Loading...
HomeMy WebLinkAboutItem 04 Approval of the Large Scale Final Subdivision Plan for Reserve at Lake Meadow PUDContact Name: Contact Number: ocoee florido AGENDA ITEM COVER SHEET Meeting Date: November 16, 2021 Item # Michael Rumer Ext. 1018 Subject: Reserve at Lake Meadow PUD Large Scale Final Subdivision Plan Project # LS-2021-009 Reviewed By: Department Director: City Manager: Commission District #1 — Larry Brinson, Sr. Background Summary: The Reserve at Lake Meadow PUD property is located directly east of Lauren Beth Ave., approximately 3,500 feet to the south of Clarcona-Ocoee Rd., and 166 feet north of Nicole Blvd. The subject property is approximately 18.58 acres in size. The parcel is currently vacant and undeveloped, with an abundance of vegetation. It is identified as parcel number 04-22-28-0000-00-024. The property received PUD (Planned Unit Development) rezoning on December 1, 2020, for44 lots. The table below references the jurisdictions, future land uses, zoning classifications, and existing land uses of the surrounding parcels: Direction: Jurisdiction / Future Land Use Zoning Existing Land Use North City of Ocoee / Low Density Residential General Agriculture Vacant & Conservation - Floodplains "A-l" East City of Ocoee / Conservation - Planned Unit Development — Medium Vacant Floodplains Density "PUD-MD" South City of Ocoee / Low Density Residential Single —Family Dwelling Single -Family & Conservation - Floodplains "R-1" Residence West Orange County / Low Density Residential Agriculture Single -Family & Conservation - Floodplains "A-F' I Residence Issue: Should the Honorable Mayor and City Commission approve the Large -Scale Final Subdivision Plan for the Reserve at Lake Meadow PUD? Discussion: The Final Subdivision plan per the approved PUD consists of two (2) lot sizes; 40-foot and 50-foot wide lots. One (1) tract of land within the development will be dedicated as an amenity for the residents, with an exercise trail being proposed to the east of the property adjacent to the lake. The parcel also consists of some wetlands/flood zones to the northwest and east. A portion of the wetlands and floodplain adjacent on the west side of the property will be modified and increased to hold some retention. Additional flood plain capacity will be created to compensate at the rate of 2:1. The project will have access from the middle of the property via a proposed public right-of-way connecting directly to Lauren Beth Ave. Water, sanitary sewer, reclaimed water (when available), solid waste, and police & fire protection) will be provided by the City. Stormwater retention will be provided on -site and constructed by the applicant as part of the project and located to the west and east of the parcel. Development Review Recommendation: The Development Review Committee (DRC) has reviewed the Large -Scale Final Subdivision Plan for consistency with adopted Engineering Design Standards and Land Development Code. The Utility Department is still reviewing the plans and details for sufficiency. However, no adjustments to the locations and line sizes are expected. Staff Recommendation: Staff recommends that the Honorable Mayor and City Commission approve the Large -Scale Final Subdivision Plan for the Reserve at Lake Meadow PUD. Attachments: Location Map, Zoning Map, Future Land Use Map, Aerial, Large Scale Final Subdivision Plan Proposed Elevations 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. N/A Reviewed by () N/A N G1 0 L� Reserve at Lake Meadow 2149 Lauren Beth Ave. Aerial Map r- Jill i Nicole �.' A Bou1� l AWN 0 40 80 160 Feet .4e LEGAL DESCRIPTION AGO Oq ° . y u y IEaZrmra 6 r c:ASIFv'Nw _ - a"'N" AN i°`nwnsrvwc xAa OF. 14rn, THE",` IOam PYJSN9H¢T HO!.c— INi.1 ANN. DOE IF"C YfF£i In TTMF!•g9MF/SSWI�1OF WH Il W- O W£WOE\SmvY COST 1 G I. 1 Ymi 253 RETtOH TEASER MEYYJI,IY F OVII 1Tn OF— V U, OF. If a om m uslw w ve OF urFFPHE ON urnO.va E3059 F'Fai H6'r4 'o•AVIMLL`.E WPI.Efi6MRETTUIMEPJ MFOF6[G 4fn4 RESERVE AT LAKE MEADOWS o� PS P-XX-XX-XXX OCOEE SUBDIVISION PERMIT # XX-X-XXX =� e �o 0 PARCEL # 04-22-28-0000-00-024 =� OCOEE, FLORIDA zm �m 6 "" ••••• INDEX OF SHEETS a® e C0.0 COVER 'o" C1.0 GENERAL NOTES { 1 C2.0 SWEPT, , C2.1 C2.2 EROSION CONTROL PLAN i:a`ca �,.a3''Ni�•., r EROSION CONTROL DETAILS�d : ' C3.0 EXISTING CONDITIONS AND DEMOLITION _••-• C4.0 OVERALL SITE PLAN 1° 4•' o C4.1 DETAILED SITE PLAN �y�o6'� •°e•�.r ..•=FFES�.� I C5.0 PAVING AND DRAINAGE PLAN m•"•` o • C6.0 UTILITY PLAN y ,6 C7.0 PROFILE KEY SHEET w o o N m u m „,',. ` -'- C7,1 PLAN &PROFILE as a ' •' C7.2 PLAN &PROFILE a� C7.3 PLAN &PROFILE Z `r " W • O„ C7.4 PLAN & PROFILE C7.5 PLAN & PROFILE C8.0-C8,1 GENERAL CONSTRUCTION DETAILS ,...... � -� :.,.... C8.2 LIFT STATION DETAILS 1 SITE 3 .... . ,,, CY SECTION 4, TOWNSHIP 22S, RANGE 28E 0 LOCATION MAP U N.T S. PROJECT TEAM UTILITY PROVIDERS DEVELOPER ENGINEER WATER, SEWER AND POWER: ELENSFUDNDEVELOPSENT KIMLET HORN AND ASSOCIATES. ING. RECLAIMED WATER: DVKEENERGY 12150VTHOMNGEAVENVE 189S.OFANGEAVE.,SUITE W00 2001OLDECENICWAT SUITE 1250 ORtAttOO, FL 32S01 CITY OF OCOEE VTILITES DEPT. IAKE \YALES, FL 33853 ORtgNDO.R32801 CONTACT: BRANDY F.GGERI[HS CONTACT: BROOKS A STICKLER PE. PHGNE:I4W)9053100 CONTgCT: SHgRON OEAft PHO\'E (40i)9053321 CONTACT: PHONE:g2N286.000 PHONC:TIODEi5A129 EMAIL EIool«sfNergAlmlap-M1om.ecm Q CABLE/TELEPHONE/FIBER: BER: TELEPHONE/FIBER. .—I Cq LHARTERLDImaDNiBIVD. CONTACT 31WALL,FLNGIAN BLVO. TH PHONECT:THOdA55TURM1IER PHONE p20)A08090 CONTACT HELENE CONTACT: HELENE HERNANOE2 O PHO:\'E: 140i1 fi32-0092 Q \w L.1.. l.0 PREPARED BY W `� Kimley»> Horn Nrf+A W$11 Nro NO WIN.OaD OeNNI ryO d%,. LLI M1ava0MeB1o0M WIMes I9niN mdmeM1N. (l' 2020 KNICT-HOPN AND R:G ^��^Fh��� 0 189 S Omnye Artnu e. 5OO IWD, OHanda. R 32801 llYYWW O IIIJtl O am am O SHEET NUMBER '01114T, l\`J Pnone (90)) 69e GAO06 NXWKI41£Y-HOPN.COM CA 00696 v / cO.O GENERAL DRAINAGE SYSTEM TESTING AND INSPECTION POTABLE WATER TESTING AND INSPECTION 1. LOCATORS, ELEVATIONS, AND D:MEN4ms OF EIDSl1N0 MEMO, STRUCTURES AND OTHER FEATURES ARE SHOWN 1. INE STORM DRAINAGE PIPING SYNDEV SHALL BE SUBJECT TO A VISUAL INSPECTOR BY THE OMEWS FIRST. PRIM TO 1. ALL COMPONENTS OF THE WATER SYSTEM, INCLUDING TERMS, HYDRANTS, CONNECTIONS, AND VALVES SHALL REMAIN ACCORDING TO ME BEST INFORMATION AVAILABLE AT ME TIME OF PREPARATION OF THESE PLANS. ME EXISTING VMIY TIE PLACEMENT OF BACKFlLL. CONTRACTOR TO NOTIFY ME ENGINEER 2 FULL BUSINESS OATS IN ADVANCE TO SCHEDULE UNCOVERED UNTIL PROPERLY PRESSURE TESTED AND ACCEPTED BY ME OWNER'S ENGINEER. PRESSURE TESTS TO BE 114 NFORMATON SHOWN Is BASED ON THE TOPOGRAPHIC SURVEY PRONDEO BY SOUTHEASTERN SUBVERTS. THE CONTRACTOR INSPECTION. ACCORDANCE MIT GRANGE COUNTY DRUGS DEPARTMENT SPECIFICATIONS. CONTRACTOR TO NOTIFY THE OWNER'S PROMPT SHALL VERIFY THE LOCATIONS, ELEVATIONS, AND DIMENSIONS OF ALL E%ISTNC UTILITIES. STRUCTURES AND OTHER FEATURES, AND APPLICABLE AGENCY INSPECTORS 2 FULL BUSINESS DAYS IN ADVANCE OF PERFORMING TESTS, AFFECTING MIS AREA PRIOR TO CONSTRUCTION WORK 2, THE CONTRACTOR SHALL MAINTAIN AND PROTECT FROM MUD. DIRT, DEBRIS, ETC. THE STORM DRAINAGE SYSTEM UNTIL FINAL ACCEPTANCE OF ME PROJECT, ME STORM SYSTEM WE BE REINSPECTED BY THE OWNER'S ENGINEER PRIOR TO 2. CONTRACTOR TO PERFORM CHLORINATION AND BACTERIOLOGICAL SAMPLING AND OBTAIN CLEARANCE OF DOMESTIC AND E 2. PRIOR i0 ME IMPATON OF SITE CONSTRUCTON, ME CONTRACTOR SHALL VERIFY ANY EXISTINGWHITES TES INCLUDING GAS, TIFIOCCUPANCY APPROVAL FOR GERMINATE OF PURPOSES. ME CONTRACTOR MAY BE REWIRED TO RECLEAN PIPES AND INLETS ERE LINE WATER SYSIELL M(S). COPIES OF ABACTERIOLOGICAL LEST RESULTS ARE TO BE SUBMITTED TO ME OWNER'S WATER, ELECTRIC, CABLE N• COMMUNICATIONS, SANITARY SEWERS AND STORM DRAINAGE SYSTEMS, ON AND / OR AT THE CONTRACTORS EXPENSE AND PRIOR TO FINAL ACCEPTANCE ENWNEER FOR CERTIECATON PURPOSES. ADJACENT TO ME SHE. REMOVE OR CAP AS NECESSARY. = "SUNSHINE" nc M23, CONCERNING HYDROSTATIC AI- WOFFf+C PI SHALL BE PRESSURE TESTED IN ACCOHYDROSTATIC nTO 3. THE CONTRACTOR SHALL EXERCISE CAUTION IN AREAS OF BURIED OVULES AND SHALL CALL AT PAVING, GRADING AND DRAINAGE T TESTED E W ESSUP TESTING OF PVC PIPING. OFF -SHE UTUTES HYDROSTATIC TENTING TO BE n1ME55E0 BY ORANGE COUNTY WATER _ 1-500-432-4720 AT LEAST 48 HOURS PRIOR TO CONSTRUCTION TO ARRANGE FOR FIELD LOCATIONS OF BURIED UDIPEA DEPARTMENT INSPECTOR. 4, ME CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE TO FASTING PACIITEs, ABOVE IX1 BELOW GROUND, Mqi - I. ALL DELETERIOUS SUBSURFACE MATERIAL M.E. MUCK, PEAT, BURIED DEBRIS. ETC.) TO HE EXCAVATED AND REPLACED MR = MAY OCCUR AS A RESULT OF ME WORK PERFORMED, BY ME CONTRACTOR OR SUB -CONTRACTORS, AS CALLED FOR IN SULTAN!£/COMPACTED SCALE, AS DIRECTED BY ME GEOTECHNICAL IMMEN OF RECORD ON ME OWNS ENGINEERS. SANITARY SYSTEM THESE CONTRACT DOCUMENTS. DELETERIOUS MATERIAL Is TO BE STOCKPILED OR REMOVED MGM ME SIZE AS DIRECTED BY ME OWNER OR OWNER'S ENGINEER. 5. IT IS TIE CONTRACTORS flE5PON5!BIUIY i0 BECOME FAMILIAR Wim ME PERMIT VIVO INSPECTION REQUIREMENTS EXCAVATED AREAS ARE TO BE BACKFlLIED WITH APPROVED MATERIALS MR COMPACTED AS SHOWN ON THESE PLANS AND ME GDELETERIOUL REPORT.CONTRACTOROSI Is RESPP4SBI£ FOR ACQUIRING ANY PERMITS MAT ARE NECESSARY FOR SPECIFIED BY ME VARIOUS 60VERNMENUL AGENGEs AND ME ENGINEER ME CON RACHOR SHALL OBTAIN ALL NECESSARY REMOVING DELETERIOUS MATERIAL FROM ME Slm. REM 1. ALL PVC PIPE SHALL BE SOLD WALL POLYVINYL CHLORIDE PIPE AND COMPLY KIM ASTER 0 3034 AND ALL APPLICABLE _ PEBMIIS PRIOR TO CONSTRUCTION. AND SCHEOUIE INSPECTIONS ACCORDING TO AGENCY INSIRUCHDN/ftEOVIREMFNIS. ASIA DOCUMENTS AS COVERED IN SECTION NO. 2 OF ASTM 0 3D34. MAIN LINES SHALL BE A MINIMUM OF 8' DIAMETER• AND 2. ME SHALL BE RESPONSIBLE FOR PROTECTING EXCAVATION$ AGAINST COLLAPSE AND HILL OR CRACKS,MIL LATERALS SHALL BE A MIRIMUM 6' DIAMETER. = 8, THE CONTRACTOR SHALL SHOP ALL PRECAST AND MANUFACTURED VA ME OWNER'S SHEETING SHORT G OR SHORING AS NECESSARY. DEWAIFNINC MEMOS SHALL BE USED AS REQUIRED TO KEEP TRENCHES DRY WdILE DOOMS (` UREMIi OBTAIN ENGINEER FOR RENEW. FAILURE 70 OBTAIN APPROVAL BEFORE INSTALLATION MAY RESULT IN REMOVAL AND REPLACEMENT AL REM AND PIPE AND APPURTENANCES ARE BOND PLACED. 