OOIMTY 2 8 POTABLE WATER SYSTEM UTIUTES. RECIAMED�WA/TE�R� PUBLIC P ND TO BE OWIEDAMNNTNNED BY QTY OF OCOEE PARKTRACP.J - B PRIVATE TO BE OVYDAND MNNRNNED BY HOMEOWE E �� , ASSOQATMi PLANATE TO BE ONNED AND MNWAINED BY HOMEOWNERS MMk p ASSOCIATION 6 BALK ADJACENI'MPRIVATEROW PRIVATE- 70SEOWNEDANDRWNONNEDBYHOLIEOWIERSASSOOAMOH AOl4CEHTTDPUBUGROW PUBLIC TOSEOWIEDANDMNNTNNEDBYOIYOFOCOEE ENVIRONMENTAL SWALE PRIVATE TDBEOWIEDATDMANTNNEDBYLOTOWNER EASEMENTSfdn—sy) WITH MNNTHWKE RIGHTS TO HOMEOWNERS ASSOCIATION. WASCAPEWALLTRACTS PRIVATE TO BE OWNED A/D MNNTNNED BY RDM EOWNER'S ASSOCIATION MIATI.USETRAL SUVATC TOeEOWtFD AtOMNNTAUFD 8Y Hd1EOvrtFAS ASSOCMiIdI POO.g S' M Typical 45' Single -Family Lot (Front Load) Typical 55' Single -Family Lot (Front Load) NTS HTS. tao' IMRM IDT UFS V ILK F— I I o� I e3Lpwa I FOOIPKKT� I I I 5 1RL POLL WMACK _ F— I I I I I Fwrl I \ I I -L ---- ---- Typical 65' Single -Family Lot (Front Load) Nis E 0 u 0 % 0 `- ;W vhb 225 E. Robinson Street Suite 300 Orlando, FL 32801 407.839.4006 Certificate of Authorization Number FL #3932 Legend _--- PROJECT BOUNDARY 001 ® 13 IN 5= PHASE BOUNDARY PRESERVED WETLAND UPLAND BUFFER/ CONSERVATION EASEMENT 3 Wvi3ed per Gry 804 mmment MULTI -USE TRAIL PUD ADJACENT ZONING 0 100 200 400 Feet Ocoee Crown Point PUD Phase 2B Ocoee, Florida P..ibn AF & 3 Wvi3ed per Gry 804 mmment 03/03/2017 2 Revved perGry BCounry comment O7AT12Olfi 21 1 5ulmut to Gryalrhnee&ON OWMM16 t>�dlY JRH �� LRH Construction Approval Vertical Datum NAVD88 a llay 6, 2016 amn,9 TAe Master Site Plan C1.04 James Hoffman, P.E. P.E. # 75623 Fryxa DATE Mar. 03, 2017 61975.00 61 97500 -PH 2.B -M SP.OWG \\vhb\Proj\Odando\61975.00 ocaee crown point\cad\Id\Plan..t\Ph... 2B\6197500-Ph2B-XS.dwg KEY MAP A - Typical Road Section (100' ROW) N.T.S. KEY MAP C - Typical Crown Point Parkway Section (80' ROW) N.T.S. KEY MAP Typical Multi -Use Trail Section N.T.S. 1/2- EXPANSION JOINT 24- EDGE OF PAVEMENT I Rx+AI aouE �—�p�• 0 0 O O O wmuNKAM 6• 111- DOME (TYP.) O O O O 1.. NkPEM 1 x I 30PE Al nd—k cert ramp, ,hall have delectable .,m;.g wdace- Uwt ..tend the full eidth of M. ramp and M U. d'e. iki al Uay.l 24 inch.. (610 mm) min. from 1.5- REFER TO FOOT INDEX #0304 PUBLIC SIDEWALK CURB RAMPS 4- CONC. S/W (3000 P.S.I. OURB FLOW LINE CONCRETE) NOTE A MINIMUM OF 0.50% AND A MAXIMUM OF MODIFIED MIAMI CURB TO BE 1.50% OUTIER SLOPE SHALL BE MAINTAINED AROUND FORMED IN PLACE BY CONTRACTOR THE BASE OF THE CURB RAMP. AT ALL HANDICAP CURB ACCESS LOCATIONS Section A TYPE 'F' CURB CURB FLOW MODIFIED MIAMI CURB UNE (TYP.) THRaUGH CROSS WALK. SEE SECTION A TYPE V CURB' HANDICAP RAMP PER 4' MIN. w CA PAVE (--) FOOT INDEX 304 �a ......... , ... w � DETECTABLE 4' MIN. 4- THICK CONIC WARNING SURFACE PER FOOT INDEX 304 PER _ SIDEWALK a 2. SOLD WHITE 6' 26 R. RNI STRIPE PER FOOT (TYP.) UNE TYPE 'F' INDEX 17346 HANDICAP ACCESS W/ 20(H):I(V) 25' R. CURB' (TRP.) MAXIMUMSLOPE AND DETECTABLE (TYP-) WARNING SURFACE COMPLYINGWTH FAC 4.29.2 TO BE BUILT W/ 30- HIGH INTENSITY STOP INFRASTRUCTURE (TYP.) SIGN. CONIC. S/W PER PLAN BY HOME BUILDER (WIDTH VARIES) EDGE OU I I PA NT VARIES L� WOTH VARIES 6' h 10' Sidewalk Intersection/Handicap Access Detail Crosswalk Detail N.T.S. N.T.S. B - Typical Road Section - Parking One Side (52' ROW) N.T.S. 4' CENTER TO CENTER MIH. (T W.) 8' CENTER TO CENTER MAX (TTP.) BARRIERS TO SL PLACED 5' PAVEMENT AS OFTHE F PAVEMENT OR h5 SHa/N ON PLANS CASE 1 RFD REATECTORS PER FD.O.T. INDEX NO. 17349 Street Termination Barrier Detail N.T.S. PICTORIAL VIEW PA7 91AL1 BE w -UNE D CRON OF TIu b b I (San ED DEng) OOYE (SET: 0 I Rx+AI aouE �—�p�• 0 0 O O O wmuNKAM TRUNCATED DOME DOME (TYP.) O O O O PLAN VIEW Al nd—k cert ramp, ,hall have delectable .,m;.g wdace- Uwt ..tend the full eidth of M. ramp and M U. d'e. iki al Uay.l 24 inch.. (610 mm) min. from the back of curb. REFER TO FOOT INDEX #0304 PUBLIC SIDEWALK CURB RAMPS E 0 u a s 1 i' 0 hb 225 E. Robinson Street Suite 300 Orlando, FL 32801 407.839.4006 Certificate of Authorization Number FL #3932 LEGEND• 0 z O 1.5- (IN.) SP -9.5 ASPHALT (COMPACTED TO 98% OF LABORATORY MAX. DENSITY) O2 8- (IN.) CRUSHED CONCRETE (COMPACTED TO 100% OF MOODIED PROCTOR MAX. DRY DENSITY AND MIN. LBR OF 100 PER FOOT ROAD AND BRIDGE CONSTRUCTION SPECIFICATIONS SUPPLEMENTAL SECTION 204-2.2) O 12- (IN.) COMPACTED SUBGRADE (COMPACTED TO 98% OF MODIFIED PROCTOR MAX. DRY DENSITY PER ASTM D-1557). UPPER 6- STABILIZED TO MIN. FBV OF 50 PSI O 6- (IN.) STABILIZED SUBGRADE IN CURB AREA TO EXTEND 12- (IN.) EACH SIDE TO 50 FBV O5 TYPE v CONCRETE CURB O TYPE T' CONCRETE CURB-MOOIFIED (SPILL -OUT) Q 2' RIBBON CONCRETE CURB O 2' MIAMI CONCRETE CURB OSI 4- (IN.) CONCRETE SIDEWALK (3000 P.s.o r FOR DETAILS ON PAVEMENT SECTIONS, SEE REPORT BY UNIVERSAL ENGINEERING SCIENCES, DATED OCTOBER 27, 2015 Ocoee Crown Point PUD Phase 213 Ocoee, Florida 3 Rerked perGry 80N oamment OL03/MOl2 2 Revved perGry &Coun7 aanvnent 0?/DI/M016 1 Submit to Gry al Ottte&OCU 05N6/i016 —9 H menetq JRH JRH Construction Approval May 6, 2016 Vertical Datum NAVD88 Typical Road Sections & Details C1.05 Curb Ramp Detectable Warning Surface N.T.S. James Hoffman. P.E. P.E. N 75623 DATE: Mar. 03, 2017 61975.00 6197500-PH28-XS.DWG \\vhb\proj\OrIando\6I975.G0 ocoee crown point\c.dNjd\pl.ns.t\Ph.sa2B\6197500-PhI E OT 0 NUMBER U S DESIGNED FINISHED FLOOR ELEVATION. CONTRACTOR TO SET FINISHED DIRT > hp6 _T�' - NOTES ROP. . ELEV. I I I I I j__ --,o -_ Z� il=.. " — �V� PnNFL 1. ELEVATION SHOWN WITHIN EACH HOUSE PAD REPRESENT THE MINIMUM MADE W BELOW 7W FINISHED FLOOR ELEVATION AND COMPACTED TO 959 OF LOT GRADE TYPE MODIFIED PROCTOR AASHTO T-180. 0 2. CONTRACTOR TO GRADE LOTS IN STRIP FASHION. THE FINISHEED DIRT MADE 00 ELEVATION IS TO BE CONSISTENT OVER THE ENTIRE AREA OF HOUSE PAD 00 SHOWN. BUtMG ALL SIDE YARD SWALES To BE CONSTRUCTED DURING FINAL HOME LAYOUT AND CONSTRUCTION. Legend a C' I/ .1 DOSTING TOPOGRAPHY SHO WN ON THIS PLAN HAS BEEN FIELD VERIFIED. CONTRA IS TO NOTIFY THE OYMER IN MING OF ANY DISCREPANCIES PID BOUNDARY / 170 COMMENCING WOM BEFORECTOR 169 4. INDIVIDU HOMES ARE TO BE CONSTRUCTED WITHIN THE HOUSE PAD SHOWN TOAL PROJECT BOUNDARY 8/81 M 93.7�. ---T- AND THE DESIGN FINISHED FLOOR ELEVATION. IF THE BUILDER DESIRES TO -- BUND THE HOUSE IN AN ALTERNATE LOCATION OR LO A HOUSE LARGER b __A THE ENVELOPE PROVIDED; THE PROPOSED CHANGES MUST BE PRESERVED WETLAND 225 E. Robinson Street R DUAL �h MOU) 167 HO PAD lr HEOSMEAMBLNLMDEFtSMPORROAPNOGSEN(G)OBUUNLIDYINEGNSGIINNECOONMSGSTFECNRT APTPHROWHAELBUNLD"I hb ULD LOCATIONS AND FINISHED FLOOR ELEVATIONS SHOWN WILL BE RESPONSIBLE UPLAND BUFFER/ 954 'a 11 Suite 300 FOR PROVIDING FINAL LOT GRADING THAT PROVIDES POSITIVE DRAINAGE AWAY171 CONSERVATION EASEMENT Orlando, FL 32801 FROM THE HOUSE AND DOES NOT HAVE ADVERSE IMPACTS ON ADJACENT LOTS WITH THE BUILDING PAD LOCATIONS AND FINISHED FLOOR ELEVATIONS •4, 5' SW BY SITE CONTRACTOR 5. EACH FIN FLOOR ELEVATION SHALL BE A MINIMUM OF 1' ABOVE THE IGO 407.839AO06 W -k% 24 HOUR STORM ELEVATION FOR ITS RESPECTIVE Op SW/FRRL PER 91 'A -MOD' Certificate of Authorization �64 6. THE PROPOSED LOT GRADING PLAN PROVIDES THAT A M1DRN`UMM`YEAR9DASSNDPE LANDSCAPE/HARDSCAPE J A/A!;OD. Number FL #3932 OF IX IS MAINTAINED UNLESS OTHERWISE NOTED. 7. SIDE YARD WA)3UUM SLOPE IS 3:1. PROPOSED STORM DRAIN, "g— CURB INL --4 I ,;� iI I ' ;i i i i J 11I7 3 i i i i I 1i/ I %r rl 1 i// / /i ' B. CONTRACTOR SIAM. STAKE EACH LOT CORNER AND THE CENTER OF THE PAD. I DOSTING STORM DRAIN, -7 --------- 0 -,- - - -- 15 CURB INLET, MANHOLE 'A/A' MOD' e1=0 PROPOSED GRADE UTILITY EASEMENTS SHOWN ADJACENT TO ROW TO BE 10' GENERAL NOTE: 41.5 r E)GSTING GRADE P�_ U . 10ao 'A' NUESS OTHERWISE NOTED. FLOW DIRECTION 157 -k i161 1 979 1 10 "A-MODY 2 PHA -Ir 28 IJM751 Key N ATLS „\VV/P 163 lap 156 A -MO. 164 T11 I ; I 1 .0 94.3 155 'A/A-MOD',f 1 193 1175 i 11 1 91.5 42.2 1�' / °?' '\ �`\\ \��r` � ! // �/'/' /y //��// //-/ 1' /y /_ '''�. /L / /// —'',`� �/, /`�'/�//�',`'',�''`r,, it 11, / i/I \ / 1,11' \,\ , '1 B. 'A/,A-MO)',1 4X A-V 15 05. /A -M z 90.9-T- \j9`Oo i 1 �1 r l i l i'}I / / r r 1�,` ,/�'l'% ' // t P I rk /117-7 2,5,' 178 �Ij 9A /171 /92.7 1 /933 0 30 60 120 Feet 1BI/ \-V 94 1Ocoee Crown Point PUDA'\ No Phase 2B 6 ----------------- J85 Ocoee, Florida .own104 VA\ 1821 K7LANO: A i i� I 'A' ; I i ' 1861 93-6, le A - - - - - - -A-MOD' '- - - ----- --------- 3 ------------------- 2 ----- 0 -- -- ---------- ------------------- --------------------- ori Ia7 Fay? j 91.01 -------- JRH LRH ------------- 5-- ------ - - Construction Approval May 6,2016 -------- Vertical Datum NAVD88 5 L LIM ITT Lot Grading Plan 41.5 196 1 VIP -------------------- ,I-- I,- \207 ----------- OD, 94.2 ---------- ---- Ir 00 Igas A4.6 i 211 ____________212 — — — — — — — — — — — 212 - - - D-V "940 91' A A -MOP,' 9 X 53 lop /A -M 213 ununy 0 7, 199, 198-- 91e 41 -62.7 02.00 9'ZO 94.4 -MOD' A %To 4 Z "93.5 W-14 20 24 F" ,/�9 PA 96.5 T G� I — 1 I I 215 9289 4., M 'A,I James Hoffman. P.E. — _j L # 75623 .J.— CONTINUATION LINE - SEE SHEET C2.01 DATE Mar.03,2017 61975.00 6197500-PH28-GD.DWG \\vhb\proj\Orlando\61975.00 Ocoee crown point\cadVd\Planael\Phase28\6197500—Ph28—GD.dwq CONTINUATION LINE - SEE SHEET C2.00 IT 4e T� 21 J. -REFER TO SHEET CLOS FOR PAVEMENT SECTION SPECIFICATIONS A, L - Typical Parking Section N.T.S. Source: VHB 0GENERAL NOTE: UTIUTY EASEMENTS SHOWN ADJACENT TO ROW TO BE 10' UNLESS OTHERWISE NOTED. Legend �/ ^ JV YAV[NtH l JV YAYI'lAtrJ l PROJECT BOUNDARY C.� PRESERVED WETLAND TYPE 'D' CURB UPLAND BUFFER/ May 6, 2016 CONCRETE CONCRETE 5' SW BY SITE CONTRACTOR WHEEL STOP a WHEEL STOP a v^r n rvioo 4e T� 21 J. -REFER TO SHEET CLOS FOR PAVEMENT SECTION SPECIFICATIONS A, L - Typical Parking Section N.T.S. Source: VHB 0GENERAL NOTE: UTIUTY EASEMENTS SHOWN ADJACENT TO ROW TO BE 10' UNLESS OTHERWISE NOTED. Legend ---- PD BOUNDARY r� trrr� PROJECT BOUNDARY C.� PRESERVED WETLAND o,ra� M JRH UPLAND BUFFER/ May 6, 2016 CONSERVATION EASEMENT 5' SW BY SITE CONTRACTOR PER DSW/TRAIL LANDSCAPE/HARDSCAPE PROPOSED STORM DRAIN, CURB INLET, MANHOLE EXISTING STORM DRAIN, CURB INLET, MANHOLE e tosD PROPOSED GRADE . rdt.o EXISTING GRADE FLOW DIRECTION 10-11 6% 0 L D 10 (nP.) 1 17 YIN. 5' 12' YIN. Notes: 1. BLUE PAVEMENT MARKINGS SHALL BE TINTED TO MATCH SHADE 15180 OF FEDERAL STANDARDS 5950. 2. THE FTP -22—D6 PANEL SHALL BE MOUNTED BELOW THE FTP -21-06 SIGN. 3. SYMBOLS & PARIONG STALLS SHALL CONFORM TO THE REOUIREMENTS OF THE AMERICANS WITH DISABILITIES ACT. 4. ALL SLOPES THROUGHOUT THE ACCESSIBLE PARKING AND AISLE MEAS SHALL NOT EXCEED 21L Pavement Markings - Stall Layout N.T.S. Sources VI1B SEE DETAIL THIS SHEET FOR RESERVED PARKING SIGNAGE REQUIREMENTS HANDICAP SPACE DETAM 03/03/2017 12" 0?N3/2036 BDA 'C' DWDWD16 0d9^m q JRH o,ra� M JRH I. ALL LETTERS ARE 1' SERIES PER MUTCD. 2. TOP PORTION OF SIGN SHALL HAVE A May 6, 2016 REFLECTORIZED (ENGINEERING IiHME) BLUE BACKGROUND WITH WHITE REFLECTORIZED LEGEND AND BORDER. 3. BOTTOM PORTION OF SIGN SHALL HAVE A jg- REFLECTORIZED (ENGINEERING GRADE) WHITE VAN ACC®I9M BACKGROUND WITH BLACK OPAQUE LEGEND AND PARKM Err I BORDER. DISABLE 4. FINE NOTIFICATION SIGN SHALL HAVE A P6YT REFLECTORIZED (ENGINEERING GIME) WHITEY 1 BACKGROUND WITH BLACK OPAQUE LEGEND & BORDER. 5. ONE(1) SIGN REQUIRED FOR EACH PARKING SPACE f250 FINE 6. INSTALLATION HEIGHT OF SIGN SHALL BE IN F.S. 316.14 6 ACCORDANCE WITH SECTION 24-23 OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEWCES r (MUTCD). T F1N� HANDICAP PAPE NG SIGN 225 E. Robinson Street Suite 300 Orlando, FL 32801 407.839.4006 Certificate of Authorization Number FL #3932 N TS. == 0 30 60 120 Feet Ocoee Crown Point PUD Phase 213 Ocoee, Florida 3 Rcrsed perGry &VQl mmment 03/03/2017 2 Rer per Gly &Co ty mment 0?N3/2036 1 Submit to Gry 'roe'&ON DWDWD16 0d9^m q JRH o,ra� M JRH m.n Construction Approval Vertical Datum NAVD88 May 6, 2016 Lot Grading Plan C2.01 D Accessible Parking Space Detail N.T.S. Sauna: VHS James Hoffman, P.E. P.E. # 75623 p„feO M,r� DATE: Mar. 03, 2017 61975.00 6197500—PH28—OD.DWG \\vhb\proJ\OHandc\61975.00 acose crown polnt\cad\Id\Plonsel\Phase2B\6197500-Ph2B-OT-GO.dwg 05/042016 _ _—_______ VARIES SILT FENCE MULTI -USE ELEMENTARY SCHOOL TRACT JRH LOT LINE PROPERTY LINE 7(SDNC GRADE LAND Ix) � ELEMENTARY SCHDOL TRACT"— FLAR 2zMJI GGNRAADCEE TEYPORARY GRADING k DRAINAGE L't(M) 17!!G SOR FLATTER - VARIESArrER LIMITS OF SOD I�r LL1l MUTRjIE HOUSE O PAD VARIES EASEMENT - VARITEMPORARY (UNITS OF SOD) SOD) PROPOSED W SIDEWALK JL TPOND CARDING k DRAINAGE xhN) D - Typical Grading Section MATCH E10SIWG GLADE MATCH E - Typical Grading Section F - Typical Grading Section N.T.S. N.T.S. N.T.S. EASEUEM - VARIES (LIMITS OF SOD) 2' 8' 7 T3' VARIES HOUSE _ _ VARIES 2' (MIN. NOTE 3, POND TOB MUTRSE Iz (Yx) PAD MATCH EXISRNG VMES 2' (MIN.) b PVC FENCE PER PSP JI GRADE m (BY OTHERS) IMC uAz GN EASTING GRADE MATCH E705nNO GRADE 3 DUSTING GRADE VARIES — SE HWAD DRY POND ow ILS �I NOTE: BOTTOM OF DRY POND SHALL BE SEED AND MULCH A - Typical Grading Section B - Typical Grading Section C - Typical Grading Section N.T.S. N.T.S. N.T.S. OPEN SPACE TRACT - 30' (UNITS OF SOD) 10' UTL EsuT. r5 15' 15' WARN ExISTING GRADE EOST:G CRAPE LINE OPEN SPACE TRACT - A(T (LIMITS OF (LSOD) RIES 2' 8' T. VARIES MATCH DOSRNG 05/042016 _ _—_______ VARIES SILT FENCE MULTI -USE GRADE z JRH LOT ME TRAIL HOUSE 7(SDNC GRADE LAND Ix) � MATCH STNG PAD FLAR 2zMJI GGNRAADCEE xT(FEN6 md GCCZE CROWN PC.NT PKWY L't(M) 17!!G SOR FLATTER - VARIESArrER OR FLATTER- I�r LL1l MUTRjIE HOUSE O PAD VARIES __ _____ PROPOSED W SIDEWALK JL TPOND SILT FENCE IUTOi EXISIINC V 6 2' rnADE MULTI xhN) D - Typical Grading Section MATCH E10SIWG GLADE MATCH E - Typical Grading Section F - Typical Grading Section N.T.S. N.T.S. N.T.S. DRY POND 80T10M DRY eG G - Typical Grading Section H - Typical Grading Section I - Typical Grading Section N.T.S. N.T.S. N.T.S. NULII-USE TRAIL 5' u uAx 5' POND TOB MAINTENANCE MAINTENANCE POND TOB BERM BERM 1315 J7 M MAX 131 DRY POND lO IU DRY POND BOTTOM BOTTOM NOTE: BOTTOM OF DRY POND SHALL BE SEED AND MULCH J - Typical Grading Section N.T.S. E O v .G L 225 E. Robinson Street Suite 300 Orlando, FL 32801 407.839.4006 Certificate of Authorization Number FL #3932 Ocoee Crown Point PUD Phase 2B Ocoee, Florida Reeved per Gry 8000 o.mmenl 031032017 T Rrr'sed perGry 6Caenrymmmene 09/012016 1 Submitro Gryolctvee&OLU 05/042016 oeeg� ey awar a PROPERTY LINE JRH LOT ME ow May 6, 2016 Vertical Datum NAVD88 3 OPEN SPACE VARIES LINTS 6 S00 2 (LIMITS OF SOD) E 3i5 a' 2' VARIES I�r LL1l MUTRjIE 12 VARIES JL TPOND SILT FENCE IUTOi EXISIINC V 6 2' rnADE MULTI xhN) HOUSE PAD MATCH E10SIWG GLADE MATCH SILT FENCE 251 TOB Y -USE EOSENG GR:.DE TRAIL EMENG C11ADE I 2x YAX OR FLA7TFA _ _ NOTE BOTTOM OF DRY POND SHALL BE SEED AND MULCH DRY POND 80T10M DRY eG G - Typical Grading Section H - Typical Grading Section I - Typical Grading Section N.T.S. N.T.S. N.T.S. NULII-USE TRAIL 5' u uAx 5' POND TOB MAINTENANCE MAINTENANCE POND TOB BERM BERM 1315 J7 M MAX 131 DRY POND lO IU DRY POND BOTTOM BOTTOM NOTE: BOTTOM OF DRY POND SHALL BE SEED AND MULCH J - Typical Grading Section N.T.S. E O v .G L 225 E. Robinson Street Suite 300 Orlando, FL 32801 407.839.4006 Certificate of Authorization Number FL #3932 Ocoee Crown Point PUD Phase 2B Ocoee, Florida Reeved per Gry 8000 o.mmenl 031032017 T Rrr'sed perGry 6Caenrymmmene 09/012016 1 Submitro Gryolctvee&OLU 05/042016 oeeg� ey awar a MRH JRH ewa wx Construction Approval ow May 6, 2016 Vertical Datum NAVD88 Grading Details we,;,ae ser C2.04 veee a James Hoffman, P.E. P.E. N 75623 erqea DATE: Mar. 03, 2017 61975.00 6197500-PH28-DT-GD.DWG \\vhb\proAOr1ando\61975.00 acnes crown point\cad\Id\Planeel\Phaee2B\6197500—Ph2B—GO.dwg U W --- W _W 20+0( U) -I -- W W U) Z J II 266 Z 95.7' O A-M00A Q Z) Z H Z O 1.1 U I 283 96.6 CONTINUATION LINE - SEE SHEET C2.00 -------- Legend ---- PO BOUNDARY ovaN 6y PROJECT BOUNDARY JRH PRESERVED WETLAND om May 6, 2016 UPLAND BUFFER/ CONSERVATION EASEMENT TYPE SW LOT GRADING xu 5' SW BY SITE CONTRACTOR s, �� \ yr SWMAIL PER D LANDSCA ANDSCA PE/HARDSCAPE PROPOSED STORM DRAIN, CURB INLET, MANHOLE FHA TYPE'A'LOT GRADING xTS EXISTING STORM DRAIN, li .'f� FRA TYPE'D-MOD' LOT GRADING CURB INLET, MANHOLE 0105.0 PROPOSED GRADE .105.0 EXISTING GRADE — . FLOW DIRECTION QGENERAL NOTE 2 UTIUTY EASEMENTS SHOWN ADJACENT TO ROW TO BE 10' UNLESS OTHERMSE NOTED. NOTES: 1. LOT GRADING TYPES ARE CONCEPTUAL FINAL LOT GRADING TO BE DETERMINED WITH FINAL ENGINEERING CONSTRUCTION PLANS. 2. FINISH GRADES FOR PROPOSED IMPROVEMENTS SHALL BE DETERMINED WITH FINAL ENGINEERING CONSTRUCTION PLANS. FINISHED GRADES MAY VARY FROM EXISTING CONDITIONS BY MORE THAN. 1'. 3. PROPOSED GRADES TO TIE INTO EXISTING GRADES AT ALL BOUNDARY CONDITIONS. 4. AN ENVIRONMENTAL SWALE IS REQUIRED AT THE REAR OF ALL LOTS ADJACENT TO THE WETLAND. G O V .0 t X00, , m hb wav 225 E. Robinson Street Suite 300 Orlando, FL 32801 407.839.4006 Certificate of Authorization Number FL #3932 ,..7 -r N.TS. 0 30 60 120 Feet Ocoee Crown Point PUD Phase 213 Ocoee, Florida AY Appy 3 Revhed 'aly80Nmmment 03N37N17 2 Rereed perGry BCwnry oamment MIDIM16 I 5.c It.agatomeee00) OS/M/1016 wv ovaN 6y FHA TYPE WE' LOT GRADING xu JRH Iu..a rrr Construction Approval om May 6, 2016 Vertical Datum NAVD88 TYPE SW LOT GRADING xu TYPE'B7 LOT GRADING xu s, �� \ yr P o i /� \ •r TYPE WBI' LOT GRADING d TYPE'AM LOT GRADING xu FHA TYPE'A'LOT GRADING xTS FHA TYPE'B' LOT GRADING li .'f� FRA TYPE'D-MOD' LOT GRADING IIv TYPE'BI(B7 LOT GRADING xu NOTES: 1. LOT GRADING TYPES ARE CONCEPTUAL FINAL LOT GRADING TO BE DETERMINED WITH FINAL ENGINEERING CONSTRUCTION PLANS. 2. FINISH GRADES FOR PROPOSED IMPROVEMENTS SHALL BE DETERMINED WITH FINAL ENGINEERING CONSTRUCTION PLANS. FINISHED GRADES MAY VARY FROM EXISTING CONDITIONS BY MORE THAN. 1'. 3. PROPOSED GRADES TO TIE INTO EXISTING GRADES AT ALL BOUNDARY CONDITIONS. 4. AN ENVIRONMENTAL SWALE IS REQUIRED AT THE REAR OF ALL LOTS ADJACENT TO THE WETLAND. G O V .0 t X00, , m hb wav 225 E. Robinson Street Suite 300 Orlando, FL 32801 407.839.4006 Certificate of Authorization Number FL #3932 ,..7 -r N.TS. 0 30 60 120 Feet Ocoee Crown Point PUD Phase 213 Ocoee, Florida AY Appy 3 Revhed 'aly80Nmmment 03N37N17 2 Rereed perGry BCwnry oamment MIDIM16 I 5.c It.agatomeee00) OS/M/1016 D." 61 ovaN 6y 1RH JRH Iu..a rrr Construction Approval om May 6, 2016 Vertical Datum NAVD88 Lot Grading Plan ore.:y x..sw C2.02 James Hoffman, P.E. P.E. 111 75623 DATE Mar. 03, 2017 61975.00 6197500—PH2B—GO.DWG \\5hb\proj\Odando\61975.00 acoee crown point\cad\Id\Planeet\Phaee28\6197500-Ph28-DT-POND.dwg rfd 25 50 100 Feet Ocoee Crown Point PUD Phase 213 Ocoee, Florida Rerebn AY Aped SITBB'R BAFFLE 3/16" RBERaASS SNFET 7Ao-6F QAHK 1 3 Reused perGryflON comment DWUMI7 2 Rer,sHTRrGry &Caunrymmment a9AT]/Mlfi 1 Sutmlitm GryalOmee 60CU OUOWMI6 DcgN Iy UOGetl W JRH JRH O,b Wndb Construction Approval May 6, 2016 65.OQ Pond Details I JAB\ 1 I \ I I Ili 11, I � I 1 I 1 i I I I 1 -29--BB CIENI-0UT NISO714B6 -91.60 E4747B9-19 �, '1, 202 iLF lir ( I 1 `` daJ 1 1 i 16'SOR-351 `SOUD,PIPE\ `�` \ - _ _______ I ,I I $=0.10t \ , \ SPR£ADIER SWALE / i- SEE OETA/C 7MS i \ \� `.Plan `� �` \` \ 11 '------ - wwr i \\ \ NIZr \ E47v�4sWBVIL�av9 �`�\ 1 / /NP r O17FALL S7fIUCNRF �r 1 11 ' I \ T9.7o•� \ \ SFE DETAIL SD-2e�se \ I 1�7HL5 371fET I ' SEE DAM 7NS � C' /273 LF I arm ;O Of O t ` 6 SDR -35 SOLID PIPE \�/] s=D.loz 64 PLF ENT ORA ........... _I_OEENNCDRAIN REAMD BUf $ OE -- __-] Ir --- `` -� I I - -9-29-5 E474909.bi I 1 sto'Rlratef P d 1-79.87 M-26-97 \ NERAND IJNIIS` �` ``, 1 ITrdct )C { I 1-79-97 8D-28-95 15.C71C. I I I �I 8 6 LF O' PERFORATED INTERCEPTOR DRAIN \\ \ 1 I I 1 IP -0.10% 2 I 1 I E 7473809 STORMWATER POND 1C DRAINAGE DETAIL STORMWATER STORMWATER TRACT HQXSL THE UPPER TWO (2) FEETOF 7SOILS �pfi) TWEE E THE POND BOTNY DE/ATIOANNpAND THE UNOEAOR/15N MSS7LEL MOULD CON$[ OF CLEAN ON-WIV SAM "T" LESS 5X IM AND MINIMUM PIERMEABILITY RATE OF IS Fr M ED ATE fW/J. TION NA TE E.FT1F7 1 1111 SHOULD RE POND �5m5 (i<PLA® W111 ClFAEENON-SITE S ND^aNCE ME0UE0FPgIN POND IS MECIES ro SIDID BE GIA ADNO TRE LENGTH OF ME RETFNIIO7 POND SEPARATED BY M YAIOAN REC081ENOFD SP OUTSIDE ROWS OF UNDDARAN PIPE SHOULD NOT E RACED MORE THAN 11 BE 9AMMUM SPAM FROM THE TW OF THE PDA EAL 11E�EC� NMS FOLLONNG WATER& NA COESMUCIION MMODS E E INSTALLATIONFOLLO ED DURNOINSTALLATION OF BE PDA GOT= 1) M UNDOWAINS SHOULD E CONSTRUCTED USING ED (6 -0MOI DAMEIEH RTn UTED UNOIARAN PIPE (ADS DRAREGUARD• DI pELWU�E�IVVAEFEMT) WUIPTPEED WITH FILTER pFEABRIC (IDIAn IBOH EOULVAIFN7} x) A1011C T,IESUNOTN A1I5 OF THE POND. DOTED URDDGRAN PWES N TRENDES AT LEAST 1e NDEs WIDL AND JB LADES DEP J) a; UNOERORAD��I g�PP�E ((NWRr SHOULD E M(CRFDAg1D0nA DEPTH [F J7 LADES BELON THE POND BOTTOM EIiVAT10N AND 41DAD E ENYELCPED 5 PFNCL]rI�IO PROIO�TE O�RAWAD: MA IDB ff ATAIIS �' o YIN OCIlECIOE DRAIN SHOULD E NSTNIID AT A SO E Cf BTS 4) DAOMLLL�RACED AROUND ME}yOAEAORAN PMG N THE T/M40ES SHOULD CONSIST O' OLEA N, ON-SITE/PTAENEENNT/�SUIDS (IL4 THAN 9�NFWDIFNTMTOU ' ALV i IIIA 9.7 r911O 1116E YSTWDEID NUTIE R F7�OR lA7S LR /5 RADOILL IWUSTO L 5) E EMB Em@OPOALOIUB DNRNUSAMNAND POA GRADING TO MINIMIZE SILTATION OF ME ACCORDANCE NTH THE 06RCT AND CITYYREOIMFISI LBOTTOM SHOULD E LIGHTLY SEEDED OR SIAB IZE D N 6) ME WADmRAN AIDPSQYRMEM SHOULD E MOM NTH Pf19DTE DISCHARGE NOT 9EBELT TO BACK-PIES9IRE OlAITD6 DEAN -On PCOproOnryQIIFA NTOET LOU PROyY1y0gET0F�NAIRER�O�R CMpINyS�T�DO7IESOp Moo AAEPER/60OCR6RALq Ty�EffpDBIEgMpy,�7NN CE PAIX,R 9��A7IyU�DO BE 1 71 LER6lEA�5ALEEH FOG}DDE18AISI SDENOs f.W9: OF WR FAIDIIH Yi Ml l li N siE CNM7IQN SON THM� s15R1M omOM. _ ME NE EST WALIFIED TO ADO✓E§ PRONEMS TUT WY ARff GULRIC M CON WETLAND BUFFER STORMWATER TRACT CONSERVATION AREA 00 NOT DISTURB UMIIS 15' MIN. BUFFER OR ORDINARY HIGH WATER UMITS SILT FENCE MATCH EGSTING JN ( I' n -- m -^^ 36' RCP m- Ek7STINC GRADE---- ` EL 79.50 J INV. EL 7850 P NO GRADING SHALL BE PERFORMED IN THE BUFFER OR WETLAND / Spreader Swale Grading Section - Pond 1C N.T.S. / / USENON-PERPOWED SNAPENDCAPRECESSED 6PIPE FOR INCONER PRD 18'•]8'Rfi' \ CL—LILFAHOUT FKIEMSIONS BACKOF NRII B THIERCONCRETE PAD \ 1 h +L MOTE: \ NOURTOBEPIACEDAT \ POINRAHU xmro \ ED 250—L.ERVALS \ .......... ........................................:k! 2, W 2' MAINT. BERM MULTI -USE EL 91.25 TRAIL 25. EL 91 TOP OF BANK - TOP OF BANK - 1.0 3 I EL 90 EL 91.00 OR FLATTER SILT FENCE / / INTERCEPTOR DRAM AT INVERT = 81.0FL NAVD OR LOWER _G GRADE (SEE DETAIL THIS SHEET) `6',4S'WYE \ ` I- 1-0.110W 6'DIA MIH. UHDERDRAINTUBING \` F.0.0.T. 907-0 MEETING—.a M 257 AND ASTM RLTFA SAND -m VIIn1 POLYESTER NIRTED SAIID RLTER SOC K M EmNG ASTM D 3887 AMDASTM 01682 ,&End of Line and In -Line Underdrain Cleanout Detail N.T.S POND BOTICU --" EL 65.0 GEOTEXIILE FILTER - FABRIC UNDERLAY 24' THICK RUBE PER FDOT SECTION POND BOTTOM EL &5.0 INVERT ELEVATION (VARIES) 3 - Pond 1C Grading Section & Sump Detail - Pond 1C NOTE: NEIE DLCO HATU F7f61WC CLAYEY SOLS 89FAIN M FDOTPRNT OF POA IC SIULL E N.T.S. OYER-EIICAVATED TO A IOdNVY ElEVA7104 OF 5 FEET IlA BACIDLID Nus - CLEAN FINE SAGS WITH A N.T.S. H10RAWC CO DUCINTY OF AT LEAST 15 FEES as F( FINES} REFER TO MONO GRAWOOIN/EEGp�py ANALYSS - PROPOSED PDA IC' BY URLIIISAL EN SDFNOS FOR IDOINNIIL DETAILS (UES REPDXT HO. 13EJ9x7) POND BOTTOM CLEAN. FREE DRAINING I"RU SAND I K 23PECIFIED VALUE. c %SOIL FINES FILTER FABRIC W RAP AROTNOGRAVEL ENVELOPE MMNAFI I4 ORE-0UNALENn 3'GRAVELENVELOPE AROUNDOMNPPE -"� ----- I"�- W DIAHDPE URNN PPE SB' VIDH FILTER SOCK FADS DRA-IGUARDOR EOUIVALEND POND BOTTOM UNDERDRAIN DETAIL NOT TO SCALE tl41Ea^ 1. M YAN COlECIOR SHALL SUPE AT IRI. 0.161E 91PE IONAFRS OUTFALL. 