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Home My WebLink AboutItem 04 Approval of Wynwood Phase 3 & 4 Final Subdivision City of Ocoee ▪ 1 N. Bluford Avenue ▪ Ocoee, Florida 34761 Phone: (407) 905-3100 ▪ www.ocoee.org STAFF REPORT Meeting Date: February 20, 2024 Item #: 4 Contact Name: Michael Rumer Department Director: Michael Rumer Contact Number: Ext. 1018 City Manager: Robert Frank Subject: Approval of Wynwood Phase 3 & 4 Final Subdivision Plan - LS-2023- 006. (Development Services Director Rumer) Background Summary: The Wynwood PUD (CLRM PUD) is a planned residential subdivision that proposes 377 single-family residential lots with a requested density of 2.21 units per acre. There are three (3) lot sizes proposed within the Preliminary Subdivision Plan and approved by the PUD: 40’ x 120’, 50’ x 120’, and 60’ x 120’. The PUD has a minimum living area set at 1,200 square feet. The development is proposed to be developed in four (4) phases. The setback for the subdivision will be a front setback of 15 feet, a side setback of 5 feet, a rear setback of 20 feet, and a side street setback of 10 feet. The maximum impervious of each lot is 70%. Phase 3&4 of the subdivision will comprise of the final two phases and 187 residential units. The total acreage is 161.57 net buildable acres with 60.29 acres of open space, 5.86 acres of park tracts, a 9.68-acre lake, and 23.12 acres in stormwater retention. The internal streets (50’ wide) will be dedicated as a public right-of-way to be owned and maintained by the City of Ocoee. As shown on the plans, the subject subdivision will have two (2) access points on McCormick Road, which is an Orange County Maintained Road. A 30-foot-wide strip of land adjacent to McCormick Road will be dedicated to Orange County for a future trail extension. The Plan provides for significant buffering along McCormick Road with a decorative three (3) rail fence. Amenity areas, including a pool and cabana, are provided. Finally, potable water and sewer will be provided by Orange County. A lift station is required to be provided and will be owned and maintained by Orange County. The City approved the Rezoning to PUD and Preliminary Subdivision Plan on August 18, 2020. Phases 1&2 were approved on September 3, 2021, with the site improvements completed. Committed Improvements: 1. Construct 430-foot and 410-foot westbound left-turn deceleration lanes on McCormick Road at the east and west access driveways, respectively (including 50-foot tapers). 2. 50% cost share with Orange County on a new signal at McCormick Road and Apopka Vineland. 3. Dedication of 30 feet (1.52 acres) of the northern boundary to Orange County for a future West Orange Trail connection. School Capacity: The applicant entered into a Capacity Enhancement Agreement (CEA) with OCPS. Due to the change in State Page 39 of 309 City of Ocoee ▪ 1 N. Bluford Avenue ▪ Ocoee, Florida 34761 Phone: (407) 905-3100 ▪ www.ocoee.org Law, which affected CEA’s, the applicant entered into a hold harmless agreement with OCPS to keep the agreement valid. Issue: Should the Honorable Mayor and City Commissioners approve the Final Subdivision Plan for Wynwood (CLRMM PUD) Phase 3&4? Recommendations: Development Review Committee Recommendation: The Development Review Committee (DRC) has completed its review, and all comments have been satisfied. Staff Recommendation Staff recommends that the Honorable Mayor and City Commissioners approve the Final Subdivision Plan for Wynwood (CLRM PUD) Phase 3&4. Attachments: 1. Location Map 2. Wynwood Ph 3&4 Plans 3. Landscape-Hardscape Plans Financial Impacts: None Type of Item: Consent Page 40 of 309 TR O U T L A K E LA K E A DD A H LA K E LE N O R E LA K E CO R A LE E LA K E CO R A LE E UN NA M E D LA K E UN NA M E D LA K E UN NA M E D LA K E UN NA M E D LA K E UN NA M E D LA K E Cl arc o n a Oc o ee R o a dDamon RoadClarcona RoadEl Ma rra D riv e W Mc cor mic k Road Grapevine CrestN Cl a r k e Ro a d Cr oss C ut C ourt Gill ia m Roa d L au re l B l o ss o m C ir cle Sa wmil l B oule v ard Shube rt St re et Plumberry AvenueAna c ostia Av enue Log W agon R oadG er sh w i n S tr e e t Log Ja m C our t Ca t h y A n n S t ree tMangos tine LaneW yn w oo d P U D F i na l S ub di v i s io n P la nLocation M a p I Page 41 of 309 DATE:2602 E. Livingston St., Orlando, FL 32803 Tel. 407.487.2594 www.poulosandbennett.com Eng. Bus. No. 28567 Scale: 1" = 3,000' Vicinity Map Final Subdivision Plans Parcel Id. No.: 33-21-28-0000-00-007 33-21-28-0000-00-020 (Portion of) 34-21-28-0000-00-022 Planner/Civil Engineer: Poulos & Bennett, LLC 2602 East Livingston St. Orlando, FL 32803 407.487.2594 mstehli@poulosandbennett.com for WYNWOOD PUD PHASES 3 & 4 City of Ocoee, FL Owner/Developer/Applicant: C/O Craig Harris 407.590.0146 Kissimmee, FL 34741 210 Hangar Rd. JTD Land at Wynwood, LLC charris@jtdlandco.com N Geotechical: Universal Engineering Sciences, Inc. 3532 Maggie Blvd. Orlando, FL 32811 407.423.0504 rkiriakidis@universalengineering.com Landscape Architect: Mills Design Group 30 Windsormere Way, Suite 300 Oviedo, FL 32765 corey@milldg.com November 27, 2023CPA-2018-008; AX-09-19-77; RZ-18-09-15, PRELIMINARY LS-2020-005 Potable & Reclaimed Water & Sanitary Sewer: Orange County Utilities 9150 Curry Ford Rd. Orlando, FL 32825 407.254.9900 Power:Cable: Gas:Phone: Century Link ATTN: Joy Brittian 352.326.1410 joy.brittian@centurylink.com LEGAL DESCRIPTION: PARCEL 1: BEGIN AT THE SE CORNER OF THE NE 1/4 OF SECTION 33, TOWNSHIP 21 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA, RUN NORTH 253.35 FEET, WEST 11 CHAINS (726 FEET), THENCE SOUTH 253.35 FEET, THENCE EAST 11 CHAINS (726 FEET) TO THE POINT OF BEGINNING. PARCEL 2: THE SW 1/4 OF THE NW 1/4 OF SECTION 34, TOWNSHIP 21 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA, LESS ROAD ON NORTH. PARCEL 3: THE NE 1/4 OF THE SE 1/4 OF SECTION 33, TOWNSHIP 21 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA, (LESS THAT PART LYING SOUTH OF THE SEABOARD COAST LINE RAILROAD). AND LESS THAT PROPERTY CONVEYED IN BOOK 4814, PAGE 3816. PARCEL 4: THE N 1/2 OF THE SW 1/4 OF SECTION 34, TOWNSHIP 21 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA, (LESS THAT PART LYING SOUTH OF THE SEABOARD COAST LINE RAILROAD) AND LESS RAILROAD RIGHT-OF-WAY. PARCEL 5: BEGIN AT THE NW CORNER OF THE SE 1/4 OF SECTION 34, TOWNSHIP 21 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA, RUN EAST 534.85 FEET MORE OR LESS TO THE WESTERLY RIGHT OF WAY LINE OF THE CLARCONA-APOPKA ROAD (STATE ROAD S-435), THENCE SOUTH 5° EAST ALONG SAID RIGHT OF WAY LINE 778.85 FEET MORE OR LESS TO THE NORTH RIGHT OF WAY LINE OF THE SEABOARD COAST LINE RAILROAD, THENCE SOUTHWESTERLY ALONG SAID RAILROAD RIGHT OF WAY LINE TO THE WEST LINE OF NW 1/4 OF SE 1/4, THENCE NORTH TO THE POINT OF BEGINNING. LESS PARCELS A, B & C DESCRIBED BELOW: A)FROM THE NW CORNER OF THE SE 1/4 OF SEC. 34, TOWNSHIP 21 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA, RUN EAST 534.85 FEET MORE OR LESS TO THE WESTERLY RIGHT OF WAY LINE OF THE CLARCONA-APOPKA ROAD, THENCE SOUTH 5° EAST ALONG SAID ROAD RIGHT OF WAY LINE 778.85 FEET MORE OR LESS TO THE NORTH RIGHT OF WAY LINE OF THE SEABOARD COAST LINE RAILROAD FOR THE POINT OF BEGINNING; RUN THENCE NORTH 5° WEST ALONG SAID WESTERLY RIGHT OF WAY LINE OF THE CLARCONA-APOPKA ROAD A DISTANCE OF 138 FEET, THENCE WEST 120 FEET, THENCE SOUTH 5° EAST TO SAID RAILROAD RIGHT OF WAY LINE, THENCE NORTHEASTERLY ALONG THE RAILROAD RIGHT OF WAY LINE TO THE POINT OF BEGINNING; B) THAT PART DEEDED TO ORANGE COUNTY RECORDED IN BOOK 3921, PAGE 115; C) THAT PART DEEDED TO ORANGE COUNTY RECORDED IN BOOK 4934, PAGE 4821. PARCEL 6: BEGINNING AT THE SW CORNER OF THE SE 1/4 OF THE NW 1/4 OF SECTION 34, TOWNSHIP 21 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA; THENCE RUN EAST 1850 FEET MORE OR LESS TO THE WEST SIDE OF THE ROAD CONNECTING CLARCONA WITH APOPKA; THENCE NORTHERLY ALONG THE WEST SIDE OF SAID ROAD 885 FEET MORE OR LESS, TO THE SOUTH LINE OF LANDS NOW OR FORMERLY BELONGING TO ONE "CUMBIE" OR "CUMBER"; THENCE WEST 1000 FEET; THENCE NORTH 435 FEET, MORE OR LESS TO THE NORTH LINE OF THE SAID SE 1/4 OF THE NW 1/4 OF SAID SECTION 34, THENCE WEST 840 FEET MORE OR LESS TO THE NW CORNER OF THE SE 1/4 OF THE NW 1/4 OF SECTION 34; THENCE SOUTH 1320 FEET MORE OR LESS TO THE POINT OF BEGINNING, LESS ROAD ON NORTH. Phases 3 & 4 Construction Plans forWynwood Phase 3 & 4Sheet Index Subm./Rev. Sheet Id.Sheet Title 0 1 2 3 4 5 6 C0.00 Cover Sheet ■■■ C0.01 -C0.02 Construction Notes ■■■ C1.00 -C1.01 Conditions Of Approval For Wynwood PUD ■■■ C2.00 Overall Master Site Plan ■■■ C2.01 Site Data ■■■ C2.02 Title Opinion ■■■ C2.10 Stormwater Pollution Prevention Plan ■■■ C2.11 Stormwater Pollution Prevention Details ■■■ C2.30 Wetland Conservation Plan ■■■ C3.00 Typical Roadway Sections & Details ■■■ C3.50 -C3.55 Lot Geometry Plan ■■■ C4.00 Overall Grading & Drainage Plan ■■■ C4.01 -C4.06 Grading & Drainage Plan ■■■ C4.10 Typical Grading Sections ■■■ C4.11 CS-3 Modifications ■■■ C4.13 -C4.14 General Construction Details ■■■ C5.00 Overall Utility Plan ■■■ C5.01 -C5.06 Utility Plan ■■■ C5.10 Utility Asset Tables ■■■ C6.00 -C6.08 Plan & Profile ■■■ C7.00 -C7.05 Signage & Striping Plan ■■■ C9.00 City Of Ocoee Construction Details ■■■ C9.10 -C9.14 Orange County Utilities Standard Details ■■■ C9.20 Standard Potable Water Details ■■■ C9.30 Standard Reclaim Water Details ■■■ C9.40 Standard Wastewater Details ■■■ Reference Drawings 1 -2 Boundary Survey ■ 1 -6 Topographic Survey ■ Rev Date Description 07/07/2023 Submit to City of Ocoee, SJRWMD, OCU 1 10/04/2023 Submit to City of Ocoee, SJRWMD, OCU 2 11/27/2023 Submit to City of Ocoee, OCU Duke Energy ATTN: Mohamed Ghachoui 407.938.6611 defudt@duke-energy.com Spectrum ATTN: Tracey Domostoy 407.532.8511 tracey.domostoy@charter.com Lake Apopka Natural Gas District ATTN: Everett Holmes 407.656.2734 eholmes@langd.org Project Boundary NOTES: 1.THESE PLANS WERE PREPARED IN ACCORDANCE WITH THE CITY OF OCOEE ENGINEERING STANDARDS MANUAL, THE LAND DEVELOPMENT CODE, AND CITY DETAILS. THE MORE STRINGENT STANDARD BETWEEN THE STANDARDS LISTED ABOVE AND THOSE SET FORTH IN THE GENERAL NOTES SHALL BE FOLLOWED. 2.AS-BUILTS SHALL BE SUBMITTED TO THE CITY SIGNED AND SEALED IN ACCORDANCE WITH SECTION 3.01.05 OF THE ENGINEERING STANDARDS MANUAL. THE CITY REQUIRES ONE PDF COPY AND ONE CADD COPY DRAWN IN STATE PLANE COORDINATES. 3.THE DESIGN IS BASED ON OCU MANUAL 2021. 4.CONSTRUCTION PLANS WERE PREPARED IN ACCORDANCE WITH THE 2018 MANUAL OF UNIFORM STANDARDS FOR DESIGN, CONSTRUCTION, AND MAINTENANCE, FDOT GREEN BOOK, CITY OF OCOEE AND ORANGE COUNTY REGULATIONS AND SPECIFICATIONS.J. ANDREW IVEYP.E. NO. 0086607REENIGNELANOISSEFORP ADIROLFNo. 86607STATE OFESNECILJ. ANDREW IVE Y Environmental: Modica & Associates, Inc. 302 Mohawk Road Clermont, FL 34715 352.394.2000 garyl@modica.cc Surveyor: American Surveying & Mapping, Inc. 3191 Maguire Blvd. Suite 200 Orlando, FL 32803 407.426.7979 gturner@asmcorporate.com Geotechical: Landscape Architect: Consultants Utility Companies OCU-23-U-068 Page 42 of 309 GENERAL NOTES: ϭ.IT tILL BE THE RESPONSIBILITY O& THE CONTRACTOR;SͿ TO ENSURE THAT ALL REYUIRED PERMITS ARE OBTAINED AND ARE IN HAND AT THE :OB SITE PRIOR TO THE COMMENCEMENT O& CONSTRUCTION. CONTRACTOR SHALL ABIDE BY ALL CONDITIONS CONTAINED THEREIN. PERMITS INCLUDED ;BUT NOT NECESSARILY LIMITED TOͿ ARE: ͲtATER MANAGEMENT DISTRICT CONSUMPTIVE USE ;tATER USEͬCUPͿ ͲtATER MANAGEMENT DISTRICT ENVIRONMENTAL RESOURCE PERMIT ;ERPͿ ͲACOE Ͳ&DEP tATER DISTRIBUTION Ͳ&DEP SANITARY SEtER COLLECTION AND TRANSMISSION Ͳ&DEP REUSE Ͳ&DEP DREDGE AND &ILL ͲLOCAL RIGHT O& tAY USE ͲLOCAL UNDERGROUND UTILITIES Ͳ&LORIDA &ISH AND tILDLI&E CONSERVATION COMMISSION TORTOISE INCIDENTAL TA<E Ϯ.CONTRACTOR IS ADVISED THAT THE UNITED STATES ENVIRONMENTAL PROTECTION AGENCY REYUIRES THAT OPERATORS &ILE A NOTICE O& INTENT ;NOIͿ &OR STORMtATER DISCHARGES ASSOCIATED tITH CONSTRUCTION ACTIVITY UNDER THE NPDES GENERAL PERMIT PRIOR TO BEGINNING tOR<. IT IS CONTRACTORΖS SOLE RESPONSIBILITY TO OBTAIN SAME. A COPY SHALL BE SENT TO OtNER ϯ.&LORIDA LAt ;&.S. ϱϱϯ.ϴϱϭͿ PROTECTION O& UNDERGROUND PIPELINES MANDATES THAT ΗNO EyCAVATOR SHALL COMMENCE OR PER&ORM ANY EyCAVATION IN ANY PUBLIC OR PRIVATE STREET, ALLEY, RIGHTͲO&ͲtAY DEDICATED TO THE PUBLIC USE, OR GAS UTILITY EASEMENT tITHOUT &IRST OBTAINING IN&ORMATION CONCERNING THE POSSIBLE LOCATION O& GAS PIPELINES IN THE AREA O& THE PROPOSED EyCAVATION.Η THIS INCLUDES ANY OPERATION UTILIING HAND TOOLS OR POtER TOOLS tHICH MOVES OR REMOVES ANY STRUCTURE, EARTH, ROC<, OR OTHER MASS O& MATERIAL BY SUCH METHODS AS DIGGING, BAC<&ILLING, DEMOLITION, GRADING, DITCHING, DRILLING, BORING AND CABLE PLOtING. THE EyCAVATOR MUST NOTI&Y THE GAS UTILITY A MINIMUM O& ϰϴ HOURS AND A MAyIMUM O& ϱ DAYS PRIOR TO EyCAVATING ;EyCLUDING SATURDAYS, SUNDAYS, AND LEGAL HOLIDAYSͿ. ϰ.IT IS THE CONTRACTORΖS RESPONSIBILITY TO SECURE THE PRO:ECT SITE DURING CONSTRUCTION TO PREVENT TRESPASSING O& UNAUTHORIED PEDESTRIANS ANDͬOR VEHICLES IN ALL tOR< AREAS. THE CONTRACTOR SHALL POST SIGNS, CONSTRUCT BARRIERS OR IMPLEMENT OTHER METHODS NECESSARY TO CONTROL ACCESS. THE ENGINEER ASSUMES NO RESPONSIBILITY &OR TRESPASSING ON THE CONSTRUCTION SITE OR DAMAGES TO ANY tOR< RELATED THERETO. ϱ.CONTRACTOR SHALL NOTI&Y ALL APPROPRIATE UTILITY COMPANIES O& PROPOSED START O& tOR< IN ACCORDANCE tITH THEIR STANDARD REYUIREMENTS͖ INCLUDING BUT NOT LIMITED TO tATER, RECLAIMED tATER, SEtER, POtER, TELEPHONE, GAS AND CABLE TV COMPANIES. ϲ.PRIOR TO COMMENCEMENT, CONTRACTOR SHALL PROVIDE POULOS Θ BENNETT tITH CONSTRUCTION SCHEDULE &OR VARIOUS SITE tOR< ELEMENTS SO THAT PERIODIC SITE VISITS MAY BE COORDINATED TO ENSURE TIMELY CERTI&ICATION O& COMPLETION TO AGENCIES AND AVOID DELAYS IN ISSUANCE O& CERTI&ICATES O& OCCUPANCYͬCOMPLETION. ϳ.ALL CONSTRUCTION TO BE IN ACCORDANCE tITH THE LATEST STANDARDS O& ALL APPLICABLE AGENCIES AT THE TIME O& CONSTRUCTION. ϴ.EyISTING UTILITIES HAVE BEEN &IELD VERI&IED BY OTHERS AT AREAS O& CONNECTION AND AREAS O& CON&LICT AS SHOtN ON THE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE &OR &IELD REͲVERI&ICATION O& SIE AND LOCATION O& ALL EyISTING UTILITIES AND RELATED CONSTRUCTION PRIOR TO COMMENCEMENT O& tOR<. SHALL THE CONTRACTOR OBSERVE ANY DEVIATIONS &ROM tHAT IS SHOtN ON THE PLANS, THE CONTRACTOR SHALL NOTI&Y THE ENGINEER O& SAID PRIOR TO COMMENCEMENT O& tOR<. ANY tOR< THAT MUST BE REDONE DUE TO &AILURE O& CONTRACTOR TO NOTI&Y THE ENGINEER O& DEVIATIONS PRIOR TO CONSTRUCTION tILL BE AT THE CONTRACTORS SOLE EyPENSE. ϵ.ANY DI&&ERING SITE CONDITIONS &ROM THAT tHICH IS REPRESENTED HEREON, tHETHER ABOVE, ON OR BELOt THE SUR&ACE O& THE GROUND, SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION O& THE ENGINEER AND OtNER IN tRITING. NO CLAIM &OR EyPENSES INCURRED BY THE CONTRACTOR DUE TO DI&&ERING SITE CONDITIONS tILL BE ALLOtED I& CONTRACTOR &AILS TO PROVIDE THE REYUIRED tRITTEN NOTI&ICATION O& SUCH CONDITIONS &OR REVIEt BY THE ENGINEER AND OtNER. ϭϬ.AS PART O& THE CLEARING AND GRUBBING OPERATION, THE CONTRACTOR IS TO REMOVE ALL &ENCING ANDͬOR EyISTING &ACILITIES &ROM THE SITE. CONTRACTOR IS RESPONSIBLE &OR CONDUCTING SITE VISIT TO UNDERSTAND THE EyISTING CONDITIONS O& THE SITE. I& REMOVAL O& EyISTING &ACILITIES IS NOT INCLUDED IN THE BASE BID, THEN IT SHALL BE SPECI&ICALLY IDENTI&IED. ϭϭ.CONTRACTOR SHALL PROTECT ONSITE AND AD:ACENT tETLANDS AND ALL AD:ACENT PROPERTIES &ROM DAMAGE BY SEDIMENTATION OR OTHER POTENTIAL CONSTRUCTION RELATED CAUSES. ϭϮ.I& AN EAGLE MANAGEMENT PLAN HAS BEEN &ILED AND APPROVED BY &LORIDA GAME AND &RESHtATER &ISH COMMISSION AND THE U.S. DEPARTMENT O& THE INTERIOR &ISH AND tILDLI&E SERVICE, THEN THE CONTRACTOR SHALL ABIDE BY THE PERMIT. ϭϯ.MAINTAIN MINIMUM ϯΖ COVER OVER PROPOSED GRAVITY SANITARY, &ORCE MAIN, tATER AND REUSE LINES, UNLESS OTHERtISE NOTED. ϭϰ.CONCRETE SIDEtAL<S ;AS SPECI&IED BY APPROPRIATE ROADtAY SECTIONͿ AD:ACENT TO ALL LOTS TO BE INSTALLED BY HOME BUILDER. SIDEtAL<S AD:ACENT TO PONDS, PAR<S, AND OPEN SPACE, AS SHOtN ON PLANS, ARE TO BE CONSTRUCTED tITH IN&RASTRUCTURE. ALL POND ACCESS TRACT SIDEtAL< SHALL BE ϲ͟ MINIMUM. ϭϱ.DURING CONSTRUCTION, tHEN COMBUSTIBLES ARE BROUGHT ON TO THE SITE, ACCESS ROADS AND A SUITABLE TEMPORARY OR PERMANENT SUPPLY O& tATER ACCEPTABLE TO THE &IRE DEPARTMENT SHALL BE PROVIDED AND MAINTAINED PER CHAPTER ϭϲ, N&PA ϭ ϮϬϭϮ EDITION ;&&PC ϮϬϭϮ EDITIONͿ ϭϲ.ALL RECOMMENDATIONS AND REYUIREMENTS O& INSPECTION PERSONNEL OTHER THAN OtNERΖS SHALL BE REPORTED TO ENGINEERͬOtNERͬOtNERS REPRESENTATIVE PRIOR TO IMPLEMENTATION. COMPENSATION tILL NOT BE ALLOtED &OR tOR< tHICH IS NOT AUTHORIED BY ENGINEERͬOtNER. ϭϳ.CONTRACTOR SHALL BE EyTREMELY CAUTIOUS tHEN tOR<ING NEAR TREES tHICH ARE TO BE SAVED, tHETHER SHOtN IN THE PLANS OR DESIGNATED IN THE &IELD. CONTRACTOR SHALL BECOME &AMILIAR tITH AND CON&ORM tITH ALL TREE PROTECTIONͬPRESERVATION PROVISIONS O& THE CONTRACT DOCUMENTS AND LOCAL GOVERNMENT. CONTRACTOR SHALL BE RESPONSIBLE &OR REPLACEMENT AND MITIGATION COSTS &OR ANY TREES REMOVED THAT tERE DESIGNATED TO BE PRESERVED. ϭϴ.ALL tOR< SHALL BE OPEN TO AND SUB:ECT TO INSPECTION BY AUTHORIED PERSONNEL O& THE CITY, COUNTY, OtNER, INVOLVED UTILITY COMPANIES, PRO:ECT ENGINEER AND REGULATORY AGENCIES. ϭϵ.CONTRACTOR SHALL CON&IRM COMPATIBILITY O& PIPE SLOPES AND INVERTS DURING SHOP DRAtING AND MATERIALS ORDERING PHASE O& PRO:ECT AND ADVISE ENGINEER O& ANY DISCREPANCIES. ϮϬ.NO EyISTING MATERIAL SHALL BE USED IN NEt CONSTRUCTION UNLESS APPROVED DURING THE SHOP DRAtING APPROVAL PROCESS OR AS APPROVED BY ENGINEERͬOtNER IN tRITING. Ϯϭ.ALL &DOT DESIGN INDICES ARE HEREBY INCORPORATED AS PLAN RE&ERENCES HEREIN. CONTRACTOR IS RESPONSIBLE &OR OBTAINING COMPLETE COPIES O& ALL APPLICABLE INDEy DRAtINGS AND CONSTRUCTING ALL tOR<S IN CON&ORMANCE tITH THE &DOT ROADtAY AND TRA&&IC DESIGN STANDARDS, CURRENT EDITION. ϮϮ.CONTRACTOR SHALL STA<E ALL IMPROVEMENTS USING THE PLAT AND ROAD CENTERLINE GEOMETRY. CONTRACTOR SHALL CON&IRM tITH THE ENGINEER THAT THE PLAT IS CURRENT PRIOR TO CONSTRUCTION. IT IS THE CONTRACTORΖS SOLE RESPONSIBILITY TO COMPLETELY STA<E AND CHEC< ALL IMPROVEMENTS TO ENSURE ADEYUATE POSITIONING, BOTH HORIONTAL AND VERTICAL, INCLUDING MINIMUM BUILDING SETBAC<S PRIOR TO THE INSTALLATION O& ANY IMPROVEMENT. Ϯϯ.CONTRACTOR SHALL BE RESPONSIBLE &OR PROTECTING ALL EyISTING SURVEY MONUMENTATION. DISTURBED MONUMENTATION SHALL BE RESTORED BY A &LORIDAͲLICENSED LAND SURVEYOR SELECTED BY THE OtNER AT CONTRACTORΖS EyPENSE Ϯϰ.IMMEDIATELY AT ONSET O& CONSTRUCTION, CONTRACTOR SHALL &IELD VERI&Y HORIONTAL AND VERTICAL LOCATIONS O& ALL EyISTING UTILITIES CRITICAL TO COMPLETING THE PRO:ECT ;INCLUDING tATER, REUSE, SEtER, POtER, TELEPHONE, GAS, AND CABLE TVͿ AND SHALL EVALUATE POTENTIAL CON&LICTS. ALL SUCH CON&LICTS SHALL BE REPORTED TO ENGINEERͬOtNER IMMEDIATELY UPON DISCOVERY. Ϯϱ.CONTRACTOR SHALL INSTRUCT THE GEOTECHNICAL TESTING LABORATORY PROVIDING CONSTRUCTION TESTING TO PROVIDE POULOS Θ BENNETT tITH COPIES O& ALL SITEͲtOR< TEST REPORTS AS THEY ARE GENERATED. CONTRACTOR SHALL MAINTAIN THE RESPONSIBILITY O& CONSTRUCTING THE PRO:ECT IN STRICT ACCORDANCE tITH THE PRO:ECT PLANS, SPECI&ICATIONS AND REYUIREMENTS. RECEIPT O& COPIES O& GEOTECHNICAL REPORTS BY POULOS Θ BENNETT IN NO tAY OBLIGATES POULOS Θ BENNETT TO ANY REVIEt, COMMENTS OR ACTIONS REGARDING THE tOR<. Ϯϲ.RE&ER TO THE CITY O& OCOEE ENGINEERING STANDARDS MANUAL, LAND DEVELOPMENT CODE, AND CITY DETAILS. NOTE THAT THE MOST STRINGENT STANDARDS BETtEEN THE CITY STANDARDS AND THE STANDARDS SET &ORTH IN THESE CONSTRUCTION NOTES ;AS DETERMINED BY THE ENGINEER O& RECORD OR THE CITYͿ SHALL BE &OLLOtED. Ϯϳ.ASͲBUILTS SHALL BE SUBMITTED TO THE CITY, SIGNED AND SEALED IN ACCORDANCE tITH SECTION ϯ.Ϭϭ.Ϭϱ O& THE ENGINEERING STANDARDS MANUAL. THE CITY REYUIRES ONE PD& COPY AND ONE CAD COPY IN STATE PLANE COORDINATES. EROSION CONTROL NOTES: ϭ.DURING CONSTRUCTION, THE CONTRACTOR SHALL TA<E ALL REASONABLE MEASURES TO ENSURE AGAINST POLLUTING, SILTING OR DISTURBING TO SUCH AN EyTENT AS TO CAUSE AN INCREASE IN TURBIDITY TO THE EyISTING SUR&ACE tATERS. SUCH MEASURES MAY INCLUDE, BUT NOT LIMITED TO, CONSTRUCTION O& TEMPORARY EROSION CONTROL STRUCTURES, SUCH AS SEDIMENT BASINS, SEDIMENT CHEC<S, OR SILT BARRIERS. Ϯ.SODDING O& DETENTION PONDS SHALL BE ACCOMPLISHED tITHIN SEVEN ;ϳͿ DAYS &OLLOtING COMPLETION O& GRADING TO MINIMIE EROSION POTENTIAL. ϯ.AT A MINIMUM, THE RETENTIONͬDETENTION STORAGE AREA MUST BE EyCAVATED TO ROUGH GRADE PRIOR TO BUILDING CONSTRUCTION OR PLACEMENT O& IMPERVIOUS SUR&ACE tITHIN THE AREA TO BE SERVED BY THOSE &ACILITIES TO PREVENT REDUCTION IN STORAGE VOLUME AND PERCOLATION RATES. ALL ACCUMULATED SEDIMENT MUST BE REMOVED &ROM THE STORAGE AREA PRIOR TO &INAL GRADING AND STABILIATION. ϰ.I& DURING CONSTRUCTION, THE PROPOSED EROSION CONTROL SYSTEM DOES NOT PER&ORM SATIS&ACTORILY, ALTERNATIVES AND ADDITIONAL METHODS O& PROTECTION SHALL BE IMPLEMENTED BY THE CONTRACTOR IN ORDER TO COMPLY tITH EPA, t.M.D, AND CITYͬCOUNTY EROSION PROTECTION STANDARDS. CONTRACTOR IS ULTIMATELY RESPONSIBLE &OR ALL EROSION CONTROL COSTS INCLUDING ANY COSTS ASSOCIATED tITH COMPLIANCE ISSUES AND EN&ORCEMENT ACTIONS. ϱ.ϮΖ STRIP O& SOD SHALL BE PLACED BEHIND BAC< O& CURB. ϲ.ALL PERMANENT EROSION CONTROL MEASURES SHALL BE COMPLETED tITHIN ϳ DAYS O& &INAL GRADING. ALL TEMPORARY EROSION CONTROL SHALL BE MAINTAINED UNTIL PERMANENT MEASURES ARE COMPLETED AND ESTABLISHED. ϳ.ALL EROSION CONTROL MEASURES SHALL BE IN ACCORDANCE tITH NPDES REYUIREMENTS. ϴ.CONTRACTOR SHALL REMAIN RESPONSIBLE &OR OPERATION AND MAINTENANCE O& POLLUTION PROTECTION MEASURES UNITL CONSTRUCTION HAS BEEN COMPLETED IN SUBSTANTIAL CON&ORMANCE tITH THE CONTRACT PLANS AND CERTI&IED AS SUCH BY POULOS Θ BENNETT, tHETHER OR NOT CONTRACTOR HAS SUBMITTED A NOTICE O& TERMINATION ;NOTͿ TO &DEP. SURVEY AND CONTROL: ϭ.BOUNDARY Θ ALTA SURVEY SURVEYOR: AMERICAN SURVEYING Θ MAPPING INC. DRAtING: BOUNDARY SURVEY O& CLRM DATED: ϭϮͬϭϭͬϭϴ REVISION DATE: ϭϮͬϭϳͬϭϴ Ϯ.SPECI&IC PURPOSE SURVEY: TREE SURVEY SURVEYOR: AMERICAN SURVEYING Θ MAPPING INC. DRAtING: TREE SURVEY O& CLRM DATED: ϭͬϴͬϮϬϮϬ REVISION DATE: NͬA ϯ. EyISTING TOPOGRAPHY AND CONTOURS BASED ON THE &OLLOtING: SURVEYOR: AMERICAN SURVEYING Θ MAPPING INC. DRAtING NO.: TOPOGRAPHIC SURVEY O& CLRM DATED: ϭϮͬϭϴͬϭϵ REVISION DATE: ϬϲͬϭϱͬϮϬ ϰ.SPECI&IC PURPOSE SURVEY: tETLAND SURVEY SURVEYOR: AMERICAN SURVEYING Θ MAPPING INC. DRAtING: SPECI&IC PURPOSE SURVEY O& CLRM DATED: ϯͬϱͬϮϬϮϬ REVISION DATE: NͬA ϱ.BENCHMAR< LOCATION AND ELEVATION ARE AS REPRESENTED BY SURVEYOR AT THE TIME O& THE SURVEY. CONTRACTOR SHALL VERI&Y ITS CORRECTNESS AT TIME O& CONSTRUCTION. SITE TEMPORARY VERTICAL BENCHMAR< ηϭ: DESCRIPTION: BM AͲϭϱϳϭͲϬϬϯ LOCATION: INTERSECTION O& DAMON ROAD Θ MCCORMIC< ROAD ELEVATION: ϳϵ.ϯϯ ;NAVD ϴϴͿ SITE TEMPORARY VERTICAL BENCHMAR< ηϮ: DESCRIPTION: IR& ϭ Ϯ IRC ϳϭϵϰ LOCATION: EAST BOUNDARY O& PROPERTY ON ROt NEyT TO CLARCONA ROAD ELEVATION: ϴϰ.ϳϭ ;NAVD ϴϴͿ PAVING, DRAINAGE AND GRADING: ϭ.THE CONTRACTOR SHALL INSTALL, AS PART O& THE IN&RASTRUCTURE AND PRIOR TO CERTI&ICATE O& COMPLETION, DROP CURBS AND HANDICAP RAMPS AT ALL INTERSECTIONS O& SIDEtAL< tITH THE PROPOSED PAVEMENT TO MEET STATE O& &LORIDA ACCESSIBILITY CODE AND &EDERAL A.D.A. REYUIREMENTS. Ϯ.CONTRACTOR IS RESPONSIBLE &OR OBTAINING &DEP GENERIC PERMIT &OR THE DISCHARGE O& PRODUCED GROUND tATER &ROM ANY NONͲCONTAMINATED SITE ACTIVITY IN ACCORDANCE O& &LORIDA ADMINISTRATIVE CODE ϲϮͲϲϮϭ.ϯϬϬ ;ϮͿ, ϲϮͲϲϮϬ, AND &LORIDA STATUTES CHAPTER ϰϬϯ. ϯ.DURING CONSTRUCTION, THE GEOTECHNICAL ENGINEER PROVIDING PRO:ECT TESTING SHALL MONITOR CONSTRUCTION CONDITIONS AND PROVIDE RECOMMENDATIONS &OR ADDITIONAL ROADtAY UNDERDRAINS AS NEEDED. ENGINEER SHALL BE NOTI&IED O& ANY SUCH RECOMMENDATIONS. ϰ.PRIOR TO CONSTRUCTION, CONTRACTOR SHALL &IELD STA<E AND ROPE O&& CONSERVATION AREA LINES. OtNER RESERVES THE RIGHT TO CHEC< THE STA<ING AND ROPING AND REYUIRE IT TO BE RELOCATED I& NECESSARY. IT SHALL REMAIN IN PLACE UNTIL AD:ACENT CONSTRUCTION IS COMPLETE. ϱ.ALL SIGNAGE, PAVEMENT MAR<ING AND TRA&&IC CONTROL DEVICES SHALL BE IN ACCORDANCE tITH &DOT ͞DESIGN STANDARDS͟ AND &HtA ͞MANUAL O& UNI&ORM TRA&&IC CONTROL DEVICES͖͟ LATEST EDITIONS. ϲ.REGULATORY SIGNS ;STOP, ETC.Ϳ SHALL BE IN PLACE PRIOR TO &INAL INSPECTION O& PAVING AND DRAINAGE IMPROVEMENTS. UNLESS SIGNAGE IS PROVIDED BY THE MUNICIPALITY. ϳ.PIPE LENGTHS SHOtN REPRESENT SCALED DISTANCE BETtEEN CENTERLINES O& DRAINAGE STRUCTURES AND &ROM INVERTS O& ENDtALLS ANDͬOR MITERED END SECTIONS. BIDDERS SHALL AD:UST &OR PIPE LENGTHS tHEN BIDDING MITERED END SECTIONS. ϴ.CONTRACTOR SHALL NOT COMPACT, STABILIE, OR CONSTRUCT BASE COURSE tITHIN LANDSCAPE ISLANDS, TRACTS OR MEDIANS. tHERE SUCH TREATMENT DOES OCCUR, IT SHALL BE REMOVED AND REPLACED tITH SUITABLE PLANTING SOILS ACCEPTABLE TO OtNERΖS LANDSCAPE ARCHITECT. ϵ.ALL PAVEMENT RETURN RADII SHALL BE ϮϱΖ AND MEASURED &ROM THE INTER&ACE TO THE CONCRETE CURB AND PAVEMENT SUR&ACE UNLESS OTHERtISE NOTED. ϭϬ.SITE GRADING, PAVING AND DRAINAGE MATERIALS AND CONSTRUCTION SHALL CON&ORM TO &DOT STANDARD SPECI&ICATIONS &OR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION ;AND TO CITY O& OCOEE STANDARD SPECI&ICATIONS. ϭϭ.STORM DRAINS SHALL BE REIN&ORCED CONCRETE PIPE, PER ASTM CͲϳϲ CLASS III, UNLESS OTHERtISE SPECI&IED UPON APPROVAL O& THE ENGINEER. LI&TING HOLES ARE PROHIBITED. CONTRACTOR MAY USE PP AS ALTERNATE, UPON APPROVAL O& THE ENGINEER. ϭϮ.AS AN ALTERNATE I& ALLOtED BY LOCAL GOVERNMENT, ϰΗ TO ϰϴΗ PIPES CAN BE ADS HDPE NͲϭϮ SMOOTH INTERIOR POLYETHYLENE PIPE. PIPES AND &ITTINGS SHALL BE MADE O& VIRGIN PE COMPOUNDS tHICH CON&ORM TO THE REYUIREMENTS O& CELL CLASS ϯϮϰϰϮϬC AS DE&INED AND DESCRIBED IN ASTM DϯϯϱϬ. ϭϯ.HDPE &ITTINGS SHALL NOT REDUCE OR IMPAIR THE OVERALL INTEGRITY OR &UNCTION O& THE PIPE LINE. &ITTINGS MAY BE EITHER MOLDED OR &ABRICATED. THE &ITTINGS MAY BE INSTALLED BY VARIOUS METHODS, SUCH AS SNAPͲON, SCREtͲON, BELL AND SPIGOT, AND tRAP AROUND. COUPLINGS SHALL PROVIDE SU&&ICIENT LONGITUDINAL STRENGTH TO PRESERVE PIPE ALIGNMENT AND PREVENT SEPARATION AT THE :OINTS. ONLY &ITTINGS SUPPLIED OR RECOMMENDED BY THE PIPE MANU&ACTURER SHALL BE USED. tHERE DESIGNATED ON THE PLANS, OR AS DIRECTED BY THE ENGINEER IN THE &IELD, A NEOPRENE OR RUBBER GAS<ET SHALL BE SUPPLIED. ϭϰ.INSTALLATION O& THE HDPE PIPE SHALL BE IN ACCORDANCE tITH THE ASTM RECOMMENDED PRACTICE DϮϯϮϭ AND MANU&ACTURERΖS RECOMMENDATIONS. ϭϱ.UNDERDRAIN SHALL BE HEAVYͲDUTY CORRUGATED POLYETHLENE PIPE tITH &ACTORYͲINSTALLED &ILTER &ABRIC AS MANU&ACTURED BY ADVANCED DRAINAGE SYSTEMS ;ADSͿ, OR APPROVED EYUAL ϭϲ.UNDERDRAIN DISCHARGE PIPE SHALL BE PVC PER ASTM DϯϬϯϰ SDR ϯϱ tITH ELASTOMERIC :OINTS, NONͲPER&ORATED. ϭϳ.YARD DRAINS SHALL BE NYOPLAST INLINE DRAINS AND DRAIN BASINS AS APPLICABLE tITH CAST IRON GRATES AND tATERTIGHT ADAPTER CONNECTIONS ;OR APPROVED EYUALͿ. ϭϴ.YARD DRAIN PIPING: PVC CON&ORMING TO ASTM DϯϬϯϰ, SDRϯϱ SHALL BE USED &OR ALL PIPE RUNS IN tHICH ANY PART LIES UNDER PAVED AREAS. SAID PVC OR HEAVY DUTY CORRUGATED POLYETHYLENE MAY BE USED &OR ALL OTHER RUNS. MATERIAL SELECTION SHALL BE CONSISTENT THROUGHOUT THE PRO:ECT. ϭϵ.DITCH BOTTOM AND CONTROL STRUCTURE INLET GRATES SHALL BE SECURED tITH CHAIN AND EYEBOLT. ϮϬ.&IVE ;ϱͿ &EET O& SOD IS REYUIRED AROUND ALL DITCH BOTTOM INLETS, MANHOLES, HEADtALLS AND MITERED END SECTIONS. Ϯϭ.THE LIMITS O& THE POND TRACTS SHALL BE SODDED &ROM TRACT LIMITS TO ϮΖ BELOt NCL. IN THE CASE O& DRY BOTTOM PONDS, THE BOTTOM tILL BE SEEDED AND MULCHED UNLESS OTHERtISE SPECI&IED. ϮϮ.BLUE RE&LECTIVE PAVEMENT MAR<ERS &OR ALL &IRE HYDRANTS SHALL BE PLACED IN THE CENTER O& THE NEAREST TRAVELED LANE TO MAR< THEIR LOCATIONS. Ϯϯ.CONCRETE SIDEtAL<S ;AS SPECI&IED BY APPROPRIATE ROADtAY SECTIONͿ AD:ACENT TO ALL LOTS TO BE INSTALLED BY HOME BUILDER. SIDEtAL<S AD:ACENT TO PONDS, PAR<S, AND OPEN SPACE, AS tELL AS TRACT ACCESS APRONS AS SHOtN ON PLANS, ARE TO BE CONSTRUCTED tITH IN&RASTRUCTURE. Ϯϰ.TOP ELEVATIONS O& MANHOLES IN GRASSED AREAS SHALL BE AT MINIMUM ϰ INCHES ABOVE &INISH GRADE. Ϯϱ.MINIMUM LONGITUDINAL SLOPE O& CURB SHALL BE Ϭ.ϯϬй UNLESS SPECI&IED OTHERtISE. Ϯϲ.IT SHALL BE THE CONTRACTORΖS RESPONSIBILITY TO PROVIDE DOCUMENTATION, &OR ADS STORM PIPE, &ROM THE PIPE MANU&ACTURER CON&IRMING THAT SU&&ICIENT COVER HAS BEEN PROVIDED TO PREVENT &LOTATION. IN THE EVENT THAT ADEYUATE COVER IS NOT PROVIDED, IT IS THE CONTRACTORΖS RESPONSIBILITY TO OBTAIN DESIGN AND CONSTRUCTION SPECI&ICATIONS &ROM THE MANU&ACTURER, &OR THE ADS PIPE ANCHORING SYSTEM. I& ADS STORM PIPE IS USED THEN MITERED END SECTIONS ;MESͿ MAY BE SUBSTITUTED &OR &LARED END SECTIONS ;&ESͿ AT PIPE RUN TERMINATIONS. Ϯϳ.CONTRACTOR SHALL BE RESPONSIBLE &OR &URNISHING PROPER TRA&&IC MAINTENANCE AND CONTROLS IN ACCORDANCE tITH REGULATORY STANDARDS. tHERE A TRA&&IC MAINTENANCE PLAN IS REYUIRED, THE CONTRACTOR SHALL HAVE THE PLAN PREPARED BY AN &DOT CERTI&IED DESIGNER AND SUBMIT THE PLAN &OR APPROVAL. Ϯϴ.GEOTECHNICAL SERVICES HAVE BEEN PROVIDED AS RE&ERENCED BELOt. GEOTECHNICAL RECOMMENDATIONS ARE NOT THE RESPONSIBILITY O& POULOS Θ BENNETT. POULOS Θ BENNETT HAS RELIED ON THE BELOt RE&ERENCED GEOTECHNICAL REPORT;SͿ IN PREPARATION O& THE DRAtINGS. ANY CON&LICT BETtEEN IN&ORMATION tITHIN THE REPORT AND THESE DRAtINGS SHALL BE REPORTED TO ENGINEERͬOtNER. POULOS Θ BENNETT ASSUMES NO RESPONSIBILITY &OR THE CORRECTNESS, COMPLETENESS OR ACCURACY O& GEOTECHNICAL IN&ORMATION. GEOTECHNICAL ENGINEER: UNIVERSAL ENGINEERING SCIENCES UES REPORT NO. ϭϳϯϲϱϬϭ ;:ANUARY ϭϰ, ϮϬϮϬͿ BORING LOCATIONS PLAN ;DECEMBER ϮϬ, ϮϬϭϵͿ &OR POND UNDERCUTTING RECOMMENDATIONS, CONTRACTOR SHALL RE&ER TO UES REPORT NO. ϭϴϭϱϱϴϱ, DATED NOVEMBER ϯ, ϮϬϮϬ. ϯϬ.CONTRACTOR IS RESPONSIBLE &OR GRADING ALL PAVEMENTS TO DRAIN POSITIVELY. INTERSECTIONS SHALL BE TRANSITIONED TO PROVIDE A SMOOTH DRIVING SUR&ACE tHILE MAINTAINING POSITIVE DRAINAGE. SHALL AREAS O& POOR DRAINAGE BE OBSERVED, CONTRACTOR SHALL NOTI&Y THE ENGINEER PRIOR TO PLACEMENT O& CURBS OR PAVEMENT COURSES, SO THAT RECOMMENDATIONS &OR CORRECTION MAY BE MADE. ϯϭ.&INISHED &LOOR ELEVATION IS TYPICALLY ϲ INCHES ABOVE DESIGN &INISHED GRADE AT OUTSIDE PERIMETER O& BUILDINGS EyCEPT AT ENTRIES AND tHERE OTHERtISE SHOtN. ϯϮ.ϭϬϬͲYEAR &LOOD ELEVATIONS SHOtN HEREIN ARE DERIVED &ROM ;&EMAͬ&LOOD INSURANCE RATE MAP O& CITY O& OCOEE, &L, COMMUNITY PANEL ϭϮϬϵϱCϬϮϭϬ&, DATED ϬϵͬϮϱͬϮϬϬϵͿ ϯϯ.ALL DISTURBED CITY AND COUNTY RIGHTS O& tAY SHALL BE RESTORED. SOD SHALL BE PLACED &ROM EDGE O& PAVEMENT TO THE TOE O& BAN< AND ALL AREAS SHALL MATCH OR EyCEED PRECONSTRUCTION CONDITIONS. ϯϰ.