2 ALL GRAVITY SEWERS MUST BE SIR 35 PVC, EXCEPT FOR PIPE DEEPER MAN M FEET OR PIPE IN AREAS OUGHm OF ME AT ME CONTRACTOR'S EXPENSE RIGHT-OF-WAY. IN WIN CASE SCR 26 PIPE SHALL BE USED. FLASTOMMIC GASKET JOINTS SHALL BE UHU3ED FOR PVC 3. ALL NECESSARY FILL AND EMBANKMENT THAT Is PLACED DURING CONSTRUCTOR SHALL CONSIST OF MATERIAL SPECIFIED BY PIPE, AND SHALL COMPLY 1nM NEW P4]], ASTM D3034 h ASTER M79. JOINTS SHALL COMPLY WITH ASTM D3212. J. ALL UTILITYT SERVICE STUB -OUTS (WATER, SANITARY SEWER, ePL ARE i0 BE INSTALLED NiMIN 5 OF ME POINT ON ME OWNEfl'S SOILS IESHNC COMPANY OR ENGINEER AND BE PEALED AND COAIPACIED ACCORDING TO THESE PLANS. PL 3, ALL SLOPES FOR GRANNY SEWER MANS AND BERNCE CONNECTIONS SHALL COMPLY niH{ ME FOLLOWED MINIMUM GRADES: CONNECTION i0 ME BUIIDING(S), UNLESS OMERMSE NOTED ON PLANS, 4. PROPOSED SPOT ELEVATORS REPRESENT FINISHED PAVEMENT OR GROUND SURFACE GRADES, UNLESS OMERHISE NOTED. 4" 0 2.OM, 8' 0 1.00% 1 AND W 0 0.401. m n T E ANY NECESSARY B. CONTRACTOR F COORDINATE WIN ME APPLICABLE ELECTRIC U1WTY SUPPLIER REGARDING LOCATION ftF10CATON(S) OF UNDERGROUND AND/OR OVERHEAD ELECTRIC FACILITIES, AND FOR HIE LOCATION AND IHBTALIATON OF 5. IT MAY BE NECESSARY TO FIELD ADJUST PAVEMENT ELEVATIONS TO PRESERVE ME ROOT SYSTEMS OF TREES SHOWN i0 BE 9. ALL SANITARY SEWER WORK SHALL CONFORM HiM APPLICABLE ORANGE COUNTY MIRES DEPARTMENT STANDARDS AND TRANSFORMER PAD(S) AND ASSOCIATD ELECTRIC FACIUTES. SAVED. CONTRACTOR TO COORDINATE AIM OWNER'S DIGI14EM PRIOR TO ANY ELEVATOR CHANGES. sPEGFICATONS. g 9. S TY' 6. CONTRACTOR SHALL TRIM, TACK AND MATCH EXISTING PAVEMENT AT LOCATIONS WHERE NEW PAVEMENT MEETS EXISTING 5. PRIOR IO COMMENCING WORK WHICH REQUIRES CONNECTING PROPOSED PACIFIES TO EXISTING UNES OR APPURTENANCES A DURING ME CONSTRUCTOR AND/OR MAINTENANCE OF THIS PROJECT, ALL SAFETY REGU TDNS ARE N BE ENFORCED. PAVEMENT. ME CONTRACTOR SHALL VERIFY ME LOCATED AND REVATON(5) OF CASTRO CONNECTION POINT(S) AND NOTIFY ME o - ME CONTRACTOR OR HIS REPRESENTATIVE SHALL BE RESPONSIBLE FOR ME CONTROL AND SAFELY OF ME TRAWLING ENGINEER OF MY CONFLICTS OR gSCREPANGESNC PUBIC AND ME SAFETY OF HIS/HER PERSONNEL ]. CURBING SHALL BE PLACED AT ME EDGES OF ALL PAVEMENT, UNLESS OTHERMSE NOTED. REFER TO ME FY 2020-21 "STANDARD D SANITARY SEWER MAINS SHALL HAVE SUITABLE MAGNETIC LOCATOR TAPE(5) BOWED AT LEAST 16 INCHES ABOVE ME MAIN ¢ o � u B. LABOR SAFETY REGULATIONS SHALL CONFORM N ME PROVISIONS SET FORM BY OSHA. C. ME MINIMUM STANDARDS AS SET FORM IN ME CURRENT LOM04 OF "ME STATE OF FLORIDA, MANUAL ON TRAFFIC EDITOR OF ME EO.O.T. PLANS FOR ROAD CONSTRUCTOR" FOR DETAILS AND SPECIFICATIONS OF ALL FOOT. TYPE CURB AND CUTTERS CALLED FOR IN THESE PLANS UNES. � p w _ T _ ' CONTROL AND SAFE PRACTICES FOR STREET AND HIGHWAY CONSTRUCTION, MNMENANCE AND DTU1Y OPERATIONS' SHALL BE FOLLOWED IN ME DESIGN, APPLICATION, INSTALLATION. MAINTENANCE AND REMOVAL OF ALL TRAFFIC CONTROL 8. PRIOR TO CONSTRUCTING CONCRETE PAVEMENT. ME CONTRACTOR IS 70 SUBMIT A PROPOSED JOINDNG PATTERN TO ME J. ALL ON -SITE PVC FORCE MAINS OF REQUIRED) SHALL BE CLASS SOD, DR 14 FOR 4' DIAMETER, AND CLASS 150 OR 18 N $ - DEVICES, WARNING DEVICES AND BARRIERS NECESSARY TO PROTECT ME PUBUC AND CONSTRUCTION PERSONNEL FROM SOILS ENGINEER FOR APPROVAL FOR 6' TO 12' DIAMETER PIPE, IN ACCORDANCE WITH AWWA BRED STANDARDS. PVC FORCE MAIN PIPE SMALLER MAN 4" SIR 0 DIAMETER SHALL HE CLASS 2W, SOR 21. IN ACCORDANCE nIM AS1M 0 2291. FORCE MAIN SHALL BE SPIRAL WRAPPED n1M HALLJ. R52 O W _ HAZARDS AFFIC ME PROJECT UMDS. D. ALL S WMI CONTROL JECT UMS AND OEWCES SHALL CONFORM TO ME PROVISIONS SET FORM! IN ME MANUAL ON 9. CONTRACTOR N PROVIDE A 1/2' TO 1' BITUMINOUS EXPANSION JOINT MATERIAL WITH SEALER AT APARTMENT OF CONCRETE 2 INCH WIDE PARK GREEN STICK -ON VINYL TAPE. FORCE MAINS ME RIGHT-OF-WAY BE CLAL, DIP, N/ o p UNIFORM TRAFFIC CONTROL DEVICES PREPARED BY ME L. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY AND OTHER MATERIALS (STRUCTURES. OTHER POURED) MINIMUM 4' DIAMETER. t ' ADMINISTRATION. E. ALL SUBSURFACE CONSTRUCTION SHALL COMPLY W N ME 'WENCH SAFETY ACT". ME CONTRACTOR SHALL INSURE THAT ME METHOD OF WON PROTECTION AND CONSTRUCTION IS IN COMPUANCE WiU ME OCCUPATIONAL SAFETY AND 10. ALL PAVEMENT MARKINGS SHALL BE MADE IH ACCORDANCE WITH EO XT. STANDARD PLAINS p711-001. B. FORCE MAINS SHALL NAYS SUITABLE NAGN EXC LOCAMR TAPES) BURIED AT LEAST LIB INCHES ABOVE ME FORCE MAIN. -" z _ O REALM ADMINISTRATION (OSHA) REWLATONS. 11. ME CONTRACTOR WILL STABILIZE BY SEED AND MULCH, SOD, OR OMER APPROVED MATERIALS ANY DISTURBED AREAS 9. LET STARCH SHALL CONFORM WIN ME LATEST APPLICABLE SPECIFICATIONS AND STANDARDS. ` E IT SHALL BE ME SOLE RESPONSIBIUTY OF ME CONTRACTOR TO COMPLY AND ENFORCE ALL APPLICABLE SAFETY SYSTEMS AND PAVEMENT AREAS. CONTRACTOR SHALL MAINTAIN WIN ONE WEEK FOLLOWING CONSTRUCTION OF ME CONTRACTOR SUCH AREAS UNTIL FINAL ACCEPTANCE BY OWNER. CONTRACTOR i0 COORDINATE WM OWNER REGARDING TYPE OF MATERIAL EX 6 REGULATIONS. ME ABOVE INFORMATW HAS BEEN PROVIDED FOR ME CONTRACTOR'S INFORMATION ONLY AND DOES LANDSCAPING AND IRRIGATION REpUIREMENIS E NOT IMPLY THAT ME ONNEft OR ENGINEER CULL INSPECT AND/OR ENFORCE SAFETY REGULATIONS. 12. THE CONTRACTOR SHALL OFF -SIZE CONSTRUCTION AREAS TO EOUPL ANO/OR BETTER CONDITION MAN FASTING W 10, IT SHALL BE ME RE O N OF THE CONTRACTOR TO AN R-O-W ULY PERMIT (IFUM REQUIRED ) FOR PRIOR TO START OF Cg451RUCHON. CTON, •. N - R OF THE PROPOSED )PITIES. THIS PERMIT MUST BE OBTAINED BY A DULY INCENSED PLUMBING PROPOSED MUST BE A I-C (O CLASS A UENRACTOR MESS PLANS AND ANY SUBSEQUENT (OR CLASS A GENERAL CONTRACTOR) PRIOR ISSUED REWso4s ro THESE Plarvs. THAT ARE IssufO BY THE ErvGNFFR, Mu BE sueJECT N ME APPROVAL corvprnP4s OF MIS BY START OF W WIFE E SUBJECT 13, UNLESS OMFAWSE NOTED, GRADE TO MEET EAMNG ELEVATOR AT PROPERLY UNES. PERMIT. 14. SURVEY MONUMENTS OR BENCHMARKS WHICH HAVE TO BE DISTURBED BY THIS WORK, SHELL BE REPLACED UPONy�H•,° SANITARY TESTING AND INSPECTION ° I,, CWPLETON OF WORK BY A REGISTERED LAND SURVEYOR AT CONTRACTORS EXPENSE. " •NA J A`•y 11. ME GRAPHIC INFORMATION DEPICTED OM THESE PWi$ HAS BEEN COMPLIED TO PROPORTION BY SCALE As ACCURATELY ER �' ` AS POSSBLE HOWEVER, DUE TO REPRWUCPYE DISTORTION, REDUCTION, ANO/Oq PENSIONS, INFORMATION CONTAINED 15. FINAL GRADES SHOWN INCLUDE SOD HEIGHT. ALL AREAS SHALL BE GRMEO TO DRAIN AWAY FRGA THE BUILDINGS. 1. ALL GRAVITY SEWER PIPING SHALL BE SUBJECT i0 A NSUpL INSPECTION BY ME OWNER'S ENGINEER AND APPLICABLE L 7. HEREIN 15 NOT INTENDED TO BE SCALED FOR CONSTRUCTOR PURPOSES. MUNICIPAUtt/AGENCY. ME CONTRACTOR SHALL NOTIFY ME ENGINEER 48 HOURS IN ADVANCE TO SUMOULE INSPEOPON(s). 'T6 i•> y t? �. E 12. ALL SPECIFICATIONS AND DOCUMENTS REFRENCEO HERON SHALL BE Of ME LATEST REVISION. 16. ALL WORK TO BE PERFORMED IN ACCORDANCE Mo ALL LOCAL, STATE AND ,91ROMICTONAL LOWERED AGENCIES. ME CONTR IOR SHALL BE RESPONSIBLE FOR COSTS ASSOCIATED WITH A TELEVISED INSPECTION (TV) OF ME PROP05LO GRAVITY SEWER UNE CONSTRUCTION. ME �O ''• "' hyj �..• I]. CONTRACTOR IS i0 ADJUST ANY Y ELEMENT MEANT TO BE RUSH PoM GRADE G£AN-OUTS, MANHOLES, CATCH CONTRACTOR SHALL PROVIDE COPIES OF ME TV INSPECTION TAPE TO ME _'y P••r• ItOV Ot Q 13, ALL UNDERGROUND MES UHMUST BE IN -PLACE, TESTED AND INSPECTED PRIOR TO BASE AND SURFACE CONSTRUCTOR. BARNS INLETS, ETC.) MAY IS AFFECTED BY SSE WORK OR GRADE CHANGES, WHETHER SPECFlCALLY NOTED ON PLANS OR NOT ENGINEER, ME OWNER AND ME APPLICABLE MUNICIPfilltt/AGENCY. •9 q� ` ` 14. WORK PERFORMED UNDER THIS CONTRACT SHALL INTERFACE SMOOTHLY MR ANY OTHER WORK BUNG PERFORMED ON 10. ME CONTRACTOR SHALL INSTALL, AS PART OF ME INFRASTRUCTURE AND POOR TO CERTIFICATE OF COMPLETION, DROP 2. ME CONTRACTOR SHALL PERFORM AN INFILMATg4/EXFILMATON LEST ON ALL CRANtt SIEMENS IN ACCORDANCE N1TH ME REGULATORY AGENCY HAVING JURISDICTION. SAID IESIS ARE TO BE COPPER BY ME ENGINEER OF RECORD AND V SITE BY OMER CONTRACTORS/SUBCONTRACTORS AND UHUTY COMPANIES. IT "Al BE NECESSARY FOR ME GENERAL CURBS AND HANDICAP RAMPS AT ALL INTERSECTIONS OF ME SIDEWALK WM ME PROPOSED PAVEMENT TO MEET ORANGE SUBMITTED TO ME REGULATORY AGENCY FOR APPROVAL ME SCHEODUNG, COORDINATION AND NOTIFICATION OF ALL PARTIES w o Y CONTRACTOR TO COCAMAM AND SCHEDULE HIS/HER ACTIMTES ACCORDINGLY. COUNTY AND A-X& SPECIFICATIONS IS ME CONTRACTOR'S RESPONSBIUTY. o r a a a m PAVING/GRADING TESTING AND INSPECTION 15, ALL DIMLNS104S ARE TO FACE OF CURB. 3. LEAKAGE MSTS ARE SPECIFIED REQUIRING MAD A. ME LEAKAGE EXELMATON OR INFILTRATION DOES NOT 3 I6. ALL Mc4ACE MUST ca2Pl.Y mM CHAPTER 31 s, ORDINANCE 90-10. EXCEED 200 GALLONS PER INCH OF PIPE DIAMETER PER MILE PER DAY FOR ANY SECTION OF ME SYSTEM. o y u _ _ IZ ANY DISCREPANCIES ON ME DRAWINGS SHALL BE IMMEDIATELY BROUGHT TO ME ATLENHON OF ME OMER AND I. ME CONTRACTOR IS RESPWSIBIE FOR COORDINATING APPUCABLE TESTING AM ME SOILS MINDER, TESTS WILL BE B. IXELMAIII OR INFILTRATED IESIS BE PERFORMED WIM A MINIMUM POSTIVE HEAD OF 2 FEET C. AIR TESTS, AS A MINIMUM, CONFORM 10 ME TEST PROCEDURE DESCRIBED IN MIN C-828 FOR CLAY PIPE, ASM C o OR D FNG!NEFA BEFORE COMMENCING WORK. NO NEED CHANGES OR DEVIATIONS FROM DESIGN ARE i0 BE MADE YAMODi PRIOR APPROVAL OF R E COMMENCING OWNER AND MEN.NoRnnNO N TO ME CHANGES REWIRED PURSUANT WPM ME SOILS REPORT, MGM COMPLETION OF WORK ME SOILS ENGINEER WILL SUBMIT 924 FOR CONCRETE PIPE, ASIR F-1417 FOR PLASTIC PIPE, AND FOR OTHER MATERIALS APPROPRIATE LEST PROCEDURES L CERTFlCATIONS TO ME OWNER AND OWNER'S ENGINEER STATNG THAT ALL REQUIREMENTS HAVE BEEN MET. 16. ME AND PRIOR 10 OF COMPLETION, DROP SHALL INSTALL, AS PORT OF THE LIME LLOCATEPAVEMENT 2. A WAITED TESHNO LABORATORY STALL PERFORM ALL IESTNG NECESSARY i0 ASSURE OOMPUMCE OF ME N-PLACE 4. CONTRACTOR TO PERFORM APPROPRIATE DEFLECTION TESTS FOR ALL