2 UNDFAORARI INSTALLATION SHALL E PERFORMED UNDER RAL -TLE OBSERVATION BY AN DPLOIEE Q UNYFI6AL DNENDOTNO SCENCEM ® POND BOTTOM UNDERDRAIN DETAIL NIVERS LL —.,^ AS SHOTN IIp12I Hao em® mar x¢ rAa Ilan 24' CONCRETE O°E7rNC 69•£ SiEa GRA7F STEEL [RATE SKIMMER TLP EtEl: 8160 -__ _ S7RV2N#F RP 68 UE 10 __ _T, NONY. 6670 917WER NY. 66/0 1 1 (TTP.) (�•) � 5 I I PO`O 9-07701 ELEV. 8107 I I I I I I 1 � I I I I I 1 u 6' PIC SOV -35 36' RCP PIPE 6'iPIC n L_ PLC PIPE NY. 7850 PIPENV. 79./6 S7RUCRERE BOTTOM ElEV 7800 Section View A `GMT SMUCRR£J Section View B 70 SPAM ENE Outfall Control Structure Detail: DS -1C A N.T.S. MR) R(nP) E 0 u .0 /000 ` 0 0 hb 225 E. Robinson Street Suite 300 Orlando, FL 32801 407.839.4006 Certificate of Authorization Number FL #3932 n 6 00 CPk7MNC 25 50 100 Feet Ocoee Crown Point PUD Phase 213 Ocoee, Florida Rerebn AY Aped SITBB'R BAFFLE 3/16" RBERaASS SNFET 3 Reused perGryflON comment DWUMI7 2 Rer,sHTRrGry &Caunrymmment a9AT]/Mlfi 1 Sutmlitm GryalOmee 60CU OUOWMI6 DcgN Iy UOGetl W JRH JRH O,b Wndb Construction Approval May 6, 2016 Vertical Datum NAVD88 o„ -r9 r Pond Details orr-:.9e b. C2.06 James Hoffman, P.E. P.E. $ 75623,A,,,� DATE: Mar. 03, 2017 61975.00 6197500-PH28-DT-POND.DWG \\vhb\proJ'\Or1ando\61975.00 ocaee crown paint\cad\Id\Planset\Phase2B\6197500—Ph2B—OWP.dwg *7L ND BOfFFl1 BE7lANO LN17S—\ NEMAMD Legend -- PD BOUNDARY PROJECT BOUNDARY �.� PRESERVED WETLAND UPLAND BUFFER/ CONSERVATION EASEMENT b PROPOSED STORM DRAIN, CURB INLET, MANHOLE --� PROPOSED SANITARY SEWER & MANHOLE PROPOSED FORCEMAIN -- POLLUTION ABATEMENT SWALE GENERAL NOTES, 1. ALL SANITARY SEWER MAIN TO BE B' UNLESS OTHERWISE NOTED. 2. UTIDTY EASEMENTS SHOWN ADJACENT TO ROW TO BE 10' UNLESS OTHERWISE NOTED. G O V .o s ,t 01 �� vhb 225 E. Robinson Street Suite 300 Orlando, FL 32801 407.839.4006 Certificate of Authorization Number FL #3932 Key Map 0 30 60 120 Feet Ocoee Crown Point PUD Phase 213 Ocoee, Florida 3 Rr eed perGry 80LU mmment DyD3 17 2 RrrsM perGry @Cwnryarmment W01=6 1 6ubmitm Gryolacue@ON OW/DWMP —9tl by ar:xeiby JRH JRH Construction Approval aMay 6, 2016 Vertical Datum NAVD88 Drainage & Wastewater Plan C3.00 or James Hoffman, P.E. P.E. S 75623,, DATE: Mar. 03, 2017 61975.00 8197500—PH28—DWP,OWO \\vhb\prol�\0rlando\61975.00 ocaae crown po1nt\cad\Id\Planaet\Ph-28\6197500—Ph28—DVrP.dwg CONTINUATION LINE - SEE SHEET C3.00 0 O Z --I Z C D O Z I - Z M CD Irl M Cn M M 0 W O N Legend --- PD BOUNDARY o ■ . ■ � PROJECT BOUNDARY PRESERVED WETLAND UPLAND BUFFER/ CONSERVATION EASEMENT PROPOSED STORM DRAIN, CURB INLET, MANHOLE ----0 PROPOSED SANITARY SEWER & MANHOLE �— PROPOSED FORCEMAIN ---+`► POLLUTION ABATEMENT SWALE GENERAL 1. ALL SANITARY SEWER MAIN TO BE 8' UNLESS OTHERWISE NOTED. 2 UTIUTY EASEMENTS SHOWN ADJACENT TO ROW TO BE 10' UNLESS OTHERWISE NOTED. G O V 000 .0 L i ,I hb 225 E. Robinson Street Suite 300 Orlando, FL 32801 407.839.4006 Certificate of Authorization Number FL #3932 Key Map 0 30 60 120Feet Ocoee Crown Point PUD Phase 213 Ocoee, Florida 3 Re 0perGry &OCU a,m - 03/03/2017 2 Rw perGry eawnry mnuna, 010L2016 1 5.b 'roGryolomeeh 00) OSrNM16 —9by JRH a„n.a67 JRH Construction Approval Vertical Datum NAVD88 May 6, 2016 Drainage & Wastewater Plan C3.01 3 James Hoffman, P.E. P.E. # 75623 DATE Mar. 03, 2017 61975.00 6197500-PH2B-DWP.DWO \\vhb\p.1\0d.a 0\61975.00 acaee cram paint\cad\Id\Plansel\Pha6e2B\6197500—Ph28—DWP.de9 0 ai U H W W 2 U) W W W Z J U I -- Q ;A;;;"' -- Legend ---- PD BOUNDARY - ® PROJECT BOUNDARY C.� PRESERVED WETLAND Ndq� M UPLAND BUFFER/ JRH CONSERVATION EASEMENT Construction Approval PROPOSED STORM DRAIN, Vertical Datum NAVD88 CURB INLET, MANHOLE PROPOSED SANITARY SEWER & MANHOLE —%� PROPOSED FORCEMAIN --�► POLLUTION ABATEMENT SWALE GENERAL NOTES 1. ALL SANITARY SEWER MAIN TO BE 8' UNLESS OTHERWISE NOTED. 2. UTIUTY EASEMENTS SHOWN ADJACENT TO ROW TO BE 10' UNLESS OTHERWISE NOTED. E 0 u s 001 00 ��0 hb 225 E. Robinson Street Suite 300 Orlando, FL 32801 407.839.4006 Certificate of Authorization Number FL #3932 Key NIap 0 30 60 120 Feet Ocoee Crown Point PUD Phase 26 Ocoee, Florida 3 Rev per Gty&ON o.,nment O3JW 017 2 RevbM per Gt7&C 'Iymmment 03JDU2016 1 Submit to G7 of Ocoee &all) UWDWM. Ndq� M aKam W JRH JRH Construction Approval DMay 6, 2016 Vertical Datum NAVD88 Drainage & Wastewater Plan C3.02 — of James Hoffman, P.E. P.E. # 75623 Pqw DATE Mar. 03, 2017 61975.00 8197500—PH2B—DWP.DWG \\vhb\proj\Orlando\61975.00 Ocoee crown point\cadNJd\P1aneet\Phaee2B\6197500—Ph2B—ULP.dwg £ASS110T BUFFER WE7L4ND LIMnS- BER MD Legend .7— — ---moo-----''9 PD BOUNDARY I j 11 eee� 3ee� PROJECT BOUNDARY PHASE 2 I PRESERVED WETLAND I 'I EI UPLAND BUFFER/ I II CONSERVATION EASEMENT 170169 I I PROPOSED STORM DRAIN, CURB INLET, MANHOLE ---0 PROPOSED UNDERORAIN & PR 167 I � 6 171 166 GENERAL NOTE I 1. UTILITY EASEMENTS SHOWN ADJACENT TO ROW —1- _ 165 I TO BE 10' UNLESS OTHERWISE NOTED. 164 I I I I 1 NOTES 1. WHERE UNDERDRAIN MUST CROSS OTHER UTILITIES, PLACE UNDERDRAIN BENEATH UTILITY. 172 / y �\\ J \\� I I 2. CONTRACTOR TO NOTIFY ENGINEER IF WATER TABLE IS OBSERVED WHIN TWO FEET OF ROAD GRADE IN AREAS NOT153.8 PRO OSIDE POSITIVE SLOPE AND C ONNECT UNDERDRAIN TO STORM DRAINAGE STRUCTURES. 4. UNDOMRAIN PIPE INVERTS SHOULD BE SET 3.5 FEET BELOW EDGE OF PAVEMENT ELEVATION. I 173 r / �\� 4 � �� I I 5. UNDERDRAIN PIPE LE14GTHS AND LOCATION, CLEANOUT '' LOCATIONS AND MANHOLE CONNECTIONS SHOWN ARE ' 159 \ \ ` SCHEMATIC. UNDERDRAIN SHALL BE INSTALLED IN ACCORDANCE WITH UNDERDRAIN REPORT FOR PHASE 2A 160` 1 f DATED MARCH 14, 2016 PREPARED BY UNIVERSAL 5V 157 10 0 1l' ENGINEERING SCIENCES (PN 1318122). CONTRACTOR 161 SHALL FIELD ADJUST AS NECESSARY TO RESOLVE 162 j II CONFLICTS WITH OTHER INFRASTRUCTURE 174 I I 6. SFE SHEET 03.05 FOR UNDERDRAIN DETAIL 156 154 �55 153 175 152 151 /sx � 176 t 177 \` 178 179 ,BI 185 184 18.3 182 FROST. POND 1A/B 186 187 ( c 195 \ 208 ct 'q 168 I I 196 207 189 I I 197 206 MATrHI INF - RFF RHFFT m f)d 3r / PHASE 26 DNJ75 FUTURE ELEMENTARY SCHOOL 15' UTILITY I\, ES1R. D— 15' 0 210 I ESILL 211 212 +" 15' UTIUTY 2,3 I j — I D-7 r I 214�_=-_---- G O V .o .000 �. 00 / hb 225 E. Robinson Street Suite 300 Orlando, FL 32801 407.839.4006 Certificate of Authorization Number FL #3932 Key Map 0 25 50 100 Feet Ocoee Crown Point PUD Phase 213 Ocoee, Florida 3 Xeeeed perGry ROCU mmment M3ROV 3 Rer"sed perGry &Cnanrymmmenl 09/DUM6 1 6uMrv,roGryof Ocoee&ON OVOGM16 D. y yJRH JRH Construction Approval May 6, 2016 Vertical Datum NAVD88 Underdrain Location Plan Ir�tiT�' DATE: Mar. 03, 2017 61975.00 6197500—PH28—ULP.OWG \\vhb\proj\0rlando\61975.00 ocoee crown point\cad\Id\Planeet\Phase28\6197500—Ph2B—ULP.dwg MATCHLINE - SEE SHEET C3.03 Legend -- PD BOUNDARY ee� PROJECT BOUNDARY C.� PRESERVED WETLAND UPLAND BUFFER/ CONSERVATION EASEMENT PROPOSED STORM DRAIN, CURB INLET, MANHOLE ---0 PROPOSED UNDERORAIN k CLEANOUT GENERAL NOTE I. URUTY EASEMENTS SHOWN ADJACENT TO ROW TO BE 10' UNLESS OTHERWASE NOTED. E 0 u .o s 225 E. Robinson Street Suite 300 Orlando, FL 32801 407.839.4006 Certificate of Authorization Number FL #3932 0 30 60 120Feet Ocoee Crown Point PUD Phase 213 Ocoee, Florida a MUM.7 3 Revised pesGry&G,unrymmment ml.O 16 1 Submis so Gry of Ocoee hON O;NW201fi o yeah a,eawH 1RH JRH Construction Approval May 6, 2016 Vertical Datum NAVD88 D—. r Underdrain Location Plan <3.04 DATE: Mar. 03, 2017 61975.00 6197600—PH213—ULP.DWC \\vhb\proJ\Or1ando\61975.00 ocoee crown point\cad\Id\Planaet\Phase2B\6197500–Ph2B–ULP.dwg It 0 CV) LU r W W v! W W C7 W Z J U F - Q NSE NON-0ERFOPATED — END CAP RECESSED 6•—PIPE FOR INCONCRETE PAD – CIFAEIOurDal—hs – BACK OF CURB TMCRCONCRETE PAD NOTE: CUANOUR TO BE PIACEDAT HKI-IF NRAND Nm TO —E—FOOT INPERVALS e•-As•wrE � e•-as•ELeow B• DIA MIN. NNDERDRAINTTIBING F.D.O.T.9aL-0 MEETNO AASHTO M 262 AND—I RLTEB SAND Fi052L1WRHPOLYESTER1N ITTED SAND HLTER SOCK MEETING ASTM O3B67ANDA6TM D 1662 END OF LINE AND IN LINE UNDERDR41N CLEANOUT DETAIL BACK OF 12' OVERLAP PAVEMENT BASE COURSE ; j OWUW16 D..1 -b7 >FILTER SAND (MEETING FOOT SPECIFICATION 902-4) �G U JRH Legend Undercrain Clennout Schedule Underdrain Clennout Schedule r� ---- PO BOUNDARY - structure Station/ Alignment Slrucmre Station/ Alignment Number Offset B. Number Offset PROJECT BOUNDARY UD -70115.47 2+3 R 1 62 aB+3&A ST-2B–A It ENTIRE TRENCH TO BE L PRESERVED WETLAND UD -71 52+5&418M L ST -23-A Utr9i i � ST -2B -A UPLAND BUFFER/ UD -72 f +7 Sr -2B -A Ip -61 W�•R ST -2g -A CONSERVATION EASEMENT R 53+7&21 �1e PROPOSED STORM DRAIN, 110-73 - 16.99 L ST-ae-A UD -a5 14.33 R ST -20-A CURB INLET, MANHOLE UD -74 1 ST -28-A UD-µ 811++21.557 ST -2B -A ---0 PROPOSED UNDERDRAIN & CLEANOUT UD -78 ST -29-0 110-E7 ST -2B -A 20.67 It K33 R LID -76 1%33 L ST -28-0 UID -811S 0.67 L ST -2111-A GENERAL NOTE: 12+47.7 µ47p,64 1. U71UTY EASEMENTS SHOWN ADJACENT TO ROW UD -77 20.57 R ST-�0 �M 11,33 R �_�A TO BE 10' UNLESS OTHERWISE NOTED. W-78 1437' ST -20-0 LID -90 M677 L ST -28--A UD -79 &nom 1&48W+ ST -28-A UD -01 3183 R ST -29-A UD -BD 15 0.M R4 ST -28-A UD -02 65+110.99 L ST -2B -A �� 58+517737.17 1a45 L -�A NSE NON-0ERFOPATED — END CAP RECESSED 6•—PIPE FOR INCONCRETE PAD – CIFAEIOurDal—hs – BACK OF CURB TMCRCONCRETE PAD NOTE: CUANOUR TO BE PIACEDAT HKI-IF NRAND Nm TO —E—FOOT INPERVALS e•-As•wrE � e•-as•ELeow B• DIA MIN. NNDERDRAINTTIBING F.D.O.T.9aL-0 MEETNO AASHTO M 262 AND—I RLTEB SAND Fi052L1WRHPOLYESTER1N ITTED SAND HLTER SOCK MEETING ASTM O3B67ANDA6TM D 1662 END OF LINE AND IN LINE UNDERDR41N CLEANOUT DETAIL BACK OF 12' OVERLAP PAVEMENT BASE COURSE ; j OWUW16 D..1 -b7 >FILTER SAND (MEETING FOOT SPECIFICATION 902-4) �G U JRH Construction Approval Dm May 6, 2016 3� 12' r� 6' CORRUGATED POLYETHYLENE TUBING B. WITH FILTER FABRIC ENVELOPE (FILTER FABRIC MUST BE APPROVED BY ENGINEER) 3' 6' MIN. ENTIRE TRENCH TO BE WRAPPED WITH FILTER —/ FABRIC DYPAR 3041 OR EOUNALENT) 20' TYPICAL UNDERDRAIN DETAIL E O u .d s !r' x.0001 0 i�ohb 225 E. Robinson Street Suite 300 Orlando, FL 32801 407.839.4006 Certificate of Authorization Number FL #3932 Key Map 0 30 60 120 Feet Ocoee Crown Point PUD Phase 213 Ocoee, Florida N.RnIcM D+tv APPd 3 Reused perGy&ON—'t OL037A17 2 Rr+'hOP,Uy&Counymrvnent OEIDL7A16 1 Submit to Gy do—II &M OWUW16 D..1 -b7 swam by JRH JRH Construction Approval Dm May 6, 2016 Vertical Datum NAVD88 Underdrain Location Plan Dnwry lA m C3.05 ant m P,q,— DATE Mar. 03, 2017 61975.00 6197500-PH28-UIP.DWG \\vhb\pmj rIando\61975.00 ocaee crown point\cad\Id\Planset\Phaee2B\6197500-Ph2B-WDP.dxg `C0NSERp.11/0V---, mssvw BUFFO? BERAND LIMITS Omee Crown Point Phase 2A Be 2B Fire Flow Summary Landuse Hydrant Spacings Max. Distance to Hydrant from Building Phase 2A@ 26 Design Fire Flows Single Family 500 Feet 250 Feel 1,000 GPM Amenity Site 350 Feet 210 Feet 2,000 GPM Notes: 03102(n) 1) All fire hydrants shall be Installed in accordance with Chapter 18 and Annex E of NFPA 1, 2012 Edition. Average hydrant spacing and maximum distance from building to a hydrantshall be in accordance with Section 31.15 of the Cityof Ocoee Engineering Standards Manual. 2) Design Fre Flow set equal to orgreater than Needed Fire Flow per PUD MUP. Per Section 3102.02 of the Cityof Ocoee Engineering Standards Manual, provided rife flow shall meet or exceed requirements per [SO 'Guide to Determining Needed Fire Flow', latest edition, and in no case shall provided fire flow be less than 750 GPNL wpm for Construction Approval om May 6, 2016 Vertical Datum NAVD88 PLegend ) ! --- PD BOUNDARY rrrr� r. al al sraaa PROJECT BOUNDARY i l PRESERVED WETLAND 11 UPLAND BUFFER/ a CONSERVATION EASEMENT a PROPOSED WAIERMAIN k GATE VALVE f 117 PROPOSED FIRE HYDRANT ASSEMBLY )0�0pi ' II i GENERAL NETS: EASEMENTS SHOWN ADJACENT TO ROW TO BE 10' r ll -;--�..• I 1 UNLESS EASEMENTS NOTED.TIUTY FUTURE ELEMENTARY SCHOOL Hydrant Aeey. G u .O 00 1 ` 00 0 hb 225 E. Robinson Street Suite 300 Orlando, FL 32801 407.839.4006 Certificate of Authorization Number FL #3932 /Z Key Map W 0 30 60 120 Feet Ocoee Crown Point PUD Phase 2B Ocoee, Florida roo.a 3 R ,dyer G7 a OOlmmn- 03102(n) 2 Rmr pr Gqf a county mmment a9mtml6 1 Submit N Ory of Ocoee h 001) oywm6 O.rY br —y )RH )RH wpm for Construction Approval om May 6, 2016 Vertical Datum NAVD88 Potable Water Distribution Plan C4.00 swx er James Hoffman. P.E. P.E. N 75623,,,,,,E DATE Mar. 03, 2017 61975. DO 6197500-PH28-WDP.DNC \\vhb\pro)\0rlando\61975.00 Ocoee crown paint\cad\Id\Planeel\Pheee28\6197500—Ph2B—NOP.dw9 3o ENTRY COLUMN, TYP. 3 (BY OTHERS) Legend I rF1RN.M COf: f LUMNSLOPE 1 PD BOUNDARY FM O00TER (TYP.) II ta_ PRf1Gl:T RnII11DARV G O u > ,/ % 0_00 hbI 225 E. Robinson Street Suite 300 Orlando, FL 32801 407.839.4006 Certificate of Authorization Number FL #3932 1 ` r7J"�y3 i rr9rrrtrn /`I}/� Key Map 0 30 60 120 Feet Ocoee Crown Point PUD Phase 2B Ocoee, Florida N. �d 3 Revhed perGry&OGl uamment 03 3MU 3 Rereed per Gry&Cttnry mmment 09/01!1016 1 wbmitto0ty,10 ee&00) OSN6Ml6 oay,ee 6r JRH a.eet by JRH tw.e ra Construction Approval Vertical Datum NAVD88 .x May 6, 2016 Potable Water Distribution Plan C4.01 James Hoffman, P.E. P.E. k 75623 Roen„ DATE: Mar. 03, 201T 61975.00 6197500—PH2B—NUP.DWG \\dhb\peoj\Odanda\61975.00 aeoee crown pelnt\c.d\Id\Planeet\Ph.e.28\6197500-Ph2B-RNOP.dwg `CONSMVA77a EASEMENT NERAAR7 LW7S Legend -- PROJECT BOUNDARY PHASE BOUNDARY PRESERVED WETLAND UPLAND BUFFER/ CONSERVATION EASEMENT PROPOSED RECLAIMED WATER & GATE VALVE 0 GENERAL NOTE: 2 unun EASEMENTS SHOWN ADJACENT TO Row To Be to' UNLESS OTHERWSE NOTED. 225 E. Robinson Street Suite 300 Orlando, FL 32801 407.839.4006 Certificate of Authorization Number FL #3932 i j:- 0 30 60 120 Feet Ocoee Crown Point PUD Phase 213 Ocoee, Florida 3 Rev aray&0% mmment 03 3MW 2 R ,d per Gy&[Dunn cwnment 010LNU 1 S.b tw Gy'10— &lJCtl 0WW/01, —7 W JRH arae by TRH Construction Approval Vertical Datum NAVD88 & May 6, 2016 Reclaimed Water Distribution Plan C4.02 James Hoffman, P.E. P.E. g 75623 DATE: Mar. 03, 2017 61975.00 6197500-PH28-RWOP.DWG \\vhb\proj\0rlando\61975.00 acoee a— point\cad\Id\P1anset\Phaee2B\6197500—Ph2B—RWOP.dwg MATCHLINE - SEE SHEET C4.04 E 0 u a s 000 vohb 225 E. Robinson Street Suite 300 Orlando, FL 32801 407.839.4006 Certificate of Authorization Number FL #3932 PAIR Key Map 0 30 60 120 Feet Ocoee Crown Point PUD Phase 2B Ocoee, Florida Reclaimed Water Distribution Plan C4.03 James Hoffman, P.E. P.E. # 75623 P.0 - DATE.. Mar. 03, 2017 61975.00 6197500-PH2B-RWOP.OWO U. rower 3 Rrveed yerary 8001 mmmenl 0103/2017 2 Pereed perGry&Ccunrymmment 01018016 I Sudrvtro Gryalamee&ON OVOU2016 ony.a q rRH wn.a q 1RH Construction Approval Vertical Datum NAVD88 May 6, 2016 Reclaimed Water Distribution Plan C4.03 James Hoffman, P.E. P.E. # 75623 P.0 - DATE.. Mar. 03, 2017 61975.00 6197500-PH2B-RWOP.OWO \\Mb\proj\0rlando\61975.00 acoee crown pa1nt\cad1jd\P1anset\Phase2B\6197500-Ph2B-RY60P.dwg MH E 2A FUTURE ELEMENTARY SCHOOL 12' 10' UPUTY ENT. I II MATCHLINE - SEE SHEET C4.03 E O 1 00 hb 225 E. Robinson Street Suite 300 Orlando, FL 32801 407.839.4006 Certificate of Authorization Number FL #3932 0 30 60 120 Feet Ocoee Crown Point PUD Phase 2B Ocoee, Florida r..aun Legend SEM NAIN� ---� PROJECT BOUNDARY - m ■ — PHASE BOUNDARY PRESERVED WETLAND OLDS V 2 Rsv¢ed perGry &County o*nment UPLAND BUFFER/ i S.b tto Gtyalamee&ooJ OWD6M16 CONSERVATION EASEMENT aralf by JRH Construction Approval Vertical Datum NAVD88 PROPOSED RECLAIMED WATER & GATE VALVE GENERAL NOTE' z UTIUTY EASEMENTS SHOWN ADJACENT TO RDW TO BE 10' C UNLESS OTHETYASE NOTED. E O 1 00 hb 225 E. Robinson Street Suite 300 Orlando, FL 32801 407.839.4006 Certificate of Authorization Number FL #3932 0 30 60 120 Feet Ocoee Crown Point PUD Phase 2B Ocoee, Florida r..aun c66.n 3 Rwhed Iaty aLUamment OLDS V 2 Rsv¢ed perGry &County o*nment 0?vftE 6 i S.b tto Gtyalamee&ooJ OWD6M16 oe4w h JRH aralf by JRH Construction Approval Vertical Datum NAVD88 aMay 6, 2016 Reclaimed Water Distribution Plan ra na s.n or James Hoffman, P.E. P.E. M 75623 DATE Mar. 03, 2017 61975.00 6197500-PH28-RWOP.DWG \\vhb\proj\0rlondo\61975.00 ocoee crown point\cad\jd\Plonset\Phose2B\6197500-Ph2B-UAT.dwg Reclaimed Water Meters Worksheet .D.Number Pl.^ Coordinates Size Valve Type Maln Type Manufacturer Model! sof 7lnnab Clone Gear Aca9etor Gear Ratlo 9We ACWetor Atduabr Manufaebrar Co—.nb Shead Besting Northing Devaaon RWAITRb CA.03 2' Meter Reclaenad 2 CM of Ocoee R iR•7 ME Y Meer Retie ed - OOtoee E O V 0 00 hbL 225 E. Robinson Street Suite 300 Orlando, FL 32801 407.839.4006 Certificate of Authorization Number FL #3932 Ocoee Crown Point PUD Phase 2B Ocoee, Florida 3 Reread per G1,&nCa¢mmeat ------ -._..-_ - ______._....._____- 2 RereN per Gry&Caun1, comment 09/012036 _ Potable Water Valves Worksheet f .D. Number Plan Coordinates $lze Valve Type Mein Type Manufacturer Models sof Tums to Clow OaarAceblorOear -.. eld. Mtualor Actuator Manur--r CommentsSheats BasOng Northing iff—flon WVdO 00.00 6' Get. Water Main WV -51 C4.01 1 6. Dele Weler Mtln WV -52 C4.01 --dl 6' Gete Water PAN. WV -53 U.01 6' Gete Water Main WV -54 04.01 6' Gab Water Mtln WBO-50 04.01 Y Bbw-0e WelerMtln Reclaimed Water Meters Worksheet .D.Number Pl.^ Coordinates Size Valve Type Maln Type Manufacturer Model! sof 7lnnab Clone Gear Aca9etor Gear Ratlo 9We ACWetor Atduabr Manufaebrar Co—.nb Shead Besting Northing Devaaon RWAITRb CA.03 2' Meter Reclaenad 2 CM of Ocoee R iR•7 ME Y Meer Retie ed - OOtoee E O V 0 00 hbL 225 E. Robinson Street Suite 300 Orlando, FL 32801 407.839.4006 Certificate of Authorization Number FL #3932 Ocoee Crown Point PUD Phase 2B Ocoee, Florida 3 Reread per G1,&nCa¢mmeat 037032017 2 RereN per Gry&Caun1, comment 09/012036 1 Submit ro Gly .10—e&OCU oslov2V16 9�M JRH aw se q JRH ansa.. Construction Approval Vertical Datum NAVD88 ee May 6, 2016 Utility Asset Tables C4.50 James Hoffman, P.E. P.E. # 75623 p,q-„— DATE Mar. 03, 2017 61975.00 6197500—PH28—UAT.DWC \\vhb\pro310rlando\61975.00 ocoee crown point\cad\Id\Ploneet\Phase2B\6197500—Ph2B—UAT.dwg Comments 2 i I .,......_. I ..__.. Boundary Comer Type I Comments 225 E. Robinson Street Suite 300 Orlando, FL 32801 407.839.4006 Certificate of Authorization Number FL #3932 Ocoee Crown Point PUD Phase 213 Ocoee, Florida Rnkbn Dale WPd 3 Psreed arch &00J comm.nt DL UM7 2 R .dperGry&caunrya>tnment W/0U 16 1 S.x t' Gy or Ocoee&= ovWMt6 oeay.36y 1RH ownaq 1RH Dv,aJb Construction Approval Vertical Datum NAVD88 Dab May 6, 2016 Utility Asset Tables C4.51 James Hoffman, P.E. P.E. # 75623,,,,,,,E DATE Mar. 03, 2017 61975.00 6197500—PH213—UAMM \\rhh\proj\Orlando\81975.00 Ocoee cram point\cad\Id\Planeet\phase2B\6197500—Ph28—PP—A.dwg MATCH EXLSDHG PHASE PAVEMNEM STA 51+71.. 0 w Street 'A' Station 51+50 52+00 52+50 53+00 53+50 54+00 54+50 55+00 55+50 56+00 56+50 57+00 57+50 58+00 58+5058+75 .00 E 0 u 00 a r .0 I q�0 �hb 225 E. Robinson Street Suite 300 Orlando, FL 32801 407.839.4006 Certificate of Authorization Number FL #3932 oz M ,03 0. Key.Map NITS. a.,ar,y r6rn6. C6.00 James Hoffman, P.E. P.E. # 75623 DATE: Mar. 03, 2017 61975.00 6197500—PH28—PP—A.DWG 1. PROVIDE S MINIMUM HORIZONTAL SEPARA71ON BETWEEN SANITARY MYER AND EDGE VI Y SANITARY 2 ANDWHERE E GRAVITY SANNARY SEWER MAIN CROSSES UNDERNEATH RCP S10RMWATER PPE WITH LESS THAN 12' OF VERTICAL SEPARATION. A FIELD REVISION APPROVED BY OOLI WELL BE REQUIRED PRIOR TO CONSBIICTNNN. 3. PROVIDE 5 MINIMUM HORIZONTAL SEPARATION BETWEEN STORM AND PANIC DCU MAINS AND MANHOLES AND S MINIMUM HORIZONTALVert. SEPARATION BETWEEN PUBLIC OCU MAINS AND MANHOLES AND THE BACK 0 2.5 5 10 Feet OF STORM INLETS AND STORM MANHOLES 4. MINIMUM DEPTH OF COVER FOR ALL UTILITY MAINS 127 OR LESS IN DIAMETER SHALL 13E X. HOTIZ. 0 25 50 100 Feet Ocoee Crown Point PUD Phase 213 Ocoee, Florida oa. Foc,e 3 Re%ee perGy 80CV o�mment 0310V/ V T Rerhed perGry&fwnyaxmnent 09/0=6 1 Submit to Gy 910wee@OlV OSN6/N16 o� q aene+q TRH LRH un ak Construction Approval mu May 6, 2016 M� te• m ecenut sa? Vertical Datum NAVD88 eanov as e'ioar of swcRr o,,,..y r Plan & Profile Street 'A' a.,ar,y r6rn6. C6.00 James Hoffman, P.E. P.E. # 75623 DATE: Mar. 03, 2017 61975.00 6197500—PH28—PP—A.DWG \\vhb\pmj\OHando\61975.00 acoee crown point\cad\Id\Planeel\Phase28\6197500—Ph2B—PP—A.dw9 0 m W 18' 37 1 8'PT S-0 Street 'A' 1. PROVIDE 3' MINIMUM HORIZONTAL SEPARATION BETWEEN SANITARY SEWER AND EDGE OF PAVEMENT. 