&INISHED &LOOR ELEVATIONS ARE MINIMUM ELEVATIONS REYUIRED TO SATIS&Y DRAINAGE ANDͬOR ϭϬϬͲYEAR &LOODPLAIN REYUIREMENTS. PAD ELEVATIONS, IMMEDIATELY OUTSIDE O& BUILDING tALLS SHALL BE NO MORE THAN ϴ INCHES BELOt THE &INISHED &LOOR ELEVATIONS SHOtN. ϯϱ.ALL O&&ͲSITE DISTURBED AREAS SHALL BE RESTORED TO PREͲCONSTRUCTION CONDITION, OR BETTER. ϯϲ.OVERͲEyCAVATION O& RETENTION BASINS SHALL NOT BE ALLOtED UNLESS SPECI&ICALLY AUTHORIED BY ENGINEERͬOtNER. SHALL UNAUTHORIED OVERͲEyCAVATION OCCUR, IT SHALL BE BAC<&ILLED, REGRADED, RESODDED ANDͬOR RESEEDED AS REYUIRED BY OtNER AT CONTRACTORΖS EyPENSE TO OtNERΖS SPECI&ICATIONS. ϯϳ.CONTRACTOR SHALL REMOVE ALL MUC< DEPOSITS IN CONSTRUCTION AREAS AND AREAS TO BE &ILLED. SEE GEOTECHNICAL REPORT. ϯϴ.ENGINEER RESERVES THE RIGHT TO tITHHOLD AUTHORIATION &OR PAYMENT &OR ANY ROADtOR< tHICH HAS NOT BEEN TESTED BY A &LORIDAͲREGISTERED GEOTECHNICAL ENGINEER AND REPORTED TO CON&ORM TO PRO:ECT SPECI&ICATIONS. ϯϵ.ROAD GRADING AND CONSTRUCTION SHALL INCLUDE BRINGING ANY UTILITY EASEMENTS, AS SHOtN OR NOTED ON THE PLAT OR CONSTRUCTION DRAtINGS, AD:ACENT TO THE RIGHTͲO&ͲtAY LINE TO tITHIN ϲ INCHES O& &INAL DESIGN GRADE. LOT GRADING REYUIREMENT MAY BE MORE STRINGENT. ϰϬ.INLETS tHICH ARE GRAPHICALLY SHOtN ON LOT LINES AND NOT OTHERtISE LOCATED BY STATIONING SHALL BE LOCATED SUCH THAT THE CENTERLINE O& THE INLET TOP IS ALIGNED tITH THE LOT LINE. ϰϭ.DRAINAGE MANHOLES AND INLETS ;NOT INCLUDING CONTROL STRUCTURESͿ IN THE PLANS ARE IDENTI&IED BY TOP TYPE ONLY. CONTRACTOR SHALL PROVIDE STANDARD DITCH BOTTOM INLET, : OR P STRUCTURE BOTTOMS, SIED AS REYUIRED TO ACCOMMODATE PIPE SIES AND ORIENTATIONS SHOtN. SHOP DRAtINGS SHALL BE SUBMITTED tHICH CLEARLY REPRESENT SUCH DATA. ϰϮ.RETAINING tALL DESIGN BY OTHERS EyCEPT AS LISTED. ϰϯ.NEt PIPES SHALL BE CONNECTED TO EyISTING PIPES AT AN EyISTING &ACTORY MADE :OINT. REMOVE PARTIAL PIPES I& AND AS NEEDED. ϰϰ.CONTRACTOR SHALL STABILIE AND PROTECT ALL END tALL, MITERED END SECTION, &LARED END SECTION, ETC. STRUCTURES THROUGHOUT THE PRO:ECT UNTIL THE BAN< SLOPES O& THE RECEIVING tATER BODY ARE STABILIED AND ACCEPTED BY OtNER. ϰϱ.CONTRACTORͬBIDDER SHALL OBSERVE O&&SITE ROADtAYS &OR &RICTION COURSE REMOVAL AND RESTORATION REYUIREMENTS AND &OR LEVELING COURSE REYUIREMENTS tHICH SHALL BE INCLUDED IN THE BID AND IN THE tOR<. ϰϲ.ALL SIDEtAL<S &RONTING PONDS SHALL BE ϲΗ THIC<, ϯϬϬϬ PSI Λ Ϯϴ DAYS. ϰϳ.THE STORM SYSTEM SHALL BE OtNED AND MAINTAINED BY THE CITY UP TO THE RIGHT O& tAY LINE. DEMOLITION NOTES: ϭ.CONTRACTOR SHALL REMOVE ALL tASTE MATERIAL &OR DISPOSAL O&&ͲSITE. DISPOSAL SHALL CON&ORM TO ALL APPLICABLE REGULATIONS. Ϯ.EyISTING UNDERGROUND UTILITIES, UNLESS OTHERtISE NOTED, MAY BE CAPPEDͬPLUGGED AND ABANDONED IN PLACE EyCEPT tITHIN ϯϬ &T. O& BUILDING. CAPPED AND PLUGGED PIPE ENDS SHALL BE ENCASED IN CONCRETE, ϲ͟ MINIMUM THIC<NESS AROUND PIPE. MANHOLE BASES MAY BE LE&T IN PLACE PROVIDED THAT PIPE OPENINGS ARE PLUGGED AND REMAINING BASES ARE &ILLED tITH CONCRETE ϲ͟ MINIMUM ABOVE HIGHEST INVERT. ϯ.ANY MATERIALS CLAIMED AS SALVAGE BY OtNER EITHER IN THE &IELD OR IN THE DRAtINGS SHALL BE STOC<PILED &OR OtNERΖS REMOVAL. ϰ.CONTRACTOR SHALL BE <NOtLEDGEABLE O& THE CONSTRUCTION DOCUMENTS AND BE RESPONSIBLE &OR PROTECTING ANY EyISTING &ACILITY SO DESIGNATED OR DESIGNATED TO BE USED IN THE tOR<. ϱ.CONTRACTOR SHALL REMOVE ALL &OUNDATIONS, CONCRETE SLABS, AND UNDERGROUND STRUCTURES EyISTING ON THE SITE AT THE TIME O& BIDDING UNLESS OTHERtISE DIRECTED. ϲ.CONTRACTOR SHALL COORDINATE tITH APPLICABLE UTILITY COMPANIES AND BE RESPONSIBLE &OR THE TERMINATION, CAPPINGͲO&& AND REMOVAL O& ALL UNDERGROUND AND ABOVEͲGROUND UTILITY SERVICES EyISTING AT THE TIME O& BIDDING UNLESS DIRECTED TO BID OTHERtISE. ϳ.CONTRACTOR IS RESPONSIBLE &OR IDENTI&YING AND DISPOSING ALL tASTE MATERIALS CONSISTENT tITH ALL RULES AND REGULATIONS APPLICABLE TO THE SPECI&IC MATERIAL &OUND. ϴ.ANY tELLS SHOtN HEREON ARE THE tELLS LOCATED TO DATE AND DO NOT NECESSARILY REPRESENT ALL tELLS ON THE PROPERTY. THE ENGINEER SHALL BE NOTI&IED O& ANY tELLS ENCOUNTERED DURING CONSTRUCTION. ALL tELLS NOT DESIGNATED TO REMAIN OR &UNCTION SHALL BE PROPERLY SEALED AND ABANDONED TO SIy &EET ;ϲΖͿ BELOt &INISHED GRADE PER APPLICABLE AGENCY REYUIREMENTS. MASS GRADING NOTES: ϭ.THE &OLLOtING HAS BEEN PREPARED TO PROVIDE GENERAL MASS GRADING AND EARTHtOR< RECOMMENDATIONS &OR THE OVERALL PRO:ECT. THE CONTRACTOR SHOULD RE&ER TO THE PRO:ECT PLANS AND GEOTECHNICAL REPORTS &OR ADDITIONAL REYUIREMENTS OR SPECIAL CONDITIONS. Ϯ.PRIOR TO PLACING ANY &ILL, THE CONTRACTOR IS RESPONSIBLE &OR STRIPPING AND GRUBBING THE DESIGNATED CONSTRUCTION SITE, REMOVING SUBSUR&ACE VEGETATION, ROOTS AND OTHER DELETERIOUS MATERIALS. THE STRIPPED AND GRUBBED AREAS SHALL BE INSPECTED AND APPROVED BY THE OtNERΖS GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT O& &ILL. ϯ.&OLLOtING SATIS&ACTORY STRIPPING AND GRUBBING, THE NATURAL INͲPLACE SOILS SHALL BE PROO& ROLLED USING A LARGE VIBRATORY ROLLER OR OTHER SUITABLE COMPACTION EYUIPMENT APPROVED BY THE OtNERΖS GEOTECHNICAL ENGINEER. THE NATURAL SUR&ACE SOILS SHALL BE COMPACTED TO A &IRM AND UNYIELDING CONDITION AND TO A MINIMUM DENSITY EYUIVALENT TO ϵϱ PERCENT O& THE MODI&IED PROCTOR MAyIMUM DRY DENSITY ;ASTM DͲϭϱϱϳͿ. YIELDING OR UNSUITABLE SOILS SHALL BE REMOVED AND REPLACED tITH COMPACTED &ILL AS DISCUSSED BELOt. ϰ.THE CONTRACTOR IS RESPONSIBLE &OR PLACING AND COMPACTING ALL &ILL TO A &IRM AND UNYIELDING CONDITION. PRIOR TO BEGINNING COMPACTION, SOIL MOISTURE CONDITIONING O& THE &ILL MAY BE REYUIRED. SOIL MOISTURE CONTENTS SHALL BE CONTROLLED TO &ACILITATE PROPER COMPACTION. A MOISTURE CONTENT tITHIN THREE PERCENTAGE POINTS O& THE OPTIMUM INDICATED BY THE MODI&IED PROCTOR TEST ;ASTM DͲϭϱϱϳͿ IS RECOMMENDED PRIOR TO COMPACTION O& THE &ILL. &ILL GENERATED &ROM ONͲSITE tILL NEED TO BE DRIED TO THE MOISTURE CONTENTS NOTED ABOVE TO &ACILITATE COMPACTION. &ILL SHALL BE PLACED IN MAyIMUM ONEͲ&OOT LI&TS ;LOOSE THIC<NESSͿ AND SHALL BE COMPACTED TO A MINIMUM INͲPLACE DENSITY EYUIVALENT TO ϵϱй O& THE MODI&IED PROCTOR MAyIMUM DRY DENSITY VALUE ;ASTM DͲϭϱϱϳͿ &OR THE &ILL MATERIAL BEING PLACED. DENSITY TESTS SHALL BE PER&ORMED ON EACH LI&T TO CON&IRM THE REYUIRED COMPACTION IS BEING ACHIEVED, A MINIMUM O& ONE TEST PER ϭϬ,ϬϬϬ SYUARE &EET SHALL BE PER&ORMED ON EACH LI&T O& &ILL. ϱ.&ILL MATERIAL USED &OR MASS GRADING SHALL CONSIST O& &INE TO MEDIUM SAND tITH LESS THAN ϭϮ PERCENT &INES PASSING THE NO. ϮϬϬ SIEVE AND BE &REE O& RUBBLE, ORGANICS, CLAY, DEBRIS, AND OTHER UNSUITABLE MATERIAL. IN GENERAL, THE &ILL MATERIAL GENERATED &ROM THE ONͲSITE PONDS COMPRISE RELATIVELY CLEAN TO SLIGHTLY SILTY &INE SANDS GRADING SILTY TO CLAYEY IN COMPOSITION tITH DEPTH ;VARIESͿ. IT IS RECOMMENDED THAT THE DEEPER MORE SILTYͬCLAYEY SOILS ;I.E. GREATER THAN ϭϮ PERCENT &INESͿ tILL NEED TO &IRST BE EyCAVATED AND STOC<PILED IN ORDER TO DRY TO THE MOISTURE CONDITION, IT IS RECOMMENDED THAT THESE MATERIALS BE EVALUATED AND APPROVED BY THE OtNERS GEOTECHNICAL ENGINEER PRIOR TO THEIR INTENDED USE. IN GENERAL, IT IS RECOMMENDED THAT THIS MATERIAL BE USED IN AREAS tHERE IT CAN BE PLACED AT LEAST ϯ &EET BELOt ANTICIPATED &INISHED GRADES. ϲ.ALLOtABLE TOLERANCES &OR &INISHED GRADES SHALL BE Ϭ &EET BELOt AND Ϭ.Ϯ &EET ABOVE THE GRADES INDICATED ON THE MASS GRADING DRAtINGS. OtNER RESERVES THE RIGHT TO MODI&Y &INAL &ILL ELEVATIONS PRIOR TO COMPLETION O& &ILL PLACEMENT. A.TEMPORARY SEEDING AREAS OPENED BY CONSTRUCTION OPERATIONS AND tHICH HAVE THE POTENTIAL TO CAUSE TURBIDITY O&&SITE OR IN ANY UPLAND tETLAND PROTECTION AREA AND THAT ARE NOT ANTICIPATED TO BE DRESSED AND RECEIVE &INAL GRASSING TREATMENT tITHIN THIRTYͲDAYS SHALL BE SEEDED tITH A YUIC< GROtING GRASS SPECIES tHICH tILL PROVIDE AN EARLY COVER DURING THE SEASON IN tHICH IT IS PLANTED, AND tILL NOT LATER COMPETE tITH THE PERMANENT GRASSING. THE RATE O& SEEDING SHALL BE ϯϬ POUNDS PER ACRE. B.TEMPORARY SEEDING AND MULCHING SLOPES STEEPER THAN ϲ:ϭ THAT &ALL tITHIN THE CATEGORY ESTABLISHED ABOVE SHALL ADDITIONALLY RECEIVE MULCHING O& APPROyIMATELY Ϯ INCHES LOOSE MEASURE O& MULCH MATERIAL CUT INTO THE SOIL O& THE SEEDED AREA TO A DEPTH O& ϰ INCHES. C.TEMPORARY GRASSING THE SEEDED OR THE SEEDED AND MULCHED AREA;SͿ SHALL BE ROLLED AND tATERED AS REYUIRED TO ASSURE THE ESTABLISHMENT O& GOOD GRASS COVER. D.TEMPORARY REGRASSING I&, A&TER &OURTEENͲDAYS, THE TEMPORARY GRASSED AREAS HAVE NOT ATTAINED A MINIMUM O& ϳϱй GOOD GRASS COVER, THE AREA tILL BE REtOR<ED AND ADDITIONAL SEED APPLIED SU&&ICIENT TO ESTABLISH THE DESIRED VEGETATION COVER. E.PERMANENT SEEDING ALL AREAS, tHICH HAVE BEEN DISTURBED BY THE CONSTRUCTION tILL, AS A MINIMUM, BE SEEDED. SEED SHALL HAVE MINIMUM ϵϬй PURITY AND ϴϱй GERMINATION AS INDICATED ON LABEL. I& NECESSARY, THE APPLICATION O& AMENDMENTS, SUCH AS DOLOMITIC LIMESTONE tILL BE USED TO CORRECT THE PH &ACTOR TO tITHIN THE LIMITS O& ϲ.ϬͲϳ.Ϭ. N/A CONSTRUCTION NOTES 1 A 2 3 4 5 6 7 8 9 B C D E F A B C D E F 1 2 3 4 5 6 7 8 9 DRAWN BY: JOB NO.: VERTICAL DATUM: CHECKED BY: DESIGNED BY: SCALE IN FEET: APPROVED BY: Poulos & Bennett, LLC DATE:2602 E. Livingston St., Orlando, FL 32803 Tel. 407.487.2594 www.poulosandbennett.com Eng. Bus. No. 28567 07/07/2023 SUBMIT TO CITY OF OCOEE, SJRWD, & OCU DATE:NO.DESCRIPTIONS: SUBMISSIONS/REVISIONS Project Name: Sheet Title: Sheet No.: Seal: Key Map: Jurisdiction:November 27, 2023This item has been electronically signed and sealed by Joel Andrew Ivey on the date adjacent to the seal using a SHA authentication code. Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies.J. ANDREW IVEYP.E. NO. 0086607REENIGNELANOISSEFORPA DIROLFNo. 86607STATE OFESNECILJ. ANDREW IVE Y C0.01 NAVD 88 20-159 JAI PV JAI MDS WYNWOOD- PHASES 3 & 4 CITY OF OCOEE, FL 1 10/04/2023 SUBMIT TO CITY OF OCOEE, SJRWD, & OCU 2 11/27/2023 SUBMIT TO CITY OF OCOEE, & OCU Page 43 of 309 SANITARY SEWER NOTES: 1.ALL MATERIALS AND CONSTRUCTION SHALL BE IN COMPLIANCE WITH ORANGE COUNTY MANUAL OF STANDARD SPECIFICATIONS FOR WASTEWATER AND WATERMAIN CONSTRUCTION. 2.ALL MANHOLES SHALL HAVE A MINIMUM DIAMETER OF 48 INCHES AND A MINIMUM ACCESS DIAMETER OF 22 INCHES. 3.PIPE LENGTHS SHOWN REPRESENT SCALED DISTANCES BETWEEN MANHOLE CENTERLINE. 4.ALL SANITARY SERVICE LATERALS SHALL BE 6 INCH DIAMETER PVC. LATERALS SHALL END WITH A CLEAN OUT AT RIGHT-OF-WAY LINE. 5.INVERTS OF SANITARY SERVICE LATERALS AT THEIR CONNECTION TO SANITARY MANHOLES SHALL BE NO MORE THAN ONE (1) FOOT ABOVE THE MANHOLE INVERT. 6.PRIOR TO PAVING, CONTRACTOR SHALL VERIFY THE AS-BUILT SANITARY SEWER PIPE SLOPES. MINIMUM SLOPES SHALL BE IN ACCORDANCE WITH FDEP MINIMUM CRITERIA FOR 8" PVC SEWER, LINE SLOPE WILL BE 0.28% FOR 12" PVC, WILL BE 0.17% AND FOR 15" PVC WILL BE 0.12%. ANY LINE NOT MEETING MINIMUM SLOPE WILL BE RELAYED BY CONTRACTOR TO MEET THE MINIMUM SLOPE REQUIREMENT AT NO ADDITIONAL COST. 7.MARK LATERALS WITH 6' HIGH PIECE OF 2" X 4" PLANK PAINTED GREEN W/ LOT NUMBER CLEARLY MARKED AND AN 'S' IMPRESSED IN THE CURB. 8.LEAKAGE TESTS ARE SPECIFIED REQUIRING THAT: 8.1.THE LEAKAGE EXFILTRATION OR INFILTRATION DOES NOT EXCEED 200 GALLONS PER INCH OF PIPE DIAMETER PER MILE PER DAY FOR ANY SECTION OF THE SYSTEM. 8.2.EXFILTRATION OR INFILTRATION TESTS BE PERFORMED WITH A MINIMUM POSITIVE HEAD OF 2 FEET. 8.3.AIR TESTS, AS A MINIMUM, CONFORM TO THE TEST PROCEDURE DESCRIBED IN ASTM C-828 FOR CLAY PIPE, ASTM C924 FOR CONCRETE PIPE, ASTM F-1417 FOR PLASTIC PIPE, AND FOR OTHER MATERIALS APPROPRIATE TEST PROCEDURES. AIR TESTING, IF SPECIFIED FOR CONCRETE SEWER MANHOLES, CONFORMS TO THE TEST PROCEDURES DESCRIBED IN ASTM C-1244. 9.DESIGN REQUIRES; 9.1.MANHOLE LIFT HOLES AND GRADE ADJUSTMENT RINGS BE SEALED WITH NON-SHRINKING MORTAR OR OTHER APPROPRIATE MATERIAL. 9.2.INLET AND OUTLET PIPES BE JOINED TO THE MANHOLE WITH A GASKETED FLEXIBLE WATER-TIGHT CONNECTION OR ANOTHER WATER-TIGHT CONNECTION ARRANGEMENT THAT ALLOWS DIFFERENTIAL SETTLEMENT OF THE PIPE AND MANHOLE WALL. 9.3.WATER-TIGHT MANHOLE COVERS BE USED WHEREVER THE MANHOLE TOPS MAY BE FLOODED BY STREET RUNOFF OF HIGH WATER. 10.MINIMUM SEPARATION BETWEEN POTABLE WATER LINES AND SANITARY HAZARDS (SANITARY SEWER, FORCE MAIN, STORM SEWER, REUSE WATER) SHALL BE MAINTAINED. A HORIZONTAL CLEARANCE Of TEN (10) FEET IN PARALLEL INSTALLATION AND 12 INCHES VERTICALLY AT CROSSINGS. SHOULD A VERTICAL SEPARATION OF LESS THAN THAT STIPULATED BE REQUIRED, THE WATER LINE SHALL BE CONSTRUCTED OF 20 FEET OF PRESSURE TIGHT JOINT DUCTILE IRON PIPE. IF THE REQUIRED 10 FT. HORIZONTAL CLEARANCE CANNOT BE MAINTAINED, THE SEWER MAIN SHALL BE PLACED IN A D.I.P. SLEEVE OR ENCASED IN CONCRETE IN ACCORDANCE WITH FDEP SPECIFICATIONS. 11.PVC GRAVITY SEWER PIPE SHALL MEET ASTM D3034, SDR35. 12.ALL SANITARY SEWER PIPE SHALL BE COLORED GREEN. 13.FIBERGLASS LINE ALL MANHOLES WHICH RECEIVE DISCHARGE FROM A FORCEMAIN. 14.CONTRACTOR IS RESPONSIBLE FOR PROVIDING SERVICES AT EACH LOT. SERVICES SHALL HAVE 3' MIN. AND 4' MAX. COVER AT LOT CLEAN OUT. RECLAIMED WATER NOTES: 1.PROVIDE 6" MINIMUM SEPARATION BETWEEN RECLAIMED WATER AND STORM PIPES AND A MINIMUM OF 3' OF COVER OVER THE RECLAIMED WATER MAIN. RECLAIMED WATER WHEN LESS THAN 3' OF COVER IS ACHIEVED SHALL BE D.I.P. (COVER LESS THAN 3' IS ONLY ALLOWED AT SPECIFIC CROSSINGS APPROVED BY O.C.U.) PROVIDE MECHANICAL JOINTS AND FITTINGS AS NECESSARY FOR THE VERTICAL TRANSITIONS. 2.EXCEPT FOR PVC PIPE, MAXIMUM DEFLECTIONS AT PIPE JOINTS, FITTINGS AND LAYING RADIUS FOR THE VARIOUS PIPE LENGTHS SHALL NOT EXCEED 75% OF THE PIPE MANUFACTURER'S RECOMMENDATION. 3.A MINIMUM VERTICAL CLEARANCE OF 18" SHALL BE MAINTAINED. WHERE 18" CLEARANCE IS NOT POSSIBLE, WATER AND RECLAIMED WATER WILL BE UPGRADED TO D.I.P. 4.MARK LATERALS WITH 6' HIGH PIECE OF 2" X 4" PLANK PAINTED PURPLE, AND AN 'R' IMPRESSED IN THE CURB. 5.CASINGS WILL BE PROVIDED FOR SERVICES LOCATED UNDER LANDSCAPE MEDIANS. 6.ALL PVC RECLAIMED WATER PIPE SHALL BE AS SPECIFIED IN THE CONTRACT DOCUMENTS, MARKED WITH THE SEAL OF APPROVAL OF THE NATIONAL SANITATION FOUNDATION (NSF) AND BE PURPLE IN COLOR. 7.ALL DUCTILE IRON RECLAIMED WATER MAINS SHALL BE MARKED WITH A CONTINUOUS STRIPE LOCATED WITHIN THE TOP 90 DEGREES OF THE PIPE. SAID STRIPE SHALL BE A MINIMUM 2 INCHES IN WIDTH AND SHALL BE PURPLE IN COLOR. BACKFILL SHALL NOT BE PLACED FOR 30 MINUTES FOLLOWING PAINT APPLICATION. 8.ALL NON-METALLIC RECLAIMED WATER MAINS SHALL BE INSTALLED WITH A CONTINUOUS, INSULATED 10 GAUGE COPPER WIRE INSTALLED DIRECTLY ON TOP OF THE PIPE FOR LOCATION PURPOSES. SEE STANDARD DRAWINGS. IN ADDITION, ALL PVC RECLAIMED WATER MAINS SHALL BE SOLID, PANTONE PURPLE COLOR. 9.HYDROSTATIC TESTING OF THE RECLAIMED WATER DISTRIBUTION SYSTEM SHALL BE DONE IN ACCORDANCE WITH THE AWWA STANDARDS. HYDROSTATIC TESTING TO BE DONE IN ACCORDANCE WITH AWWA C-600 FOR DUCTILE IRON PIPE AND M23 FOR PVC PIPE. POTABLE WATER NOTES: 1.ALL CONSTRUCTION AND MATERIALS SHALL BE IN COMPLIANCE WITH AWWA STANDARDS AND IN ACCORDANCE WITH ORANGE COUNTY UTILITIES. 2.PIPE LENGTHS SHOWN REPRESENT SCALED DISTANCES BETWEEN FITTINGS OF BRANCHES AND MAINS. 3.DEFLECTIONS AT PIPE JOINTS SHALL NOT EXCEED THOSE RECOMMENDED BY THE PIPE MANUFACTURER. 4.ALL GATE VALVES SHALL BE EQUIPPED WITH AN ADJUSTABLE CAST IRON VALVE BOX WITH COVER, WITH THREADED CAST BRONZE EXTENSIONS WHERE NEEDED. 5.ALL PUBLIC WATER SYSTEM COMPONENTS, EXCLUDING FIRE HYDRANTS, THAT WILL BE INSTALLED UNDER THIS PROJECT AND THAT WILL COME INTO CONTACT WITH DRINKING WATER WILL CONFORM TO NSF INTERNATIONAL STANDARD 61 AND WILL BE MARKED WITH THE NSF SEAL OF APPROVAL. 6.ALL PIPE AND PIPE FITTINGS INSTALLED UNDER THIS PROJECT SHALL BE COLOR CODED IN ACCORDANCE WITH SUB PARAGRAPH 62-555.320(21)(B)3, F.A.C. USING BLUE AS A PREDOMINANT COLOR. ALL DUCTILE IRON WATER MAINS SHALL BE MARKED WITH A CONTINUOUS STRIPE LOCATED WITHIN THE TOP 90 DEGREES OF THE PIPE. SAID STRIPE SHALL BE A MINIMUM 2 INCHES IN WIDTH AND SHALL BE BLUE IN COLOR. BACKFILL SHALL NOT BE PLACED FOR 30 MINUTES FOLLOWING PAINT APPLICATION. FOR PIPE WITH AN INTERNAL DIAMETER OF 24" OR GREATER, TAPE OR PAINT SHALL BE APPLIED IN CONTINUOUS LINES ALONG EACH SIDE OF THE PIPE AS WELL AS ALONG THE TOP OF THE PIPE. 7.ALL NON-METALLIC WATER MAINS SHALL BE INSTALLED WITH A CONTINUOUS, INSULATED 10 GAUGE COPPER WIRE INSTALLED DIRECTLY ON TOP OF THE PIPE FOR LOCATION PURPOSES. SEE STANDARD DRAWINGS. IN ADDITION, ALL PVC WATER MAINS SHALL BE A SOLID BLUE COLOR. ALL LETTERING SHALL APPEAR LEGIBLY ON PIPE AND SHALL RUN THE ENTIRE LENGTH OF THE PIPE. LETTERING SHALL READ AS IS ACCEPTABLE FOR THE INTENDED USE. 8.HYDROSTATIC TESTING AND THE DISINFECTION OF THE WATER DISTRIBUTION SYSTEM SHALL BE DONE IN ACCORDANCE WITH THE AWWA STANDARDS. HYDROSTATIC TESTING TO BE DONE IN ACCORDANCE WITH AWWA C-600 FOR DUCTILE IRON PIPE AND C-605 FOR PVC PIPE. DISINFECTING AND BACTERIOLOGICAL EVALUATION TO BE DONE IN ACCORDANCE WITH AWWA C-651 AND RULE 62-555.340 F.A.C. 9.MARK SERVICES WITH 6' HIGH PIECE OF 2" X 4" PLANK PAINTED BLUE WITH LOT NUMBER CLEARLY MARKED AND A 'W' IMPRESSED IN THE CURB. IT IS THE INTENT THAT EVERY LOT IS PROVIDED WITH A WATER SERVICE; THEREFORE IT IS THE CONTRACTORS RESPONSIBILITY TO INSTALL A WATER SERVICE TO EACH LOT. 10.PIPE MATERIALS: PVC - ALL PIPE, PIPE FITTINGS, PIPE JOINT PACKING AND JOINTING MATERIALS, VALVES, FIRE HYDRANTS, AND METERS INSTALLED UNDER THIS PROJECT SHALL CONFORM TO APPLICABLE AWWA STANDARDS AND SHALL BE MANUFACTURED IN ACCORDANCE WITH AWWA STANDARD C900, LATEST EDITION. PVC SHALL BE MANUFACTURED IN ACCORDANCE WITH AWWA STANDARD C900. THE PVC SHALL HAVE A MINIMUM WORKING PRESSURE OF 150 P.S.I. AND SHALL HAVE A DIMENSION RATIO (DR) OF 18. PIPE SHALL BE THE SAME O.D. AS DUCTILE IRON PIPE. PVC JOINT - SHALL BE IN ACCORDANCE WITH ASTM D3139. DUCTILE IRON - SHALL CONFORM TO ANSI/AWWA C150/C151. A MINIMUM OF CLASS 50 PIPE SHALL BE SUPPLIED. DUCTILE IRON JOINT - SHALL BE IN ACCORDANCE WITH ANSI A21.11 AND AWWA C111. SERVICES - SHALL BE IN ACCORDANCE WITH AWWA C901/C800 STANDARDS FOR POLYETHYLENE TUBING, CLASS 160. 11.WATER MAIN CONNECTION SHALL BE MADE UNDER THE SUPERVISION OF ORLANDO UTILITIES COMMISSION. ALL VALVES SHALL BE OPERATED BY ORLANDO UTILITIES COMMISSION PERSONNEL ONLY. WATERMAINS ARE TO BE DISINFECTED PER ANSI/AWWA C651-92 AND ORLANDO UTILITIES COMMISSION REGULATIONS. 12.VERTICAL SEPARATION BETWEEN UNDERGROUND POTABLE WATER MAINS AND SANITARY OR STORM SEWERS, WASTEWATER OR STORMWATER FORCE MAINS, AND RECLAIMED WATER PIPELINES: 12.1.NEW OR RELOCATED, UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR PROPOSED GRAVITY- OR VACUUM-TYPE SANITARY SEWER OR STORM SEWER SHALL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST SIX INCHES, AND PREFERABLY 12 INCHES, ABOVE OR AT LEAST 12 INCHES BELOW THE OUTSIDE OF THE OTHER PIPELINE. HOWEVER, IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE. 12.2.NEW OR RELOCATED, UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR PROPOSED PRESSURE-TYPE SANITARY SEWER, WASTEWATER OR STORMWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER SHALL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST 12 INCHES ABOVE OR BELOW THE OUTSIDE OF THE OTHER PIPELINE. HOWEVER, IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE. 12.3.AT THE UTILITY CROSSINGS DESCRIBED IN PARAGRAPHS (A) AND (B) ABOVE, ONE FULL LENGTH OF WATER MAIN PIPE SHALL BE CENTERED ABOVE OR BELOW THE OTHER PIPELINE SO THE WATER MAIN JOINTS WILL BE AS FAR AS POSSIBLE FROM THE OTHER PIPELINE. ALTERNATIVELY, AT SUCH CROSSING, THE PIPES SHALL BE ARRANGED SO THAT ALL WATER MAIN JOINTS ARE AT LEAST THREE FEET FROM ALL JOINTS IN VACUUM-TYPE SANITARY SEWERS, STORM SEWERS, STORMWATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C., AND AT LEAST SIX FEET FROM ALL JOINTS IN GRAVITY-OR PRESSURE-TYPE SANITARY SEWERS, WASTEWATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C. 13.HORIZONTAL SEPARATION BETWEEN UNDERGROUND WATER MAINS AND SANITARY OR STORM SEWERS, WASTEWATER OR STORMWATER FORCE MAINS, RECLAIMED WATER PIPELINES, AND ON-SITE SEWAGE TREATMENT AND DISPOSAL SYSTEMS: 13.1.NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST THREE FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED STORM SEWER, STORMWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C. 13.2.NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST THREE FEET, AND PREFERABLY TEN FEET, BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED VACUUM-TYPE SANITARY SEWER. 13.3.NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST SIX FEET, AND PREFERABLY TEN FEET, BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED GRAVITY- OR PRESSURE-TYPE SANITARY SEWER, WASTEWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C. THE MINIMUM HORIZONTAL SEPARATION DISTANCE BETWEEN WATER MAINS AND GRAVITY-TYPE SANITARY SEWERS SHALL BE REDUCED TO THREE FEET WHERE THE BOTTOM OF THE WATER MAIN IS LAID AT LEAST SIX INCHES ABOVE THE TOP OF THE SEWER. 13.4.NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST TEN FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND ALL PARTS OF ANY EXISTING OR PROPOSED "ON-SITE SEWAGE TREATMENT AND DISPOSAL SYSTEM" AS DEFINED IN SECTION 381.0065(2), F.S., AND RULE 64E-6.002, F.A.C. 14.A MINIMUM OF 3 FEET OF COVER SHALL BE MAINTAINED OVER WATERMAINS, UNLESS OTHERWISE NOTED. 15.ALL PIPE AND PIPE FITTINGS INSTALLED UNDER THIS PROJECT SHALL CONTAIN NO MORE 8.0% LEAD, AND ANY SOLDER OR FLUX USED IN THIS PROJECT SHALL CONTAIN NO MORE THAN 0.2% LEAD. 16.NEW OR ALTERED DEAD-END WATER MAINS INCLUDED IN THIS PROJECT SHALL BE PROVIDED WITH A FIRE OR FLUSHING HYDRANT OR BLOW-OFF FOR FLUSHING PURPOSES. 17.NEW OR ALTERED FIRE HYDRANT LEADS SHALL HAVE A MINIMUM INSIDE DIAMETER OF 6" AND SHALL INCLUDE AN AUXILIARY VALVE. 18.IF AGGRESSIVE SOIL CONDITIONS ARE FOUND DURING 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. 19.A CONTINUOUS AND UNIFORM BEDDING WILL BE PROVIDED IN TRENCHES FOR UNDERGROUND PIPE INSTALLED UNDER THIS PROJECT; BACKFILL MATERIAL WILL BE TAMPED IN LAYERS AROUND UNDERGROUND PIPE INSTALLED UNDER THIS PROJECT AND TO A SUFFICIENT HEIGHT ABOVE THE PIPE TO ADEQUATELY SUPPORT AND PROTECT THE PIPE; AND UNSUITABLY SIZED STONES (AS DESCRIBED IN APPLICABLE AWWA STANDARDS OR MANUFACTURERS' RECOMMENDED INSTALLATION PROCEDURES) FOUND IN TRENCHES WILL BE REMOVED FOR A DEPTH OF A LEAST SIX INCHES BELOW THE BOTTOM OF UNDERGROUND PIPE INSTALLED UNDER THIS PROJECT. AS-BUILT NOTE: 1.THE CONTRACTOR SHALL SUBMIT A CERTIFIED SET OF RECORD DRAWINGS TO THE ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECORDING INFORMATION ON THE APPROVED PLANS CONCURRENTLY WITH CONSTRUCTION PROGRESS. RECORD DRAWINGS SUBMITTED TO THE ENGINEER AS PART OF THE PROJECT ACCEPTANCE SHALL COMPLY WITH ORANGE COUNTY SUBDIVISION REQUIREMENTS AND THE FOLLOWING REQUIREMENTS. 1.1.DRAWINGS SHALL BE LEGIBLY MARKED TO RECORD ACTUAL CONSTRUCTION. 1.2.DRAWINGS SHALL SHOW ACTUAL LOCATION OF ALL UNDERGROUND AND ABOVE GROUND STORM DRAINAGE, POTABLE WATER AND WASTEWATER PIPING, AND RELATED APPURTENANCES. ALL CHANGES TO PIPING LOCATION INCLUDING HORIZONTAL AND VERTICAL LOCATIONS OF UTILITIES AND APPURTENANCES SHALL BE CLEARLY SHOWN AND REFERENCED TO PERMANENT SURFACE IMPROVEMENTS. DRAWINGS SHALL ALSO SHOW ACTUAL INSTALLED PIPE MATERIAL, CLASS, ETC. 1.3.DRAWINGS SHALL CLEARLY INDICATE VERTICAL AND HORIZONTAL SEPARATION BETWEEN POTABLE WATER MAIN AND STORM DRAINAGE/SANITARY SEWER/RECLAIMED WATER MAINS AT POINTS OF CROSSING IN ACCORDANCE WITH FDEP CRITERIA. AT UTILITY CROSSINGS 1.4.DRAWINGS SHALL CLEARLY SHOW ALL FIELD CHANGES OF DIMENSION AND DETAIL INCLUDING CHANGES MADE BY FIELD ORDER OR BY CHANGE ORDER. 1.5.DRAWINGS SHALL CLEARLY SHOW ALL DETAILS NOT ON ORIGINAL CONTRACT DRAWINGS, BUT CONSTRUCTED IN THE FIELD. ALL EQUIPMENT AND PIPING RELOCATION SHALL BE CLEARLY SHOWN. 1.6.LOCATION OF ALL INLETS, MANHOLES, HYDRANTS, VALVES, AND VALVE BOXES SHALL BE SHOWN. ALL VALVES SHALL BE REFERENCED FROM AT LEAST TWO AND PREFERABLY THREE PERMANENT POINTS OR BY STATE PLANE COORDINATES. 1.7.DIMENSIONS BETWEEN ALL INLETS AND MANHOLES SHALL BE FIELD VERIFIED AND THE INVERTS, AND GRADE ELEVATIONS OF ALL INLETS AND MANHOLES SHALL BE SHOWN. 1.8.CONTRACTOR SHALL PROVIDE AS-BUILT SURVEY FOR POND GRADING. AS-BUILT POND CONTOURS SHALL BE PROVIDED AT TOP OF BANK, POND BOTTOM, AND ALL GRADE BREAKS AND ELEVATIONS SPECIFIED ON THE PLANS. CONTRACTOR SHALL BE RESPONSIBLE FOR RE-GRADING POND SLOPES THAT ARE STEEPER THAN 5:1 (HORIZONTAL:VERTICAL) TO A DEPTH OF 2 FT BELOW THE SLWT. 1.9.EACH SHEET OF THE PLANS SHALL BE SIGNED, SEALED AND DATED BY REGISTERED SURVEYOR WITH A NOTE READING "THESE AS-BUILT DRAWINGS ACCURATELY DEPICT THE ACTUAL IMPROVEMENTS AS CONSTRUCTED". 1.10.WHERE THE POTABLE WATER MAIN CROSSES OTHER UTILITIES (STORM, GRAVITY SEWER, FORCEMAIN AND RECLAIMED WATER), THE CERTIFIED AS-BUILT DRAWINGS SHALL CLEARLY INDICATE THE CONSTRUCTED ELEVATIONS IN SUCH A WAY THAT THE VERTICAL SEPARATION BETWEEN THE WATER MAIN AND OTHER UTILITIES MAY BE VERIFIED BY THE ENGINEER. FAILURE TO PROVIDE THIS INFORMATION WILL RESULT IN THE CONTRACTOR EXCAVATING AND SURVEYING THE UTILITIES AT NO ADDITIONAL COST TO THE OWNER. 1.11.WHERE THE POTABLE WATER MAIN CROSSES OTHER UTILITIES (STORM, GRAVITY SEWER, FORCEMAIN AND RECLAIMED WATER), THE CERTIFIED AS-BUILT DRAWINGS SHALL CLEARLY INDICATE THE LOCATIONS OF PIPE JOINTS IN SUCH A MANNER AS TO DEMONSTRATE THE PIPE 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 LIMITS OF EACH BUILDING PAD FOR OWNER/ENGINEER INSPECTION AND APPROVAL. 3.CERTIFIED AS-BULT DRAWINGS SHALL BE PROVIDED TO THE ENGINEER PRIOR TO BACTERIOLOGICAL TESTING. FAILURE TO PROVIDE ACCURATE DRAWINGS MAY RESULT IN EXPIRED TEST RESULTS AND REQUIRE ADDITIONAL TESTING AT THE CONTRACTOR'S EXPENSE. 4.THE CONTRACTOR SHALL SUBMIT TWO (2) CERTIFIED COPIES AND EXCEL FILES OF THE COMPLETED UTILITY ASSET TABLES USING THE OCU STANDARD ASSET TABLES TEMPLATE AVAILABLE ON THEIR WEBSITE. COMPLETE ASSET TABLE REQUIRED PRIOR TO ANY CERTIFICATION OF RESPECTIVE SYSTEM. COORDINATE DATA SHALL BE PROVIDED IN STATE PLANE COORDINATES. 5.COMPLETE AS-BUILTS AND ASSET TABLES, MEETING OCU MANUAL OF STANDARDS AND CONSTRUCTION SPECIFICATIONS (DATED APRIL 2011), SHALL BE PROVIDED TO THE ENGINEER FOR REVIEW AND APPROVAL. PAY APPLICATIONS REQUESTING PAYMENT BEYOND 80% OF CONTRACT AMOUNT, PER SYSTEM, MAY BE HELD AT THE DISCRETION OF THE OWNER UNTIL THE AS-BUILTS AND ASSET TABLES ARE DEEMED COMPLETE BY THE ENGINEER. 6.AS-BUILT DRAWINGS SHALL BE PREPARED IN ACCORDANCE WITH POULOS & BENNETT CAD STANDARDS. 7.POTABLE WATER CROSSINGS - POULOS & BENNETT REQUIRES THAT AT LEAST TEN PERCENT (10%) OF THE POTABLE WATER CROSSINGS AND INSTALLATIONS, REFERENCE IN PARAGRAPH 1.J ABOVE, BE FIELD VERIFIED BY POULOS & BENNETT STAFF. THE 10% TO BE FIELD VERIFIED WILL BE IDENTIFIED BY POULOS & BENNETT PRIOR TO CONSTRUCTION AND PROVIDED TO THE SITE CONTRACTOR. 8.COMPLETE AS-BUILTS AND ASSET TABLES, MEETING OCU MANUAL OF STANDARDS AND CONSTRUCTION SPECIFICATIONS (DATED APRIL 2011), SHALL BE PROVIDED TO POULOS & BENNETT FOR REVIEW AND APPROVAL. PAY APPLICATIONS REQUESTING PAYMENT BEYOND 80% OF CONTRACT AMOUNT, PER SYSTEM, MAY BE HELD AT THE DISCRETION OF THE OWNER UNTIL THE AS-BUILTS AND ASSET TABLES ARE DEEMED COMPLETE BY POULOS & BENNETT. 9.DRAINAGE PIPE/STRUCTURE INSPECTION VIDEOS AND LASER PROFILE REPORTS (THE LATTER IF PIPE OTHER THAN REINFORCED CONCRETE PIPE HAS BEEN USED OUTSIDE OF PUBLICLY MAINTAINED ROADWAY AREAS) SHALL BE PROVIDED TO POULOS AND BENNETT FOR REVIEW. ADDITIONAL UTILITY NOTES: 1.ALL EXISTING UTILITIES SHALL BE FIELD VERIFIED (VERTICALLY AND HORIZONTALLY ) AT ALL POINTS OF CONNECTION AND AT ALL AREAS OF CONFLICT WITH OCU INFRASTRUCTURE PER OCU MANUAL SECTION 2111 3.03 G. FIGURE GN STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL APPENDIX A ORANGE COUNTY UTILITIES OCU GENERAL NOTES: 1.THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN EXCAVATING IN PROXIMITY OF INCLUDING, BUT NOT LIMITED TO; WATER MAINS, WASTEWATER FORCE MAINS, GRAVITY MAINS, RECLAIMED WATER MAINS, ELECTRIC, GAS, CABLE TV, TELECOMMUNICATIONS, STORM WATER, FIBER OPTIC AND OTHER UNDERGROUND FACILITIES. MAIN LOCATIONS SHOWN ON PLANS MAY NOT BE EXACT. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING EXISTING UTILITY LOCATIONS. 2.SHOULD A PIPE EMERGENCY OCCUR, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OCU DISPATCH OPERATOR (407-836-2777) AND THE OCU INSPECTOR. 3.THE CONTRACTOR SHALL NOTIFY THE OCU CONSTRUCTION INSPECTION SECTION, FIELD SERVICES DIVISION AT LEAST 10 CALENDAR DAYS PRIOR TO COMMENCEMENT OF THE CONSTRUCTION PROJECT BY CALLING (407) 254-9798. 4.THE CONTRACTOR SHALL NOTIFY THE OCU CONSTRUCTION INSPECTOR IN ACCORDANCE WITH TABLE 4110-1 "UTILITIES' SCHEDULE OF NOTIFICATIONS IN THIS MANUAL. 5.THE MATERIALS, PRODUCTS, AND CONSTRUCTION OF ALL UTILITIES CONNECTING TO THE OCU SYSTEM SHALL BE IN CONFORMANCE WITH THE STANDARDS, CONSTRUCTION SPECIFICATIONS, AND APPENDIX D IN THIS MANUAL. 6.ALL EXISTING UTILITIES INCLUDING BUT NOT LIMITED TO; WATER MAINS, FORCE MAINS, RECLAIMED WATER MAIN, SANITARY GRAVITY PIPES, STORM WATER PIPES, ELECTRIC, TELEPHONE, GAS, POLES AND STAYS, CABLE TV AND OTHER UTILITY FACILITIES WITHIN THE LIMITS OF THE PROJECT WILL BE SUPPORTED AND PROTECTED AGAINST DAMAGE DURING CONSTRUCTION. 7.THE CONTRACTOR SHALL ADJUST ALL EXISTING OCU MAINS AND FACILITIES IN CONFLICT WITH NEW GRADE, NEW OR ALTERED ROADWAYS, SIDEWALKS, DRIVEWAYS, CURBS, OR STORM WATER IMPROVEMENTS. OCU FACILITIES TO BE ADJUSTED INCLUDE, BUT ARE NOT LIMITED TO; PIPELINES, PUMP STATIONS, VALVE BOXES, AIR RELEASE VALVES, FIRE HYDRANTS, MANHOLE COVERS, AND METERS. ALL ADJUSTMENTS SHALL BE MADE TO CURRENT STANDARDS. 8.ONLY OCU PERSONNEL SHALL OPERATE EXISTING OCU WATER, WASTEWATER, AND RECLAIMED WATER VALVES. THE CONTRACTOR IS RESPONSIBLE FOR OPERATING ANY NEWLY INSTALLED VALVE THAT HAS NOT BEEN CLEARED FOR USAGE BY FDEP AND OCU. THE CONTRACTOR SHALL COORDINATE VALVE OPERATION WITH THE OCU INSPECTOR. FOR OPERATION OF MAINS NOT OWNED BY OCU, IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE WITH THE APPROPRIATE UTILITY REPRESENTATIVE. 9.CONSTRUCTION ACTIVITIES SHALL NOT CAUSE INTERRUPTIONS IN WATER, WASTEWATER, OR RECLAIMED WATER SERVICE. THE CONTRACTOR SHALL COORDINATE PRE-APPROVED INTERRUPTIONS OF SERVICE WITH THE OCU INSPECTOR 7 WORKING DAYS IN ADVANCE AND WRITTEN NOTICE SHALL BE GIVEN TO AFFECTED CUSTOMERS AT LEAST 4 WORKING DAYS IN ADVANCE. 10.THE CONTRACTOR SHALL PROVIDE FOR BYPASSING AND / OR HAULING OF WASTEWATER DURING APPROVED INTERRUPTIONS OF WASTEWATER FLOWS AND CONNECTIONS. THE CONTRACTOR SHALL SUBMIT A BYPASS OR HAUL PLAN, REVIEWED AND APPROVED BY A PROFESSIONAL ENGINEER TO OCU DEVELOPMENT ENGINEERING AND TO THE INSPECTOR FOR APPROVAL PRIOR TO IMPLEMENTATION BY CONTRACTOR. 11.ALL VALVES INSTALLED AS PART OF THIS CONSTRUCTION PROJECT SHALL REMAIN CLOSED DURING CONSTRUCTION. KEEP VALVES ON ALL WET TAPS CLOSED UNTIL CLEARED BY FDEP. DO NOT CONNECT NEWLY CONSTRUCTED WATER MAINS TO ANY EXISTING WATER MAINS UNLESS CLEARED BY FDEP AND OCU. 12.THE CONTRACTOR SHALL PROVIDE A JUMPER ASSEMBLY WITH AN APPROVED BACKFLOW PREVENTER FOR MAKING TEMPORARY CONNECTIONS TO AN EXISTING POTABLE WATER SOURCE IN ORDER TO CHLORINATE AND FLUSH NEW WATER MAINS WITH POTABLE WATER. ANY TEMPORARY POTABLE WATER CONNECTIONS TO RECLAIMED WATER OR FORCE MAIN SHALL ALSO BE EQUIPPED WITH AN APPROVED BACKFLOW PREVENTER. 