FLEXIBLE PIPE TESTING IS REQUIRED AFTER THE FINAL BACKFlLL HAS BEEN IN FtACE AT LEAST 30 DAYS TO PERMIT STABILIZATION OF ME SOIL -PIPE SYSTEM. TESTING I//�Y VJ D HANDICAP QMWMK CURBS AND HANO:CAP RAMPS IO ALL INTERSECTIONS OF ME SOEWAL( TRIM ME PROPOSED PAY➢AENi TO MEET ORANGE ED COUNTY AND 0.0.A SPECIFICATIONS, MATERIALS AS REQUIRED BY THESE FILMS AND GEOTECHNICAL REPORT. ME VARIOUS AGENCIES AM PERMIT CONDITIONS REQUIREMENTS SPECIFY: A. NO PIPE p 19, FIRE UNE IS DESIGNED BY OTHERS AND 15 SHOWN FOR COORDINATION PURPOSES ONLY. FIRE UNES SHALL BE INSTALLED SHOWN ANY RETESTING BE REWIRED DUE TO ME FAILURE OF ANY TESTS TO MEET THESE RE U REMFNIA ME CONTRACTOR WILL BEAR ALL COSTS OF SAID RETESTNG SHALL EXCEED A DEAECTOR OF 5n B. USING A RIGID BALL OR MANDREL. FOR ME DEFLECTOR TEST WIN A DIAMETER NOT LESS MAN 95R OF ME BASE INSIDE DIAMETER OR AVERAGE INSIDE DIAMETER OF ME PIPE, DEPENDING ON WHICH Is SPECIFIED IN ME ASTM POTABLE WATER SYSTEM Z BY A CONTRACTOR. DULY LICENSED IC ME STALE OF FLORIDA FIFE STEM. LL'S OFFICE GP4TRACTOR TO VERIFY REQUIREMENTS PRIOR LD CONSMUMON OF ME FIRE PROTECTION SYSTEM. SPECIFICATION, INCLUDING ME APPENDIX, 10 WHICH ME PIPE Is MANUFACTURED. C. PERFORMING ME TEST WITHOUT MECHANICAL PUWNG DEVICES. O - Z I. ALL DIP PIPE SHALL BE CLASS 50 OR HIGHER. REFER TO NOTE p4 BELO'N FOR ADDITIONAL DIP SPECIECABONS ADEQUATE MEASURES AGAINST CORROSION SHALL BE MUZED. M ALL CONCRETE SIDEWALKS SHALL BE CONSTRUCTED PER FOOT STANDARD PLANS (FY 2020-21) g522-Ml. 5. CONTRACTOR TO INSPECT h LEST MANHOLE FOR WATEATIGHME55 OR DAMAGE PRIM TO PLACING INTO SERVICE. AIR TESPNO, IF SPECIFIED FOR CONCRETE SEYIFR MANHOLES, SHALL CONFORM 10 ME LEST PROCEDURES DESCRIBED IN ARM J/ 21. MEMO SHALL COMPLY WIN 2012 FLORIDA BUILDING CODE AND FLORIDA ACCEs9BIUTY CODE 22. ANY WELLS DISCOVERED ON SITE MAT WILL HAVE NO USE MUST BE PLUGGED BY A LICENSED WELL DRILLING 2 ALE WATER MAIN PIPE FITTINGS AND APPURTENANCES SHALL BE INSTALLED TO COMPLY WITH ORANGE COUNTY STANDARDS C_1249, �l TREES AND VEGETATION _ _ CONTRACTOR IN A MANNER APPROVED BY ALL JUWSOICTONAL AGENCIES. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY WELL ABANDONMENT PERMITS REQUIRED, ANY WELL DISCOVERED DURING EARTH MOVING ON EXCAVATION SHALL AND SPECIFICATIONS. LNL BE REPORTED TO PIE APPROPRIATE JURISOCTWAL AGENCIES "MIN 24 HOURS AFTER DISCOVERY IS MADE. 3. ALL WATER SERVICE UNES, VALVES AND BEING SHALL BE INSTALLED TO COMPLY YAM APPLICABLE MUNICPAIItt/AGENCY LLI 1. ME CONTRACTOR IS TO MINIMIZE ME REMOVAL OF VEGETATON 10 ME GREATEST EXTENT PRACTICAL NO TREES SHALL 23. DISCHARGE OF GROUNDWATER FROM DEWAIERINC OPERATIONS REQUIRES APPROVAL FROM DEEP AND ME DEPARTMENT STANDARDS AND SPECIFICATIONS z - APPLCABLE WATER MANAGEMENT DISTRICT. DISCHARGES DIRECTED TO ME COUNTI'S MST REQUIRES A RIGHT-OF-WAY 4. ALL DUCTILE IR04 PIPE, 4' TO 24, SHALL BE MANUFACTURED IN ACCORDANCE MMINDITI ME LATEST EON OF AMA BE E D Olt DAMAGED MIMOUT OWNER'S APPROVAL REMOVED. TREES IN CLOSE PROXIMITY TO CONSTRUCTOR SHALL BE - UTILIZATION PERMIT FOR DEWATERING PRIOR TO ME START OF DISCHARGES. TO OBTAIN RIGHT-OF-WAY APPROVAL, C151/A21.51. PIPE SHALL BE FURNISHED IN 18 OR 20 FOOT SECTIONS, PIPE THICKNESS SMALL BE CLASS 50, UNLESS OMERWSE RE BY ORANGE FENCING. W - COPIES OF ME FDEP PERMIT NOI, DOCUMENTATOM SHOWING DEWATERING AT ME S E IS NOT WHEN SOO FT OF KNOWN CONTAMINATION, AND A RING PLAN SHALL BE SUBMITTED 70 CITY ENCINEE SECTION SPECIFIED. 2 ME CONTRACTOR SHALL 6E RESPONSIBLE FOR ME MAINTENANCE OF ALL LANDSCAPE BUITFAS ANO REIENBON AND / n V - ANALYTICAL Y ES DOCOEEBY COUNTY ON A (407-905-3102). ANALYTICAL SAMPLING OF CRWNOWAIER MAY BE REQUESTED BY ORANGE COUNTY ON A 5. ALL WATER SYSTEM CONSTRUCTION, UP TO AND INCLUDING POINT METERING AND BACK ROW PREVENHDN (IF REQUIRED). DEVOTED FACILITIES UNTIL ME WORK HAS BEEN ACCEPTED BY ME OWNER. ALL OISTIMMI) AREAS SHALL BE RETURNED TO THEIR ORIGINAL CONDITION. CASE -BY -CASE BASIS TO CONFIRM SIZE CONTAMINATION STATUSI N SHALL DE BUILT ACCORDING TO ORANGE COUNTY UHITIE$ STANDARDS AND SPECFICATIONS. 0. 11W/CHSORINAHON.OF PROPOSED WRIER MAINS MR SERVICE LATERALS TO AS BUILT - SUILDING(5),ATOGAssURE ADEQUATE RUSHING MR DISINfE DEMOLITION ]. ALL WATER MAINS SHALL HE PRESSURE TESTED IN ACCORDANCE 'ADM AWWA MANUAL M23, CONCERNING HYDROSTATIC IEMNG OF PVC PIPING OFF -SITE TRIPES HYDROSTATIC TESTING TO BE WMESSED BY ORANGE COUNTY WATER DEPARTMENT UPON COMPLETION OF CONSTRUCTION, ME CONTRACTOR SHALL FURNISH ME OMIER'S EMNEER ART COMPLETE 'AS -BUILT' W INSPECTOR, INFORMATION, COUNTED BY A REGISTERED LAND SURVEYOR. THIS 'AS-SVLLT' INFORMATION SHALL INCLUDE INVEDT y/ 1. CONTRACTOR SHALL SUBMIT DEMOUPON SCHEDULE TO OWNER PRIOR TO PROCEEDING MTH DEMOLITION AGUMTES, ELEVATIONS, LOCATIONS OF STRUCTURES FOR ALL UTLTES INSTALLED, AS WELL As GRADE BREAK LOCATIONS AND 8. ALL WATER MAINS SHALL BE STERNZED IN ACCORDANCE WITH ME APPUCABLE SECTION OF ME LATEST AWWA SPECIFICATION ELEVATIONS FOR PROPOSED CONSMUCROP NO ENGNEER'S CERTFICATONS FOR CERTIFICATE OF OCCUPANCY (C.O.) Q 2. EXTENT OF SITE CLEARING IS SHOWN ON DRAWINGS. C651 AND ORANGE COUNTY WATER DEPARTMENT SPECIFICATIONS PURPOSES WILL BE MADE UNTL MIN INFORMATION HAS BEEN RECEIVED AND ACCEPTED By ME OWNER'S ENGNEER. J 3. CONTRACTOR SHALL CONDUCT SITE DEMOLITION OPERATIONS TO ENSURE MINIMUM INTERFERENCE WITH ROADS, STREETS, 9. ALL PVC WATER MAIN, 4' TO B' DIAMETER PIPING SHALL CONFORM TO ASM D2241 AND MIN1J84. PIPE SHALL BE AWWA C-OW M-18. JOINS SHALL BE RUBBER GASKETED PUSH-W CONFORMING TO ASIM DRIVE WALKS, AND ORDER ADJACENT OCCUPIED OR USED FACNPES. DO NOT CLOSE OR OBSTRUCT STREETS, WALKS OR OTHER OCCUPIER OR USED FACIUPES WRDOUT PERMISSION MOM AUTHORITIES HAVING JURISDICTION. 10. POTABLE WATER MAINS WILL BE PVC SOD 21 (200 PSI) FOR PIPES LESS MAN 4'. SCHEDULE 40 AND SCHEDULE 80 PIPING PAVEMENT MARKING AND SIGNAGE O 1. ME INSTALLATION, SHAPE. AND SIZE OF ALL SIGNS AND HEIR LEiiERING SHALL COMPLY WIN WE LAlESi OF 4. CONTRACTOR SHALL PROVIDE PROTECTION NECESSARY TO PREVENT DAMAGE TO EXISTING IMPROVEMENTS INDICATED ON MATERIAL ARE ALSO ACCEPTABLE FOR PIPES NIZES LESS MAN 4'. ME ABOVE TYPE INSTALLATIONS MUST BEAR ME MFS' STAMP FOR COMPATBIUTY WITH POTABLE WATER USE. ,1 LLI ❑ ' PLAN "EXISTING TO REMAIN'. EDITIONS ME U.S DEPARTMENT OF TRANSPORTATION 'MANUAL ON UNIFORM TRAFFIC CONTROL OEYiCM, ED. 2009" (MUTCD), AND > CONTJURISRACTORSMALL 5. CONTRACTOR SHALL RESTORE DAMAGED IMPROVEMENTS TO THEIR ORIGINAL CONDITION, AS ACCEPTABLE TO PARTIES IT. ALL POLYYNLL CHLORIDE PIPE SHALL BE LAID WTH AN INSULATED 12 GAUGE A.W.G SOLD STRAND COPPER %RE WOUND AROUND ME PPE FORMING ONE COMPLETE SPIRAL PER JOINT OF PIPE. THIS WX IS TO BE CONTINUOUS MR SEEMS MADE TIE F.D.O.T. "STANDARD PLANS FOR ROAD AND BRIDGE CONSTRUCTION, FY 2020-21'. AND ME FD.O.L 'DESIGN STANDARDS FOR DESIGN, CONSTRUCTED, MAINTENANCE, AND UPUTY OPERATORS ON ME STATE HIGHWAY SYSTEM, M, I ,1 W HAVING ONLY BY METHODS APPROVED BY THE ENGINEER. MIS WIRE IS TO RE SECURED TO ALL VALVES TEES AND ElBONS SONS'. WHERE CONVICTS EXIST BETWEEN ME PLANS AND ME ABOVE MENTIONED SPECIFlCATIONS, ME MORE SMINGLNT C 6. CONTRACTOR SHALL REMOVE WASTE MATERIALS AND UNSUITABLE AND EXCESS TOPSOIL FROM PROPERTY AND DISPOSE OF 12. ALL POTABLE WATER MATERIALS AND INSTALLATION SHALL CONFORM WITH ME 2011 ORANGE COUNTY MIMES STANDARDS CRITERIA SHALL PREVAIL W _ OFF -SIZE IN A LEGAL MANNER. AND CONSTRUCTED SPECIFICATIONS MANUAL 2. STOP BARS AND STOP SIGNS ARE TO BE PROVIDED AT ALL INTERNAL, VJ ' J. 'TO MGM INTERSECTIONS. WM ME EXCEPTION OF SICHAUZEO INTERSECTIONS W DATUM CONTRACTOR SHALL DEMOLISH AND COMPLETELY REMOVE FROM SHE MATERIAL INDICATED ON PLAN OR MOMS BE (UNLESS OMFRWSE NOTED). Alwrrypg611MV NO WArrtu Eryi bNmyw tllF la ��// F REMOVED'. M1m une.IW,oune ueNltlesbrA0d4A61rxHze. Ly w 8. CONTRACTOR SHALL PROTECT SMUCNRES, UTUTES, SDEWAlXS, PAVEMENM, AND OTHER FACTURES FROM DAMAGE 3. ALL PAVEMENT MARKINGS SHALL COMPLY MM ME FY 2D20-21 FA.O.T, STANDARD PLANS p711-001. p o BEARINGS SHOWN HEREON ARE BASED ON EAST FINE OF GRAND PINES. WHICH BEARS S00'3209W, PER PH 66, PG 57-58. CAUSED BY SETTLEAENT, LATERAL MOVEMENT, UNDERMINING, WASHOUT AND OMEN HAZARDS CREATED BY ME DEMOLITION OPERATION. T,�.��,l �(� n U� O SHEET RICHER YE 1 ELEVATIONS SHORN HERON ARE RELATIVE TO NAVD86 DATUM BASED ON BENCHMARK OC-I6-101 HAVING A PUBLISHED `�"'�pon�� ""'� ELEVATOR OF 111.D75' (NAW88). DESCRIBED AS 31" ORANGE COUNTY ALUMINUM DISK IN CONCRETE CURB. v q� IF l •O SHE DESCRIPTION PROJECT NAMEAND LOCATION RESERVE AT LAKE MEADOWS TAX PARCEL 04-22-2R0000_0"24 2149 LAUREN BETH AVENUE OCOEE, FL ORANGE COUNTY, FLORIDA 'SEE COVER SHEET FOR LOCATION MAP ELEVATION DEVELOPMENT 121 SOUTH ORANGE AVENUE SUITE 1250 ORLANDO, FL 32BUl CONTACT: PHONE: (727) 286-29M PROJECT DESCRIPTION RESERVE AT TAKE MEADOWS IS A RESIDENTIAL, SINGLE-FAMILY SUBDIVISION DEVELOPMENT ON A E18SB AC SITE. THE SITE IS LOCATED SOUTH OF LAKE MEADOW ROAD IN OCOEE. FLORIDA. THE WEST X.XX ACRES OF THE SITE DISCHARGES TO AN ON -SITE DRY RETENTION POND FOR TREATMENT, WHICH ULTIMATELY DISCHARGES TO TAKE MEADOW. THE FAST XXX ACRES DISCHARGES TO AN ON -SITE DRY RETENTION POND FOR TREATMENT, WHICH ULTIMATELY DISCHARGES TO TAKE MEADOW. PROJECTAREA 18.581ACRES CONTRIBUTING DRAINAGEAREA 18.582ACRES ULTIMATE RECEIVING WATERS: LAKE MEADOW SITE CLEARING AND GRUBBING; PROVIDING A STABILIZED CONSTRUCTION ENTRANCE, PERIMETER, AND OTHER EROSION AND SEDIMENT CONTROLS; EXCAVATION FOR THE EXFILTRATION SYSTEM; SITE GRADING; INSTALLATION OF STORM WATER, SANITARY SEWER, AND WATER STRUCTURES; CURB, ROADWAYS, AND PARKING FACILITIES. 'SEE PLANS FOR THE LOCATION OF TEMPORARY SEDIMENT BARRIERS AND OTHER EROSION CONTROL METHODS, SOIL PARAMETERS SOILTYPES: THE ORDER OF CONSTRUCTION IS AS FOLLOWS: 1. PROVIDE STABILIZED CONSTRUCTION ENTRANCE 2. 