2. WHERE GRAVITY WER SANITARY SEMAIN CROSSES UNDERNEATH RCP STORMWATER RIPE WITH LESS THAN if OF VERTICAL SEPARATION, A FIELD REVISION APPROVED BY DCU WILL BE REWIRED PRIOR TO CONSTRUCTION. 3. PROVIDE 3' MINIMUM HORIZONTAL SEPARATION BETWEEN STORM AND PUBLIC OCUMAINS AND MANHOLES AND 3' MINIMUM HORIZONTAL SEPARATION BETWEEN PUBLIC OCU MAINS AND MANHOLES AND THE BACI OF STORM INLETS AND SIDRM MANHOLES 4. MINIMUM DEPTH OF COVER FOR ALL UTILITY MAINS IV OR LESS IN DIMErER SHALL BE 3. 58+7559+00 59+50 60+00 60+50 61+00 61+50 62+00 62+50 63+00 63+50 64+00 64+50 65+00 65+50 66+00 66+50 67+00 67+50 E 0 u 00 000 qjW0_1 hb 225 E. Robinson Street Suite 300 Orlando, FL 32801 407.839.4006 Certificate of Authorization Number FL #3932 J/ / ! n,C1:6.02 Prl�.m Key Map Vert. 0 2.5 5 10 Feet Horiz.0 25 50 100 Feet Ocoee Crown Point PUD Phase 2B Ocoee, Florida 3 Rerced per Gry 80N omment 03/D3201] 2 Peke 'Gly&Gw tymm m 03A11P16 1 Submit w Gtr.f—&ON 0VD6=16 "'7' M owa bq JRH TRH Construction Approval wMay 6, 2016 Vertical Datum NAVD88 Plan & Profile Street 'A' C6.01 - James Hoffman, P.E. P.E. N 75623nvrow DATE Mar. 03, 2017 61975.00 8197500—PH2B—PP—A.DWG \\vhb\proj\Odando\61975.00 ocoee croxn point\cadVd\Ploneet\Phaee2B\6197500-Ph2B-PP-Fl.dxg X c 0 �o d LU R O s• 163 162 161 lbu 159 -63 T P-53 LFM36 1Y L Construction Approval s ' ox 35 LF @@ PHASE 20 LOUTS 15'RCP — o.35X — DUST.. PIMSE 2A ARI70 _ H6CWA7IS..i I\ 15"RCP CP� 88 -BSIe . 35 LF SS•R0.30X 00 - IB'RCP Q \ S=0.30x " Q 9 A9 9 ^9 I 11+00 _ �- 12+00 13 00 ---�- - -- 14+ - -� ---1 15+ J S _. 00 --- 281 LF SS -73 18'RCP STREET 'F' - `I 55-30 �� -65 r 87 T CA 5=0.30x T. 111 g� a4 Is$7:u s1IOU S=o.3BX S=0.38 jEe°6668 X85 SD 6fs f 1 11 1 1-evee a CQVNECT 10 D9ST. Q 6' RECLAIM c 0 �o d LU R O Street 'F' Station 200 LF 1-BI.BB ED -BB 24'RCP •71 I-eAlll S-0.20% 172 173 54'RCP IS=O.O6x SE C I ITR I, �e so- so -a qQ °175 5 I 118 LF DOST. 60'RCP 28 EXIST. POND JAA E 0 u a s V 0 00 �0 hb 225 E. Robinson Street Suite 300 Orlando, FL 32801 407.839.4006 Certificate of Authorization Number FL #3932 /f1 � 1. PROVIDE X MHWUM HORIZONTAL SEPARATION BETWEEN SANITARY SEWER AND EDGE OF PAVEMENT. 2 WHERE GRAVITY SANITARY SEWER MAW CROSSES LINOEWIEATH RCA STORIWATER PPE WITH LESS THAN It OF VERTICAL SEPARATION. A FIELD REVISIONAPPROVED BY OCU WILL BE REWIRED PRIOR TO ODN5 MICTION. 3. PROVIDE S MINIMUM HORIZONTAL SEPARATION BETWEEN STORM AND PUBLIC OCU MAINS AND MANHOLES AND Y MINIMUM HORIZONTAL SEPARATION BETAM PUBLIC OCU MAWS AND MANHOLES AND THE BACK OF STORM INLETS AND STORM MANHOLES. 4. MINIMUM DEPTH OF COVER FOR ALL UTILITY MAWS 12' OR LESS IN DIAMETER SHALL BE 3. 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+5018+75 Key Map Vert. 0 2.5 5 10 Feet Horiz.0 25 50 100 Feet Ocoee Crown Point PUD Phase 26 Ocoee, Florida n m n-. 3 fuveM prGry @ON mm1n.M D1,D 7 2 eevbed perGry &Ceunryaanment mlfti 16 1 Sub -a'yol Ocoee&OCU 157 156 2fd a.aea by -63 T P-53 LFM36 1Y L Construction Approval s ' ox 35 LF Vertical Datum NAVD88 �yX�oOO 15'RCP — o.35X — ARI70 48 LF 00 - IB'RCP S=0.30x " Street 'F' Station 200 LF 1-BI.BB ED -BB 24'RCP •71 I-eAlll S-0.20% 172 173 54'RCP IS=O.O6x SE C I ITR I, �e so- so -a qQ °175 5 I 118 LF DOST. 60'RCP 28 EXIST. POND JAA E 0 u a s V 0 00 �0 hb 225 E. Robinson Street Suite 300 Orlando, FL 32801 407.839.4006 Certificate of Authorization Number FL #3932 /f1 � 1. PROVIDE X MHWUM HORIZONTAL SEPARATION BETWEEN SANITARY SEWER AND EDGE OF PAVEMENT. 2 WHERE GRAVITY SANITARY SEWER MAW CROSSES LINOEWIEATH RCA STORIWATER PPE WITH LESS THAN It OF VERTICAL SEPARATION. A FIELD REVISIONAPPROVED BY OCU WILL BE REWIRED PRIOR TO ODN5 MICTION. 3. PROVIDE S MINIMUM HORIZONTAL SEPARATION BETWEEN STORM AND PUBLIC OCU MAINS AND MANHOLES AND Y MINIMUM HORIZONTAL SEPARATION BETAM PUBLIC OCU MAWS AND MANHOLES AND THE BACK OF STORM INLETS AND STORM MANHOLES. 4. MINIMUM DEPTH OF COVER FOR ALL UTILITY MAWS 12' OR LESS IN DIAMETER SHALL BE 3. 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+5018+75 Key Map Vert. 0 2.5 5 10 Feet Horiz.0 25 50 100 Feet Ocoee Crown Point PUD Phase 26 Ocoee, Florida n m n-. 3 fuveM prGry @ON mm1n.M D1,D 7 2 eevbed perGry &Ceunryaanment mlfti 16 1 Sub -a'yol Ocoee&OCU 0WXM16 omy,e q a.aea by JRH JRH Construction Approval aMay 6, 2016 Vertical Datum NAVD88 Plan & Profile Street TF1 C6.02 James Hoffman, P.E. P.E. # 75623 Pqm,,,„,�„ DATE Mar. 03, 2017 61975.00 6197500-PH28-PP-n.DWG \\vhb\proj\0riando\61975.00 ocoee crown pcint\cadVd\Planset\Phasa2B\6197500-Ph2B-PP-n.dxg 0 3. Q It-6lN Q A�) 155 35 LF 15'RCP �X ` tl SS -77 S=o.35% e FOOD eC� ^ 20+ 21+0 48 LF IS LF 54'RCP 8'RCP 45 RCP S=0.07% S=0.06% 5-0.07% 81.05 50- 5D-60 TE -89.97 T 1 n 1• I=80.52 QI 178 8213 Sa- i. 1.85-32179 SD- 180 1-81.13 36 LF 8'PVC S-0.32% 0 d w 54' PHASE 219 UNITS 35 LF PHASE- 24 15'RCP ET TO EA T. 7 erss —s- = + r,23 +� L ! + 110 LF / , 3N p� 411"CP TF97 16 p 5=0.07 U07 T7Z+119)- 161 58 8712 SD -59A / ��— 1=8281 STA. 23+24.47 0 STREET eF' _ 7 MATCH EXIST. PVMT. CONNECT TO DOST. 6" RECL-A, Street 'F' Station 18+7519+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 ,,18+7519+00 105 100 95 90 C a 85 > w LU 80 75 70 65 18+7519+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 1. PROVIDE S MINIMUM HORIZONTAL SEPARATION BETWEEN SANITARY SEWTR AND EDGE OF PAVEMENT. 2 WHERE GRAVITY SANITARY SM MAIN CROSSES UNDERNEATH RCP STORMWATER RPE WIN LESS THAN 12' OF VERTICAL SEPARATION, A HED REVISORAPPROVED BY OW WILL BE REQUIRED PRIOR TO CGINSTRUCTION. 3. PROVIDE S MINIMUM HORIZONTAL SEPARATION BETWEEN STORM AND LIC PUBOCU MAINS AND MANHOLES AND 9 MINIMUM HORIZONTAL SEPARATION BETWEEN PUBLIC OW MANS AND MANHOLES AND THE RAN OF STORM HEM AND STORM MANHOLES 4. MIHOILS, DEPTH OF COVER FOR ALL UTILITY MAINS 12' OR LESS IN DIAMETER SHALL BE S. Street 'I' Station 9+70 10+00 10+50 11+00 11+50 12+00 12+50 13+003+20 G O V ,i 0l 1 225 E. Robinson Street Suite 30D Orlando, Ft. 32801 407.839.4006 Certificate of Authorization Number FL #3932 Oz 03 J03 Ca.10 CES. )� ,I Key Map Nt'S. Vert. 0 2.5 5 10 Feet Horiz.0 25 50 100 Feet Ocoee Crown Point PUD Phase 213 Ocoee, Florida 2...'ron Arwe 3 Rerned perary &OC31 mm,nent 03/032037 ] eeveed pera7 kCoun7 uxvnent 09/012016 1 Submitmary of Gtaee&aN .%MeM36 JRH TRH Construction Approval aMay 6, 2016 Vertical Datum NAVD88 Plan & Profile Street 'F' & Street 'I' C6.03 9� James Hoffman, P.E. P.E. # 75623 DATE. Mar. 03, 2017 61975.00 6197500-PH2B-PP-FI.DWG \\4hb\pro)\Orlando\61975.00 acoee crown paint\cad\Id\Plansat\Phaee2B\6197500—Ph2B—PP—G.dwg E O u s Ensr. > '-` PQYD fA/B A '/ S11-96 24 E. 000 00 ME474M43 41 EF EMST. 24'RCP hb STA. 56+36.42 STREET 'A' _ 225 E. Robinson Street STA. 10+00.00 STREET 'G' 232 46M.ES 151 LF Suite 300 RI 07.74 2rRCp Eno x s=ozoX Orlando, FL 32801 §—m Sheet T _ 1 4 1 I-BaBI 407.839.4006 PCND 1C " 187 M00 I/I/ Bo- 1 ® ! 54'RCP 188 D 6 Certificate of Authorization 219 I ' = 00 S=O.a6X -12ie� T I r Number Fl- #3932 + 223 Lf -ssas �- 68 LF 6B'x43'ERCP I I-8105 SO -202 15'RCP 202 T x S 84 38 LF 6tT a,a D-23 � I �i>_9iu .� a, pis is � �\. r —• • .\/. �J Street 'G' Station —9+75 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+5017+75 105 100 95 90 c 0 85 d LU 80 1. PROVIDE 3' MINIMUM HORIZONTAL SEPARATION BETWEEN SANITARY SEWER AND EDGE OF PAYMENT. 2. WHERE GRAVITY SANITARY SEWER NAZI CROSSES UNDERNEATH RCP SMWATER PPE WITH LESS THAN 12' OF VERTICAL SEPARATION, A FIELD REVISION APPROVED BY ODE WILL BE REOMED PRIOR TO CONSTRUCTION. 3. PROVIDE 7 MINIMUM HORIZONTAL SEPARATION BETWEEN STORM AND PUBLIC OCR MAINS AND MANHOLES AND S MINIMUM HORIZONTAL SEPARATION BETWEEN PUBLIC OCE NABS AND MANHOLES AND THE BAC( OF STORM KM AND STORM NANHOLM 4. MINIMUM DEPTH OF COVER FOR ALL UTILITY MAINS 12' OR LESS IN DIAMETER SHALL BE S. Key Map Vert. 0 2.5 5 30 Feet Horiz.0 25 50 100 Feet Ocoee Crown Point PUD Phase 2B Ocoee, Florida 3 Revved perary &OCU mmmant 03103/2017 2 Reused perary&Canrywmment 09/01/2016 1 6ubmitbaryollca•&OlV OSA>62116 a.gwa 6r owaw H JRH MRH ImN R: Construction Approval o.t. May 6, 2016 Vertical Datum NAVD88 Plan & Profile Street 'G' 75 a,,,,n7rNMw 70 C6.04 65 9+75 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+5017+75 James Hoffman, P.E. P.E. # 75623„ DATE Mar. 03, 2017 61975.00 6197500—PH2B—PP—G.OWG \\`hb\pro7\Orlanda\61975.00 accae crown point\cad\Id\P1ansat\Ph-.2B\6197500—Ph28—PP—G.dwg E P ASE 20 185 -201 T i6 L VU17S PHASE2A I� ' -u61 iii S -3 SS -7D CQVNECT TD MT.79 LF I 15 RCP g 6' REOEAIM _ ? L 5=0.38% A _ 19+ - ,�/ 20+00 � *t 9�fCh r00 /_ —+ _ --- 8 r21+ 00 Il Rg�l .px:25 Shy Sfd CO NECT 70 � ,61 & 6. 208 LWNRQPINC 6 jt is 195 �0 ' 00 WS—heet Street 'G' Station 5 +7518+00 18+50 19+00 19+50 20+00 20+50 21+OH1+20 1 105 100 95 90 c 0 m � 85 LU 80 75 70 65 17+7518+00 18+50 19+00 19+50 20+00 20+50 21+0Q1+20 D 6' R.W. 6' WM c 0 m v w -)IM. LIt IL.La�Z1111=1 V = STA. 52+90.70 CL STREET 'A' STA. 10+00.00 (� STREET 'H' 1. PROVIDE S ME6HUM HORIZONTAL sEPARAIICN BETWEEN SANITARY SEWER AND EDGE OF PAVEMENT. 2. WHERE GRAVITY SANITARY SEWER MRN CROSSES UNDERNEATH RCP STORMWATER PIPE WITH LESS THAN 127 OF VERTICAL SEPARATION, A FIELD REVISON APPROVEDBY OCU WILL BE REWIRED PRIOR TO CONSTRUCNON. a PROVIDE Y MPHMUM HORIZONTAL SEPARATION BETWEEN STORM AND PUBLIC OQU MAWS ANL) MANHOLES AND S MINIMUM HORIZONTAL SEPARATION BETWEEN PUBLIC OW MAINS AND MANHOLES AND THE BACK OF STORM INLETS AND STORM MANHOLES 4. LO am DEPTH OF COVER FOR ALL UTILITY MAINS 1z' OR LESS W DIAMETER SHALL BE 3. E 0 s s �00 hb 225 E. Robinson Street Suite 300 Orlando, FL 32801 407.839.4006 Certificate of Authorization Number FL #3932 Key I'fap Nits. Vert. 0 2.5 5 10 Feet Horiz.0 25 50 100 Feet Ocoee Crown Point PUD Phase 2B Ocoee, Florida •cad 3 Revhe6 Fvary&allomm<0t O3A1 17 T RerrsM perGry&cony comment 6?/DLl 16 1 s'b tto Gtyor0—'&aN 05ID6MI6 —7by JRH a.aerq TRH Construction Approval Vertical Datum NAVD88 aMay 6, 2016 Plan & Profile Street 'G' C6.05 James Hoffman, P.E. P.E. # 75623 P,— DATE' Mar. 03, 2017 61975.00 6197500—PH2B—PP—G.DWG \\vhb\proj\Orlando\61975.00 ocaee crown point\cadVd\PI.—t\Ph... 28\6197500-Ph2B-PP-H-OCPP.dwg 1. PROVIDE 3' MINIMUM HORIZONTAL SEPARATION BETWEEN SANITARY SEWER AND EDGE OF PAVEMENT. 2 WHERE GRAVITY SANITARY SEWER MAN CR0543 UNDERNEATH RCP STORMWATER PIPE WITH LESS THAN 12. OF VERTICAL SEPARATON, A FIELD REVISION APPROVED BY OCU WILL BE REQUIRED PRIOR TO CONSTRUCTION. 3. PROVIDE S MINIMUM HORIZONTAL SEPARATOR BETWEEN STORM AND PUBLIC OCU MATHS AND MANHOLES AND 7 MINIMUM HORIZONTAL SEPARATION BETWEEN PUBLIC OCU MANS AND MANHOLES AND THE BACK Street 'OF STORM INLETS ANDi i�U/ ' 4. MINIMUM DEPTH CO R�FOOR AL UTIA ILITY MANS It OR LESS IN DIAMETER SHALL BE S. Station 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 18+80 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 18+80 G O v 000 L 1 ` •�0 vohb 225 E. Robinson Street Suite 300 Orlando, FL 32801 407.839.4006 Certificate of Authorization Number FL #3932 1 � .01 Key Map Vert. 0 2.5 5 10 Feet Horiz.0 25 50 100 Feet Ocoee Crown Point PUD Phase 213 Ocoee, Florida 3 RevvedP ay&OCU—nt O3/D3 17 2 Rev' P,Gy&Cony—"t O?VDL216 1 Submit 0., 0" of Ocoee&DCII OWD6MI6 oed9r by meanq TRH TRH ❑.we rs.e Construction Approval May 6, 2016 Vertical Datum NAVD88 Plan & Profile Street 'H' C6.06 James Hoffman, P.E. P.E. N 75623 R test DATE. Mar. 03, 2017 61975.00 6197500-PH28-PP-H-OCPP.DWG STA. 10+00.00 STREET 'H' _ STA. 52+90.70 STREET 'A' STA. 21+12.25 STREET 'G' II 1 f�,y� II � Cower ro EA7sr. ' so- 17 r -I Ub WA7MVAIN 0 SS -62 -221Ary�+ BORING F� .m 17L 244 'L4b eYV T 35 LF 1E-91.4] 7YCl 24'RCP 125 lF 30'R� LF L I h vies iY L j:p yy3 T e -lac SS- - 6 �$+ 5=0.20X 30o CP 5=0.13X 30•RCP 242 I - 6 AA ss t —�3X _%E+� 11 ---�— B•R 68• LF (x�0 //� �•J 1s RCP 5=0.3 5=0.8X C�/ _Saga N.i`v X121+ W I Rhe 11+00 12+ f PC �nTx� ___ PRC r 1 Vfrd ��• - J ASI ASI ASI p?i µ 2.25 R y� a 14+00 15+OBC I^- JS �� 7+00 18+00 PC 1 Q�O ii 7 48'RCP 1E-91.4+ 2 16 fl �x - 19—Tpt. 1 182 LF �. 5=0.07 1-fl�595 SD -2Q2 yi I CGIVNECT TO Sr �-2xl r L9O e632 ISI I45e2 15• CP 84 LF 30•RCP 56 LF SS 65 24'RCP 5=0.20. -212D 7 X-9517 5 t S. a 32 LF 48'RCP 6�RECLAIM Pe .O 5= i.38. 5=0.13X 24'RCP 5=0.20X -2e T f TEN1B7 le fY F T -1 [-96ss 51!-x1 1-9ass 233 Grqj ShWS=D. 22 Type 1 e' fl 216 T - GL �0-215 73 R 16/�n,209 11"" 211 y0 ~6Sie 141 SD-211I � 7 �-xl4 0S?Waim s 239 " 235 1. PROVIDE 3' MINIMUM HORIZONTAL SEPARATION BETWEEN SANITARY SEWER AND EDGE OF PAVEMENT. 2 WHERE GRAVITY SANITARY SEWER MAN CR0543 UNDERNEATH RCP STORMWATER PIPE WITH LESS THAN 12. OF VERTICAL SEPARATON, A FIELD REVISION APPROVED BY OCU WILL BE REQUIRED PRIOR TO CONSTRUCTION. 3. PROVIDE S MINIMUM HORIZONTAL SEPARATOR BETWEEN STORM AND PUBLIC OCU MATHS AND MANHOLES AND 7 MINIMUM HORIZONTAL SEPARATION BETWEEN PUBLIC OCU MANS AND MANHOLES AND THE BACK Street 'OF STORM INLETS ANDi i�U/ ' 4. MINIMUM DEPTH CO R�FOOR AL UTIA ILITY MANS It OR LESS IN DIAMETER SHALL BE S. Station 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 18+80 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 18+80 G O v 000 L 1 ` •�0 vohb 225 E. Robinson Street Suite 300 Orlando, FL 32801 407.839.4006 Certificate of Authorization Number FL #3932 1 � .01 Key Map Vert. 0 2.5 5 10 Feet Horiz.0 25 50 100 Feet Ocoee Crown Point PUD Phase 213 Ocoee, Florida 3 RevvedP ay&OCU—nt O3/D3 17 2 Rev' P,Gy&Cony—"t O?VDL216 1 Submit 0., 0" of Ocoee&DCII OWD6MI6 oed9r by meanq TRH TRH ❑.we rs.e Construction Approval May 6, 2016 Vertical Datum NAVD88 Plan & Profile Street 'H' C6.06 James Hoffman, P.E. P.E. N 75623 R test DATE. Mar. 03, 2017 61975.00 6197500-PH28-PP-H-OCPP.DWG \\vhb\proj\Orlando\61975.00 Ocoee crown point\cod\ld\Plonsel\Phase2B\6197500—Ph2B—PP—H—OCPP.dwg See Sheet bee Sheet Ub.Ub C13.01 Street 'H' Station 1 +809+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 2526®10 1 105 100 95 C O 90 LU 85 80 75 70 110 105 100 35 C O 30 d W 35 30 15 i0 18+809+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25226010 1. PROVIDE X MINIMUM HORIZONTAL SEPARATION BETWEEN SAHRARY SEWER AND EDGE OF PAVEMENT. 2 MERE GRAVITY SANITARY SEWER MAIN CROSSES UNDERNEATH RCP STORMWATER PIPE WITH LESS THAN IV OF VERTICAL SEPARATION, A FIELD REVISION APPROVED BY OW WILL BE REQUIRED PRIOR TO CONSTRUCTION. a PROVIDE S MPoWM HORIZONTAL SEPARATION BETWEEN STORM AND PUBLIC OW MAINS AND MANHOLES AND Y MINIMUM HORIZONTAL SEPARATION BETWEEN PUBLIC OW MAINS AND MANHOLES AND THE BACK OF STORM ND INLETS ASTORM MANHOLES 4. MDIMUN DEPTH OF COVER FOR ALL UTILITY MAINS 1Y OR LESS IN DIAMETER SHALL BE S. 225 E. Robinson Street Suite 300 Orlando, FL 32801 407.839.4006 Certificate of Authorization Number FL #3932 (/ / ,_-U.02 _ 01 Key Map Vert. 0 2.5 5 10 Feet MMMMM%� Horiz.0 25 50 100 Feet Ocoee Crown Point PUD Phase 213 Ocoee, Florida w.mw, Dec. ro>.a 3 Rrioed Per Gtyfl 001 comment 03/03/2017 2 Ps%etl per G'y&Caunrymmment 09,DIM16 1 S.b twctyoTOcoee8001 o5/06 G —VT by oWM b, LRH RH t.nMb Dile Construction Approval May 6, 2016 Vertical Datum NAVD88 F� r Plan & Profile Street 'H' Dr» law C6.07 6ket et James Hoffman, P.E. P.E. # 75623, DATE- Mar. 03, 2017 61975.00 6197500—PH28—PP—H—OCPP.DWG \\vhb\proj\OrI-do\61975.00 occas crown point\cad\Id\plansat\Phase2B\6197500—Ph2B—PP—H—OCPP.dwg 0 0 LU See Sheet 03.01 1. PROVIDE Y MINdNuM HOLOZQNTAL SEPARATION aErwEEH SANITARY &'AER AND EDGE OF PAVEMENT. 2. WHERE GRAVITY SANITARY SEWER MAW CROSSES UNDERNEATH RCA SIORMWATER PPE WITH LESS THAN 1Y OF VERTICAL SEPARATION. A FIELD REVISION APPROVED BY OCU WILL BE REWIRED PRIOR TO CONSTRUCTION. J. PROVIDE Y MINIMUM HIXIZCNTAL BE BEIWEFN STORM AND PUNK OAU MAINS AND MANHOLES AND Y MINIMUM HORIZONTAL SEPARATION BETWEEN RIBUC OCU MAWS AND MANHOLES AND TARO: BACK Street H MINIMUSTORM INLETS AND ER FOR MANHOLES 1 7 4. MWIMUM DEPTH OF COVER FOR A11 Ullltt MAWS 12' OR LESS W DIAMETER SHALL BE Y. Station 25+10 25+50 26+00 26+50 27+00 27+50 28+00 28+50 29+00 29+50 30+00 30+50 31+00 31+50 32+00 32+50 33+00 33+40 110 105 100 95 0 m 90 � d w B5 E 0 u .a 00 hbs 225 E. Robinson Street Suite 300 Orlando, FL 32801 407.839.4006 Certificate of Authorization Number FL #3�93.2� x.01 �K-'ey Map T5. e 2.5 5 10 Feet Horiz.0 25 50 100 Feet Ocoee Crown Point PUD Phase 2B Ocoee, Florida 3 RowedP,Cty&OlVmmmene 03/03/2037 2 Rer'sed per Gry&Gwnrymmmenl 03/012036 1 Submitro Gly or Ocoee&CQl OLa6/1p16 JRH MRH Construction Approval Vertical Datum NAVD88 -May 6, 2016 Plan & Profile Street 'H' 90 onmm3l„r,,, 75 C6.O8 25+10 25+50 26+00 26+50 27+00 27+50 28+00 28+50 29+00 29+50 30+00 30+50 31+00 31+50 32+00 32+50 33+00 33+40 James Hoffman. P.E. P.E. # 75623 DATE. Mar. 03, 2017 61975.00 6197500—PH28—PP—H—OCPP.DWG E a EE m' 6 w \\vhb\p,.)VrI.ndo\61975.00 .case crown palm\..d\Id\Pl.ns.t\Ph.ee2B\6197500—Ph2B—PP—H—OCPP.dwg see sneer C6.01 STA. 67+41.54 (L STREET 'A' = STA. 10+70.32 � OCP PKWY EXT. Ocoee Crown Point Pkwy. Ext. Station 20+00 I—.- I. PROVIDE 3' MWIMUM HORRONTAL SEPARATION BETWEEN SANITARY SEWED AND EDGE OF PAVEMENT. 2. WIERE GRAVITY EWER SANITARY SMAIN CROSSES UNDERNEATH RCP STGWWATER PIPE WTH LESS THAN 12' OF VERTICAL SEPARATION. A FIELD REVISOR APPROVED BY OD1 WLL BE REOURED PRIOR TO CONSTRUCTIGL 3. PROVIDE 3' MINIMUM HORIZONTAL SEPARATI BETWEEN SIORM AND MIC ODI MAWS AND MANHOLES AND 3' MINIMUM HONZONTN. S PARARON BETWEEN PUBLIC ODI MAINS AND MANHOLES AND THE BACK OF STORM INLETS AND STORM MAt81aLES 4. MINIMUM DEPTH OF COVER FOR ALL UTILITY MAINS 1Y OR LESS W DIAMETER SHALL BE 3. 225 E. Robinson Street Suite 300 Orlando, FL 32801 407.839.4006 Certificate of Authorization Number FL #3932 -06.02 /ALlo Co. 03 00 i EiL ml l .0 6 is'92= 2 T o Key Map NITS. ,V Vert. 0 2.5 5 10 Feet Horiz.0 25 50 100 Feet Ocoee Crown Point PUD Phase 2B Ocoee, Florida 50 115 3 Revued perGry@ON owrvnent M3/2D17 2 Revised RrGry &Conry mmment o9A11MU 110 1 s�arylmary=t at«esacv os,.s/2o1s —g— a o-dd a JRH JRH t,we r>.x Construction Approval May 6, 2016 105 Vertical Datum NAVD88 c Plan & Profile 100 Lu Ocoee Crown Point Parkway Extension 95 D.rnh, NurM 90 C6.09 85 1� er James Hoffman, P.E. 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 P.E. # 75623 "4 -- DATE- Mar. 03, 2017 61975.00 6197500-PH28-PP-H-OCPP.DWG \\vhb\pm)\OHand0\61975.00 Ocoee « awn paint\cadVd\Planeel\Phase2B\6197500—Ph2B—PP—H—OOPP.dwq 1. PROWIE 3' MINIMUM HORIZONTAL SEPARATION BETWEEN SANITARY SEWER AND EDGE OF PAVEMENT. 2 WHERE GRAVITY SANITARY SEWER MAIN CROSSES UNDERNEATH RCP STOtMWA1ER PIPE WITH LESS THAN 12' OF VERTICAL SEPARATION, A FIELD REVISION APPROVED BY OCU WILL BE REQUIRED PRION TO CONSTRUCTION. a PROVIDE 3' MINIMUM HORIZONTAL SEPARATION BETWEEN STORM AND PUBLIC OOl HAWS AND MANHOLES AND 7 MINIMUM HORIZONTAL SEPARATION BETWEEN PUBLIC OCL MAINS AND MANHOLES AND THE BALL OF STORM HEM AND STORM MANHOLES. 4. MINIMUM DEPTH OF COVER FOR ALL UTILITY MAINS 12' OR LEA IN DHAME710 SHALL BE S. Ocoee Crown Point Pkwy. Station 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50 29+00 29+50 30+00 30+50 31+00 31+50 32+00 115 115 110 105 0 100 w 95 90 MIMES= ■■■ ■■■■■■■■■■ ■n ■■■ 01111110101 jjp■■■■■■■■■■■■nC■nCCCC■MMEM■■■■■■■�EE■■C■n■C■■■■■■■■■■■■■■■n■■■�■■ ■■nM■n■■■■■■ ■■■ ■■■■■WWn■■■■ CC■■n■''C�■CCvCC CIMMEMS■.v■mE ■Mn ■■■■■ ■■■■■■■■■■■■ Nm=m'MEM■C ■■■■ C■11u CEM ■■ C■ CC ■■■G■GEMEMMECMEMEmC: ■WC■ ■■W■■■■■W=■ WCCCCCCC 10 MOMMEMiEMEEMvMMMCn■■M C� C■C■iiiiC■■ni■■C■C■C■■■M■C■CC■:■ C-C■■CCCCCC'CCCCCCCCCC::CCCC.CC'n.CCMINMI Mrmo111111111111-MMEMIL ■■■■M■■■CC■ ■ mE■ =00=0 ee ■W■■■W■ ir�OMi■�■■ ■■■■ GNEEM■■ � ■■■■ ME ■ ■■■ ■■ ■■■■■■ IMENNNEEMMEMEMEM0 ' SESSION mom . ■■■n■. C■�C■ ■■n'CC■■C�■�C.■■■■'■ i■u/I■i■■■ :■ rol.11lll�m�■■■��y�....ns5�57'� �i�■�QnW■�■■W� ■■■■■■■■n■®��MM�ni�■1�■0��Lrr�r�i M"l��iC ■■■C■WiC■■i■■C■■■■■W■ �■n"■n�C■i■■�C�■CC■■M�■■■■C _ ' K09111110�C■ �- M'a CCCMOMM NONE 'C0 vl■P■■M�■■W ■ Mn.■■■nM MENEM C■ nW.■■■■ �■1M■C■OMoEM■�CE�■Wp■■■C i��■.CCn■■ I■■■imCiCiC nW■0■■ ■ Niiii CC■C CO■inSO W CCMESIM CW��EEOCC■C:■CC ■iCM�M ■NI1EMM■........0 C CC■■■ ■■ iu■■■i■■■■■C■■WC ii■i CMvOMMMMEpNMCC NIEMM■■■ ■■■■■ ■W■■■■■■ CIC■ iiC■■iC■ CMEEMENE Mn■■m■■■ C■■C■■Cio■CCCC 'WC■�ME■■■n■■■" CCCCCCi■iuC■MIM CMEM n■ ■■■■■ 110 105 C 0 100 w 95 90 85 85 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50 29+00 29+50 30+00 30+50 31+00 31+50 32+00 E O u s 1 x.0000 0 hb 225 E. Robinson Street Suite 300 Orlando, FL 32801 407.839.4006 Certificate of Authorization Number FL #3932 J/ 1 0.02 vn- rm� �m, � - .m Key Nfap N:Ts. N, Vert. 0 2.5 5 10 Feet Horiz.0 25 50 100Feet Ocoee Crown Point PUD Phase 213 Ocoee, Florida 3 RevuM perGry&ON mmment 03/0]/1017 2 Ferhed per Gt/&G tf—nt 0?N12016 1 Submitro Gry of Ocoee&OCU OS,DUM26 D"-by JRH JRH Construction Approval aMay 6, 2016 Vertical Datum NAVD88 Plan & Profile Ocoee Crown Point Parkway C6.10 —1 et James Hoffman, P.E. P.E. N 75623M„� DATE: Mar. 03, 2017 61975.00 6197500—PH213—PP—H—OCPP.DWG \\vhb\proj\Or1ando\61975.00 Ocoee crown point\cad\ld\Ploneel\Phose2a\6197500-Ph2B-OT-FDOT.dwg r rym A b a rtap� aAmllRm, b,A 1 s•aa ' Prmr,mNr Ass A •s'� er 1—stlk, A -u 'Jay m SVAI AA ,1W�A.tlBNYvel1— B .see Stl/m A Abhr.1 Aj%—.Z T C.e LE ,,M erfae Wel.. Yae+Ne. PJE TOP SLAB RFJNFOW80 STEEL DIAGRAM ITJ Aba Nru—I la 4 ALTERNATE B d Bas A SAP) rU rs<e swarm a-B1rz .0W, 8-8 n ATE, Proraa «kn nlNamvW ems .Aro v °�, apMLq v E- °S Bao Brr P AAfIIMY Br,B - { cmrppo4 aura S a —A Irp sprcw rvNMNI _—j •Spew lm SbD• BeN4 m NJa ave!. � S AaNTrb.IReWa-tlq I ( ReW ,blraVel rvl ReWUGa �� .see T°Nel $s g E rye r is e>i 2 SP,aN4rfuea InA awMe pv Hse ro Go Ne1m )w fMM4n 4 av(pev oI ararwW P /M/lbnleae A • s'0.C. res°:. estl'a0a, eel Jwr rvfemelmpe arm marle�mgi'fv aa''/� N Ih Nl.� TW SLAB REINFORCING STEEL DIAGRAM s 4 ALTERNATE B d 3 .0W, 8-8 n ATE, Proraa «kn nlNamvW ems .Aro v °�, apMLq v Ji'rilPl g' lHr4mrorea, 3 3• vulva mtlm eaN b m,f fM Uw v wlbvl { cmrppo4 aura S a —A p yg •Spew lm SbD• BeN4 m NJa ave!. � S AaNTrb.IReWa-tlq I ( ReW ,blraVel rvl ReWUGa �� .see T°Nel $s g E rye r is e>i ALTERNATE A 6. S/r,Wa dMm, �v/ a ay)udlm v/q e e Wer apt TAe /, Y, ]. 