13.FOR PVC PIPE, NO JOINT DEFLECTION OR PIPE BENDING IS ALLOWED. ALIGNMENT CHANGE SHALL BE MADE ONLY WITH FITTINGS. 14.FOR DIP PIPE, LONG RADIUS CURVES, EITHER HORIZONTAL OR VERTICAL, MAY BE INSTALLED WITH STANDARD PIPE BY DEFLECTIONS AT THE JOINTS. MAXIMUM DEFLECTIONS AT PIPE JOINTS, FITTINGS AND LAYING RADIUS FOR THE VARIOUS PIPE LENGTHS SHALL NOT EXCEED 75 PERCENT OF THE PIPE MANUFACTURER'S RECOMMENDATION. 15.FOR APPROVED PVC OR HDPE PIPE USED IN A HORIZONTAL DIRECTIONAL DRILL INSTALLATION, THE CURVATURE AND/OR DEFLECTION SHALL NOT EXCEED THE PARAMETERS ESTABLISHED IN THIS MANUAL. 16.ALL DAMAGE TO ORANGE COUNTY INFRASTRUCTURE, PIPELINES, AND ASSETS SHALL BE REPAIRED IMMEDIATELY BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE WITH AN APPROVED METHOD BY THE COUNTY. IF THE REPAIR IS NOT PERFORMED IN A TIMELY MANNER, AS DETERMINED BY THE ORANGE COUNTY UTILITY INSPECTOR, ORANGE COUNTY MAY PERFORM REPAIRS AND THE CONTRACTOR WILL BE CHARGED FOR ALL EXPENSES ASSOCIATED WITH THE REPAIR. 17.THE CONTRACTOR SHALL BE LIABLE FOR ANY AND ALL SANITARY SEWER OVERFLOWS (SSO) ASSOCIATED WITH THE WORK, REGARDLESS OF FAULT. THE CONTRACTOR WILL BE ASSESSED PENALTIES FOR ANY AND EACH SSO AS SPECIFIED IN SECTION 3110, GENERAL CONSTRUCTION REQUIREMENTS. NOTE: THE EXISTING MAINS ALONG MCCORMICK ROAD SHALL BE PROTECTED AND PRESERVED. DATE: October 10, 2021 N/A CONSTRUCTION NOTES 1 A 2 3 4 5 6 7 8 9 B C D E F A B C D E F 1 2 3 4 5 6 7 8 9 DRAWN BY: JOB NO.: VERTICAL DATUM: CHECKED BY: DESIGNED BY: SCALE IN FEET: APPROVED BY: Poulos & Bennett, LLC DATE:2602 E. Livingston St., Orlando, FL 32803 Tel. 407.487.2594 www.poulosandbennett.com Eng. Bus. No. 28567 07/07/2023 SUBMIT TO CITY OF OCOEE, SJRWD, & OCU DATE:NO.DESCRIPTIONS: SUBMISSIONS/REVISIONS Project Name: Sheet Title: Sheet No.: Seal: Key Map: Jurisdiction:November 27, 2023This item has been electronically signed and sealed by Joel Andrew Ivey on the date adjacent to the seal using a SHA authentication code. Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies.J. ANDREW IVEYP.E. NO. 0086607REENIGNELANOISSEFORPA DIROLFNo. 86607STATE OFESNECILJ. ANDREW IVE Y C0.02 NAVD 88 20-159 JAI PV JAI MDS WYNWOOD- PHASES 3 & 4 CITY OF OCOEE, FL 1 10/04/2023 SUBMIT TO CITY OF OCOEE, SJRWD, & OCU 2 11/27/2023 SUBMIT TO CITY OF OCOEE, & OCU Page 44 of 309 N.T.S. CONDITIONS OF APPROVAL FOR WYNWOOD PUD 1 A 2 3 4 5 6 7 8 9 B C D E F A B C D E F 1 2 3 4 5 6 7 8 9 DRAWN BY: JOB NO.: VERTICAL DATUM: CHECKED BY: DESIGNED BY: SCALE IN FEET: APPROVED BY: Poulos & Bennett, LLC DATE:2602 E. Livingston St., Orlando, FL 32803 Tel. 407.487.2594 www.poulosandbennett.com Eng. Bus. No. 28567 07/07/2023 SUBMIT TO CITY OF OCOEE, SJRWD, & OCU DATE:NO.DESCRIPTIONS: SUBMISSIONS/REVISIONS Project Name: Sheet Title: Sheet No.: Seal: Key Map: Jurisdiction:November 27, 2023This item has been electronically signed and sealed by Joel Andrew Ivey on the date adjacent to the seal using a SHA authentication code. Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies.J. ANDREW IVEYP.E. NO. 0086607REENIGNELANOISSEFORPA DIROLFNo. 86607STATE OFESNECILJ. ANDREW IVE Y C1.00 NAVD 88 20-159 JAI PV JAI MDS WYNWOOD- PHASES 3 & 4 CITY OF OCOEE, FL 1 10/04/2023 SUBMIT TO CITY OF OCOEE, SJRWD, & OCU 2 11/27/2023 SUBMIT TO CITY OF OCOEE, & OCU Page 45 of 309 N.T.S. CONDITIONS OF APPROVAL FOR WYNWOOD PUD 1 A 2 3 4 5 6 7 8 9 B C D E F A B C D E F 1 2 3 4 5 6 7 8 9 DRAWN BY: JOB NO.: VERTICAL DATUM: CHECKED BY: DESIGNED BY: SCALE IN FEET: APPROVED BY: Poulos & Bennett, LLC DATE:2602 E. Livingston St., Orlando, FL 32803 Tel. 407.487.2594 www.poulosandbennett.com Eng. Bus. No. 28567 07/07/2023 SUBMIT TO CITY OF OCOEE, SJRWD, & OCU DATE:NO.DESCRIPTIONS: SUBMISSIONS/REVISIONS Project Name: Sheet Title: Sheet No.: Seal: Key Map: Jurisdiction:November 27, 2023This item has been electronically signed and sealed by Joel Andrew Ivey on the date adjacent to the seal using a SHA authentication code. Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies.J. ANDREW IVEYP.E. NO. 0086607REENIGNELANOISSEFORPA DIROLFNo. 86607STATE OFESNECILJ. ANDREW IVE Y C1.01 NAVD 88 20-159 JAI PV JAI MDS WYNWOOD- PHASES 3 & 4 CITY OF OCOEE, FL 1 10/04/2023 SUBMIT TO CITY OF OCOEE, SJRWD, & OCU 2 11/27/2023 SUBMIT TO CITY OF OCOEE, & OCU Page 46 of 309 SCHOOLSCHOOLXINGTRAILTRAILXING38 31 12 13 11 112 113 114 118 117 116 115 110 96 575655 51 49 100 545352 50 4847 88 5 6 7 8 92 93 94 95 98 97 99 62 66 44 43 42 41 40 39 36 37 35 27 28 29 30 33 32 34 21 10 20 19 46 9 45 119 120 121 111 108 107 106 105 104 109 18 16 17 15 14 7069 737271 84 85 86 79 80 81 82 83 74 75 76 77 78 89 90 91 22 3 2 1 67 65 63 64 68 87 58 101 102 103 61 60 59 135127134 126 133 125 132 124 131 123 144 130 122 143 129 142 128 141 136 137 138 150 149 148 147 146 145 152 151 153 154 155 156 4 161 169 162 170 163 171 164 172 157 165 173 158 166 159 167 160 168 174 175 176 177 178 179 180 190 187 186 188 189 182 181 185 184 183 140 139 23 26 24 25 PHASE 1 PHASE 4 PHASE 4 PHASE 3 PHASE 2PHASE 3BREAM LAKE APPROXIMATE LOCATION OF EXISTING 0.32 AC. DITCH TO REMAIN 120' 21' +/- ROW DEDICATION 0.21 +/- AC. 30' ROW DEDICATION (TYP.) 1.52 Ac.PHASE 1PHASE 2 PHASE 2 PHASE 1 PHASE LINE (TYP.) PHASE LINE (TYP.) PROPERTY BOUNDARY (TYP.) OS-5 OPEN SPACE TRACT (11.43 Ac.) SW-5 STORMWATER TRACT (1.57 Ac.) OS-4 OPEN SPACE TRACT (2.71 Ac.) P-3 PARK TRACT (1.86 Ac.) SW-4 STORMWATER TRACT (3.72 Ac.) LS-1 LIFT STATION TRACT (0.06 Ac.) SW-2 STORMWATER TRACT (5.10 Ac.) P-2 PARK TRACT (0.19 Ac.) OS-3 OPEN SPACE TRACT (13.74 Ac.) SW-2A STORMWATER TRACT (4.03 Ac.) OS-6 OPEN SPACE TRACT (0.97 Ac.) SW-1 STORMWATER TRACT (1.84 Ac.) OS-2 OPEN SPACE TRACT (8.38 Ac.)OS-1 OPEN SPACE TRACT (5.42 Ac.) P-1 PARK TRACT (0.80 Ac.) 34-21-28-0000-00-005 Walter & Susan Adams 34-21-28-0000-00-020 James E. Sweazy PHASE LINE (TYP.) 34-21-28-0000-00-057 TIITF PROJECT BOUNDARY (TYP.) PROJECT BOUNDARY (TYP.) 34-21-28-0000-00-030 Bao An Buddhist Center Inc. 34-21-28-0000-00-083 Clarcona Community Center 34-21-28-0000-00-084 Clarcona Improvement Assoc. Inc. 28-21-28-0000-00-111 Orange County BCC 34-21-28-0000-00-031 TIITF 25' MIN. UPLAND BUFFER 25' MIN. UPLAND BUFFER A-1 A-1 A-1 A-1 A-1 A-1 A-1 PROJECT BOUNDARY (TYP.)PHASE 4PHASE 3PHASE 2 (15' MIN/25' AVG.) UPLAND BUFFER PHASE LINE (TYP.) PROJECT BOUNDARY (TYP.) 33-21-28-0000-00-005 Barry A. Reiter Gretchen R.H. Vose Parcel 33-21-28-0000-00-006 Estate of David Rokowski A-1 A-1 A-1 33-21-28-0000-00-030 Walter & Susan Adams 339 338 337 259 260 261 334 335 336 258 257 253 254 255 256 252 251 250 249 248 247 244 243 246 245 242 340 363350 342 349 341 348 347 346 345 344 359 351 343 355354353 352 358357356 360 361 365 362 363 364 366 367 371 372 373 376 375 369 370 374 368 284 286 287 288 285 289 293 292 294 298297295296299283 279 278 277 280 276 281 282 196 197 191 193 194 195 192 198 199 202 205 204 203 201 200 210 209 208 206 207 212 211 213 214 220 219 218 217 216 215 228 227 226 223 222 225 224 221 232 230 231 229 236237238239240241 233 234235307309308304305306275300301302303 273274319318317316272271270312311310315314313327 329 330 332 264 262 263 328 326 325 324 323 322 321 320 269 267265 333 268 266 331 SW-3 STORMWATER TRACT (1.21 Ac.) OS-12 OPEN SPACE TRACT (0.11 Ac.) SW-3A STORMWATER ACCESS TRACT (0.09 Ac.) SW-6 STORMWATER TRACT (5.16 Ac.) TRACT C-1 WETLAND CONSERVATION TRACT (16.76 Ac.) OS-9 OPEN SPACE TRACT (1.68 Ac.) P-5 PARK TRACT (4.43 Ac.) OS-10 OPEN SPACE TRACT (6.07 Ac.) P-4 PARK TRACT (0.24 Ac.) OS-8 OPEN SPACE TRACT (0.66 Ac.) SW-7 STORMWATER TRACT (2.51 Ac.) P-6 PARK TRACT (0.52 Ac.) OS-11 OPEN SPACE TRACT (0.77 Ac.) TRACT C-2 WETLAND CONSERVATION TRACT (13.60 Ac.) 290 291 MAIL KIOSK (0.01 Ac.) TRACT C-3 WETLAND CONSERVATION TRACT (1.29 Ac.) 28-21-28-0000-00-010 Orange County BCC 34-21-28-0000-00-105 New Destiny Christian Center Church Inc. 28-21-28-0000-00-012 Orange County BCC P-DP-D P-DA-1 34-21-28-0000-00-004 NEW DESTINY CHRISTIAN CENTER CHURCH INC. A-1 OS-7 OPEN SPACE TRACT (0.02 Ac.) PHASE 1 Variable Width Publi c R i g h t - o f - w a y (Abandoned csx Railr o a d C o r r i d o r ) 14'± wide Asphalt tr a i l Clarconaroad Road( North Apoka-Wetland Road )Variable Width Public Right-of-wayTROUT LAKE 377 30' D.E. 20' D.E.PHASE 1PHASE 4Ash w o o d B l u f f D r i v e Ashw o o d B l u f f D r i v e Spineywood CourtBaywood Flower Way S p i n e y w o o d C o u r t Briarwoo d G r o v e L a n e Briarwood Grove LaneWest Orange Tr a i l Ashwood Bluff D r i v e McCormick Road Wynwood Forest LaneWynwood Forest LaneGreenwoo d O a k D r i v e Green w o o d O a k Dri v e Coachw o o d D r i v e Coachwood Drive Coachw o o d D r i v eWynwood Forest LaneBriarwood Grove LaneI s lewood Cou r tSandalwood Isle WayWynwood Forest LaneSandalwood I s le WayGreenwood Oak Drive11 9 9 10 9 1" =150' OVERALL MASTER SITE PLAN SCALE IN FEET 075 150 300 1 A 2 3 4 5 6 7 8 9 B C D E F A B C D E F 1 2 3 4 5 6 7 8 9 DRAWN BY: JOB NO.: VERTICAL DATUM: CHECKED BY: DESIGNED BY: SCALE IN FEET: APPROVED BY: Poulos & Bennett, LLC DATE:2602 E. Livingston St., Orlando, FL 32803 Tel. 407.487.2594 www.poulosandbennett.com Eng. Bus. No. 28567 07/07/2023 SUBMIT TO CITY OF OCOEE, SJRWD, & OCU DATE:NO.DESCRIPTIONS: SUBMISSIONS/REVISIONS Project Name: Sheet Title: Sheet No.: Seal: Key Map: Jurisdiction:November 27, 2023This item has been electronically signed and sealed by Joel Andrew Ivey on the date adjacent to the seal using a SHA authentication code. Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies.J. ANDREW IVEYP.E. NO. 0086607REENIGNELANOISSEFORPA DIROLFNo. 86607STATE OFESNECILJ. ANDREW IVE Y C2.00 NAVD 88 20-159 JAI PV JAI MDS WYNWOOD- PHASES 3 & 4 CITY OF OCOEE, FL 1 10/04/2023 SUBMIT TO CITY OF OCOEE, SJRWD, & OCU 2 11/27/2023 SUBMIT TO CITY OF OCOEE, & OCU PARCEL 804 (DRAINAGE EASEMENT) PER BK 4029, PG 1550 & BK 3921, PG 117 PARCEL 49 (40' WIDE UTILITY EASEMENT) PER BK 9923, PG 9176 10' WIDE FLORIDA POWER CORPORATION EASEMENT PER BK 3737, PG 1328 10' WIDE FLORIDA POWER CORPORATION EASEMENT PER BK 3737, PG 1328 TO BE VACATED Page 47 of 309 N/A SITE DATA MISL DATA 1.SUPPORT SERVICES: WATER SERVICE: THE DOMESTIC WATER DEMAND FOR THE PROJECT WILL BE SUPPLIED BY ORANGE COUNTY UTILITIES. THERE IS A 24" EXISTING WATERMAIN ON THE NORTH SIDE OF McCORMICK ROAD. THE PROJECTS FIRE FLOW REQUIREMENTS WILL BE PROVIDED BY ON-SITE WATER DISTRIBUTION MAINS AND HYDRANTS DESIGNED IN ACCORDANCE WITH ORANGE COUNTY'S FIRE FLOW DETERMINATION AND FIRE HYDRANT SPACING STANDARD 6006 AND NFPA ANNEX H & I. SANITRAY SEWER SERVICE: THE SANITARY WASTEWATER WILL FLOW VIA ON-SITE GRAVITY MAINS TO AN ON-SITE LIFT STATION. A PROPOSED FORCEMAIN WILL CONNECT TO AN EXISTING ORANGE COUNTY WASTEWATER FORCEMAIN ON McCORMICK ROAD. RECLAIMED WATER SERVICE: THE ON-SITE RECLAIMED WATER SYSTEM WILL CONNECT TO AN EXISTING ORANGE COUNTY UTILITIES RECLAIMED WATER SYSTEM ON McCORMICK ROAD. STORMWATER MANAGEMENT: THE PROJECT STORMWATER MANAGEMENT, WATER QUALITY TREATMENT AND WATER QUANTITY ATTENUATION, WILL BE PROVIDE FOR IN THE PROPOSED ON SITE PONDS. THE PROPERTY CAN BE DEVELOPED WITH A MAXIMUM OF 70% IMPERVIOUS COVERAGE.THE PROPOSED PONDS WILL BE PART OF THE MASTER DRAINAGE SYSTEM . THIS WILL PROVIDE COMPLIANCE WITH THE MOST STRINGENT CRITERIA BETWEEN THE CITY OF OCOEE AND THE ST. JOHNS RIVER WATER MANAGEMENT DISTRICT. THE INLET-PIPE COLLECTION SYSTEM WILL UTILIZE THE PERMITTED DESIGN STAGES AS REQUIRED BY THE CITY OF OCOEE FOR SYSTEM TAILWATER TO ENSURE THAT ADEQUATE CONVEYANCE IS PROVIDED FOR. General Notes Ownership / Maintenance Roadways Public To Be Owned & Maintained By City Of Ocoee Storm System Public To Be Owned & Maintained By City Of Ocoee Sanitary Sewer Public To Be Owned & Maintained By Orange County Potable Water Public To Be Owned & Maintained By Orange County Park/Recreation Tracts Private To Be Owned & Maintained By HOA Open Space Tracts Private To Be Owned & Maintained By HOA Parallel Parking Easement Private To Be Owned & Maintained By HOA Miscellaneous Potable Water Services Orange County Utilities Division Reclaim Services See Note Below Wastewater Services Orange County Utilities Division Electric Services Duke Energy Fire Protection Orange County General Site Data Project Site Area 193.22 Ac. Total Wetlands/Surface Waters Preserved 31.65 Ac. Net Developable Acres 161.57 Ac. Proposed Dwelling Units: Phases 1 & 2 190 DU & 1 Ammenity Center Phases 3 & 4 187 DU Density 2.33 Units/Ac. Zoning PUD-LD Existing Land Use Vacant Proposed Land Use Single-Family Residential Future Land Use Rural Building & Lot Data SINGLE FAMILY DETACHED Max. Building Height (3 stories)45'-0" Building Setbacks: Front 15'/7' Porch Street Side 10' Interior Side 5' Rear 20' McCormick Road 25' Apopka Vineland- Clarcona Road 50' PD Perimeter 25' Perimeter From Adjacent Buildings 50' Min. Lot Width 40' Min. Lot Depth 110' Maximum Impervious Coverage 70% Net Land Area Maximum Coverage All Buildings 30% Min. Living Area Required 1,200 S.F. Phasing The project will be constructed in 2 phases. Tree Survey Survey prepared by ASM dated 01/08/2020. Boundary Survey Survey prepared by ASM dated 03/15/2017. Vertical Datum NAVD88 Landscape Final landscape plans are required to be submitted for review and approval prior to landscape construction. Landscape plans to be in accordance with City of Ocoee. Garbage Pickup Units to be picked up at front right of way. Lighting Lighting shall comply with City of Ocoee Code. Fire Protection 1. Fire hydrants shall be installed so that the design and calculation meet the requirements in City Of Ocoee subdivision regulations. 2. Fire access shall be from the front of the proposed dwelling units. 3. Fire hydrants shall be placed no farther than 500' apart, measured along the roadway. No building intended for occupancy shall exceed 250' from the nearest fire hydrant. 4. During construction, when combustibles are brought on to the site, access roads and a suitable temporary or permanent supply of water acceptable to the fire department shall be provided and maintained chapter 16, NFPA 1 2018 Edition (FFPC 2015 Edition). Miscellaneous 1. Any existing septic tanks or wells shall be properly abandoned prior to earthwork or construction. Permits shall be applied for and issued by the appropriate agencies. 2. All acreages are subject to change with final engineering and final plat review and approval. Water Generation Units Gallons Per ERC Per Day Projected Potable Water Demand (Gallons Per Day) 377 350 132,300 Waste Water Generation Units Gallons Per ERC Per Day Projected Potable Water Demand (Gallons Per Day) 377 300 113,400 School Demand School Student Generation Rate Proposed Dwelling Units Projected Student Population Prarie Lake Elem.0.191 377 72 Ocoee M.S.0.095 377 36 Wekiva H.S.0.131 377 50 Residential Trip Generation Use ITE Code Dwelling Units Daily Trip Rate Daily Trips PM Peak Trip Rate PM Trips Single Family 210 377 9.07 3,419 0.92 346 Trip Generation Rates Based On The ITE Trip Generation Handbook - 11th Edition. Park/Recreation Space Calculations Recreational Area Required = 5.00 Acres/ Per 1000 Population 377 Units X (3 Residents/Unit) X 5 Acres/1000 Residents = 5.66 Acres Required Recreational Area = 5.66 Acres Recreational Area Provided Tract ID Acreage P-1 (Amenity Center)0.80 P-2 0.19 P-3 1.86 P-4 0.24 P-5 4.43 P-6 0.52 Total 8.04 NOTE: PROPOSED DEVELOPMENT WILL PROVIDE IN EXCESS OF THE MIN. REQUIRED 5% AS REQUIRED IN POLICY 7.7 Open Space Tract OPEN SPACE AREA PROVIDED Tract ID Acreage OS-1 5.42 OS-2 8.38 OS-3 13.74 OS-4 2.71 OS-5 11.43 OS-6 0.97 OS-7 0.02 OS-8 0.66 OS-9 1.68 OS-10 6.07 OS-11 0.77 OS-12 0.11 Total 51.96 Stormwater Pond Tract STORMWATER POND TRACTS PROVIDED Tract ID Acreage SW-1 1.84 SW-2 5.10 SW-2A 4.03 SW-3 1.21 SW-3A 0.09 SW-4 3.72 SW-5 1.57 SW-6 5.16 SW-7 2.51 Total 25.23 Open Space Requirements (1) REQUIRED PROVIDED Land Use Developable Acres Required PD Percentage Of Open Space By LDC Section 4-5 (L)(3) Park Tracts Wetland Open Space Tracts Stormwater Tracts Total Open Space Provided Single Family 193.22 25.00%48.31 8.04 31.65 51.96 25.23 116.88 Open Space Required 48.31 Open Space Provided 116.88 ENTRY SIGN NOTES: SIGNS IDENTIFYING A SUBDIVISION OR MULTI-FAMILY DEVELOPMENT MAY BE PERMITTED AT EACH ENTRANCEWAY SUBJECT TO THE FOLLOWING CONDITIONS: 1.MAXIMUM SIGN AREA PER FACE - EIGHTEEN SQUARE FEET, OR TWO SQUARE FEET OF SIGN AREA FOR EACH DWELLING UNIT UP TO NINE UNITS (WHICHEVER IS MORE RESTRICTIVE). 2.MAXIMUM HEIGHT OF SIGN - SIX FEET ABOVE ESTABLISHED LOT GRADE. 3.SIGNS SHALL BE LOCATED WITHIN 30 FEET OF AN ENTRANCEWAY AS FOLLOWS: - WALL-MOUNTED, ONE FACE ON EACH SIDE OF THE ENTRANCEWAY, MOUNTED FLAT AGAINST THE ENTRANCEWAY WALL. - GROUND-MOUNTED, ONE FACE OR TWO FACE BACK-TO-BACK OR V WITH MAXIMUM 45 DEGREE ANGLE. NOTE: IRRIGATION IS PROVIDED BY POTABLE WATER AS NO RECLAIMED WATER IS AVAILABLE IN THE VICINITY OF THE PROJECT SITE. Street Names Street 'A'Wynwood Forest Lane Street 'B'Greenwood Oak Drive Street 'C'Coachwood Drive Street 'D'Briarwood Grove Lane Street 'E'Sandalwood Isle Way Street 'F'Islewood Court Street 'G'Spineywood Court Street 'H'Ashwood Bluff Drive Street 'I'Baywood Flower Way 1 A 2 3 4 5 6 7 8 9 B C D E F A B C D E F 1 2 3 4 5 6 7 8 9 DRAWN BY: JOB NO.: VERTICAL DATUM: CHECKED BY: DESIGNED BY: SCALE IN FEET: APPROVED BY: Poulos & Bennett, LLC DATE:2602 E. Livingston St., Orlando, FL 32803 Tel. 407.487.2594 www.poulosandbennett.com Eng. Bus. No. 28567 07/07/2023 SUBMIT TO CITY OF OCOEE, SJRWD, & OCU DATE:NO.DESCRIPTIONS: SUBMISSIONS/REVISIONS Project Name: Sheet Title: Sheet No.: Seal: Key Map: Jurisdiction:November 27, 2023This item has been electronically signed and sealed by Joel Andrew Ivey on the date adjacent to the seal using a SHA authentication code. Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies.J. ANDREW IVEYP.E. NO. 0086607REENIGNELANOISSEFORPA DIROLFNo. 86607STATE OFESNECILJ. ANDREW IVE Y C2.01 NAVD 88 20-159 JAI PV JAI MDS WYNWOOD- PHASES 3 & 4 CITY OF OCOEE, FL 1 10/04/2023 SUBMIT TO CITY OF OCOEE, SJRWD, & OCU 2 11/27/2023 SUBMIT TO CITY OF OCOEE, & OCU Tract Table & Ownership & Maitenance TRACT NAME OWNERSHIP & MAINTENANCE PURPOSE SIZE (AC.) OS-1 To Be Owned & Maintained By HOA Open Space Tract 5.42 OS-2 To Be Owned & Maintained By HOA Open Space Tract 8.38 OS-3 To Be Owned & Maintained By HOA Open Space Tract 13.74 OS-4 To Be Owned & Maintained By HOA Open Space Tract 2.71 OS-5 To Be Owned & Maintained By HOA Open Space Tract 11.43 OS-6 To Be Owned & Maintained By HOA Open Space Tract 0.97 OS-7 To Be Owned & Maintained By HOA Open Space Tract 0.02 OS-8 To Be Owned & Maintained By HOA Open Space Tract 0.22 OS-9 To Be Owned & Maintained By HOA Open Space Tract 1.68 OS-10 To Be Owned & Maintained By HOA Open Space Tract 6.07 OS-11 To Be Owned & Maintained By HOA Open Space Tract 0.77 OS-12 To Be Owned & Maintained By HOA Open Space Tract 0.11 P-1 To Be Owned & Maintained By HOA Park Tract 0.80 P-2 To Be Owned & Maintained By HOA Park Tract 0.19 P-3 To Be Owned & Maintained By HOA Park Tract 1.86 Tract Table & Ownership & Maitenance P-4 To Be Owned & Maintained By HOA Park Tract 0.24 P-5 To Be Owned & Maintained By HOA Park Tract 4.43 P-6 To Be Owned & Maintained By HOA Park Tract 0.52 SW-1 To Be Owned & Maintained By HOA Stormwater Tract 1.84 SW-2 To Be Owned & Maintained By HOA Stormwater Tract 5.10 SW-2A To Be Owned & Maintained By HOA Stormwater Tract 4.03 SW-3 To Be Owned & Maintained By HOA Stormwater Tract 1.27 SW-3A To Be Owned & Maintained By HOA Stormwater Tract 0.09 SW-4 To Be Owned & Maintained By HOA Stormwater Tract 3.69 SW-5 To Be Owned & Maintained By HOA Stormwater Tract 1.57 SW-6 To Be Owned & Maintained By HOA Stormwater Tract 5.16 SW-7 To Be Owned & Maintained By HOA Stormwater Tract 2.51 C-1 To Be Owned & Maintained By HOA Conservation Tract 16.76 C-2 To Be Owned & Maintained By HOA Conservation Tract 13.60 C-3 To Be Owned & Maintained By HOA Conservation Tract 1.29 LS-1 To Be Owned & Maintained by Orange County Lift Station Tract 0.06 Page 48 of 309 N.T.S. TITLE OPINION 1 A 2 3 4 5 6 7 8 9 B C D E F A B C D E F 1 2 3 4 5 6 7 8 9 DRAWN BY: JOB NO.: VERTICAL DATUM: CHECKED BY: DESIGNED BY: SCALE IN FEET: APPROVED BY: Poulos & Bennett, LLC DATE:2602 E. Livingston St., Orlando, FL 32803 Tel. 407.487.2594 www.poulosandbennett.com Eng. Bus. No. 28567 07/07/2023 SUBMIT TO CITY OF OCOEE, SJRWD, & OCU DATE:NO.DESCRIPTIONS: SUBMISSIONS/REVISIONS Project Name: Sheet Title: Sheet No.: Seal: Key Map: Jurisdiction:November 27, 2023This item has been electronically signed and sealed by Joel Andrew Ivey on the date adjacent to the seal using a SHA authentication code. Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies.J. ANDREW IVEYP.E. NO. 0086607REENIGNELANOISSEFORPA DIROLFNo. 86607STATE OFESNECILJ. ANDREW IVE Y C2.02 NAVD 88 20-159 JAI PV JAI MDS WYNWOOD- PHASES 3 & 4 CITY OF OCOEE, FL 1 10/04/2023 SUBMIT TO CITY OF OCOEE, SJRWD, & OCU 2 11/27/2023 SUBMIT TO CITY OF OCOEE, & OCU Page 49 of 309 West Orange T r a i l Clarconaroad Road( North Apoka-Wetland Road )McCormick Road Coachw o o d D r i v e 30' ROW DEDICATION (TYP.) 1.52 Ac. SW-3 STORMWATER TRACT (1.21 Ac.) P-2 PARK TRACT (0.19 Ac.)OS-11 OPEN SPACE TRACT (0.77 Ac.) SW-4 STORMWATER TRACT (3.72 Ac.) LS-1 LIFT STATION TRACT (0.06 Ac.) SW-2 STORMWATER TRACT (5.10 Ac.) OS-1 OPEN SPACE TRACT (5.42 Ac.) SW-1 STORMWATER TRACT (1.84 Ac.) OS-3 OPEN SPACE TRACT (13.74 Ac.) SW-2A STORMWATER TRACT (4.03 Ac.) OS-4 OPEN SPACE TRACT (2.71 Ac.) P-3 PARK TRACT (1.86 Ac.) SW-5 STORMWATER TRACT (1.57 Ac.) OS-5 OPEN SPACE TRACT (11.43 Ac.) P-1 PARK TRACT (0.80 Ac.) OS-6 OPEN SPACE TRACT (0.97 Ac.) TRACT C-3 WETLAND CONSERVATION TRACT (1.29 Ac.) TRACT C-2 WETLAND CONSERVATION TRACT (13.60 Ac.) TRACT C-1 WETLAND CONSERVATION TRACT (16.76 Ac.) OS-7 OPEN SPACE TRACT (0.02 Ac.) OS-2 OPEN SPACE TRACT (8.38 Ac.) OS-2 OPEN SPACE TRACT (8.38 Ac.) MAIL KIOSK (0.01 Ac.) Greenwoo d O a k D r i v e Green w o o d O a k D ri v e Coach w o o d D ri v e Coachw o o d D ri v eGreenwood Oak DriveWynwood Forest LaneBriarwood Grove LaneIslewood Cour tSandalwood Isle WayWynwood Forest LaneSanda lwood I s le W ay Sp i n e y w o o d C o u r tSpineywood CourtBriarw o o d G r o v e L a n eWynwood Forest Lane Baywood Flower WayBriarwoodGrove LaneAshw o o d B l u f f D r i v e Ashwood Bluff DriveGreenwood OakDriveAshw o o d B l u f f D r i v e Variable Width Publi c R i g h t - o f - w a y (Abandoned csx Railr o a d C o r r i d o r ) 14'± wide Asphalt tr a i l Variable Width Public Right-of-way25' MIN. UPLAND BUFFER 25' MIN. UPLAND BUFFER PROJECT BOUNDARY (TYP.) PROJECT BOUNDARY (TYP.) PHASE LINE (TYP.) PROJECT BOUNDARY (TYP.) PHASE 1 PHASE 4 PHASE 2PHASE 3PHASE 1 PHASE 1PHASE 2PHASE 2 PHASE 1 33-21-28-0000-00-006 Estate of David Rokowski 33-21-28-0000-00-030 Walter & Susan Adams 34-21-28-0000-00-030 Bao An Buddhist Center Inc. 34-21-28-0000-00-083 Clarcona Community Center 34-21-28-0000-00-084 Clarcona Improvement Assoc. Inc. 34-21-28-0000-00-005 Walter & Susan Adams 34-21-28-0000-00-020 James E. Sweazy 28-21-28-0000-00-111 Orange County BCC 34-21-28-0000-00-031 TIITF A-1 A-1 A-1 A-1 A-1 A-1 A-1 A-1 A-134-21-28-0000-00-057 TIITFPHASE 4PHASE 3PHASE 2 (15' MIN/25' AVG.) UPLAND BUFFER 50'100'75'APPROXIMATE LOCATION OF EXISTING 0.32 AC. DITCH TO REMAIN PHASE 4 PHASE 3 PHASE LINE (TYP.) 21' +/- ROW DEDICATION 0.21 +/- AC. BEGIN DOUBLE SILT FENCE END DOUBLE SILT FENCE PHASE LINE (TYP.) PHASE 3 PHASE 4 PROJECT BOUNDARY (TYP.) PROPERTY BOUNDARY (TYP.) BREAM LAKE TROUT LAKE 28-21-28-0000-00-010 Orange County BCC 34-21-28-0000-00-105 New Destiny Christian Center Church Inc. 28-21-28-0000-00-012 Orange County BCC P-DP-D P-DA-1 34-21-28-0000-00-004 NEW DESTINY CHRISTIAN CENTER CHURCH INC. A-1 BEGIN DOUBLE SILT FENCE END DOUBLE SILT FENCE TREE PRESERVATION AREA SILT FENCE SILT FENCE SILT FENCE CONCRETE WASHOUT SEE DETAIL SHEET C2.11 TEMPORARY CONSTRUCTION ENTRANCE CONCRETE WASHOUT SEE DETAIL SHEET C2.11 1" = 150' STORMWATER POLLUTION PREVENTION PLAN SCALE IN FEET 075 150 300 1 A 2 3 4 5 6 7 8 9 B C D E F A B C D E F 1 2 3 4 5 6 7 8 9 DRAWN BY: JOB NO.: VERTICAL DATUM: CHECKED BY: DESIGNED BY: SCALE IN FEET: APPROVED BY: Poulos & Bennett, LLC DATE:2602 E. Livingston St., Orlando, FL 32803 Tel. 407.487.2594 www.poulosandbennett.com Eng. Bus. No. 28567 07/07/2023 SUBMIT TO CITY OF OCOEE, SJRWD, & OCU DATE:NO.DESCRIPTIONS: SUBMISSIONS/REVISIONS Project Name: Sheet Title: Sheet No.: Seal: Key Map: Jurisdiction:November 27, 2023This item has been electronically signed and sealed by Joel Andrew Ivey on the date adjacent to the seal using a SHA authentication code. Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies.J. ANDREW IVEYP.E. NO. 0086607REENIGNELANOISSEFORPA DIROLFNo. 86607STATE OFESNECILJ. ANDREW IVE Y C2.10 NAVD 88 20-159 JAI PV JAI MDS WYNWOOD- PHASES 3 & 4 CITY OF OCOEE, FL 1 10/04/2023 SUBMIT TO CITY OF OCOEE, SJRWD, & OCU 2 11/27/2023 SUBMIT TO CITY OF OCOEE, & OCU Erosion Legend Symbol Description PROPERTY BOUNDARY SILT FENCE (SILT FENCE TO BE INSTALLED PRIOR TO ANY DEMOLITION OR CONSTRUCTION ACTIVITIES) DOUBLE SILT FENCE (SILT FENCE TO BE INSTALLED PRIOR TO ANY DEMOLITION OR CONSTRUCTION ACTIVITIES) MAJOR CONTOUR MINOR CONTOUR PROPOSED DISTURBED AREA CONSTRUCTION ENTRANCE INLET PROTECTION STORM PIPE STORM MANHOLE INLET MITERED END SECTION DISTURBED AREA 52.27 Ac. Page 50 of 309 N.T.S. STORMWATER POLLUTION PREVENTION DETAILS SEED AND MULCH SPECIFICATIONS 1.WINTER (SEPTEMBER THROUGH JANUARY)PER ACRE A.RYE GRASS 30 POUNDS B.BAHIA GRASS (90% GREEN OR BETTER)70 POUNDS C.FERTILIZER 10-10-10 C.1.STAGE 1 (AT PLANTING)400 POUNDS C.2.STAGE 2 (AT GERMINATION)400 POUNDS 2.SPRING (FEBRUARY THROUGH MARCH)PER ACRE A.RYE GRASS 20 POUNDS B.BROWN TOP MILLET 20 POUNDS C.BAHIA GRASS (90% GREEN OR BETTER)70 POUNDS D.FERTILIZER 10-10-10 D.1.STAGE 1 (AT PLANTING)400 POUNDS D.2.STAGE 2 (AT GERMINATION)400 POUNDS 3.SUMMER (MARCH THROUGH AUGUST)PER ACRE A.BROWN TOP MILLET 35 POUNDS B.BAHIA GRASS (90% GREEN OR BETTER)70 POUNDS C.FERTILIZER 10-10-10 C.1.STAGE 1 (AT PLANTING)400 POUNDS C.2.STAGE 2 (AT GERMINATION)400 POUNDS EROSION CONTROL NOTES: 1.DURING CONSTRUCTION, THE CONTRACTOR SHALL TAKE ALL REASONABLE MEASURES TO INSURE AGAINST POLLUTING, SILTING OR DISTURBING TO SUCH AN EXTENT AS TO CAUSE AN INCREASE IN TURBIDITY TO THE EXISTING SURFACE WATERS. SUCH MEASURES SHALL BE APPROVED BY THE PROJECT ENGINEER AND MAY INCLUDE, BUT ARE NOT LIMITED TO, CONSTRUCTION OF TEMPORARY EROSION CONTROL STRUCTURES SUCH AS SEDIMENT BASINS, SEDIMENT CHECKS, OR SILT BARRIERS. 2.SODDING OF DETENTION PONDS SHOULD BE ACCOMPLISHED AS SOON AS POSSIBLE FOLLOWING COMPLETION OF GRADING TO MINIMIZE EROSION POTENTIAL. 3.AT A MINIMUM, THE RETENTION/DETENTION STORAGE AREAS MUST BE EXCAVATED TO ROUGH GRADE PRIOR TO BUILDING CONSTRUCTION OR PLACEMENT OF IMPERVIOUS SURFACE WITHIN THE AREA TO BE SERVED BY THOSE FACILITIES. TO PREVENT REDUCTION IN STORAGE VOLUME AND PERCOLATION RATES, ALL ACCUMULATED SEDIMENT MUST BE REMOVED FROM THE STORAGE AREAS PRIOR TO FINAL GRADING AND STABILIZATION. 4.IF DURING CONSTRUCTION, THE PROPOSED EROSION CONTROL SYSTEM DOES NOT PERFORM SATISFACTORILY, ALTERNATIVES AND ADDITIONAL METHODS OF PROTECTION SHALL BE IMPLEMENTED BY THE CONTRACTOR IN ORDER TO COMPLY WITH ST JOHNS RIVER WATER MANAGEMENT DISTRICT (SJRWMD) AND CITY OF OCOEE EROSION PROTECTION STANDARDS. CONTRACTOR IS ULTIMATELY RESPONSIBLE FOR ALL EROSION CONTROL COSTS INCLUDING ANY COSTS ASSOCIATED WITH COMPLIANCE ISSUES AND ENFORCEMENT ACTIONS. 5.THE CONTRACTOR WILL BE REQUIRED TO SUBMIT A DETAILED EROSION CONTROL PLAN TO CITY ENGINEER FOR REVIEW AND APPROVAL A MINIMUM OF TWO (2) WORKING DAYS PRIOR TO THE PRE-CONSTRUCTION MEETING. AT A MINIMUM, THE EROSION CONTROL PLAN SHALL PROPOSE SILT SCREEN OR STAKED HAY BALES AND TURBIDITY BARRIERS IN ACCORDANCE WITH THE CONSTRUCTION PLANS. 6.TWO (2) FOOT STRIP OF SOD SHALL BE PLACED BEHIND BACK OF CURB. 7.WORK SHALL BE DONE IN ACCORDANCE WITH EPA, FDEP, SJRWMD, AND CITY OF OCOEE BEST MANAGEMENT PRACTICES AND EROSION CONTROL SPECIFICATIONS. 8.THE CONTRACTOR IS RESPONSIBLE FOR APPLYING FOR AND OBTAINING A STORMWATER POLLUTION PREVENTION PLAN (SWPPP) FOR THE PROJECT. THE CONTRACTOR MUST THEN PERFORM ALL WORK IN ACCORDANCE WITH THE APPROVED SWPPP. 9.SILT SCREEN TO BE INSTALLED AROUND THE ENTIRE PROJECT AS SHOWN PRIOR TO CLEARING AND IS TO BE MAINTAINED AND REMAIN IN PLACE UNTIL CONSTRUCTION IS COMPLETE AND ADJACENT GRADES ARE STABILIZED. 10.DISTURBED AREAS NOT IDENTIFIED TO BE SODDED SHALL BE SEEDED & MULCHED (SEE SEED AND MULCH SPECIFICATIONS THIS SHEET) WITHIN 48 HOURS OF FINAL GRADING. 11.ALL EROSION CONTROL MEASURES SHALL BE PLACED PRIOR TO CONSTRUCTION. EROSION CONTROL SHALL CONFORM TO SJRWMD AND CITY OF OCOEE REQUIREMENTS. 12.LAND PREPARATION PROCESSES SHALL CONFORM TO SECTION V OF THE "STATE OF FLORIDA EROSION AND SEDIMENT CONTROL DESIGNER AND REVIEWER MANUAL" PREPARED FOR THE FLORIDA DEPARTMENT OF ENVIRONMENTAL REGULATION AND FLORIDA DEPARTMENT OF TRANSPORTATION, LATEST UPDATE : JULY 2013. 13.THE CONTRACTOR IS RESPONSIBLE FOR APPLYING FOR AND OBTAINING A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT PRIOR TO START OF ANY CLEARING OR CONSTRUCTION. 14.CONTRACTOR SHALL RETAIN COPIES OF DATA USED TO COMPLETE THE NOTICE OF INTENT TO CONSTRUCT (NOI), THE SWPPP, AND ALL REPORTS REQUIRED BY THE NPDES GENERIC PERMIT FOR A PERIOD OF AT LEAST THREE (3) YEARS FROM THE DATE THAT THE SITE IS FINALLY STABILIZED. SUCH REPORTS SHALL IDENTIFY ANY INCIDENTS OF NON-COMPLIANCE. 13.CONTRACTOR AND SUBCONTRACTOR(S) IDENTIFIED IN THE SWPPP SHALL SIGN THE CERTIFICATION STATEMENT CONTAINED IN PART V.E.2 OF THE GENERIC PERMIT BEFORE CONDUCTING ANY WORK IDENTIFIED IN THE SWPPP. 14.CONTRACTOR SHALL MAINTAIN A COPY OF THE SWPPP AT THE SITE FROM THE DATE OF PROJECT INITIATION TO THE DATE OF FINAL STABILIZATION. 15.CONTRACTOR SHALL AMEND THE SWPPP WHENEVER THERE IS A CHANGE IN DESIGN, CONSTRUCTION, OPERATION OR MAINTENANCE THAT MAY HAVE A SIGNIFICANT EFFECT ON THE POTENTIAL FOR OFF-SITE DISCHARGE OF POLLUTANTS, INCLUDING THE ADDITION OF OR CHANGE IN LOCATION OF DISCHARGE POINTS AND REVISION TO CONTROLS WHICH MAY HAVE PROVED TO BE INEFFECTIVE. 16.AMENDMENTS TO THE SWPPP SHALL INCLUDE IDENTIFYING ANY NEW CONTRACTOR AND/OR SUBCONTRACTOR THAT WILL IMPLEMENT A POLLUTION PREVENTION MEASURE. 17.AMENDMENTS TO THE SWPPP SHALL BE PREPARED, DATED AND KEPT AS ATTACHMENTS TO THE ORIGINAL PLAN. 18.THE SWPPP SHALL BE AMENDED TO REFLECT ANY CHANGE APPLICABLE TO PROTECTING SURFACE WATER RESOURCES IN SITE PERMITS APPROVED BY STATE, REGIONAL OR LOCAL OFFICIALS FOR WHICH CONTRACTOR RECEIVES WRITTEN NOTICE AND CONTRACTOR SHALL RE-CERTIFY THAT SUCH CHANGES RELATED TO SUCH WRITTEN NOTICE. 