3. CLEAR AND GRUB FOR SEDIMENT BAST N AND FARM DIKE INSTALL SILT FENCES AND OTHER EROSION CONTROL METHODS 4. CONSTRUCT EARTH DIKE AND SEDIMENT BASIN 5. FINISH CLEARING AND GRUBBING 6. REMOVE AGO STORE TOPSOIL T. PROVIDE INITIAL GRADING AS REQUIRED 8. STABILIZE ALL DISTURBED AREAS AS SOON AS POSSIBLE 9. INSTALL UTILITIES, STORM SEWER, CURB AND GUTTER 10. INSTALL BASE TO ROAD AND PARING AREA IT, FINISH GRADING ENTIRE SITE 12. CONSTRUCT FINAL PAVING 13. REMOVE ACCUMULATED SEDIMENT 14. REMOVE ANY ITEMS THAT ARE NOT REQUIRED TIMING OF CONTROL MEASURES THE INSTALLATION OF SILT FENCE (AND OTHER EROSION CONTROL MEASURES), A STABILIZED ENTRANCE AND SEDIMENT BASIN SHALL OCCURPRIOR RTO CLEARING AND GRUBBING ACTIVITY, AFTER CONSTRUCTION IS COMPLETE, THE ACCUMULATED SEDIMENT SHALL REMOVED AND THE AREAS SHALL HE REGRADED AND PERMANENTLY STABILIZED SHOWN AS SHOWN ON THE PLANS. STORMWATER POLLUTION PREVENTION PLAN EROSION AND SEDIMENT CONTROLS BEST MANAGEMENT PRACTICES SHALL BE USED FOR THIS PROJECT TO CONTROL EROSION AND TURBIDITY CAUSED BY STORM WATER RUN-OFF. THE LOCATION AND DETAILS OF EROSION CONTROL METHODS ARE SHOWN ON THE PLANS. THE CONTRACTOR IS RESPONSIBLE FOR PLACING AND MAINTAINING THESE CONTROL METHODSAS SHOWN ONTHE PLANS ORA$REQUIRED. HEISHESHALLALSO PROVIDE THE REQUIRED EROSION PROTECTION AS REQUIRED BY LOCAL, STATE AND FEDERAL LAW. STORM WATER MANAGEMENT STORM WATER COLLECTION SHALL BE PROVIDED BY CATCH BASINS. THE WEST XXX ACRES OF THE SITE WILL BE TREATED VIA AN ON -SITE DRY RETENTION POND BEFORE DISCHARGING TO LAKE MEADOW. THE EAST X.XX ACRES WILL BE TREATED VIA AN ON -SITE DRY RETENTION POND BEFORE DISCHARGING TO LAKE MEADOW. TEMPORARY STABILIZATION -TOPSOIL STOCK PILES AND DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY TEMPORARILY OR PERMANENTLY CEASE, SHALL BE STABILIZED WITH TEMPORARY SEED AND MULCH WITHIN T DAYS OF THE LAST CONSTRUCTION ACTIVITY IN THAT AREA THETEMPORARY SEED REQUIRED CAN BE FOUND IN TABLE 1.65 A OF THE FLORIDA DEVELOPMENT MANUAL. PRIOR TO SEEDING, WHERE SOILS ARE ACIDIC 2 TONS OF PULVERIZED AGRICULTURAL LIMESTONE SHOULD BE ADDED PER ACRE AND 45D POUNDS OF R)Z0 20 FERTILIZER SHALL BE APPLIED TO EACH ACRE. AFTER SEEDING, EACH AREA SHALL BE IMMEDIATELY MULCHED WITH STRAW OR EQUIVALENT EQUAL, AREAS OF THE SITE WHICH ARE TO BE PAVED SHALL BE TEMPORARILY STABILIZED BY APPLYING GEOTEXTILE AND STONE SUB -BASE UNTIL BITUMINOUS PAVEMENT CAN BE APPLIED, PERMANENT STABILIZATION -DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES PERMANENTLY CEASE SHALL BE STABILIZED WITH PERMANENT SEED NO LATER THAN Y DAYS AFTER THE LAST CONSTRUCTION ACTIVITY. THE APPROPRIATE PERMANENT SEED MIX CAN BE FOUND IN TABLES 1.66A, 1.66B AND 1.66C OF THE FLORIDA DEVELOPMENT MANUAL. PRIOR TO SEEDING, 2 TONWACRE OF FINELY GROUND AGRICULTURAL LIMESTONE AND THE PROPER FERTILIZER BASED ON THE TYPE OF SEEDING SHALL BE APPLIED TO EACH ACRE TO PROVIDE PLANT NUTRIENTS AFTER SEEDING, EACH AREA SHALL BE MULCHED IMMEDIATELY. ALL RETENTIONIDETENTION BASINS SHALL BE SODDED AT LMSTTO THE NORMAL WATERLINE. ALL EXPOSED AREAS WITHIN PUBLIC RIGHTS -OF -WAY SHALL BE SOLID SODDED, OTHER AREAS WITH SLOPES STEEPER THAN 4:1 SHALL BE SODDED, STRUCTURAL PRACTICES EARTH DIKE- IF REQUIRED, AN EARTH DIKE SHALL BE CONSTRUCTED ALONG THE SITE PERIMETER. A PORTION OF THE DIKE SHALL DIVERT RUN-ON AROUND THE CONSTRUCTION SITE. THE REMAINING PORTION OF THE DIKE SHALL COLLECT RUNOFF FROM THE DISTURBED AREA AND DIRECT THE RUNOFF TO THE SEDIMENT BASIN. SEDIMENT BASIN -A SEDIMENT BASIN SHALL BE CONSTRUCTED IN THE COMMON DRAINAGE AREA FOR THE SITE. ALL SEDIMENT COLLECTED IN THE BASIN MUST BE REMOVED FROM THE BASIN UPON COMPLETION OF CONSTRUCTION, SEDIMENT FROM THE BASIN MAY BE USED AS FILL ON THE SITE IF IT IS SUITABLE SOIL. WASTE DISPOSAL WASTE MATERIALS -ALL WASTE MATERIALS SHALL BE COLLECTED AND STORED IN A METAL DUMPSTER WITH A SECURE LID IN ACCORDANCE WITH ALL LOCAL ANDSTATELAWS. ALL TRASH AND CONSTRUCTION DEBRIS FROM THE SITE SHALL BE DEPOSITED IN THE DUMPSTER. THE SUPERINTENDENT SHALL COORDINATE WITH THE LOCAL UTILITIES TO HAVE THE DUMPSTER EMPTIED AT LEAST TWICE A WEEKAND THE WASTE TAKEN TO AN APPROPRIATE LANDFILL. NO CONSTRUCTION WASTE MATERIALS SHALL BE BURIED ON SITE. THE SUPERINTENDENT SHALL ORGANIZE TRAINING FOR THE EMPLOYEES IN THE PROPER PRACTICES WHEN DEALING WITH WASTE MATERIALS. THE SUPERINTENDENT SHALL BE RESPONSIBLE FOR POSTING AND ENFORCING WASTE LIATERIAL PROCEDURES. HAZARDOUS WASTE- HAZARDOUS WASTE MATERIALS SHALL BE DISPOSED OF IN ACCORDANCE WITH ALL LOCAL AND STATE LAWS OR AS DIRECTED BY THE MANUFACTURER. THE SUPERINTENDENT SHALL ORGANIZE THE PROPER TRAINING FOR EMPLOYEES IN THE PROPER PRACTICES WHEN DEALING WITH HAZARDOUS WASTE MATERIALS, THESE PROCEDURES SHALL BE POSTED ON THE SITE. THE PERSON WHO MANAGES THE SITE SHALL BE RESPONSIBLE FOR ENFORCING THE PROCEDURES. SANITARY WASTE- SANITARY WASTE SHALL BE COLLECTED AND DISPOSED OF IN ACCORDANCE WITH ALL LOCAL AND STATE LAWS. THE SUPERINTENDENT SHALL COORDINATE WITH THE LOCAL UTILITY FOR COLLECTION OF THE SANITARY WASTE AT LEAST THREE TIMES A WEEK TO PREVENT SPILLAGE ONTO THE SITE. OFF-SIMMACKING A STABILIZED CONSTRUCTION ENTRANCE SHALL BE PROVIDED TO REDUCE SEDIMENT TRACKING OFFSITE. THE CONTRACTOR SHALL PROMPTLY REMOVE ALL MUD, DIRT, OR OTHER MATERIALS TRACKED OR SPILLED ONTO EXISTING PUBLIC ROADS AND FACILITIES, DUE TO CONSTRUCTION, ALL TRUCKS HAULING MATERIALS OFFSITE SHALL BE COVERED WITH ATARPAULIN. DUST 8 DEBRIS CONTROL THE CONTRACTOR SHALL BE RESPONSIBLE FOR DUST CONTROL WITHIN THE CONSTRUCTION LIMITS AS WELL AS ALONG HAUL ROUTES AND ROADWAYS USED BY THE EQUIPMENT AND VEHICLES. THE CONTRACTOR SHALL ENSURE THAT EXCESSIVE DUST IS NOT TRANSPORTED BEYOND THE LIMITS OF CONSTRUCTION IN POPULATED AREAS. THE CONTRACTOR MAY CONTROL DUST FOR EMBANKMENTS OR OTHER CLEARED OR UNSURFACED AREAS BY APPLYING WATER. INSTALL MULCH, SEED, SOD, OR TEMPORARY PAVING AS EARLY AS PRACTICAL. CONTROL DUST DURING STORAGE AND HANDLING OF DUSTY MATERIALS BY WETTING. COVERING, OR OTHER MEANS AS APPROVED BY NIE ENGINEER. ITEMS REQUIRING POLLUTION PREVENTION THE FOLLOWING ITEMS ARE EXPECTED TO BE PRESENT ON THE PROJECT SITE: -ASPHALT -CLEANING SUPPLIES -CONCRETE -DETERGENTS -FERTILIZERS -MASONARY BLDCKHI -METAL PIECES -PAINT -PETROLEUM BASED PRODUCTS -WOOD -TAR THE FOLLOWING ARE NON -STORM WATER SOURCES THAT WILL BE ENCOUNTERED AT THE SITE AND SHOULD BE DIRECTED TO THE SEDIMENT BASIN PRIOR TO DISCHARGE: -UNCONTAMINATED GROUNDWATER EXPOSED DURING EXCAVATION -WATER FROM WATER LINE FLUSHING -PAVEMENT WASH WATERS (WHERE NO SPILLS OR LEAKS OF TOXIC OR HAZARDOUS MATERIALS HAVE OCCURRED). SPILL PREVENTION AND CONTROL THE FOLLOWING ARE THE MATERIAL MANAGEMENT PRACTICES THAT WILL BE USED TO REDUCE THE RISK OF SPILLS OR OTHER ACCIDENTAL EXPOSURE OF MATERIALS AND SUBSTANCES TO STORM WATER RUNOFF. GOOD HOUSEKEEPING -SUPERINTENDENT SHALL INSPECT PROJECT AREA DAILY FOR PROPER STORAGE, USE, AND DISPOSAL OF CONSTRUCTION MATERIALS. STORE ONLY ENOUGH MATERIAL ON SITE FOR PROJECT COMPLETION. -ALL SUBSTANCES SHOULD BE USED BEFORE DISPOSAL OF CONTAINER. -ALL CONSTRUCTION IATERW.S STORED SHALL BE ORGANIZED AND IN THE PROPER CONTAINER AND IF POSSIBLE., STORED UNDER A ROOF OR PROTECTIVE COVER. -PRODUCTS SHALL NOT BE MIXED UNLESS DIRECTED BY THE MANUFACTURER. -ALL PRODUCTS SHALL BE USED AND DISPOSED OF ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS. HAZARDOUS PRODUCTS -MATERIALS SHOULD BE KEPT IN ORIGINAL CONTAINER WITH LABELS UNLESS THE ORIGINAL CONTAINERS CANNOT BE RESEALED. IF ORIGINAL CONTAINERS CANNOT BE USED. LABELS AND PRODUCT INFORMATION SHALL BE SAVEG. -PROPER DISPOSAL PRACTICES SHALL ALWAYS BE FOLLOWED IN ACCORDANCE WITH MANUFACTURER ARM LOCAUSTATE REGULATIONS. -PETROLEUM PRODUCTS MUST BE STORED IN PROPER CONTAINERS AND CLEARLY LABELED. VEHICLES CONTAINING PETROLEUM PRODUCTS SHALL BE PERIODICALLY INSPECTED FOR LEANS. PRECAUTIONS SHALL BE TAKEN TO AVOID LEAKAGE OF PETROLEUM PRODUCTS ON SITE. -THE MINIMUM AMOUNT OF FERTILIZER SHALL BE USED AND MIXED INTO THE SOIL IN ORDER TO LIMIT EXPOSURE TO STORM WATER, FERTILIZERS SHALL BE STORED IN A COVERED SHED. THE CONTENTS OF ANY PARTIALLY USED BAGS OF FERTILIZER SHALL BE TRANSFERRED TO A SEALABLE PLASTIC BIN TO AVOID SPILLS. -PAINT CONTAINERS SHALL BE SEALED WHO STORED WHEN NOT IN USE. EXCESS PAINT MUST BE DISPOSED OF IN AN APPROVED MANNER. -CONCRETE TRUCKS SHALL NOT BE ALLOWED TO WASH OUT OR DISCHARGE SURPLUS CONCRETE OR DRUM WASH WATER ON THE SITE. SPILL CONTROL PRACTICES IN ADDITION TO THE GOOD HOUSEKEEPING AND MATERIAL MANAGEMENT PRACTICES DISCUSSED IN THE PREVIOUS SECTIONS OF THIS PLAN, THE FOLLOWING PRACTICES SHALL BE FOLLOWED FOR SPILL PREVENTION AND CLEANUP: -SPILL CLEANUP INFORMATION SHALL BE POSTED ON SITE TO INFORM EMPLOYEES ABOUT CLEANUP PROCEDURES AND RESOURCES. -THE FOLLOWING CLEAN-UP EQUIPMENT MUST BE KEPT ON SITE NEAR THE MATERIAL STORAGE AREA GLOVES, MOPS, RAGS, BROOMS. DUST PANS, SAND SAWDUST, LIQUID ABSORBER, GOGGLES, AND TRASH CONTAINERS. -ALL SPILLS SHALL BE CLEANED UP AS SOON AS POSSIBLE. -WHEN CLEANING A SPILL, THE AREA SHOULD BE WELL VENTILATED AND THE EMPLOYEE SHALL WEAR PROPER PROTECTIVE COVERING TO PREVENT INJURY -TOXIC SPILLS MUST BE REPORTED TO THE PROPER AUTHORITY REGARDLESS OF THE SIZE OF THE SPILL. -AFTER A SPILL, THE PREVENTION PLAN SHALL BE REVIEWED AND CHANGED TO PREVENT FURTHER SIMILAR SPILLS FROM OCCURRING, THE CAUSE OF THE SPILL, MEASURES TO PREVENT IT, AND HOW TO CLEAN THE SPILL UP SHALL BE RECORDED. -THE SUPERINTENDENT SHALL BE THE SPILL PREVENTION AND CLEANUP COORDINATOR AND IS RESPONSIBLE FOR THE DAY TO DAY SITE OPERATIONS. THE SUPERINTENDENT ALSO OVERSEES THE SPILL PREVENTION PLAN AND SHALL BE RESPONSIBLE FOR EDUCAPNG THE EMPLOYEES ABOUT SPILL PREVENTION AND CLEANUP PROCEDURES. MAINTENANCE AND INSPECTION PRACTICES THE FOLLOWING ARE MAINTENANCE AND INSPECTION PRACTICES THAT SHALL BE COMPLETED BY THE COMPACTOR -ALL SEDIMENT AND EROSION CONTROL METHODS SHALL BE CHECKED DAILY AND AFTER EACH 0.5 INCH OR GREATER RAINFALL BY THE SUPERINTENDENT OR SOMEONE UNDER TESTER DIRECT SUPERVISION. -ALL SEDIMENT AND EROSION CONTROL METHODS SHALL BE KEPT IN GOOD CONDITION. REPAIRS MUST BE MADE WITHIN 24 HOURS OF REPORT. -THE SILT FENCE SHALL BE INSPECTED