1. 5, a.9, W C, tr4 ALTERNATE B SECTON A -A a•, e'AOTE, YM Ilv Wks vwehr d e re,a YnWe 4 oM wry maale P A,4M uku b,r/�erebn N X•e plea v vMr ebMW dw6gr..Vl. B ,M1rWe tl�'%b .0W, 8-8 n ATE, Proraa «kn nlNamvW ems .Aro v °�, apMLq v M rove IM r -r Aver Ma l4 meelm N 3• vulva mtlm eaN b m,f fM Uw v wlbvl IA• vin u Im ,1M. I4 Im b IM vru5re P r4v.gYlb mvn,dN atenBm b Mr relerrmml haHef b flu mWm vtl Prerak Me rm Y relNammnl ekh re» mmN v J' •Spew lm SbD• BeN4 m NJa ave!. .aura 4mpp v rvm'ed 41M mvla} Ob. YU/v cF �� BDrrtat 1pT6 Tm ska RaW S4P'eva,Nm A b d AT Ta• sW 6=.r eggv,9v xd ft' s `� Yrm/errpvy 9Yr xer O'JMf MTEr YUkllov /n Mss try arutr/av rlRb pU,JnN, Jtl ro If. Epmed, mpea,v. o• any I{' J{' sJnP xeY �ZLpIhnY9a9 all MM Skd ReWaNm Ar eOTTGV SW SLAB TO WALL DETAILS FOR PRECAST ALTERNATE WITH 8' WALLS VW 1. SlaLLrd M,vwe 4Mw f0' awlM N a'lU 1.1 AIM 6. 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IUIIANLvs sJ regrvrm+l Ue rr e,/br nlnlercN mH-M-pM rrewY move wrl, corp MYPurer vmAP uN, my b Rmbtea 2 SP,aN4rfuea InA awMe pv Hse ro Go Ne1m )w fMM4n 4 av(pev oI ararwW NM W4 N ¢mMn NM ,I/M AS.TJ/. CAB Np ro %' T.vltpll°a B. fr¢ r rM AOAmrs se ,p.Hrsplry rep,IrN. reb/a,pmnl kP W YaD Jwr rvfemelmpe arm marle�mgi'fv aa''/� N Ih Nl.� abllb eRWpY edrdewY. Q a,nr Yvpef rM yN/IM rbMaa e/ b aMIMN v IN mll� ,yIM von Ibrr Wh vll/ml met b Itlwa1 Me levUly b Nllly m,I Jx 9M 4 T. ertl _.W flkMwr m n/NomoN ve r°r port sv ®f M Aber arh,.vaa TmWlbPab v Gem Baavel 9. MeleelLre W/Ma I{'vnWa aUWere eMurW ,bun ,mplr bW win abnb /uNY,N v na atlBlrovlavl a Me plvlowr. lover MemYeAwllr mnYrep4p AMumleBwXi r/Mel gpewla/W , AS.Tll AST.Y b ur Cm+r4 m gw/fIN N f.9b (+000 I � �UJaay v,PA,v rN' b lgpM a aples dTYZ, fr Blau � v BRMrrr. Tar tlr gplly M M4 Mu mN• Nllm vClvla4CM Padve4 Npaarl llus ee�ltlrtl b pwle vMY, Ue w9er IAe iMrbd LperalM 1XrcMveY /P AL l„yPlAn v Peal arslrupe lmLeh. m°� H. i um�eum1. my Ap. h /,mer N arn, vtl, (r afpl—.y .... rbc % k ra 4 ahllMN ®rtlMB M Ya4+ AaA la. t TOP VIEW ra• o- Jb• �T N SECTIM TYPE I FPYaM/u I I_I b 70P WEW r ra•o- Jo• 3' u WALL SECTA7N SECTION TYPE IC Fr O,L NeN Tlpv I. P. J. L a 2 -PIECE COVER BYw tr DepnaN 2• hVrN berpeav tletlMkefan {eXer PNA-y IAVe • Yin -9a Si+la TLp NEW 2 -PIECE COVER CAST IRON FRAMES NOTES (FRAMES, AND COVER) !a, BY ar 4 ro b uN /v Ullrmrs T)prJ.II.2Paa Ih P-PIm, CPnr. atl 4 /q rwAta.„I my /r d/perM yode %rldMrb elm, 4Y1r4a'rA Tom%a°erlp,S-1tf, Ra m.41A, rvbaaWaU /p &(yM /rmw vXA / ee� �,. �a'2 �( yrn�fplhx'md,Wr 61,WM� deur ,tlN , aY//pYy m'le1 rd 4 Lw1, pav p w mwnbvy A:tlm 41m Ergmer. L N, Mr r-0' aU, wlm 1!, E -Arm au h tllN /b N ,h pbr. SLAB DESIGNS - SOVARE AND RECTANGULAR STRUCTURES (ALL SLABS S' THICK - REINFORCING PARALLEL TO SNORT WAY AND LONG WAY) DEPTH I SCHEDULE I DEPTH I SCHEDULE Sflfr f-0'• 9rEr e',e' SME. r+r 9IEr 8'+r DEPTH I SCHEDULE I �� I SCHEDULE 9IEr 9M,r'r SREr rrr REINFORCING SCHEDULE aERF21L !HIES MADE ®STEEL A SkY rlWaewml4 gpep•iafe ry hp. glbmJlve. vd mllpa tHa. SWEDYLE A9la�E FABRIC) L Sla3 Bmq l° evavN /,a fWMm prds b faa v ra> Bf'//I J.rv/aWm AplA4awvNalM /rovlM trJroa ,tle /r LuvW A 0.10 B aPf N fb lap > M° fefU+vAve am /: r4rre. C 0.A f.rd/4yA4 f4 AMm them tap vlWUabero WA+e dmperrM 0.9 E OJJ i IYlvm emmgl r-0' npNn a rLu_V Qeryu F I.qS 6 eve omtlre, Tn bare-� � /'rm�n L ♦♦ rRa sort.. •-� !-� se. Torre Fp lrrer. rM bvRrl I � b� (4y£ au Bpy IlvNliR. A AN. MY Am raYb Catl SM Ot SINPY BaX {'e , I' Bh J-,_ o- TA -curse I SM,pY Ery eeH SM AbHTp Tn-TNN, ren TAb u Abr. rM Allvmla 6 Pvr h mm/f,m,lA, dlvm,mX, ah, YrduaW s'N, rMllN prMN1e0 d ®gays M wmJlai/ev IU Ih Pare. o,rl a eTe urn ma win a 4 ppMee m w mnrtlwR Plm rr 4,e/x EYE BOLT AND CHAJN REOIIREMENTS M� I)ae � G f�Mn Ihallb 1 R,eb 1.14 PJ .Yell f -r C s P I. s P B 4 Sae L rs reo slae tr 9w. L L n 5 ®rc• p9 a X." PJ2 C r -r e I r-fi• 9Ak L $a!n Y 8 9Ak L N p P p{• f bve N Slae I s I rm bve cr. bnr. rp a° FM care EA I ,fi FI b9aeL I swe 2N J f-0 S/ae L SHORT -WAY I LONG -WAY DEP H SCHEDULE DEPTH SCHEDULE SMEs r, r WALL DESIGNS - RECTANGULAR STRUCTURES WALL DEPTH I SCHEDULE I DEPTH WALL I SCHEDULE 9IEr ra SIZErY4 92Er r -r 9ZE 414 WLa IaRIAv a emalrt nrl. Premrl,I,wA,er S-rrJE• qLe mel NM e• cert+ a hpN v 6. S<e Me+ ID SLAB DESIGNS - ROUND STRUCTURES SLAB SLAB REINFORCING DEPTH THICKNESS (2 WAYS) SCHEDULE 9ZEr J-fi' 51Z£r 9EE. r -o• 9IEr d -r !bush tr I' bNi Sw Able J. rah �� rY Je0'T LYvm� Law a 4 r -e• vin. irga • 6mr, > � � r Yp. � r ° /I'OPHaW xq {' iLYkawp JStrfOa. Ja„Te WM ~ r-B•Vu. 'wan BR/ CK ON CONCRETE I N N. J-fi•o-fOh I SECTION PRECAST CWCENTRIC CONE PRECAST ECCENTRIC OLVE Nve, Sea SIS OulH.r ink+ �. TYPE 7 TYPE 8 EYE BOLT AND CHAIN FOR LOCKING GRATES TO INLETS °nal N VIp SM T°YaM Fdalm fp AP Fa. Bwpm bPAgaXgdVow SAD /N e�/b .cur's! p,rall Uavlp d a,a+lap vMuv mnr MUNI / Plpe, 4' fnlwl Alq Snfa MANHOLE TOPS NOTES ( TOPS ) /. Ymble !m Tlpe ] .lir ab/Im v CFm IIrwefe. aw.r. m mwnN ro Asry cas m/ 4 maw r Psml vNr, see 6menlMde Ah J. 2 YagYe .1 T- T—waryrym//b ar ahb-phvp Areal aMnUlat 7k pnlleT 11 /> prmW Apr aq m Vm v abreY. Frain ata rbD mmYp a ro z Yww. fm Tor e � a worn-m-pM PP-amf mW WN r bks mrtlrWlaa Fp avUeh twfM l�, lm M, atyvfe � call m,�M raelrk ams ,ar 4 ores 4 � • Imr Ya/I4 rmrN b MWre, 4 m1/eq, r,p11m HNh a YRnn m SAeel ] °/ G S AM�Ap/Cn.WIHnl uearnrav tlpn ,, a retlxr. DESIGN NOTES L IVJaIe rop yin 6 Yaw 4 meevlN N I4 pb4 rM dmee s'nen alae a b mYaa(ud. It— rrm RgrhN m balN TOW mBm senor SYL IFIp //NX Sup TOP VIEW E' /b4tl tr OePeuN amrnxmMa Lehr r,. i� Ob. YU/v cF �� I r-w"T0" r XXxX Na a ttva, A—d. r, r, r £IXv Fm -le P N4 laX/ad 12 NP• �4N b0epeaer WALL SECTIM SECTION Cerv+B IwIM Ab rIMUf R/v TYPE III tl�'.nrcaaar T"0 �° em eorTav WLw a.Yer. _ Fu NL bfetl .fpm T L B N $ yLT r -.f r � J' J' r -a!" hrLpravl r I{, SAMrO SECTION, pa' r COVER FOR ALL FRAMES WEIGHT OF CASTINGS Fraae ra•ERga SOPfMgt �I Y -Pleb Cau pva. m,ae tea I IX L4. BT fda ffi Ib ,N Ib. PID fAx 4a Nx II ,61Y IID flR P55 to 1901M ffi lv. ,Alda 9 Ib. M Ib. EO Ib. Flt fN. ffi •a0 W. 2 -PIECE COVER CAST IRON FRAMES NOTES (FRAMES, AND COVER) !a, BY ar 4 ro b uN /v Ullrmrs T)prJ.II.2Paa Ih P-PIm, CPnr. atl 4 /q rwAta.„I my /r d/perM yode %rldMrb elm, 4Y1r4a'rA Tom%a°erlp,S-1tf, Ra m.41A, rvbaaWaU /p &(yM /rmw vXA / ee� �,. �a'2 �( yrn�fplhx'md,Wr 61,WM� deur ,tlN , aY//pYy m'le1 rd 4 Lw1, pav p w mwnbvy A:tlm 41m Ergmer. L N, Mr r-0' aU, wlm 1!, E -Arm au h tllN /b N ,h pbr. SLAB DESIGNS - SOVARE AND RECTANGULAR STRUCTURES (ALL SLABS S' THICK - REINFORCING PARALLEL TO SNORT WAY AND LONG WAY) DEPTH I SCHEDULE I DEPTH I SCHEDULE Sflfr f-0'• 9rEr e',e' SME. r+r 9IEr 8'+r DEPTH I SCHEDULE I �� I SCHEDULE 9IEr 9M,r'r SREr rrr REINFORCING SCHEDULE aERF21L !HIES MADE ®STEEL A SkY rlWaewml4 gpep•iafe ry hp. glbmJlve. vd mllpa tHa. SWEDYLE A9la�E FABRIC) L Sla3 Bmq l° evavN /,a fWMm prds b faa v ra> Bf'//I J.rv/aWm AplA4awvNalM /rovlM trJroa ,tle /r LuvW A 0.10 B aPf N fb lap > M° fefU+vAve am /: r4rre. C 0.A f.rd/4yA4 f4 AMm them tap vlWUabero WA+e dmperrM 0.9 E OJJ i IYlvm emmgl r-0' npNn a rLu_V Qeryu F I.qS 6 eve omtlre, Tn bare-� � /'rm�n L ♦♦ rRa sort.. •-� !-� se. Torre Fp lrrer. rM bvRrl I � b� (4y£ au Bpy IlvNliR. A AN. MY Am raYb Catl SM Ot SINPY BaX {'e , I' Bh J-,_ o- TA -curse I SM,pY Ery eeH SM AbHTp Tn-TNN, ren TAb u Abr. rM Allvmla 6 Pvr h mm/f,m,lA, dlvm,mX, ah, YrduaW s'N, rMllN prMN1e0 d ®gays M wmJlai/ev IU Ih Pare. o,rl a eTe urn ma win a 4 ppMee m w mnrtlwR Plm rr 4,e/x EYE BOLT AND CHAJN REOIIREMENTS M� I)ae � G f�Mn Ihallb 1 R,eb 1.14 PJ .Yell f -r C s P I. s P B 4 Sae L rs reo slae tr 9w. L L n 5 ®rc• p9 a X." PJ2 C r -r e I r-fi• 9Ak L $a!n Y 8 9Ak L N p P p{• f bve N Slae I s I rm bve cr. bnr. rp a° FM care EA I ,fi FI b9aeL I swe 2N J f-0 S/ae L SHORT -WAY I LONG -WAY DEP H SCHEDULE DEPTH SCHEDULE SMEs r, r WALL DESIGNS - RECTANGULAR STRUCTURES WALL DEPTH I SCHEDULE I DEPTH WALL I SCHEDULE 9IEr ra SIZErY4 92Er r -r 9ZE 414 WLa IaRIAv a emalrt nrl. Premrl,I,wA,er S-rrJE• qLe mel NM e• cert+ a hpN v 6. S<e Me+ ID SLAB DESIGNS - ROUND STRUCTURES SLAB SLAB REINFORCING DEPTH THICKNESS (2 WAYS) SCHEDULE 9ZEr J-fi' 51Z£r 9EE. r -o• 9IEr d -r !bush tr I' bNi Sw Able J. rah �� rY Je0'T LYvm� Law a 4 r -e• vin. irga • 6mr, > � � r Yp. � r ° /I'OPHaW xq {' iLYkawp JStrfOa. Ja„Te WM ~ r-B•Vu. 'wan BR/ CK ON CONCRETE I N N. J-fi•o-fOh I SECTION PRECAST CWCENTRIC CONE PRECAST ECCENTRIC OLVE Nve, Sea SIS OulH.r ink+ �. TYPE 7 TYPE 8 EYE BOLT AND CHAIN FOR LOCKING GRATES TO INLETS °nal N VIp SM T°YaM Fdalm fp AP Fa. Bwpm bPAgaXgdVow SAD /N e�/b .cur's! p,rall Uavlp d a,a+lap vMuv mnr MUNI / Plpe, 4' fnlwl Alq Snfa MANHOLE TOPS NOTES ( TOPS ) /. Ymble !m Tlpe ] .lir ab/Im v CFm IIrwefe. aw.r. m mwnN ro Asry cas m/ 4 maw r Psml vNr, see 6menlMde Ah J. 2 YagYe .1 T- T—waryrym//b ar ahb-phvp Areal aMnUlat 7k pnlleT 11 /> prmW Apr aq m Vm v abreY. Frain ata rbD mmYp a ro z Yww. fm Tor e � a worn-m-pM PP-amf mW WN r bks mrtlrWlaa Fp avUeh twfM l�, lm M, atyvfe � call m,�M raelrk ams ,ar 4 ores 4 � • Imr Ya/I4 rmrN b MWre, 4 m1/eq, r,p11m HNh a YRnn m SAeel ] °/ G S AM�Ap/Cn.WIHnl uearnrav tlpn ,, a retlxr. DESIGN NOTES L IVJaIe rop yin 6 Yaw 4 meevlN N I4 pb4 rM dmee s'nen alae a b mYaa(ud. It— rrm RgrhN m balN TOW mBm senor SYL IFIp //NX Sup a i� Ob. YU/v cF �� {' 6aNmlhe lhY,ve CbM Na a ttva, A—d. r, r, r £IXv Fm -le P Po Yamvy Nps a Sh,v✓e bW �'\^dPKe LWtlm 2' Yhl AOJE, SrrT d/Nv eePrm''kl, f:Yl,rgeh am Intel yper. Plp b 4 pore CW lU Ly mMm a b L•:Lr.W m tae mr/rvd ulI 4 4ParMW aWu Mkv /U anW,. m 'p°SUMP BOTTOM d 31tpNe 2, 6M lYP. P' Sell m9rrtl a L"Pn FI. rYNI e�1Nry � 4�b� �., emnm zine. I Aar., m�ihxfpn, norm. ed m,emwna ro 4 mmN w eb WI Par /a-b4lr. See Ne+Na •QE /u rv,vilmehvv blv. TEMPORARY DRAINS FOR SUBGRADE AND BASE Kele. bvul a mviv v Jr Iswe-CUWYIrNe w w Cka Cavale. ina AQ STRICI,RES IIN(E55 EICIYOFB Br SPEaK BEIM. ALL PIPE TYPES DRAINAGE STRUCTURE INVERT 225 E. Robinson Street Suite 300 Orlando, FL 32801 407.839.4006 Certificate of Authorization Number FL #3932 Ocoee Crown Point PUD Phase 213 Ocoee, Florida 3 Rer 0,,Cry6aCUmmment 0103!2017 2 Reread perary eerwnrymmm•nt a9Nl/2016 1 Submitm GryaFacvee&DCII 05/O6/N16 0a4aa by aaam b 1RH JRH Construction Approval May 6, 2016 Vertical Datum NAVD88 Standard F.D.O.T. Details C9.00 9wt el James Hoffman, P.E. OATS Mar. 03, 2017 61975.00 6197500-PH2B-OT-FOOT.OWG \\.hb\p,.j\Orlanda\61975.00 oaoee crown paint\cad\Id\Plonaet\Phaee2B\6197500-Ph28-DT-FOOT.dw9 L L PLAN L PLN PLAN Yr Pa sT Y ar. T �- { d bra { M•r ® L .• �. j a: Atha � L SECti T/64 PES` SECTION SECTION ,io •a-.•aea as TYPE r. 0 TYPE E -r wa'rp flmya,YwPp so-. R,®mlr w.rr Pp sa.r i:� rir a• as :o .'::r aP.i'w INLETS '• r mu w e�eF�E,r�iF ~T� -4P I rIL �F� T HALF SECTION CAST IROH GRATES �u TYPE C TYPE E I.— V•w m — bwr. r.W •a ra CAST IRON GRATES br„ T ma•hb' Pi PLAN �e /.P • Y.T' /.P pr. 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TASTY vs Ne � e yre, Maaswne, w,w....r rr,r r am�er e p Pp m,.. ewr•wartWmemY w mem r em,. ew rs. r Im mvr r reN. ww�e W a �Ife mv,h aMb RW ar. ab o.rAw /v /bq w rgb,aarra O.rnrbv eMr Tea swawb ro. sr. m.ame F.ybe>. roY brPry wasrimedpase eaeraeTr •srbraw,ay beer w.r wawlr �p Pw.e. bAY tlelb A. reNn••h r Sa,M 9• -LS rp SWN Raef>MISTr q-APy W,IL rmm,N, bY..e ,rq b Na e,YerrY � � a.d�m.svww n rrymw, b arm e.r�"Iee MNr wvrraaprwm3..rrm, Err aawas .In aeeraSNb _.... Wap web v MgeJlm � rveerH Wr dY,D1M Nw. . AeNeer ®ep Man, m eNmw r nA LaPo 4e r ler TeaYa,ee exa.N pee, b r eePW r Ile melnruV, sb fr p Erre M •vM m,yrr mtla 4aVW lrq,e, e,N,cw era. rue r.Wre merbw �� srr,relnrr,we Pem LMWrerbrr rNrrela mMmWrab rw�eN.rl.��r. �e wnr.smmrN wN.asl mreae.N tir.Nerm,r wale ab rr,a sm. ew.n. 1 ��brdrb mrridtl•em MrreNWpW vrlmlM hrpefrbp Fe7pr.r Nb e•pb - -P1sa rle 4.Wa i [banl, N iW M uW- h m+Ywr Wlab IVCW ! (such lY,RMnw•/. n. Wesly Nrlb w w.•qY w r p w1 4 N wrap e.Tvm p Heel e+f rtlMr wrr aNea b Imo rM w eoe arpr, ape rrw wY, C•I r rµrrtl b M M Ipr H rwr+a .epmmeeayrm .le ear x,. ev.%v�',•p:�',.,w .f'®`nr'wre�n�irrw.p,.rm. smv savb.sr. DESIGN NOTES Nur Mike rte tls,sTe m wrm •vr N ecu Ieb I,ertlM, r� Merbe/ eC s rHllq Het, b Nr mr rW Y e4v Nv,wM wNh, v' Ne'r,rr a wAW eama9 u Nye m Sae,WY Mayr mp rW waNr. p fr w, rw bNr,ePm. fe� �a rr sanrw ran LW naive mvvaN+'r w.Ne wee � N.e e a rba rq. �prer ]yPe z s;..eenPaA6M ! I�WI rTP. a s1..,rNwAmn f F—A y d •6 G•a • 9' 4 reb. Mer See 5. flelNxp ��'�" ff + oeplrTm sneer. + See SM ReWnNne � f ml,l f Wr/ eepll RL SYeI. � - 4 �' w p R 6• F R R • . B evf m OrD •6 Bre i N LPori Y fee m Gr6 •6 9va • 9 L-A 5' • Cbrefe 9PpeI roN INLETS TYPES /AND 3 LALa f a PLAN (INLET TYPE 2 SYMMETRICAL ABOUT f) PLAN (INLET TYPE 4 SYMMETRICAL ABOUT r ) •e ma o 9' S4 •6 m -a p4 re e. Pw urN m wn mv/MNn re e• rola re tv rob emrr mnler ewrwpe re ea rok �� FtmILlFferr 016. FwNGI B. F.L. s! i • m •a e,+r F� T m •6 e.a ISA 5' a Gwen 9gpoH W,I e, ny,r f phr TTT •6 M o 9' SECTION BB (INLET TYPE 2 SYMMETRICAL ABOUT (I SECTION B8 (INLET TYPE 4 SYMMETRICAL ABOUT r) INLETS TYPES E AND 4 SLAB REINFORCING f0 r.y 1-0. GENERAL NOTES r r-6• F I. m. fpmq ew ePp N p Wel hR .. see xeh } rarer. i t3 I 1 L emir a%rp°i'em�"erroai:ifvn.,"'i,.-.:wr Na. a '7, ro,I X�!aP'•r• 'j • ? J. N/aleel p ,Nef (� Wll wry l� .antes eenr WeN Qanbe anon /Vel fMe NW a exnr ml -N -else a 6' mreM P' -a• - myt eavel� Y BwN. 6' e;r. tr L 4-0' a mvmam N b4pllbrliC b�"lep rim' ny6gM 6 Fd aplmmbe,Wb e,r Mrr My ID. D/YENSIONAL SECTION dMENSAONAL SECT,UN 5. ah mre mnNr aa1 •epo-rrl/a am-- ). reu• pNh yr b a uN rrM Oro W 6rlr TRra F INLETS TYPES I AND 2INLETS TYPES 3 AND 4 a• s• T}' p .s Tq e.. m F. moa enabb N PN•YnA waww•a mwa as m. a —ku aflm„ a mr x zm rpk• 7' JI••e 6elrro Eva Y'!C•eNH /m Wrla ayhWWfpp lm W,la Rv np-I.Eei ��tieA`yarn •L MSWkn 7 Mlee bt Fm T-6' SlnCue eNN. •e [bn • 66 tlt•Fr f-0' slreMrr &eros 9' Chs 6 5• �6 Nr • 9' Cha r9• n' 0 a, L, )} £ . �fYaemb• Saw o6 Bva • 9I' Cha. • 5• •6 , 6 eaa o 3Y Cha .6 a y � 7 an / M &aa 7 ewe r- 9eM Vq• BeM Yryr /-0• •1 M• • 1' Cla •� tea • e• mer. '4— e• mn. I_ S-6'OWer i f -m abvew 4 REINFORCING SECTION REINFORCING SECTION DIMENSION & REINFORCING HALF SECTION 3'-6' DIA. STRUCTURE BOTTOM (SECTION AA) 4'-0' DIA. STRUCTURE BOTTOM (SECTION AA) TYPES A & E CURB (HALF SECTION AA) (TYPE E GUTTER SHOWN) TRANSVERSE SECTIONS FOR INLETS TYPES I, 2, 3 & 4 FYa•weAne /-IDfl aa: samaPMa YR e.s s oxer v�e,Wp, �B A rc' I're xrnl P i# 1�jrca ar G,e N P ]k sq. �_ �—I-f ze �6•Yln# i T1 r A —B C I ea• ,� ElTa.mrorl. £LN' ea. m1a.1�. £L�, ca.mro,r. £ ire up. mear.Puv / wnry Gmer G.L Aro om,r TYPE E PLAN lE' r-fi• SJ ,Jw rray. S TT ),ma rN mGre`�� rNmLaP� � rN mGre� � rmmG•e ��;P. P --rr P�/rf PI�IrE Plr>FIIE P/O�ItE TI•Sp. i )I. SN. i P ISL. 6'vW- I e•YW# I J]. FLARED END STaAMHr ENO FLARED EMO 57RM)M END I Tc• ,� za z p CURB TYPE A CURB AND GUTTER TYPES E & F SECTION AA CURB AND GUTTER ENDINGS 6• nes /-n• /- , TYPE F MODIFIED F CURB p• 9reav T W Spe m Poveemf q P # �y I s I JL.� pypy//��//nl��Prna JJ�I JY� �-. aPremse.m awrPT sa�aF�r, rruum F �� ]I 5b. °•YN �K,� pYWL. O'Yln ��T_ �Y•,. O,Otr LLOL qMv. I x �6'•Yln# I_J_J�6'IYIn# L�JJ -L_ SPR Yrlea IT-s-•�I I I_ r.y I TYPE E TYPE F I s-0' xa., re a rvH r a7arwa,0. oeere m sman� Fie,me roN. s£crIOx as oAtiw CURB t' spb,Y shear un. r ' # Feng e.,. Iwr,.,r n ,by/er p Mrn Pq, ma Iw Hees eraemN. pr ak, w.a SHOULDER GUTTER Aeplfr ro waew arrr my ran oUamay rrr/b Lyee. _ k . 1 ,P t P ' 1 Seryl. qyk a ervkq r,rNn Mrry pMlr vd rrlNn aaL or pMr WGev. CURB AND GUTTER AND TYPE A CURB SP �a vctY M1 .11 CONTRACTION JOINT IN CURB AND GUTTER ADJACENT TO FLEXIBLE PAVEMENT I_ J4' I xlNswD T4' w I SHOULDER GUTTER p� yawn a saws [Y-T SECTION CC sAamy//�Spw/M p Ta PbY P . Sel WPy F`q-k VALLEY LITTER - j�J- nn•,w r R P TYPE A TYPE D # rnN u.e a NN Ik• N,PeMera, p ear akR N xr epi TYPE B kP,:7rw r FnrrG Whr •SvleaG la vac aYR r Ia q,{sNlPmraal. ra IekN.a N la IIP .rrla r,Ww aanra. M.om CONTRACTIONJOINT IN CURB m wma I_ r -J• � G Aeara ro am Nps me u. Nee, rm.®,r, roe aPr McNt a Ibrr. Nm..NPim N farmer mw !bR .MINI .Ip °` ."'Pap Nava arcrpl EXPANSION JOINT BETWEEN GUTTER rAoml N.Nmy I>,A%awer..,r. luammn vreau Pmr rypE qq r�-y r AND CONCRETE PAVEMENT IMe, Fv re q.NaaY ro mucro v /IeNNe ine�l. Fr OeWb eeeb/a ..ye q/aaa b /IeNOY ayrraeTl, Ter PAPv rAPfl. I GENERAL NOTES LavuM /•Tel, errlaeq ION/ nr/r ad /Nee awe. rgvrN aha.. mD L pmr atl exv111 rwlewf my.,n mora NM,r. I. Fv a,0.YYhr od aAL pYhTprrah I'' k' mYreYleT AvnN N,O'mTfralmal dye CONCRETE CURB AND GUTTER I I faVl¢wm pWr afJswl p meal• Paaeml m apmh etl /N uru va b f M�•1 vG uD L Irr�alNlbrw 11 blPafN A ,®r6m vIM shim {a Y' , P • I ssr Ya pinrsNf ASPHALTIC CONCRETE CURB sm r Ia ep.tlY ATrarYraau _ I /.bW SNI 5 YY L Enev a Mb T + e ey a Pell/meHM rlu IWI p mo apYa AT. 3 • o1IT �p� 6-0• a� P i 9 1� � }•tr � u ¢may 3� y.ma•�12, /'Em Mnl py Oau PM. f .PM. P'Y/n.. I I I PAYEYFRT Prefrrr bW Fflhr ale M-�_r I'Era hNl Ma J'Ym. __ Rrrml AVnI Flllr }•Ep bW M! �� e Tk' Fr erN4 Aptllap aw. e/Ar+r p Prtlaaq pAl r/llr noel. Pwr•Nl. ace ekpm lP'.. TYPE TYPED e•Y, S•P/a»garaa •Tryr.m•� TYPE A fl•Y� ! w •, s.rYr I_ z' -a' Nre, Fr w q}Ynl b emep r nuroe pnrmr.oaQele Mow,,. F M IOW. pnlvmr CaN m �� haY nnr aklNnlawr.nmr.q aaNe ora ey mrel.la+mayah.ar dI -m Aw. CONCRETE BUMPER GUARD TYPE 'Q' CURB CONCRETE CURB (MIAMI CURB) 225 E. Robinson Street Suite 300 Orlando, FL 32801 407.839.4006 Certificate of Authorization Number FL #3932 Ocoee Crown Point PUD Phase 213 Ocoee, Florida C9.01 James Hoffman, P.E. P.E. # 75623 P,yrs,,,,,,b„ DATE. Mar. 03, 2017 61975.00 6197500 -PH 2B-OT-F(IOT.DNi C had 3 Aerrsq ,GtyBONmmrnent OW27 2 Rerisq per Gly&Caunrycomment 07/OL) 16 1 Submit to Gry of (hoes&OCU owN6=6 or�vw6 b JRH asap q LRH Construction Approval Vertical Datum NAVD88 May 6, 2016 Standard F.D.O.T. Details a,erY9IP,Nn C9.01 James Hoffman, P.E. P.E. # 75623 P,yrs,,,,,,b„ DATE. Mar. 03, 2017 61975.00 6197500 -PH 2B-OT-F(IOT.DNi C \\vhb\pro)\OAando\61975.00 Ocoee crown paint\cad\Id\Planeel\Phaee2B\6197500-Ph2B-DT-UT.dw9 ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL APPENDIX STANDARD DRAWINGS GENERAL DATE: February 11, 2011 BEDDING AND TRENCHING - TYPE A FIGURE A101 TRENCH WIDTH VARIES FINISHED GRADE W/ SIZE OF PIPE U = w SEE NOTE w y COMMON FILL PIPE O.D' V tv 12. (TYP r INITIAL w _ BACKFILL y Z SELECT COMMON FILL `< HAUNCHING BEDDING MATERIAL w r BEDDING w O (SEE NOTES 88) Z UNDISTURBED TH NOTES: 1. INITIAL BACKFILL SELECT COMMON FILL COMPACTED TO 95% (98% UNDER PAVEMENT) OF THE MAXIMUM DENSITY AS PER PASHTO T480. 2. TRENCH BACKFILL COMMON FILL COMPACTED TO 95%(98% UNDER PAVEMENT) OF THE MAXIMUM DENSITY AS PER PASHTO T-180. 3. TYPE A BEDDING MATERIAL SHALT. CONFORM TO FOOT NO. 57 AGGREGATE. 4. 15" MAX (1T MIN.) FOR PIPE DIAMETER LESS THAN 24" AND 24- MAX (1T MIN) FOR PIPE DIAMETER 24' AND LARGER. 5.WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. 6. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF THE FLOW. 7. BEDDING DEPTH SHALL BE 4' MINIMUM FOR PIPE DIAMETER UP TO ITAND 6' MINIMUM FOR PIPE DIAMETER 16' AND LARGER. 6. DEPTH FOR REMOVAL OF UNSUITABLE MATERIAL SHALL GOVERN DEPTH OF BEDDING ROCK BELOW THE PIPE. UTILITIES SHALL DETERMINE IN THE FIELD REQUIRED REMOVAL OF UNSUITABLE MATERIAL TO REACH SUITABLE FOUNDATION. 9. FINAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMPLIANCE WITH ALL APPLICABLE REGULATIONS OF GOVERNING AGENCIES. SURFACE RESTORATION WITHIN ORANGE COUNTY RIGHT-OF-WAY SHALL COMPLY WITH REQUIREMENTS OF RAN UTIUZA TION REGULATIONS AND ROAD CONSTRUCTION SPECIFICATIONS. ORANGE COUNTY UTILRIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL APPENDIXA STANDARD DRAWINGS GENERAL DATE: Feb-ry 11. 2011 BEDDING AND TRENCHING -TYPE B FIGURE A102 TRENCH WIDTH VARIES FINISHEOGRADE W/ SIZE OF PIPE - U \� ! z F x W COMMON FILL 'PIPE tr(TYP INITIAL w F BELE 'TCOMMON / BACKFILL Z FILL r UNDISTURBEAEARTI E �yHAUNCHING S(SEE NOTE3) �\ \ NOTES: 1. INITIAL BACKFILL AND HAUNCHING: SELECT COMMON FILL COMPACTED TO 95%(98% UNDER PAVEMENT) OF THE MAXIMUM DENSITY AS PER PASHTO T-180. 2. TRENCH BACKFILL COMMON FILL COMPACTED TO 95%(98% UNDER PAVEMENT) OF THE MAXIMUM DENSITY AS PER PASHTO T-180. 3. PIPE BEDDING UTILIZING SELECT COMMON FILL OR BEDDING ROCK IN ACCORDANCE WITH TYPE A BEDDING AND TRENCHING DETAIL MAYBE REQUIRED AS DIRECTED BY UTILITIES. 4. 15' MAX (IT MIN.) FOR PIPE DIAMETER LESS THAN 24' AND 24' MAX (1T MIN) FOR PIPE DIAMETER 24' AND LARGER. 5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. 6. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTIONOFTHE FLOW. 7. FINAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMPLIANCE WITH ALL APPLICABLE REGULATIONS OF GOVERNING AGENCIES. SURFACE RESTORATION WITHIN ORANGE COUNTY RIGHr-OF-WAY SHALL COMPLY WITH REQUIREMENTS OF RIGHT-OF-WAY UTILIZATION REGULATIONS AND ROAD CONSTRUCTION SPECIFICATIONS. ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL U[NCNHL DATE: February 11, 2011 THRUST COLLAR (160 psi) FIGURE A106.1 WATER AND RECLAIMED WATER MAINS TRENCH U1, IITS d0 2i ' �.'.:- #4 BARS Q 6' O.C. ALL G3 = AROUND (MI N T CLEARANCE AROUND PIPE) •''',+,, �. 9' MIN (TYP) A TIE RODS (ASTM A307 B) INCLUDING NUTS AND WASHERS 4" X 4" X 12' STEEL (SEE SCHEDULE BELOW) BEARING PLATE ��----I11I FL1H---�� r MECHANICAL #4 B I JOINTS #4 BARS UNDISTURB^ ED EAR" ENCASE TIE RODS IN 1-12' PVC SLEEVE NOTES: 1. ADDITIONAL REINFORCEMENTS SHALL BE AS SPECIFIED BY THE ENGINEER. 2. MINIMUM COMPRESSIVE STRENGTH FOR CONCRETE SHALL BE 3000 PSI. 3. BEDDING, BACKFILL AND COMPACTION SHALL BE AS SPECIFIED ELSEWHERE II THE STANDARD DRAWINGS. 4. ALL FORM BOARDS SHALL BE REMOVE PRIOR TO BACKFILL S. NO ALLOWANCE SHALL BE MADE FOR FRICTION BETWEEN THE PIPE WALL AND THE THRUST COLLAR. 