19.THE SWPPP SHALL BE MODIFIED TO REFLECT CORRECTIVE MEASURES TAKEN AS A RESULT OF REGULARLY SCHEDULED INSPECTIONS OR THOSE AFTER A ONE QUARTER (0.25) INCH OR GREATER RAINFALL. SUCH AMENDMENTS TO THE PLAN SHALL BE IMPLEMENTED WITHIN SEVEN (7) CALENDAR DAYS FOLLOWING INSPECTION. 20.CONTRACTOR SHALL REMAIN RESPONSIBLE FOR OPERATION AND MAINTENANCE OF POLLUTION PROTECTION MEASURES UNTIL CONSTRUCTION HAS BEEN COMPLETED IN SUBSTANTIAL CONFORMANCE WITH THE CONTRACT PLANS AND CERTIFIED AS SUCH BY POULOS & BENNETT, LLC, WHETHER OR NOT CONTRACTOR HAS SUBMITTED A NOTICE OF TERMINATION (NOT) TO FDEP. 21.WELLS IDENTIFIED FOR REMOVAL SHALL BE PLUGGED AND ABANDONDED IN ACCORDANCE WITH ALL STATE AND LOCAL REQUIREMENTS AND PERFORMED BY A LICENSED CONTRACTOR. CONTRACTOR TO VERIFY PERMITTING REQUIREMENTS WITH LOCAL GOVERNING AUTHORITY, INCLUDING WATER MANAGEMENT DISTRICT. CONTRACTOR SHALL REPORT ANY NEWLY CONSTRUCTED OR DISCOVERED WELLS, OR ADDITIONAL WELL DATA, WITHIN THE AREA OF WORK. ANY WELL CASING IN CLOSE PROXIMITY TO EXISTING OR PROPOSED STRUCTURES SHALL BE CUT OFF BELOW GRADE TO AN ELEVATION DETERMINED AND A LICENSED GEOTECHNICAL ENGINEER SHALL PROVIDE RECOMMENDATIONS FOR BACKFILL AND COMPACTION OVER THE AREA OF WORK. CONTRACTOR TO PROVIDE POST-CLOSURE REPORT TO ENGINEER. 22.CONSERVATION AREAS SHALL REMAIN UNDISTURBED AND THAT ALL CONSTRUCTION, DUMPING AND DISTURBANCE OF SOILS AND VEGETATION INCLUDING MOVING, TRIMMING AND REMOVAL IS PROHIBITED. 23.IN THE EVENT OF EXCESSIVE OFFSITE TRACKING, THE CONTRACTOR SHALL INSTALL ADDITIONAL MEASURES.FLOWF L OW SPILLWAY DIVERSION RIDGEEXISTING PAVED ROAD12' MIN. 50' MIN. PLAN SECTION A-A SEDIMENT BARRIER (SYNTHETIC BALE TYPE SHOWN) NOTE: USE SANDBAGS, SYNTHETIC BALES OR OTHER APPROVED METHODS TO CHANNEL RUNOFF AS REQUIRED. SUPPLY WATER TO WASH WHEELS AS NECESSARY NOTES: 1.THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY. THIS MAY REQUIRE TOP DRESSING, REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. 2.WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO PUBLIC RIGHTS-OF-WAY. 3.WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE THAT DRAIN INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. 4.TEMPORARY ACCESS TO BE CONSTRUCTED TO SUPPORT THE LOAD OF A FIRE APPARATUS. 2"- 3" COURSE AGGREGATE MIN 6" THICK EXISTING PAVED ROAD 2% OR GREATER FILTER FABRIC DIVERSION RIDGE REQUIRED WHERE GRADE EXCEEDS 2% A-A C2.10 TEMPORARY GRAVEL CONSTRUCTION ACCESS 8"15" TO 18"12" MIN.FILTER FABRIC SILT FLOW PRINCIPLE POST POSITION ELEVATION 6' MAX. 20°`(CANTED 20° TOWARD FLOW)3' OR MORENOTE: SILT FENCE TO BE PAID FOR UNDER THE CONTRACT UNIT PRICE FOR STAKED SILT FENCE (LF). TYPE III SILT FENCEVERTICALSILT FLOW DOUBLE SILT FENCE SECTION 20°` OPTIONAL POST POSITION VERTICALFILTER FABRIC SILT FLOW PRINCIPLE POST POSITION20°`(CANTED 20° TOWARD FLOW) 2' MIN. - 3' MAX. FILTER FABRIC (IN CONFORMANCE WITH SEC. 985 FDOT SPEC.) POST (OPTIONS: 2" X 4" OR 2 1/2" MIN. DIA. 1 WOOD; STEEL .33 LBS/FT. MIN.) TYPE III SILT FENCE Silt Flow TYPE III SILT FENCE SILT F L O W AROUND DITCH BOTTOM INLETS. TYPE III SILT FENCE PROTECTION DO NOT DEPLOY IN A MANNER THAT SILT FENCES WILL ACT AS A DAM ACROSS PERMANENT FLOWING WATERCOURSES. SILT FENCES ARE TO BE USED AT UPLAND LOCATIONS AND TURBIDITY BARRIERS USED AT PERMANENT BODIES OF WATER. STRUCTURES SHEET 2 OF 3. NOTE: SPACING FOR TYPE III FENCE TO BE IN ACCORDANCE WITH CHART ~, SHEET 1 OF 3 AND DITCH INSTALLATIONS AT DRAINAGE SILT FENCE APPLICATIONS CURB AND GUTTER SEDIMENT BARRIER NPDES PERMIT CONTRACTOR SHALL PREPARE AND SUBMIT TO THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION THE "NOTICE OF INTENT" AND "NOTICE OF TERMINATION" FOR "STORMWATER DISCHARGE FROM CONSTRUCTION ACTIVITIES," PER FLORIDA ADMINISTRATIVE CODE 62-621.300(4) IN ACCORDANCE WITH FDEP REQUIREMENTS. THE CONTRACTOR SHALL PREPARE AND SUBMIT WITH THE APPLICATION, AN APPROVED "STORMWATER POLLUTION PREVENTION PLAN" AND PERFORM/CERTIFY ALL INSPECTIONS AND RETAIN ALL. INSPECTION REPORTS AND DOCUMENTATION ON FILE AS REQUIRED FOR FDEP REVIEW. ALL FEES SHALL BE PAID BY THE CONTRACTOR, AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY PENALTIES OR FINES FDEP MAY LEVY FOR FAILURE TO COMPLY WITH THE PERMITTING REQUIREMENTS. 1 A 2 3 4 5 6 7 8 9 B C D E F A B C D E F 1 2 3 4 5 6 7 8 9 DRAWN BY: JOB NO.: VERTICAL DATUM: CHECKED BY: DESIGNED BY: SCALE IN FEET: APPROVED BY: Poulos & Bennett, LLC DATE:2602 E. Livingston St., Orlando, FL 32803 Tel. 407.487.2594 www.poulosandbennett.com Eng. Bus. No. 28567 07/07/2023 SUBMIT TO CITY OF OCOEE, SJRWD, & OCU DATE:NO.DESCRIPTIONS: SUBMISSIONS/REVISIONS Project Name: Sheet Title: Sheet No.: Seal: Key Map: Jurisdiction:November 27, 2023This item has been electronically signed and sealed by Joel Andrew Ivey on the date adjacent to the seal using a SHA authentication code. Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies.J. ANDREW IVEYP.E. NO. 0086607REENIGNELANOISSEFORPA DIROLFNo. 86607STATE OFESNECILJ. ANDREW IVE Y C2.11 NAVD 88 20-159 JAI PV JAI MDS WYNWOOD- PHASES 3 & 4 CITY OF OCOEE, FL 1 10/04/2023 SUBMIT TO CITY OF OCOEE, SJRWD, & OCU 2 11/27/2023 SUBMIT TO CITY OF OCOEE, & OCU SIDEWALK SIDEWALK SOCK COVERED PERFORATED PIPE CONC. CURB & GUTTER SANDBAGS NOTES: 1.PLACE CURB TYPE SEDIMENT BARRIERS ON GENTLY STREET SEGMENTS, WHERE WATER CAN POND AND ALLOW SEDIMENT TO SEPARATE FROM RUNOFF. 2.SANDBAGS OF EITHER BURLAP OR WOVEN GEOTEXTILE FABRIC ARE FILLED WITH GRAVEL LAYERED AND PACKED TIGHTLY. 3.LEAVE A ONE SANDBAG GAP IN THE TOP ROW TO PROVIDE A SPILLWAY FOR OVERFLOW. 4.INSPECT BARRIES AND REMOVED SEDIMENT AFTER EACH STORM EVENT. SEDIMENT AND GRAVEL MUST BE REMOVED FROM THE TRAVELED WAY IMMEDIATELY. 5.AT THE END OF EACH WORKDAY, SWEEP OR SCRAPE UP SOIL TRACKED ONTO THE STREET. PLAN VIEW Page 51 of 309 38 31 12 13 11 112 113 114 118 117 116 115 110 96 575655 51 49 100 545352 50 4847 88 5 6 7 8 92 93 94 95 98 97 99 62 66 44 43 42 41 40 39 36 37 35 27 28 29 30 33 32 34 21 10 20 19 46 9 45 119 120 121 111 108 107 106 105 104 109 18 16 17 15 14 7069 737271 84 85 86 79 80 81 82 83 74 75 76 77 78 89 90 91 22 3 2 1 67 65 63 64 68 87 58 101 102 103 61 60 59 135127134 126 133 125 132 124 131 123 144 130 122 143 129 142 128 141 136 137 138 150 149 148 147 146 145 152 151 153 154 155 156 4 161 169 162 170 163 171 164 172 157 165 173 158 166 159 167 160 168 174 175 176 177 178 179 180 190 187 186 188 189 182 181 185 184 183 140 139 23 26 24 25 PHASE 1 PHASE 4 PHASE 4 PHASE 3 PHASE 2PHASE 3PHASE 1 BUFFER B-5 (0.38AC.) APPROXIMATE LOCATION OF EXISTING 0.32 AC. DITCH TO REMAIN TRACT C-1 WETLAND CONSERVATION TRACT (16.76 Ac.) TRACT C-2 WETLAND CONSERVATION TRACT (13.60 Ac.) TRACT C-3 WETLAND CONSERVATION TRACT (1.29 Ac.) SW-3 STORMWATER TRACT (1.21 Ac.) MAIL KIOSK (0.01 Ac.) 0.91 AC. WETLAND TO BE PRESERVED OS-7 OPEN SPACE TRACT (0.02 Ac.)50'(1.09 AC.) SECONDARY IMPACT SWI-2 15.50 AC. WETLAND TO BE PRESERVED BUFFER B-1 (0.28 AC.) (0.36 AC.) SECONDARY IMPACT SWI-3 100' 120' 21' +/- ROW DEDICATION 0.21 +/- AC. Ash w o o d B l u f f D r i v e 75'Greenwood Oak DriveAshw o o d B l u f f D r i v e Spineywood CourtBaywood Flower Way Sp i n e y w o o d C o u r t Briarwoo d G r o v e L a n e Briarwood Grove LaneBUFFER B-6 (0.07 AC.) 30' ROW DEDICATION (TYP.) 1.52 Ac. BUFFER B-2 (0.91 AC.) BUFFER B-3 (1.85 AC.) (0.41 AC.) SECONDARY IMPACT SWI-1 PHASE LINE (TYP.) 11.75 AC. WETLAND TO BE PRESERVED310312311315314313319318317316272271270307275300301302303273274309308304305306298297295296299333 327 329 330 264 262 263 328 326 325 324 323 322 321 320 269 267265 268 331 332 266 236237238239240 235 241 232 233 234 230 231 229 228 227 225 224 223 222 226 220 221 217 216 215 214 219 218 210 209 208 212 211 213 202 206 205 204 203 201 200 198 196 197 193 194 195 191 193 192 279 278 277 280 276 281 282 283 294 284 286 287 288 290 291 285 293 292 289 371 372 373 376 375 369 370 377 374 366 367 365 360 361 362 363 364 354353 352 358357356 359 355 351 350 349 348 340342341 347 346 345 344 343 338 339 259 260 261 334 335 336 337 257 258 253 254 255 256 252 251 250 249 248 247 246 245 242 244 243 199 207 SW-6 STORMWATER TRACT (5.16 Ac.) OS-10 OPEN SPACE TRACT (6.07 Ac.) P-5 PARK TRACT (4.43 Ac.) OS-9 OPEN SPACE TRACT (1.68 Ac.) P-4 PARK TRACT (0.24 Ac.) OS-5 OPEN SPACE TRACT (11.43 Ac.) SW-5 STORMWATER TRACT (1.57 Ac.) OS-4 OPEN SPACE TRACT (2.71 Ac.) P-3 PARK TRACT (1.86 Ac.) SW-4 STORMWATER TRACT (3.72 Ac.) LS-1 LIFT STATION TRACT (0.06 Ac.) SW-2 STORMWATER TRACT (5.10 Ac.) SW-3A STORMWATER ACCESS TRACT (0.09 Ac.) P-2 PARK TRACT (0.19 Ac.)OS-11 OPEN SPACE TRACT (0.77 Ac.) SW-7 STORMWATER TRACT (2.51 Ac.) OS-3 OPEN SPACE TRACT (13.74 Ac.) SW-2A STORMWATER TRACT (4.03 Ac.) OS-6 OPEN SPACE TRACT (0.97 Ac.) SW-1 STORMWATER TRACT (1.84 Ac.) OS-2 OPEN SPACE TRACT (8.38 Ac.)OS-1 OPEN SPACE TRACT (5.42 Ac.) P-1 PARK TRACT (0.80 Ac.) OS-8 OPEN SPACE TRACT (0.66 Ac.) P-6 PARK TRACT (0.52 Ac.) OS-12 OPEN SPACE TRACT (0.11 Ac.) 34-21-28-0000-00-005 Walter & Susan Adams 34-21-28-0000-00-020 James E. Sweazy 28-21-28-0000-00-010 Orange County BCC 34-21-28-0000-00-105 New Destiny Christian Center Church Inc. 28-21-28-0000-00-012 Orange County BCC P-D PHASE LINE (TYP.) 34-21-28-0000-00-057 TIITF PROJECT BOUNDARY (TYP.) PROJECT BOUNDARY (TYP.) 34-21-28-0000-00-030 Bao An Buddhist Center Inc. 34-21-28-0000-00-083 Clarcona Community Center 34-21-28-0000-00-084 Clarcona Improvement Assoc. Inc. 28-21-28-0000-00-111 Orange County BCC 34-21-28-0000-00-031 TIITF 25' MIN. UPLAND BUFFER 25' MIN. UPLAND BUFFER P-D P-D A-1 A-1 A-1 A-1 A-1 A-1 A-1 A-1 PROJECT BOUNDARY (TYP.)PHASE 4PHASE 3West Orange Tr a i l Variable Width Publi c R i g h t - o f - w a y (Abandoned csx Railr o a d C o r r i d o r ) 14'± wide Asphalt tr a i l Clarconaroad Road( North Apoka-Wetland Road )Variable Width Public Right-of-wayAshwood Bluff D r i v e McCormick Road Wynwood Forest LaneWynwood Forest LanePHASE 2 (15' MIN/25' AVG.) UPLAND BUFFER PHASE LINE (TYP.) 33-21-28-0000-00-005 Barry A. Reiter Gretchen R.H. Vose Parcel 33-21-28-0000-00-006 Estate of David Rokowski A-1 A-1 A-1 33-21-28-0000-00-030 Walter & Susan Adams PHASE 1PHASE 2 PHASE 2 PHASE 1 Greenwoo d O a k D r i v e Green w o o d O a k D ri v e Coachw o o d D r i v e Coachwood Drive Coachw o o d D r i v eWynwood Forest LaneBriarwood Grove LaneI s lewood Cou r tSandalwood Isle WayWynwood Forest Lane34-21-28-0000-00-004 NEW DESTINY CHRISTIAN CENTER CHURCH INC. A-1 PROPERTY BOUNDARY (TYP.) TROUT LAKE BREAM LAKE PHASE LINE (TYP.)Sandalwood I s le Way 1" =150' WETLAND CONSERVATION PLAN 1 A 2 3 4 5 6 7 8 9 B C D E F A B C D E F 1 2 3 4 5 6 7 8 9 DRAWN BY: JOB NO.: VERTICAL DATUM: CHECKED BY: DESIGNED BY: SCALE IN FEET: APPROVED BY: Poulos & Bennett, LLC DATE:2602 E. Livingston St., Orlando, FL 32803 Tel. 407.487.2594 www.poulosandbennett.com Eng. Bus. No. 28567 07/07/2023 SUBMIT TO CITY OF OCOEE, SJRWD, & OCU DATE:NO.DESCRIPTIONS: SUBMISSIONS/REVISIONS Project Name: Sheet Title: Sheet No.: Seal: Key Map: Jurisdiction:November 27, 2023This item has been electronically signed and sealed by Joel Andrew Ivey on the date adjacent to the seal using a SHA authentication code. Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies.J. ANDREW IVEYP.E. NO. 0086607REENIGNELANOISSEFORPA DIROLFNo. 86607STATE OFESNECILJ. ANDREW IVE Y C2.30 NAVD 88 20-159 JAI PV JAI MDS WYNWOOD- PHASES 3 & 4 CITY OF OCOEE, FL 1 10/04/2023 SUBMIT TO CITY OF OCOEE, SJRWD, & OCU 2 11/27/2023 SUBMIT TO CITY OF OCOEE, & OCU Legend Linetype Description WETLAND WETLAND IMPACT AREA SECONDARY WETLANDI MPACT AREA UPLAND BUFFER (25' MIN.) UPLAND BUFFER SIGN, SEE DETAIL SHEET C4.13 SCALE IN FEET 075 150 300 (0.01 AC.) WETLAND IMPACT WI-3 (2.00 AC.) WETLAND IMPACT WI-4 (1.12 AC.) WETLAND IMPACT WI-5 (0.23 AC.) WETLAND IMPACT WI-2 (0.03 AC.) WETLAND IMPACT WI-1 Page 52 of 309 2%2% MIN. 2'6' SODROW ROW24' 50' ROW TYPICAL ROAD SECTION (50' ROW) N.T.S. 1.5% MAX. 5'2' 2%2% MIN.1.5% MAX. 6' SOD 5'ROWTYPICAL CUL-DE-SAC SECTION N.T.S. 1.5% MAX. VARIES KEY MAP N.T.S. 55' R (110' DIA) CUL-DE-SAC 45'2' 3' SOD 5'S/W KEY MAP N.T.S. 1.5% MIN. ℄ ℄U.E.U.E.10' U.E.10' U.E. 10' U.E. 1'1' 1' 3' MIN. COVER 3' MIN. COVER PROPOSED GRAVITY SANITARY SEWER PROPOSED WM N/A TYPICAL ROADWAY SECTIONS & DETAILS Legend 2" (IN.) STRUCTURAL ASPHALT (SP 9.5) 8" (IN.) LIMEROCK. LIMEROCK SHALL BE COMPACTED TO A MINIMUM OF 98 PERCENT OF MODIFIED PROCTOR MAXIMUM DRY DENSITY WITH MOISTURE CONTENT WITHIN 2 PERCENT OF OPTIMUM MOISTURE CONTENT AS DETERMINED BY ASTM D1557. 12" (IN.) COMPACTED SUBGRADE COMPACTED TO A MINIMUM of 98 PERCENT OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY WITH MOISTURE CONTENT WITHIN 2 PERCENT OF THE OPTIMUM MOISTURE CONTENT AS DETERMINED BY ASTM D1557. IN ADDITION SUBGRADE SHALL HAVE A MINIMUM FLORIDA BEARING VALUE (FBV) OF 50. 4" (IN.) THICK CONCRETE SIDEWALK (3000 P.S.I.). SEE DETAIL, SHEET C4.13 MIAMI CONC. CURB TYPE 'A' CONC. CURB 6" CURB PAD STABILIZED TO FBV 50. 1 2 3 4 5 6 7 8 SOURCE: REPORT OF GEOTECHNICAL EXPLORATION (1736501), DATED JANUARY 14, 2020, BY UNIVERSAL ENGINEERING SCIENCES; CITY OF OCOEE DESIGN STANDARDS, ARTICLE 3. NOTES: 1.PLEASE SEE CITY OF OCOEE DETAIL NO. PW001 ON SHEET C9.00 FOR FLEXIBLE PAVEMENT REPLACEMENT INFORMATION. 2.ASPHALT SHALL BE INSTALLED IN TWO (2) SEPARATE LIFTS, A CONSTRUCTION LIFT AND A FINAL LIFT. 1 A 2 3 4 5 6 7 8 9 B C D E F A B C D E F 1 2 3 4 5 6 7 8 9 DRAWN BY: JOB NO.: VERTICAL DATUM: CHECKED BY: DESIGNED BY: SCALE IN FEET: APPROVED BY: Poulos & Bennett, LLC DATE:2602 E. Livingston St., Orlando, FL 32803 Tel. 407.487.2594 www.poulosandbennett.com Eng. Bus. No. 28567 07/07/2023 SUBMIT TO CITY OF OCOEE, SJRWD, & OCU DATE:NO.DESCRIPTIONS: SUBMISSIONS/REVISIONS Project Name: Sheet Title: Sheet No.: Seal: Key Map: Jurisdiction:November 27, 2023This item has been electronically signed and sealed by Joel Andrew Ivey on the date adjacent to the seal using a SHA authentication code. Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies.J. ANDREW IVEYP.E. NO. 0086607REENIGNELANOISSEFORPA DIROLFNo. 86607STATE OFESNECILJ. ANDREW IVE Y C3.00 NAVD 88 20-159 JAI PV JAI MDS WYNWOOD- PHASES 3 & 4 CITY OF OCOEE, FL 1 10/04/2023 SUBMIT TO CITY OF OCOEE, SJRWD, & OCU 2 11/27/2023 SUBMIT TO CITY OF OCOEE, & OCU Page 53 of 309 350 349 356 348 355 347 354 346 353 345 352 351 214+00 215+0 0 216+ 0 0 217 + 0 0 L=621.427,R=2000.000 Δ=17.8026 TRACT C-1 WETLAND CONSERVATION TRACT (16.76 Ac.) SW-7 STORMWATER TRACT (2.51 Ac.) P-6 PARK TRACT (0.52 Ac.) TROUT LAKE R25' R 4 5 ' OS-11 OPEN SPACE TRACT (0.77 Ac.) A-1 33-21-28-0000-00-030 Walter & Susan Adams 60.1'120.1'63.7'120.1'60.1'120.1'63.7' 60.1'120.1'63.7' 60.1'120.1'63.7' 60.1'120.1'63.7' 60.1'120.1'63.7' 60 63.7' 64.0'136.0'59.6' 64.0'134.9'59.6' 64.0'131.9'59.7' 64.0'127.0'60.0'25.9'115.8'59.9 ' 42.3'98.8'165.9'76.8'71.0'68. 4 ' 22.2'21.0'7.5' 175.8' 201.6'125.5' 15.8' 95.2'186.5'136.5'15.6'11.7'96 . 0 ' 20.7' 27 . 5 ' 303.0' 17.7' 74.7' 74 . 3 '98.3 '66.6 ' 20.5'153.4'524.4' STA. 217+65.45 OFF. 30.0'RT STA. 217+65.45 OFF. 0.0'R25'PROPERTY BOUNDARY (TYP.) 33-21-28-0000-00-005 CLRM Investment Co. WETLAND LIMITS 25' MIN. UPLAND BUFFER SW-6 STORMWATER TRACT (5.16Ac.) WETLAND BUFFER24'PVMT50'ROW10'U.E.10'U.E.Ash w o o d B l u f f D r i v e 1" =50' LOT GEOMETRY PLAN 1 SCALE IN FEET 025 50 100 LEGEND SYMBOL DESCRIPTION PROPERTY LINE RIGHT OF WAY ROAD CENTERLINE BUILDING SETBACK POND NCL PRESERVED WETLAND UPLAND BUFFER WETLAND BUFFER Match Line For Cont. See Sheet C3.53 Match LineFor Cont. See Sheet C3.511 A 2 3 4 5 6 7 8 9 B C D E F A B C D E F 1 2 3 4 5 6 7 8 9 DRAWN BY: JOB NO.: VERTICAL DATUM: CHECKED BY: DESIGNED BY: SCALE IN FEET: APPROVED BY: Poulos & Bennett, LLC DATE:2602 E. Livingston St., Orlando, FL 32803 Tel. 407.487.2594 www.poulosandbennett.com Eng. Bus. No. 28567 07/07/2023 SUBMIT TO CITY OF OCOEE, SJRWD, & OCU DATE:NO.DESCRIPTIONS: SUBMISSIONS/REVISIONS Project Name: Sheet Title: Sheet No.: Seal: Key Map: Jurisdiction:November 27, 2023This item has been electronically signed and sealed by Joel Andrew Ivey on the date adjacent to the seal using a SHA authentication code. Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies.J. ANDREW IVEYP.E. NO. 0086607REENIGNELANOISSEFORPA DIROLFNo. 86607STATE OFESNECILJ. ANDREW IVE Y C3.50 NAVD 88 20-159 JAI PV JAI MDS WYNWOOD- PHASES 3 & 4 CITY OF OCOEE, FL 1 10/04/2023 SUBMIT TO CITY OF OCOEE, SJRWD, & OCU 2 11/27/2023 SUBMIT TO CITY OF OCOEE, & OCU Tract Table Name Operation & Maintenance Area (Ac.) SW-3A HOA 0.09 SW-6 HOA 5.16 SW-7 HOA 2.51 OS-8 HOA 0.66 OS-9 HOA 1.68 OS-10 HOA 6.07 OS-11 HOA 0.77 OS-12 HOA 0.11 P-4 HOA 0.24 P-5 HOA 4.56 P-6 HOA 0.52 ROW CITY OF OCOEE 7.57 LOT PRIVATE 26.85 TOTAL 56.79 C3.51 C3.54 C3.55 C3.52C3.50 C3.53 Page 54 of 309 31 12 13 11 88 5 6 7 8 44 43 42 41 40 27 28 29 30 21 10 20 19 9 18 16 17 15 14 70 69 73 7271 74 89 90 22 68 87 23 26 24 25 333 289 296 363 364 367 374 358 342 357 341 356 355 346 345 344 359 343 312311310 302303 315314313 327 329 330 331 332 328 326 325 324 323 322 321 309 317316 308 304305306307 334 335 336 337 298297 294 284 286 287 288 290 291 285 371 372 373 376 375 340 338 339 365 293 292 295368 369 370 366 377 360 361 362 18+0019+0020+0021+0022+0023+0024+0025+0026+0027+0028+0040+0041+0042+0043+0044+0045+0046+0071+00 72+00 73+00 74+00 75+00 76+ 0 0103+00104+00105+00106+00107+00108+00109+00110+00111+00112+00113+00203+00204+00 205+00 206+00 207+0 0 208+ 0 0 209+0 0 210+00 211+00 212+00 213+00 214+00 L=621.427,R=2000.000Δ=17.8026 L=413.216, R=910.000 Δ=26.0171 L=430.459,R=690.000Δ=35.7442L=249.541,R=400.000Δ=35.7442L=693.496,R=1450.000Δ=27.4030 L=760.346,R=1490.000Δ=29.2380rest LaneBriarwood Grove LaneGreenwood Oak DriveGreenwood Oak DriveWynwood Forest LaneWynwood Forest LaneBriarwood Grove LaneSW-3A STORMWATER ACCESS TRACT (0.09 Ac.) P-2 PARK TRACT (0.19 Ac.) OS-11 OPEN SPACE TRACT (0.77 Ac.)SW-3STORMWATER TRACT(1.21 Ac.)SW-6 STORMWATER TRACT (5.16 Ac.) Coachw o o d D r i v e PHASE 1 PHASE 4 OS-12 OPEN SPACE TRACT (0.11 Ac.) R 2 5 ' R25' R 2 5 ' R25'R25'R 2 5 'R25'R2 5 'R25'R25' MAIL KIOSK (0.01 Ac.)PHASE 1PHASE 443.0'120.1'60.1'120.1'63.7' 60.1'120.1'63.7' 60.1'120.1'63.7' 65.1'120.1'69.0' 51.0'120.1'51.0' 14.9' 14.1' 60.1'120.1'60.1'39.7'60.1' 7.0'53.1'79.3'106.9' 3 8 .0'43.5'123.9'1.4'65.1'119.1'25.7'120.0'48.6'120.0'56.8'48.6'120.0'56.8'53.5'120.0'62.5'53.5'62.5'120.0'120.0'4 0 .1 ' 4 3 .8 '120.0'3 9 .4 ' 4 3.0 '120.0'39.4' 4 3.0'31.9'4 7.9' 61.1'46.7'41.8'39. 9'25.2'120.0' 94.4'40.0'120.0'40.0'120.0'13.7'120.0'42.2'40.0'120.0'42.6'39.5'39.5'120.0'42.6'39.5'120.0'42.6'39.5'120.0'42.6'39.5'120.0'42.6'39.5'120.0'42.6'120.0'42.0'35.9'17.9'36.5 '9 8 .1 '48.1'6.6'43.9 '10.0'31.8'120.0'45.9'92.0'42.9'120.0'0.6'38.8'42.9'120.0'39.4'42.9'120.0'25.4'14.0'42.9'120.0'5.0'34.4'42.9'120.0'39.4'42.8'120.0'32.3'7.0'42.8'120.0'38.6'0.6'42.8'120.0'39.3'28.4'4 0 .4'94.3'43.5'31.8' 67.5'35. 5'39.6'120.0' 10.3'124. 9 '57.8'54.7'4 2 .6'92.3'71.7'120.2'23.8'7.2' 120.6'26.4'64.9' 30.3'38. 8'44.6'120.0'59.2'23.8'59.2'120.0'41.4'25.3'23.7'31.5'120.0'54.1'7.6' 51.0'127.5'65.4'94.8'4 0 .0'64.0'132.3'60.0' 64.0'135.1'59.7' 64.0'136.0'59.6' 0' 59.6'48.8'19.8'120.0' 8.5'31.5'120.0'40.0'120.0'37.2'120.0'25.9'14.1' 120.0'14.6'25.4'120.0'8.4'28.3'27.9'41.0 ' 56.4' 38.4'50.5'120.0' 93.2'39.9'33.2'120.0'6.5'33.5'120.0'40.0'40.0'120.0'40.0'120.0'40.0'120.0'0.0'69.6'137.0'124.7'40.0'131.5'.4 ' 40.0'127.0'4 0 .2 ' 40.0'123.6'4 0 .1 ' 40.0'121.4'4 0 .1 ' 40.0'120.2'4 0 .0 ' 40.0'120.1'40.0'121.1'4 0 .0' 4 0 .0 '120.1'4 0 .0 '120.2'4 0 .0 '121.4'4 0.1'123.6'40.1'127.0'40.2'131.5'40.4'137.0'77.2'46.7'37.1'15.7'25.7'79.0'125.5'58.5'58.5'120.0'186.5'136.5'15.6'11.7'96 . 0 ' 20.7' 120.0' 120.0'48.8'48.8'48.8'48.8'3.4'34.6'11.8'ASHWOOD BLUFF DRIVE 205+71.54= BRIARWOOD GROVE LANE 109+88.99 ASHWOOD BLUFF DRIVE 208+64.48= WYNWOOD FOREST LANE 24+69.49 ASHWOOD BLUFF DRIVE 211+53.00= GREENWOOD OAK DRIVE 40+00.00 PHASE LINE (TYP.) PHASE LINE (TYP.)50'ROW10'U.E.10'U.E.50' ROW 10' U.E. 50' ROW 10' U.E. 10' U.E.50'ROW10'U.E.10'U.E.50' ROW 10' U.E. 10' U.E. 24' PVMT 24' PVMT 10' U.E.24'PVMT24' PVMT 24'PVMTAsh w o o d B l u f f D r i v e 1" =50' LOT GEOMETRY PLAN 2 SCALE IN FEET 025 50 100 Match Line For Cont. See Sheet C3.54 Match LineFor Cont. See Sheet C3.521 A 2 3 4 5 6 7 8 9 B C D E F A B C D E F 1 2 3 4 5 6 7 8 9 DRAWN BY: JOB NO.: VERTICAL DATUM: CHECKED BY: DESIGNED BY: SCALE IN FEET: APPROVED BY: Poulos & Bennett, LLC DATE:2602 E. Livingston St., Orlando, FL 32803 Tel. 407.487.2594 www.poulosandbennett.com Eng. Bus. No. 28567 07/07/2023 SUBMIT TO CITY OF OCOEE, SJRWD, & OCU DATE:NO.DESCRIPTIONS: SUBMISSIONS/REVISIONS Project Name: Sheet Title: Sheet No.: Seal: Key Map: Jurisdiction:November 27, 2023This item has been electronically signed and sealed by Joel Andrew Ivey on the date adjacent to the seal using a SHA authentication code. Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies.J. ANDREW IVEYP.E. NO. 0086607REENIGNELANOISSEFORPA DIROLFNo. 86607STATE OFESNECILJ. ANDREW IVE Y C3.51 NAVD 88 20-159 JAI PV JAI MDS WYNWOOD- PHASES 3 & 4 CITY OF OCOEE, FL 1 10/04/2023 SUBMIT TO CITY OF OCOEE, SJRWD, & OCU 2 11/27/2023 SUBMIT TO CITY OF OCOEE, & OCU Match LineFor Cont. See Sheet C3.50LEGEND SYMBOL DESCRIPTION PROPERTY LINE RIGHT OF WAY ROAD CENTERLINE BUILDING SETBACK POND NCL PRESERVED WETLAND UPLAND BUFFER WETLAND BUFFER Tract Table Name Operation & Maintenance Area (Ac.) SW-3A HOA 0.09 SW-6 HOA 5.16 SW-7 HOA 2.51 OS-8 HOA 0.66 OS-9 HOA 1.68 OS-10 HOA 6.07 OS-11 HOA 0.77 OS-12 HOA 0.11 P-4 HOA 0.24 P-5 HOA 4.56 P-6 HOA 0.52 ROW CITY OF OCOEE 7.57 LOT PRIVATE 26.85 TOTAL 56.79 C3.51 C3.54 C3.55 C3.52C3.50 C3.53 Page 55 of 309 118 117 116 88 119 120 121 73 84 85 86 79 80 81 82 83 74 75 76 77 78 89 90 91 127 126 132 131 130 129 128 171 172 173 174 175 176 177 178 179 180 190 187 186 188 189 182 181 185 184 183 283 296 299 276 281 282 275300301302303 315 273274 202 205 204 203 197 201 200 191 193 194 195 192 319318317316 272271270 304 298297 279 278 277 198 199 196 280 76+ 0 0 77+ 0 0 78+ 0 0 79+0 0 80+00 81+00 82+00 83+00 84+00 85+00 86+00 87+00 88+00 180+00181+00182+00183+00184+00185+00186+00187+00139+00140+00141+00142+00143+00144+00144+94200+00 201+00 202+00203+00 L=531.566,R=1400.000Δ=21.7546Coachwood Drive Sandalwood Isle Way40.1'3.5'40.1'43.5'40.1'50.1'54.3'17.4'37.1'13.0'35.3'49.1'119.9'40.1'120.0'49.1'49.1'119.9'48.0'120.0'5.5'34.6'2 2 .7 ' 4 1 .3'40.1'43.5'28.1'Spineywood CourtAshwood Bluff Drive TRACT C-2 WETLAND CONSERVATION TRACT (13.60 Ac.) SW-4 STORMWATER TRACT (3.72 Ac.) SW-2 STORMWATER TRACT (5.10 Ac.) SW-3A STORMWATER ACCESS TRACT (0.09 Ac.) PHASE 2 PHASE 1 PHASE 4PHASE 3R25'R25' BREAM LAKEPHASE 2PHASE 1PHASE 2PHASE 3LS-1 LIFT STATION TRACT (0.06 Ac.)SW-3STORMWATER TRACT(1.21 Ac.)PHASE 1PHASE 3OS-4 OPEN SPACE TRACT (2.71 Ac.) 120.0''120.0'43.5'120.0'40.1'120.0' 120.0' 120.0' 120.0' 119.9'40.1'119.9'41.4 ' 91.1'44.5'120.0'73.3'70. 5 ' 30.1' 3 4 .7'14.0'9.4'39.3'120.0'47.0'0.8' 120.0'43.7'3.3'40.1'40.1'120.0'47.0'40.1'120.0'12.4'34.5'47.0'40.1'120.0'47.0'40.1'120.0'62.1'9.4'28.6'39.1'9 3 .6 ' 5 1 .6 '120.0'3 8 .7 '120.3'120.0'4 0 .1 ' 4 3 .8 '120.0'3 9 .4 ' 4 3.0 ' 40.0'120.2'4 0 .0 ' 40.0'120.1'40.0'121.1'4 0 .0' 40.0'123.2'4 0.1' 40.0'126.3'4 0.1' 40.0'130.6'40.2' 40.0'136.0'40.4' 55.9'117.0'41.1'21.8' 4 0 .4 '117.0'136.0'4 0 .2 '130.6'126.3'4 0 .1 '123.2'4 0 .1 '121.1'4 0 .0 '120.1'4 0 .0 '120.2'4 0 .0 ' 3 2 .2 ' 22.1' 49.8'43.5'120.0'40.1'43.5'40.1'43.5'120.0'40.1'40.4'3.1'40.1'ASHWOOD BLUFF DRIVE 200+00.00= SPINEYWOOD COURT 183+84.72 PHASE LINE (TYP.) PHASE LINE (TYP.) WETLAND LIMITS 25' MIN. UPLAND BUFFER PHASE LINE (TYP.) 50' ROW 24' PVMT 10' U.E.30'D.E.10' U.E.50'ROW10'U.E.10'U.E.24'PVMT1" =50' LOT GEOMETRY PLAN 3 SCALE IN FEET 025 50 100 Match LineFor Cont. See Sheet C3.51Match Line For Cont. See Sheet C3.55 1 A 2 3 4 5 6 7 8 9 B C D E F A B C D E F 1 2 3 4 5 6 7 8 9 DRAWN BY: JOB NO.: VERTICAL DATUM: CHECKED BY: DESIGNED BY: SCALE IN FEET: APPROVED BY: Poulos & Bennett, LLC DATE:2602 E. Livingston St., Orlando, FL 32803 Tel. 407.487.2594 www.poulosandbennett.com Eng. Bus. No. 28567 07/07/2023 SUBMIT TO CITY OF OCOEE, SJRWD, & OCU DATE:NO.DESCRIPTIONS: SUBMISSIONS/REVISIONS Project Name: Sheet Title: Sheet No.: Seal: Key Map: Jurisdiction:November 27, 2023This item has been electronically signed and sealed by Joel Andrew Ivey on the date adjacent to the seal using a SHA authentication code. Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies.J. ANDREW IVEYP.E. NO. 0086607REENIGNELANOISSEFORPA DIROLFNo. 86607STATE OFESNECILJ. ANDREW IVE Y C3.52 NAVD 88 20-159 JAI PV JAI MDS WYNWOOD- PHASES 3 & 4 CITY OF OCOEE, FL 1 10/04/2023 SUBMIT TO CITY OF OCOEE, SJRWD, & OCU 2 11/27/2023 SUBMIT TO CITY OF OCOEE, & OCU LEGEND SYMBOL DESCRIPTION PROPERTY LINE RIGHT OF WAY ROAD CENTERLINE BUILDING SETBACK POND NCL PRESERVED WETLAND UPLAND BUFFER WETLAND BUFFER Tract Table Name Operation & Maintenance Area (Ac.) SW-3A HOA 0.09 SW-6 HOA 5.16 SW-7 HOA 2.51 OS-8 HOA 0.66 OS-9 HOA 1.68 OS-10 HOA 6.07 OS-11 HOA 0.77 OS-12 HOA 0.11 P-4 HOA 0.24 P-5 HOA 4.56 P-6 HOA 0.52 ROW CITY OF OCOEE 7.57 LOT PRIVATE 26.85 TOTAL 56.79 C3.51 C3.54 C3.55 C3.52C3.50 C3.53 Page 56 of 309 West Orang e T r a i l Variable Wi d t h P u b l i c R i g h t - O f - W a y (Abandone d c s x R a i l r o a d C o r r i d o r ) 14'%± Wide A s p h a l t T r a i l TROUT LAKE TRACT C-1 WETLAND CONSERVATION TRACT (16.76 Ac.) OS-10 OPEN SPACE TRACT (6.07 Ac.)143.8'186.5'6.5'2 5 9 .0 '49.5'107.1'122.9'114.3'106.4'PROPERTY BOUNDARY (TYP.) 33-21-28-0000-00-005 CLRM Investment Co. PHASE LINE (TYP.) WETLAND LIMITS 25' MIN. UPLAND BUFFER SW-6 STORMWATER TRACT (5.16 Ac.)63'EX. ROW1" =50' LOT GEOMETRY PLAN 4 SCALE IN FEET 025 50 100 Match Line For Cont. See Sheet C3.50 Match LineFor Cont. See Sheet C3.541 A 2 3 4 5 6 7 8 9 B C D E F A B C D E F 1 2 3 4 5 6 7 8 9 DRAWN BY: JOB NO.: VERTICAL DATUM: CHECKED BY: DESIGNED BY: SCALE IN FEET: APPROVED BY: Poulos & Bennett, LLC DATE:2602 E. Livingston St., Orlando, FL 32803 Tel. 407.487.2594 www.poulosandbennett.com Eng. Bus. No. 28567 07/07/2023 SUBMIT TO CITY OF OCOEE, SJRWD, & OCU DATE:NO.DESCRIPTIONS: SUBMISSIONS/REVISIONS Project Name: Sheet Title: Sheet No.: Seal: Key Map: Jurisdiction:November 27, 2023This item has been electronically signed and sealed by Joel Andrew Ivey on the date adjacent to the seal using a SHA authentication code. Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies.J. ANDREW IVEYP.E. NO. 0086607REENIGNELANOISSEFORPA DIROLFNo. 86607STATE OFESNECILJ. ANDREW IVE Y C3.53 NAVD 88 20-159 JAI PV JAI MDS WYNWOOD- PHASES 3 & 4 CITY OF OCOEE, FL 1 10/04/2023 SUBMIT TO CITY OF OCOEE, SJRWD, & OCU 2 11/27/2023 SUBMIT TO CITY OF OCOEE, & OCU 1 A 2 3 4 5 6 7 8 9 B C D E F A B C D E F 1 2 3 4 5 6 7 8 9 DRAWN BY: JOB NO.: VERTICAL DATUM: CHECKED BY: DESIGNED BY: SCALE IN FEET: APPROVED BY: Poulos & Bennett, LLC DATE:2602 E. Livingston St., Orlando, FL 32803 Tel. 407.487.2594 www.poulosandbennett.com Eng. Bus. No. 28567 07/07/2023 SUBMIT TO CITY OF OCOEE, SJRWD, & OCU DATE:NO.DESCRIPTIONS: SUBMISSIONS/REVISIONS Project Name: Sheet Title: Sheet No.: Seal: Key Map: Jurisdiction:November 27, 2023This item has been electronically signed and sealed by Joel Andrew Ivey on the date adjacent to the seal using a SHA authentication code. Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies.J. ANDREW IVEYP.E. NO. 0086607REENIGNELANOISSEFORPA DIROLFNo. 86607STATE OFESNECILJ. ANDREW IVE Y C3.53 NAVD 88 20-159 JAI PV JAI MDS WYNWOOD- PHASES 3 & 4 CITY OF OCOEE, FL 1 10/04/2023 SUBMIT TO CITY OF OCOEE, SJRWD, & OCU 2 11/27/2023 SUBMIT TO CITY OF OCOEE, & OCU LEGEND SYMBOL DESCRIPTION PROPERTY LINE RIGHT OF WAY ROAD CENTERLINE BUILDING SETBACK POND NCL PRESERVED WETLAND UPLAND BUFFER WETLAND BUFFER Tract Table Name Operation & Maintenance Area (Ac.) SW-3A HOA 0.09 SW-6 HOA 5.16 SW-7 HOA 2.51 OS-8 HOA 0.66 OS-9 HOA 1.68 OS-10 HOA 6.07 OS-11 HOA 0.77 OS-12 HOA 0.11 P-4 HOA 0.24 P-5 HOA 4.56 P-6 HOA 0.52 ROW CITY OF OCOEE 7.57 LOT PRIVATE 26.85 TOTAL 56.79 C3.51 C3.54 C3.55 C3.52C3.50 C3.53 Page 57 of 309 268 333 256 255 312311310 315314313 247 246 245 252 244 251 243 250 249 248 332 264 262 263 266 322 321 320 269 267265 317316 236237238239 240 257 259 260 261 334 335 258 241 253 254 24228+0029+0030+0031+00112+00113+00114+00115+00 116+0 0 117+0 0 118+00 119+00 120+00 121+00 121+99 220+00 221+00 222+00 223+00 L =6 4 6 .9 1 0 ,R =1 7 0 3 .9 1 5 Δ =2 1 .7 5 3 0 L =6 4 6 .9 1 0 ,R =1 7 0 3 .9 1 5 Δ =2 1 .7 5 3 0 L =7 9.389,R=50.000Δ=90.9735L =6 3 1 .3 9 7 ,R =1 4 5 0 .0 0 0Δ=2 4 .9 4 9 2 S20°51'34 .52"E166.92 ' West Orange T r a i l Variable Width Pub l i c R i g h t - O f - W a y (Abandoned csx Ra i l r o a d C o r r i d o r ) 14'%± Wide Asphal t T r a i l 4 9 .7 '3 .1 '120.2'4 0 .1 '2 6 .5 '9.9 ' 5 3 .7 '5 3 .1 '5 3 .7 '5 5 .3'Wynwood Forest LaneOS-10 OPEN SPACE TRACT (6.07 Ac.) P-5 PARK TRACT (4.43 Ac.)R25'R 2 5 'R25'R38' R25'R45'SW-6 STORMWATER TRACT (5.16 Ac.) PHASE 4 PHASE 3 120.0'53.5'120.0'62.5'53.5'120.0'62.5'48.6'120.0'56.8'48.6'120.0'56.8'48.6'120.0'5.2'51.6'5.0'44.9 ' 120.0'44.9 ' 5.8'45.9 '40.2'9 4 .3 '64.6 ' 7 6 .7 '120.0'6 0 .0 '120.0'6 0 .1 ' 6 7 .0 ' 5 4 .0 '120.1'5 0 .1 ' 4 4 .9 ' 2 0 .3 '123.7'6 0 .1 ' 4 3 .2 '120.1'6 4 .3 '113.3'18.7 '120.1'6 4 .3 ' 6 0 .1 '120.1'6 4 .3 ' 5 0 .1 '120.1'5 3 .6 '5 0 .1 '120.1'5 3 .6 '5 0 .1 '120.1 ' 5 3 .6 '5 0 .1 '120.1 ' 5 3 .6 '5 0 .1 '120.1 ' 5 3 .6 '5 5 .1 '120.1 ' 5 8 .6 '5.9'3 9 .2 '24 . 3 '46.3'69.6'120.0'4 7 .9 '4 9 .1 '120.0'4 8 .7 '120.0'4 9 .2 '120.0'5 0 .6 '120.0'4 9.1'43.8'5 3.6 ' 120.0'63.4 ' 9 4 .6 '48.8'120.0'40.0 ' 120.0'31.7'8.3 ' 120.0'31.1'8.9'19.8'20.2'120.0' 8.5'31.5'120.0'40.0'120.0'40.0'120.0'40.0'120.0'40.0'120.0'31.7'8.3 ' 120.0'40.0 ' 120.0'33.1 '39.7'6 3 .1 '3 1 .7 '137.0'3 0 .1 '3 7.1'124.7'131.5'4 0 .4 '127.0'4 0 .2 '123.6'4 0 .1 '121.4'4 0 .1 '120.2'4 0 .0 '120.1'121.1'4 0 .0' 324.6'368.8'3 6 .4 '335.1'143.8'186.5'13.7' 90.3' 444.6' 281.5' 6.5' 2 26.9' 248.5'120.1'6 0 .1 '120.1'39.8'43.2 '40.0 '8.3 '38.6'48.8'120.0'48.8'48.8'7 .7 'STA. 121+25.80 OFF. 30.1'LT PHASE 4 PHASE 3 BAYWOOD FLOWER WAY 220+00.00= BRIARWOOD GROVE LANE 113.+43.76 WYNWOOD FOREST LANE 31+34.47= BRIARWOOD GROVE LANE 117+31.34 PHASE LINE (TYP.) PROPERTY BOUNDARY (TYP.) 50' ROW 10'U.E.10'U.E.10' U.E. 10' U.E.50'ROW50'EX. ROW24'PVMT24' PVMT Briarwo o d G r o v e L a n e Baywood Flower Wa y 1" =50' LOT GEOMETRY PLAN 5 SCALE IN FEET 025 50 100 Match Line For Cont. See Sheet C3.51 Match LineFor Cont. See Sheet C3.53Match LineFor Cont. See Sheet C3.551 A 2 3 4 5 6 7 8 9 B C D E F A B C D E F 1 2 3 4 5 6 7 8 9 DRAWN BY: JOB NO.: VERTICAL DATUM: CHECKED BY: DESIGNED BY: SCALE IN FEET: APPROVED BY: Poulos & Bennett, LLC DATE:2602 E. Livingston St., Orlando, FL 32803 Tel. 407.487.2594 www.poulosandbennett.com Eng. Bus. No. 28567 07/07/2023 SUBMIT TO CITY OF OCOEE, SJRWD, & OCU DATE:NO.DESCRIPTIONS: SUBMISSIONS/REVISIONS Project Name: Sheet Title: Sheet No.: Seal: Key Map: Jurisdiction:November 27, 2023This item has been electronically signed and sealed by Joel Andrew Ivey on the date adjacent to the seal using a SHA authentication code. Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies.J. ANDREW IVEYP.E. NO. 0086607REENIGNELANOISSEFORPA DIROLFNo. 86607STATE OFESNECILJ. ANDREW IVE Y C3.54 NAVD 88 20-159 JAI PV JAI MDS WYNWOOD- PHASES 3 & 4 CITY OF OCOEE, FL 1 10/04/2023 SUBMIT TO CITY OF OCOEE, SJRWD, & OCU 2 11/27/2023 SUBMIT TO CITY OF OCOEE, & OCU LEGEND SYMBOL DESCRIPTION PROPERTY LINE RIGHT OF WAY ROAD CENTERLINE BUILDING SETBACK POND NCL PRESERVED WETLAND UPLAND BUFFER WETLAND BUFFER Tract Table Name Operation & Maintenance Area (Ac.) SW-3A HOA 0.09 SW-6 HOA 5.16 SW-7 HOA 2.51 OS-8 HOA 0.66 OS-9 HOA 1.68 OS-10 HOA 6.07 OS-11 HOA 0.77 OS-12 HOA 0.11 P-4 HOA 0.24 P-5 HOA 4.56 P-6 HOA 0.52 ROW CITY OF OCOEE 7.57 LOT PRIVATE 26.85 TOTAL 56.79 C3.51 C3.54 C3.55 C3.52C3.50 C3.53 Page 58 of 309 315 225 216 224 215 223 214 222 228 220 227 219 226 218 221 213 212 211 210 209 208 207 206 205 204 203 319318317316 272271270 236237 232 233 234 230 231 235 229 217 1 9 4 + 4 6186+00187+00188+00189+00190+001 9 1 + 0 0 19 2 + 0 0 1 9 3 + 0 0 1 9 4 + 0 0 223+00 224+00 225+00 S11°26'31.65"W159.36'L=107.216, R=75.000 Δ=81.9070 L=203.57 8, R = 3 7 8.7 6 4 Δ =3 0.7 9 5 3 S 4 0 ° 3 6 ' 0 3 . 4 2 " E 1 1 5 . 0 7 ' West Orange T r a i l Variable Width Pub l i c R i g h t - O f - W a y (Abandoned csx Ra i l r o a d C o r r i d o r ) 14'%± Wide Asphal t T r a i l 5 5 .3'76.6' 51.7' 5 0.2'70. 2 '2.9 '37.2'4 6 .2 ' 3 3 . 8 ' 6 . 3 ' 4 0.1 '40.1' 40.1'40.1'40.2'40.1'34.4'36.8'100.5'62.5'40.1'43.5'40.1'43.5'40.1'3.5'40.1'43.5'Baywood Flower W a y Spi n e y w o o d C o u r t OS-9 OPEN SPACE TRACT (1.68 Ac.) P-4 PARK TRACT (0.24 Ac.) OS-8 OPEN SPACE TRACT (0.66 Ac.) OS-5 OPEN SPACE TRACT (11.43 Ac.)PHASE 3PHASE 2R 2 5 'R87'R2 5 'R45' R25' TRACT C-2 WETLAND CONSERVATION TRACT (13.60 Ac.)120.0'5 0 .6 '120.0'4 9.1'120.0'10.9'55.7'60.0'50.0'119.6' 120.0' 5 3.6 ' 3 9 .2'44.3'120.0'39.1'50.0'120.0'50.0'34.4'15.6'120.2' 2 5 . 0 '104.6'50.0'136.9' 1 1 5 . 2 '50.0'125.6'5 0 . 7 '43.8'6.2'145.2'5 0 . 7 '50.1'165.9'5 0 . 7 '50.1'179.0'5 0 . 7 ' 3 6.6'185.0'5 0 . 7 ' 36.6' 50.4'34.0'134.7'5 0 . 1 '10.4'120.2'49.2'110.0 ' 111.7'87.6'36.0' 131.8' 2 6 . 6 '104.7'120.1'8 1 . 2 '40.1'11.4'8 .1'120.1'4 0 . 1 '121.3'4 8 . 4 '127.5'5 2 . 8 ' 2 0 . 6 '139.3'5 4 . 6 ' 4 0 . 1 ' 9 6 . 4 ' 115.1' 117.8'71.5' 119.4'5.7'120.0'40.1'40.1'120.0'43.3'120.0'43.5'120.0' 120.0' 120.0'40.0'120.0'43.5'120.0'37.8'40.1'120.2'4 0 .0 '120.1'121.1'4 0 .0'123.2'4 0.1'126.3'4 0.1'130.6'40.2'136.0'40.4'117.0'41.1'21.8'335.1'196.3'60.7'597.0' 0 . 1 '340.1'BREAM LAKE STA. 194+2.16 OFF. 33.3'RT BAYWOOD FL O W E R W A Y 225+81.32= SPINEYWOO D C O U R T 1 8 7 + 3 1 . 6 9 PHASE LINE (TYP.) P-5 PARK TRACT (4.56Ac.) WETLAND LIMITS 25' MIN. UPLAND BUFFER PROPERTY BOUNDARY (TYP.) 24' PVMT 50' ROW 10' U.E. 10' U.E.50'EX. ROW1" =50' LOT GEOMETRY PLAN 6 SCALE IN FEET 025 50 100 Match Line For Cont. See Sheet C3.52 Match LineFor Cont. See Sheet C3.541 A 2 3 4 5 6 7 8 9 B C D E F A B C D E F 1 2 3 4 5 6 7 8 9 DRAWN BY: JOB NO.: VERTICAL DATUM: CHECKED BY: DESIGNED BY: SCALE IN FEET: APPROVED BY: Poulos & Bennett, LLC DATE:2602 E. Livingston St., Orlando, FL 32803 Tel. 407.487.2594 www.poulosandbennett.com Eng. Bus. No. 28567 07/07/2023 SUBMIT TO CITY OF OCOEE, SJRWD, & OCU DATE:NO.DESCRIPTIONS: SUBMISSIONS/REVISIONS Project Name: Sheet Title: Sheet No.: Seal: Key Map: Jurisdiction:November 27, 2023This item has been electronically signed and sealed by Joel Andrew Ivey on the date adjacent to the seal using a SHA authentication code. Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies.J. ANDREW IVEYP.E. NO. 0086607REENIGNELANOISSEFORPA DIROLFNo. 86607STATE OFESNECILJ. ANDREW IVE Y C3.55 NAVD 88 20-159 JAI PV JAI MDS WYNWOOD- PHASES 3 & 4 CITY OF OCOEE, FL 1 10/04/2023 SUBMIT TO CITY OF OCOEE, SJRWD, & OCU 2 11/27/2023 SUBMIT TO CITY OF OCOEE, & OCU LEGEND SYMBOL DESCRIPTION PROPERTY LINE RIGHT OF WAY ROAD CENTERLINE BUILDING SETBACK POND NCL PRESERVED WETLAND UPLAND BUFFER WETLAND BUFFER Tract Table Name Operation & Maintenance Area (Ac.) SW-3A HOA 0.09 SW-6 HOA 5.16 SW-7 HOA 2.51 OS-8 HOA 0.66 OS-9 HOA 1.68 OS-10 HOA 6.07 OS-11 HOA 0.77 OS-12 HOA 0.11 P-4 HOA 0.24 P-5 HOA 4.56 P-6 HOA 0.52 ROW CITY OF OCOEE 7.57 LOT PRIVATE 26.85 TOTAL 56.79 C3.51 C3.54 C3.55 C3.52C3.50 C3.53 Page 59 of 309 38 31 12 13 11 88 5 6 7 8 62 66 44 43 42 41 40 39 36 37 35 27 28 29 30 33 32 34 21 10 20 19 9 104 18 16 17 15 14 70 69 73 7271 84 85 86 79 80 81 82 83 74 75 76 77 78 89 90 91 22 67 65 63 64 68 87 58 101 102 103 61 60 59 4 23 26 24 25 268 283 333 289 296 299 276 281 282 363 364 367 374 358 350 342 357 349 341 356 348 355 347 256 354 346 255 353 345 352 344 359 351 343 275 312 300 311 301 310 302303 315 273 314 274 313 247 225 216 246 224 215 245 223 214 252 244 222 202 251 243 250 228 220 249 227 219 248 226 218 221 327 329 330 331 332 264 262 263 266 328 326 325 324 323 322 321 320 269 267265 213 212 211 210 209 208 207 206 205 204 203 197 201 200 191 193 194 195 192 319318 309 317316 272271270 308 304305306307 236237238239240 257 259 260 261 334 335 336 258 337 298297 294 284 286 287 288 290 291 285 371 372 373 376 375 340 338 339 232 233 234 230 231 235 279 278 277 365 293 292 295368 369 370 241 229 198 199 196 280 366 377 360 361 362 253 254 217 242 Briarwood Grove LaneWest Orange Tra i lGreenwood Oak DriveAsh w o o d B l u f f D r i v e Briarwo o d G r o v e L a n eWynwood Forest LaneBaywood Flower Way Ashwood Bluff Drive Spineywood CourtSpi n e y w o o d C o u r t OS-10 OPEN SPACE TRACT (6.07 Ac.) OS-9 OPEN SPACE TRACT (1.68 Ac.) TRACT C-2 WETLAND CONSERVATION TRACT (13.60 Ac.) SW-4 STORMWATER TRACT (3.72 Ac.) SW-7 STORMWATER TRACT (2.51 Ac.) P-6 PARK TRACT (0.52 Ac.) MAIL KIOSK (0.01 Ac.) P-1 PARK TRACT (0.80 Ac.) SW-2 STORMWATER TRACT (5.10 Ac.) PROPERTY BOUNDARY (TYP.) SW-6 STORMWATER TRACT (5.16 Ac.) P-5 PARK TRACT (4.43 Ac.) OS-8 OPEN SPACE TRACT (0.66 Ac.) SW-3A STORMWATER ACCESS TRACT (0.09 Ac.) SW-3 STORMWATER TRACT (1.21 Ac.) OS-11 OPEN SPACE TRACT (0.77 Ac.) P-2 PARK TRACT (0.19 Ac.) TRACT C-1 WETLAND CONSERVATION TRACT (16.76 Ac.) P-4 PARK TRACT (0.24 Ac.) PHASE LINE (TYP.) PHASE LINE (TYP.) OS-5 OPEN SPACE TRACT (11.43 Ac.) PHASE LINE (TYP.) PHASE LINE (TYP.) PHASE 1 PHASE 4 PHASE 2PHASE 3PHASE 1PHASE 2TROUT LAKE 33-21-28-0000-00-006 Estate of David Rokowski 33-21-28-0000-00-030 Walter & Susan Adams A-1 A-1 PHASE 4PHASE 325' MIN. UPLAND BUFFER 25' MIN. UPLAND BUFFER PROJECT BOUNDARY (TYP.) 34-21-28-0000-00-057 TIITF PHASE 4 PHASE 3 WETLAND BUFFER BREAM LAKE Variable Width Publi c R i g h t - O f - W a y (Abandoned CSX Rail r o a d C o r r i d o r ) 14'± Wide Asphalt Tr a i l LS-1 LIFT STATION TRACT (0.06 Ac.) D14 D30 D8 D9 D31 D12 D13 D16 D15 D10 D27 D28 D11 D17 D32 D33 EX-D73 EX-D75 EX-D77 EX-D15 EX-D16 EX-D14 D4 D5 D1 EX-D20 D6 D7D2 D21 D22 D11A EX-D74 EX-76 EX-D19 D3 D35 D34 D39 D40 D42 D41 D24 D23 D43 D44 D45 EX-D78 D19 D18 D36 D37 D20 EX-D79 D46 D26 D25 D3A D49 D50 D48D47 EX-D69 D20A D51 D52 EX-D80 EX-D70 D38 CS-3 OS-12 OPEN SPACE TRACT (0.11 Ac.) CS-4 BU-4 CS-6 BU-6 Greenwoo d O a k D r i v e Coachw o o d D r i v eBriarwood Grove LaneCoachwood Drive 1" = 100' OVERALL GRADING & DRAINAGE PLAN SCALE IN FEET 050 100 200 1 A 2 3 4 5 6 7 8 9 B C D E F A B C D E F 1 2 3 4 5 6 7 8 9 DRAWN BY: JOB NO.: VERTICAL DATUM: CHECKED BY: DESIGNED BY: SCALE IN FEET: APPROVED BY: Poulos & Bennett, LLC DATE:2602 E. Livingston St., Orlando, FL 32803 Tel. 407.487.2594 www.poulosandbennett.com Eng. Bus. No. 28567 07/07/2023 SUBMIT TO CITY OF OCOEE, SJRWD, & OCU DATE:NO.DESCRIPTIONS: SUBMISSIONS/REVISIONS Project Name: Sheet Title: Sheet No.: Seal: Key Map: Jurisdiction:November 27, 2023This item has been electronically signed and sealed by Joel Andrew Ivey on the date adjacent to the seal using a SHA authentication code. Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies.J. ANDREW IVEYP.E. NO. 0086607REENIGNELANOISSEFORPA DIROLFNo. 86607STATE OFESNECILJ. ANDREW IVE Y C4.00 NAVD 88 20-159 JAI PV JAI MDS WYNWOOD- PHASES 3 & 4 CITY OF OCOEE, FL 1 10/04/2023 SUBMIT TO CITY OF OCOEE, SJRWD, & OCU 2 11/27/2023 SUBMIT TO CITY OF OCOEE, & OCU 82.7 85 85 84 82.7 84 LEGEND SYMBOL DESCRIPTION EXISTING ELEVATION PROPOSED ELEVATION PROPOSED FLOW ARROW EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR BENCHMARK PROPOSED DRAINAGE SWALE & FLOW DIRECTION BORING LOCATION PROPOSED FES, CI, MH & DBI R-2 100.2 Page 60 of 309 214+00 215+0 0 216+ 0 0 217 + 0 05:110:1TROUT LAKE A-1 33-21-28-0000-00-030 Walter & Susan Adams D1 D2 D3 D3A D72 D71 CS-7 BU-7 P-6 PARK TRACT (0.52 Ac.) TRACT C-1 WETLAND CONSERVATION TRACT (16.76 Ac.) OS-11 OPEN SPACE TRACT (0.77 Ac.) OPEN SPACE TRACT 352 78.0 A 353 78.3 A 354 78.6 A 355 78.9 A 356 79.3 A 351 77.7 A 350 78.3 A 349 78.3 A 348 78.6 A 347 78.9 A 346 79.2 A 345 79.4 A SW-7 STORMWATER TRACT (2.51 Ac.) A C4.10 WETLAND LIMITS 25' MIN. UPLAND BUFFER 78.4' 75.5' 78.1' 73.8' 77.5' 75.0' 77.8' 74.0' 77.5' 75.5' STACKED BLOCK RETAINING WALL WITH GUIDERAIL PER FDOT STANDARD PLANS 515-070/515-080, TO BE DESIGNED AND PERMITTED SEPARATELY BY CONTRACTOR 33-21-28-0000-00-005 CLRM Investment Co. PROPERTY BOUNDARY (TYP.) SW-6 STORMWATER TRACT (5.16Ac.) WETLAND BUFFER EXISTING POND BERM TO BE RESHAPED IN THIS AREA TO ACCOMMODATE CUL-DE-SAC. POND VOLUME REMAINS UNCHANGED. Ash w o o d B l u f f D r i v e 77.3 76.9 76.6 76.3 76.0 76.3 76.6 76.9 77.276.675. 4 75. 7 76.3 77.376.677.877.978.276.977.577.577.878.178.475.465.466.177.175. 9 LP 72. 7 0 72.1 STORM STRUCTURE TABLE STRUCTURE NUMBER D1 D2 D3 D3A STRUCTURE TYPE '1' C.I. '1' C.I. '2' C.I. 30" M.E.S. TOP ELEV. 76.38 76.15 74.74 69.25 INVERTS 71.13 - 18" (W) 70.95 - 18" (E) 70.95 - 18" (NW) 70.42 - 18" (SE) 68.00 - 24" (W) 67.00 - 24" (E) STORM PIPE TABLE UPSTREAM STRUCTURE D1 D2 D3 DOWNSTREAM STRUCTURE D2 D3 D3A DESCRIPTION 18" RCP 18" RCP 24" RCP LENGTH 58' 176' 40' SLOPE 0.31% 0.30% 2.50% 1" = 50' GRADING & DRAINAGE PLAN 1 SCALE IN FEET 0 1 A 2 3 4 5 6 7 8 9 B C D E F A B C D E F 1 2 3 4 5 6 7 8 9 DRAWN BY: JOB NO.: VERTICAL DATUM: CHECKED BY: DESIGNED BY: SCALE IN FEET: APPROVED BY: Poulos & Bennett, LLC DATE:2602 E. Livingston St., Orlando, FL 32803 Tel. 407.487.2594 www.poulosandbennett.com Eng. Bus. No. 28567 07/07/2023 SUBMIT TO CITY OF OCOEE, SJRWD, & OCU DATE:NO.DESCRIPTIONS: SUBMISSIONS/REVISIONS Project Name: Sheet Title: Sheet No.: Seal: Key Map: Jurisdiction:November 27, 2023This item has been electronically signed and sealed by Joel Andrew Ivey on the date adjacent to the seal using a SHA authentication code. Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies.J. ANDREW IVEYP.E. NO. 0086607REENIGNELANOISSEFORPA DIROLFNo. 86607STATE OFESNECILJ. ANDREW IVE Y C4.01 NAVD 88 20-159 JAI PV JAI MDS WYNWOOD- PHASES 3 & 4 CITY OF OCOEE, FL 1 10/04/2023 SUBMIT TO CITY OF OCOEE, SJRWD, & OCU 2 11/27/2023 SUBMIT TO CITY OF OCOEE, & OCU Match LineFor Cont. See Sheet C4.02Match Line For Cont. See Sheet C4.04 LOT GRADING NOTES: 1.ELEVATIONS SHOWN WITHIN EACH HOUSE PAD REPRESENT THE DESIGNED FINISH FLOOR ELEVATION. CONTRACTOR TO SET FINISHED DIRT GRADE 8" BELOW THE FINISHED FLOOR ELEVATION AND COMPACT IN ACCORDANCE WITH HUD 79G REQUIREMENTS. 2.SEE SHEET C2.10 FOR BUILDING SETBACKS. 3.ALL SLOPES STEEPER THAN 6:1 SHALL BE SODDED. 4.LOT GRADING SHALL NOT IMPOSE ANY ADDITIONAL RUNOFF ONTO OR IMPEDE RUNOFF FROM ADJACENT PROPERTIES. 5.ALL SWALES LOCATED WITHIN THIS PROJECT SHALL BE CONSTRUCTED AS PART OF THE MASTER SURFACE WATER MANAGEMENT SYSTEM, NOT BY INDIVIDUAL LOT OWNERS. 6.THE CONTRACTOR SHALL INSTALL, AS PART OF THE INFRASTRUCTURE AND PRIOR TO CERTIFICATE OF COMPLETION, DROP CURBS AND HANDICAP RAMPS AT ALL INTERSECTIONS OF THE SIDEWALK WITH THE PROPOSED PAVEMENT TO MEET CITY OF OCOEE AND A.D.A. SPECIFICATIONS. C4.01 C4.05 C4.03 C4.04 C4.06 C4.02 82.7 85 85 84 82.7 84 LEGEND SYMBOL DESCRIPTION EXISTING ELEVATION PROPOSED ELEVATION PROPOSED FLOW ARROW EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR BENCHMARK PROPOSED DRAINAGE SWALE & FLOW DIRECTION BORING LOCATION PROPOSED FES, CI, MH & DBI R-2 100.2 Page 61 of 309 18+0019+0020+0021+0022+0023+0024+0025+0026+0027+0028+0040+0041+0042+0043+0044+0045+0046+0071+00 72+00 73+00 74+00 75+00 76+ 0 0103+00104+00105+00106+00107+00108+00109+00110+00111+00112+00113+00203+00204+00 205+00 206+00 207+0 0 208+ 0 0 209+0 0 210+00 211+00 212+00 213+00 214+00 31 12 13 11 88 5 6 7 8 44 43 42 41 40 27 28 29 30 21 10 20 19 9 18 16 17 15 14 70 69 73 7271 74 89 90 22 68 87 23 26 24 25 5:1 10:1 10:15:1Greenwood Oak DriveCoachw o o d D r i v e PHASE 1 PHASE 4 PHASE 1PHASE 4D12 D13 D10 D27 D28 D11 EX-D73 EX-D75 EX-D16 D4 D5 EX-D20 D6 D7 D21 D22 D11A EX-D74 EX-76 D24 D23 D19 D18 D20 D20A Wynwood Forest LaneGreenwood Oak DriveCS-3 72.05 MAIL KIOSK (0.01 Ac.) P-1 PARK TRACT (0.80 Ac.) P-2 PARK TRACT (0.19 Ac.) SW-6 STORMWATER TRACT (5.16 Ac.) OS-11 OPEN SPACE TRACT (0.77 Ac.)SW-3STORMWATER TRACT(1.21 Ac.)355 78.9 A 356 79.3 A 357 79.4 A 358 79.4 A 359 78.8 A 363 78.3 A 362 78.8 AM 361 78.8 AM 360 79.0 AM 365 78.4 A 364 79.2 A 367 79.4 A 366 78.9 A 368 77.0 A 369 77.1 A 370 76.4 A 371 75.6 A 372 75.3 A 373 75.1 A 374 75.1 A 375 75.1 A 376 75.6 A 377 76.1 A 284 76.3 AM 346 79.2 A 345 79.4 A 344 79.4 A 342 78.6 B1 341 78.6 B1 340 78.9 B1 339 81.0 AM 338 81.0 B1/AM 337 81.2 B1 336 81.4 B1 335 81.7 B1 334 82.1 B1 285 76.0 AM 286 75.6 AM 287 75.1 AM/B1 288 74.2 B1 289 73.8 B1 290 74.0 B1 291 74.5 B1 292 75.6 B1/AM 293 76.1 AM 294 76.1 AM 295 75.0 B1 296 73.9 B1 297 73.4 B1 298 72.8 B1 302 73.3 A 317 77.2 AM 333 82.6 A 321 81.4 A 322 81.0 A 323 80.9 A 324 80.2 A 325 79.5 A 326 78.8 A 327 80.9 A 328 81.2 A 329 81.6 A 330 81.7 A 331 81.9 A 332 82.2 A 303 73.8 A 304 74.3 A 305 74.8 A 306 75.3 A 307 75.8 A 308 76.3 A 309 76.3 A 310 80.9 AM 311 80.9 AM 312 80.3 AM 313 79.9 AM 314 79.1 AM 315 78.4 AM 316 77.8 AM 343 79.0 A/B1 OS-12 OPEN SPACE TRACT (0.11 Ac.)B C4.10 C C4.10 C C4.10 PHASE LINE (TYP.) 78.6' 78.4'78.4' 78.4' 78.4' 75.5' STACKED BLOCK RETAINING WALL WITH GUIDERAIL PER FDOT STANDARD PLANS 515-070/ 515-080,TO BE DESIGNED AND PERMITTED SEPARATELY BY CONTRACTOR CONTRACTOR TO REMOVE MES & PIPE CONTRACTOR TO REMOVE MES & PIPE CONTRACTOR TO REMOVE MES & PIPE CONTRACTOR TO REMOVE MES & PIPE Ashwo o d B l u f f D r i v e76.477.277.6 77.2 76. 876.476.376.676.876.676.476.7 76.8 77.4 77.3 76.9 76.9 77.2 77.4 77.0 76.5 76.6 76.9 77.2 77. 7 78.779.079.579.679.779.980.270.871.371.972.473.4 74.474.574.173.673.072.572.072.072.372.773.173.674.074.173.673.172.672.272.072.272.874.074.475.7 77.6 78 . 377.476.976.076.076.075.978.3 78.978.977.5 79.279.679.779.9 80.2 80.6 79.479.078.978.277.576.876.375. 7 79.6 77.9 77.1 76.4 75.8 75.2 74.6 71.371.872.372.873.373.8 74.374.5 76.076.978.577.978.278.478.378.778.776.978.177.078.276.676.677.9 76.577.7 76.877.078.077.975.475.174.776.076.674.2 76.574.0 76.574.176.676.874.3 74.577.077.374.8 78.876.378.175.6 73.774.374.574.275.1 74.2 75.074.7 74.675.2 73.774.7 74.172.4 72.971.5 71.3 71.4 71.7 72.7 74.373.573.471.871.371.373.072.571.977.7 75.6 77.0 75.0 76.6 74.7 79.179.580.2 74.0 76.1 78.3 77.5 73.4 75.5 76.9 74.9 72.9 72.4 74.4 76.378.678.277.1 77.177.177.680.278.077.777.7 77.777.478.9 80.1 79.0 80.2 80.379.1 79.3 80.5 80.8 80.181.481.181.180.0 79.3 80.980.980.880.678.680.480.180.177.9 81.581.8 80.5 79.8 79.571.971.175. 9 76.9HP 74.03 HP 7 8 . 3 8 HP 77.35 LP 76.12LP 75.98LP 71.89LP 76. 4 1 72.4 71.9 71.6 71.6 71.8 72.2 Briarwood Grove LaneSTORM STRUCTURE TABLE STRUCTURE NUMBER D4 D5 D6 D7 D10 D11 D11A D12 D13 STRUCTURE TYPE '4' C.I. '4' C.I. '4' C.I '2' C.I. '4' C.I. '1' C.I. M.H. '1' C.I. '1' C.I. TOP ELEV. 76.58 76.56 76.30 76.29 78.82 78.69 75.92 79.52 79.47 INVERTS 69.71 - 30" (NE) 69.74 - 36" (S) 69.83 - 30" (NE) 69.83 - 30" (SW) 69.93 - 30" (E) 69.93 - 30" (SW) 70.54 - 24" (N) 70.04 - 30" (W) 73.57 - 18" (NW) 73.45 - 18" (SE) 69.07 - 36" (N) 69.07 - 36" (S) 69.59 - 36" (N) 69.59 - 36" (S) 74.27 - 18" (NW) 74.54 - 18" (S) 74.10 - 18" (SE) 68.67 - 36" (N) 68.67 - 36" (W) STORM STRUCTURE TABLE STRUCTURE NUMBER D18 D19 D20 D20A D21 D22 D23 D24 D27 STRUCTURE TYPE '2' C.I. '2' C.I. M.H. 24" MES '4' C.I. '1' C.I. '1' C.I. '1' C.I. '3' C.I. TOP ELEV. 72.05 72.05 71.70 68.25 76.10 75.98 73.35 73.44 78.81 INVERTS 66.80 - 18" (E) 66.65 - 18" (W) 66.65 - 24" (E) 66.39 - 24" (W) 66.10 - 24" (E) 66.00 - 24" (W) 70.85 - 18" (E) 70.74 - 18" (W) 69.57 - 18" (E) 68.06 - 18" (S) 67.95 - 18" (W) 67.95 - 18" (N) 67.95 - 18" (E) 73.56 - 18" (E) STORM STRUCTURE TABLE STRUCTURE NUMBER D28 EX-D16 EX-D20 EX-D73 EX-D75 STRUCTURE TYPE '3' C.I. M.H. '2' CI M.H. M.H. TOP ELEV. 78.80 76.77 76.32 77.50 77.50 INVERTS 73.40 - 18" (W) 73.40 - 18" (S) 71.58 - 18" (N) 71.78 - 24" (S) 70.07 - 18" (N) 70.07 - 18" (E) 70.07 - 36" (S) 67.05 - 36" (N) 67.05 - 36" (S) 64.05 - 36" (E) 64.05 - 36" (W) STORM PIPE TABLE UPSTREAM STRUCTURE D4 D5 D6 D7 D9 D10 D11 D11A D12 D13 D18 D19 D20 D21 D22 D23 D24 EX-D16 EX-D20 EX-D75 DOWNSTREAM STRUCTURE EX-D73 D4 D5 D6 D13 D11 D13 D11 D13 EX-D75 D19 D20 D20A D22 D24 D24 D25 D7 D11A EX-76 DESCRIPTION 36" RCP 30" RCP 30" RCP 30" RCP 18" RCP 18" RCP 36" RCP 36" RCP 18" RCP 36" RCP 18" RCP 24" RCP 24" RCP 18" RCP 18" RCP 18" RCP 18" RCP 24" RCP 36" RCP 36" RCP LENGTH 128' 38' 33' 35' 213' 36' 133' 173' 37' 127' 35' 127' 33' 36' 129' 36' 280' 187' 95' 54' SLOPE 2.10% 0.32% 0.31% 0.31% 0.30% 0.33% 0.30% 0.30% 0.47% 3.64% 0.43% 0.20% 0.30% 0.31% 1.26% 0.31% 1.17% 0.66% 0.51% 0.09% 1" = 50' GRADING & DRAINAGE PLAN 2 SCALE IN FEET 0 1 A 2 3 4 5 6 7 8 9 B C D E F A B C D E F 1 2 3 4 5 6 7 8 9 DRAWN BY: JOB NO.: VERTICAL DATUM: CHECKED BY: DESIGNED BY: SCALE IN FEET: APPROVED BY: Poulos & Bennett, LLC DATE:2602 E. Livingston St., Orlando, FL 32803 Tel. 407.487.2594 www.poulosandbennett.com Eng. Bus. No. 28567 07/07/2023 SUBMIT TO CITY OF OCOEE, SJRWD, & OCU DATE:NO.DESCRIPTIONS: SUBMISSIONS/REVISIONS Project Name: Sheet Title: Sheet No.: Seal: Key Map: Jurisdiction:November 27, 2023This item has been electronically signed and sealed by Joel Andrew Ivey on the date adjacent to the seal using a SHA authentication code. Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies.J. ANDREW IVEYP.E. NO. 0086607REENIGNELANOISSEFORPA DIROLFNo. 86607STATE OFESNECILJ. ANDREW IVE Y C4.02 NAVD 88 20-159 JAI PV JAI MDS WYNWOOD- PHASES 3 & 4 CITY OF OCOEE, FL 1 10/04/2023 SUBMIT TO CITY OF OCOEE, SJRWD, & OCU 2 11/27/2023 SUBMIT TO CITY OF OCOEE, & OCU Match LineFor Cont. See Sheet C4.03Match Line For Cont. See Sheet C4.05Match LineFor Cont. See Sheet C4.01C4.01 C4.05 C4.03 C4.04 C4.06 C4.02 LOT GRADING NOTES: 1.ELEVATIONS SHOWN WITHIN EACH HOUSE PAD REPRESENT THE DESIGNED FINISH FLOOR ELEVATION. CONTRACTOR TO SET FINISHED DIRT GRADE 8" BELOW THE FINISHED FLOOR ELEVATION AND COMPACT IN ACCORDANCE WITH HUD 79G REQUIREMENTS. 2.SEE SHEET C2.10 FOR BUILDING SETBACKS. 3.ALL SLOPES STEEPER THAN 6:1 SHALL BE SODDED. 4.LOT GRADING SHALL NOT IMPOSE ANY ADDITIONAL RUNOFF ONTO OR IMPEDE RUNOFF FROM ADJACENT PROPERTIES. 5.ALL SWALES LOCATED WITHIN THIS PROJECT SHALL BE CONSTRUCTED AS PART OF THE MASTER SURFACE WATER MANAGEMENT SYSTEM, NOT BY INDIVIDUAL LOT OWNERS. 6.THE CONTRACTOR SHALL INSTALL, AS PART OF THE INFRASTRUCTURE AND PRIOR TO CERTIFICATE OF COMPLETION, DROP CURBS AND HANDICAP RAMPS AT ALL INTERSECTIONS OF THE SIDEWALK WITH THE PROPOSED PAVEMENT TO MEET CITY OF OCOEE AND A.D.A. SPECIFICATIONS. 82.7 85 85 84 82.7 84 LEGEND SYMBOL DESCRIPTION EXISTING ELEVATION PROPOSED ELEVATION PROPOSED FLOW ARROW EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR BENCHMARK PROPOSED DRAINAGE SWALE & FLOW DIRECTION BORING LOCATION PROPOSED FES, CI, MH & DBI R-2 100.2 Page 62 of 309 76+ 0 0 77+ 0 0 78+ 0 0 79+0 0 80+00 81+00 82+00 83+00 84+00 85+00 86+00 87+00 88+00 180+00181+00182+00183+00184+00185+00186+00187+00139+00140+00141+00142+00143+00144+00144+94200+00 201+00 202+00203+00 118 117 116 88 119 120 121 73 84 85 86 79 80 81 82 83 74 75 76 77 78 89 90 91 127 126 132 131 130 129 128 171 172 173 174 175 176 177 178 179 180 190 187 186 188 189 182 181 185 184 183 Coachwood Drive Sandalwood Isle wayPHASE 2 PHASE 1 PHASE 4PHASE 3PHASE 2PHASE 1PHASE 2PHASE 3PHASE 1PHASE 3BREAM LAKE D35 EX-D79 D26 D25 D49 D50 D48 D47 EX-D69 D51 D52 EX-D80 EX-D70Spineywood CourtCS-3 OS-4 OPEN SPACE TRACT (2.71 Ac.) LS-1 LIFT STATION TRACT (0.06 Ac.) SW-4 STORMWATER TRACT (3.72 Ac.) SW-2 STORMWATER TRACT (5.10 Ac.)SW-3STORMWATER TRACT(1.21 Ac.)SW-3A STORMWATER ACCESS TRACT (0.09 Ac.) TRACT C-2 WETLAND CONSERVATION TRACT (13.60 Ac.) 280 71.6 A 191 71.2 B1 192 71.2 B1 279 71.1 A 193 71.1 B1 194 70.6 B1 195 70.2 B1 196 69.9 B1 283 71.9 A 282 71.9 A 278 70.8 A 277 70.6 A 276 70.3 A 205 73.4 204 72.7 A 203 72.3 A 202 71.8 A 201 71.4 A 200 70.9 B1/A 199 70.2 B1 198 70.2 B1 197 69.8 B1 296 73.9 297 73.4 B1 298 72.8 B1 299 72.6 B1 273 70.8 A 274 71.3 A 275 72.0 A 300 72.3 A 301 72.8 A 302 73.3 A 317 77.2 AM 318 76.8 AM 319 76.8 AM 270 75.4 AM 271 74.8 AM 272 74.2 AM 303 73.8 A 304 74.3 A 315 78.4 AM 316 77.8 AM 281 71.6 A C4.10 C C4.10 WETLAND LIMITS PHASE LINE (TYP.) PHASE LINE (TYP.) 25' MIN. UPLAND BUFFER PHASE LINE (TYP.)69.969.669.168.868.668.368.368.5 69.770.1 70.871.371.9 75.8 75.2 74.6 74.8 73.4 72.8 72.2 72.1 71.169.568.768.568.8 69.3 70.070.370.871.371.8 68.368.368.768.768.969.469.870.370.768.468.769.169.669.773.573.471.371.372.571.976.9 74.9 72.9 72.4 74.4 76.3 71.971.973.9 75.9 75.2 73.4 71.571.9 74.6 71.2 72.9 70.5 72.3 74.0 73.5 70.1 71.871.171.1 69.5 69.8 70.0 70.8 70.372.872.271.570.670.270.069.969.369.1 69.0 69.1 68.7 68.4 68.3 68.3 68.7 68.7 70.1 70.6 71.0 71.5 71.0 70.7 69.969.3 69.3 68.9 68.9 69.0 69.3 69.7 70.2 70.369.9LP 68.00Ashwood Bluf f D r i v e HP 69.88 STORM STRUCTURE TABLE STRUCTURE NUMBER D25 D26 D47 D48 D49 D50 D51 D52 EX-D69 EX-D79 STRUCTURE TYPE '1' C.I. '1' C.I. '1' C.I. '1' C.I. '1' C.I. '1' C.I. '2' C.I. '2' C.I. M.H. M.H. TOP ELEV. 70.03 70.24 68.58 68.60 69.20 69.17 68.16 68.15 68.50 71.50 INVERTS 64.66 - 18" (W) 64.16 - 24" (NW) 64.04 - 24" (SE) 64.04 - 24" (N) 63.33 - 18" (E) 63.20 - 18" (W) 58.60 - 48" (S) 58.60 - 48" (N) 63.95 - 18" (E) 63.80 - 18" (W) 63.80 - 18" (S) 59.11 - 18" (E) 58.33 - 48" (S) 58.97 - 18" (W) 63.04 - 18" (N) 58.33 - 48" (E) 57.94 - 48" (W) 54.10 - 48" (E) 60.10 - 24" (S) 60.10 - 24" (NW) STORM PIPE TABLE UPSTREAM STRUCTURE D25 D26 D46 D47 D48 D49 D50 D51 D52 DOWNSTREAM STRUCTURE D26 EX-D79 D48 D48 D52 D50 D52 D52 EX-D69 DESCRIPTION 24" RCP 24" RCP 48" RCP 18" RCP 48" RCP 18" RCP 18" RCP 18" RCP 48" RCP LENGTH 39' 130' 279' 35' 90' 35' 152' 35' 128' SLOPE 0.31% 3.02% 0.72% 0.37% 0.30% 0.42% 0.50% 0.40% 0.31% 1" = 50' GRADING & DRAINAGE PLAN 3 SCALE IN FEET 0 1 A 2 3 4 5 6 7 8 9 B C D E F A B C D E F 1 2 3 4 5 6 7 8 9 DRAWN BY: JOB NO.: VERTICAL DATUM: CHECKED BY: DESIGNED BY: SCALE IN FEET: APPROVED BY: Poulos & Bennett, LLC DATE:2602 E. Livingston St., Orlando, FL 32803 Tel. 407.487.2594 www.poulosandbennett.com Eng. Bus. No. 28567 07/07/2023 SUBMIT TO CITY OF OCOEE, SJRWD, & OCU DATE:NO.DESCRIPTIONS: SUBMISSIONS/REVISIONS Project Name: Sheet Title: Sheet No.: Seal: Key Map: Jurisdiction:November 27, 2023This item has been electronically signed and sealed by Joel Andrew Ivey on the date adjacent to the seal using a SHA authentication code. Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies.J. ANDREW IVEYP.E. NO. 0086607REENIGNELANOISSEFORPA DIROLFNo. 86607STATE OFESNECILJ. ANDREW IVE Y C4.03 NAVD 88 20-159 JAI PV JAI MDS WYNWOOD- PHASES 3 & 4 CITY OF OCOEE, FL 1 10/04/2023 SUBMIT TO CITY OF OCOEE, SJRWD, & OCU 2 11/27/2023 SUBMIT TO CITY OF OCOEE, & OCU Match Line For Cont. See Sheet C4.06Match LineFor Cont. See Sheet C4.02C4.01 C4.05 C4.03 C4.04 C4.06 C4.02 LOT GRADING NOTES: 1.ELEVATIONS SHOWN WITHIN EACH HOUSE PAD REPRESENT THE DESIGNED FINISH FLOOR ELEVATION. CONTRACTOR TO SET FINISHED DIRT GRADE 8" BELOW THE FINISHED FLOOR ELEVATION AND COMPACT IN ACCORDANCE WITH HUD 79G REQUIREMENTS. 2.SEE SHEET C2.10 FOR BUILDING SETBACKS. 3.ALL SLOPES STEEPER THAN 6:1 SHALL BE SODDED. 4.LOT GRADING SHALL NOT IMPOSE ANY ADDITIONAL RUNOFF ONTO OR IMPEDE RUNOFF FROM ADJACENT PROPERTIES. 5.ALL SWALES LOCATED WITHIN THIS PROJECT SHALL BE CONSTRUCTED AS PART OF THE MASTER SURFACE WATER MANAGEMENT SYSTEM, NOT BY INDIVIDUAL LOT OWNERS. 6.THE CONTRACTOR SHALL INSTALL, AS PART OF THE INFRASTRUCTURE AND PRIOR TO CERTIFICATE OF COMPLETION, DROP CURBS AND HANDICAP RAMPS AT ALL INTERSECTIONS OF THE SIDEWALK WITH THE PROPOSED PAVEMENT TO MEET CITY OF OCOEE AND A.D.A. SPECIFICATIONS. 82.7 85 85 84 82.7 84 LEGEND SYMBOL DESCRIPTION EXISTING ELEVATION PROPOSED ELEVATION PROPOSED FLOW ARROW EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR BENCHMARK PROPOSED DRAINAGE SWALE & FLOW DIRECTION BORING LOCATION PROPOSED FES, CI, MH & DBI R-2 100.2 Page 63 of 309 Variable W i d t h P u b l i c R i g h t - o f - W a y (Abandon e d C S X R a i l r o a d C o r r i d o r ) 14'± Wide A s p h a l t T r a i l 10:1 West Oran g e T r a i l 63'EX. ROWTROUT LAKE TRACT C-1 WETLAND CONSERVATION TRACT (16.76 Ac.) OS-10 OPEN SPACE TRACT (6.07 Ac.) WETLAND LIMITS 25' MIN. UPLAND BUFFER PROPERTY BOUNDARY (TYP.) 33-21-28-0000-00-005 CLRM Investment Co. PHASE LINE (TYP.) SW-6 STORMWATER TRACT (5.16 Ac.) 1" = 50' GRADING & DRAINAGE PLAN 4 SCALE IN FEET 0 1 A 2 3 4 5 6 7 8 9 B C D E F A B C D E F 1 2 3 4 5 6 7 8 9 DRAWN BY: JOB NO.: VERTICAL DATUM: CHECKED BY: DESIGNED BY: SCALE IN FEET: APPROVED BY: Poulos & Bennett, LLC DATE:2602 E. Livingston St., Orlando, FL 32803 Tel. 407.487.2594 www.poulosandbennett.com Eng. Bus. No. 28567 07/07/2023 SUBMIT TO CITY OF OCOEE, SJRWD, & OCU DATE:NO.DESCRIPTIONS: SUBMISSIONS/REVISIONS Project Name: Sheet Title: Sheet No.: Seal: Key Map: Jurisdiction:November 27, 2023This item has been electronically signed and sealed by Joel Andrew Ivey on the date adjacent to the seal using a SHA authentication code. Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies.J. ANDREW IVEYP.E. NO. 0086607REENIGNELANOISSEFORPA DIROLFNo. 86607STATE OFESNECILJ. ANDREW IVE Y C4.04 NAVD 88 20-159 JAI PV JAI MDS WYNWOOD- PHASES 3 & 4 CITY OF OCOEE, FL 1 10/04/2023 SUBMIT TO CITY OF OCOEE, SJRWD, & OCU 2 11/27/2023 SUBMIT TO CITY OF OCOEE, & OCU Match LineFor Cont. See Sheet C4.05Match Line For Cont. See Sheet C4.01 C4.01 C4.05 C4.03 C4.04 C4.06 C4.02 LOT GRADING NOTES: 1.ELEVATIONS SHOWN WITHIN EACH HOUSE PAD REPRESENT THE DESIGNED FINISH FLOOR ELEVATION. CONTRACTOR TO SET FINISHED DIRT GRADE 8" BELOW THE FINISHED FLOOR ELEVATION AND COMPACT IN ACCORDANCE WITH HUD 79G REQUIREMENTS. 2.SEE SHEET C2.10 FOR BUILDING SETBACKS. 3.ALL SLOPES STEEPER THAN 6:1 SHALL BE SODDED. 4.LOT GRADING SHALL NOT IMPOSE ANY ADDITIONAL RUNOFF ONTO OR IMPEDE RUNOFF FROM ADJACENT PROPERTIES. 5.ALL SWALES LOCATED WITHIN THIS PROJECT SHALL BE CONSTRUCTED AS PART OF THE MASTER SURFACE WATER MANAGEMENT SYSTEM, NOT BY INDIVIDUAL LOT OWNERS. 6.THE CONTRACTOR SHALL INSTALL, AS PART OF THE INFRASTRUCTURE AND PRIOR TO CERTIFICATE OF COMPLETION, DROP CURBS AND HANDICAP RAMPS AT ALL INTERSECTIONS OF THE SIDEWALK WITH THE PROPOSED PAVEMENT TO MEET CITY OF OCOEE AND A.D.A. SPECIFICATIONS. 82.7 85 85 84 82.7 84 LEGEND SYMBOL DESCRIPTION EXISTING ELEVATION PROPOSED ELEVATION PROPOSED FLOW ARROW EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR BENCHMARK PROPOSED DRAINAGE SWALE & FLOW DIRECTION BORING LOCATION PROPOSED FES, CI, MH & DBI R-2 100.2 Page 64 of 309 28+0029+0030+0031+00112+00113+00114+00115+00 116+0 0 117+0 0 118+00 119+00 120+00 121+00 121+99 220+00 221+00 222+00 223+00 5:1 10:1 West Orange Tra i lWynwood Forest LaneVariable Width P u b l i c R i g h t - o f - W a y (Abandoned CSX R a i l r o a d C o r r i d o r ) 14'± Wide Aspha l t T r a i l50'EX. ROWPHASE 4 PHASE 3 D14 D30 D8 D9 D31 D16 D15 D28 D17 D32 D33 EX-D77 EX-D78 SW-6 STORMWATER TRACT (5.16 Ac.) OS-10 OPEN SPACE TRACT (6.07 Ac.) P-5 PARK TRACT (4.43 Ac.) 335 81.7 B1 334 82.1 B1 261 82.2 B1 260 82.4 B1 259 83.1 AM/B1 258 83.4 AM 257 83.4 AM 256 82.1 B1255 81.3 B1254 80.8 B1253 80.0 B1 252 81.4 A 251 81.8 A 250 82.4 A 249 82.9 A 248 83.6 A 247 83.9 A 246 84.2 A 245 84.5 A 244 84.6 A 243 84.6 A 242 84.3 A 241 81.9 A 240 80.7 A 239 80.0 A 238 79.0 A 237 78.2 A 236 77.3 A 317 77.2 AM 262 82.7 A 263 82.9 A 264 83.2 A 265 83.4 A 266 83.6 A 333 82.6 A 267 82.8 A 268 82.7 A 269 82.0 A 320 81.7 A 321 81.4 A 322 81.0 A 332 82.2 A 310 80.9 AM 311 80.9 AM 312 80.3 AM 313 79.9 AM 314 79.1 AM 315 78.4 AM 316 77.8 AM D C4.10 D C4.10 C C4.10 PROPERTY BOUNDARY (TYP.) PHASE LINE (TYP.) PARK TRACT79.980.280.680.780.981.181.481.681.5 80.5 79.8 79.3 78.5 78.0 78.1 79.8 80.4 80.9 81.9 82.2 82.5 82.6 82.3 81.7 81.381.080.979.1 78.7 78.0 77.0 76.2 75.3 79.9 80.2 80.6 80.780.981.281.4 82.5 80.780.079.779.479.078.979.6 78.9 78.3 77.9 77.1 76.4 75.8 75.2 74.6 79.3 80.5 80.8 80.181.481.181.180.0 81.581.8 81.880.5 80.882.081.982.182.4 81.1 82.6 81.8 82.9 81.7 80.882.381.678.677.477.978.779.280.6 82.2 80.781.282.5 80.579.579.580.379.580.2 79.8 79.581.2 81.7 81.5 81.3 78.579.4 81.6 79.780.681.081.682.182.883.183.482.983.583.883.779.981.5 79.278.277.476.579.179.9 80.4HP 82.54 HP 81.98 LP 78.00HP 8 0 . 0 0 Briarwo o d G r o v e L a n e Baywood Flower W a y STORM STRUCTURE TABLE STRUCTURE NUMBER D8 D9 D14 D15 D16 D17 D27 D28 D30 D31 D32 D33 EX-D77 STRUCTURE TYPE '1' C.I. '1' C.I. '1' C.I. '1' C.I. '1' C.I. '2' C.I. '3' C.I. '3' C.I. '1' C.I. M.H. '1' C.I. '1' C.I. M.H. TOP ELEV. 80.54 80.52 81.53 79.17 79.34 77.92 78.81 78.80 80.67 79.91 77.92 77.77 77.50 INVERTS 75.29 - 18" (W) 75.18 - 18" (E) 75.18 - 18" (N) 76.78 - 18" (W) 73.92 - 18" (SE) 73.80 - 18" (E) 73.80 - 18" (NW) 73.80 - 18" (W) 72.67 - 18" (E) 72.67 - 24" (N) 73.56 - 18" (E) 73.40 - 18" (W) 73.40 - 18" (S) 73.50 - 18" (N) 72.96 - 18" (N) 73.35 - 18" (S) 72.96 - 18" (E) 72.67 - 18" (N) 72.55 - 18" (W) 72.55 - 18" (S) 72.05 - 24" (E) 72.10 - 24" (S) 72.05 - 30" (N) STORM PIPE TABLE UPSTREAM STRUCTURE D34 D35 D36 D37 D38 D39 D40 D41 D42 D43 D44 D45 DOWNSTREAM STRUCTURE D35 D38 D37 D38 D46 D40 D42 D42 D43 D45 D45 D46 DESCRIPTION 18" RCP 30" RCP 18" RCP 18" RCP 36" RCP 18" RCP 18" RCP 18" RCP 24" RCP 24" RCP 18" RCP 30" RCP LENGTH 37' 192' 32' 35' 59' 36' 158' 35' 70' 158' 42' 200' SLOPE 0.33% 1.39% 0.32% 0.31% 0.30% 0.31% 0.50% 0.31% 0.79% 0.50% 0.38% 0.50% 1" = 50' GRADING & DRAINAGE PLAN 5 SCALE IN FEET 0 1 A 2 3 4 5 6 7 8 9 B C D E F A B C D E F 1 2 3 4 5 6 7 8 9 DRAWN BY: JOB NO.: VERTICAL DATUM: CHECKED BY: DESIGNED BY: SCALE IN FEET: APPROVED BY: Poulos & Bennett, LLC DATE:2602 E. Livingston St., Orlando, FL 32803 Tel. 407.487.2594 www.poulosandbennett.com Eng. Bus. No. 28567 07/07/2023 SUBMIT TO CITY OF OCOEE, SJRWD, & OCU DATE:NO.DESCRIPTIONS: SUBMISSIONS/REVISIONS Project Name: Sheet Title: Sheet No.: Seal: Key Map: Jurisdiction:November 27, 2023This item has been electronically signed and sealed by Joel Andrew Ivey on the date adjacent to the seal using a SHA authentication code. Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies.J. ANDREW IVEYP.E. NO. 0086607REENIGNELANOISSEFORPA DIROLFNo. 86607STATE OFESNECILJ. ANDREW IVE Y C4.05 NAVD 88 20-159 JAI PV JAI MDS WYNWOOD- PHASES 3 & 4 CITY OF OCOEE, FL 1 10/04/2023 SUBMIT TO CITY OF OCOEE, SJRWD, & OCU 2 11/27/2023 SUBMIT TO CITY OF OCOEE, & OCU Match LineFor Cont. See Sheet C4.06Match LineFor Cont. See Sheet C4.04Match Line For Cont. See Sheet C4.02 C4.01 C4.05 C4.03 C4.04 C4.06 C4.02 LOT GRADING NOTES: 1.ELEVATIONS SHOWN WITHIN EACH HOUSE PAD REPRESENT THE DESIGNED FINISH FLOOR ELEVATION. CONTRACTOR TO SET FINISHED DIRT GRADE 8" BELOW THE FINISHED FLOOR ELEVATION AND COMPACT IN ACCORDANCE WITH HUD 79G REQUIREMENTS. 2.SEE SHEET C2.10 FOR BUILDING SETBACKS. 3.ALL SLOPES STEEPER THAN 6:1 SHALL BE SODDED. 4.LOT GRADING SHALL NOT IMPOSE ANY ADDITIONAL RUNOFF ONTO OR IMPEDE RUNOFF FROM ADJACENT PROPERTIES. 5.ALL SWALES LOCATED WITHIN THIS PROJECT SHALL BE CONSTRUCTED AS PART OF THE MASTER SURFACE WATER MANAGEMENT SYSTEM, NOT BY INDIVIDUAL LOT OWNERS. 6.THE CONTRACTOR SHALL INSTALL, AS PART OF THE INFRASTRUCTURE AND PRIOR TO CERTIFICATE OF COMPLETION, DROP CURBS AND HANDICAP RAMPS AT ALL INTERSECTIONS OF THE SIDEWALK WITH THE PROPOSED PAVEMENT TO MEET CITY OF OCOEE AND A.D.A. SPECIFICATIONS. 82.7 85 85 84 82.7 84 LEGEND SYMBOL DESCRIPTION EXISTING ELEVATION PROPOSED ELEVATION PROPOSED FLOW ARROW EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR BENCHMARK PROPOSED DRAINAGE SWALE & FLOW DIRECTION BORING LOCATION PROPOSED FES, CI, MH & DBI R-2 100.2 Page 65 of 309 1 9 4 + 4 6186+00187+00188+00189+00190+001 9 1 + 0 0 19 2 + 0 0 1 9 3 + 0 0 1 9 4 + 0 0 223+00 224+00 225+00 West Orange Tra i l Variable Width Pub l i c R i g h t - o f - W a y (Abandoned CSX Ra i l r o a d C o r r i d o r ) 14'± Wide Asphalt T r a i l 50'EX. ROWPHASE 3PHASE 2D35 D34 D39 D40 D42 D41 D43 D44 D45 D38 D36 D37 D46 BREAM LAKE TRACT C-2 WETLAND CONSERVATION TRACT (13.60 Ac.) OS-5 OPEN SPACE TRACT (11.43 Ac.) OS-9 OPEN SPACE TRACT (1.68 Ac.) P-4 PARK TRACT (0.24 Ac.) OS-8 OPEN SPACE TRACT (0.66 Ac.) 237 78.2 A 236 77.3 A 235 76.7 A 234 74.0 A 233 74.2 A 232 74.7 A 231 74.7 A 230 75.0 A 229 75.2 A 228 75.3 A 227 75.5 A 226 75.8 A 225 76.1 A 224 76.6 A 218 76.7 A 217 76.5 A 216 76.5 A 215 76.1 A 214 76.0 A 213 74.9 A 212 74.7 A 211 74.5 A 210 74.5 A 209 74.1 A 208 74.0 A 207 73.8 A 206 73.6 A 205 73.4 A 204 72.7 A 203 72.3 A317 77.2 AM 318 76.8 AM 319 76.8 AM 270 75.4 AM 271 74.8 AM 272 74.2 AM 315 78.4 AM 316 77.8 AM 223 76.8 A 222 77.1 A 221 77.2 A 220 77.0 A 219 76.9 A E C4.10 F C4.10 D C4.10 E C4.10 PROPERTY BOUNDARY (TYP.) WETLAND LIMITS PHASE LINE (TYP.) 25' MIN. UPLAND BUFFER 75.7' 75.7' 75.7' 73.3' 75.9' 73.5' STACKED BLOCK RETAINING WALL, MAX. HEIGHT=2.4' DESIGNED & PERMITTED SEPARATELY BY CONTRACTOR P-5 PARK TRACT (4.56Ac.) 76.2' 76.2' 76.2 75.3 73.3 71.2 72.072.272.772.973.073.2 7 3 . 3 73.5 73.5 73. 8 7 4 . 1 74.5 7 4 . 774.57 4 . 5 7 4 . 5 7 4 . 1 74. 0 73. 8 73. 572.975.8 75.2 74.6 74.8 73.4 72.8 72.2 72.1 71.171.970.370.771.471.671.872.072.172.572.572.777.476.575.974.574.473.3 73.173.974.7 75.976.575.575.074.674.6 7 4 . 674.874.2 73.9 73.9 72.775.775.975.775.475.474.875.273.973.7 73.3 73.2 73.0 72.8 72.6 71.9 71.5 73.8 73.6 76.274.875.176.476.375.2 75.0 76.2 76.2 74.9 HP 7 4 . 7 9HP 71.4475.276.8S p i n e y w o o d C o u r t Baywood Flower Way STORM STRUCTURE TABLE STRUCTURE NUMBER D34 D35 D36 D37 D38 D39 D40 D41 D42 D43 D44 D45 D46 STRUCTURE TYPE 1' C.I. '1' C.I. '3' C.I. '1' C.I. '3' C.I. '1' C.I. '1' C.I. '1' C.I. '1' C.I. M.H. '1' C.I. '1' C.I. '1' C.I. TOP ELEV. 74.55 74.73 71.78 71.76 71.81 74.46 74.42 73.66 73.66 73.01 72.56 72.45 71.29 INVERTS 69.30 - 18" (N) 68.68 - 24" (W) 69.18 - 18" (S) 68.18 - 30" (E) 66.53 - 18" (NW) 66.43 - 18" (SE) 66.43 - 18" (N) 65.52 - 30" (W) 66.32 - 18" (S) 65.52 - 36" (E) 69.21 - 18" (NE) 69.10 - 18" (SW) 69.10 - 18" (NW) 68.41 - 18" (N) 68.30 - 18" (SE) 68.30 - 18" (S) 68.30 - 24" (NW) 67.75 - 24" (SE) 67.75 - 24" (N) 67.31 - 18" (E) 67.15 - 18" (W) 66.96 - 24" (S) 66.46 - 30" (N) 65.34 - 36" (W) 65.46 - 30" (S) 60.60 - 48" (N) STORM PIPE TABLE UPSTREAM STRUCTURE D8 D14 D15 D16 D17 D27 D28 D30 D31 D32 D33 DOWNSTREAM STRUCTURE D9 D16 D16 D17 EX-D77 D28 D31 D31 D33 D33 D35 DESCRIPTION 18" RCP 18" RCP 18" RCP 18" RCP 24" RCP 18" RCP 18" RCP 18" RCP 18" RCP 18" RCP 24" RCP LENGTH 35' 219' 39' 170' 169' 35' 145' 50' 136' 36' 200' SLOPE 0.31% 1.36% 0.31% 0.67% 0.34% 0.46% 0.30% 0.30% 0.30% 0.33% 1.68% 1" = 50' GRADING & DRAINAGE PLAN 6 SCALE IN FEET 0 1 A 2 3 4 5 6 7 8 9 B C D E F A B C D E F 1 2 3 4 5 6 7 8 9 DRAWN BY: JOB NO.: VERTICAL DATUM: CHECKED BY: DESIGNED BY: SCALE IN FEET: APPROVED BY: Poulos & Bennett, LLC DATE:2602 E. Livingston St., Orlando, FL 32803 Tel. 407.487.2594 www.poulosandbennett.com Eng. Bus. No. 28567 07/07/2023 SUBMIT TO CITY OF OCOEE, SJRWD, & OCU DATE:NO.DESCRIPTIONS: SUBMISSIONS/REVISIONS Project Name: Sheet Title: Sheet No.: Seal: Key Map: Jurisdiction:November 27, 2023This item has been electronically signed and sealed by Joel Andrew Ivey on the date adjacent to the seal using a SHA authentication code. Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies.J. ANDREW IVEYP.E. NO. 0086607REENIGNELANOISSEFORPA DIROLFNo. 86607STATE OFESNECILJ. ANDREW IVE Y C4.06 NAVD 88 20-159 JAI PV JAI MDS WYNWOOD- PHASES 3 & 4 CITY OF OCOEE, FL 1 10/04/2023 SUBMIT TO CITY OF OCOEE, SJRWD, & OCU 2 11/27/2023 SUBMIT TO CITY OF OCOEE, & OCU Match LineFor Cont. See Sheet C4.05Match Line For Cont. See Sheet C4.03 C4.01 C4.05 C4.03 C4.04 C4.06 C4.02 LOT GRADING NOTES: 1.ELEVATIONS SHOWN WITHIN EACH HOUSE PAD REPRESENT THE DESIGNED FINISH FLOOR ELEVATION. CONTRACTOR TO SET FINISHED DIRT GRADE 8" BELOW THE FINISHED FLOOR ELEVATION AND COMPACT IN ACCORDANCE WITH HUD 79G REQUIREMENTS. 2.SEE SHEET C2.10 FOR BUILDING SETBACKS. 3.ALL SLOPES STEEPER THAN 6:1 SHALL BE SODDED. 4.LOT GRADING SHALL NOT IMPOSE ANY ADDITIONAL RUNOFF ONTO OR IMPEDE RUNOFF FROM ADJACENT PROPERTIES. 5.ALL SWALES LOCATED WITHIN THIS PROJECT SHALL BE CONSTRUCTED AS PART OF THE MASTER SURFACE WATER MANAGEMENT SYSTEM, NOT BY INDIVIDUAL LOT OWNERS. 6.THE CONTRACTOR SHALL INSTALL, AS PART OF THE INFRASTRUCTURE AND PRIOR TO CERTIFICATE OF COMPLETION, DROP CURBS AND HANDICAP RAMPS AT ALL INTERSECTIONS OF THE SIDEWALK WITH THE PROPOSED PAVEMENT TO MEET CITY OF OCOEE AND A.D.A. SPECIFICATIONS. 82.7 85 85 84 82.7 84 LEGEND SYMBOL DESCRIPTION EXISTING ELEVATION PROPOSED ELEVATION PROPOSED FLOW ARROW EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR BENCHMARK PROPOSED DRAINAGE SWALE & FLOW DIRECTION BORING LOCATION PROPOSED FES, CI, MH & DBI R-2 100.2 Page 66 of 309 EXISTING TRACT C-1 TRACT SW-6 VARIES LOTWETLANDLINELOTLINE TYPICAL SECTION N.T.S.A 1%DOUBLE SILT FENCE EXISTING GRADE DISTURBED SLOPE TO BE RESTORED STACKED BLOCK RETAINING WALL WITH GUIDERAIL PER FDOT STANDARD PLANS 515-070/515-080; TO BE DESIGNED & PERMITTED SEPARATELY BY CONTRACTOR EXISTING SLOPE TO BE EXCAVATED AS NEEDED TO INSTALL WALL FOOTER 1%LOTLINEEXISTING LOT PROPOSED LOT 10' SOD SILT FENCE EXISTING GRADE MATCH EXISTING GRADE VARIES 4:1 MA X TYPICAL SECTION N.T.S.B TRACTLINEPOND TRACT WITH EXISTING POND PROPOSED LOT SILT FENCE VARIES 1% MIN. 4:1 MAX VARIES 1% MIN., 4 : 1 M A X EXISTING POND BERM MATCH EXISTING GRADE AT TOP OF BANK TYPICAL SECTION N.T.S.C 1%LOTLINEOPEN SPACE/PARK TRACT LOT SILT FENCE EXISTING GRADE 6:1 TYPICAL SECTION N.T.S.D VARIES SEEED & MULCH MATCH EXISTING GRADE 1%LOTLINEOPEN SPACE TRACTLOT DOUBLE SILT FENCE EXISTING GRADE 4:1 TYPICAL SECTION N.T.S.E VARIES SOD MATCH EXISTING GRADE EXISTING TRACT C-2TRACT OS-8LOT TRACTLINELOTLINETYPICAL SECTION N.T.S.F 1% DOUBLE SILT FENCE MATCH EXISTING GRADE STACKED BLOCK RETAINING WALL, MAX. HEIGHT=2.4', DESIGNED & PERMITTED SEPARATELY BY CONTRACTOR 4:1 VARIES SOD EXISTING SLOPE TO BE EXCAVATED AS NEEDED TO INSTALL WALL FOOTER 1 A 2 3 4 5 6 7 8 9 B C D E F A B C D E F 1 2 3 4 5 6 7 8 9 DRAWN BY: JOB NO.: VERTICAL DATUM: CHECKED BY: DESIGNED BY: SCALE IN FEET: APPROVED BY: Poulos & Bennett, LLC DATE:2602 E. Livingston St., Orlando, FL 32803 Tel. 407.487.2594 www.poulosandbennett.com Eng. Bus. No. 28567 07/07/2023 SUBMIT TO CITY OF OCOEE, SJRWD, & OCU DATE:NO.DESCRIPTIONS: SUBMISSIONS/REVISIONS Project Name: Sheet Title: Sheet No.: Seal: Key Map: Jurisdiction:November 27, 2023This item has been electronically signed and sealed by Joel Andrew Ivey on the date adjacent to the seal using a SHA authentication code. Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies.J. ANDREW IVEYP.E. NO. 0086607REENIGNELANOISSEFORPA DIROLFNo. 86607STATE OFESNECILJ. ANDREW IVE Y C4.10 NAVD 88 20-159 JAI PV JAI MDS WYNWOOD- PHASES 3 & 4 CITY OF OCOEE, FL 1 10/04/2023 SUBMIT TO CITY OF OCOEE, SJRWD, & OCU 2 11/27/2023 SUBMIT TO CITY OF OCOEE, & OCU AS SHOWN TYPICAL GRADING SECTIONS Page 67 of 309 PLAN VIEW TYPE 'C' DBI B A 24" RCP 37"24"STRUCTURE INV. EL. 62.25 PIPE INV. EL. 62.75 SECTION A SECTION B EXISTING STRUCTURE TOP EL. 67.00 GROUT STRUCTURE TO SPRING LINE 24" RCP1' MIN.24"RCPCAST IRON GRATE SECURED BY EYEBOLT & CHAIN (TYP.) Existing Outfall Structure CS-3 1" = 2' ADJUSTED STRUCTURE TOP EL. 67.70 BOTTOM: 66.0 10 5 1 GB: 70.0 10'20' TOB: 71.0 LIMITS OF SODSEED & MULCH VARIES GRADE PER PLAN 10 5 1 GB: 70.0 10'20' TOB: 71.0 LIMITS OF SODGRADE PER PLAN 1 1 TRACT SW-3 Existing Pond 3 Typical Section 1" = 10'P3 N.T.S CS-3 MODIFICATIONS 1 A 2 3 4 5 6 7 8 9 B C D E F A B C D E F 1 2 3 4 5 6 7 8 9 DRAWN BY: JOB NO.: VERTICAL DATUM: CHECKED BY: DESIGNED BY: SCALE IN FEET: APPROVED BY: Poulos & Bennett, LLC DATE:2602 E. Livingston St., Orlando, FL 32803 Tel. 407.487.2594 www.poulosandbennett.com Eng. Bus. No. 28567 07/07/2023 SUBMIT TO CITY OF OCOEE, SJRWD, & OCU DATE:NO.DESCRIPTIONS: SUBMISSIONS/REVISIONS Project Name: Sheet Title: Sheet No.: Seal: Key Map: Jurisdiction:November 27, 2023This item has been electronically signed and sealed by Joel Andrew Ivey on the date adjacent to the seal using a SHA authentication code. Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies.J. ANDREW IVEYP.E. NO. 0086607REENIGNELANOISSEFORPA DIROLFNo. 86607STATE OFESNECILJ. ANDREW IVE Y C4.11 NAVD 88 20-159 JAI PV JAI MDS WYNWOOD- PHASES 3 & 4 CITY OF OCOEE, FL 1 10/04/2023 SUBMIT TO CITY OF OCOEE, SJRWD, & OCU 2 11/27/2023 SUBMIT TO CITY OF OCOEE, & OCU Pond 3 Storms Peak Stages (ft) 2 YR/24 HR 67.74 25 YR/24 HR 68.21 25 YR/96 HR 68.73 100 YR/24 HR 69.04 Page 68 of 309 SIDEWALK JOINT DETAIL NTS CROSSWALK & CURB RAMP DETAIL NTS STOP STOP SIGN DETAIL N.T.S. MIAMI CURB DETAIL N.T.S. N.T.S. FHA TYPE 'BM' MOD LOT GRADING TYPE 'A' LOT GRADING N.T.S. N.T.S. FHA TYPE 'B' LOT GRADING PAVEMENT SPLICE DETAIL N.T.S. TYPICAL LOT LAYOUT N.T.S. TYPE 'C' LOT GRADING N.T.S. N.T.S. TYPE 'A/B1' LOT GRADING 'B1' SIDE 'A' SIDE TYPE 'AM' LOT GRADING N.T.S. TYPE 'AM/A' LOT GRADING N.T.S. TYPE 'BM/A' LOT GRADING N.T.S. TYPE 'C/B1' LOT GRADING N.T.S. W14-1 .080" Aluminum Sign Panel No concrete footing is required for delineator supports. Supports shall be driven 3' into the ground. ( 5/16" nominal size) 30°| 4" 3/8 " \ Hole Deburr all edges 3/8 " R.or 0.06 Inch Galv. Steel 5" x 4" x .100 Aluminum BEARING PLATE DETAIL SIGN ATTACHMENT DETAIL Post Hex Nut Bearing Plate Sign Lock Washer Flat Washer ( 5/16 " nominal size) End of Road Markers shall have a Red Reflective Background, and Red Reflective Buttons. Aluminum Post: Aluminum Button Head Bolt with Nut and Lockwasher or Diameter Stainless Steel Hex Head Bolt with Flat Washer under Head and Lockwasher under Nut. Channel Post: Provide Attachement in Accordance with the "Sign Attachment Detail" . TEMPORARY END OF ROAD MARKERS N.T.S.2"8.5"18"18"Reflective Buttons Shall Have A 3" Minimum Diameter 2" Diameter X Aluminum round Post or 2.5 Ft. Steel Flanged Channel Post. .080" Aluminum Sign Panel 5 16" Steel Hex Head Bolt 4'2'2'6"6"4' MINDead end sign shall be posted a sufficient advance distance to permit the vehicle operator to avoid the dead end by turning off, if possible, at the nearest intersecting street. 4' Center to Center (Min.) 8' Center to Center (Max.) TYPICAL UPLAND BUFFER' SIGN @ 50' O/C N.T.S. PROFILE VIEWISOMETRIC VIEW WETLAND BUFFER SIGN 4"x4" POST WETLAND BUFFER SIGN 4"x4" POST EXISTING GRADE DISTURB CONSERVATION DO NOT AREA 4"x4"x3' PRESSURE TREATED WOOD POST N.T.S. (407) 659-4800 NOTE: SIGNS TO BE PLACED ON EVERY OTHER LOT LINE ON LOTS ABUTTING ALL CONSERVATION AREAS 2%MAX 16' 10'2%0.3%2%0.3%2%10' LOW POINT TYP PROFILE GRADE LINE PAVEMENT GRADING AT OFFSET SAG INLET LOT LOCATIONS N.T.S. MONOLITHIC SIDEWALK DETAIL N.T.S. 50' ROW50' ROW50' ROW MINIMUM 50' x 120' CORNER LOT (TYPICAL) MINIMUM 50' x 120' STANDARD LOT (TYPICAL) 50' ROW50' ROW50' ROW MINIMUM 40' x 120' CORNER LOT (TYPICAL) MINIMUM 40' x 120' STANDARD LOT (TYPICAL) 50' ROW50' ROW50' ROW MINIMUM 60' x 120' CORNER LOT (TYPICAL) MINIMUM 60' x 120' STANDARD LOT (TYPICAL) AS SHOWN GENERAL CONSTRUCTION DETAILS Legend 1 1.5" (IN.) STRUCTURAL ASPHALT (SP 9.5) 2 8" (IN.) LIMEROCK. LIMEROCK SHALL BE COMPACTED TO A MINIMUM OF 98 PERCENT OF MODIFIED PROCTOR MAXIMUM DRY DENSITY WITH MOISTURE CONTENT WITHIN 2 PERCENT OF OPTIMUM MOISTURE CONTENT AS DETERMINED BY ASTM D1557. 3 12" (IN.) COMPACTED SUBGRADE COMPACTED TO A MINIMUM of 98 PERCENT OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY WITH MOISTURE CONTENT WITHIN 2 PERCENT OF THE OPTIMUM MOISTURE CONTENT AS DETERMINED BY ASTM D1557. IN ADDITION SUBGRADE SHALL HAVE A MINIMUM FLORIDA BEARING VALUE (FBV) OF 50. 1 A 2 3 4 5 6 7 8 9 B C D E F A B C D E F 1 2 3 4 5 6 7 8 9 DRAWN BY: JOB NO.: VERTICAL DATUM: CHECKED BY: DESIGNED BY: SCALE IN FEET: APPROVED BY: Poulos & Bennett, LLC DATE:2602 E. Livingston St., Orlando, FL 32803 Tel. 407.487.2594 www.poulosandbennett.com Eng. Bus. No. 28567 07/07/2023 SUBMIT TO CITY OF OCOEE, SJRWD, & OCU DATE:NO.DESCRIPTIONS: SUBMISSIONS/REVISIONS Project Name: Sheet Title: Sheet No.: Seal: Key Map: Jurisdiction:November 27, 2023This item has been electronically signed and sealed by Joel Andrew Ivey on the date adjacent to the seal using a SHA authentication code. Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies.J. ANDREW IVEYP.E. NO. 0086607REENIGNELANOISSEFORPA DIROLFNo. 86607STATE OFESNECILJ. ANDREW IVE Y C4.13 NAVD 88 20-159 JAI PV JAI MDS WYNWOOD- PHASES 3 & 4 CITY OF OCOEE, FL 1 10/04/2023 SUBMIT TO CITY OF OCOEE, SJRWD, & OCU 2 11/27/2023 SUBMIT TO CITY OF OCOEE, & OCU Page 69 of 309 TRANSITION SLOPE N.T.S.CURB TRANSITIONS TO TYPE "F" CURB N.T.S. CURB RAMP TYPE 1 N.T.S. DETECTABLE WARNING SYSTEM N.T.S. SECTION A-A N.T.S. SECTION B-B N.T.S. CURB SECTION AT B (TYPE F CURB) N.T.S. SECTION D-D N.T.S. CURB RAMP TYPE 2 N.T.S. CURB RAMP TYPE 3 N.T.S. NOTES: AS SHOWN GENERAL CONSTRUCTION DETAILS 1 A 2 3 4 5 6 7 8 9 B C D E F A B C D E F 1 2 3 4 5 6 7 8 9 DRAWN BY: JOB NO.: VERTICAL DATUM: CHECKED BY: DESIGNED BY: SCALE IN FEET: APPROVED BY: Poulos & Bennett, LLC DATE:2602 E. Livingston St., Orlando, FL 32803 Tel. 407.487.2594 www.poulosandbennett.com Eng. Bus. No. 28567 07/07/2023 SUBMIT TO CITY OF OCOEE, SJRWD, & OCU DATE:NO.DESCRIPTIONS: SUBMISSIONS/REVISIONS Project Name: Sheet Title: Sheet No.: Seal: Key Map: Jurisdiction:November 27, 2023This item has been electronically signed and sealed by Joel Andrew Ivey on the date adjacent to the seal using a SHA authentication code. Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies.J. ANDREW IVEYP.E. NO. 0086607REENIGNELANOISSEFORPA DIROLFNo. 86607STATE OFESNECILJ. ANDREW IVE Y C4.14 NAVD 88 20-159 JAI PV JAI MDS WYNWOOD- PHASES 3 & 4 CITY OF OCOEE, FL 1 10/04/2023 SUBMIT TO CITY OF OCOEE, SJRWD, & OCU 2 11/27/2023 SUBMIT TO CITY OF OCOEE, & OCU Page 70 of 309 38 31 12 13 11 113 114 115 88 5 6 7 8 62 66 44 43 42 41 40 39 36 37 35 27 28 29 30 33 32 34 21 10 20 19 9 104 18 16 17 15 14 70 69 73 7271 84 85 86 79 80 81 82 83 74 75 76 77 78 89 90 91 22 67 65 63 64 68 87 58 101 102 103 61 60 59 4 23 26 24 25 295297296298299276 279 278 277 280 283 281 282 197 191 193 194 195 192 198 199 196 202 209 208 207 206 205 204 203 201 200 213 212 211 210 217 223 214 222 228 220 227 219 226 218 221 230 229 225 216 224 215 231236237238239232 233 234 235240241252 251 250249248247246244243242245253 254 255 256 257 259 258 260 261 334 335 336 337 327 329 328 337 340 338 339 342 341 343 350 349 348 347 346 345 344 351 358 357 356 355 354 353 352 359 361 360 362 363 365 364 368 369 370 366 367 371 372 373 376 375 377 374 284 286 287 288 285 290 291 293 292 289 294 268 330 331 332 264 262 263 266 324 323 322 321 320 269 267265 333 326 325 309308304305306307275300301302303273274319318317316272271270312311310 315314313P-5 PARK TRACT (4.43 Ac.) OS-9 OPEN SPACE TRACT (1.68 Ac.) OS-10 OPEN SPACE TRACT (6.07 Ac.) P-4 PARK TRACT (0.24 Ac.) OS-8 OPEN SPACE TRACT (0.66 Ac.) TRACT C-2 WETLAND CONSERVATION TRACT (13.60 Ac.) SW-4 STORMWATER TRACT (3.72 Ac.) TRACT C-1 WETLAND CONSERVATION TRACT (16.76 Ac.) SW-6 STORMWATER TRACT (5.16 Ac.) P-6 PARK TRACT (0.52 Ac.) SW-7 STORMWATER TRACT (2.51 Ac.) OS-11 OPEN SPACE TRACT (0.77 Ac.) P-2 PARK TRACT (0.19 Ac.) P-1 PARK TRACT (0.80 Ac.) SW-3 STORMWATER TRACT (1.21 Ac.) SW-2 STORMWATER TRACT (5.10 Ac.) SW-3A STORMWATER ACCESS TRACT (0.09 Ac.) OS-12 OPEN SPACE TRACT (0.11 Ac.) MAIL KIOSK (0.01 Ac.) PROPERTY BOUNDARY (TYP.) West Orange Tra i l PHASE LINE (TYP.) OS-5 OPEN SPACE TRACT (11.43 Ac.) PHASE LINE (TYP.) PHASE LINE (TYP.) PHASE 1 PHASE 4 PHASE 2PHASE 3PHASE 1PHASE 2TROUT LAKE 33-21-28-0000-00-006 Estate of David Rokowski 33-21-28-0000-00-030 Walter & Susan Adams A-1 A-1 BREAM LAKEPHASE 4PHASE 325' MIN. UPLAND BUFFER 25' MIN. UPLAND BUFFER PROJECT BOUNDARY (TYP.) 34-21-28-0000-00-057 TIITF PHASE 4 PHASE 3 WETLAND BUFFER PHASE LINE (TYP.) Variable Width Publi c R i g h t - O f - W a y (Abandoned CSX Rail r o a d C o r r i d o r ) 14'± Wide Asphalt T r a i l LS-1 LIFT STATION TRACT (0.06 Ac.) S8 S9 S10 S12 S11 S7 S13 S17 S6 S2 S5 S3 S4 S1 S18 S14 S19S20 S24 S21 EX38 S22 S15 S23 EX.S39 S16 F.H. ASSEMBLY #1 EXISTING F.H. F.H. ASSEMBLY #2 F.H. ASSEMBLY #3 F.H. ASSEMBLY #10 F.H. ASSEMBLY #9 F.H. ASSEMBLY #8 F.H. ASSEMBLY #7 F.H. ASSEMBLY #6 F.H. ASSEMBLY #5 F.H. ASSEMBLY #4 EXISTING F.H. F.H. ASSEMBLY #12 F.H. ASSEMBLY #11 EXISTING F.H. EXISTING F.H. Briarw o o d G r o v e L a n e Baywood Flower Way Ashw o o d B l u f f D r i v eWynwood Forest LaneBriarwood Grove LaneWynwood Forest LaneAshw o o d B l u f f D r i v e Greenwood Oak DriveSpineywood CourtSpineywood CourtCoachw o o d D r i v e Briarwood Grove LaneGreenw o o d O a k D r i v e Coachw o o d D r i v e 1" =100' OVERALL UTILITY PLAN SCALE IN FEET 050 100 200 1 A 2 3 4 5 6 7 8 9 B C D E F A B C D E F 1 2 3 4 5 6 7 8 9 DRAWN BY: JOB NO.: VERTICAL DATUM: CHECKED BY: DESIGNED BY: SCALE IN FEET: APPROVED BY: Poulos & Bennett, LLC DATE:2602 E. Livingston St., Orlando, FL 32803 Tel. 407.487.2594 www.poulosandbennett.com Eng. Bus. No. 28567 07/07/2023 SUBMIT TO CITY OF OCOEE, SJRWD, & OCU DATE:NO.DESCRIPTIONS: SUBMISSIONS/REVISIONS Project Name: Sheet Title: Sheet No.: Seal: Key Map: Jurisdiction:November 27, 2023This item has been electronically signed and sealed by Joel Andrew Ivey on the date adjacent to the seal using a SHA authentication code. Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies.J. ANDREW IVEYP.E. NO. 0086607REENIGNELANOISSEFORPA DIROLFNo. 86607STATE OFESNECILJ. ANDREW IVE Y C5.00 NAVD 88 20-159 JAI PV JAI MDS WYNWOOD- PHASES 3 & 4 CITY OF OCOEE, FL 1 10/04/2023 SUBMIT TO CITY OF OCOEE, SJRWD, & OCU 2 11/27/2023 SUBMIT TO CITY OF OCOEE, & OCU Legend Linetype Description PROPERTY LINE RIGHT OF WAY ROAD CENTERLINE PRESERVED WETLAND WATER MAIN (WM) UTILITY EASEMENT SANITARY SEWER (SS) Page 71 of 309 350 349 356 348 355 347 354 346 353 345 352 351 214+00 215+0 0 216+ 0 0 217 + 0 0 SW-7 STORMWATER TRACT (2.51 Ac.) P-6 PARK TRACT (0.52 Ac.) OS-11 OPEN SPACE TRACT (0.77 Ac.) Ash w o o d B l u f f D r i v e OPEN SPACE TRACT 33-21-28-0000-00-030 Walter & Susan Adams 33-21-28-0000-00-005 CLRM Investment Co. SW-6 STORMWATER TRACT (5.16Ac.) PROPERTY BOUNDARY (TYP.) WETLAND LIMITS WETLAND BUFFER 25' MIN. UPLAND BUFFER TROUT LAKE TRACT C-1 WETLAND CONSERVATION TRACT (16.76 Ac.) A-1 10'U.E.10'U.E.F.H. ASSEMBLY #1 S1 8"X4" RED. 4" G.V. 4" CAP 2" B.O. SCALE IN FEET 025 50 100 1 A 2 3 4 5 6 7 8 9 B C D E F A B C D E F 1 2 3 4 5 6 7 8 9 DRAWN BY: JOB NO.: VERTICAL DATUM: CHECKED BY: DESIGNED BY: SCALE IN FEET: APPROVED BY: Poulos & Bennett, LLC DATE:2602 E. Livingston St., Orlando, FL 32803 Tel. 407.487.2594 www.poulosandbennett.com Eng. Bus. No. 28567 07/07/2023 SUBMIT TO CITY OF OCOEE, SJRWD, & OCU DATE:NO.DESCRIPTIONS: SUBMISSIONS/REVISIONS Project Name: Sheet Title: Sheet No.: Seal: Key Map: Jurisdiction:November 27, 2023This item has been electronically signed and sealed by Joel Andrew Ivey on the date adjacent to the seal using a SHA authentication code. Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies.J. ANDREW IVEYP.E. NO. 0086607REENIGNELANOISSEFORPA DIROLFNo. 86607STATE OFESNECILJ. ANDREW IVE Y C5.01 NAVD 88 20-159 JAI PV JAI MDS WYNWOOD- PHASES 3 & 4 CITY OF OCOEE, FL 1 10/04/2023 SUBMIT TO CITY OF OCOEE, SJRWD, & OCU 2 11/27/2023 SUBMIT TO CITY OF OCOEE, & OCU Match LineFor Cont. See Sheet C5.02Match Line For Cont. See Sheet C5.04 1" = 50' UTILITY PLAN 1 C5.01 C5.04 C5.05 C5.02 C5.06 C5.03 NOTES: 1.PROVIDE MINIMUM HORIZONTAL SEPARATION DISTANCES BETWEEN ALL WATER, REUSE, AND WASTEWATER MAINS AND STORM INLETS/STRUCTURES. 2.AT THE TIME OF PLATTING A 10' WIDE UTILITY EASEMENT WILL BE PROVIDED ADJACENT TO ALL RIGHT-OF-WAY. 3.A BLUE REFLECTOR SHALL BE PLACED IN FRONT OF EACH FIRE HYDRANT IN THE CENTER OF THE NEAREST TRAVEL LANE. 4.PIPE JOINT DEFLECTION FOR THE WATER LINE IS PERMITTED WITHIN 75% OF THE MANUFACTURER'S RECOMMENDED JOINT DEFLECTION. DEFLECTIONS GREATER THAN PERMITTED SHALL BE ACCOMPLISHED BY FITTINGS ONLY. IN ANY CASE, MAINS SHALL NOT BE BENT. 5.CONTRACTOR SHALL FIELD VERIFY ALL WATER MAIN POINTS OF CONNECTION FOR LOCATION, SIZE, AND PRESSURE. 6.THE PROVIDED FIRE FLOW SHALL BE IN CONFORMANCE WITH FLORIDA BUILDING CODE 2010 AND FLORIDA FIRE PREVENTION CODE. CHAPTER 18 OF THE FLORIDA FIRE PREVENTION CODE, SECTION 18.4.5.1 STATES THAT FOR RESIDENTIAL DWELLINGS 5,000 S.F. OR LESS THE FIRE FLOW DEMAND IS 1,000 GPM. FOR UNITS IN EXCESS OF 5,000 S.F. UP TO 22,700 S.F. THE FIRE FLOW DEMAND IS 1,500 GPM. IF UNITS INCLUDE AN AUTOMATIC SPRINKLER SYSTEM, A 50% CREDIT OF DEMAND REQUIREMENT WILL BE GIVEN. 7.UTILITY SYMBOLS ARE GRAPHICAL REPRESENTATIONS OF PROVIDED FACILITIES AND SHALL BE INSTALLED PER THE UTILITY PROVIDER'S STANDARD DETAILS AND SPECIFICATIONS, 2011 EDITION. 8.FIRE HYDRANTS SHALL BE LOCATED 3'-5' BEHIND BACK OF CURB. Utility Legend Existing Utility Type Proposed WATER MAIN (WM) RECLAIM WATER MAIN (RW) SANITARY SEWER (SS) FORCE MAIN (FM) ELECTRIC (EL) GAS FIBER OPTIC (FO) N/A WATER SERVICE N/A RECLAIM WATER SERVICE N/A SANITARY SEWER LATERAL N/A GATE VALVE (G.V.) N/A PLUG VALVE N/A TEE N/A BEND N/A REDUCER (RED.) N/A AIR RELEASE VALVE N/A BLOW-OFF VALVE N/A FIRE HYDRANT N/A BT SAMPLE POINT TYPICAL UTILITY EASEMENT LAYOUT N.T.S. 5' SIDE YARD UTILITY EASEMENT/BUILDING SETBACK (TYP.) 10' ROW UTILITY EASEMENT 20' REAR SETBACK PERMANENT BLOW-OFF VALVE PER DETAIL A122-1 Page 72 of 309 333 289 296 363 364 367 374 358 342 357 341 356 355 346 345 344 359 343 312311310 302303 315314313 327 329 330 331 332 328 326 325 324 323 322 321 309 317316 308 304305306307 334 335 336 337 298297 294 284 286 287 288 290 291 285 371 372 373 376 375 340 338 339 365 293 292 295368 369 370 366 377 360 361 362 18+0019+0020+0021+0022+0023+0024+0025+0026+0027+0028+0040+0041+0042+0043+0044+0045+0046+0071+00 72+00 73+00 74+00 75+00 76+ 0 0103+00104+00105+00106+00107+00108+00109+00110+00111+00112+00113+00203+00204+00 205+00 206+00 207+0 0 208+ 0 0 209+0 0 210+00 211+00 212+00 213+00 214+00 31 12 13 11 88 5 6 7 8 44 43 42 41 40 27 28 29 30 21 10 20 19 9 18 16 17 15 14 70 69 73 7271 74 89 90 22 68 87 23 26 24 25 P-1 PARK TRACT (0.80 Ac.) SW-6 STORMWATER TRACT (5.16 Ac.)SW-3STORMWATER TRACT(1.21 Ac.)P-2 PARK TRACT (0.19 Ac.) PHASE 4 PHASE 1 Wynwood Forest LanePHASE 1PHASE 4OS-12 OPEN SPACE TRACT (0.11 Ac.) MAIL KIOSK (0.01 Ac.) OS-11 OPEN SPACE TRACT (0.77 Ac.) PHASE LINE (TYP.) PHASE LINE (TYP.) 3-8" G.V. 1-6" G.V. 1-8"X6" RED. 8"X8" CROSS 4 -6" G.V. 6"X6" CROSSGreenwood Oak DriveBriarwood Grove Lane10' U.E.10'U.E.10'U.E.10' U.E. 10' U.E. POINT-OF-CONNECTION REMOVE BLOW-OFF AND CONNECT PROPOSED 8" W.M. TO EXISTING 8" G.V. POINT-OF-CONNECTION REMOVE BLOW-OFF AND CONNECT PROPOSED 8" W.M. TO EXISTING 8" G.V. AIR- RELEASE VALVE F.H. ASSEMBLY #1 F.H. ASSEMBLY #2 F.H. ASSEMBLY #3 F.H. ASSEMBLY #5 F.H. ASSEMBLY #4 F.H. ASSEMBLY #12 F.H. ASSEMBLY #11 10' U.E.Wynwood Forest LaneGreenwood Oak DriveBriarwood Grove Lane3 -8" G.V. 8"X8" TEE S11 S13 S6 S2 S5 S3 S4 S14 S24 EX38 S15 Ashwoo d B l u f f D r i v e Coachw o o d D r i v e Ashw o o d B l u f f D r i v e SCALE IN FEET 025 50 100 1 A 2 3 4 5 6 7 8 9 B C D E F A B C D E F 1 2 3 4 5 6 7 8 9 DRAWN BY: JOB NO.: VERTICAL DATUM: CHECKED BY: DESIGNED BY: SCALE IN FEET: APPROVED BY: Poulos & Bennett, LLC DATE:2602 E. Livingston St., Orlando, FL 32803 Tel. 407.487.2594 www.poulosandbennett.com Eng. Bus. No. 28567 07/07/2023 SUBMIT TO CITY OF OCOEE, SJRWD, & OCU DATE:NO.DESCRIPTIONS: SUBMISSIONS/REVISIONS Project Name: Sheet Title: Sheet No.: Seal: Key Map: Jurisdiction:November 27, 2023This item has been electronically signed and sealed by Joel Andrew Ivey on the date adjacent to the seal using a SHA authentication code. Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies.J. ANDREW IVEYP.E. NO. 0086607REENIGNELANOISSEFORPA DIROLFNo. 86607STATE OFESNECILJ. ANDREW IVE Y C5.02 NAVD 88 20-159 JAI PV JAI MDS WYNWOOD- PHASES 3 & 4 CITY OF OCOEE, FL 1 10/04/2023 SUBMIT TO CITY OF OCOEE, SJRWD, & OCU 2 11/27/2023 SUBMIT TO CITY OF OCOEE, & OCU Match LineFor Cont. See Sheet C5.03Match Line For Cont. See Sheet C5.05Match LineFor Cont. See Sheet C5.011" = 50' UTILITY PLAN 2 C5.01 C5.04 C5.05 C5.02 C5.06 C5.03 Utility Legend Existing Utility Type Proposed WATER MAIN (WM) RECLAIM WATER MAIN (RW) SANITARY SEWER (SS) FORCE MAIN (FM) ELECTRIC (EL) GAS FIBER OPTIC (FO) N/A WATER SERVICE N/A RECLAIM WATER SERVICE N/A SANITARY SEWER LATERAL N/A GATE VALVE (G.V.) N/A PLUG VALVE N/A TEE N/A BEND N/A REDUCER (RED.) N/A AIR RELEASE VALVE N/A BLOW-OFF VALVE N/A FIRE HYDRANT N/A BT SAMPLE POINT TYPICAL UTILITY EASEMENT LAYOUT N.T.S. 5' SIDE YARD UTILITY EASEMENT/BUILDING SETBACK (TYP.) 10' ROW UTILITY EASEMENT 20' REAR SETBACK NOTES: 1.PROVIDE MINIMUM HORIZONTAL SEPARATION DISTANCES BETWEEN ALL WATER, REUSE, AND WASTEWATER MAINS AND STORM INLETS/STRUCTURES. 2.AT THE TIME OF PLATTING A 10' WIDE UTILITY EASEMENT WILL BE PROVIDED ADJACENT TO ALL RIGHT-OF-WAY. 3.A BLUE REFLECTOR SHALL BE PLACED IN FRONT OF EACH FIRE HYDRANT IN THE CENTER OF THE NEAREST TRAVEL LANE. 4.PIPE JOINT DEFLECTION FOR THE WATER LINE IS PERMITTED WITHIN 75% OF THE MANUFACTURER'S RECOMMENDED JOINT DEFLECTION. DEFLECTIONS GREATER THAN PERMITTED SHALL BE ACCOMPLISHED BY FITTINGS ONLY. IN ANY CASE, MAINS SHALL NOT BE BENT. 5.CONTRACTOR SHALL FIELD VERIFY ALL WATER MAIN POINTS OF CONNECTION FOR LOCATION, SIZE, AND PRESSURE. 6.THE PROVIDED FIRE FLOW SHALL BE IN CONFORMANCE WITH FLORIDA BUILDING CODE 2010 AND FLORIDA FIRE PREVENTION CODE. CHAPTER 18 OF THE FLORIDA FIRE PREVENTION CODE, SECTION 18.4.5.1 STATES THAT FOR RESIDENTIAL DWELLINGS 5,000 S.F. OR LESS THE FIRE FLOW DEMAND IS 1,000 GPM. FOR UNITS IN EXCESS OF 5,000 S.F. UP TO 22,700 S.F. THE FIRE FLOW DEMAND IS 1,500 GPM. IF UNITS INCLUDE AN AUTOMATIC SPRINKLER SYSTEM, A 50% CREDIT OF DEMAND REQUIREMENT WILL BE GIVEN. 7.UTILITY SYMBOLS ARE GRAPHICAL REPRESENTATIONS OF PROVIDED FACILITIES AND SHALL BE INSTALLED PER THE UTILITY PROVIDER'S STANDARD DETAILS AND SPECIFICATIONS, 2011 EDITION. 8.FIRE HYDRANTS SHALL BE LOCATED 3'-5' BEHIND BACK OF CURB. 21-E-007 21-E-007 21-E-007 POINT-OF-CONNECTION REMOVE BLOW-OFF VALVE AND CONNECT PROPOSED 6" WM TO EXISTING 6"WM 21-E-007 Page 73 of 309 283 296 299 276 281 282 275300301302303 315 273274 202 205 204 203 197 201 200 191 193 194 195 192 319318317316 272271270 304 298297 279 278 277 198 199 196 280 76+ 0 0 77+ 0 0 78+ 0 0 79+0 0 80+00 81+00 82+00 83+00 84+00 85+00 86+00 87+00 88+00 180+00181+00182+00183+00184+00185+00186+00187+00139+00140+00141+00142+00143+00144+00144+94200+00 201+00 202+00203+00 118 117 116 88 119 120 121 73 84 85 86 79 80 81 82 83 74 75 76 77 78 89 90 91 127 126 132 131 130 129 128 171 172 173 174 175 176 177 178 179 180 190 187 186 188 189 182 181 185 184 183 OS-4 OPEN SPACE TRACT (2.71 Ac.) SW-4 STORMWATER TRACT (3.72 Ac.) SW-2 STORMWATER TRACT (5.10 Ac.)PHASE 3PHASE 4PHASE 2PHASE 3PHASE 2PHASE 1Sandalwood Isle WaySW-3A STORMWATER ACCESS TRACT (0.09 Ac.) PHASE 2 PHASE 1 LS-1 LIFT STATION TRACT (0.06 Ac.) TRACT C-2 WETLAND CONSERVATION TRACT (13.60 Ac.)SW-3STORMWATER TRACT(1.21 Ac.)PHASE 1PHASE 3WETLAND LIMITS PHASE LINE (TYP.) PHASE LINE (TYP.) WETLAND LIMITS 25' MIN. UPLAND BUFFER PHASE LINE (TYP.) BREAM LAKESpineywood Court10' U.E.10' U.E. 10' U.E.10' U.E. EXISTING F.H. POINT-OF-CONNECTION REMOVE BLOW-OFF AND CONNECT PROPOSED 8" W.M. TO EXISTING 8" G.V. EXISTING F.H. F.H. ASSEMBLY #7 F.H. ASSEMBLY #6 F.H. ASSEMBLY #5 2-8" G.V. 1-6' G.V. 1-8"X6" RED. 8"X8" TEE S15 S23 EX.S39 S16 Ashwood Blu f f D r i v e Coachwo o d D r i v e 1" = 50' UTILITY PLAN 3 SCALE IN FEET 025 50 100 1 A 2 3 4 5 6 7 8 9 B C D E F A B C D E F 1 2 3 4 5 6 7 8 9 DRAWN BY: JOB NO.: VERTICAL DATUM: CHECKED BY: DESIGNED BY: SCALE IN FEET: APPROVED BY: Poulos & Bennett, LLC DATE:2602 E. Livingston St., Orlando, FL 32803 Tel. 407.487.2594 www.poulosandbennett.com Eng. Bus. No. 28567 07/07/2023 SUBMIT TO CITY OF OCOEE, SJRWD, & OCU DATE:NO.DESCRIPTIONS: SUBMISSIONS/REVISIONS Project Name: Sheet Title: Sheet No.: Seal: Key Map: Jurisdiction:November 27, 2023This item has been electronically signed and sealed by Joel Andrew Ivey on the date adjacent to the seal using a SHA authentication code. Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies.J. ANDREW IVEYP.E. NO. 0086607REENIGNELANOISSEFORPA DIROLFNo. 86607STATE OFESNECILJ. ANDREW IVE Y C5.03 NAVD 88 20-159 JAI PV JAI MDS WYNWOOD- PHASES 3 & 4 CITY OF OCOEE, FL 1 10/04/2023 SUBMIT TO CITY OF OCOEE, SJRWD, & OCU 2 11/27/2023 SUBMIT TO CITY OF OCOEE, & OCU Match Line For Cont. See Sheet C5.06Match LineFor Cont. See Sheet C5.02C5.01 C5.04 C5.05 C5.02 C5.06 C5.03 Utility Legend Existing Utility Type Proposed WATER MAIN (WM) RECLAIM WATER MAIN (RW) SANITARY SEWER (SS) FORCE MAIN (FM) ELECTRIC (EL) GAS FIBER OPTIC (FO) N/A WATER SERVICE N/A RECLAIM WATER SERVICE N/A SANITARY SEWER LATERAL N/A GATE VALVE (G.V.) N/A PLUG VALVE N/A TEE N/A BEND N/A REDUCER (RED.) N/A AIR RELEASE VALVE N/A BLOW-OFF VALVE N/A FIRE HYDRANT N/A BT SAMPLE POINT TYPICAL UTILITY EASEMENT LAYOUT N.T.S. 5' SIDE YARD UTILITY EASEMENT/BUILDING SETBACK (TYP.) 10' ROW UTILITY EASEMENT 20' REAR SETBACK NOTES: 1.PROVIDE MINIMUM HORIZONTAL SEPARATION DISTANCES BETWEEN ALL WATER, REUSE, AND WASTEWATER MAINS AND STORM INLETS/STRUCTURES. 