PERIODICALLY FOR HEIGHT OF SEDIMENT AND CONDITION OF FENCE. -THE SILT FENCE SHALL BE CLEARED OF SED141ENT WHEN SEDIMENT MEASURES ONE-THIRD THE HEIGHT OF THE FENCE. -THE SEDIMENT BASINSIDITCHES SHALL BE CHECKED MONTHLY FOR DEPTH OF SEDIMENT, THEY SHALL BE CLEANED WHEN SEDIMENT REACHES 10%OF TOTAL CAPACITY AND AFTER CONSTRUCTION IS COMPLETE. -DIVERSION DIKES SHALL BE INSPECTED MONTHLY. ANY BREACHES SHALL BE PROMPTLY REPAIRED. -ALL SEEDING SHALL BE CHECKED FOR PROPER GROWTH AND UNIFORMITY. UNSTABALIZED AREAS SHALL BE RE -SODDED. -A MAINTENANCE REPORT SHALL BE COMPLETED DAILY AFTER EACH INSPECTION OF THE SEDIMENT AND EROSION CONTROL METHODS. THE REPORTS SHALL BE FILED IN AN ORGANIZED MANNER AND RETAINED ON -SITE DURING CONSTRUCTION, AFTER CONSTRUCTION IS COMPLETED, THE REPORTS SHALL BE SAVED FOR AT LEAST THREE YEARS, THE REPORTS SHALL BE AVAILABLE FOR ANY AGENCY THAT HAS JURISDICTION OVER EROSION CONTROL. -THE SUPERINTENDENT SHALL ORGANIZE THE TRAINING FOR INSPECTION PROCEDURES AND PROPER EROSION CONTROL METHODS FOR EMPLOYEES THAT COMPLETE INSPECTIONS AND REPORTS. POLLUTION PREVENTION PLAN CERTIFICATION I CERTIFY UNDER PENALTY OF LAW THAT MIS DOCUMENT AND ALL ATTACHMENTS WERE PREPARED UNDER MY DIRECTION OR SUPERVISION IN ACCORDANCE WITH A SYSTEM DESIGNED TO ASSURE THAT QUALIFIED PERSONNEL PROPERLY GATHERED AND EVALUATED THE INFORMATION SUBMITTED. BASED ON MY INQUIRY OF THE PERSON OR PERSONS WHO MANAGE THE SYSTEM, OR THOSE PERSONS DIRECTLY RESPONSIBLE FOR GATHERING THE INFORMATION, THE INFORMATION SUBMITTED IS, TO THE BEST OF MY KNOWLEDGE AND BELIEF, TRUE, ACCURATE, AND COMPLETE. I AM AWAREMAT THERE ARE SIGNIFICANT PENALTIES FOR SUMMAND FALSE INFORMATION, INCLUDING THE POSSIBILITY OF FINE AND IMPRISONMENT FOR KNOWING VIOLATIONS, DATE: BROOKS A. STICKLER, P.E. FLORIDA REGISTRATION NUMBER: 74031 I CERTIFY UNDER PENALTY OF LAW THAT I UNDERSTAND, SHALL COMPLY WITH, THE TERMS AND CONDITIONS OF THE STATE OF FLORIDA GENERIC PERMIT FOR STORMWATER DISCHARGE FORM LARGE AND SMALL CONSTRUCTION ACTIVITIES AND THIS STORMWATER POLLUTION PREVENTION PLAN PREPARED THEREUNDER SIGNATURE AND DATE NAME AND TITLE, COMPANYIAODRESS AND TELEPHONE NUMBER RESPONSIBILITY ffl ry pD 811 Mo M SaM., dqs hMeWu 4y 1. ((��ff1Affnl1faTTullMTTu��911'�o��uMFFW��TTWe baled eM (m��Asd. FFry�e1 TUL4JIJLdv�JL11JnIJ11�m? IJ�IJIJIJ 2 �W p 's o_wu <zWa /a o�Q Eauy o v �F fI ■ ■ ■ `W 1 Q J Cn a0 O NW 0 LL W W'^ V/ NW LL o V O NEE NUVB8R C2.0 A SneYJ).p Tr (F) SOIL TRACKING PREVENTION DEVICE (SEE SHEET C2.1 FOR DETAILS) ul^ TOM SN&O W 7345 ELEV=96.96 �T)PE III SILT FENCE / (.. (SEE SHEET C2.1 ( FOR DETAIL) S JVT9C 0 LW ti UJT 5 LOT 6 LW ] LOT 1 LoT 2 LOT S sncw rnT �r<o=mzal //I 3 �1 c TYPE III SILT FENCE (TIP.) (SEE SHEET rz-IV C2.1 FOR DETAIL) Ir. �z-Iz IN LEGEND I,R-10 P.,, BWNBAFT —* EY1S IIn6 D.`E TYPE II SLT -- (SEE mm 6HELL w) I.S/cz-Is En.1 oEin=W IXI VE". 0 E)]SPNG 1PEE i0 BE PCIOVED ��, U oosnrvc TREE ro REmux ��' 1r2-I6 Q- N'A 1CR 4 \{ { AM'M ao eu nro M bnln w dan belae pB Ey 10 ((��ff1nff.l1fsFFl 1wCCauelI''l��wlaffw£�11lronlwroa.mm�.Bltxa. ��Ij C810LIIJc< ffll IJIJ�o� V1' OHL)N tt 4I W Y J Cn Qp W 0 Q� W W 7> U) NW LL 0 0 SHEET 40ILBER C2.1 wu.. Pont Paolo — Principle Poal ........ — Q' •�—(Canted 20' Tented Flow) V" rnler Fabne Isal non SECTION Poet 0,!1.0. Hoed 21 Mln/O Wood 2' . 4' 0.11fa if Sled 133 Wc/FI. NI 6' IAaa Flller Fabric In Se,n.. once r RS Sec. SIBS FOOT Spec.) Z , 0 5 F?]SONC GROUND 10 r I it minhnam truteh a(pDl ELEVATION TYPE III SILT FENCE TUTS ..................... SOCK DRAIN INLET SEDIMENT FILTER R.B, .1 PFIG IE P.CE 1111 E%ID:O AT 11.1 1' ET'ND :E Dae D0.4 FATO ITC lao eE anCNO.l. I 9S alMI T. .!IEALX EI.U. DIET. POST BE MOVCDO `0� EOPENNO O E PETE)FP PPE UD A K°F ROVEBRROX roNRWD.I:R•:D TO P iP ON rAIU':O e1To T'E i:OTI lo►�. STRAP ACENENT INSTALLATION DETAIL DUMP "NAPS EXPANSION RESTRAPIT� (2'4RABYLO,EDPO T WASHERS) BAG DETAIL STANDARD INLET SEDIMENT CONTROL DEVICE NTS oa �R Shore un. mn. or canal DOOR. Or Cane fia'. un. Tmbidily Banner. TURBIDITY BARRIERS FOR ETAIMNO STREAMS AND TIDAL CREEKS NAY BE EITHER ELOATINO, OR STAKED TYPES OR ANY LOMBINARDNS CF TYPES THAT HILL SUIT SITE MENTORS ANT MEET DOBSON CONTROL AND WATER DO AUNT REWIREAENTS THE BARRIER TYPED) HILL BE AT THE CONTRACTORS OPRIX1 UNLESS OTHRM SE SPECIFIED IN THE PLANS, HOWEVER PAYMENT HILL BE UNDER THE PAY IIEA(S) ESTABUS . IN THE PEARS FOR ROARING TURBDRY BARRIERAND/OR STAKED TURBIDITY BARRIER. POSTS IN STAKED TURBIDITY BARRIERS TO BE INSTAVEO IN YERnCAL HECTOR UNLESS ONHM AS£ DIRECTED BY THE "ONEER. 4' DO Steel I.Mrorc.d AD pN TOM) STAKED TURBIDITY BARRIER Cloned CRI mild P1.1U. Foam Per Fl. BoOnMe, LIT BPallpry RopeeNNan".1aread (. 'a BreoklnFabne(300pia S ) M1U Fatting G met ;'Odwnlaed On. TYPE I d' D,=V Sid (S-.,'. Ponel For .,lb. V m Lea) D,-V Std. (Addlilonal Panty For Depth. 6'). Twof2B Poneleoiae Uee Bd"FOTD¢plhe Gmala- Thonl 10 F l Un"" Spec101 09,D CUrlaNa 5oed0co'ly Coled For in Ne Plane Or A. Oelarn, By 1Te Engln OUTDO: COMPONENTS BE TYPES I AND II MAY BE S'NIIAR OR IDENRCAL TO PRWRiETANY DESIGNS ANY NEINNWAENT ON NE PROPRIETARY RIGNr6 OF THE DESIGNR SHALL BE THE 501E NESPONSIDNTY OF THE USED. SUBSTNTONS PER TIDES I AND 11 SHAEL BE AS APPROVED BY THE ENGINEER. rIro I I II �I I� uc0 es S—'a4�rr—i QSe _I O FLOATING TURBIDITY BARRIERS F' Z (� O U Q 1�a vrava.ed iae Br cape z hlNg Lu O 1 1 1 r t 1 sbwe um Of �CouaewoY LEGEND 1U ' `19 TO TY74 u -, An.- ui S O a . .�SWCW�NISnmenl `` CO NOTE": 1. ARDLESY BARRIERS ARE i0 BE USED IN P11 PEAMNiEilT 6WIE8 OF WATER REC OF WATER Q O NUMBER NG OF 2 NUMBER AND SPACING OF ANCHORS DEPENDENT W CURRENT 4ELttIRES, W Q > Q 3. FOR ADDIRONOF INFORkIARON REFER TO FOOT INDEX A103 ui C U) 0.Mrysatl611twa fuO WlBm.tl.yv before WOdYro W ((��FfTe.,Fea�Tm((e��'o��,vaTTnelFl-m��lw�a.nam((a7�ma.IIj��ITT TULSJi1L1RJIJIJnIJtJ®D 119�LI O `� SHEET 1lULHBER C2.2 Ham SN&D ELELVB-B)94E "'I lYt (q __—__--_—__—__—__ __— l l •> NORTH E I a aWAPHIC SCALE IN FEET 080 E � IMPACTED MEnANOi (TP) NZ _i NI-J YiFS i� cI s,j_is IoPuvo PREE.xvAH. ` WPAOMD WRWIOS (TP) • ® _ STNC E FAYACO a "P:♦Y.Z / s V A, . a . a a a . a aaaaaaa aaa. R % x LAMA TREE TO 'E ns-i %R' ec BEHI (i,v.) rhnnnvs ronEYAlx O y q I —EA'Nxo WE,L ro a d RE Rwovm I lE �EXISTNO MAILBO% ` I.. g% "q _ n l0 PQINN (TYJ �y % IX�STNO NOJO % -1 I FENCE ill RLM AI4 % � % a a ,e (i O_ %11 la a a a aaa a a a aa. z z E'I Ul t rE EB ]345J45 111 ELEV=96.96 a a a s o I A:1-' � OaYf'lER a '--EtlS,IxG MVO 1. a a. a a --------- f- W REMAIx --- - -- L% III Ezsnio'eE AUMuovio `Ensnvo vouE.apu. LEGEND . .Er ro BE B. _ _ _ J E%Isnmro xo E c, RwAlx IIIPA01E➢ Ill OPuvO VP£EFBEll v/ nwury E g REHA:v (l,p) ® oPEN wr Q o i I Ull :. LUT T LOT 1 5 LOT G LO1 LOT UY 4 or z -_J W Lxsnxc 1REE ro i arAn ar a muo avu 6E Rwom (Dr.) u5 BE wr LNLui ILOYE ONO PA1M IAGRw 6EM AYE I AEA STNO STI iOGE CT T E]SSIMO FAYMw, FOR E POOIIC RWI 0E WAY MAILN POLPOIE WAIFA $IX BAN (SI '.V W PAVEHFNi W C d1EE, MO k W 0 FM -1 C OE,A0.) NAIIH E%Sx44 V, PAM?IEXrk CROD(5 _� iVMiy5pO811tMV NA bGSMW dryf bCipB}Ou dytO N—N—N—N— Ilrre adNywNWNpbplediMmirts6 W WU���IJIJ��� 0 °��� o U WITS IMILL U PESVPEACE O]50xG p O e\ PAM FG (8E A C901. OE,NL). ` SHEET NUMBER 4 I x� l�- HA,ClI F115BN0 PAISMOIr & BEAMS I C3.0 NO z NORTH F, !I GRAPHIC SCALE IN FEET 0 30 60 120 SITE OATh TOo c i� - - OElR10PA81E A4EA'. 1IS4 AC ry NRILIES VEE6E S:.-I ri lyA%NV.N OIT COI CE:T )Ol� EAULY PFSDENPAL iC S' S10RE9) o m —1 r —1 F � r — HP PER A. 3 \ 1 VM LOT All Ss' SE• V o UM1 M LOT DEPM. If0' OR 90' MM AIIEY / M140AC i 0.10 AC 0.10 AC 0.10 AC 0.10 AC 0.14 AC o TwrSP Pc0\DDd<24 AC ip�4 AC 0F.ERIGOT! a U ,r \� / \ / \ \ hOR lR'.P Cfh@APON xnlE3 RASED OH ME 12 WIV CFT'FRAD04 N0.4UA1� IOrH EDIPW. y Z �1\ I GROSS DENSITY CALCULATIOYt B O 32 11 EFsP ArLDE. M1 RICR� 1>OS ACRE6 �1 014 AC O.Is AS 1 PVR11C OPEN 1 TOL TIC ACRES 'ET EVLLLLIN. ACRES 4 16 ACRES L —I 1�L lOiPl OFRUI O V\ 2 49 U•: 15 0.102AC L 0.f0 AC I I / 44 DMlll•:6 U'i T6 / 11. ACRES z66 OU/RCAF SETBACKS BUILDING ACE. v.la nc I. zo IT �w ac L ago=c I — SEE smEEr. ,o n 1 G kbl d 1ia, r 2z \I Im I r 1a , r—T— I 1 o>x "N„e;•'.� L=1D=D J 11,.' ` I 0.14 1 a 1 1 �p I L OaD Ac Dao Ac 1 1 I a9 • .. .. L o.,2=D r J L-- 1 1 D„ AD w p N Oi 1 ROAD A —� =.1D AC a o hm m L�.1D=c J l 1 -.t�Ac —*rl 11 I L o.,D aD J L o.,o AS ;.� .' l I 1 1 41 w ,Y SEHA'T A r r--� r —� f L=14ACo-n PoX MO z( l I L ...TV AC L =,10 AC 42 / oI = 1 I L =.,D AD 2 I , 0 .14 r-- r-- — L i L 0.1ui 0 AS 1 D1ou � 1 7 ^i � �`�` REGu1RED PARns Ano REeREgnow: L _ m. tPaENtt (12sD v: rs) \ / / 016 AC 1 AEA P CEO AREA ME 44 .a TRACT 0 16 AIRO1' D PEED AIR REND. 0IT A / \ C XAI%YC PART MD BFN[IrtS III... �_ a r O'II.XFA rAL:CE 0.9� c ui e 1 I S pU1p 6iAiKKi O 1nA[rE IT VII"YYENi i —.. LNG PROPERTY BWNDAY �C Y Qo wo �w LrU^ AI ME 811CA,fWl n45NessdTs OefpPyOu�Rlo V/ ((�� nEElmEE v��M(e�y((r��o-u,,rA(u�nunv lwlM.C4It to ncDJlYJL1Ll TUl1LI�IJt1� 0 ol'9O0 tJIJIJ LNL IT sSHEET Nun-eER C4r0 1RACL 1R CL T1PE AREA TRACT DEO:CAIFD 10 FFSFNCNr R.I. HE IAND PM PFgt NWP VSE CWE Uh9 U5E rOr11 Ifl Wi 21U StiC1E-EA4.LY DE1PLtitN HWStiC OV <2 IS i0 A MEl1AVD COISEAVPTOY 62z at %ANCE CWY1T 6 V OPPI �A[E D.16 Ae. H0A W. 0.•(CE COUYtt/PURIJC S DR4 r1'AIFR rRACi 224 PI NOA v sDAMaATEa mncr zss aI. HDa E uvi 6Tana1 Dwz A. em DP owEE IN I SiOPAIw 111-5 POND 1RACr O POND 2 rr}� ne-,n -�� WWC ROAD A 1,159) 0) --1 r-J r-J L-J r-J' 0.11 --� IJ] RBAC 0.10BAC G }Cgd a10 AO i O.IOIAC V 4w2AC 0.14 AC 444��� � •q� 0.12711 I 0.24 AC l-_ 4- 89112E 9 .90' 991'J I'3 r'E / �� BB910'IR'N •f �� Irx1T_ � 0.230AC IY99YY18' m§ alD Ac 1/ ee.u• s09wrzx .. 1 L=Bs.Be' �•1�•9Il fB=N41Y0'S9"W 1 a � � �ra�l NB20'I9�C 1 .• Xa5 � N e \� 11 LG]421' J m g I IC sa6a9'zrw ^ au AD Io I I J]L111 - zs 1 I Nlo-�.n• au Av x L O.IO AC I Ipo NI I ry I I II` I 38 I AN I--.aBr:,�O+w_lr4,m� i;. e•r�lam� I'. i L 1 p 11 91 I ,x -I I 0.104AC I i c - ; i _0..10 Ac I '� L a,o Ac I j Y I ; �" = "e> •SWy= l� -ONSa0 e 11 f_-uBlaurvy �,a.nl(_ - _ �1t4� I h I I Al,37 AD I v.Iv ac I Ig I 9' L-0.10 Ac ..I. AC I ; • I 1 J -NBurJvy_ -tlBIJyII'Yyra�L I $I I L la 1 �� r 1 FI I Se oeozpc I '. Io 1 L-alD AD I e.