6. DESIGN PRESSURE: 150 PSI. 7. REQUIRED FOR LINE STOPS. lU-U' M� -SEE TRENCH DETARS ,'COVER FOR PIPE BEDDING REQUIREMENTS I SCHEDULE OF DIMENSIONS AND MATERIALS I ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL DATE:,February 11,2011 RESTRAINED PIPE TABLE FIGURE A104.1 WATER AND RECLAIMED WATER MAINS MINIMUM LENGTH (FT) TO BE RESTRAINED ON EACH SIDE OF FrrnNG(S) 03fDUM17 PIPE SIZE TYPE PVC DIP 34 k FROM TOP 4" 6' 8' 1 10' 12' 16' 2D' 24' 30' 36- 90* BEND 25 36 46 55 64 55 77 89 1 1G51120 45' BEND 10 15 19 23 26 27 32 37 44 50 22-12' BEND 5 8 9 11 13 13 15 18 1 21 1 24 11-1/4' BEND 3 4 5 6 8 7 8 9 1 10 1 12 PLUG OR BRANCH 53 74 97 117 135 138 166 194 231 265 OF TEE VALVE 27 1 38 49 59 68 69 63 97 116 133 REDUCER VARIES BY SIZE; TO BE DETERMINED BY THE DESIGN ENGINEER. NOTES: 1. FITTINGS SHALL HAVE RESTRAINED JOINTS UNLESS OTHERWISE INDICATED. 2. INSTALL FULL LENGTH JOINTS WITH TOTAL LENGTH EQUAL TO OR GREATER THAN LENGTH SHOWN IN THE TABLE. 3. WHERE TWO OR MORE FITTINGS ARE IN SERIES, SELECT FITTING RESTRAINT LENGTH THAT YIELDS THE LONGEST RESTRAINT DISTANCE. 4. ALLINUNE VALVES SHALL BE RESTRAINED. 5. WHERE INTERNAL RESTRAINED JOINTS ARE USED, THE ENTIRE BELL SHALL BE PAINTED RED. 6. LENGTHS SHOWN IN THE TABLE WERE CALCULATED IN ACCORDANCE WITH PROCEDURES OUTLINED IN "THRUST RESTRAINT DESIGN FOR DUCTILE IRON PIPE' GUIDELINES PUBLISHED BY DIPRA USING THE ASSUMPTIONS SHOWN BELOW. WORKINGPRESSURE 150PSI SOIL DESIGNATION: SM(SANDSILT) LAYING CONDITIONS: 3 DEPTH OF COVER: 3 FT SAFETY FACTOR 1.5 CONVERSION FACTOR FOR PVC PIPE: 1.25 THE DESIGN ENGINEER SHALL INCREASE THE VALUES IN THE TABLE AS WARRANTED BY SITE-SPECIFIC SOIL DESIGNATIONS, LAYING CONDITIONS, PIPE MATERIAL, ETC. FOR DIP ENCASED IN POLYETHYLENE, INCREASE THE GIVEN VALUE BY AFACTOR OF 1.25. ORANGE COUNTYUTIUTIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL DATE: February 11, 2011 GATE VALVE AND BOX FIGURE A107 WATER AND RECLAIMED WATER MAINS 03fDUM17 SET TOP OF VALVE BOX DRILL HOLE IN BOX TO FINISHED GRADE 34 k FROM TOP 6' FDOT #57 VALVE BOX SHALL REST ON LOOP WIRE (SEE NOTE 4) FINISHED GRAD;:::�L VALVE BOX PAD SEE FIGURE Al 12 COMPACTED SELECT'::'-� ADJUSTABLE SCREW COMMON FILL �" TYPEDUCTILE IRON I VALVE BOX SEE NOTE 2 ALIGNMENTRING LOCATING WIRE I RESILIENTSEAT M. J.GATE VALVE WATER MAINS j 03fDUM17 OR RECLAIMED 091DIMM WATER MAIN OWDUM16 6' FDOT #57 VALVE BOX SHALL REST ON STONE BEDDING ROCK NOT ON VALVE OR PIPE AND SHALL BE CENTERED ON OPERATING NUT NOTES: 1. PVC PIPE OR DUCTILE IRON PIPE EXTENSIONS SHALL NOT BE USED ON VALVE BOX INSTALLATION. 2.THE VALVEACTUATING NUTSHALL BE EXTENDED TO BE WITHIN TOF FINISHED GRADE. 3. PROVIDE A PLASTIC DEBRIS SHIELD/ALIGNMENT RING WHICH INSTALLS BELOWTHE VALVE ACTUATING NUT. THIS SHIELD SHALL CENTER THE RISER PIPE BOX OVER THE ACTUATING NUTAND MINIMIZE INFILTRATION. 4. LOCATING WIRE SHALL BE CONTINUOUS WITH NO SPLICES AND SHALL EXTEND 1TABOVE TOP OF COLLAR. WIRE SWILL BE COLOR CODED TO MATCH THE UTILITY INSTALLED. 5. FOR NEW CONSTRUCTION, THE VALVE BOX SHALL BE ADJUSTED TO MIDRANGE TO ALLOW FOR FUTURE BOX ADJUSTMENTS. 6. REFER TO FIGURE AI I I FOR INSTALLATIONS AT A DEPTH OF 6 OR GREATER. E 0 u a s 01 �0 I r0 i�vhb 225 E. Robinson Street Suite 300 Orlando, FL 32801 407.839.4006 Certificate of Authorization Number FL #3932 Ocoee Crown Point PUD Phase 213 Ocoee, Florida a Revised a,Gry&000m nl 03fDUM17 2 RCSed Per Gly&Cavntyomm 091DIMM 1 Submi GryalO &OCU OWDUM16 De Wa JRH a.nmp JRH vMa Construction Approval Construction Vertical Datum NAVD88 D.. aMay 6, 2016 General Construction Details C9.02 James Hoffman, P.E. P.E. # 75623 DATE Mar. 03, 2017 61975.00 6197500-PH2B-DT-UT.DWG \\rhb\peaj\0danda\01975.00 acaee crown paint\cad\Id\Planaet\Phase 28\6197500—Ph28—DT—UT.dwg ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL APPENDMA STANDARD DRAWINGS DATE: February it, 2011 WATER AND RECLAIMED WATER SERVICES (TYPICAL) GENERAL FIGUREA120 CENTERUNE 3 al 3 LLO SIDEWALK(TYP) p 0 SIF rcl7 STAKESTAKE rcl� (SEE NOTE 2) (SEE NOTE 2) GRADE STANDARD ROADWAY CURB .N CURB STOP 30 -MIN (SEE NOTE 1) CURB STOP (SEE NOTE 1) PE TUBING CORPORATION STOP(TYP) NOTES: 1. CURB STOP SHALL BE INSTALLED ON STREET SIDE OF THE SIDEWALK BETWEEN SIDEWALK AND CURB. 2. CONTRACTOR TO LOCATE CURB STOP BY PLACING A7X2' SQUARE STAKE RISING 24' ABOVE THE GROUND. TOP OF STAKE SHALL BE PAINTED THE COLOR OF THE UTILITY SERVICE AND LABELED WITH THE LOT NUMBER(S) IT SERVES. ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL APPENDIXA STANDARD DRAWINGS GENERAL DATE: February 11, 201 1 PERMANENT BLOW OFF VALVE, FIGURE A122-1 MANUALLY OPERATED, WATER AND RECLAIMED WATER LOOPWIRE (SEE NOTE 4) DRILLHOLE INBOX SETTOP OF VALVE BOX 3't k FROM TOP TO FINISHED GRADE VALVE BOX PAD (SEE FIGURE At 12) FINISHED GRADE ADJUSTABLE CA ST IRON -_ VALVE BOX LOCATING WIRE BLOW OFF VALVE ASSEMBLY PER 71RON BODY GATE APPENDIX D VALVE W/ SQUARE OPERATING NUT BOX SHALL REST ON BEDDING ROCK (NOT ON VALVE OR PIPE) AND SHALL BE CENTERED ON OPERATING NUT RESTRAINEDJOINT 6'OF FOOT #57 STONE WATER OR RECLAIMED WATER MAIN NOTES: 1. INSTALL MANUFACTURED BLOW OFF BOXES AS DEPICTED IN APPENDIX D. BRING VALVE BOX TO GRADE AND INSTALL CONCRETE COLLAR. 2. FOR USE AT PERMANENT WATER AND RECLAIMED WATER DEAD -ENDS, SUCH AS CUL -DESACS. 3. LOCATING WIRE SHALL BE CONTINUOUS INSIDE THE VALVE BOXAND SHALL EXTEND 17 ABOVE TOP OF COLLAR. WIRE SHALL BE COLOR CODED TO MATCH THE UTILITY INSTALLED. ORANGE COUNW UTIUTIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL APPENDIXA STANDARD DRAWINGS GENERAL DATE: Febmry 11, 2011 TEMPORARY BLOW OFF VALVE, FIGURE A122.2 MANUALLY OPERATED, WATER AND RECLAIMED WATER DRILLHOLE INBOX 3't i- FROM TOP LOOP WIRE (SEE NOTE 3) VALVE BOX PAD SET TOP OF VALVE BOX (SEE FIGURE At 12) TO FINISHED GRADE FINISHED GRAD ADJUSTABLESCREW TYPE ' DUCTILE IRON VALVE BOX LOCATING WIRE RESILIENT SEAT BLOW OFF VALVE M. J. GATE VALVE ASSEMBLY PER APPENDIX D VALVE BOX SHALL REST ON BEDDING ROCK NOT ON VALVE OR PIPE AND SHALL BE CENTERED ON OPERATING NUT Y RESTRAINED JOINT &'OFFDOT 457 WATER OR RECLAIMED STONE WATER MAIN NOTES: 1. FOR USE AT PHASE LINES OR TEMPORARY TERMINATION POINTS. 2. LOCATING WIRE SHALT. BE CONTINUOUS INSIDE THE VALVE BOX AND SHALL EXTEND 17 ABOVE TOP OF COLLAR. WIRE SWILL BE COLOR CODED TO MATCH THE UTILITY INSTALLED. Roadwoy Leoend Q Driveway: approach andsidewalk 6' Thick - fc' _ 3,000 psi @ 28 days, 6' x6- wire mesh 0 Sbiewalla 4' Thick - fc' = 3,000 psi E 28 days © Expansion Joint, bituminous fiber board material 1/2' thick and full depth I& Construction Joint, tooled, dummy or wed (1' depth minimum, spadmg equal width of sidewalk) Approach Transition: Flair 3. - Curb shall be dropped If not ..—table Notes: Curb shall be dropped through driveway with 3' transitions each end of driveway for unto ble curb. man - ll wooden stakes used In form work to have 2' or more of concrete cover. 0 Driveway 4DDroach Detail N.T.S. om.. — E 0 u .e ' 0 i /00 hb 225 E. Robinson Street Suite 300 Orlando, FL 32801 407.839.4006 Certificate of Authorization Number FL #3932 Ocoee Crown Point PUD Phase 213 Ocoee, Florida 3 IteMdp,0y&CNco t 03TD 17 2 Rrrsed PerGry&County axnm<nt WDYWH 1 Sul -Gtyof Ocoee&001 05/06/1016 omen by akaee ey JRH JRH owa r. Construction Approval -May 6, 2016 Vertical Datum NAVD88 General Construction Details C9.03 James Hoffman, P.E. P.E. N 75623 Ph— DATE Mar. 03, 2017 61975.00 6197500-PH2B-DT-UT.DWG \\rhb\pro)'\Orlando\61975.00 ocoee - paint\cad\Id\Planaet\Phaee28\6197500-Ph2B-DT-UT.dwg ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL erCNCKHL DATE: February 11, 2011 PLUG VALVE AND BOX FIGURE A109 LOOP HARE (SEE NOTE 41 SETTOP OF VALVE BOX DRILL HOLE IN BOX TO FINISHED GRADE 34 k FROM TOP VALVE BOX PAD nuisucn noenc_ I (SEE FIGURE 112) Z TYPE DUCTILE IRON VALVE BOX - PLUG WIRE ALIGNMENT RING W FDOTB57 STONE EART-!BE- NOTES: 1. PVC PIPE OR DUCTILE IRON PIPE EXTENSIONS SHALL NOT BE USED ON VALVE BOX INSTALLATION. 2 THE VALVE ACTUATING NUT SHALL BE EXTENDED TO BE WITHIN TOF FINISHED GRADE. 3. PROVIDE A PLASTIC DEBRIS SHIELD) ALIGNMENT RING WHICH INSTALLS BELOWTHE VALVE ACTUATING NUT. THIS SHIELD SHALL CENTER THE RISER PIPE BOX OVER THE ACTUATING NUTAND MINIMIZE INFILTRATION. 4. LOCATING WORE SHALL BE CONTINUOUS WITH NO SPLICES AND SHALL EXTEND 12'ABOVE TOPOFCOLLAR. WIRE SHALL BE COLOR CODED TO MATCH THE UTILITY INSTALLED. 5. FOR NEW CONSTRUCTION, THE VALVE BOX SHALL BE ADJUSTED TO MIDRANGE TO ALLOW FOR FUTURE BOX ADJUSTMENTS. 6. REFER TO FIGURE Al 11 FOR INSTALLATIONS ATA DEPTH OF 6' OR GREATER. ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL DATE: February 11, 2011 PIPE LOCATING WIRE FIGURE Al 14 LOCATINGWIRE HORIZONTAL 8 VERTICAL SEPARATION REQUIREMENTS DOUBLE CHECK VALVE c FINISHED GRADE POTABLE RECUVMED WASTEWATER STORM SEWER UTILITY WATER y (GRAVITY &FM) RECLAIMED T y Y' O WATER, VERT HORIZ WASTEWATER, NYLON STRAPS, 3' OR RECLAIMED MAIN 3 PER JOINT 3' (SEE NOTE 1) LOCATING WIRE NOTES: 1. ALL PIPE SHALL REQUIRE INSULATED LOCATING WARE (10 GAUGE SOLID COPPER) CAPABLE OF DETECTION BY A CABLE LOCATOR AND SHALL BE WRAPPED WITH NYLON STRAPS TO TOP CENTERLINE OF THE PIPE. 2. LOCATING WIRE SHALL BE CONTINUOUS INSIDE VALVE BOXES AND SHALL EXTEND IT ABOVE TOP OF COLLAR. 3. WIRE INSULATION SHALL BE COLOR CODED FOR THETYPE OF PIPE BEING INSTALLED. ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL APPENDIXA STANDARD DRAWINGS GENERAL DATE: Febrvary 11, 2011 TYPICAL VALVE BOX COVER FIGURE A110 0000000000 *RECLAIMED VALVE 00000000 0 000000 0 COVERS PER CITY OF D0 0000 00 OCOEE SPECIFICATIONS DO 000 0000 1300 2 00213 ED DDD 0000 13130 0000 131313 TYPICAL LOCKING DDD DD DDDR BOLT 132 2222 000 0 001301313 0 13 a 0 a a a a D2DOD00o00 DD00 DDDD0000 RECLAIMEDWATER DDDDD00000 DDD000000013 DD13000000000 2DoD�000 ODD SEWER 020 DDD DDD DD1300000000D DDDooDODDD DDD00D DDDD 00000 000/30000 DDDDDDDDD13 -0000000000 WASTEWATER DD 0o 00000000 DDD WATER DOD DDD DDD DDD DDD Do 0000000000 D D D D DD 2a OD 000000 00000 POTABLE WATER NOTE: 1. LOCKING LIDS ARE REQUIRED ON ALL VALVE BOXES. ORANGECOUNTYUMUTIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL 0-:111,11,11.2111 SEPARATION REQUIREMENTS FOR FIGUREA116 WATER, WASTEWATER AND RECLAIMED WATER MAINS NOTES: 1. THIS SEPARATION REQUIREMENT 13 TO PROVIDE ACCESSIBILITY FOR CONSTRUCTION AND MAINTENANCE THREE FEET OF HORIZONTAL SEPARATION IS THE MINIMUM FOR PIPES VYITH THREE FEET OF COVER. FOR PIPES INSTALLED AT GREATER DEPTHS, PROVIDE AN ADDITIONAL FOOT OF SEPARATION FOR EACH ADDITIONAL FOOT OF DEPTH. 2. THE 184NCH SEPARATION REQUIREMENT APPLIES WHEN THE STORM PIPE CROSSES ABOVE THE OCU MAIN, AND WHEN THE STORM PIPE HAS A DIAMETER EQUAL TO OR GREATER THAN 24 INCHES. OTHERVASE, THE REQUIRED SEPARATION IS 12 INCHES. 3. THIS SEPARATION REQUIREMENT COMPLIES WITH MINIMUM FDEP SEPARATION REOUREMES OUTLINED IN 62-555.314, FAC. VARIANCES FROM THE FDEP REQUIREMENTS MUST COMPLY WITH 62-555.314(5), FAC AND MUST BE APPROVED INDIVIDUALLY BY BOTH FDEP AND or 4.DISTANCES GIVEN ARE FROM OUTSIDE OF PIPE TO OUTSIDE OF PIPE. S. NO WATER PIPE SHALL PASS THROUGH OR COME IN CONTACT WITH ANY PART OF SANITARY OR STORM WATER MANHOLE OR STRUCTURE. ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL UCNCrWL DATE: Febrvary 11, 2011 VALVE BOX PAD FIGURE A112 24" X 24- SQUARE (ROUND OPTIONAL) CONCRETE OR POLYMER TOP FLUSH LOOP WIRE PAD TYP EACH VALVE SOX ---,WITH FINISHED VALVE BOX AND GRADE ASPHALT. LOCKING COVER,. - SURFACE 615E VALVE BOXAND COVER(SQUARE OJ_ I - LOCATING FOR RECLAIMED )' - WIRE WATER) F - VALVE BO -•)„ AND COVER 6' THICK 2500 PSI (TYP) ,(MIN) CONCRETE WITH 24" N4 REBAR CONTINUOUS IDENTIFICATION DISC (SEE NOTE 2) OR 4- THICK (SEE NOTE 1 AND POLYMER MIX MATERIAL DETAILS BELOW] INSIDE PAVEMENT OUTSIDE PAVEMENT L APPROX. 3" ,1 LETTERING TO BE MACHINE f .C.0 �l ENGRAVED WITH}'TOr AFC 6" McMsaclwErlalOs� CAP.LETTERS RWGV nPECFVALVE WATER uiam L -2D ORLT:rXklANOIAPSe1 oFTVaNs 2009 EAR 3" MIN IDENTIFICATION DISC { Z EXAMPLE 3" MIN ,� Lf Oa AFC 6' z mrvw-r _ MFR ryANCHORPIN HEFTPROOF DISC TO BE HANGING IN THE BOX DISC TO BE EMBEDDED IN PAD ANCHORED TO THE LOCATING WORE OUTSIDE PAVEMENT INSIDE PAVEMENT NOTES: 1. BRONZE (OR STAINLESS STEEL) IDENTIFICATION DISC SHALL BE REQUIRED FORALL VALVES, EXCEPT HYDRANT VALVES. 2. IN LIEU OF PRECAST CONCRETE PAD, A 6- THICK X 24" (ROUND OR SQUARE) POURED CONCRETE PAD WITH TWO #4 REBAR AROUND PERIMETER MAYBE USED. ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL nrrcnu nr - -1... UtNGNAL DATE: February I1, 2011 RESIDENTIAL SERVICE LOCATIONS (TYPICAL) FIGURE A118 (PROPERTY LINE PROPERTY LINE I HOME I I CLEAN-OurI lTM ) METER BOX HORIZONTAL 8 VERTICAL SEPARATION REQUIREMENTS DOUBLE CHECK VALVE c PROPOSED POTABLE RECUVMED WASTEWATER STORM SEWER UTILITY WATER WATER (GRAVITY &FM) RECLAIMED 1 HORIZ I VERT I HORIZ VERTrHORIZ VERT HORIZ VERT POTABLEWATER 3' 1T 3' 1T 1T 3' 1T118- POTABLE WATER MAIN NOTE1 NOTE(S3 IATE3 ROTE] LATE WSJ NOTE283 RECLAIMED 3 1T 3' 3' 1T/18 - WATER IATE1.3 NOTES NOTE1 _ WASTEWATER 6' 1T 3' i STOP,-_, EhGEOFPAVEMENT (GRAVITY AND FM) WM3 NOTES NOTE1 NOIE1 NOTE2 WA WA WA WA NOTES: 1. THIS SEPARATION REQUIREMENT 13 TO PROVIDE ACCESSIBILITY FOR CONSTRUCTION AND MAINTENANCE THREE FEET OF HORIZONTAL SEPARATION IS THE MINIMUM FOR PIPES VYITH THREE FEET OF COVER. FOR PIPES INSTALLED AT GREATER DEPTHS, PROVIDE AN ADDITIONAL FOOT OF SEPARATION FOR EACH ADDITIONAL FOOT OF DEPTH. 2. THE 184NCH SEPARATION REQUIREMENT APPLIES WHEN THE STORM PIPE CROSSES ABOVE THE OCU MAIN, AND WHEN THE STORM PIPE HAS A DIAMETER EQUAL TO OR GREATER THAN 24 INCHES. OTHERVASE, THE REQUIRED SEPARATION IS 12 INCHES. 3. THIS SEPARATION REQUIREMENT COMPLIES WITH MINIMUM FDEP SEPARATION REOUREMES OUTLINED IN 62-555.314, FAC. VARIANCES FROM THE FDEP REQUIREMENTS MUST COMPLY WITH 62-555.314(5), FAC AND MUST BE APPROVED INDIVIDUALLY BY BOTH FDEP AND or 4.DISTANCES GIVEN ARE FROM OUTSIDE OF PIPE TO OUTSIDE OF PIPE. S. NO WATER PIPE SHALL PASS THROUGH OR COME IN CONTACT WITH ANY PART OF SANITARY OR STORM WATER MANHOLE OR STRUCTURE. ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL UCNCrWL DATE: Febrvary 11, 2011 VALVE BOX PAD FIGURE A112 24" X 24- SQUARE (ROUND OPTIONAL) CONCRETE OR POLYMER TOP FLUSH LOOP WIRE PAD TYP EACH VALVE SOX ---,WITH FINISHED VALVE BOX AND GRADE ASPHALT. LOCKING COVER,. - SURFACE 615E VALVE BOXAND COVER(SQUARE OJ_ I - LOCATING FOR RECLAIMED )' - WIRE WATER) F - VALVE BO -•)„ AND COVER 6' THICK 2500 PSI (TYP) ,(MIN) CONCRETE WITH 24" N4 REBAR CONTINUOUS IDENTIFICATION DISC (SEE NOTE 2) OR 4- THICK (SEE NOTE 1 AND POLYMER MIX MATERIAL DETAILS BELOW] INSIDE PAVEMENT OUTSIDE PAVEMENT L APPROX. 3" ,1 LETTERING TO BE MACHINE f .C.0 �l ENGRAVED WITH}'TOr AFC 6" McMsaclwErlalOs� CAP.LETTERS RWGV nPECFVALVE WATER uiam L -2D ORLT:rXklANOIAPSe1 oFTVaNs 2009 EAR 3" MIN IDENTIFICATION DISC { Z EXAMPLE 3" MIN ,� Lf Oa AFC 6' z mrvw-r _ MFR ryANCHORPIN HEFTPROOF DISC TO BE HANGING IN THE BOX DISC TO BE EMBEDDED IN PAD ANCHORED TO THE LOCATING WORE OUTSIDE PAVEMENT INSIDE PAVEMENT NOTES: 1. BRONZE (OR STAINLESS STEEL) IDENTIFICATION DISC SHALL BE REQUIRED FORALL VALVES, EXCEPT HYDRANT VALVES. 2. IN LIEU OF PRECAST CONCRETE PAD, A 6- THICK X 24" (ROUND OR SQUARE) POURED CONCRETE PAD WITH TWO #4 REBAR AROUND PERIMETER MAYBE USED. ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL nrrcnu nr - -1... UtNGNAL DATE: February I1, 2011 RESIDENTIAL SERVICE LOCATIONS (TYPICAL) FIGURE A118 (PROPERTY LINE PROPERTY LINE I HOME I I CLEAN-OurI lTM ) METER BOX PROPERTY DOUBLE CHECK VALVE c - (SEE NOTE I) MET SERVICE (TYP WASTEWATER MANHOLE (TYP POTABLE WATER BOX RIGHT-OF-WAY I INE^. ° METE SjyPI _ 'SIDEWALK G - SIDEWACIC '.• 5 - i , RECLAIMED 1 DOUBLE WATER SERVICE `CRB WATERMETERS CURB STOP> SINGLE SERVICE (SEE NOTE 2) BEFORE RECLAIMED WATE MAIN SI DIGGING ASSEMBLY CORPORATION STOP (TYP) w - POTABLE WATER MAIN U Q.'.- I I -GROUND LEVEL N STREET 0:51'•' a..WASTEWiATERGRAVITY MAIN,°. {- -MANHOLE �CROAD . _ %CORPORATION•. .• i STOP,-_, EhGEOFPAVEMENT NOTE - - - -- -- 1. EACH POTABLE WATER SERVICE WALL SERVE TWO LOTS IF RECLAIMED WATER IS AVAILABLE. EACH SERVICE MUST BE EQUIPPED VATHA DOUBLE CHECK BACKFLOW PREVENTER. 2. EACH POTABLE WATER SERVICE WILL SERVE ONE LOT IF RECLAIMED WATER IS UNAVAILABLE. BACKFLOW PREVENTERS ARE NOT REQUIRED. 3. SITEWORK CONTRACTOR TO INSTALL WATER AND RECLAIMED WATER SERVICES PER DETAILA120 AND WASTEWATER LATERALS PER DETAIL A305. 4. METER AND BOX TO BE INSTALLED BY OCU AND DOUBLE CHECK BACKFLOW PREVENTOR TO BE INSTALLED BY BUILDING PLUMBING CONTRACTOR. 5. WASTEWATER LATERAL CLEAN -OUTS TO BE INSTALLED BY BUILDING PLUMBING CONTRACTOR. ORANGE COUNTY UTILm ES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL rvGIWL DATE: Febrvary 1t, 2011 UTILITY MAIN MARKER FIGUREA113 COLORS FOR DECALS SHALL MATCH THE MARKER COLOR (SEE NOTE 2) PROPERTY WHITE CAP SOLVENT WELD c DOUBLE A P L SERVICE (TYP WASTEWATER MANHOLE (TYP U I I T P N \ WATER MAIN I E E OVERALL MAIN N VIEW LATERAL (TYP CALL SINGLE SERVICE BEFORE RECLAIMED WATE MAIN FIRE HYDRANT DIGGING ASSEMBLY DISTANCE / TO MAIN I I -GROUND LEVEL 6'TX NOHtIt ilr- NOTES: BASE m 1. MARKERS ARE REQUIRED WHEN UTILITY MAIN IS LOCATED OVER 30 FEET FROM EDGE OF PAVEMENT OR IN AN EASEMENT NOT ADJACENT TO THE RIGHT OF WAY. 2. MARKERS SHALL BE 4' DLAMETER SCH. BOOR DR18 PVC: BLUE FOR WATER; GREEN FOR WASTEWATER; AND PANTONE PURPLE 522C FOR RECLAIMED WATER. 3. MARKERS SHALL BE PLACED AT ALL DIRECTIONAL CHANGES AND AT ALL VALVES EXCEPT WATER VALVES NEAR FIRE HYDRANTS. ADDITIONAL MARKERS SHALL BE INSTALLED AS NEEDED SO THAT THE DISTANCE BETWEEN MARKERS DOES NOT EXCEED 1000 FEET. ORANGE COUNTY UTILmES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL e,rrcwinn anwvww �iwn nua VGNGIeAL DATE: February 11, 2011 SINGLE FAMILY RESIDENTIAL FIGURE A119 CUL-DE-SAC UTILITY PLAN T BLOWOFF *RECLAIMED WATER VALVE SERVICES ALL BE IN ACCORD NCE WITH CITY r BLOWOFF OF OCOE DETAIL UT 408 - vALVE SEE SHEE C9.08 Q 7 WATER MAIN NOTE: 1. A MAXIMUM OF TWO WASTEWATER SERVICE LATERALS MAY CONNECT DIRECTLY TOA TERMINAL MANHOLE. E 0 u .a s o00 �000 q.IIIII/ hb 225 E. Robinson Street Suite 300 Orlando, FL 32801 407.839.4006 Certificate of Authorization Number FL #3932 Ocoee Crown Point PUD Phase 213 Ocoee, Florida 3 Revhed perch BOCV comment PROPERTY 2 Rrieed perOry &Conry mmment LINE (TYP) DOUBLE 0VD6/N16 SERVICE (TYP WASTEWATER MANHOLE (TYP Construction Approval Vertical Datum NAVD88 D., May 6, 2016 WATER MAIN GRAVITY WASTO VATER MAIN DOUBLE SERVICE LATERAL (TYP SINGLE SERVICE (TYP) RECLAIMED WATE MAIN FIRE HYDRANT RIGHT OF WAN.LINE ASSEMBLY WATER MAIN SINGLE SERVICE LATERAL (TYP) WATER MAIN NOTE: 1. A MAXIMUM OF TWO WASTEWATER SERVICE LATERALS MAY CONNECT DIRECTLY TOA TERMINAL MANHOLE. E 0 u .a s o00 �000 q.IIIII/ hb 225 E. Robinson Street Suite 300 Orlando, FL 32801 407.839.4006 Certificate of Authorization Number FL #3932 Ocoee Crown Point PUD Phase 213 Ocoee, Florida 3 Revhed perch BOCV comment 031.3 17 2 Rrieed perOry &Conry mmment 0?N1Y1016 I sub"k.G'y.r Ocoee&ON 0VD6/N16 0n59ed by JRH aearrl ey JRH Construction Approval Vertical Datum NAVD88 D., May 6, 2016 Standard Potable Water Details C9.04 James Hoffman, P.E. P.E. #75623 DATE Mar. 03, 2017 61975.00 6197500-PH2B-DT-UT.OWO \\`hb\proNOrIondo\61975.00 acoee mm point\cad\Id\PIan t\Phase2B\6197500—Ph2B—DT—UT.dwg ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL APPENDIXA STANDARD DRAWINGS GENERAL BRASS CORPORATION STOP 2' SINGLE BLUE I— SERVICE LINE ABOVEGROUND - SAMPLE STATION CURBSTOP (LOCKING TYPE) BRASS CORPORATION MAIN —\W YF 2 -POLYETHYLENE TUBING NOTES: 1. A 21NCH SAMPLE STATION INSTALLED AT THE END OF A CUL-DE-SAC CAN ALSO SERVE AS A BLOW -OFF VALVE WHEN BOTH ARE REQUIRED. ORANG=%—D ImLIT1E3 I�STANDCONSTRUCTgN SPECIFIGTIONS A4W UAL APPENDIXA STANDmo DRAWINGS GENERAL DALE: Februmy 11, 2011 BORE AND JACK FIGUREA106 FINISHED GRADE BELL RESTRAINT CASING ENDD-- " So. ""N HARNESS SEAL \ (SEE NOTED COVER DOUBLE (iYP) \ (SEE NOTE E5) 5) RESTRAINED JOINT PIPE LOCATING WIRE STAINLESS STEELING SPACER BANDS (SEE NOTE 3) BRICK AND MORTAR DOUBLE CASING SPACER END SEAL STEEL CASING PIPE I t.' 1 RESTRAINED JOINT ASING SPACERS CARRIER PIPE (VARIES BY CASING SIZE) CARRIERPIPE 4 8 B 10 12 18 20 24 30 SS 42 NOMINAL DIAMETER gAMETER ONOJIES) BID 16 1 18 1 16 1 20 24 30 1 36 42 46 1 54 EO MINIMUM CA3! 2S0' 250' .250' 250' .250' .312- .375' .500' THN:XNE53INalES) NOTES: 1. CASING SHALL EXTEND A MINIMUM OF TEN FEET BEYOND THE EDGE OF PAVEMENT OR MEET FDOT REQUIREMENTS, WHICHEVER IS GREATER. 2. REOUIREMENTS OF OTHER JURISDICTIONS SHALL BE MET. WHEN CONSTRUCTION IS WITHIN FOOT JURISDICTION, ADDITIONAL REQUIREMENTS OF THE -FDOT UTILITY ACCOMMODATION GUIDE' SHALL BE MET. 3. DISTANCE BETWEEN SPACERS TO BE PER MANUFACTURER'S SPECIFICATIONS, OR MAX OF 6.5', WHICHEVER IS MORE STRINGENT. 4. USE OF FLOWABLE RLL IN THE ANNULAR SPACE BETWEEN THE CASING AND CARRIER PIPE IS PROHIBITED. S. PIPE IN CASING SHALL RAVE A MECHANICAL BELL RESTRAINT HARNESS WHERE RODS ARE DOUBLE NUTTED TO PRECLUDE OVERSELLING THE JOINT DURING PUSHING CARRIER PIPE CASING. ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL APPENDIXA STAND ARD DRAWINGS GENERAL DATE: February 11, 2011 FIRE HYDRANT ASSEMBLY FIGURE A203 EXPANSION FIBER MATERIAL BETWEEN APPROX 7.5'X 3.5 MIN FIXED CONCRETE EDGES(TYP) U' THICK CONCRETE SHEAR PAD WITH FIBERMESH I 3' To S' CONCRETE VALVE BOX SIDEWALK CURB ROAD COMPACTED BACKFILL DUCTILE IRON CONCRETE 9 V ANCHORING TEE VALVE (REQUIRED AT DI ANCHORING ANCHORING TEE) COUPLING FOOT #57 STONE (6 -MIN) SIDEWALK SIDEWALK I: —FIRE HYDRANT FIRE HYDRANT ASSEMBLY go- SEND ASSEMBLY EDGE OF PAVEMENTEDGEOFPAVEMENT POTABLE WATERMAIN _PO TABLE WATERMAIN STANDARD CONFIGURATION ALTERNATE CONFIGURATION NOTES: 1. CENTER OF THE FLANGE CONNECTION SHALL BE S FROM THE TOP OF THE SLAB. 2 BARREL COLORS: PRIVATE HYDRANTS -RED; PUBLIC HYDRANTS -SILVER. 