2.AT THE TIME OF PLATTING A 10' WIDE UTILITY EASEMENT WILL BE PROVIDED ADJACENT TO ALL RIGHT-OF-WAY. 3.A BLUE REFLECTOR SHALL BE PLACED IN FRONT OF EACH FIRE HYDRANT IN THE CENTER OF THE NEAREST TRAVEL LANE. 4.PIPE JOINT DEFLECTION FOR THE WATER LINE IS PERMITTED WITHIN 75% OF THE MANUFACTURER'S RECOMMENDED JOINT DEFLECTION. DEFLECTIONS GREATER THAN PERMITTED SHALL BE ACCOMPLISHED BY FITTINGS ONLY. IN ANY CASE, MAINS SHALL NOT BE BENT. 5.CONTRACTOR SHALL FIELD VERIFY ALL WATER MAIN POINTS OF CONNECTION FOR LOCATION, SIZE, AND PRESSURE. 6.THE PROVIDED FIRE FLOW SHALL BE IN CONFORMANCE WITH FLORIDA BUILDING CODE 2010 AND FLORIDA FIRE PREVENTION CODE. CHAPTER 18 OF THE FLORIDA FIRE PREVENTION CODE, SECTION 18.4.5.1 STATES THAT FOR RESIDENTIAL DWELLINGS 5,000 S.F. OR LESS THE FIRE FLOW DEMAND IS 1,000 GPM. FOR UNITS IN EXCESS OF 5,000 S.F. UP TO 22,700 S.F. THE FIRE FLOW DEMAND IS 1,500 GPM. IF UNITS INCLUDE AN AUTOMATIC SPRINKLER SYSTEM, A 50% CREDIT OF DEMAND REQUIREMENT WILL BE GIVEN. 7.UTILITY SYMBOLS ARE GRAPHICAL REPRESENTATIONS OF PROVIDED FACILITIES AND SHALL BE INSTALLED PER THE UTILITY PROVIDER'S STANDARD DETAILS AND SPECIFICATIONS, 2011 EDITION. 8.FIRE HYDRANTS SHALL BE LOCATED 3'-5' BEHIND BACK OF CURB. 21-E-007 21-E-007 Page 74 of 309 TRACT C-1 WETLAND CONSERVATION TRACT (16.76 Ac.) OS-10 OPEN SPACE TRACT (6.07 Ac.)63'EX. ROWWest Oran g e T r a i l Variable Wi d t h P u b l i c R i g h t - O f - W a y (Abandone d c s x R a i l r o a d C o r r i d o r ) 14'%± Wide A s p h a l t T r a i l SW-6 STORMWATER TRACT (5.16 Ac.) PHASE LINE (TYP.) PROPERTY BOUNDARY (TYP.) 33-21-28-0000-00-005 CLRM Investment Co. WETLAND LIMITS 25' MIN. UPLAND BUFFER TROUT LAKE SCALE IN FEET 025 50 100 1 A 2 3 4 5 6 7 8 9 B C D E F A B C D E F 1 2 3 4 5 6 7 8 9 DRAWN BY: JOB NO.: VERTICAL DATUM: CHECKED BY: DESIGNED BY: SCALE IN FEET: APPROVED BY: Poulos & Bennett, LLC DATE:2602 E. Livingston St., Orlando, FL 32803 Tel. 407.487.2594 www.poulosandbennett.com Eng. Bus. No. 28567 07/07/2023 SUBMIT TO CITY OF OCOEE, SJRWD, & OCU DATE:NO.DESCRIPTIONS: SUBMISSIONS/REVISIONS Project Name: Sheet Title: Sheet No.: Seal: Key Map: Jurisdiction:November 27, 2023This item has been electronically signed and sealed by Joel Andrew Ivey on the date adjacent to the seal using a SHA authentication code. Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies.J. ANDREW IVEYP.E. NO. 0086607REENIGNELANOISSEFORPA DIROLFNo. 86607STATE OFESNECILJ. ANDREW IVE Y C5.04 NAVD 88 20-159 JAI PV JAI MDS WYNWOOD- PHASES 3 & 4 CITY OF OCOEE, FL 1 10/04/2023 SUBMIT TO CITY OF OCOEE, SJRWD, & OCU 2 11/27/2023 SUBMIT TO CITY OF OCOEE, & OCU Match LineFor Cont. See Sheet C5.051" = 50' UTILITY PLAN 4 Match Line For Cont. See Sheet C5.01 C5.01 C5.04 C5.05 C5.02 C5.06 C5.03 Utility Legend Existing Utility Type Proposed WATER MAIN (WM) RECLAIM WATER MAIN (RW) SANITARY SEWER (SS) FORCE MAIN (FM) ELECTRIC (EL) GAS FIBER OPTIC (FO) N/A WATER SERVICE N/A RECLAIM WATER SERVICE N/A SANITARY SEWER LATERAL N/A GATE VALVE (G.V.) N/A PLUG VALVE N/A TEE N/A BEND N/A REDUCER (RED.) N/A AIR RELEASE VALVE N/A BLOW-OFF VALVE N/A FIRE HYDRANT N/A BT SAMPLE POINT NOTES: 1.PROVIDE MINIMUM HORIZONTAL SEPARATION DISTANCES BETWEEN ALL WATER, REUSE, AND WASTEWATER MAINS AND STORM INLETS/STRUCTURES. 2.AT THE TIME OF PLATTING A 10' WIDE UTILITY EASEMENT WILL BE PROVIDED ADJACENT TO ALL RIGHT-OF-WAY. 3.A BLUE REFLECTOR SHALL BE PLACED IN FRONT OF EACH FIRE HYDRANT IN THE CENTER OF THE NEAREST TRAVEL LANE. 4.PIPE JOINT DEFLECTION FOR THE WATER LINE IS PERMITTED WITHIN 75% OF THE MANUFACTURER'S RECOMMENDED JOINT DEFLECTION. DEFLECTIONS GREATER THAN PERMITTED SHALL BE ACCOMPLISHED BY FITTINGS ONLY. IN ANY CASE, MAINS SHALL NOT BE BENT. 5.CONTRACTOR SHALL FIELD VERIFY ALL WATER MAIN POINTS OF CONNECTION FOR LOCATION, SIZE, AND PRESSURE. 6.THE PROVIDED FIRE FLOW SHALL BE IN CONFORMANCE WITH FLORIDA BUILDING CODE 2010 AND FLORIDA FIRE PREVENTION CODE. CHAPTER 18 OF THE FLORIDA FIRE PREVENTION CODE, SECTION 18.4.5.1 STATES THAT FOR RESIDENTIAL DWELLINGS 5,000 S.F. OR LESS THE FIRE FLOW DEMAND IS 1,000 GPM. FOR UNITS IN EXCESS OF 5,000 S.F. UP TO 22,700 S.F. THE FIRE FLOW DEMAND IS 1,500 GPM. IF UNITS INCLUDE AN AUTOMATIC SPRINKLER SYSTEM, A 50% CREDIT OF DEMAND REQUIREMENT WILL BE GIVEN. 7.UTILITY SYMBOLS ARE GRAPHICAL REPRESENTATIONS OF PROVIDED FACILITIES AND SHALL BE INSTALLED PER THE UTILITY PROVIDER'S STANDARD DETAILS AND SPECIFICATIONS, 2011 EDITION. 8.FIRE HYDRANTS SHALL BE LOCATED 3'-5' BEHIND BACK OF CURB. TYPICAL UTILITY EASEMENT LAYOUT N.T.S. 5' SIDE YARD UTILITY EASEMENT/BUILDING SETBACK (TYP.) 10' ROW UTILITY EASEMENT 20' REAR SETBACK Page 75 of 309 268 333 256 255 312311310 315314313 247 246 245 252 244 251 243 250 249 248 332 264 262 263 266 322 321 320 269 267265 317316 236237238239 240 257 259 260 261 334 335 258 241 253 254 24228+0029+0030+0031+00112+00113+00114+00115+00 116+0 0 117+0 0 118+00 119+00 120+00 121+00 121+99 220+00 221+00 222+00 223+00 P-5 PARK TRACT (4.43 Ac.) OS-10 OPEN SPACE TRACT (6.07 Ac.) PHASE 4 PHASE 3 SW-6 STORMWATER TRACT (5.16 Ac.) West Orange Tr a i l Variable Width Pub l i c R i g h t - O f - W a y (Abandoned csx Rai l r o a d C o r r i d o r ) 14'%± Wide Asphal t T r a i l50'EX. ROWPHASE LINE (TYP.) PROPERTY BOUNDARY (TYP.) 3 -6" G.V. 1-6"X6" TEE 2-8" G.V. 1-6" G.V. 1-8"X6" RED. 8"X8" TEE 10'U.E.10'U.E.AIR-RELEASE VALVEF.H. ASSEMBLY #10 F.H. ASSEMBLY #9 F.H. ASSEMBLY #12 #11 Wynwood Forest LaneBriarwo o d G r o v e L a n e Baywood Flower W a y S8 S9 S10 S12 S7 S17 S18 4" G.V. 4" CAP 2" B.O. 8"X4" RED. Match Line For Cont. See Sheet C5.02 SCALE IN FEET 025 50 100 1 A 2 3 4 5 6 7 8 9 B C D E F A B C D E F 1 2 3 4 5 6 7 8 9 DRAWN BY: JOB NO.: VERTICAL DATUM: CHECKED BY: DESIGNED BY: SCALE IN FEET: APPROVED BY: Poulos & Bennett, LLC DATE:2602 E. Livingston St., Orlando, FL 32803 Tel. 407.487.2594 www.poulosandbennett.com Eng. Bus. No. 28567 07/07/2023 SUBMIT TO CITY OF OCOEE, SJRWD, & OCU DATE:NO.DESCRIPTIONS: SUBMISSIONS/REVISIONS Project Name: Sheet Title: Sheet No.: Seal: Key Map: Jurisdiction:November 27, 2023This item has been electronically signed and sealed by Joel Andrew Ivey on the date adjacent to the seal using a SHA authentication code. Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies.J. ANDREW IVEYP.E. NO. 0086607REENIGNELANOISSEFORPA DIROLFNo. 86607STATE OFESNECILJ. ANDREW IVE Y C5.05 NAVD 88 20-159 JAI PV JAI MDS WYNWOOD- PHASES 3 & 4 CITY OF OCOEE, FL 1 10/04/2023 SUBMIT TO CITY OF OCOEE, SJRWD, & OCU 2 11/27/2023 SUBMIT TO CITY OF OCOEE, & OCU Match LineFor Cont. See Sheet C5.06Match LineFor Cont. See Sheet C5.041" = 50' UTILITY PLAN 5 C5.01 C5.04 C5.05 C5.02 C5.06 C5.03 Utility Legend Existing Utility Type Proposed WATER MAIN (WM) RECLAIM WATER MAIN (RW) SANITARY SEWER (SS) FORCE MAIN (FM) ELECTRIC (EL) GAS FIBER OPTIC (FO) N/A WATER SERVICE N/A RECLAIM WATER SERVICE N/A SANITARY SEWER LATERAL N/A GATE VALVE (G.V.) N/A PLUG VALVE N/A TEE N/A BEND N/A REDUCER (RED.) N/A AIR RELEASE VALVE N/A BLOW-OFF VALVE N/A FIRE HYDRANT N/A BT SAMPLE POINT TYPICAL UTILITY EASEMENT LAYOUT N.T.S. 5' SIDE YARD UTILITY EASEMENT/BUILDING SETBACK (TYP.) 10' ROW UTILITY EASEMENT 20' REAR SETBACK NOTES: 1.PROVIDE MINIMUM HORIZONTAL SEPARATION DISTANCES BETWEEN ALL WATER, REUSE, AND WASTEWATER MAINS AND STORM INLETS/STRUCTURES. 2.AT THE TIME OF PLATTING A 10' WIDE UTILITY EASEMENT WILL BE PROVIDED ADJACENT TO ALL RIGHT-OF-WAY. 3.A BLUE REFLECTOR SHALL BE PLACED IN FRONT OF EACH FIRE HYDRANT IN THE CENTER OF THE NEAREST TRAVEL LANE. 4.PIPE JOINT DEFLECTION FOR THE WATER LINE IS PERMITTED WITHIN 75% OF THE MANUFACTURER'S RECOMMENDED JOINT DEFLECTION. DEFLECTIONS GREATER THAN PERMITTED SHALL BE ACCOMPLISHED BY FITTINGS ONLY. IN ANY CASE, MAINS SHALL NOT BE BENT. 5.CONTRACTOR SHALL FIELD VERIFY ALL WATER MAIN POINTS OF CONNECTION FOR LOCATION, SIZE, AND PRESSURE. 6.THE PROVIDED FIRE FLOW SHALL BE IN CONFORMANCE WITH FLORIDA BUILDING CODE 2010 AND FLORIDA FIRE PREVENTION CODE. CHAPTER 18 OF THE FLORIDA FIRE PREVENTION CODE, SECTION 18.4.5.1 STATES THAT FOR RESIDENTIAL DWELLINGS 5,000 S.F. OR LESS THE FIRE FLOW DEMAND IS 1,000 GPM. FOR UNITS IN EXCESS OF 5,000 S.F. UP TO 22,700 S.F. THE FIRE FLOW DEMAND IS 1,500 GPM. IF UNITS INCLUDE AN AUTOMATIC SPRINKLER SYSTEM, A 50% CREDIT OF DEMAND REQUIREMENT WILL BE GIVEN. 7.UTILITY SYMBOLS ARE GRAPHICAL REPRESENTATIONS OF PROVIDED FACILITIES AND SHALL BE INSTALLED PER THE UTILITY PROVIDER'S STANDARD DETAILS AND SPECIFICATIONS, 2011 EDITION. 8.FIRE HYDRANTS SHALL BE LOCATED 3'-5' BEHIND BACK OF CURB. PERMANENT BLOW OFF VALVE PER DETAIL A122-1 Page 76 of 309 315 225 216 224 215 223 214 222 228 220 227 219 226 218 221 213 212 211 210 209 208 207 206 205 204 203 319318317316 272271270 236237 232 233 234 230 231 235 229 217 1 9 4 + 4 6186+00187+00188+00189+00190+001 9 1 + 0 0 19 2 + 0 0 1 9 3 + 0 0 1 9 4 + 0 0 223+00 224+00 225+00 OS-9 OPEN SPACE TRACT (1.68 Ac.) TRACT C-2 WETLAND CONSERVATION TRACT (13.60 Ac.) OS-5 OPEN SPACE TRACT (11.43 Ac.)PHASE 2PHASE 3OS-8 OPEN SPACE TRACT (0.66 Ac.) P-4 PARK TRACT (0.24 Ac.) West Orange Tra i l Variable Width Pub l i c R i g h t - O f - W a y (Abandoned csx Ra i l r o a d C o r r i d o r ) 14'%± Wide Asphal t T r a i l 50'EX. ROWPHASE LINE (TYP.) PROPERTY BOUNDARY (TYP.) WETLAND LIMITS 25' MIN. UPLAND BUFFER BREAM LAKE 10' U.E. 10' U.E. F.H. ASSEMBLY #9 F.H. ASSEMBLY #8 F.H. ASSEMBLY #7 2-8" G.V. 1-6" G.V. 1-8"X6" RED. 8"X8" TEE S p i n e y w o o d C o u r t S18 S19 S20 S21 S22Baywood Flower W a y 4" G.V. 4" CAP 2" B.O. 8"X4" RED. 1" = 50' UTILITY PLAN 6 SCALE IN FEET 025 50 100 1 A 2 3 4 5 6 7 8 9 B C D E F A B C D E F 1 2 3 4 5 6 7 8 9 DRAWN BY: JOB NO.: VERTICAL DATUM: CHECKED BY: DESIGNED BY: SCALE IN FEET: APPROVED BY: Poulos & Bennett, LLC DATE:2602 E. Livingston St., Orlando, FL 32803 Tel. 407.487.2594 www.poulosandbennett.com Eng. Bus. No. 28567 07/07/2023 SUBMIT TO CITY OF OCOEE, SJRWD, & OCU DATE:NO.DESCRIPTIONS: SUBMISSIONS/REVISIONS Project Name: Sheet Title: Sheet No.: Seal: Key Map: Jurisdiction:November 27, 2023This item has been electronically signed and sealed by Joel Andrew Ivey on the date adjacent to the seal using a SHA authentication code. Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies.J. ANDREW IVEYP.E. NO. 0086607REENIGNELANOISSEFORPA DIROLFNo. 86607STATE OFESNECILJ. ANDREW IVE Y C5.06 NAVD 88 20-159 JAI PV JAI MDS WYNWOOD- PHASES 3 & 4 CITY OF OCOEE, FL 1 10/04/2023 SUBMIT TO CITY OF OCOEE, SJRWD, & OCU 2 11/27/2023 SUBMIT TO CITY OF OCOEE, & OCU Match LineFor Cont. See Sheet C5.05C5.01 C5.04 C5.05 C5.02 C5.06 C5.03 Match Line For Cont. See Sheet C5.03 Utility Legend Existing Utility Type Proposed WATER MAIN (WM) RECLAIM WATER MAIN (RW) SANITARY SEWER (SS) FORCE MAIN (FM) ELECTRIC (EL) GAS FIBER OPTIC (FO) N/A WATER SERVICE N/A RECLAIM WATER SERVICE N/A SANITARY SEWER LATERAL N/A GATE VALVE (G.V.) N/A PLUG VALVE N/A TEE N/A BEND N/A REDUCER (RED.) N/A AIR RELEASE VALVE N/A BLOW-OFF VALVE N/A FIRE HYDRANT N/A BT SAMPLE POINT TYPICAL UTILITY EASEMENT LAYOUT N.T.S. 5' SIDE YARD UTILITY EASEMENT/BUILDING SETBACK (TYP.) 10' ROW UTILITY EASEMENT 20' REAR SETBACK NOTES: 1.PROVIDE MINIMUM HORIZONTAL SEPARATION DISTANCES BETWEEN ALL WATER, REUSE, AND WASTEWATER MAINS AND STORM INLETS/STRUCTURES. 2.AT THE TIME OF PLATTING A 10' WIDE UTILITY EASEMENT WILL BE PROVIDED ADJACENT TO ALL RIGHT-OF-WAY. 3.A BLUE REFLECTOR SHALL BE PLACED IN FRONT OF EACH FIRE HYDRANT IN THE CENTER OF THE NEAREST TRAVEL LANE. 4.PIPE JOINT DEFLECTION FOR THE WATER LINE IS PERMITTED WITHIN 75% OF THE MANUFACTURER'S RECOMMENDED JOINT DEFLECTION. DEFLECTIONS GREATER THAN PERMITTED SHALL BE ACCOMPLISHED BY FITTINGS ONLY. IN ANY CASE, MAINS SHALL NOT BE BENT. 5.CONTRACTOR SHALL FIELD VERIFY ALL WATER MAIN POINTS OF CONNECTION FOR LOCATION, SIZE, AND PRESSURE. 6.THE PROVIDED FIRE FLOW SHALL BE IN CONFORMANCE WITH FLORIDA BUILDING CODE 2010 AND FLORIDA FIRE PREVENTION CODE. CHAPTER 18 OF THE FLORIDA FIRE PREVENTION CODE, SECTION 18.4.5.1 STATES THAT FOR RESIDENTIAL DWELLINGS 5,000 S.F. OR LESS THE FIRE FLOW DEMAND IS 1,000 GPM. FOR UNITS IN EXCESS OF 5,000 S.F. UP TO 22,700 S.F. THE FIRE FLOW DEMAND IS 1,500 GPM. IF UNITS INCLUDE AN AUTOMATIC SPRINKLER SYSTEM, A 50% CREDIT OF DEMAND REQUIREMENT WILL BE GIVEN. 7.UTILITY SYMBOLS ARE GRAPHICAL REPRESENTATIONS OF PROVIDED FACILITIES AND SHALL BE INSTALLED PER THE UTILITY PROVIDER'S STANDARD DETAILS AND SPECIFICATIONS, 2011 EDITION. 8.FIRE HYDRANTS SHALL BE LOCATED 3'-5' BEHIND BACK OF CURB. PERMANENT BLOW-OFF VALVE PER DETAIL A122-1 P-5 PARK TRACK (4.56 Ac). Page 77 of 309 S S 5 R 1A23456789BCDEFABCDEF123456789D J V C D S A P D 2 T w E 0 S D N D S P S S S K J N T o c S J P REENIGNELANOISSEFORPADIROLFN S ESNECILJ. ANDREW IVEYC N 2 J P J M W P C 11 S 21 S 1A23456789BCDEFABCDEF123456789D J V C D S A P D 2 T w E 0 S D N D S P S S S K J N T o c S J P REENIGNELANOISSEFORPADIROLFN S ESNECILJ. ANDREW IVEYC N 2 J P J M W P C 11 S 21 S S S N.T.S UTILITY ASSET TABLES 1 A 2 3 4 5 6 7 8 9 B C D E F A B C D E F 1 2 3 4 5 6 7 8 9 DRAWN BY: JOB NO.: VERTICAL DATUM: CHECKED BY: DESIGNED BY: SCALE IN FEET: APPROVED BY: Poulos & Bennett, LLC DATE:2602 E. Livingston St., Orlando, FL 32803 Tel. 407.487.2594 www.poulosandbennett.com Eng. Bus. No. 28567 07/07/2023 SUBMIT TO CITY OF OCOEE, SJRWD, & OCU DATE:NO.DESCRIPTIONS: SUBMISSIONS/REVISIONS Project Name: Sheet Title: Sheet No.: Seal: Key Map: Jurisdiction:November 27, 2023This item has been electronically signed and sealed by Joel Andrew Ivey on the date adjacent to the seal using a SHA authentication code. Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies.J. ANDREW IVEYP.E. NO. 0086607REENIGNELANOISSEFORPA DIROLFNo. 86607STATE OFESNECILJ. ANDREW IVE Y C5.10 NAVD 88 20-159 JAI PV JAI MDS WYNWOOD- PHASES 3 & 4 CITY OF OCOEE, FL 1 10/04/2023 SUBMIT TO CITY OF OCOEE, SJRWD, & OCU 2 11/27/2023 SUBMIT TO CITY OF OCOEE, & OCU Page 78 of 309 31+00 117+0082.1781.9 3 81.65 81.3881.62 81.38 81.6581.3581.5981.3581.988 1 . 6 5 8 1 . 6 5 81.65 81.65 81.92 81.7481.701.4%1.4% 1.4% 1 . 5% 81.57 81.6781.5781.740.5%1.0%PVI STA. 21+02.02PVI EL. 76.14PVI STA. 23+31.28PVI EL. 75.98PVI STA. 24+69.49PVI EL. 78.00PVI STA. 25+19.49PVI EL. 78.73PVI STA. 31+22.47PVI EL. 81.74PVI STA. 31+34.47PVI EL. 81.98-1.16%0.75% 1.46% 1.46% 0.50% 2.00% EXISTING GRADE (TYP.) PROPOSED GRADE LINE (TYP.) 213' - 18" RCP @ 0.30% 133' - 36" RCP @ 0.30% 173' - 36" RCP @ 0.30%95' - 36" RCP @ 0.51% 258' - 8" SDR 26 PVC @ 0.40% 197' - 8" SDR 26 PV C @ 1 . 1 2 % 204' - 8" SDR 26 PVC @ 0.50% 61' - 8" SDR 26 PVC @ 2.50% D8 TE: 80.54 INV: 75.29 (18" RCP) W D9 TE: 80.52 INV: 75.18 (18" RCP) E INV: 75.18 (18" RCP) N D13 TE: 79.47 INV: 74.54 (18" RCP) S INV: 74.10 (18" RCP) SE INV: 68.67 (36" RCP) N INV: 68.67 (36" RCP) W D12 TE: 79.52 INV: 74.27 (18" RCP) NW D10 TE: 78.82 INV: 73.57 (18" RCP) NW D11A TE: 75.92 INV: 69.59 (36" RCP) N INV: 69.59 (36" RCP) S EX-D20 TE: 76.32 INV: 70.07 (18" RCP) N INV: 70.07 (18" RCP) E INV: 70.07 (36" RCP) S S9 TE: 81.80 INV: 69.74 W INV: 69.74 E INV: 69.64 N S11 TE: 79.38 INV: 66.30 S INV: 66.20 N S6 TE: 77.89 INV: 65.18 W INV: 65.18 N INV: 65.18 S INV: 65.08 E S5 TE: 77.13 INV: 66.70 S 85 90 95 60 65 70 75 80 85 90 95 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 80 45 50 55 45 50 55 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 EG: 78.7PGL: 76.98EG: 78.2PGL: 78.45EG: 80.1PGL: 79.13EG: 78.1PGL: 77.35EG: 77.5PGL: 77.72EG: 77.3PGL: 78.08EG: 78.9PGL: 78.76EG: 79.5PGL: 78.88EG: 79.8PGL: 79.01EG: 80.4PGL: 79.26EG: 80.6PGL: 79.38EG: 80.7PGL: 79.51EG: 80.9PGL: 79.63EG: 81.0PGL: 79.76EG: 81.2PGL: 79.88EG: 81.3PGL: 80.01EG: 81.4PGL: 80.13EG: 81.6PGL: 80.26EG: 81.7PGL: 80.38EG: 81.9PGL: 80.51EG: 82.0PGL: 80.63EG: 82.2PGL: 80.76EG: 82.3PGL: 80.88EG: 82.4PGL: 81.01EG: 82.5PGL: 81.13EG: 82.6PGL: 81.26EG: 82.6PGL: 81.38EG: 82.4PGL: 81.51EG: 82.1PGL: 81.63EG: 81.5PGL: 81.80EG: 78.9PGL: 76.62EG: 78.6PGL: 76.2560 65 70 75 S10 TE: 80.48 INV: 68.61 S INV: 68.51 N D11 TE: 78.69 INV: 73.45 (18" RCP) SE INV: 69.07 (36" RCP) N INV: 69.07 (36" RCP) S ESTIMATED SEASONAL HIGH WATER PROFILE (TYP.) PVI STA: 22+00.00 PVI ELEV: 75.00 K: 52.36 LVC: 100.00 BVCS: 21+50.00BVCE: 75.58EVCS: 22+50.00EVCE: 75.37LOW PT. STA: 22+10.92 LOW PT ELEV: 75.23 PHASE 1 AND 2 PGL 34+00 34+00 BEGIN PAVEMENT STA. 23+31.28 CONNECT TO EXISTING 8" WM 8" WM PROVIDE 12" MIN. VERT. SEP. (STM OVER SAN) PROVIDE 12" MIN. VERT. SEP. (STM OVER SAN) PROVIDE 12" MIN. VERT. SEP. (STM OVER SAN) 36" MIN. COVER 8" WM 8" WM PROVIDE 12" MIN. VERT. SEP. (STM OVER SAN) PROVIDE 18" MIN. VERT. SEP. (STM OVER SAN) PROVIDE 12" MIN. VERT. SEP. (WM OVER STM) 22 333 364 367 247 246 245 248 327 329 330 331 332 264 262 263 266 328 265 257 259 260 261334335336 258 337 338 339 365 366 2324 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+000 117+00118+00208+00209+00PHASE 4PHASE 1PHASE 3PHASE 4S9 STA: 117+37.41 OFF: 6.00' RT S10 STA: 28+69.87 OFF: 0.00' S11 STA: 26+72.85 OFF: 6.00' RT S6 STA: 24+70.18 OFF: 6.00' LT S5 STA: 24+10.00 OFF: 0.00' D8 STA: 28+51.18 TYPE '1' C.I. OFF: 17.50' LT D9 STA: 28+46.92 TYPE '1' C.I. OFF: 17.50' RT D12 STA: 26+48.61 TYPE '1' C.I. OFF: 17.50' LT D13 STA: 26+38.20 TYPE '1' C.I. OFF: 17.50' RT D10 STA: 25+15.64 TYPE '4' C.I. OFF: 17.51' LT D11 STA: 25+06.61 TYPE '1' C.I. OFF: 17.51' RT EX-D75 STA: 26+38.20 TYPE M.H. OFF: 144.42' RT D11A STA: 23+31.28 TYPE M.H. OFF: 17.50' RT 35' - 18" RCP@ 0.31% 37' - 18" RCP@ 0.47% 127' - 36" RCP@ 3.64% 36' - 18" RCP@ 0.33% EX-D20 N: 1557877.33 TYPE '2' CI E: 493337.59 TE: 76.32 INV: 70.07 (36" RCP) S INV: 70.07 (18" RCP) N INV: 70.07 (18" RCP) E 50'ROW10'U.E.10'U.E.24'PVMTD14 219' - 18" RCP@ 1.36% 25+00208+00209+0077.39 77.3977.63 77.67 77.6777.1477.3877.1477.88 7 7 . 9 3 78.1878.2678 . 5 8 78.3478.0077.2877.75 77.79 77.87 77.9 4 78.18 77.94 78.33 78.3878.281.5%2 . 7% 1.7% 2.8%0.4%77. 7 4 77.781.7%0.4%77.49 77.5777.8177.89 77.50 77.58 78.22 78.30 78 . 3 6 78.44 78.1078.1877.717 7 . 7 9 78.01 77.9577.87 77.9 0 77.4 2 7 8 . 1 3 78.34 1"=50' WYNWOOD FOREST LANE PLAN & PROFILE Wynwood Forest Lane 1 A 2 3 4 5 6 7 8 9 B C D E F A B C D E F 1 2 3 4 5 6 7 8 9 DRAWN BY: JOB NO.: VERTICAL DATUM: CHECKED BY: DESIGNED BY: SCALE IN FEET: APPROVED BY: Poulos & Bennett, LLC DATE:2602 E. Livingston St., Orlando, FL 32803 Tel. 407.487.2594 www.poulosandbennett.com Eng. Bus. No. 28567 07/07/2023 SUBMIT TO CITY OF OCOEE, SJRWD, & OCU DATE:NO.DESCRIPTIONS: SUBMISSIONS/REVISIONS Project Name: Sheet Title: Sheet No.: Seal: Key Map: Jurisdiction:November 27, 2023This item has been electronically signed and sealed by Joel Andrew Ivey on the date adjacent to the seal using a SHA authentication code. Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies.J. ANDREW IVEYP.E. NO. 0086607REENIGNELANOISSEFORPA DIROLFNo. 86607STATE OFESNECILJ. ANDREW IVE Y C6.00 NAVD 88 20-159 JAI PV JAI MDS WYNWOOD- PHASES 3 & 4 CITY OF OCOEE, FL 1 10/04/2023 SUBMIT TO CITY OF OCOEE, SJRWD, & OCU 2 11/27/2023 SUBMIT TO CITY OF OCOEE, & OCU VERT. HOR. 0 0 SCALE IN FEET 25 50 100 2.5 5 10 For C o n t . S e e She e t C6. 0 6 For Co n t . S e e Sheet C6.06 For Con t . S e e Sheet C6.03 For Con t . S e e Sheet C6.03 WYNWOOD FOREST LANE STA. 31+34.47= BRIARWOOD GROVE LANE STA. 117+31.34 SAWCUT EXISTING PAVEMENT BEGIN PAVEMENT WYNWOOD FOREST LANE STA. 23+31.28 WYNWOOD FOREST LANE STA. 24+69.49= ASHWOOD BLUFF DRIVE STA. 208+62.48 AshwoodBluffDriveBriarwoodGroveLanePHASE LINE (TYP.) C6.00 C6.07 C6.01C6.03 C6.06 C6.02C6.08 C 6 . 0 5C6.04STORMWATER TRACK SW-6 (5.16 Ac.) Ashwood Bluff Drive Intersection 1"=30' CONTRACTOR SHALL REMOVE PIPE AND MES CONTRACTOR SHALL REMOVE PIPE AND MES Briarwood Grove Lane Intersection 1"=30' REMOVE BLOWOFF & CONNECT TO EX. 8" WM F.H. ASSEMBLY #3 F.H. ASSEMBLY #12 F.H. ASSEMBLY #10 1-8" CROSS 3-8"G.V. 1-6" G.V. 1-8"X6" RED. 2-8" G.V. 1-6" G.V. 1-8"X6" RED. 1-8" TEE Page 79 of 309 PVI STA: 47+75.00 PVI ELEV: 79.84 K: 94.74 LVC: 100.00 BVCS: 47+25.00BVCE: 79.56EVCS: 48+25.00EVCE: 79.59HIGH PT. STA: 47+77.40 HIGH PT ELEV: 79.71 0.55% -0.50% -2.00%0.40%-0.40% 187' - 24" RCP @ 0.66% S4 TE: 76.55 INV: 66.44 W INV: 66.44 N INV: 66.34 E 185' - 8" SDR 26 P V C @ 1 . 2 7 % S3 TE: 76.65 INV: 68.80 S EX-D16 TE: 76.77 INV: 71.58 (18" RCP) N INV: 71.78 (24" RCP) SPVI STA. 40+00.00PVI EL. 76.52PVI STA. 40+12.00PVI EL. 76.28PVI STA. 42+30.37PVI EL. 76.83PVI STA. 40+52.71PVI EL. 76.1237+00 38+00 39+00 40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 90 85 80 75 70 65 60 55 50 90 85 60 55 EG: 76.7PGL: 76.52EG: 77.4PGL: 76.23EG: 78.1PGL: 76.13EG: 78.6PGL: 76.21EG: 78.9PGL: 76.31EG: 79.1PGL: 76.41EG: 79.1PGL: 76.51EG: 79.1PGL: 76.61EG: 78.9PGL: 76.71EG: 78.5PGL: 76.8145 50 80 75 70 65 36+00 37+00 38+00 39+00 40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 45 36+00 95 95 48+00 BEGIN PAVEMENT STA. 42+30.37 PHASE 1 AND 2 PGL D6 TE: 76.30 INV: 69.94 (30" RCP) E INV: 69.94 (30" RCP) SW D7 TE: 76.29 INV: 70.54 (24" RCP) N INV: 70.04 (30" RCP) W PROVIDE 18" MIN. VERT. SEP. (STM OVER WM) (STM OVER SAN) CONNECT TO EXISTING 8" WM 8" WM 36" MIN. COVER 8" WM 8 10 9 363 358 342 341 359 343 340 360361362PHASE 4PHASE 140+00 41+00 42+00 43+00 211+00212+002OS-11 OPEN SPACE TRACT (0.77 Ac.)20'D.E.24'PVMTS3 STA: 41+85.00 OFF: 0.00' S4 STA: 211+47.00 OFF: 0.00' EX-D16 STA: 42+30.52 TYPE M.H. OFF: 17.50' RT D6 STA: 40+43.40 TYPE '4' C.I OFF: 17.50' LT D7 STA: 40+46.60 TYPE '2' C.I. OFF: 17.52' RT 35' - 30" RCP@ 0.28% EX-D73 N: 1557566.32 TYPE M.H. E: 492979.88 TE: 77.50 INV: 67.05 (36" RCP) S INV: 69.61 (36" RCP) N 128' - 36" RCP@ 0.10% 33' - 30" RCP@ 0.31% EX-D14 50'ROW10'U.E.10'U.E.D74 D4 D5 EX-D15 40+00 211+00212+0076.171.5%76.1776.47 76.4 0 76.47 75.9476.1875.9476.19 76.7176.6376.4576.6976.4576.52 76.28 76 .400.3%1.3%1.3%76.4176.40 76.3576.12 3.5%76.280.5%1"=50' GREENWOOD OAK DRIVE PLAN & PROFILE 1 A 2 3 4 5 6 7 8 9 B C D E F A B C D E F 1 2 3 4 5 6 7 8 9 DRAWN BY: JOB NO.: VERTICAL DATUM: CHECKED BY: DESIGNED BY: SCALE IN FEET: APPROVED BY: Poulos & Bennett, LLC DATE:2602 E. Livingston St., Orlando, FL 32803 Tel. 407.487.2594 www.poulosandbennett.com Eng. Bus. No. 28567 07/07/2023 SUBMIT TO CITY OF OCOEE, SJRWD, & OCU DATE:NO.DESCRIPTIONS: SUBMISSIONS/REVISIONS Project Name: Sheet Title: Sheet No.: Seal: Key Map: Jurisdiction:November 27, 2023This item has been electronically signed and sealed by Joel Andrew Ivey on the date adjacent to the seal using a SHA authentication code. Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies.J. ANDREW IVEYP.E. NO. 0086607REENIGNELANOISSEFORPA DIROLFNo. 86607STATE OFESNECILJ. ANDREW IVE Y C6.01 NAVD 88 20-159 JAI PV JAI MDS WYNWOOD- PHASES 3 & 4 CITY OF OCOEE, FL 1 10/04/2023 SUBMIT TO CITY OF OCOEE, SJRWD, & OCU 2 11/27/2023 SUBMIT TO CITY OF OCOEE, & OCU VERT. HOR. 0 0 SCALE IN FEET 25 50 100 2.5 5 10 GREENWOOD OAK DRIVE STA. 40+00.00 ASHWOOD BLUFF DRIVE STA. 211+53.00= For Co n t . S e e Sheet C6.07 For C o n t . S e e Sheet C6.07 C6.01 C6.0 7 PHASE LINE (TYP.)AshwoodBluffDriveSAWCUT EXISTING PAVEMENT END PAVEMENT STA.42+30.37 C6.00C6.03 C6.06 C6.02C6.08 C 6 . 0 5C6.04Ashwood Bluff Drive Intersection 1"=30' Greenwood Oak Drive CONTRACTOR SHALL REMOVE EXISTING MES AND PIPE CONTRACTOR SHALL REMOVE EXISTING MES AND PIPE REMOVE BLOWOFF & CONNECT TO EX. 8" WM 21-E-007F.H. ASSEMBLY #2 3-8" G.V. 1-8"X8" TEE Page 80 of 309 44 289 374 311 310 326 325 324 323 322 321 320 309 308 294 284 286 287 288 290 291 285 371372373 376 375 293292 368369370377 72+0073+0074+000 105+00 106+00 107+00 108+00 109+00 110+00 111+00 112+00 113+00205+00206+00220+00221+00OS-12 OPEN SPACE TRACT (0.11 Ac.)50'ROW10'U.E.10'U.E.24'PVMTS12 STA: 113+40.00 OFF: 0.00' S13 STA: 111+75.00 OFF: 6.00' RT S14 STA: 109+88.84 OFF: 6.00' LT S24 STA: 109+13.83 OFF: 0.00' EX38 STA: 106+23.87 OFF: 0.00' STA: 113+40.28 OFF: 17.50' LT D27 STA: 111+88.30 TYPE '3' C.I. OFF: 17.50' RT D28 STA: 111+88.30 TYPE '3' C.I. OFF: 17.50' LT D21 STA: 110+33.41 TYPE '4' C.I. OFF: 17.50' RT D22 STA: 110+26.82 TYPE '1' C.I. OFF: 17.50' LT D19 STA: 107+34.50 TYPE '2' C.I. OFF: 17.50' LT D18 STA: 107+34.50 TYPE '2' C.I. OFF: 17.50' RT 35' - 18" RCP @ 0.43% 127' - 24" RCP @ 0.20% 36' - 18" RCP @ 0.31% 129' - 18" RCP @ 1.26% 35' - 18" RCP @ 0.46%PVI STA. 104+57.31PVI EL. 74.80PVI STA. 104+69.45PVI EL. 74.57PVI STA. 105+17.38PVI EL. 74.03PVI STA. 109+88.99PVI EL. 75.11PVI STA. 111+65.00PVI EL. 78.45PVI STA. 113+43.76PVI EL. 80.00BVCS: 115+35.00BVCE: 82.15EVCS: 116+35.00HIGH PT. STA: 116+04.21 HIGH PT ELEV: 82.54 -1.89%-1.13% -1.13%1.39% 1.90% 0.86% 1.12% PVI STA: 107+34.50 PVI ELEV: 71.58 K: 39.71 LVC: 100.00 BVCS: 106+84.50BVCE: 72.14EVCS: 107+84.50EVCE: 72.27LOW PT. STA: 107+29.37 LOW PT ELEV: 71.89 145' - 18" RCP @ 0.30% 165' - 8" SDR 26 PVC @ 2.62% 187' - 8 " S D R 2 6 P V C @ 3. 7 1 % 45 50 55 60 65 70 75 80 85 90 104+00 105+00 106+00 107+00 108+00 109+00 110+00 111+00 112+00 103+00 104+00 105+00 106+00 107+00 108+00 109+00 110+00 111+00 112+00 113+00 40 103+00 290' - 8" SDR 26 PVC @ 0.7 6 % PHASE 1 AND 2 PGL EG: 76.2PGL: 73.94EG: 75.9PGL: 73.66EG: 75.5PGL: 73.38EG: 75.1PGL: 73.10EG: 74.6PGL: 72.81EG: 74.0PGL: 72.53EG: 73.2PGL: 72.25EG: 72.0PGL: 72.00EG: 73.0PGL: 71.89EG: 73.8PGL: 71.94EG: 74.6PGL: 72.15EG: 75.4PGL: 72.49EG: 76.2PGL: 72.83EG: 76.9PGL: 73.18EG: 77.5PGL: 73.53EG: 77.9PGL: 73.87EG: 77.7PGL: 74.22EG: 77.0PGL: 74.57EG: 76.4PGL: 74.92EG: 76.5PGL: 75.32EG: 77.3PGL: 75.79EG: 77.8PGL: 76.27EG: 78.0PGL: 76.74EG: 78.1PGL: 77.22EG: 78.1PGL: 77.69EG: 78.0PGL: 78.17EG: 77.8PGL: 78.54EG: 77.8PGL: 78.76EG: 78.4PGL: 78.97EG: 78.7PGL: 79.19EG: 79.0PGL: 79.41S13 TE: 78.42 INV: 70.95 S INV: 70.85 N S14 TE: 74.99 INV: 63.92 S INV: 63.92 W INV: 63.82 E S24 TE: 74.07 INV: 65.32 N EX38 TE: 72.83 INV: 63.11 S INV: 63.01 N D18 TE: 72.05 INV: 66.80 (18" RCP) E D21 TE: 76.10 INV: 70.85 (18" RCP) E D22 TE: 75.98 INV: 70.74 (18" RCP) W INV: 69.57 (18" RCP) E D27 TE: 78.81 INV: 73.56 (18" RCP) E D28 TE: 78.80 INV: 73.40 (18" RCP) W INV: 73.40 (18" RCP) S 113+00 114+00 115+00 45 50 55 60 65 70 75 80 85 90 114+00 115+00EG: 79.0PGL: 79.6240 BEGIN PAVEMENT STA. 105+17.38 6" WM 36" MIN. COVER CONNECT TO EXISTING 6" WM PROVIDE 12" MIN. VERT. SEP. (STM OVER SAN) 6" WM EXISTING 1X8"X6" RED. EXISTING 8" WM PROVIDE 12" MIN. VERT. SEP. (STM OVER SAN) PROVIDE 12" MIN. VERT. SEP. (STM OVER SAN) PROVIDE 12" MIN. VERT. SEP. (WM OVER SAN) 110+00 206+001.4%7 4 . 5 9 7 4 . 3 5 74.8274.3074.5474.3075.20 75.53 75.84 75.6075.1475.3875.1475.0074.8 7 75.11 75.5674.8775.1174 . 3 5 2. 2 % 1.7%3.2%2. 4 %74.8474.8474.9674.9674.9675 . 4 6 7 5 . 4 675.4675.1075 . 1 0 75.28 75.65 7 5 . 3 7 75 . 4 5 75.0 5 7 5 . 0 3 75.08 75.18 75.2774.6674.5874.9674 . 8 4 1.5% 1 A 2 3 4 5 6 7 8 9 B C D E F A B C D E F 1 2 3 4 5 6 7 8 9 DRAWN BY: JOB NO.: VERTICAL DATUM: CHECKED BY: DESIGNED BY: SCALE IN FEET: APPROVED BY: Poulos & Bennett, LLC DATE:2602 E. Livingston St., Orlando, FL 32803 Tel. 407.487.2594 www.poulosandbennett.com Eng. Bus. No. 28567 07/07/2023 SUBMIT TO CITY OF OCOEE, SJRWD, & OCU DATE:NO.DESCRIPTIONS: SUBMISSIONS/REVISIONS Project Name: Sheet Title: Sheet No.: Seal: Key Map: Jurisdiction:November 27, 2023This item has been electronically signed and sealed by Joel Andrew Ivey on the date adjacent to the seal using a SHA authentication code. Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies.J. ANDREW IVEYP.E. NO. 0086607REENIGNELANOISSEFORPA DIROLFNo. 86607STATE OFESNECILJ. ANDREW IVE Y C6.02 NAVD 88 20-159 JAI PV JAI MDS WYNWOOD- PHASES 3 & 4 CITY OF OCOEE, FL 1 10/04/2023 SUBMIT TO CITY OF OCOEE, SJRWD, & OCU 2 11/27/2023 SUBMIT TO CITY OF OCOEE, & OCU 1"=50' BRIARWOOD GROVE LANE PLAN & PROFILE VERT. HOR. 0 0 SCALE IN FEET 25 50 100 2.5 5 10 PHASE 4PHASE 1 For Cont . S e e Sheet C6.06 PHASE LINE (TYP.)PHASE 3PHASE 4 For Cont. S e e Sheet C6.06 SAWCUT EXISTING PAVEMENT BEGIN PAVEMENT BRIARWOOD GROVE LANE STA. 105+17.38 AshwoodBluffDriveC6.02 C6.0 7 C6.00C6.03 C6.06C6.01C6.08 C 6 . 0 5C6.04BRIARWOOD GROVE LANE STA. 104+57.31= COACHWOOD DRIVE STA. 72+93.86 Match LineFor Cont. See Sheet C6.03CoachwoodDriveAshwood Bluff Drive Intersection 1"=30' Briarwood Grove Lane BRIARWOOD GROVE LANE STA. 109+88.99= ASHWOOD BLUFF DRIVE STA. 205+71.54 REMOVE BLOWOFF & CONNECT TO EX. 6" WM 21-E-007 F.H. ASSEMBLY #4 4-6" G.V. 1-6"X6" CROSS F.H. ASSEMBLY #11 CORE & CONNECT 21-E-007 Page 81 of 309 PVI STA. 111+65.00PVI EL. 78.45PVI STA. 113+43.76PVI EL. 80.00PVI STA. 121+25.80PVI EL. 78.00PVI STA. 117+31.34PVI EL. 81.981.90% 0.86% -1.01% 1.12% -0.50% PVI STA: 115+85.00 PVI ELEV: 82.71 K: 61.57 LVC: 100.00 BVCS: 115+35.00BVCE: 82.15EVCS: 116+35.00EVCE: 82.46HIGH PT. STA: 116+04.21 HIGH PT ELEV: 82.54 165' - 8" SDR 26 PVC @ 2.62% 145' - 18" RCP @ 0.30% 314' - 8" SDR 26 PVC @ 0.40% 130 ' - 8 " S D R 2 6 P V C @ 5 . 0 0 % 170' - 18" RCP @ 0.67% 50' - 18" RCP @ 0.30% 112+00 113+00 114+00 115+00 116+00 117+00 118+00 119+00 120+00 121+00 122+00 123+00 124+00 95 90 85 80 75 70 65 60 55 50 45 95 90 85 80 75 70 65 60 55 50 45 112+00 113+00 114+00 115+00 116+00 117+00 118+00 119+00 120+00 121+00 122+00 123+00 124+00EG: 79.0PGL: 79.62EG: 78.9PGL: 79.84EG: 78.8PGL: 80.07EG: 79.3PGL: 80.35EG: 79.8PGL: 80.63EG: 80.3PGL: 80.91EG: 80.7PGL: 81.19EG: 81.0PGL: 81.48EG: 81.2PGL: 81.76EG: 81.4PGL: 82.04EG: 81.6PGL: 82.30EG: 81.7PGL: 82.47EG: 81.8PGL: 82.54EG: 81.9PGL: 82.50EG: 82.0PGL: 82.39EG: 81.9PGL: 82.26EG: 81.8PGL: 82.14EG: 81.4PGL: 82.01EG: 81.7PGL: 81.79EG: 82.3PGL: 81.54EG: 82.6PGL: 81.29EG: 82.7PGL: 81.03EG: 82.6PGL: 80.78EG: 82.4PGL: 80.53EG: 82.2PGL: 80.28EG: 82.0PGL: 80.03EG: 81.7PGL: 79.77EG: 81.5PGL: 79.52EG: 81.2PGL: 79.27EG: 80.9PGL: 79.02EG: 80.5PGL: 78.76EG: 80.0PGL: 78.51EG: 79.4PGL: 78.26EG: 78.6PGL: 78.01S7 TE: 78.62 INV: 71.00 E S9 TE: 81.80 INV: 69.74 W INV: 69.74 E INV: 69.64 N S8 TE: 82.41 INV: 76.24 W S12 TE: 79.97 INV: 75.27 N D17 TE: 77.92 INV: 72.67 (18" RCP) E INV: 72.67 (24" RCP) N D15 TE: 79.17 INV: 73.92 (18" RCP) SE D16 TE: 79.34 INV: 73.80 (18" RCP) E INV: 73.80 (18" RCP) NW INV: 73.80 (18" RCP) W D30 TE: 80.67 INV: 73.50 (18" RCP) N D31 TE: 79.91 INV: 72.96 (18" RCP) N INV: 73.35 (18" RCP) S INV: 72.96 (18" RCP) E D14 TE: 81.53 INV: 76.78 (18" RCP) W 219' - 18" RCP @ 1 . 3 6 % 6" WM 36" MIN. COVER PROVIDE 12" MIN. VERT. SEP. (STM OVER SAN) PROVIDE 12" MIN. VERT. SEP. (WM OVER SAN) 6" WM AIR RELEASE VALVE 268 256 255 247246245 252 244 251243 250249248 266 269 267 265 240 257 241 253 254 242 31+00113+00114+00115+00 116+00 117+00 118+00 119+00 120+00 121+00 121+99 220+00 221+00 P-5 PARK TRACT (4.43 Ac.) OS-10 OPEN SPACE TRACT (6.07 Ac.)24'PVMT50'ROW10'U.E.10'U.E.S8 STA: 116+07.87 OFF: 6.00' LT S9 STA: 117+37.41 OFF: 6.00' RT S12 STA: 113+40.00 OFF: 0.00' S7 STA: 120+52.06 OFF: 6.00' LT D14 STA: 117+90.35 TYPE '1' C.I. OFF: 17.50' LT D30 STA: 113+90.05 TYPE '1' C.I. OFF: 17.50' LT D31 STA: 113+40.28 TYPE M.H. OFF: 17.50' LT D16 STA: 120+07.54 TYPE '1' C.I. OFF: 17.50' LT D15 STA: 120+24.95 TYPE '1' C.I. OFF: 17.50' RT D17 STA: 121+75.20 TYPE '2' C.I. OFF: 24.46' LT EX-D77 N: 1557040.34TYPE M.H. E: 492922.34 TE: 77.50 INV: 72.05 (30" RCP) N INV: 72.10 (24" RCP) S 39' - 18" RCP @ 0.31% 169' - 24" RCP @ 0.34% S17 121+00 121+99 7 8 . 