� ` v.lv Ac 11�� oaa Ac I A J .'J I rc $ ; I�-xoraegSulnDo� �aiB'I� -r�l u� i2 L 0.121A0 1 L.m I y; L 0.10 AO I AW� L DO AC I • �1 1I 0.149A0 ---J � ` �IW - el.sn I4 . �� 8 I /--naly'zgill w.Ir!_ - _ 'ETo:ao1 I lIn 1 r -7�v�Bsreu> E -- J xarze m�erala0 I 1 I 4 Al I x -raL;rO'+vlr late' - - - °'w� I � ' 0.1i I r o31 1 ` _ DAD Ac n •� L Daa Ac I ; % I 1 - I�z'ar;Jo�,= J $� q 1a.11 A. I - v z � I L---usuu0a9_zr J xozb•s 14.Ir L 0.10 AC I 0 IS PAW. D 1 '• • •i ( Ir -LBI b_lldgy 19.1 L L �0.10 AC I za L 5' BUFFER �� �RrTal a'wr J L 0aD Ac I _ NBIIF2 1r2R9' 10' UTILITY EASEMENT ILT 4 LOT ii I01 @ L(I1 ] IOT I LOT 2 LO1 } LOT 4 41 WI AC J 3o•n 4z 14 AC I F _J AC I t I (III-5 l\ SIOPONAIFA OND IRACi C \ \\ Paxv 5 � nR wz-9 nz-" valA'n II NR-10 I nz-11 / Iz 5 .-WA ING PATH j n> 1 `-EXISTING PROPERTY BOUNDARY GRAPHIC SCALE IN FEET zo ao Do CURVE TABLE CURVE RADIUS I LER'OTH I CHORD OWING CHORD DELTA TANGENT CI 25.00' 39.27' S53Y5'21'1Y 35.35' 8939'44" Z&OV C2 170.06 3.50' N82V713'W 3.50' M'53' 1.75' C3 75.00' 28.18' 1,1914WE 2&01' 21'31'31" 1426' C4 185.0U' 27.62' 1,12-45'07'E 27.60' 8.32VIV 13.64' C5 75.OG 31.74' N55'08'45E 31.50' 2414'50' 16.11' C6 JS.OD' 28.67' N76'13'I1'E MAD' 2154'02- 14.51' CB MAY 78.29' N551)B'45'E AJI' 2414'50" 39.74' C9 1MOV 74.59' N76'4]'22'E ]4.I0' 22'58'38' 3J.81' C10 75.OY 25.23' S8021'5PE 25.11' 1915'59' 12.74' CY 75.00' 46,51' S52'6]'3]'E 45.77' 35'32'03' 24.03' C12 75.00' 45.70' SI7'44'08'E 45.00' 34'54'55" 23.5V 013 ]S.OR MIND' 34,05'55'W 11.45' 8'45'I1' 5.74' 014 197.00' 122,18' S52'57'37'E 120.23' 3552'O3' 63.12' C15 197.00' 120.05' 517'44'OB'E 11&20' 3454'55' 61.95, CIO 196.94' 30.10' S405'55'W 30.07' 6'4521' 15.08' C17 75.00' 57.14' N30'26'02'E 55.77' 43'39I9' 30.04' C10 197.00' 23.62' S11-505'W 23.60' 6'52'U9' N.82' LEGEND PNCPFRiY IME WQR-W-WAY IRE RE,Ji RGR LOT IIYE /-LOT IINE LTJ v EN p ,G,Hi R. fPppryryi H.T.. rAun 33 VROCC 015 v- r i L9a ��9 Sxr � L0 fA,FL em r MNM til1811 Mo Adl bulhen drys before you A(L0 ((��((ThlIa�TIw-��,Tor([aeyyR��,w11M1F1mIIIMnlaatetlandml��vixl.((���T Ca1LY1L1lJ *ULIL�IJIJ����IJmIJIJJ IN arc N oWma Z a w W H Li 0 SHEET FURTHER C4.1 �I LEGEND PNCPFRiY IME WQR-W-WAY IRE RE,Ji RGR LOT IIYE /-LOT IINE LTJ v EN p ,G,Hi R. fPppryryi H.T.. rAun 33 VROCC 015 v- r i L9a ��9 Sxr � L0 fA,FL em r MNM til1811 Mo Adl bulhen drys before you A(L0 ((��((ThlIa�TIw-��,Tor([aeyyR��,w11M1F1mIIIMnlaatetlandml��vixl.((���T Ca1LY1L1lJ *ULIL�IJIJ����IJmIJIJJ IN arc N oWma Z a w W H Li 0 SHEET FURTHER C4.1 �I �r __ 7 ✓//�\�'20 �1�29 III 30 III 1 3 li� 33 / z, \\\\ III IIIft— I I wl \< 24• HOPE O\ LGDx Ill Ill I , III I I \\24-_N0 Lwx_L1 __ �HATE o-1.\ I� I xoPE o I wx \ IT l (I STptMWA1FA 25 ; 10• INP 01299x I I 1O I 123 a xDNA G (I PQ'i02 I I 12 24 23 I 2 1 I 14 ] I m 1 r 351E OF• i j I 5 1 la' IBIPE o 0.wx, L_ J L__ _J _ D,D 16 / 5 ' IBI IE CF • ` •� J M• NDPE O PPoI. - JSNINE IF Of I I .: ca0 mz I 1 DI3 is 1 3 _ Ji L I i a a �) . JB' INPEbo anx 1 ' '9 , A. I L + $±Tii C P � 0.MENItt , 6 Df is OBAN, IF, IMP STATION ACT E L01 4 L01 5 - .LOT 6 LDT 7 LDT i L01 2 LO1 3 34 \ \ 01 35 I 41 I I E2-Iz 1 1 — I 42 I 143 1L I 44 rz-I NORTH GRAPHIC SCALE IN FEET O 2040 go � NrvATOR wD CT C 1. ALL 30EWNPAWAIS AND CflO55WNN5 L A, SNNOE YQ (ONJIRA RD MCNOT, IN10 EM1.1ID MAC I:6D CRD55 AWE \ Y.2- (Z4».. MAX 1 20 xUNNR1G ROPE (90F). Z EIEV DO .OWN BMA N EACH HOD. PM REPRESENT ME PPYD 3 \\ DE9CNE0 P Al RMEIETO x VANOW CENTIME. WT El,. VAT GPAOE FIX2 LOO 144 W OELOW WE EN91ED ROOR FIEVATPY NL HOD. PARS TO BE .11MA . TO 95x OF Vx D MODELED FROCT11R AMWO T LBO x THE Roz AND IDCATAN W THE xWY TANS WOM ARs ONLY sc,EMAnc MD sxaN NET BE M4D FOR NVAL xONE Bu:wma IAroMT AND caysTRMcnox a RORIA. M, dorm Do It PLAN IIA9 BEEN FN➢ vERIW.. CONTRACTOR IS TO WAll THE OWN. IN .11. OF ANY gSCBE➢ANCIEs WEOW C01/..E. XCAR S Bo" As... A. 10 BE LONS1NWWW M1HIN WE NWSE Y.1-B PM SNONN AND 10 WE OFSC4 Wil. RWN ..A 6. ALL LOR RAW BEAN CERIMA VMTWA A EOx NIMMVM / SLWE B. NVM NWff POOR NAVE BEEN .1 AT WE GR. CT te- MOVE THE FnIXinxc ar1IFnIWE Of WE ROADWAY M I -FT MOW WE IAs 1W/zd-HN STORM ➢E . 1. WE AER,ElA. Brix. 1...1 ME PVBPOSE OE BAWi0N9 BAR AAAABWRBB 1OR WE lE DE CIXI.. MAY MOST ME 1. NOTION EL£VA . A9 NEC£SSMY. TIE 1.... SHALL Al A MINMVM 01 D 11 ..1 N0. AND A BAXNUM 4T 32 FL D—A x0. 0. ALL B.4 DRAM INLETS BON SI . RED AS PMi Of NEW DEY WAEN1 PRA,,,W M DRM. GE CWNW DAM, A. MEl .0, INLET MMHFAS INSTALLED. MAT ON ME MMNER 1"r1-O MALL BE EYEW Y SPACED MD REMA -No OVMPWO, ONLY AMR IN I SHE DRAW. MAA.B NVSt BE I. . FAME W.N. STER, MU NVM, NAME, OR BRPYEE AND DBER STAMPED FROM SME1 METAL OR EML METAL NMHER ONLOW M.V51 BE KON-Pf31ECRVE WIDE OR CRIDL. AWATC CRFAW. DO AWS. AN ON MARKER SHML BE PoN95TENT MRWONWT TIE BVDDOMAN. MAJA EAR MUST BE A E)OND TO A IX£AN. PREPARED Al-, BVAFACE MN MHFAY6, FASTENERS, OR BEAT AA PECOMMEt. DY ME MMIUFACNRFA. MMNExS 91ALL BE Ml(NEO MRI ME CENIFN W ME I.M. BUER AT 1E TOP W ME WRB, LF111RIwo M.U31 BE BE1r.EW O.w - As INPES AND M, roTAL A.R. D1 ME NUTRIA BETWEEN 3.76 - A25INCHES STORM STRUCTURE TA9LE STRUCTURE S: NAME: OEiAR IBTFNV EN) =Am IN, RA NOT OEM MOB-Ins TOR To., N. mY wn 79.0E BANNED EAR WERMAN HJ9-Otl 0f1 TOP: et69 S MY M: MIND LEGEND l0T ON. . G E ® lL NAND, 'DO`FAMIDAANIFF .OT. OT ®APOI.S N . T ® .010 N s101KA NANx01E a NABIA EO STORM Ell EARRAD CP NAR .1D.1 Ile SPOT E1GVAn0.N MNL ANN RESURFACE OPROP0AW (DER OETAN 5RE1 MOO NMDA Dp4H.T PAIRMVEI (SEE.1, SB£f.0) AIAN,tdI 811 RAW(vp lWI9W dry, bdOrt PP 41p 10 hrx underyruMlA rNINy IGca1M aM rtaM1ed. 9l4J1UTVuun1flcp� mom ❑ J z[L Q W v z Q z LL ❑ C5.0 NATCN IX 81.84 MP1W IX III 'I Al. IX A I MPttN IX 91.98 MA:NH IX R.. NATO IX 91.93 I�� 29 III 3D III --1I F1 33 // ea / 27 BO20 III B0.48 m 90E]8 91.Jr8 B1.o8 III I 81.. 9¢9s 34 ` \\\\ 1T ELEV I I II p II , I p II I I I I L II J I L \� 9 MOD 21 1) ¢EV a 26 Ei ROY 1 8091 O / ' m B893 • BS.3)J.iW • \I \ O L Moo s - 'J r � BA24 PO1L rB9'BD J m.B I B ]B • 09. B 0.]J �l- emr 89 B 2B 99 y- 1 O�9 9d 0 I 11 1i ESiv OA I� I�' 10 EE ¢cV O �0.1� Y)4 $IONMXArfA 25 90.�By B 810 / 906B 9139 A\ ]PACt D MOD 1 ' L_ I I BO.B� - ; �] 3- iF ftEV O PavD2 90.99 $ L4 11}8. © 12 �MOD 9lo sz ©I II I i 13 yB 117 a� 90.>) 7 r - MDqq �291.39-MOD1/ I °1� d'' = � `�IE�.SzL O� � � , I � - .-ben r 69.1] 9021 ' 1/ 1 .22 38 CB)W.eiy sF 1i 4V 2 IX Elfl m I l4 1] E47 I r 9a14 q0.4] �I • r 9.IL -MOD' 1 L BB94fj 21 fr FIEV O� I ( 115 99.988 I 6 90.]Sy I 1 I 39 1 90.]V MDD I 8.1]`_ �� L- W�' Q ma I _Ra,A - _ _ _ I 9]L MOD i C 8AB6- 9D 3] i0 89.04 892 B&40 16 8 ROAD A _ � 9oss l 5. BF EiEv o ey1 yI 1 40- EE ELLv O 1 BOBS rq'\ 91.2 1 L MOD I� 1 09 028 9WCUL 0.ND NATCN EASPNO PAYENENI 8910 �I 81.5c - A 1 %�09V AN) 'if J - Jvoye 1 81.87 I r I ].B 18 Fs se] 3 rt pLy �A92)3 1 1 MEAN � 1 �Qa � 9244 �� l 2 B3.p3 OA JI I� I \ • 9183` / 9296 MDD '� I PDOR, I 1-rc1Ev '�11 I1 ,(1'r ( $AngP1 MR ! I ` -1.80 � 1 \ 92ES y ®� �r' I 1 1 43 BLEIEV O �) MOD I\ i 91 \.0 AI/A'I 9L / 44 B21BEB Elfl B irz-16 .BZ •. 0) •• 91 BOAS L MOD 926] � � J 9063 93., ._ _... -.. - NATCN IX 9L09 _ - MPTGN F% 96.16 � MPl W IX 9S% MATCN IX 9I 98 NAlpi E% BAo NA1M E% 99.26 AIQI IX. 9}30 TIOMIiATON TRACT E - L 01 d I,IT '� -LC11 f I(IT ].' 10, 1 L01 2 - LOT -I I.W J o` I ME . I-ORD 4Wx0 ANO PE9JHrPRNO ME err9L a1EEr mo e Irz_9 NONNnArEn ma mAcr c PmuD J \ f bz-8 2_6 nz-) N-0 Ewmxc rrt]IAvo / 23' KPAIaO BUfr£R Q= NORTH GRAPHIC SCALE IN FEET D m A U LEGEND ® or cNAoa o rmE s E Al s EET Ca0) SiOi WA]EA TR NOI Off OE 0 C. IET ® PPOPOEED 5101N NAI:H01£ e PNOPOSiD 'TOR 'PE E Illl'l @4IOVF aIlATON �8 11.T ELEl.. PPOPOY➢ MILL AND PESUiFAEE DETAIL'IIEET Cfl0) L-1 PflOPOSED AS?NAIT PPYPRET _._I (SFE DETAIL JIFEr C60) LL� W Y LOi NVMBEN LQU) r AW aW. MIN, fIN. it 6Ey. < OT giADE 1WE O LU W' W W U) AMllp WI 511 bIo NII NgIAW d,, P pu dma W hm Ruh pl ld III Io mBmmadad. � O RM11931lu0 0 C�O[� 0 SHEET NUMBER � Qp C5.1 .,al11, 11E(11 1n}oi (E) SNpE =RfCWSER Y.CEq 9NGIE SEMER SFDYCE� RB E.A24 oaD AcJ 0.10 ACJI AV r--� _O.IO AC 1 L B14Al r --_ 9 tlf PE M 3RY6 I revw 2,1 � 31i OFF• P=AV I I I ANGLE SEND BERMOE� .. ROAD A - .. iii ' "" nRE HmRAxr _ — _ � AssweLr (rx-1) Iz v a e• c-9 —Y — 11 1i Gf 0• C-9W ��� s1� 19) 13' OP C 90] l ! »SVh (h �F•Bs avw I .TBaT (� I 23 IT CF V 0-9 -�1IF OP A. 19W C-2 �C3 201 of e•o-ew i Ire ae°8- �a'c j vvDr e o� cWxfcT To EnsnN9 u v or, e• c-9 IrI..AM II \ P. v-1—v—v- 300 IF CF B'IPYO 6 OABR n c. i V .1.N / — — IF -1 f —I I— 1 F 7 F—IJ10PC0.1< AC0,0AC10AI,AAC0 AC UBLESEIIOWD1E WAIFA D.20 PcDc(e• c-90-� ✓ sxaE RCGAM swnEfj,, O.RS AC OB. S4GW 64ANCE ' mr SNQ£ RECINM VINVOR 1 I r446"W I. I., J � 1 i ' I a180PC I •i L_ I In =.1. AD I 1 I If I IC 39 I c-T m9 ac I ' ' I ao 10' urelrr EAswwr (rm) 1 ( I _ =,t AG I "'AG lDWBLE SENEA ARnG£ (1TP.) LA14 AG I �DWBIF HAIFR 4AnCE I 16 AV owA �849 v oP I. c- _ezw v OF BI PYC a nab _e i I ASSENBCY (iH-R) 0 PVC a aM 01 11 0 0.19 AC I I 0.10 AC D'Gf 9.1 00 AG J I APIAV _J L L—WO Pc J B J I — J No ac I L_V, 0 Ac a10 Ac J ' _J tllr v oP J I ' I L_alo Ac L 0.IU Ac i _ _ 1 r - - � RNGIE BftiEA SOIYLE LO.IOOAG L a10 Ac ' -- J JI I a j 1 O.tD ac L _a1-Ac I ILC 44 a10 A` J L a,B AG I L — L 0.1O.IO AV 1 _w 0 AC — rOWNS` RCCUIN I VANYtf OTT..). 1 O OFO Ac I 0.10 AV.RLY ) HAS HICAa1T N0.E MAIER VERI E 9NdE WATER SERYCE a• PIN PECIA4F0� ____ _301TOF6'P1LV. S. RO.W. (IYP) 0• PW` YiA1FA .AM PAOPERv BWNVANY LOT 4 101 5 1OT 1, L01 ] LOT t LOT J tor• WaTFA MAIN SAOOIE Ni0 B• GA. VALVE L"I a I LOT 4 V OPW 9W SANITARY SETTER STRUCTURE TABLE STRUCTURE NAME: DETNLS: eunrulY uNulxc m ONE M47 i MY UIP. K" SAILDRT Y0.41KKE yyA M 57.94 i XY WP ]Y69 SAMTARY MANHOLE RW 90b3 BW H. In M: 10.13 I, MY It )B.R S MY WT, Am SAHRMY MAbkl£ 9J4 101: 9z10 w. NY WP. 7640 SWRNIY MN DA 9 NIN WW E. NY WT: OS13 SANRMY MN91CtF WO BOA 69.39 MRbeu Wr: n" IWOTANY MAx1UF mT R 89.6] XW. MY K. 02M S MY WTI B1." SNNTNIY IWOR E No III MOO H. MY IN: Slm S W WT. 0a9J SANITARY YAWICLE $W 1N1 99Ra NE. MV BE 19A9 W. MY WT 11.71 SA18rnAY uwm 51 0I: 93A GWI nu n. N, WR n29 NORTH GRAPHIC SCALE IN FEET 20�0 1. z J. 6. 