3. SONNET COLORS: TO BE DETERMINED BY FLOW TEST. E O u 00 hb ,a r j 225 E. Robinson Street Suite 300 Orlando, FL 32801 407.839.4006 Certificate of Authorization Number FL #3932 Ocoee Crown Point PUD Phase 2B Ocoee, Florida 3 PmeedP'CtyamaPvaent OUCUM11 2 a AP,aq&Cnty Tmeet 09N3YP76 1 Submit toGryof Ocoee&DCII OS/06/Nl6 D� q awes q JRH JRH haad k Construction Approval Dab May 6, 2016 Vertical Datum NAVD88 Standard Potable Water Details D.e,M3I sr C9.05 er James Hoffman, P.E. P.E. #75623 "0.— DATE: Mar. 03, 2017 61975.00 6197500—PH28—OT—UT.DHG \\vhb\proj\Odando\61975.00 acoee crown point\cad\Id\Planeel\Phase2B\6197500—Ph2B—DT—UT.dw9 ORANGE COUNTY UTRMES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL DATE: February 11, 2011 PRECAST CONCRETE' MANHOLE FIGURE A301 SET COVERS FLUSH IN MANHOLE FRAME & COVER PAVED AREAS (SEE STANDARD DETAIL) G FRAMES BEDDED IN MORTAR 1'S MIN 2 COURSES OF BRICK (MIN) TO. MAX a. 4 COURSES (MAX) OR MIN 5' TO MAX ill' HDPE ADJUSTING RING HEAT SHRINK SEAL (TYP) SEE NOTE 5 4'-0" MIN r6M.1N APPROVED LINERPER SPECIFICATIONS(EFFLUENT PIPE DLAMETER)BENCHING PERMISPECIFICATIONSCONCRETE WITH ADMIX FOOT #57 STONE I rMIN INSIDE WALL OUTSIDE WALL PRE -PRIMED JOINT SURFACES PRE -PRIMED SURF PRE -MOLDED PLASTIC JOINT JOINT SURFACES SEALER, APPLIED TO BOTH UPS COMPLETED JOINT WITH SQUEEZE -OUT SQUEEZE -OUT, MIN }' INTERIOR AND EXTERIOR NOTES: 1. DROP CONNECTIONS ARE REQUIRED WHENEVER INVERT OF INFLUENT SEWER IS 24'OR MORE ABOVE THE INVERT OF THE MANHOLE. SEEMANHGLE CONNECTION DETAIL 2. ECCENTRIC CONE DESIGN MAY BE USED FOR CONFLICT RESOLUTION WITH OCU APPROVAL 3. A FLOW CHANNEL SHALL BE CONSTRUCTED INSIDE MANHOLE TO DIRECT INFLUENT INTO FLOW STREAM. 4.LIFT HOLES THROUGH STRUCTURE ARE NOT PERMITTED. 5. WRAP TIGHTLY AROUND CASTING JOINTS AND APPLY HIGH INTENSITY PROPANE TORCH TO EFFECTIVELY SEAL THEM FROM GROUND WATER INFILTRATION. 6. HDPE ADJUSTING RINGS MAY BE SUBSTITUTED FOR BRICK RISERS. 7. SECTION HEIGHTS VARY AS REQUIRED, AND AS AVAILABLE, FROMAPPROVED MANUFACTURERS LISTED IN APPENDIX D. ORANGECOUNTYUTILTRES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL 2 DATEnFebmry 11, 2011 SERVICE LATERAL FIGURE A305 3 3 3I WYE WITH SEWERMAIN JRH SIZE VARIES CLEAN-OUT I (TYP) WYE WITH CLEAN-OUT (= • -6 BRANCH _ DOUBLE 645' t - WYEWITH (TYP.)BEND 6 BRANCH BUILDER'S PLUMBER (SEE NOTE LOT LINE CURB (SEE NOTE 4) PLAN NTS (TYP.)TEMP. PLUG 1 (SEE NOTES 2 AND 7) WYE WITH STAKE TO SHOW LOCATION OF BEND TEMPORARY PLUG. (TYP.) jr L(TYP.) BUILDERS FINISHEDSLOPE TO TERMINAL DEPTH II LOT GRADE @ 1.091. MIN (TYP.) ROTATE/ SPRINGLINE L(TYP.) BUILDER'S 30° (TYP.) SEVYER MAIN PLUMBER (SEE TEMP PLUG I NOTE T) (TYP.) (SEE NOTES !AND 7) SINGLE I DOUBLELOCATOR BALL LATERAL LATERAL 6MAXBELOWPIPE PROFILE (TYP)SEE NOTE NTS NOTES: 1. INVERT OF SERVICE LATERAL SHALL NOT ENTER SEWER MAIN BELOW SPRING UNE. 2. SERVICE LATERAL SHALL BE CAPPED BY DEVELOPER'S SITE -WORK CONTRACTOR. 3. WYE TO BE NO SHALLOWER THAN 3 -FEET AND NO DEEPER THAN 5 -FEET. 4. LOCATOR BALLS TO BE INSTALLED BY DEVELOPER'S SITE -WORK CONTRACTOR, ONE PER SERVICE. S. ALL FITTINGS SHOWN ARE TO BE INSTALLED. 6. SERVICE CONNECTIONS SHALL BE PERMANENTLY MARKED BY CUTTING AN'S° IN THE CURB DIRECTLY OVER THE LATERAL 7. BUILDER'S PLUMBER WILL REMOVE PLUG, INSTALL CLEANOUT, AND CONNECT SERVICE LATERAL TO HOUSE. ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL tae�cnu,nw siwnuatw utw7lrnt•s UCNCItAL DATE: February 11, 2011 GRAVITY MANHOLE CONNECTION FIGURE A302 PRECAST MANHOLE WALL TEE M INFLUENT SEWER PVC PLUG WITH TOP HALF (SEE NOTE 2) AREA OPEN 6' CONCRETE ENCASEMENT INLET CONNECTION AT INVERT OF VERTICAL PIPE DROP PIPE (SEE NOTE 1) r 90° SEND Z_ 6' I ?490' HOOK AT 6 O.C.E.W. GRAVITY OUTSIDE DROP CONNECTION (EXISTING MANHOLE) PRECAST STAINLESS STEEL BAND PRECAST MANHOLE STAINLESS STEEL PIPE CLAMP MANHOLE WALL WALL PVC CASTIN-PLACE S PVC ESIUENT CONNECTOR NEW AND EXISTING MANHOLES NEW MANHOLES ONLY STANDARD CONNECTION NOTES: 1. DROP PIPE AND FITTINGS SHALL BE OF EQUAL SIZE AND MATERIAL AS THE INFLUENT SEWER. 2. AN OUTSIDE DROP CONNECTION SHALL BE REQUIRED FOR ALL INFLUENT LINES WHICH HAVE AN INVERT 2' OR MORE ABOVE THE MANHOLE INVERT. 3. CONTRACTOR TO COORDINATE THE PRESENCE OF UTTUTIES INSPECTOR DURING CORING AND CONNECTIONS TO EXISTING MANHOLES. ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL DATE: February 11, 2011 SERVICE LATERAL FIGUREA305 3I 3 JRH rc WYEWITH SEWER MAIN M !4' MIN 6 BRANCH SIZE VARIES CLEAN-OUT 6'45' (TYP) BEND WYE WITH I i ---C• - - 68RANCH -_ DOUBLE 1 n 6.45° WYE WITH BEND 6 BRANCH L(TYP.) BUILDERS LOT PLUMBER UNE (SEE NOTE 7) \ CURB (SEE PLAN TYPJ TEMP. PLUG LUG NOTE 4) NTS (SEENOTES2LUG 7) STAKE TO SHOW LOCATION OF TEMPORARY PLUG. (TTP.) FINISHED SLOPE TO TERMINAL DEPTH I ROTATE— I SPRINGUNE L(TYP,)BUILDER'S TEMP PLUG 30• (TYP.) SEWER MAIN PLUMBER (SEE NOTE 7) (TYP.) (SEE NOTES 2AND 7) SINGLE I DOUBLE LOCATOR BALL LATERAL LATERAL 6 MAX BELOW PIPE PROFILE (TYP)SEE NOTE NTS NOTES: 1. INVERT OF SERVICE LATERAL SHALL NOT ENTER SEWER MAIN BELOW SPRING LINE. 2. SERVICE LATERAL SHALL BE CAPPED BY DEVELOPER'S SITE -WORK CONTRACTOR. 3. WYE TO BE NO SHALLOWER THAN 3 -FEET AND NO DEEPER THAN &FEET. 4. LOCATOR BALLS TO BE INSTALLED BY DEVELOPER'S SITE -WORK CONTRACTOR, ONE PER SERVICE. 5.ALL FITTINGS SHOWN ARE TO BE INSTALLED. 6. SERVICE CONNECTIONS SHALL BE PERMANENTLY MARKED BY CUTTING AN'S" IN THE CURB DIRECTLY OVER THE LATERAL 7. BUILDER'S PLUMBER WILL REMOVE PLUG, INSTALL CLEANOUT, AND CONNECT SERVICE LATERAL TO HOUSE. ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL DATE: February 11, 2D11 STANDARD MANHOLE FRAME AND COVER FIGURE A304 RAISED 1-12' LETTERS FLUSH WITH TOP PLAN NONPENETRATING :K HOLES 25 314" MACHINED 05/06/1016 MATING 1 1 SURFACES JRH 1-1? MIN 'Ly 6, 2016 !4' MIN 39" ELEVATION NOTES: 1. ONLY APPLIES TO UTILITIES OWNED AND MAINTAINED MANHOLES. 'ORANGE COUNTY" SHALL NOT APPEAR ON PRIVATE MANHOLES. G O v .0 (. ,00 ,/ hb 225 E. Robinson Street Suite 300 Orlando, FL 32801 407.839.4006 Certificate of Authorization Number FL #3932 Ocoee Crown Point PUD Phase 213 Ocoee, Florida n...<n AFP,G 3 Rweedpn Gty&OCUaannent O3 3/WI7 2 R'i'HN'Cy&Cw.ty m at 0/012016 1 Submit tsaryalawee&CCU 05/06/1016 oogw q a,�a q JRH JRH Construction Approval 'Ly 6, 2016 Vertical Datum NAVD88 Standard Wastewater Details C9.06 James Hoffman, P.E. P.E. R 75623 Pg • DATE: Mar. 03, 2017 61975.00 6197500—PH28—DT—UT.DWG \\vhb\prol'\Odando\B1975.00 ocoee crow point\cad\Jd\Planeel\Phaee28\6197500-Ph2B-DT-UT.dwg "A Plpe/MnIn color based on use. Ib1e (Syixr) xeh (type) See Note 2. for lettering size and PIPE LETTERING NOTES: spacing. 1. Lettering shall appear on three (3) sides of the pipe/main and rum the entire length of the pipe/nein. 2. Lette shall he o minimum of 3/4' In height and shall be aligned wit the be length of pipe/main, with no 9reater than 21 Lettering must be per a usanently Impregnated Into the pipe/main, not painted or stenciled. 4. Lettering shall be of contrasting color to pipe/main color. Pipe Marklno (LettSt pZl 1 ) Men (type) win «ype) )b1, ttype) Diameter = 2.5' to 4' 3' Tape centered along the top half of pipe. t ) vml < ) dRtd t) Ywtt wye t ) win t ) IS. 17 Diameter = 6' to 16' Two (2) 6' Tapes along both sides of top half of pipe. < ) Hwlr t ) •zwM t ) 4wx t ) Diameter = 20' and larger Three (3) 6' Tapes along top and both sides of top half of pipe. WQrnino Tons N.T.S. WARNING TAPE NOTES: 1. Tape color shalt be In accordance with (sane) as main/plpe calor 2.Tope lettering shall be V In height with no greater than l2' p spading. 3. Warring tape shall extend total length of pipe. Pipe Identification and WorningTopeOetailIdentification and Warning Tope -M, N.T.S Crown trench areas 0dmin.) Existing Rock ■a See Note 2 NOTES: 1. Pipe bedding nateriol and trench backfill shall be select common (c(ean) fill compacted to 95X (98X In o d.ay) of the maximum density as per AASHTD T-IBO, 2. Contractor shall install crushedrock (or equivalent bedding material) where pipe bedding does not provide olid support (yielding or plastic). Beeth F material shall be a miniof 6', or as neeomum ded, to provide na -yielding ppart for the pipe. All unsuitable material shall be removed from pipe bedding unless special pros are approved Y tvision he City. 3. Excavated trench width at pipe haunch shall be sufficient In size for haunch compaction, but shall be ro greater than 15' an each side of pipe for rpes less than 24' In diameter (24' for pipes 24' diameter or greater.) 4. Voter shall not be permitted In trench line during construction. 5, Pipe IIne shall be Installed with bell fitting facing upgrade. 6. Gravity serer shall have a 6' minimum rock bed. Pipe Beddina and Trench Detail N.T.S. o- =at Arface Treatment Vavlvoxushewith hL grfCWan " 9, _Hary/SubcaHs 4• x 4' X le• 011 Valve In Pavement prem Precast passe bronzy i th dkc h N.T.S. grout 3' Oto. Dranze Disc anchored In as ,et, 3, pad R4 Hw 16' parwntl whim 2' NNnww concrete Valve Box and Cover N6 Zo 6, 3• Db. '_ Gsc a meed b c to pea. 12• SZ St.. of the ..In. n Tvme_- Type of valve. T'•a - \.^_ s:rw1-,e Serwre, Vater, Reclaimed4",'r')-.d_;y�a"`C•`" . t r or Sanitary -'� a;�; ::?t. ➢]1r�i�.. L Tri6 Tri It a Ion to n�4 ri open and R of Turns 3_3' D1H,� SIa.Hlron a 1DlssGHren e r 3� sr��]I. Brame Dlsr VyQI,y.ILilvP In NonNon-Py�yy t syye t �r�yt-QreaArea N.T.S. WARNING TAPE NOTES: L Bronze Identification disc shall be required for all valves 16- and larger, or as equIned by the City. 2. Exact shape and size of bronze disc shall be approved by the City. 3. Valve color shall be 24' x 24' x 6' for bronze disc applications, and 18' x 10' x 6' all other locations. 4. Concrete for collar shall be fc' of 2,500 PSI minimum 2 28 days. 5. Valve box top and collar shall be 2' above grade, with I, transitioned over 5'. Valve Collar Detail Nm NOTES 1. All pipe shall be Installed with 1 10 THEN solid capper tracing wire. Tracing wire must he Installed directly above the pipe In a continous circuit and brought to the surface at 500' Intervals. 2. Tracing etre shall cover all main, pipe, branches (Including fire hydrants) andservice connections. 3. Tracing wire shall extend a minimum of 12' above grade at required Intervals and/or valve tIds. 4. Tracing wire shall be called and placed In a valve box and shall be easily a ssible. U. At dead ends of mains, pipe, and/or service, o t 500' Intervals, the tracing wire shalt be placed In n properly Identified PVC valve box. Tracina WS.Location N.T.. ar11z 6' Solid Bedding J (Rock) Concrete Collar, See Detail UT107 for details ,able cast lve box Valve box shall rest on bedding rock, not on valve or pipe, d shall be centered on operating nut. NOTES: 1. PVC extensions shall not be used on valve box . 2. The actuating nut for valves shop be no deeper than 24' from ultimate finished grade. 3. Where valve nut Is more than 36' below grade, valve assembly shall Include center spacing guide. Guide shall be approved by the City. Valve Box and Cover Detail N.T.S. a"' - FWshed Grade �__ Provide ane ca l000app f tradn9 wire venin 24• of antl Actuating Nut for Valve call ce tra .Ire In valve boxcing -_ ---- - Adjustment Ring_ R10 THEN SoW V0e MbM�d Pipe and - Valve End Cap Pipe/Main NOTES 1. All pipe shall be Installed with 1 10 THEN solid capper tracing wire. Tracing wire must he Installed directly above the pipe In a continous circuit and brought to the surface at 500' Intervals. 2. Tracing etre shall cover all main, pipe, branches (Including fire hydrants) andservice connections. 3. Tracing wire shall extend a minimum of 12' above grade at required Intervals and/or valve tIds. 4. Tracing wire shall be called and placed In a valve box and shall be easily a ssible. U. At dead ends of mains, pipe, and/or service, o t 500' Intervals, the tracing wire shalt be placed In n properly Identified PVC valve box. Tracina WS.Location N.T.. ar11z 6' Solid Bedding J (Rock) Concrete Collar, See Detail UT107 for details ,able cast lve box Valve box shall rest on bedding rock, not on valve or pipe, d shall be centered on operating nut. NOTES: 1. PVC extensions shall not be used on valve box . 2. The actuating nut for valves shop be no deeper than 24' from ultimate finished grade. 3. Where valve nut Is more than 36' below grade, valve assembly shall Include center spacing guide. Guide shall be approved by the City. Valve Box and Cover Detail N.T.S. a"' - L All pipe shall Include the Installation of RIO TNHN copper tracing wire capable of detection by cable locatingequipment. 2. Tracing wire shall be buried directly above the transverse centerline of thepe. 3. End(s) of the locating wires 11 be such that wire can he accessed by t ting equipment ssing the wire In a valve vault or blow -off box. Vire Is required to extend 12' minimum above finished grade. 4. Unless approved by the City, early warning tape Indicating the type of pipe shall be required. 5. All directional drill pipe shall have locating wire attached to the top of pipe and shall remain on the top of the pipe during Installation. �P�e Locating�re Detail Locating�re Detail N.T.S. 0-w Ilrlae Ocoee Crown Point PUD Finished GrDouble Rete. Valve Box and Hox (irafFic Cover rated) E (See UT 400)- -_ ---- - O V II Restraint MbM�d Pipe and - End Cap Crushed stone 6' thick extendfrg .0 ' Blue 2' beyond box 0 pnvedpe,Ory&dxVcamnent 0Lw2017 Polyethylene i Tapped Pip° End Cap i Submidro Gry ofdkoeeaoCU as/e6/N16 2' Brass oeea+erM a.adiy Coupling 00 Cr... Sectioa3t Section icvwtl c. om Construction Approval May 6, 2016 0 �•.0 Vertical Datum NAVD88 0 40 galvanized steel or brass with Finished Grade threaded (NPT) joints. Standard Reclaimed hb Early Varrdng Existing Grade Water Details 3, Pipe restraints shall be In accordance Tape 225 E. Robinson Street Tracing Vire V Maxine+ Suite 300 Orlando, FL 32801 407.839.4006 t Certificate of Authorization Pipe Number FL #3932 Cross Sectlan R10 THHN Tracing r. v v v v^v�� naw from Top of P Transverse NOTES: Section L All pipe shall Include the Installation of RIO TNHN copper tracing wire capable of detection by cable locatingequipment. 2. Tracing wire shall be buried directly above the transverse centerline of thepe. 3. End(s) of the locating wires 11 be such that wire can he accessed by t ting equipment ssing the wire In a valve vault or blow -off box. Vire Is required to extend 12' minimum above finished grade. 4. Unless approved by the City, early warning tape Indicating the type of pipe shall be required. 5. All directional drill pipe shall have locating wire attached to the top of pipe and shall remain on the top of the pipe during Installation. �P�e Locating�re Detail Locating�re Detail N.T.S. 0-w Ilrlae C9.07 Blowoff�sembiv Nom_ - ,r James Hoffman. P.E. P.E. #75623 myax„ww DATE: Mar. 03, 2017 61975.00 6197500-PH2B-DT-UT.DNG Ocoee Crown Point PUD Finished GrDouble Rete. Valve Box and Hox (irafFic Cover rated) Phase 2B (See UT 400)- -_ ---- - Ocoee, Florida II Restraint MbM�d Pipe and - End Cap Crushed stone 6' thick extendfrg ' Blue 2' beyond box 0 pnvedpe,Ory&dxVcamnent 0Lw2017 Polyethylene z xrb.d p,ary&Counrymmmwnn mdnvmle Tapped Pip° End Cap i Submidro Gry ofdkoeeaoCU as/e6/N16 2' Brass oeea+erM a.adiy Coupling JRH N" Cr... Sectioa3t Section icvwtl c. om Construction Approval May 6, 2016 NOTES: Vertical Datum NAVD88 1. All pipes and fittings shall be schedule 40 galvanized steel or brass with threaded (NPT) joints. Standard Reclaimed 2. All pipe and fittings shall be In accordance with City Standards for the applicable service provided. Water Details 3, Pipe restraints shall be In accordance with City Standard Detail UT104. C9.07 Blowoff�sembiv Nom_ - ,r James Hoffman. P.E. P.E. #75623 myax„ww DATE: Mar. 03, 2017 61975.00 6197500-PH2B-DT-UT.DNG \\vhb\proJ\Odando\61975.00 ocaee crown point\cad\Id\ploneel\phose28\6197500-Ph2B-DT-UT.dwg Roadway Curb Concrete eash pact, 6' thick by 6' matching Into curb. ExistingFemale Dulck Cornect Grade with CMI. -Lack L Cap Double (18' x 24') - Trafflc Rated Meter Box Ca Valve Cover. See 6' Thick UT400 for details Concrete Hotton ResMent Seat �Mlnlmum of 6' Gate Valve `I / crushed rock DS. Tee or Stainless� f SteelSaddle M (Potable or� Reclaimed) `XlNnun of 6' crushed rock Fitting NOTES: 1. Flush assembly material and box shall be consistent with requirements of either potable or reclaimed water. 2. In reclaimed application, D.I.P. to be painted with magenta (reclaimed) stripe. 2. Saddle or D.I. tee must match outside diameter of the main. 3. All fittings and Joints shall be mechanically restrained. Existing 90' Camp ... elon -� Curb Stop Fitting Ford KV43-342V-NL Service from Main (P.E.) 4" Flush Assembly N T S4oe XXU (FlexNet Box rRadlo Unit) ""Is Brass with 90' Curb Stops, Ford UV43-42V-NL Service Dual Meter from Main Front View (P.E.) NOTES 1. Vater Service shall be V diameter P.E. minimum. 2. Service curb stop shall be bullet locked using High Field Manufacturing Cap Seal # 93210130, Bullet Stud 93210140 and Base 93210120. 3. Service extension above finished grade shall be no more than 2' from back of curb. Meter Configuration N.T.3. �� Sir (t -- Property Limed ® Double Service ---Right-of-Vay ®Single Service urb Main Grassed Parkway Sidewatk Private ServicesPoght-of-Vay Tvolcal Meter Lovout L1ne NOTE3: 1. Pipes/mains In this detail are for representation purposes only. Refer to plan or utility sheets for pipes/main material, size, and configuration. 2. For meter conflguration, Including fittings and box, see City of Ocoee Meter and Meter Box Detail. 3. Unless directed by City, reclaimed and potable meter boxes shall be separated by placing the boxes at opposite property lines. 4. Meters should be centered In grassed parkway, If possible, offset from front of sidewalk 2', and such that private service will not cross adjacent lot. Meter & Service Location Detail N.T.S. �« tee® HDPE Pipe Pipe Gnp J Pip BeloSee Now Spool Appurtenance/ flog Spool Plece (Valve) See Note 4 Bela.. NOTES: BSP Cutaway View 1. This detail shall be followed with all fittings and/or appurtenances used with directionally drilled HDPE pipes (mains). 2. The views above depict a water valve, but are typical for use with fittings and/or appurtenances' connections to HDPE. 3. Spool piece consists of proposed pipe welded to MJ Adaptor Pre -Fused Flange, cut to a length to span from pipe to fitting. 4. Gap between pipe and spool piece shall be no greater than 12' or manufacture of electro -fusion coupling, whichever Is less. 5. Electro-fuslon coupling must be capable of pipe connections rated at 200 PSI operating pressure. 6. The Information and requirements In this detail are For connection only. Refer to other City details for other work and/or materials. HDPE to Fittings/A.ourtenance Connection Detail N.T.S. 0— unto 225 E. Robinson Street Suite 300 Orlando, FL 32801 407.839.4006 Certificate of Authorization Number FL #3932 Ocoee Crown Point PUD Phase 213 Ocoee, Florida s<.den 7vwa Duol Check Valve (Potable Vater), \� Ford HHCH31-323-NL u 3 Rer ",Gly&( ntta ent Private 1 Submit to Gry olacoae&aN Connection Side Slnole Neter vie. 3/4' Bross uo.aro, Construction Approval Vertical Datum NAVD88 Neter Connection ----_- Reclaimed Meter Connection Use Brass Meter Connection 1 (substitute for Dual Check Valve.) ""Is Brass with 90' Curb Stops, Ford UV43-42V-NL Service Dual Meter from Main Front View (P.E.) NOTES 1. Vater Service shall be V diameter P.E. minimum. 2. Service curb stop shall be bullet locked using High Field Manufacturing Cap Seal # 93210130, Bullet Stud 93210140 and Base 93210120. 3. Service extension above finished grade shall be no more than 2' from back of curb. Meter Configuration N.T.3. �� Sir (t -- Property Limed ® Double Service ---Right-of-Vay ®Single Service urb Main Grassed Parkway Sidewatk Private ServicesPoght-of-Vay Tvolcal Meter Lovout L1ne NOTE3: 1. Pipes/mains In this detail are for representation purposes only. Refer to plan or utility sheets for pipes/main material, size, and configuration. 2. For meter conflguration, Including fittings and box, see City of Ocoee Meter and Meter Box Detail. 3. Unless directed by City, reclaimed and potable meter boxes shall be separated by placing the boxes at opposite property lines. 4. Meters should be centered In grassed parkway, If possible, offset from front of sidewalk 2', and such that private service will not cross adjacent lot. Meter & Service Location Detail N.T.S. �« tee® HDPE Pipe Pipe Gnp J Pip BeloSee Now Spool Appurtenance/ flog Spool Plece (Valve) See Note 4 Bela.. NOTES: BSP Cutaway View 1. This detail shall be followed with all fittings and/or appurtenances used with directionally drilled HDPE pipes (mains). 2. The views above depict a water valve, but are typical for use with fittings and/or appurtenances' connections to HDPE. 3. Spool piece consists of proposed pipe welded to MJ Adaptor Pre -Fused Flange, cut to a length to span from pipe to fitting. 4. Gap between pipe and spool piece shall be no greater than 12' or manufacture of electro -fusion coupling, whichever Is less. 5. Electro-fuslon coupling must be capable of pipe connections rated at 200 PSI operating pressure. 