9. ID. D. IL la. li LEGEND EXISTNG WATER MAIN - EXISTING FORCE MAIN EXISTING REUSE MAIN —r — PROP05ED WATER UNE PROPOSED RECLAIMED WATER UNE Y,( PROPOSED FIRE HYDRANT —f— PROPOSED SANITARY UNE 0, PROPOSED SANITARY MANHOLE PROPOSED STORM PIPE ��Dy PROPOSED STORM MANHOLE PROPOSED PIPE CROSSING (SEE TABLE THIS SHEET h PROFILE SHEETS) P PROPOSED SINGLE WATER SELVAGE N- POLY) PROPOSED DOUBLE WATER SERVICE If- POLY) l PROPOSED SINGLE SANITARY SERVICE (5- PVC) PROPOSED DOUBLE SANITARY SERVICE (6- PVC) PROPOSED SINGLE RECLAIM WATER SERVICE IV POLY) PROPOSED DOUBLE RECLAIM WATER SERVICE (I- POLY) Nxry3 qO 0ll Pxu fNl buMnps drs before you Wg to M1an vrdeywnd utllNes Iw IN and martsa. Mm�1i ninGl O (RuFFAAm rc mum C6.0 61AVKENSHP HOLLY & pRfR PMCR CO. 04-22-26-0000-00-026 119�'10'12 C(1) UAL (Fl III--11r--Ilf / / \\ \ 0.110AC III 0.,0 AC III O.IOOAC III 0.101 PC III O.I OTPC III 0.140AC �� � \ \\< p.,lAp �\� I,I I,I I,I I,I I,I p244AC �3 , l 0' — 7 I I 0.10 AC nr. T �— / I 0.100AC I I I D LO.IOEAC k GM AC 010 . AC r r 1 1r-- �_ olo}Ac . L Olo Ac I —Cao AS L0.1U AC 1 � p,U AC � 1 — 4IU AC I m i 0 1 a 0.10 AC — — 0.10 PC I p.13 AC I Q I r_ J I I I — I 00 m ROAD A T� k 1 .1. Ac ' ° 1 1 0.10 AC , ESJAc a . I 1 0.10 PC O.Ip aC I L ..1. Ac —0.10 AC _=J MEpI@A FlIIBERIO BORES • 1 r — �, 1 PARCEL NO. 04-22-28-0000-00-014 = I a 'CI. Ac ' D1 AC , o "7 ,,, E (, ) - ' r S WALL 6' CtF r / / 6' IfDF 'i\ WALL CATS.. J// 1 Op STAIftG `4.5'TWO mI¢ {m1AJl idR MM fpJ R2 M OT R£ E d IOi 5 taN 5 LQT ] LOT a MY 6. WOF > w f LOT Y 01 S LOT 4 CITY OF OCOEE EMCEE NO. 09-22-28-0000-W-002 POS)S MD ICE ,q It „2-2 LRP'. it I I I n2-n NORTH GRAPHIC SCALE IN FEET 20 40 BO rso - - g14NT GF XAT W:E PROPERTY uNE PROM. PW PAM MAIN PROPOSED CI.RM G PROPOSED SANITMY MAIN (PRMU) PROPOSED EPUGE WATFP MOO (PRMUE PROPOSED WATER VMH (PROEMS) �I SHEET NUMBER CTO ICI aFl DF a� f � flhl WIE A R+3319 }' }5',FATCAI REHD� 5'CM'EPEIE FDENAI% 1< LF OF 4' P vL19E Y WPfi AVD Wi1FA — — 4' RECWvm MAT' SiA 2+1910 i1PE •i' WPB AYD WilEfl "v TPE Y CUPR R 0 AND spy ;0 g 2+00 I 'b ie' i/. I L1PE 'i WflB AND Wi1EA wAIFx Max 12IS OF B' C-9� uvof a- R: A: tl. 1 l I3 I� !W Y� EI I r.TAJ2+50 I I 1 a' u• ewo a ' I I L 9 Ir Of a•TA P1111 4' IS'S4ATCAE Bft —I IS If GF .•P9T � ; O, � I a 45' NRnCP1 a r` �-3A�p— e 5 F I 1 JtL-- Po � C�., £I {9 {2+r2ae I R.Ada .1 S+11s9 flOIJ]B: 51 12+1296 �1 � _1fl•�900_�fl���I Ir� 8� � I I D. I L F B• C-9N � � P � o lEae' ROAD "A" - STA:0+00.00 TO STA:3+73.59 FASIMO ROAD EDGE FlNlN C, E -O.ISR `4• PVC REV SC WAIFA MP!N MI, GNAOI, BD :..., ... ...... .. 80 91IXLl X+FIRMS:79.00 ]8 )D 2+00 NORTH GRAPHIC SCALE IN FEET 0 10L—JMML:mm� �uue _ _ _ wart of nnx lmE V.m.J .`O.:':� m•• y �. s• R w: ¢ PROPEflIT tAiE \\)h O O —n—n Irt— PROVOSm P1L Rm£ NAIFR MAry q Z ��Ot• �... . �P�yS PfloPOSED PW XAIEA PAN ,aa � PROF �•'' gym:::: PROPOSED 0.,, S£NPA PRWOSm S FNRT MAN (PRONE) N V m PflOPOsm Rm� WATER MUN (PPOiIIE) ¢ `+ .' PROPOSm WATER IN (IF.) e o b W FL O IL ob Z Q J tLJ y r^ o QD Lu ❑ N/ Q 0W W 7. co NW LL a O SHEET NUMBER C7.1 \ L---J I L — — —'J I, —J L—_—J unuttu Exr (rR)I L I �—J // / \ I I s• cmcFEre sor<nA— ______ — rzis ev v O.I ONAC / I SA S UN E STA. 0 VO/SM 1q} 6 SEE SHEET C7.5 FO CON➢NUAPON YI N fl 11 A 492 I1NE 6 _ IP/N _ n e• »AIFA MAx • y� - --- -�- m51s aE a' Pvc o o.5ox 5' 6[dAIMEO M.VN y W—m ml — SLA 0461.51 F—IINE b' WNC— 40E-- 5.— 44'F/P/Ny- 9SIf\`— � � I T ( ) CJ TP[ 5' LVpO µO IXITRR \ NW M19ftN11 (i}f--R)� eo— — — — — — — - 96' unurr Pwmlwr nP ' 96 IS OF 9' PV "5 Ac ROAD "B" - STA:0+00.00 TO STA:3+00.00 �P Sjc y�,f�4 �l26 BfW f GRAPHIC SCAt IN BEET 0RO 0 vN Al FOR W wFr UNE ; MAy' PFOPFAtt IIHE jm .0 53 q,. & O L —FI—IA—A— PPOPWEV PYC PEVS£ wPILN MNN � % 4 'N�j.... a��hh� PNOPOEEO PVC wAM MNN ��A9 PROF W q An PPOPOSEO GNRNT"$FAF11 O m PPOP050 SM'IiMY MAIN (PFMIE) � PNOP050 NEVSE WAIFA MNN (PPONtE) uW pa Q e ym ............................:' PPOPOSEO WAIFA MA'N (PFOFlI£) C7.2 �'L----I L----J L----J �III/��H If DF C- B' WRIER MAtN L----J:L----J;L---- JIL---- JIL---- ___ 5' CDN METE 9D — ID UIefIY EwmlF]R M) WAIT( SR25+BE1.D SiA .H1855 �P25' 11 91 P/N LL4E� IV YI W rnE Y WV, ANO GAPER Yl. -iE RFHD — 4 — �— — p yA — YOT —P—. V W — MW Y $I00 61C0 )4W R]2 1£ OF 8' PrL O P<OS soe N _ N �{5 41 45' A. _—".'�.r�!a'— AI R�X WE M IA 1 I! M AI M A — — ...-'[ r �6' CM'LfR1E SDEWAtI(, � �1D' UNPY FASIXpIi (iW) � LL4' flEQA!NEO kA!N � 1-TYfE 'i CVR9 ANd WLIFA � A• AS yp VICE � III III III III 11 III 11 III III I ROAD "B" - STA:3+00.00 TO STA:7+50.00 GRAPHIC GRAPHIC SCN IN FEET 10 20 40 PIpR OF WPY LIHE Pfl OPFAIY VNE —P(—IA—A— PP... PYC 11.. VA. MP!N PROPORO PM, WATER MNN PROPOSED GRAVITY SFAER R.I.. V. kAN (I.) PPOP040 PEV4 WATER MNN (PR..) PROPOSED WATER MAN (PROFILE) �I w J_ Fl— o ry CL ob z Q J LU Y Q U) QO wo >Q w w 75; U) w ry 0 U O C7.3 tJ) ,L,0IJ�,,'(,I 7. MNN T1TE'i cm MN gTFR <IXIGEIE SOEW.V% blk IO40S 266 IF OF a' PM 0 O.fOS Y .,�^yoF�, �� a 9ibfl6] Lj Q- S_ ySY Sik JIB9.10 9 REQAVO NA'N 4' IS' eErvo — 1• WRD NID -- \ - ?4 �Vj/y� 29� T6' CdIGEIE 90EWAIH Y 10 MIRY FA4HFNi (TP)l R/W NNE 01E H19R l IM-11) \ f4 �) t asr• e _ o 41. _ I— ROAD "B" - STA:7+50.00 TO STA:10+50.00 4 NHAPHIC SCALE IN EEET 0 10v PiQli W WAY LLYE PflOPFAiT W¢ —A—A—n— PROPOim PW PEVY WAI MAM PROP.. PYO WAIIX MAIN PRSIO. ORANIY S£NW PROPOSM S TMY MAIN (Pll ll£O PROPOSM ATY£ WARP LAM (MRHFl ) ............................. PROPOSED WA]EP MAIN (1RO4LL£) W J v/ Q 0 W 1�1I W W V) NW LL O V O SHEET NUI.IBER C7.4 is IB HE OF 0' C-960 - I '�IITC IBENB I- L- L L L. L £ -J I -J I -� I - - I -1 I M" 4FATCPL PP10 / 1 OE W FB00 I I •I W I ]O FSNiA B'10C1109W52 Siti 111'5M10 SaSA 4IX118C9PL60BOI _____ _ ________0__________IV 'Y! _ - 11.25' / �_____ V FO Slb 1 9A50 W =� NLlT'ti'�:i. �6 x - v ° ." s j o N a ROAD B zw 1£ oP Pyc o oao 121. �9 bx MQ F _ _ - GLL 6• PAC a6ox sol g w wy v n n �w E //ryV BiA I34]A06 �T y / 9LA IM]I. T] k fA ll' a xa TS PM NPE fA M 5 CIX1CRElE SMNAII( y fA aS PF- BOi 0' PECUIMpI NANr �10' N � BTNPIEN Y EP�r1 I ROAD A:I BIA -7112%90 R�&IBiA� I I I 1 I r ( 1 I I r I 1 r I 1 IF 2 ROAD °B" STA:10+50.00 TO STA:14+60.41 /0.00.00 s — P OCRMHIIC SCAEE IN FEET ao L[un2 gti�'+ w e'• 2'• R:Wi OF WAY AE A po".tt t1NE l V O: ZI q .�NO Nm o} -RI—Pt—A- PflOP050 PYC PEVfiE WATA MNN :� �.R•�r75,] -n —n —W - PROPOSED PYC WAHA MAIN W PflOPO5E4 CPANIY ANW U N 3 Z U PflOPO5E0 SANiiPAY 0P➢1 (PPLN£) //////////////////1 0^J m PROPO6ED RN4 WAI ..H,o.E.) OQ<6 8 r iY Dt W 2 Z• ' PRWOSEO WAIEA MAM (PRoEu) W J_ It O ry I 06 Z a J a- W Y Q J (n ao Wo >Q C�W W-3 U) W 0 U O SHEET MUTER C7.5 1 Trl%,AL CSUULCVAKU ENTRANCE SECTION IRA -A" oot- 1. FOR GEOIE ;B...' BY ECS ITI D. BEOTEEMI FROMMENT. REPMt. A'. AT W(E MEADOM... OCIAFN 9. o20. LOT GRADING DETAIL - TYPE "A" (DRAINAGE TO STREET) ADO TACK IOAT EOCE IXISRNC ASPHM1LT F)158NC BASE EASPNC SUB -BASE 2) - 2' UFM TYPE SP-125 ASPHALTIC WNMERI SURFACE COURSE 15M MARSHALL 5T/9ILTTY) All CRUSHN CONCRETE BASE MIN. e' (OR GREATER; MATCH FUAFNC WIN) CRUSHED CONCRETE. BASE (LBI - IN) EOMPACTEB TO A MIN, OF DOS OF MAK DENSITY PER AASHTO T-180 UNTIED PWCTM MN. 12' SUB BASE f o GREATER; MATEH EMSTWC) AHALL ME COMPACTED TO A MI MUM OF 98% OF MAX DENSITY PER AASIFTO T-HBO M.ODUIED PRNIM STAR UYE TOP 0' OF THE SU SDAMIE UNDER THE CRUSTED CIXiCRETS TO A MINIMUM LBO 40. RIGHT—OF—WAY ASPHALT PROPOSED PAVEMENT SECTION NTS NJVEROC( MAY BE USED IN MEN OF CRUSHED DENCBETE BASE 1]I]I{ICI:I[IjI�I:Iy��I�i�Ijlj1]I�i�I` Wr mot TYPE I $TP z w TYPICAL ROAD SECTION 11B-B" HIS Rom 1. PER OMSEETHCAL REPORT BY ECS ELORM. LLC. OEOTELNNICN ER"RESENO REFCRT RESERVE AT IP%E MEMO S, PERS D NFUSER P. NM2 LOT GRADING DETAIL - TYPE rB" MOD (DRAINAGE TO BOTH STREET AND REAR LOT LINE) R) - 2' (TEES TYPE W-12.5 ASPHALTC CONCEEW SISFACE COURSE 15W MARAfALL STADIUM ABOVE CRUSHED MNCPETE BASE MN. B'(W PVgRR: MATCH 4tS¶NC DIFTH) CRUSIN CONCRETE. BASE flBft = I Wl COMPACIID TO A NIN. OF 98R OF MAX. DENSITY PEA AAWiO T-IRO MM:FlN PROCTOR MIN. 12' SUB BASE r OREATIR: MATCH EXISTNC) SHALL BE DOMINEERED TO A MINIMUM OF 98% OF MAX OEN9TT PER A.T. T-IM MWIHED PROCTOR. STADIUM TOP e' OF THE SRIptADE UNDER THE CRUSHED CONCRETE TO A MINIMUM MR 40, PROPOSED ASPHALT PAVEMENT SECTION NTS gJVER0.!^( MAY BE USED IN UN OF CRUSHED CONDRETE BAY. es"o-��sa�'oe:a ewd owwa In.NB• VfIM -fit n.wlem l+, al,onw polmsald„a.Y sw�un xanbo. n�oo'nN ma-� •N,.NMwB...mra Bau �.mrev .e ..,.l„ wall JomsaMUP Bmnse<x.PP n Nd Blw- /IMMrMPry Sblmvfef6 B�Riw'w.m bkk Croky0aM01vtlavq OilW WW9:, 6' I�m�erc5b Ww pMdP'N. xnBr�l ��N�11 8m 6 ryM SYL'�'9�7P,%4S1f-mac.. XO 1/anXleStttien 2 SewI e na P'.•.+n.1.wa.ra.wn,9 w'arv,='•o maWwm mu�M1 WxmvtttrpNne manmb ✓ai ayebpn 6'b29'b Y:omebmfMbf an wd orsigb wa0erqusnwl rtNunauµw CagnWq^pvveL µ5n�mi�lO3y eSY M.en mmMb e�meJe tp mal,.puaee bv'P mmu'rvi mn'que[anawl kvom OMa'mMtlw<M. W9,+m,mmlB' ,N.raI, u..,�,mnM�a am4mPl^,nNw:ww �cwo�ymm„m.n.aPP,.N cMaw...nN'�.,ew..vN.ulna.ammlaw�., n�5na awl m rro-eae wM rml:«,. m ...,. eti mT», v.ew aw"m wu, n n•aN man w'. lu'.mmam.wan m w1 m a„ 9. u0eav9vmerwuepiw.Fw w.nmonsa n A, e.LIIm WnPbO•�Y6 �11 �) DETAR CITY OCOEE t NO CONSTRUCTCTION DETAILS ` UTTIN BBnBery $pwe, ManMtle OATS JWy2D19 SCKE: RYA ¢g a 0 \ 1Qow� o�wy =ash o�or e E P O �x MN Q< m d r r1 Q� m m N gE, MILL & RESURFACE SECTION SHEET NUME C8.0 PROP08➢ /�PEIA�A'NO WP1L / NG 4AADE SECTION C-C IT VEC£iP1F➢ �LOI BVi£ER SW SW IIYE Itl WDE DFRH VM�ES IV WDF ACCESS �tff Z ti i 5 'TARN EMSTNC -�r s' Baow xmMaL warzs EEEVAnW ti N PfA'0 BOiIOM (]fl5) � i5 SECTION D-D M uuo�snneEn � , "'Y y��'• LOT U.-x soo sW eVFi4N0Jy� I� la xwF Efl �accEss� vARiEs toeE0.'oE �� � w � R': � . � mi —_------_--:- ..._.u-y....._.—_--- S Wciuno BVlim � y b 3' BFLOX NGRNpt rygRR EIEVgIHIN 1? N NPICH Ep5nH0 GRWNO PoNO BOiiC9A (TI.5) Z O SECTION E-E J xTfi U� W Q Z F— W W Z O � � U MpiCH FASNNO I SW \ sW `-1RACi 11NE � GflWND 10' PoDE IV WDE eT BFAM VA9R5 ACCE4 ' lOP (Ba5) _ �, 251 /2W1R YA% siAGEL.Ii 1q%tf fl PROPOSID 6'SOEWALK W Q j W �0/E t, 2' BFLOW NdIMAL WAffR fILVARW m" Q' W PONo BonoN j/d¢) W W SECTION F-F o 11Ts. SHEET NUIMER C8.1 N£1WEl4 PIP�NO ANO Fl.DATS DATA eeaor�.'=aerR.�nua„nma,.,ae,.a..ben..l ¢m A BL-1 fM Til NggIB'mr. eµaSM>/PreuL MaMepsy, uy reh BY co++n�r ev 11B'%RevY wvnw.rer, za llra g edw PEp D. N'e%'ey1WME¢e{apeCeO%VNc+o1.Puy SuPFeef1 aY BmteCy wm .e ingA lapweeeb U•aNawuPumP EJPNgr) CO BY B✓Y'atls Pv'nP Bau PW Wav�lePe25N %MManuWwpE��ed DH BY COMa]a' R'^P Bav P:vmL.nev 6[N'^+d %FYNavtyPuap Spp'w�l BY Equavpr ua1+wN.N BYNH`Yti¢�Purm E.WcD B! P.mP Ou!e ByloSipsr l5cen5oE%FbpuMww.q E.gya4 4v�pa Frye Ovrex Bi P^^'.amx BBVIQWee %n�a.+:a'Pump siptlnrl BY Eau'aCu 11LeA,1- ^�<bV PrtaYHa+Aeew.a rob Abebal Va^ a Vall lnpb Nvn lw� %Rwa IASNaNe., eee Me A W.ml Bp By WeatM n�(adn:Te06y P`xan Ma+JxwnA aw rou A lJpt BY fgrtapp VnFe WLI mYAnue Y:n6',(vM"_.M %RenY WnWtmea. eea rtla A bd'v+) 00 By Cwba.L� Punp<MY.Va�.a� 4a 05fl {gttfel%NSSaYYT�mp SwFvl m .wre:v Rre o..me oT wna'BePW o..=m� Ec x E P c prev+on Eo Ww.oa ER raver n,uwum E9BE!',Fs- 11.14FT HL BON+.a ww eo,..ea EL Y wNlw'maw\ew.aa I PUMP DATA HIGH HEAD PUMP CAPACITY 115GPM HIGH HEAD YOH 144.39 FT LOW HEAD PUMP CAPACITY 260 GPM LOW HEAD TDH 114.36 FT PUMP MANUFACTURER FLYGT PUMP MODEL W NP 3127 SH R.P.M. 35OD HORSEPOWER 4 FREQUENCY 60 HZ IMPELLER DIAMETER 164 MIA VOLTS/PHASE 480V FULL LOAD AMPS/PER PUMP 12A PHASE 3 PUMP DISCHARGE SIZE 4" PUMP DISCHARGE PIPING 4" NDRTH GRAPHIC SCALE IN FEET 0 5� NOTES: - I. 'THE DESIGN SPECIFICATIONS FOR WE WET WELL, PUMPS, CONTROL ELEVATIONS AND DISCHARGE PIPING SHALL BE AS SPECIFIED BY WE ENGINEER-CF-RECORD, IN ACCORDANCE WITH WE LEFTIST UTLNY STANDARDS. 'lIR STATION RETAIL PER CIIT OF OCOEE 2. WET WELL INTERIOR WALLS SHALL BE PROTECTED NTIH A LINER. WE WET -WELL E%TERIOR SHALL BE 2019 UTILITY STANDARD DETAT-i PS-04. COATED WRH A PRIMER AND 2 COATS OF A WATER BASED EPDXY 3-5 MILS EACH: APPLICATION SHALL NUPPEALLORTH o aaELEVAlI0N5 SHALL BE BASED ON NORTH BE IN ACCORDANCE YAW WE NANUFAOWRERS SPECIFICATIONS, A4ERICAN VEWCAL DANK OF 19BB (NAVOBB). 3 A WHAT SHALL BE PROVIDED FOR ALARM AND TO CONTROL BACKUP RELAY SYSTEM FOR THE PUMPS, 4. ALL TOP SUB SHALL BE FOR PIPES AND CONDUITS SHALL BE PRECAST, ALL JOIWS ADDDISCHARGE WITH AN APPROVED WITH AM (SEE DETAIL). THE SPACE BETWEEN TIf piSCHMGE PIPES AND THE TOP TOP SLAB SHALL BE FILLET WITH WATERPROOF NON -SHRINKING GROUT. WITH W 5. THE IBLLVEW PIPE DETAIL SHOWN ABOVE IS FOR A GRAVRY SEWER. FOR FORCE MAINS FROM A LEFT STATION OR LOW PRESSURE SEWER SYSTEM, A TEE SHALL BE INSTALLED AS SHONN WRH DASHED UNE. t 6. ONE PUMP SHALL BE EQUIPPED WITH A MIX -FLUSH VALVE. ). THE DISCHARGE PIPE SHALL BE HOPE TO WE FA6'GE ABOVE WE GROUND. S B. ALL HARDWARE SHALL BE 316 STAINLESS STEEL AND ALL BOLTS AND NUTS SHALL BE 304 STAINLESS STEEL AMys o11 N t hxo hA b W nm dry+ be(ere pB tlN w hm und<7w+nd umpn IowiM nd marYsd. na¢'pu1.1 aree'.I 31'a lY aB'mA Wueb p6E Amv9 VY.a cN BbM � Ewpm verca EECTIONAAEMFROFNCYSYPASSCONNECTOR SHEETNUMBER CV.2 O O o i 1 p3�'`1/ CNWWM!mna • 1 �� Hatlol Co 1 a, 61 Baa B • aB,m-rM rvm .wmaa O O tl 1 � Prp<OePDrvI 1 p 1 m m A i BWom Hald Cal« ' L G aNayeM y� • • S Jx IP Us' TSP Cwu San Maa� ¢ aIN ME<I'TM` cwr uB 8 6men „ ' sa onlrrol vrewocrrBo r x a.�i�f'i „.__ �\ 6�+merro imae,sn0]wo ® rM Frc Bw4d6MUX �LVM OFF L® ® Hlaa MH n,Oh asKn W4 SCHPoFA ® i S aw9 caaoaa y ®m S USf 1JB]LR !'�l j B ® 1FALIiN4 E,a, 1 An 6 usBBm Ray ,/ � (Y�C$Ai �F� �� i< jy�iv) �✓Y�(Y#�� Msl T, � I Y Y 610R M6P su epnen Mw a4wml �adare.m ti / ✓1/ T.j1(Q/�y tij r ti Y _� wwvcawaa (it i\�✓Yi ✓l �t/"l.<LA A� r✓�; Av o BwW swm,ra cmaaa °" I.xy �� inj'114/J✓/ [ fT.^�ij�>/�6 ® I� a — �C MvawYrnre �� vow �pR�q`,flY e>w���a<. s�P �?'�• zemude�waawa � So prenmW<el n �N�. nml A,y,� <. soB PANeL wcwseo uroln x-IBcappa.craY Abr.cMeNTn. ��m W+�1».n Dro) km ssolW aa.O.,ura ENCLosDaE Dw0 raouruvovr xoTBa. am>Iam. ]'Apvl c>.v <. a•aud m mY van. Yaa 1s m "fires' w ± 8 �I :'m ea,unaazxmw+aa<.murlw ldsYrma •+m m I. mne n p y U<wbrypW naueYi VSY <vma *emswuwnra esa Ya,x 1CY 2 ONr JV T11VNOl wes br-b,a rebm wa'Flw5'aw✓e usrq. ONu+.. ✓ua µme. Iq B:o1CAl10NLIGM a. ] Br w e m11aM1vPA^aNMwA45HIOw1J.IBaona, 1-rv1 em mnm,x,¢eam waw1wr u—na m p� W emputle <abYsd Yao .n amrm v SWRCH p wmM eaeYmaCry y C Nw INaVilw+emm Rlce**W'b<n9 DaA Wn rc ualeaaw.w,mamhG.ef wn<wea 1J11Y+f.es eM <rankss o aMomvaxo-uu. a NWnatmz[wo.[de9w1 Y L '� Omaa�d n9m,y�amabonuemain m.erYSmnnm n0 a£ a nxa� Yinag lmar9l Nreor'e4 mmJ vnl e.larobnre <exn eme<umBruu+imwuam.a mawxP.mmxn _: eeatq maLL9MlYs mtnar Ee4 i. wre iMpHerma+M M,eW. 0 Dj DErAa CITY OF OCOEE �(� DerNE CRY OF OCOEE { '-' CITY OF OCOEE IT CONSTRUCTION OETNW^ f. m NO. L NO. CONSTRUCTION DETAILS '� / OEMi0A1L CONSTRUCTION DETAILS IrtIW LRba Bnd Doub C— — ViJOSa 4WV CoWal PanellrelaW. UIJDfia CBOV SCADA a vFi My RM9 anJ DouLla Cover - Cop., Pa. DATE JWyY019 $CNE NIA DATE 4n12019 SCNE NrA DAI E: Apn1M19 SCP1E Wp [1 Z h of m m O m o ¢ PdBMav3 FW:„ ar Ea¢vxNW ,banmapvrc Seo Pa,� PM1x' uat Calax �lxi' T Cu's My 8i T%S.9.Pale- 1 NB �VaMer � � w mM PN na I cc a lee l3 y 6 B'nG VMICoaLM FY�bPaa 6<n r.M1FA Wa 1 9 Ea.wLae�i'�'* a7�!H PoaV ! ssusov� j EI I E'NMGM n �1 W tl,Mgl BaWp 4 Y<UdS PoYI.BaDMn 1 ( ! JT WD + l= Car® It4u'm ..!, - _ vw 9 I(B u.m»v5vwa, LJ �L� I�I� l+ussT� wMryNs.WalawLVA1 Dv+do lafA9Nn Afire ` / 6reaW can P9M10-n OUF.i. iFNCEDETNL = avn cee<Y ( cmaaa imaewxeyuaae< Fy .,msamrw,e., ]sm B ss e Gem a. u•.:reroom s, <maa nwaw�x mo.mee am?a 4 /1 m J %6'.J1a IP eP+Yante ,n L, + R>q IrETNtiI IJ� _;✓ ,.?.,,,...I,pp WA S Lwtir Ol ooueLEsxBiowleownuRECEPTACLE_ s..Amoe.9 ow n G<y +aaouwJ alraatlm fa mu. b cen4avmt NwiooeW NlNtv[e6 'ENjE_2B alal ysmd Scy Blrt,Ofal - ¢a nay om repeal 0,,—mm <m.m N +l..dnr,a,¢w.......,a„m�+aW -b. N,<aaA d.m.ar�n LLI wru < �Ee%N atLBflmin.ewarzaiMrouauw,w,z w� NWE Q L _ s a.,.awd,om<,.avaamme<.,rra <+mw.l.va,w,mrra.>,. vowawrm.¢.wax.<w+,rr.araws<.r,w,m<aH+w J OETNL CITY OF OCOEE Q ,t ILO CONSTRUCTION DEEALS ' .Y Y VT90&a S.,,4 Lfi SULon Ganerd SXe Plan DATE Ppr11x016 SCALE NSA w U) DETNE CITY OF OCOEE I'p CITY OF OCOEE i r NO. OEfAIL CONSTRUCTION DETAILS I " w CONSTRUCTON CETNLS NO. /y F UT111 C Cx nwl pa,'A UTSII SS. Pipe SaPP dRaUk LL DATE: Juaex019 SCALE N'A DATE 11--l9 SCALE N'A O SHEET NUMBER a C8.3 COMPONENT LEGEND ° ipjj1l All ALARM BELL AL ALARM LIGHT ASB ALARM SILENCE BUTTON ATS ALTERNATOR TEST SWITCH AV AIR VENT CCB CONTROL CIRCUIT BREAKER ECB EMERGENCYCIRCU/T BREAKER OFOR GROUND FAULT DUPLEX RECEPTACLE GND EARTHGROUND GR GENERATOR RECEPTACLE HOA HAND-OFFAUTO SELECTOR SW/TCH MCB MAIN C/RCUIT BREAKER MS MOTOR STARTER NB NEUTRgL BLOCK RCB CIRCUIT BREAKER RTU REMOTE TELEMETRY UN/T TiS THERMAL TERM/NAL STRIP II AaDy Ltyra9FIDI NOI. >Mn,5u.11aP1n, 9?oilll d[u W>arer Z. ae!eMwl,en:[e1,Ienarl0e4<rbty aKeaale!n4k,l [o3e. w aOP arvt mnvePbeure lw eue YrepreunlNUwn eronvatl,µlrle a1Fx a. vmemeesemn<rpu«nrrieeamns.,G,oa manmGl[«r<�n.mr,�<„rrrer« me,pv;•,ve;n,r,o.apro <em e. v,«re<[o=1«ow, vo..,a rr«a nzrnem vo.rra�re rw mn to o-D,me vo„e�na al s. nn.a4prlwr,nwloee,pearao,pL,n urw City o coeer Lift Station # XX In Case of Emergency Please Call Utilities Department 407-948-2013 4 - 9-2751 5. AMnxsrryanPNaiG595LHle..Wf WUF,PMmaIH pErut CIiV OF OCOEE ;. NO CO DETAILS \ 3 Ut3b LMSlellon ST, DAiE Apn1101B SCNF. NSA SURra(aryl � 1/ !!l---fl'aNe M. ,1•PW wm s, puseiea, - �E,Lre Mtle.r � � 1 �`�� pC�TmM bW4u PIIMPSiAlIW p0.WND.NO DEiNL9 wreu �ia� Ir,nl lIR 1 G� I u : m"EZ,.".o:e, a,mlmrp>r<,oa<ao. eaarewr. Bun'dHf«GrwaB\` ,a 4,amW+reW,ae en. -ea m:W dr/su WrooM Fax vira,a Wr9avei �w'o Gar ep«GTS GmampuR9 mrmaeewm n, re ae ,. furgr„n �w a, ame aevGre/-0r [IXe�e[o�.r. tiv u'ra;n`eWae,aL 1 1 Utt AND NIOTOR WLL 1 °i(4 M a zrol Z 0 �Q U LU ILL J M 4 BEDROOM 1 2 BATH 1 2 CAR GARAGE 1 1,598 SQ. FT. LIVING AREA RECEIVED AUG 3 2020 CITY OF OCOEE ELEVATION C C DREAMFINDERSHOMES.COM DREAM L FINDERS HOMEY Dream Finders Homes reserves the right to change elevations specifications, materials 'Q v,f HOMES BUILT TO FIT YOUR LIFESTYLE andpdclnswithoutp,ioniot,c,.Varlanonswltl)intliefl o plai)sandetevalionsdoevlst -- SgwmfootageseaVP�oximate and n�ItvmV�`-+Z019. Crean Enders Homes 10/19. COC1252734 4 BEDROOM 1 2 BATH 1 2 CAR GARAGE 1 1,758 SQ. FT. LIVING AREA RECEIVED AUG 3 2020 CITY OF OCOEE ELEVATION C HILLCREST ►` DREAM FINDERS HOMES.COM DREAM FINDERS HOMES Deam Finders hl rtes reserves the Light change eleva� n'specificnli s toatewls Q HOMES BUILT TO FIT 1'OUIL LIFESTYLE andpridndwithout pdornotIce. Vatlanmtsm'tlhin the doorplansnnd elevadoat. -- Squamfootagcam ppioximate and vllluary rg019.Dmam Fndea Homes 10/19. l0/19. C6C452739 4 BEDROOM 1 2 BATH 1 2 CAR GARAGE 1 1,938 SQ. FT. LIVING AREA RECEIVED AUG 3 2020 CITY OF OCOEE ELEVATION C MULBERRY HOMES DREAM FIN DGRSHOSg, M DREAM FINDERS ta D m Frz M.,,ndemes reserves[he righ[t. changa elevations, specifications, ma[er�ats Q s HOMES RUJLT TO FITYOUR LIFESTYLE and pridngwitlioutpriornotice. Vanatlonswlthin theflom plansand elesabonsduexrst. „� Sywrefoota£eareapproximateandvdtIvary.: 200..Dieam Finders Homeslo/19. CBC1252734 4 BEDROOM 1 2 BATH 1 2 CAR GARAGE 1 2,110 SQ. FT. LIVING AREA RECEIVED AUG 8 2020 CITY OF OCOEE ELEVATION A ELEVATION B - SHOWN WITH OPTIONAL STONE ELEVATION C 4 BEDROOM 1 2 BATH ( 2 CAR GARAGE ( 2,110 SQ. FT. LIVING AREA Optional Bay Window Optio of 9/0%6/9 Hidden SGD Optional 91OX6/8 SGD Oplional S/OWVS SGD Optional Beah'oom 94 / Bath Suite FLOOR PLAN OP'l'IONALSTRUCLURAL Oplional Oimn s Bath we uno Y OPL 6A5 FER CO:iM. Optional claiging Station r. s s C 6L O,ENGR o�enrnceo C-TOF WlNWD jil"2 Oplioual Gotnmet Kitchen 4 BEDROOM 1 3 BATH 1 2 CAR GARAGE 1 2,521 SQ. FT. LIVING AREA RECEIVED AUG 3 2020 CITY OF OCOEE ELEVATION C 4 BEDROOM 1 3 BATH 1 2 CAR GARAGE 1 2,521 SQ. FT. LIVING AREA FIRST FLOOR Optional Hidden Sliding Glass Dnur I� l 0ptional3-Door Optional Double Windom Cafe Sliding Glass Donn Optioua Sliding Glass Dnor' WHEMMS Optional Gourmet Kitcben Optional Porwder at Drop SECOND FLOOR OPTIONAL STRUCTURAL ADDITIONS Optiu,ad Media Ranm Opliuual Owners Ball, ,will, Tub