6. The Information and requirements In this detail are For connection only. Refer to other City details for other work and/or materials. HDPE to Fittings/A.ourtenance Connection Detail N.T.S. 0— unto 225 E. Robinson Street Suite 300 Orlando, FL 32801 407.839.4006 Certificate of Authorization Number FL #3932 Ocoee Crown Point PUD Phase 213 Ocoee, Florida s<.den 7vwa 3 Pevxed per Gry ealV comment 03/a3M17 3 Rer ",Gly&( ntta ent 0?NUNl6 1 Submit to Gry olacoae&aN 0%'06!1016 Dopar ty JRH avaei ty 1RH uo.aro, Construction Approval Vertical Datum NAVD88 o,: May 6, 2016 Standard Reclaimed Water Details James Hoffman, P.E. P.E. N 75623,,,,,,E DATE Mar. 03, 2017 61975.00 6197500-PH2B-OT-UT.DWO \\vhb\pmjJ\0dandD\61975.00 pceee crown po1nt\cad\Id\P1enael\Phaea2B\6197500-Ph2B-00A dwg EXHIBIT "C' CONDITIONS OF APPROVAL To the extent the Land Use Plan and these Conditions of Approval conflict with the City of Ocoee Land Development Code, the provisions of the Land Use Plan and these Conditions of Approval shall control. Development Standards and Uses 2. With the exception of Tract 4, Tract 5 and Tract 13 if developed as a Bus Depot, unless specifically waived by the Ocoee City Commission, all development within the Ocoee Crown Point PUD must adhere to the Ocoee Crown Point PUD Development Standards prepared by Canin Associates dated September 2002, as the same may be amended from time to time (the "Ocoee Crown Point PUD Development Standards'); provided, however, that the Ocoee Crown Point PUD Development Standards will he applicable to such tracts only if such tracts are no longer owned by The School Board of Orange County (the "School Board). The Ocoee Crown Point PUD Development Standards provide additional and often mora stringent criteria for development within the Ocoee Crown Point PUD. Tract 4, Tract 5 and Tract 13 if developed as a Bus Depot are not subject to the Ocoee Crown Point PUD Development Standards but shall, to the greatest extent possible, be compatible therewith. In the event Tract 13 is developed as townhomes, such development shall be subject to the residential development sections of the Ocoee Crown Point PUD Development Standards. The Workforce Education sites (Tracts 6A, 613, 6G, 7A and 7B) shall be subject to the commercial development and village center development sections ofthe Ocoee Crown Point PUD Development Standards. Notwithstanding the foregoing, the City, or its assigns, as developer of the PUD may grant waivers from, amend or modify the Ocoee Crown Point PUD Development Standards to the extent such waivers, amendments or modifications are not expressly inconsistent with the Land Use Plan and the Land Development Code. Any such waiver, amendment or modification shall not require the approval of the City in its governmental capacity. 3. The uses permitted in the single-family residential portion ofthe PUD (Tracts 2, 3 & 50) will be the same as those uses permitted in an R -1-A district. As a condition of this PUD, any uses that would be permitted as a special exception in an R -1-A district will require special exception approval in this PUD. 4. The uses permitted in the Bus Depot/rownhomes portion ofthe PUD (Tract 13) shall be limited to Bus Depot and lownhome uses. 5. The uses within the commercial portions ofthe PUD will be the same as those uses permitted in a C-2 district. As a condition of" PUD, any uses that would be permitted as a special exception in a C-2 district will require special exception approval in this PUD. However, even though the following uses would normally be permitted in a C-2 district, these uses shall not be permitted in this PUD: automobile parking lot, automobile repair, automobile sales (new and used), automobile auction, automotive wrecking/salvage yard, boat sales and service, borrow pit, pawn shop, bus terminal, equipment sales, mobile home and travel trailer sales, motor vehicle wholesale, recreational vehicle parks, golf courselcountry club, recreational facility (neighborhood and commercial) and truck stop. 6. The uses within the institutional portions ofthe PUD will be those uses permitted under the Ocoee Comprehensive Plan. 7. The uses permitted in the Workforce Education portions of the PUD (Tracts 6A, 6B, 6G, 7A and 7B) shall be limited to use as Workforce Education and related uses undw the control of the School Board. For purposes hereof, "Workforce Education" uses shall mean uses related to high school, GED or post high school education focused on office, computer, service and technical skills and may include the provision of services to the public performed by students enrolled in such programs. 8. Workforce Education Tracts 6A, 6B, and 6G consist of a total of 19,400 square feet. Tracts 6A, 6B, and 6G aro conceptually located on the Land Use Plan and may be moved or combined into one or more buildings within any Tracts other than Tract 4, owned or to be owned by the School Board 9. The uses permitted in the High School portion ofthe PUD (Tract 5) shall be limited to use as a high school. 10. The uses permitted in the Elementary School portion of the PUD (Tract 4) shall be limited to use as an elementary school. 11. The Ocoee Crown Point PUD Land Use Plan includes public buildings on various parcels within the development Article 5, Section 5-7(B) of the Land Development Code indicates that the City Commission may authorize the location of such uses atter public notice and hearings. The public notice and hearings provided for the Ocoee Crown Point PUD Land Use Plan and Preliminary Subdivision Plan shall also serve as the required public notice and hearings for the proposed public buildings within this development Approval ofthe Land Use Plan shall constitute the City's approval ofthe following public buildings and their associated uses: Tracts 3A and 3C - Public parks with bag fields, amossaien s4sisda, nslFessa familities, picnic facilities, playgrounds, public-psAiiag-wow and other associated uses. Treat 4 - Public Elementary School with all associated uses. Tract 5 - Pubic High School with all associated uses. Tracts 6A, 6B. 6G. 7A and 7B - Workforce Education facilities as defined in this PUD Land Use Plan. Tract 8 -Fire Station with associated uses. Tract I 1 - Public Safety administrative and training facilities with associated uses. Tract 13 - Bus Depot facilities as defined in this PUD Land Use Plea This tract may also be used for other purposes, according to the Conditions of Approval. Site Development. 12. Intentionally Deleted. 13. Each fire hydrant shall be OSHA Yellow in color and a blue reflective marker shall be affixed to the street in the center ofthe lane closest to each hydrant. 14. All house pad elevations shall exceed the 100 -year flood elevation by a minimum of two feet as delineated by either the FEMA adjacent water elevation or that established in the developments stormwater ponds. 15. During submittal of a Final Subdivision Plan for any single-family development, the Developer must show "common areas" where required recreational facilities will be located within the residential subdivision, in accordance with the City of Ocoee Land Development Code. 16. Treat 2.3 and Tract 50, the single-family portions of the Project, may be developed as one development Recreational requirements for the three tracts will be based on the combined property. Only one community center will be required between all ofthe single-family portions of the project 17. In lieu ofthe developer ofthe single-family portion ofthe project constructing the community meeting room on the single-family portion ofthe site, the developer may propose to locale a joint use public/private structure on the Tract 3C park site. Any decision by the City Commission relating to approval of the foregoing shall be in its sole and absolute discretion based on a Final Subdivision Plan and consistent with City plans to develop Tract 3C. 18. The developer ofthe single-family portion of the project may propose to construct the bike path trail area within the wetlands as shown on this Plan in order to satisfy on-site recreation requirements. Any decision by the City Commission relating to approval ofthe foregoing shall be in its sole and absolute discretion based on Final Subdivision Plan and consistent with City plans with respect to the wetlands. 19. Interior streets, lot layouts, location of retention ponds, etc. within the single-family portion ofthe project as shown hereon are conceptual only. Final locations will be determined and approved as part of Final Subdivision Plans submitted for those portions ofthe project 20. All screen walls, landscape buffers, entry and comer landscape improvements, and sidewalks shall be completed prior to issuance of the Certificate of Completion for those corresponding phases. 21. For each single-family lot, a street tree shall be provided by the homebuilder at the front of each lot (two street trees on comer lots, with one on each street), prior to issuance of a Certificate of Occupancy for the house constructed on that lot. Each tree shall be a shade tree end shall be a minimum of 2" DBH and 10' tall at Uhe time of planting. 22. For each individual lot within the single-family subdivision, if developed under the large Lot Criteria Matrix, the buildings shall not exceed 55% lot coverage and the total of all impervious surfaces shall not exceed 65% If the single-family subdivision is developed under the Traditional Neighborhood Development (TND) Criteria Matrix, the buildings shall not exceed 60% lot coverage and the total of all impervious surfaces shall not exceed 75%. Each lot within Tract 13 (if it is developed with townhomes), the buildings shall not exceed 709/6 lot coverage and the total of all impervious surfaces shall not exceed 9040. 23. Stmelhghts will be installed prior to a Certificate of Complction being issued, and the cost of operations will be assumed in accordance with the provisions ofthe City of Ocoee Land Development Code in effect at the time of issuance of a Certificate of Completion. 24. All underground utilities shall incorporate pedestal -mounted utility boxes to be placed back offthe street no more than 5' forward ofthe front building setback line on all residential lots. 25. Unless the Developer enters into a wholesale agreement with Orange County Utilities for the provision of sewer service from Orange County Utilities, all tracts, with the exception of Tenets 9, 10 and 11, will receive sewer service from Orange County Utilities. All tracts, with the exception of Tracts 9, 10 and 11, will receive potable water service from Orange County Utilities. Tracts 9, 10 and 11 will receive sewer service and potable water service from the City of Ocoee. All Tracts within the PUD will receive reuse water service from the City of Ocoee. 26. The Developer of each tract shall be responsible for installing reuse lines along with the other subdivision infrastructure. AL such time as reuse water is available to the property, each Developer shall be responsible for connection to the reuse system lines. 27. All on-site utilities including electrical, cable TV and telephone shall be placed underground. 28. Any damage caused to any public roads as a result of the construction activities related to the project or any portion thereof shall be promptly repaired to the applicable government standards at the sole cost and expense of the owner of the portion of the project being developed in connection with such construction activities. 29. The Developer is to protect and prevent any disturbance, siltation, or other construction within the conservation areas (Tracts 17, 18, 19) inside the 100 -year flood elevation. Those areas are to be fenced off during construction and sift fences installed to eliminate any possible disturbance in those areas during construction. 30. Each phase of development shall stand on its own, or in connection with previously developed phases, with respect to public services (sewer, water stormwaler managemeat, access and other related services). 31. Appropriate signage will be provided on undeveloped commercial parcels as notification to future single-family lots purchasers ofthe intended use of such parcels. Signage will be a minimum of 32 sq. ft. and placed in locations approved by the City. 32. All existing structures (including buildings, power lines, existing aerial and utility facilities) and Florida Power Corporation easements will be removed and/or terminated prior to or during construction ofthe development replacing those uses. 33. The development of this project will incorporate the siormwaler needs of all public roads within the project. 34. Each tract developed for residential purposes shall comply with the provisions of the City of Ocoee Land Development Code relating to the inclusion of community meeting rooms as an amenity for residential subdivisions. 35. Decorative fountains shall be provided on Ponds 8 and 11, and on Tract 6F. 36. Except as to Tract 5, there shall be a minimum landscape buffer of 10' between adjacent parcels, and a 15' landscape buffer from local streets. Therefore, Tracts 1 (Waterfront Village) and Tract 2 (Residential Subdivision) shall have a minimum landscape buffer of 10' separation between the two tracts. There shall be a 15' landscape buffer on Tract 5 adjacent to the road south of Tract 5. baeles up te the nsideniial lots, theice shall be a 25' lmdseape buillef semening the fasidenees ffem the lights said eeiiViiies spilte Park Ris the 37. Project monument signs for the Ocoee Crown Point PUD development shall he constructed on existing easements on the western quadrants on the Ocoee Crown Point Parkway and Ocoee -Apopka intersection. The signs shall be constructed prior to the fust Certificate of Occupancy for the residential development or the village center, which ever comes that. 38. A nhaxhumm of 2 commercial out parcels are permitted in Tract 10 and a maximum of 3 commercial out parcels are permitted in Tract 9. The access for the out parcels shall be through the main access points as identified on the Land Use Plan. No additional access locations will be permitted. Easements. 39. A non-exclusive conservation and drainage easement shall be dedicated to the City of Ocoee lakeside of the 100 -year flood elevation, including a 25' upland buffer area adjoining same. A non-exclusive conservation and drainage easement will be provided over the preserved wetlands associated with [lite Staten Branch ditch, also dedicated to the City. 40. Dminage easements are shown hereon for locational purposes only. Final easement dimensions (widths) will be shown on the Final Subdivision Plan and will be sized to meet City requirements. 41. Unless otherwise noted, a 5' utility and drainage easement will be platted along all side lot lines, and a 10' utility and drainage easement will be platted adjacent to all street rights-of-way. 42. All drainage, utility and maintenance easements shall be for the benefit of the properly owners association and/or one or more slormwater utilities established by the City for the purpose of operating the stormwater management system within the PUD. On the residential lots, the land burdened by such easements shall be owned by the individual lot owners. The drainage and utility easements shall be dedicated to the perpetual use of the public at the time of platting. 43. An emergency access easement to the retention ponds and over all drainage easements shown hereon shall be dedicated to the City for emergency maintenance purposes at the time of platting. The emergency access easement will not impose any obligation, burden, responsibility or liability upon the City, to enter upon any property it does not own or take any action to repair or maintain the drainage system on the Property. 44. A perpetual, non-exclusive easement for access over all internal roadways and paved areas shall be granted in favor of the City and other applicable authorities for law enforcement, fire, and other emergency services. 45. Within sixty (60) days of the School Board providing written notice to the City requesting the same along with a legal description for the easement area, the City shall grant to the School Board a non-exclusive temporary construction access easement in a form acceptable to the School Board and the City allowing access to Tract 5. The easement area shall generally consist of the Property set forth on the Land Use Plan as Tract 33. Following the conveyance of the easement, the School Board shall construct and maintain a stabilized road over the easement area which shall also serve as an emergency access road for emergency vehicles. The stabilized road shall be gated so as to prevent access by the public during days and hours where construction activities are not taking place on Tract 5. The School Board shall be solely responsible for traffic control issues that may arise along Ocoee Apopka Road during the School Boards use of the easement. All improvements constructed by the School Board within the easement area shall became the properly of the City following termination ofthe easement. The easement shall terminate at such time as the permanent public road within Tract 33 is completed. Lift Station. 46. All lift stations shall be fenced with 6' black, decorative metal fence, with post rails painted black, and shall be set back no less than 25' from any street. The lift station fenced enclosures shall also be screened with a Viburnum, Ligustrum, or Podocarpus hedge. 47. All landscaping around lift stations shall be maintained by a property owner's association. 48. All lift station tracts shall be maintained by the master property owner's association or dedicated to Orange County at the time of platting, free and clear of any liens or encumbrances, or at such earlier time as may be required by Orange County. Roads. 49. No private roads or gated developments shall be permitted within the PUD unless specifically waived by the Ocoee City Commission. 50. All access rights to all public mads, except at approved locations shorn on the Plan, shall be dedicated to the City of Ocoee at the time of platting. 51. All roads will be dedicated to the public unless otherwise noted. 52. Additional right-of-way areas designated on the Preliminary Subdivision Plan shall be dedicated to the public via platting (or as a separate document) prior to issuance of building permits for the specific tract 53. It is anticipated that additional road right-of-way will be needed for future improvements to Ocoee Apopka Road and Fullers Cross Road, as shown on Sheet C104. The width of additional right-of-way that will be needed on each side of each road will be determined prior to approval ofthe Preliminary Site Plans or Preliminary Subdivision Plan for each affected tract (Tracts 9, 10 and 11). 54. Separate traffic impact studies shall be provided with the Preliminary Subdivision Plans for Tracts 9 and 10. Those studies shall indicate whether tum lanes and/or other improvements will be necessary to serve the development on those tracts, and the extent of those improvements. 55. Village Center Drive within Tracts 33 and 33A will be built in conjunction with the development of the Village Center (Tracts 6C, 6D, 6E and 6F). In the event the road or a portion thereof is required prior to said development then the party requiring the road will be solely responsible for the construction of said road or a required portion thereof and shall not be entitled to any compensation or reimbursement from any party. 56. Tracts 7A and 711 may not be developed until such time as Village Center Drive and the road within Tract 34A and 34B is constructed. Promerly Owner's Association. 57. All legal instruments, including but not limited to the property association documents such as articles of incorporation, bylaws, and declaration of covenants and restrictions, shall be provided to the City for review and approval prior to or at the time of platting all or a portion of the property. 58. All tracts, which are to be owned and maintained by the property owner's association, shall be conveyed to the property owner's association by special warranty deed at the time of platting. 59. Subject to the provisions of Conditions of Approval 85, 86 and 87, property owner's associations will be created for maintenance and management of all common areas and facilities within residential and commercial tracts, unless otherwise noted. All tracts owned by the City or School Board shall be exempt from assessments by, or participation in, property owner associations unless otherwise agreed to by the City and School Board Notwithstanding the foregoing the City on its own may elect to participate on the Board for any property owner association formed and/or retain voting rights for tracts owned by the City. E u .0 s I000 . 00 / hb 225 E. Robinson Street Suite 300 Orlando, FL 32801 407.839.4006 Certificate of Authorization Number FL #3932 Ocoee Crown Point PUD Phase 2B Ocoee, Florida 3 RnnM p, GN am comma' OVOOD17 2 Resell per Gty aC ,ty comment 09/MMn6 1 Submit to Gty orOmee&OCU OSMUM6 Da'a.r q JRH v"aa q JRH and b Construction Approval Vertical Datum NAVD88 D,b May 6, 2016 Conditions of Approval o C9.15 NOTE: CONDITIONS OF APPROVAL AS APPROVED BY THE CITY COMMISSION ,lames Hoffman, P.E. ON SEPTEMBER 15, 2015, UNDER P.E. # 75623 AGENDA SECTION H, REM 10. DATE: Mar. 03, 2017 6 61975.00 1975.w 6197500-PI1213-COA.DWG \\vhb\proj\0dando\61975.00 trace crown point\cad\Id\Planset\Phose2B\6197500—Ph2B—COAdwg Trees. 60. Existing trees 8" or larger (other than citrus trees or `trash" trees) located along proposed locations of buffer walls or road right-of-way lines will be preserved if at all possible. The buffer walls and roads will be designed around three trees to incorporate them into required landscape buffers and a street trees. 61. The existing grades on individual lots containing protected trees will be maintained as muds as possible to preserve existing protected trees. For los containing protected trees, there will be no grading or other construction on individual los, except as specified in the Final Subdivision Plan, until building permits are issued for those los. 62. All utilities to be placed within the 10' easement along the front of each lot will be placed around existing protected trees to be preserved. 63. In order to ensure that as many existing trees as possible will be preserved, all road right-of-ways and retention areas will be flagged for review by the City and the Engineer prior to any tree removal. No clearing permits will be issued for site work or building construction until all trees to be preserved have been clearly marked with tree protection barriers. 64. Except for Tract 4, Tract 5 and Tract 13 if developed as a Bus Depot, a tree survey will be provided with the Preliminary Subdivision Plan submitted for each phase of development, according to the Land Development Code requirements. 65. Removal of existing trees will be limited to clearing road right-of-way and retention areas as detailed in these plans. All existing protected trees on individual lots will be evaluated at the time a building permit is issued for that lot, to determine whether or not each tree needs to be removed 66. Except for Tract 4, Tract 5 and Tract 13 if developed as a Bus Repot, no person shall undertake land clearing or the removal of any protected tree without fust obtaining a permit from the Building Department. The removal of protected trees shall be minimized to the maximum extent possible and no authorization shall be granted to remove a tree if the Developer has failed to take reasonable measures to preserve specimen and historic trees. School Sites. 67. Pursuant to the City of Ocoee Cade, the commercial properties within this PUD are exempt from the locational requirements of the City of Ocoee Code relating to the sale of alcoholic beverages near school sites within the PUD. Nothing herein shall be construed m providing any exemption to the businesses within the commercial properties of this PUD from locational requirements relating to the sale of alcoholic beverages near any school or church not within this PUD. 68. Pursuant to Section 1013.33(11), Florida Statutes, the City advises the School Board that Tract Nos. 4 and 5, which are intended to be developed as an elementary school site and high school site, respectively, are consistent with the land use categories and policies afire City of Ocoee Comprehensive Plan 69. Intentionally Deleted. 70. As a courtesy the School Board will submit to the City a proposed site plan for Tracts 4 and 5 prior to development thereof for comments from the City to better coordinate the overall development The foregoing courtesy review shall not constitute the approval of the Ocoee Crown Point PUD contemplated by Section 1013.33(12), Florida Statutes. 71. The School Board shall be required to submit to the City a proposed site plan for Tracts 6A, 6B, 6G, 7A, 7B, 13, and 4l. The proposed site plans for these tracts shall be subject to review and approval by the City in accordance with the then applicable provisions of the Ocoee Land Development Code; provided however, that in connection therewith, the City shall not impose any conditions inconsistent with the approved Land Use Plan or require any off-site improvements so long as said Tracts are owned and developed by the School Board for governmental or public education purposes. 72. Modular buildings (portables) will not be allowed on Tracts 6A, 6B, 6C, 6D, 6E, 6F, 6G, 7A and 7B. 73. Intentionally Deleted. Bus DemoVfownhomes 74. For purposes hereof, "Bus Depot" shall mean: parking, storage, staging, maintenance and repair of Orange County Public School buses. 75. In the event Tract 13 is developed for townhomes, the deed for the conveyance of each townhome unit shall contain a restriction requiring that the garages must be used for parking cars and the parking will be prohibited on the public or private streets within the townhouse area, except in designated parking spaces. 76. In the event Tract 13 is developed for townhomes, the deed for the conveyance of each townhome unit shall contain a restriction indicating that if trash cams are used at individual units, they should be stored in the garage, bid if they are stored outside the garage, they will be screened from view with a decorative fence and/or landscaping. 77. In the event Tract 13 is developed for townhomes, short -tern rentals (rentals less than 6 months) shall be prohibited. This restriction shall be incorporated into the joint HOA documents and shall also be enforceable by the City. 78. The subdivision infrastructure for Tract 13 (Bus Parking and Maintenance/fownhomes) will be sized for the primary use of townhomes, which requires higherservice levels than the bus parking/maintenance use. 79. In the event Tract 13 is developed for townhomes, Tract 13 shall be developed consistent with all provisions of the Ocoee land Development Code relating to townhomes in affect at the time of development. Nothing herein shall be construed as granting any subdivision or site plan approval for Tract 13. 80. Except as otherwise agreed to by the City and School Board, the School Board is not contributing toward the toss of the master project infrastructure, including roads, utilities and the master stormwater system within the PUD and for bringing of infrastructure improvements up to the PUD. Notwithstanding the foregoing, in the event Tracts 12, 12A, 1213, 13 and 41 are developed or utilized for any purpose other than as a Bus Depot and associated purposes related thereto, then: (a) the developer of Tract 13 shall be solely responsible for the construction of the segment of Ocoee Parkway (including associated stormwater ponds, utilities, intersection improvements, tum lanes and sidewalks) within Tracts 12C, 35 and 16B from Fuller's Cross Road to the southern boundary line extended of Tract and to the extent the City or others install all or some of the above -referenced hhfrastrucmre the City shall notify the owner of Tract 13 of is intent to install such infrastructure prior to commencing such work and the developer shall reimbursa 100% of the costs and expenses incurred within sixty (60) days of aceipt of a written demand for such reimbursement accompanied by doeanentation with respect to the expense for which reimbursement is sought; and (b) no building permits or Certificates of Occupancy shall be issued by the City for Tracts 12, 12A, 12B, 13 or 41 until such time as the City issues a Certificate of Completion for such infrastructure and, if applicable, receives the foregoing reimbursement. The foregoing condition is a material inducement to the City to allow Tract 13 to be developed or utilized for purposes other than m a Bus Depot and the City would not allow such in the absence of this condition which is intended to allocate to Tracts 12, 12X 12B, 13 and 4l an equitable portion of die master project infrastructure costs which are otherwise being home by the City or others. 81. Intentionally Deleted. 82. If Tract 13 is developed as a Bus Depot, at a minimum there shall be a landscape buffer of 25' between the Bus Depot use and both the West Orange Trail and Ocoee Parkway. The landscape buffer shall contain a berm and the property line between Tract 13 and the West Orange Trail shall be fenced with a black fence with black posts and rails, and a creeping vine planted along the fence. If Tract 13 is developed m townhomes, the minimum landscape buffer shall be 15'. Adjacent tract landscape buffers will remain at 10' as designated on various sheets of these plans. Sidewalla. 83. Sidewalks shall be constructed in locations as shown on the Preliminary Subdivision Plan. With the exception of development of Tracts 4 and 5 sidewalks which are shown to be within the development parcels shall be constructed at the cast of the parcel developer and shall be constructed prior to issuance ofthe first Certificate of Occupancy for the parcel. Sidewalks shown within the right-of-way as well as street lighting and landscaping shall be constructed as part ofthe corresponding infrastructure improvements. 84. At all comers and where otherwise applicable, sidewalks shall have access ramps constructed to accommodate those in wheelchairs and others who are physically challenged. Wetlands. 85. Weiland and existing surface water impact for this property is regulated by SJRWMD and FDEP. General or Individual permits era required cies prior to commencement of consuuclion. 6. Qs Subject to 88(b) clow, the Developer shall comply with all raquiremeos of the City and other govemmeatol entities with jurisdiction to t t ds being preserved and to prevent any disturbance, siltation, or other consWction below the natural wetland lines. Further, the area below the natural wetland lines shall be fenced off (and silt fences shall ba installed) during construction activities immediately adjacent to rte wetlands, in order to minimize disturbances of the wetlands during construction. 87. The Developer agrees to implement the wetland impact and mitigation plan provided in Section C of the Crown Point PUD Conceptual Environmental Resource Permit Application and Slormwater Management Computations site as set forth in the submission dated September 22, 2002 from VHB to SL John's River Water Management District (SJRMD) and its attachments. The Developer agrees to undertake the Developer commitments set forth in the report. The Developer must obtain approval from the City to deviate there from. 88. With respect to flood plains and wetlands, the Developer agrees as follows: a. There shall be no development in the 100 -year flood plain. b. If the Developer obtains development permits from the St. Johns River Water Management District, which allow for a wetland enhancement program, then the Developer may develop in accordance with those permits, so long as the development is consistent with the Preliminary Subdivision Plan submitted to the City by the Developer. Without limiting the foregoing, the Developer acknowledges that the City will accept the concept of having retention of stormwater in wetlands, but only if the wetlands are still defined as functional, enhanced wetlands in the post -development stale. There may be exceptions to this standard of certain locations specifically approved as part of the Final Subdivision Plan. In the event the Developer does not obtain development permits from St. Johns River Water Management District for intrusion or enhancement of wetlands, than the Developer will submit to the City a modification ofthe current Preliminary Subdivision Plan wherein no intrusion or enhancement of wetlands is provided. C. To the extent any wetlands located within the subject property have not been dedicated to the SL Johns River Water Management District, the Developer agrees, at the request of the City, to dedicate such wetlands to the City for conservation or open space purposes (or for recreational purposes as approved by the City and the St. Johns River Water Management District). Stormwater. 89. All property in this PUD is subject to the provisions of Article I of Chapter 150 ofthe City Code, the Stormwater Management Utility System Article. In addition, the City may establish within the PUD one or more slormwaler utilities for the operation of the stormwater management system and/or one or more stormwater management system benefit areas for the operation, maintenance and administration of the public storrttwater management system for the benefit of all or a portion of the PUD. Any such stormwater utility maybe designated by the City as the maintenance entity for the project's stormwater management system. 90. In the event one or more stormwater utilities are established within the PUD the City of Ocoee will retain title to the stormwater management tracts and the stormwater utilities will operate and maintain the stormwater systems within the stornwater tracts. 91. In the event the master stornwater retention ponds aro conveyed to a property owner's association (the "Association') then the Developer shall remain responsible for the maintenance of the project's master stormwater management system ("SWMS'), including all master stormwater retention ponds, until such time as: (i) the SWMS for the project is constructed and appropriate certificates of completion issued by both the City and the SJRWMD, (ii) the master stormwater retention ponds intended to be conveyed to the Association have in fact been conveyed to the Association, (iii) the Association is designated as the maintenance entity on the records of the SJRWMD and all transfer records required by SJRWMD have been executed and accepted by SJRWMD, (iv) the City has been provided with a copy of the developer's proposed maintenance plan with respect to the SWMS, and (v) the City has been provided with a written statement from tire Association acknowledging receipt of the Developer's proposed maintenance plan with respect to the SWMS and that the Association is responsible for the maintenance of the SWMS. Declaration Documents. 92. All Declaration of Covenants and Restrictions affecting the Property shall include the following provisions: a. Provision allowing the City to levy, collect, enforce assessments for maintenance of common areas if the Association fails to do so or fails to maintain assessments st a level allowing for adequate maintenance. b. Provision granting the City the right, but not the obligation, to maintain/repair the SWMS and obtain reimbursement from the Association, or from the Developer if (i) turnover of control to the members has not occurred, or (ii) if the Developer is still responsible for maintenance of die SWMS. C. Provision providing that the SWMS will be transferred to a responsible operation/maintenance entity acceptable to the City in the event of dissolution and that if dissolution occurs without such approval then the City may continue to levy and collect assessments and impose liens with respect thereto notwithstanding the dissolution ofthe Association. d. Provision that the Association shall at all times be in good standing with the Florida Secretary of State. e. Provision that at the time of turnover of control of the Association to the members, the Declarant shall deliver to the new Hoard of Directors the maintenance plan for the SWMS accompanied by an engineer's certification that the SWMS is functioning in accordance with all approved plans and permits. To the extent that any such engineer's report indicates any corective action is required the Declarant shall be required to diligently undertake such corrective action at the Declarnnt's expense and to post a cash bond with the Association for the estimated costs of such corrective action. L Provision that no property owned by the City or any other governmental entity shall be subject to assessments levied by the Association. Standards - h. Provision that any amendment to any provision affecting the City requires the consent of the City in an instrument recorded with the amendment. The development of Ocoee Crown Point PUD Phase 2B shall be done in accordance with the provisions stated in Declaration of Restrictive Covenants, Easements, and Cost Sharing Agreement, recorded at document 20160343159, public records of Orange County, Florida Miscellaneous. 93. This property is subject to the terms and conditions of that certain unrecorded Interlocal Agreement between the City of Ocoec, and the Orange County School Board dated June 13, 2000, w it may from time to time be amended. 94. The City of Ocoee is subject to the terms, provisions and restrictions of Florida Statutes Chapter 163 concerning moratoria on the issuance of building permits under certain circumstances. The City has no lawful authority to exempt any private entity, or itself, from the application of such stale legislation and nothing herein should be construed as such an exemption. 95. A copy ofthe PUD Land Use Plan shall be available for review by prospective buyers in all residential sales offices. 96. Pursuant to the provisions ofthe City of Ocoee Land Development Code, all subdivision signage must be consistent with the legally assigned name ofthe subdivision. Any subsequent change to the name of the subdivision must be approved by the City Commission. 97. This subdivision plan will comply with City of Ocoee Code Chapter 48-5, relating to motorboats capable of generating more than len (10) horsepower. 98. Minor relocation of West Orange Trail is anticipated to allow construction ofthe Ocoee Crown Point PUD. The minor relocation of the West Orange Trail through the Village Center must provide users with one safe crossing across Ocoee -Apopka Road. Tile Village Center shall serve as a destination along the West Orange Trail and connect the Crown Point project with the surrounding destination. Additionally, the School Board intends to connect Tract 5 to the West Orange Trail by a pedestrian walkway, and install a bicycle rack adjacent to the West Orange Trail. Modification to the West Orange Trail is subject to the Tri -Party Agreement (OR Bk 5889, Pgs. 1797-1811). The proposed modification shall be approved by the City of Winter Garden and Orange County Packs and Recreation Department prior to commencing construction. 99. A utility agreement will be required between Orange County Public Utilities and the City of Ocoee to allow the following: a) connection ofthe water mains to improve fire flow conditions for the Ocoee Crown Point PUD and b) OCPU sanitary sewer service for the commercial and public service partes south of the beltway. The agreement shall be in place prior to issuance of the utility construction permit for the initial phase of the project unless otherwise agreed to by the City. 100. The Preliminary Subdivision Plan is intended primarily to provide a plan for the streets, utilities and stormwater management to serve the high school site ('tract 5). Facilities shown on this plan that would serve all other tracts are conceptual only. Prior to development of any other tracts beyond Tract 5, separate Preliminary Subdivision Plans must be submitted and approved for those additional tracts. 101. Notwithstanding Tract 1 being labeled "Waterfront Village," the Waterfront Village shall consist of Tracts 1, 43, 45 and 3A which shall total at least 10 acres. 102. At such time as the City conveys all or one of the school -related tracts to the School Board the School Board shall convey Tracts 12, 12A, 12B and 12C to the City. At the time of said conveyances, the City shall grant to the School Board an access and stormwater retention easement over Tracts 12,12A, 12B and 12C. 103. It is the intent of these Conditions of Approval to allow the City and the School Board to swap tracts within the Workforce Education portion of the PUD and the Village Center portion ofthe PUD, if and to the extent mutually agreed upon by the City and School Board. Accordingly, the Workforce Education uses and the commercial uses within the Workforce Education portion ofthe PUD and the Village Centerportion of the PUD may swap or interchange, subject to the approval of the City, without the need to amend the Ocoee Crown Point PUD. E 0 u .1] s ` �00 0 �0 � 225 E. Robinson Street Suite 300 Orlando, FL 32801 407.839.4006 Certificate of Authorization Number FL #3932 104. At the time of development afTract 3 by the City andfor development of Tract 4 by the School Board, the City and School Board may enter into an Interlocal Agreement providing for the shared use of the Tmct 4 recreational and parking facilities. 105. Notwithstanding anything contained in these Conditions of Approval or shown on any sheet ofthe plans to which these Conditions of Approval are attached, the City is under no obligation to include any specific level of landscaping (including, but not limited to trees, bushes or decorative details, structures or fountains) with any of the subdivision infrastructure. 106. The Owner of each tract within the PUD shall have the right to apply to the City for a change in the land use or specific Conditions of Approval as they relate to that tract without the requirement that the tract owner obtain the joinder and consent of any other landowner within the PUD. 107. All pedestrian areas (trails, cut -through trails, bike paths, boardwalks, etc.) shall be open to the public. Street Lluhts 108. Street lights, security lights and lighting, within the public rights-of-way, for common areas meeting current land development code requirements shall be installed by the owner prior to Certificate of Completion at the owners expense. The City will be responsible for all operating costs and any future replacement costs relating to such lighting. If upgraded lights are installed, the owner and association will be required to complete and execute a City of Ocoee Owners and Association Agreement for upgraded street lights with the owner and the association being responsible for operating costs for the difference between standard street lights and upgraded street lights. 109. Street lights, security lights and lighting, within the private gated communities, for common areas meeting current land development code requirements shall be installed by the owner prior to Certificate of Completion at the owner's expense. The owner and association will be responsible for all operating costs and any future replacement costs relating to such lighting. If upgraded lights are installed, the owner and association will be required to complete and execute a City of Ocoee Owners and Association Agreement for upgraded street lights with the owner and the association being responsible for operating costs for the difference between standard street lights and upgraded street lights. Ocoee Crown Point PUD Phase 213 Ocoee, Florida 3 Reined perGry 3Olm mmrnent ,&C9.16 01101(2011 2 PavaM per Go&Gx,,tyamment 09101 16 I 6ubmit b Gry olamee a aQl OaNWNl6 oayd 4 1RH a.aw q NS6t aim ra Construction Approval Vertical Datum NAVD88 eu May 6, 2016 o.e,.wr Conditions of Approval or-- ,.w.,1— ,&C9.16 NOTE; CONDITIONS OF APPROVAL AS APPROVED BY THE CITY COMMISSION ON SEPTEMBER 15, 2015, UNDER James Hoffman, P.E. AGENDA SECTION H, REM 10. P.E. N 75623 P,*, w DATE Mar. 03, 2017 61975.00 6197500—PH2B—C0ADWG