4 5 7 8 . 3 6 78.27 77.70 7 7 . 6 6 77.9277.9477.9678.2078.2878.4578.6978.5378.4478.2378.1978.50 0.6%0.5%0.5%7 7 . 5 3 0.5% 0.5% 1.0% 0.5%0.5%0.5% 2.2% 1"=50' BRIARWOOD GROVE LANE PLAN & PROFILE 1 A 2 3 4 5 6 7 8 9 B C D E F A B C D E F 1 2 3 4 5 6 7 8 9 DRAWN BY: JOB NO.: VERTICAL DATUM: CHECKED BY: DESIGNED BY: SCALE IN FEET: APPROVED BY: Poulos & Bennett, LLC DATE:2602 E. Livingston St., Orlando, FL 32803 Tel. 407.487.2594 www.poulosandbennett.com Eng. Bus. No. 28567 07/07/2023 SUBMIT TO CITY OF OCOEE, SJRWD, & OCU DATE:NO.DESCRIPTIONS: SUBMISSIONS/REVISIONS Project Name: Sheet Title: Sheet No.: Seal: Key Map: Jurisdiction:November 27, 2023This item has been electronically signed and sealed by Joel Andrew Ivey on the date adjacent to the seal using a SHA authentication code. Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies.J. ANDREW IVEYP.E. NO. 0086607REENIGNELANOISSEFORPA DIROLFNo. 86607STATE OFESNECILJ. ANDREW IVE Y C6.03 NAVD 88 20-159 JAI PV JAI MDS WYNWOOD- PHASES 3 & 4 CITY OF OCOEE, FL 1 10/04/2023 SUBMIT TO CITY OF OCOEE, SJRWD, & OCU 2 11/27/2023 SUBMIT TO CITY OF OCOEE, & OCU VERT. HOR. 0 0 SCALE IN FEET 25 50 100 2.5 5 10 WynwoodForestLaneBaywood Flower W a y Match Line For Cont. See Sheet C6.02 For Cont. See Sheet C6.00 For Cont. SeeSheet C6.08BRIARWOOD GROVE LANE STA. 117+31.34= WYNWOOD FOREST LANE STA. 31+34.47 PHASE LINE (TYP.) C6.03 C6.0 7 C6.00C6.02C6.06C6.01C6.08 C 6 . 0 5C6.04Briarwood Grove Lane Cul-de-Sac 1"=30'Briarwood Grove Lane BRIARWOOD GROVE LANE STA. 113+43.76= BAYWOOD FLOWER WAY STA. 220+00.00 2-8" G.V. 1-6" G.V. 1-8"X6' RED. 1-8"X8" TEE F.H. ASSEMBLY #10 AIR RELEASE VALVE3-6" G.V. 1-6"X6" TEE WATER STUBOUT 4" G.V. 2" B.O. PERMANENT BLOW-OFF VALVE PER DETAIL A122-1 8"X4" RED. Page 82 of 309 184+00 200+001.0% 67 . 8 0 6 8 . 0 4 6 7 . 8 0 68. 2 0 68. 4 4 68 . 2 368.0068.1 8 68.42 68.18 68.2267.98 68.12 68.12 6 8 . 3 6 68. 3 6 1.0%0.7%0.6%68.0568.2868.206 8 . 1 3 6 8 . 0 867.980.5% 0.5% -2.00% -0.52% 0.50% 1.14% 0.50% -0.66% 0.50%PVI STA. 180+00.00PVI EL. 70.35PVI STA. 180+12.00PVI EL. 70.11PVI STA. 180+55.99PVI EL. 69.88PVI STA. 185+00.00PVI EL. 68.80PVI STA. 187+31.69PVI EL. 71.44PVI STA. 183+40.26PVI EL. 68.00PVI STA. 183+84.72PVI EL. 68.22D36 TE: 71.78 INV: 66.53 (18" RCP) NW 200' - 30" RCP @ 0.50% 279' - 48" RCP @ 0.72% D46 TE: 71.29 INV: 65.34 (36" RCP) W INV: 65.46 (30" RCP) S INV: 60.60 (48" RCP) N D47 TE: 68.58 INV: 63.33 (18" RCP) E 90' - 48" RCP @ 0.30% D52 TE: 68.15 INV: 58.33 (48" RCP) S INV: 58.97 (18" RCP) W INV: 63.04 (18" RCP) N INV: 58.33 (48" RCP) E 152' - 18" RCP @ 0.50% D50 TE: 69.17 INV: 63.80 (18" RCP) W INV: 63.80 (18" RCP) S D49 TE: 69.20 INV: 63.95 (18" RCP) E 343' - 8" SDR 26 PVC @ 0.40% 163' - 8" SDR 26 PVC @ 0.40% S22 TE: 71.37 INV: 62.99 W INV: 62.99 S INV: 62.89 N S23 TE: 69.51 INV: 62.24 S INV: 62.14 N EX.S39 TE: 69.08 INV: 60.43 S INV: 60.33 N S16 TE: 68.22 INV: 61.43 W INV: 61.43 S INV: 61.33 N 90 85 80 75 70 65 60 55 50 45 40 179+00 180+00 181+00 182+00 183+00 184+00 185+00 186+00 187+00 188+00 189+00 190+00 191+00 179+00 180+00 181+00 182+00 183+00 184+00 185+00 186+00 187+00 188+00 189+00 190+00 191+00 85 80 55 50 45 40 EG: 71.9PGL: 69.75EG: 71.4PGL: 69.59EG: 70.8PGL: 69.42EG:PGL: 69.26EG:PGL: 69.09EG:PGL: 68.93EG:PGL: 68.76EG: 70.4PGL: 68.60EG: 70.5PGL: 68.43EG: 70.4PGL: 68.27EG: 70.2PGL: 68.10EG: 69.5PGL: 68.05EG:PGL: 68.17EG:PGL: 68.30EG: 69.7PGL: 68.42EG: 70.2PGL: 68.55EG: 70.6PGL: 68.67EG: 70.9PGL: 68.80EG: 71.1PGL: 69.08EG: 71.3PGL: 69.37EG: 71.4PGL: 69.65EG: 71.4PGL: 69.94EG: 71.4PGL: 70.22EG: 71.2PGL: 70.51EG: 71.0PGL: 70.79EG: 70.7PGL: 71.08EG: 70.1PGL: 71.36EG: 70.6PGL: 71.53EG: 71.4PGL: 71.66EG: 71.9PGL: 71.78EG: 72.3PGL: 71.91EG: 72.6PGL: 72.03EG: 72.9PGL: 72.16EG: 73.1PGL: 72.2875 70 65 60 EG:PGL: 69.91EG:PGL: 70.04EG:PGL: 70.3590 EXISTING 8" PVC SANITARY PIPE D51 TE: 68.16 INV: 59.11 (18" RCP) E 226' - 8" SDR 26 PVC @ 0.40% 177' - 8" SDR 26 PVC @ 0.40% D48 TE: 68.60 INV: 63.20 (18" RCP) W INV: 58.60 (48" RCP) S INV: 58.60 (48" RCP) N 8" WM 36" MIN.COVERPROVIDE 12" MIN. VERT. SEP. (STM OVER SAN) PROVIDE 12" MIN. VERT. SEP. (SAN OVER STM) PROVIDE 18" MIN. VERT. SEP. (STM OVER WM) (STM OVER SAN)PROVIDE 12" MIN. VERT. SEP. (STM OVER SAN) 6" WM PROVIDE 12" MIN. VERT. SEP. (STM OVER WM) (STM OVER SAN) 8" WM EXISTING 8" WM 8" WM PROVIDE 12" MIN. VERT. SEP. (STM OVER SAN)78+0079+0080+0180+00 181+00 182+00 183+00 184+00 185+00 186+00 187+00 188+00 189+00 200+00201+00225+00PHASE 3PHASE 130' D.E. 79 80 81 78 283 276 281282 273 274 202 210209208207206205204203 197 201200 191 193 194 195 192 272 271 232233 234 279 278 277 198 199 196 280 24'PVMT50'ROW10'U.E.10'U.E.S22 STA: 187+25.68 OFF: 0.00' S23 STA: 185+62.32 OFF: 0.00' EX.S39 STA: 181+59.19 OFF: 6.00' RT S16 STA: 183+84.72 OFF: 0.00' D36 STA: 187+70.56 TYPE '3' C.I. OFF: 17.49' RT D46 STA: 187+05.59 TYPE '1' C.I. OFF: 17.50' LT D49 STA: 181+81.05 TYPE '1' C.I. OFF: 17.50' RT D50 STA: 181+86.07 TYPE '1' C.I. OFF: 17.50' LT D48 STA: 184+29.81 TYPE '1' C.I. OFF: 17.50' LT D47 STA: 184+27.32 TYPE '1' C.I. OFF: 17.50' RT EX-D69 N: 1557649.25 TYPE M.H. E: 494320.19 TE: 68.50 INV: 54.10 (48" RCP) E INV: 57.94 (48" RCP) W D51 STA: 183+38.24 TYPE '2' C.I. OFF: 17.40' RT D52 STA: 183+41.20 TYPE '2' C.I. OFF: 17.50' LT 32' - 18" RCP @ 0.32% 35' - 18" RCP @ 0.37% 35' - 18" RCP @ 0.40% 128' - 48" RCP @ 0.31% 35' - 18" RCP @ 0.42% 59' - 36" RCP @ 0.30% D38 D37 2-8" G.V. 1-6" G.V. 1-8"X6" RED. 1-8"X8" TEE2-8" G.V. 1-6" G.V. 1-8"X6" RED. 1-8"X8" TEE 1"=50' SPINEYWOOD COURT PLAN & PROFILE 1 A 2 3 4 5 6 7 8 9 B C D E F A B C D E F 1 2 3 4 5 6 7 8 9 DRAWN BY: JOB NO.: VERTICAL DATUM: CHECKED BY: DESIGNED BY: SCALE IN FEET: APPROVED BY: Poulos & Bennett, LLC DATE:2602 E. Livingston St., Orlando, FL 32803 Tel. 407.487.2594 www.poulosandbennett.com Eng. Bus. No. 28567 07/07/2023 SUBMIT TO CITY OF OCOEE, SJRWD, & OCU DATE:NO.DESCRIPTIONS: SUBMISSIONS/REVISIONS Project Name: Sheet Title: Sheet No.: Seal: Key Map: Jurisdiction:November 27, 2023This item has been electronically signed and sealed by Joel Andrew Ivey on the date adjacent to the seal using a SHA authentication code. Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies.J. ANDREW IVEYP.E. NO. 0086607REENIGNELANOISSEFORPA DIROLFNo. 86607STATE OFESNECILJ. ANDREW IVE Y C6.04 NAVD 88 20-159 JAI PV JAI MDS WYNWOOD- PHASES 3 & 4 CITY OF OCOEE, FL 1 10/04/2023 SUBMIT TO CITY OF OCOEE, SJRWD, & OCU 2 11/27/2023 SUBMIT TO CITY OF OCOEE, & OCU VERT. HOR. 0 0 SCALE IN FEET 25 50 100 2.5 5 10 AshwoodBluffDriveBaywoodFlower WayFor Con t . S e e Sheet C6.06 For Cont. See Sheet C6.08 SAWCUT EXISTING PAVEMENT BEGIN PAVEMENT STA. 180+55.99 PHASE LINE (TYP.)Match LineFor Cont. See Sheet C6.05C6.0 7 C6.00C6.03 C6.06C6.01C6.08 C 6 . 0 5C6.02C6.04 SPINEYWOOD COURT STA.180+00.00= COACHWOOD DRIVE STA. 78+87.34 CoachwoodDriveAshwood Bluff Drive Intersection 1"=30' Spineywood Court SPINEYWOOD COURT STA. 187+31.69= BAYWOOD FLOWER WAY STA. 225+81.32 SPINEYWOOD COURT STA. 183+84.72 = ASHWOOD BLUFF DRIVE STA. 200+00.00 REMOVE BLOWOFF & CONNECT TO EX. 8" WM 21-E-007 F.H. ASSEMBLY #6 F.H. ASSEMBLY #7 CORE & CONNECT 21-E-007 Page 83 of 309 194+46 1 8 8 + 0 0 1 8 9 + 0 0 1 9 0 + 0 0 191+00 192+00 193+00 194+00 P-4 PARK TRACT (0.24 Ac.) 214 225 216 224 215 223 222 228 220 227 219 226 218 221 213 212 211 210 232 233 230 231 229 217 10'U.E.10'U.E.50'ROW24'PVMT S19 STA: 194+17.16 OFF: 0.00' S20 STA: 192+80.00 OFF: 0.00' RT S21 STA: 190+67.98 OFF: 6.00' RT D39 STA: 193+06.09 TYPE '1' C.I. OFF: 17.50' RT D40 STA: 192+98.99 TYPE '1' C.I. OFF: 17.50' LTD42 STA: 191+46.46 TYPE '1' C.I. OFF: 17.50' LT D41 STA: 191+46.46 TYPE '1' C.I. OFF: 17.50' RT D43 STA: 190+67.98 TYPE M.H. OFF: 6.00' LT D44 STA: 189+26.48 TYPE '1' C.I. OFF: 17.50' RT D45 STA: 189+03.31 TYPE '1' C.I. OFF: 17.50' LT D36 STA: 187+70.56 TYPE '3' C.I. OFF: 17.49' RT 36' - 18" RCP @ 0.31% 35' - 18" RCP @ 0.31% 42' - 18" RCP @ 0.38% 1- 8 " X 8 " T E E 1.14% 0.50%PVI STA. 185+00.00PVI EL. 68.80PVI STA. 187+31.69PVI EL. 71.44PVI STA. 194+02.16PVI EL. 74.79S21 TE: 72.99 INV: 64.46 SE INV: 64.36 N 212' - 8" SDR 26 PVC @ 0. 8 0 % 137' - 8" SDR 26 PVC @ 1 . 0 3 % S19 TE: 74.82 INV: 67.66 NW 158' - 24" RCP @ 0.50%70' - 24" RCP @ 0.79% D43 TE: 73.01 INV: 67.75 (24" RCP) SE INV: 67.75 (24" RCP) N D42 TE: 73.66 INV: 68.30 (18" RCP) SE INV: 68.30 (18" RCP) S INV: 68.30 (24" RCP) NW D41 TE: 73.66 INV: 68.41 (18" RCP) N 158' - 18" RCP @ 0.50% D40 TE: 74.42 INV: 69.10 (18" RCP) SW INV: 69.10 (18" RCP) NW D39 TE: 74.46 INV: 69.21 (18" RCP) NE 186+00 187+00 188+00 189+00 190+00 191+00 192+00 193+00 194+00 195+00 196+00 197+00 198+00 90 85 80 75 70 65 60 55 50 45 40 186+00 187+00 188+00 189+00 190+00 191+00 192+00 193+00 194+00 195+00 196+00 197+00 198+00 90 85 80 75 70 65 60 55 50 45 40 EG: 73.8PGL: 72.78EG: 73.9PGL: 72.91EG: 74.0PGL: 73.03EG: 74.1PGL: 73.16EG: 74.1PGL: 73.28EG: 74.2PGL: 73.41EG: 74.3PGL: 73.53EG: 74.4PGL: 73.66EG: 74.5PGL: 73.78EG: 74.5PGL: 73.91EG: 74.5PGL: 74.03EG: 74.4PGL: 74.16EG: 74.2PGL: 74.28EG: 73.7PGL: 74.41EG: 73.2PGL: 74.53EG: 73.3PGL: 74.66EG: 73.6PGL: 74.78EG: 73.6PGL: 72.66EG: 73.4PGL: 72.53EG: 73.2PGL: 72.41EG: 73.1PGL: 72.28D44 TE: 72.56 INV: 67.31 (18" RCP) E S20 TE: 74.18 INV: 66.25 SE INV: 66.15 NW D45 TE: 72.45 INV: 67.15 (18" RCP) W INV: 66.96 (24" RCP) S INV: 66.46 (30" RCP) N 343' - 8" SDR 26 PVC @ 0.40% PROVIDE 12" MIN. VERT. SEP. (STM OVER SAN) PROVIDE 12" MIN. VERT. SEP. (STM OVER SAN) PROVIDE 12" MIN. VERT. SEP. (STM OVER SAN) 8" WM 36" MIN.COVERAIR RELEASE VALVE 194+46194+00 74.2074.4474.2974.5374.29 74.39 74.91 74.88 7 4 . 5 574.3775.1474.200.5%0.5% 0.5%0.5% 0.6%0.5%0 .5%74.711.7%1.3%0. 5 % 1"=50' SPINEYWOOD COURT PLAN & PROFILE 1 A 2 3 4 5 6 7 8 9 B C D E F A B C D E F 1 2 3 4 5 6 7 8 9 DRAWN BY: JOB NO.: VERTICAL DATUM: CHECKED BY: DESIGNED BY: SCALE IN FEET: APPROVED BY: Poulos & Bennett, LLC DATE:2602 E. Livingston St., Orlando, FL 32803 Tel. 407.487.2594 www.poulosandbennett.com Eng. Bus. No. 28567 07/07/2023 SUBMIT TO CITY OF OCOEE, SJRWD, & OCU DATE:NO.DESCRIPTIONS: SUBMISSIONS/REVISIONS Project Name: Sheet Title: Sheet No.: Seal: Key Map: Jurisdiction:November 27, 2023This item has been electronically signed and sealed by Joel Andrew Ivey on the date adjacent to the seal using a SHA authentication code. Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies.J. ANDREW IVEYP.E. NO. 0086607REENIGNELANOISSEFORPA DIROLFNo. 86607STATE OFESNECILJ. ANDREW IVE Y C6.05 NAVD 88 20-159 JAI PV JAI MDS WYNWOOD- PHASES 3 & 4 CITY OF OCOEE, FL 1 10/04/2023 SUBMIT TO CITY OF OCOEE, SJRWD, & OCU 2 11/27/2023 SUBMIT TO CITY OF OCOEE, & OCU VERT. HOR. 0 0 SCALE IN FEET 25 50 100 2.5 5 10Match Line For Cont. See Sheet C6.04 C6.0 7 C6.00C6.03 C6.06C6.01C6.08C6.02C6.05C6.04Spineywood Court Spineywood Court Cul-de-sac 1"=30' F.H. ASSEMBLY #8 WATER STUBOUT 4" G.V. 2" B.O. AIR RELEASE VALVE PERMANENT BLOW-OFF VALVE PER DETAIL A122-1 8"X4" RED. Page 84 of 309 296 299 276 364 367 275 300 301 302 303 273 274 327 328 326 197 200 309308304305306307 298 297 294 339 277 293 295 368 369 198 199 196 PHASE 3PHASE 424+0025+00109+00110+00183+00184+00185+200+00 201+00 202+00 203+00 204+00 205+00 206+00 207+00 208+0 0 209+00 210+00 D24 STA: 204+31.07 TYPE '1' C.I. OFF: 17.50' LT D23 STA: 204+24.13 TYPE '1' C.I. OFF: 17.50' RT D26 STA: 201+70.75 TYPE '1' C.I. OFF: 17.50' RT D25 STA: 201+53.99 TYPE '1' C.I. OFF: 17.50' LT 36' - 18" RCP@ 0.31% 39' - 24" RCP@ 0.26% 130' - 24" RCP@ 0.21% 90' - 48" RCP@ 0.11% S6 STA: 24+70.18 OFF: 6.00' LT S5 S14 STA: 109+88.84 OFF: 6.00' LT S15 STA: 202+45.20 OFF: 0.00' D10 D1124'PVMTS16 STA: 183+84.72 OFF: 0.00'50'ROW10'U.E.10'U.E.D52 D51 152' - 18" RCP@ 0.50% D48 D47 D22 D21 S24 36' - 18" RCP@ 0.33%30'D.E.35' - 18" RCP@ 0.40% 35' - 18" RCP@ 0.37% 173' - 36" RCP@ 0.10% 133' - 36" RCP@ 0.11% PVI STA: 207+80.51 PVI ELEV: 78.81 K: 28.57 LVC: 100.00 BVCS: 207+30.51BVCE: 77.81EVCS: 208+30.51EVCE: 78.06HIGH PT. STA: 207+87.66 HIGH PT ELEV: 78.38 D25 TE: 70.03 INV: 64.66 (18" RCP) W INV: 64.16 (24" RCP) NW D26 TE: 70.24 INV: 64.06 (24" RCP) SE INV: 64.06 (24" RCP) N 280' - 18" RCP @ 1 . 1 7 % D23 TE: 73.35 INV: 68.06 (18" RCP) S 129' - 18" RCP @ 1 . 2 6 % S14 TE: 74.99 INV: 63.92 S INV: 63.92 W INV: 63.82 E 320' - 8" SDR 26 PVC @ 0.41% S15 TE: 71.01 INV: 62.51 W INV: 62.41 E 245' - 8" SDR 26 PVC @ 0.40% S16 TE: 68.22 INV: 61.43 W INV: 61.43 S INV: 61.33 N D24 TE: 73.44 INV: 67.95 (18" RCP) W INV: 67.95 (18" RCP) N INV: 67.95 (18" RCP) E 199+00 200+00 201+00 202+00 203+00 204+00 205+00 206+00 207+00 208+00 209+00 40 45 50 55 60 65 70 75 80 85 90 199+00 200+00 201+00 202+00 203+00 204+00 205+00 206+00 207+00 208+00 209+00 40 45 50 90 55 60 65 70 75 80 85 EG: 70.0PGL: 68.61EG: 70.6PGL: 68.92EG: 71.0PGL: 69.22EG: 71.4PGL: 69.53EG: 71.7PGL: 69.84EG: 71.9PGL: 70.14EG: 72.2PGL: 70.45EG: 72.4PGL: 70.76EG: 72.6PGL: 71.07EG: 72.5PGL: 71.37EG: 72.8PGL: 71.68EG: 73.7PGL: 71.99EG: 74.4PGL: 72.29EG: 75.0PGL: 72.60EG: 75.6PGL: 72.91EG: 76.3PGL: 73.22EG: 76.9PGL: 73.52EG: 77.4PGL: 73.83EG: 77.7PGL: 74.14EG: 77.5PGL: 74.45EG: 76.7PGL: 74.75EG: 76.1PGL: 75.04EG: 77.0PGL: 75.20EG: 77.7PGL: 75.70EG: 78.1PGL: 76.20EG: 78.2PGL: 76.70EG: 78.2PGL: 77.20EG:PGL: 68.23EG:PGL: 68.22210+00 210+00 290' - 8" SDR 26 PVC @ 0.40% 291' - 8" SDR 26 PVC @ 0.40% 211+00 211+00 PVI STA. 200+00.00PVI EL. 68.22PVI STA. 200+12.00PVI EL. 67.98PVI STA. 205+71.54PVI EL. 75.11PVI STA. 205+83.54PVI EL. 74.87PVI STA. 208+62.48PVI EL. 78.00PVI STA. 208+74.48PVI EL. 77.76PVI STA. 208+50.48PVI EL. 77.76PVI STA. 200+36.03PVI EL. 68.44PVI STA. 205+59.54PVI EL. 74.87EG: 77.9PGL: 77.70EG: 77.4PGL: 78.13EG: 77.6PGL: 78.35EG: 77.7PGL: 78.35EG: 77.6PGL: 78.14EG: 77.3PGL: 77.77EG: 77.4PGL: 77.76EG: 78.1PGL: 77.65EG: 78.7PGL: 77.53EG: 79.1PGL: 77.42EG: 79.2PGL: 77.31EG: 79.2PGL: 77.20-2.00% 2.00%-2.00% 2.00%-2.00%-0.45% 2.00% -1.50% 1.90% 1.23% D22 TE: 75.98 INV: 70.74 (18" RCP) W INV: 69.57 (18" RCP) E D21 TE: 76.10 INV: 70.85 (18" RCP) E 36' - 18" RCP @ 0.31% S6 TE: 77.89 INV: 65.18 W INV: 65.18 N INV: 65.18 S INV: 65.08 E 8" WM 6" WM 8" WM1-8"X6" RED. PROVIDE 12" MIN. VERT. SEP. (STM OVER WM) (STM OVER SAN) PROVIDE 12" MIN. VERT. SEP. (STM OVER SAN) PROVIDE 12" MIN. VERT. SEP. (STM OVER SAN) 36" MIN. COVER 6" WM PROVIDE 12" MIN. VERT. SEP. (SAN OVER WM) 6" WM 6" WM 36" RCP PROVIDE 18" MIN. VERT. SEP. (STM OVER SAN) 1 A 2 3 4 5 6 7 8 9 B C D E F A B C D E F 1 2 3 4 5 6 7 8 9 DRAWN BY: JOB NO.: VERTICAL DATUM: CHECKED BY: DESIGNED BY: SCALE IN FEET: APPROVED BY: Poulos & Bennett, LLC DATE:2602 E. Livingston St., Orlando, FL 32803 Tel. 407.487.2594 www.poulosandbennett.com Eng. Bus. No. 28567 07/07/2023 SUBMIT TO CITY OF OCOEE, SJRWD, & OCU DATE:NO.DESCRIPTIONS: SUBMISSIONS/REVISIONS Project Name: Sheet Title: Sheet No.: Seal: Key Map: Jurisdiction:November 27, 2023This item has been electronically signed and sealed by Joel Andrew Ivey on the date adjacent to the seal using a SHA authentication code. Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies.J. ANDREW IVEYP.E. NO. 0086607REENIGNELANOISSEFORPA DIROLFNo. 86607STATE OFESNECILJ. ANDREW IVE Y C6.06 NAVD 88 20-159 JAI PV JAI MDS WYNWOOD- PHASES 3 & 4 CITY OF OCOEE, FL 1 10/04/2023 SUBMIT TO CITY OF OCOEE, SJRWD, & OCU 2 11/27/2023 SUBMIT TO CITY OF OCOEE, & OCU 1"=50' ASHWOOD BLUFF DRIVE PLAN & PROFILE VERT. HOR. 0 0 SCALE IN FEET 25 50 100 2.5 5 10 For Con t . S e e Sheet C6.04 For Cont . S e e Sheet C6.04 For Cont. See Sheet C6.02 For Cont. S e e Sheet C6.02 ASHWOOD BLUFF DRIVE STA. 200+00.00= SPINEYWOOD COURT STA. 183+84.72 ASHWOOD BLUFF DRIVE STA. 208+62.48= WYNWOOD FOREST LANE STA. 24+69.49 PHASE LINE (TYP.)BriarwoodGrove LaneSpineywoodCourtC6.0 7 C6.00C6.03 C6.04C6.01C6.08 C 6 . 0 5C6.02C6.06 Ashwood Bluff Drive Match LineFor Cont. See Sheet C6.07ASHWOOD BLUFF DRIVE STA. 205+71.54= BRIARWOOD GROVE LANE STA. 109+88.99 For Cont. See Sheet C6.00 For Con t . S e e Sheet C6.00 2-8" G.V. 1-6" G.V. 1-8"X6" G.V. 1-8"X8" TEE F.H. ASSEMBLY #5 4-6" G.V. 1-6"X6" CROSS AIR-RELEASE VALVE 3-8" G.V. 1-6" G.V. 1-8"X6" RED. 1-8"X8" CROSS F.H. ASSEMBLY #3 WynwoodForest LanePage 85 of 309 PVI STA: 213+20.00 PVI ELEV: 77.53 K: 58.75 LVC: 100.00 BVCS: 212+70.00BVCE: 76.93EVCS: 213+70.00EVCE: 77.28HIGH PT. STA: 213+40.63 HIGH PT ELEV: 77.35 PVI STA. 217+65.45PVI EL. 75.30PVI STA. 208+62.48PVI EL. 78.00PVI STA. 208+74.48PVI EL. 77.76PVI EL. 77.761.20%-0.50%2.00%-2.00% -0.45% PVI STA: 212+13.66 PVI ELEV: 76.25 K: 60.69 LVC: 100.00 BVCS: 211+63.66BVCE: 76.47EVCS: 212+63.66EVCE: 76.85LOW PT. STA: 211+90.70 LOW PT ELEV: 76.41 40' - 24" RCP @ 2.50% D3 TE: 74.74 INV: 70.42 (18" RCP) SE INV: 68.00 (24" RCP) W 176' - 18" RCP @ 0.30% 58' - 18" RCP @ 0.31% D1 TE: 76.38 INV: 71.13 (18" RCP) W 290' - 8" SDR 26 PVC @ 0.40% 193' - 8" SDR 26 PVC @ 0.40% S4 TE: 76.55 INV: 66.44 W INV: 66.44 N INV: 66.34 E S2 TE: 77.35 INV: 67.31 W INV: 67.21 E 300' - 8" SDR 26 PVC @ 0.40% S1 TE: 75.93 INV: 68.51 E 210+00 211+00 212+00 213+00 214+00 215+00 216+00 217+00 218+00 45 50 55 60 65 45 50 55 60 65 70 75 80 85 90 95 210+00 211+00 212+00 213+00 214+00 215+00 216+00 217+00 218+00 EG: 79.2PGL: 77.20EG: 79.0PGL: 77.09EG: 78.8PGL: 76.98EG: 78.4PGL: 76.87EG: 78.0PGL: 76.76EG: 77.4PGL: 76.64EG: 76.8PGL: 76.53EG: 77.3PGL: 76.43EG: 77.8PGL: 76.42EG: 78.0PGL: 76.51EG: 78.1PGL: 76.70EG: 77.9PGL: 76.98EG: 77.6PGL: 77.21EG: 77.4PGL: 77.33EG: 77.7PGL: 77.34EG: 77.9PGL: 77.25EG: 78.2PGL: 77.13EG: 78.3PGL: 77.00EG: 78.5PGL: 76.88EG: 78.6PGL: 76.75EG: 78.7PGL: 76.63EG: 78.6PGL: 76.50EG: 78.6PGL: 76.38EG: 78.4PGL: 76.25EG: 78.1PGL: 76.13EG: 77.5PGL: 76.00EG: 76.9PGL: 75.88EG: 76.3PGL: 75.75EG: 75.6PGL: 75.6370 75 80 85 90 EG: 74.9PGL: 75.50EG: 74.2PGL: 75.38219+00 219+00 40 D4 TE: 76.58 INV: 69.74 (30" RCP) NE INV: 69.74 (36" RCP) S D5 TE: 76.56 INV: 69.84 (30" RCP) NE INV: 69.84 (30" RCP) SW D2 TE: 76.15 INV: 70.95 (18" RCP) E INV: 70.95 (18" RCP) NW 220+00 221+00 222+00 220+00 221+00 222+00 40 8" WM 36" MIN.COVERPROVIDE 12" MIN. VERT. SEP. (STM OVER SAN) 8" WM PROVIDE 18" MIN. VERT. SEP. (STM OVER WM) (STM OVER SAN) 363 358 350 342 357 349 341 356 348 355 347 354 346 353 345 352 344 359 351343 340 P-6 PARK TRACT (0.52 Ac.)40+000210+00 211+00 212+00 213+00 214+00 215+00 216+00 217+00 10'U.E.50'ROW10'U.E.D4 STA: 212+04.40 TYPE '4' C.I. OFF: 17.50' LT D5 STA: 211+90.44 TYPE '4' C.I. OFF: 17.50' RT D1 STA: 215+78.72 TYPE '1' C.I. OFF: 17.50' RT D6D7 D2 STA: 216+24.86 TYPE '1' C.I. OFF: 17.49' LT D3 STA: 217+99.13 TYPE '2' C.I. OFF: 7.79' LT 40' - 24" RCP@ 2.50% 38' - 30" RCP@ 0.27% 33' - 30" RCP@ 0.31% 128' - 36" RCP@ 0.10% S2 STA: 213+40.00 OFF: 0.00' S4 STA: 211+47.00 OFF: 0.00' S1 STA: 216+40.00 OFF: 0.00'24'PVMTD3A N: 1557884.17 TYPE 30" M.E.S. E: 492391.11 TE: 69.25 INV: 67.00 (24" RCP) E 20' D.E. 187' - 24" RCP@ 0.66% 35' - 30" RCP@ 0.28% 217+00 75.6575.4175.32 75.32 75.5475.1675.1175.0574.51 74.67 75.6775.2275.4174.36 0.5% 0.5%1.4% 0. 5 %0.5%0. 5 %0.5%0.5%2.9% 0.5% 1 A 2 3 4 5 6 7 8 9 B C D E F A B C D E F 1 2 3 4 5 6 7 8 9 DRAWN BY: JOB NO.: VERTICAL DATUM: CHECKED BY: DESIGNED BY: SCALE IN FEET: APPROVED BY: Poulos & Bennett, LLC DATE:2602 E. Livingston St., Orlando, FL 32803 Tel. 407.487.2594 www.poulosandbennett.com Eng. Bus. No. 28567 07/07/2023 SUBMIT TO CITY OF OCOEE, SJRWD, & OCU DATE:NO.DESCRIPTIONS: SUBMISSIONS/REVISIONS Project Name: Sheet Title: Sheet No.: Seal: Key Map: Jurisdiction:November 27, 2023This item has been electronically signed and sealed by Joel Andrew Ivey on the date adjacent to the seal using a SHA authentication code. Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies.J. ANDREW IVEYP.E. NO. 0086607REENIGNELANOISSEFORPA DIROLFNo. 86607STATE OFESNECILJ. ANDREW IVE Y C6.07 NAVD 88 20-159 JAI PV JAI MDS WYNWOOD- PHASES 3 & 4 CITY OF OCOEE, FL 1 10/04/2023 SUBMIT TO CITY OF OCOEE, SJRWD, & OCU 2 11/27/2023 SUBMIT TO CITY OF OCOEE, & OCU 1"=50' ASHWOOD BLUFF DRIVE PLAN & PROFILE VERT. HOR. 0 0 SCALE IN FEET 25 50 100 2.5 5 10 GreenwoodOak DriveFor Cont. See Sheet C6.01 C6.06 C6.00C6.03 C6.02C6.01C6.08 C 6 . 0 5C6.02C6.07 STORMWATER TRACT SW-7 (2.51 Ac.) Ashwood Bluff Drive Ashwood Bluff Drive Cul-de-sac 1"=30' ASHWOOD BLUFF DRIVE STA. 211+53.00= GREENWOOD OAK DRIVE STA. 40+00.00 F.H. ASSEMBLY #1 F.H. ASSEMBLY #2 3-8" G.V. 1-8"X8' TEE WATER STUBOUT 4" G.V. 2" B.O. PERMANENT BLOW-OFF VALVE PER DETAIL A122-1 8"X4" RED. Page 86 of 309 45 50 55 60 65 70 75 80 85 90 95 217+00 218+00 219+00 220+00 221+00 222+00 223+00 224+00 225+00 226+00 227+00 228+00 229+00 45 50 55 60 65 70 75 80 85 90 95 217+00 218+00 219+00 220+00 221+00 222+00 223+00 224+00 225+00 226+00 227+00 228+00 229+00 EG: 78.6PGL: 80.00EG: 79.2PGL: 79.56EG: 79.7PGL: 78.79EG: 79.6PGL: 79.18EG: 79.5PGL: 78.41EG: 78.6PGL: 77.64EG: 79.1PGL: 78.02EG: 78.0PGL: 77.26EG: 76.7PGL: 76.49EG: 77.4PGL: 76.87EG: 75.9PGL: 76.10EG: 74.2PGL: 75.34EG: 74.8PGL: 75.72EG: 74.3PGL: 74.95EG: 74.3PGL: 74.18EG: 74.4PGL: 74.57EG: 74.1PGL: 73.80EG: 73.3PGL: 73.03EG: 73.8PGL: 73.42EG: 72.7PGL: 72.65EG: 71.4PGL: 71.88EG: 72.1PGL: 72.26EG: 70.8PGL: 71.50EG: 70.1PGL: 71.31-2.00% -1.54% 2.00%PVI STA. 220+00.00PVI EL. 80.00PVI STA. 220+12.00PVI EL. 79.76PVI STA. 225+69.32PVI EL. 71.20PVI STA. 225+81.32PVI EL. 71.44D31 TE: 79.91 INV: 72.96 (18" RCP) N INV: 73.35 (18" RCP) S INV: 72.96 (18" RCP) E 136' - 18" RCP @ 0.30% D33 TE: 77.77 INV: 72.55 (18" RCP) W INV: 72.55 (18" RCP) S INV: 72.05 (24" RCP) E D32 TE: 77.92 INV: 72.67 (18" RCP) N 200' - 24" R C P @ 1 . 6 8 % D35 TE: 74.73 INV: 68.68 (24" RCP) W INV: 69.18 (18" RCP) S INV: 68.18 (30" RCP) E D34 TE: 74.55 INV: 69.30 (18" RCP) N 192' - 30" RCP @ 1 . 3 9 % 58' - 36" RCP @ 0.12% D37 TE: 71.76 INV: 66.43 (18" RCP) SE INV: 66.43 (18" RCP) N S17 TE: 78.25 INV: 69.86 E 227' - 8" S D R 2 6 P V C @ 2 . 0 0 % S18 TE: 74.64 INV: 65.32 W INV: 65.22 E 243' - 8" SDR 26 PVC @ 0 . 9 2 % S22 TE: 71.37 INV: 62.99 W INV: 62.99 S INV: 62.89 N S12 TE: 79.97 INV: 75.27 N D46 TE: 71.28 INV: 65.45 (36" RCP) W INV: 65.46 (30" RCP) S INV: 60.60 (48" RCP) N D38 TE: 71.81 INV: 65.52 (30" RCP) W INV: 66.32 (18" RCP) S INV: 65.52 (36" RCP) E PROVIDE 12" MIN. VERT. SEP. (WM OVER STM) PROVIDE 12" MIN. VERT. SEP. (STM OVER SAN) PROVIDE 12" MIN. VERT. SEP. (STM OVER SAN)PROVIDE 12" MIN. VERT. SEP. (STM OVER SAN) 1-8"X6" RED. 8" WM 36" MIN. COVER 6" WM 6" WM PROVIDE 12" MIN. VERT. SEP. (STM OVER WM) 268 312311310 315314313 321 320 269 09 208 207 206 205 204 319318317316 272271270 236237238239240 234 235 41113+00+00187+00188+00220+00 221+00 222+00 223+00 224+00 225+00PHASE 3PHASE 4D31 STA: 113+40.28TYPE M.H. OFF: 17.50' LT D32 STA: 221+41.39 TYPE '1' C.I. OFF: 17.50' RT D33 STA: 221+51.42 TYPE '1' C.I. OFF: 17.50' LT D35 STA: 223+49.28 TYPE '1' C.I. OFF: 17.50' LT D34 STA: 223+60.89 TYPE 1' C.I. OFF: 17.50' RT 36' - 18" RCP@ 0.33% 37' - 18" RCP@ 0.33%35' - 18" RCP@ 0.31% 199' - 30" RCP@ 0.50% S12 STA: 113+40.00 OFF: 0.00' S17 STA: 221+10.00 OFF: 0.00' S18 STA: 223+37.86 OFF: 6.01' RT S22 STA: 187+25.68 OFF: 0.00' D37 STA: 225+42.48 TYPE '1' C.I. OFF: 17.50' RT D38 STA: 225+39.11 TYPE '3' C.I. OFF: 17.50' LT 50'ROW10'U.E.10'U.E.24'PVMTD30 32' - 18" RCP@ 0.32%D36 D46 STA: 187+05.63 TYPE '1' C.I. OFF: 16.85' LT113+004+00220+00 1.0% 0 . 5%2.8%3.4%79.447 9 . 4 0 79.4079.1179.4779.2279.4 6 79.0379.68 79.9 879.9879.7879.7180.2580.2580.4980.0079.6079.3279.3779.6479.76187+000.5%0.5%2.1%0.7%71.3871.6271.387 1 . 1 971.3371.5771.3871.5671.5671.2871.2870.7470.9870.7471.44 71.2871.3071.4071.477 1 . 2 8 7 1 . 1 6 71.20 1"=50' BAYWOOD FLOWER WAY PLAN & PROFILE 1 A 2 3 4 5 6 7 8 9 B C D E F A B C D E F 1 2 3 4 5 6 7 8 9 DRAWN BY: JOB NO.: VERTICAL DATUM: CHECKED BY: DESIGNED BY: SCALE IN FEET: APPROVED BY: Poulos & Bennett, LLC DATE:2602 E. Livingston St., Orlando, FL 32803 Tel. 407.487.2594 www.poulosandbennett.com Eng. Bus. No. 28567 07/07/2023 SUBMIT TO CITY OF OCOEE, SJRWD, & OCU DATE:NO.DESCRIPTIONS: SUBMISSIONS/REVISIONS Project Name: Sheet Title: Sheet No.: Seal: Key Map: Jurisdiction:November 27, 2023This item has been electronically signed and sealed by Joel Andrew Ivey on the date adjacent to the seal using a SHA authentication code. Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies.J. ANDREW IVEYP.E. NO. 0086607REENIGNELANOISSEFORPA DIROLFNo. 86607STATE OFESNECILJ. ANDREW IVE Y C6.08 NAVD 88 20-159 JAI PV JAI MDS WYNWOOD- PHASES 3 & 4 CITY OF OCOEE, FL 1 10/04/2023 SUBMIT TO CITY OF OCOEE, SJRWD, & OCU 2 11/27/2023 SUBMIT TO CITY OF OCOEE, & OCU VERT. HOR. 0 0 SCALE IN FEET 25 50 100 2.5 5 10SpineywoodCourt For Con t . S e e Sheet C6.03 For Cont. See Sheet C6.02 For Co n t . S e e Sheet C6.04 For Cont. Se e Sheet C6.04 BAYWOOD FLOWER WAY STA. 220+00.00= BRIARWOOD GROVE LANE STA.113+43.76 BAYWOOD FLOWER WAY STA. 225+81.32= SPINEYWOOD COURT STA. 187+31.69BriarwoodGrove LaneC6.08 C6.0 7 C6.00C6.03 C6.06C6.02C 6 . 0 5C6.04C6.01Spineywood Court Intersection 1"=30' Briarwood Grove Lane Intersection 1"=30' Baywood Flower Way PHASE LINE (TYP.) 3-6" G.V. 1-6"X6" TEE F.H. ASSEMBLY #9 2-8" G.V. 1-6" G.V. 1-8"X6" RED. 1-8"X8" TEE F.H. ASSEMBLY #7 Page 87 of 309 350 349 356 348 355 347 354 346 353 345 352 351 214+00 215+0 0 216+ 0 0 217 + 0 0 SW-7 STORMWATER TRACT (2.51 Ac.) P-6 PARK TRACT (0.52 Ac.) 33-21-28-0000-00-030 Walter & Susan Adams WETLAND LIMITS Ash w o o d B l u f f D r i v e PROPERTY BOUNDARY (TYP.) 33-21-28-0000-00-005 CLRM Investment Co. TRACT C-1 WETLAND CONSERVATION TRACT (16.76 Ac.) WETLAND BUFFER SW-6 STORMWATER TRACT (5.16Ac.) 25' MIN. UPLAND BUFFER A-1 TROUT LAKE OS-11 OPEN SPACE TRACT (0.77 Ac.) SCALE IN FEET 025 50 100 1 A 2 3 4 5 6 7 8 9 B C D E F A B C D E F 1 2 3 4 5 6 7 8 9 DRAWN BY: JOB NO.: VERTICAL DATUM: CHECKED BY: DESIGNED BY: SCALE IN FEET: APPROVED BY: Poulos & Bennett, LLC DATE:2602 E. Livingston St., Orlando, FL 32803 Tel. 407.487.2594 www.poulosandbennett.com Eng. Bus. No. 28567 07/07/2023 SUBMIT TO CITY OF OCOEE, SJRWD, & OCU DATE:NO.DESCRIPTIONS: SUBMISSIONS/REVISIONS Project Name: Sheet Title: Sheet No.: Seal: Key Map: Jurisdiction:November 27, 2023This item has been electronically signed and sealed by Joel Andrew Ivey on the date adjacent to the seal using a SHA authentication code. Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies.J. ANDREW IVEYP.E. NO. 0086607REENIGNELANOISSEFORPA DIROLFNo. 86607STATE OFESNECILJ. ANDREW IVE Y C7.00 NAVD 88 20-159 JAI PV JAI MDS WYNWOOD- PHASES 3 & 4 CITY OF OCOEE, FL 1 10/04/2023 SUBMIT TO CITY OF OCOEE, SJRWD, & OCU 2 11/27/2023 SUBMIT TO CITY OF OCOEE, & OCU Match LineFor Cont. See Sheet C7.01Match Line For Cont. See Sheet C7.03 SIGN & STRIPING LEGEND 1" = 50' SIGNAGE & STRIPING PLAN 1 C7.00 C7.03 C7.04 C7.01 C7.05 C7.02 NOTES: 1.NO PARKING ZONES ON STREETS TO BE ENFORCED THROUGH THE HOA DOCUMENTS. 2.STREET NAME SIGNS SHALL BE PLACED AT ALL INTERSECTIONS PER CITY STANDARDS AND SPECIFICATIONS. 3.ALL SIGNAGE & STRIPING TO BE INSTALLED IN ACCORDANCE WITH MUTCD (LATEST EDITION) AND FDOT STANDARDS & SPECIFICATIONS, UNLESS OTHERWISE SPECIFIED. 4.EACH CUL-DE-SAC SHALL INCLUDE A MINIMUM OF TWO (2) APPROVED 'NO PARKING' SIGNS. 5.ALL STRIPING SHALL BE THERMOPLASTIC. CURB RAMP AND DETECTABLE WARNINGS (PER FDOT INDEX NO. 304) 30" X 30" STOP SIGN WITH 24" STOP BAR (R1-1) CITY APPROVED 'NO PARKING' SIGN SPEED LIMIT SIGN, 25 MPH CROSSWALK BLUE REFLECTIVE MARKER Page 88 of 309 31 12 13 11 88 5 6 7 8 44 43 42 41 40 27 28 29 30 21 10 20 19 9 18 16 17 15 14 70 69 73 7271 74 89 90 22 68 87 23 26 24 25 333 289 296 363 364 367 374 358 342 357 341 356 355 346 345 344 359 343 312311310 302303 315314313 327 329 330 331 332 328 326 325 324 323 322 321 309 317316 308 304305306307 334 335 336 337 298297 294 284 286 287 288 290 291 285 371 372 373 376 375 340 338 339 365 293 292 295368 369 370 366 377 360 361 362 18+0019+0020+0021+0022+0023+0024+0025+0026+0027+0028+0040+0041+0042+0043+0044+0045+0046+0071+00 72+00 73+00 74+00 75+00 76+ 0 0103+00104+00105+00106+00107+00108+00109+00110+00111+00112+00113+00203+00204+00 205+00 206+00 207+0 0 208+ 0 0 209+0 0 210+00 211+00 212+00 213+00 214+00 MAIL KIOSK (0.01 Ac.) P-2 PARK TRACT (0.19 Ac.)Wynwo Ashw o o d B l u f f D r i v e PHASE LINE (TYP.)SW-3STORMWATER TRACT(1.21 Ac.)Coachw o o d D r i v e OS-12 OPEN SPACE TRACT (0.11 Ac.) OS-11 OPEN SPACE TRACT (0.77 Ac.) SW-6 STORMWATER TRACT (5.16 Ac.) PHASE LINE (TYP.) PHASE 1 PHASE 4 PHASE 1PHASE 4PHASE LINE (TYP.)Greenwood Oak DriveBriarwood Grove LaneWynwood Forest LaneGreenwood Oak DriveWynwood Forest LaneBriarwood Grove LaneSCALE IN FEET 025 50 100 1 A 2 3 4 5 6 7 8 9 B C D E F A B C D E F 1 2 3 4 5 6 7 8 9 DRAWN BY: JOB NO.: VERTICAL DATUM: CHECKED BY: DESIGNED BY: SCALE IN FEET: APPROVED BY: Poulos & Bennett, LLC DATE:2602 E. Livingston St., Orlando, FL 32803 Tel. 407.487.2594 www.poulosandbennett.com Eng. Bus. No. 28567 07/07/2023 SUBMIT TO CITY OF OCOEE, SJRWD, & OCU DATE:NO.DESCRIPTIONS: SUBMISSIONS/REVISIONS Project Name: Sheet Title: Sheet No.: Seal: Key Map: Jurisdiction:November 27, 2023This item has been electronically signed and sealed by Joel Andrew Ivey on the date adjacent to the seal using a SHA authentication code. Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies.J. ANDREW IVEYP.E. NO. 0086607REENIGNELANOISSEFORPA DIROLFNo. 86607STATE OFESNECILJ. ANDREW IVE Y C7.01 NAVD 88 20-159 JAI PV JAI MDS WYNWOOD- PHASES 3 & 4 CITY OF OCOEE, FL 1 10/04/2023 SUBMIT TO CITY OF OCOEE, SJRWD, & OCU 2 11/27/2023 SUBMIT TO CITY OF OCOEE, & OCU Match LineFor Cont. See Sheet C7.02Match Line For Cont. See Sheet C7.04Match LineFor Cont. See Sheet C7.001" = 50' SIGNAGE & STRIPING PLAN 2 C7.00 C7.03 C7.04 C7.05 C7.02C7.01 SIGN & STRIPING LEGEND NOTES: 1.NO PARKING ZONES ON STREETS TO BE ENFORCED THROUGH THE HOA DOCUMENTS. 2.STREET NAME SIGNS SHALL BE PLACED AT ALL INTERSECTIONS PER CITY STANDARDS AND SPECIFICATIONS. 3.ALL SIGNAGE & STRIPING TO BE INSTALLED IN ACCORDANCE WITH MUTCD (LATEST EDITION) AND FDOT STANDARDS & SPECIFICATIONS, UNLESS OTHERWISE SPECIFIED. 4.EACH CUL-DE-SAC SHALL INCLUDE A MINIMUM OF TWO (2) APPROVED 'NO PARKING' SIGNS. 5.ALL STRIPING SHALL BE THERMOPLASTIC. CURB RAMP AND DETECTABLE WARNINGS (PER FDOT INDEX NO. 304) 30" X 30" STOP SIGN WITH 24" STOP BAR (R1-1) CITY APPROVED 'NO PARKING' SIGN SPEED LIMIT SIGN, 25 MPH CROSSWALK BLUE REFLECTIVE MARKER Page 89 of 309 118 117 116 88 119 120 121 73 84 85 86 79 80 81 82 83 74 75 76 77 78 89 90 91 127 126 132 131 130 129 128 171 172 173 174 175 176 177 178 179 180 190 187 186 188 189 182 181 185 184 183 283 296 299 276 281 282 275300301302303 315 273274 202 205 204 203 197 201 200 191 193 194 195 192 319318317316 272271270 304 298297 279 278 277 198 199 196 280 76+ 0 0 77+ 0 0 78+ 0 0 79+0 0 80+00 81+00 82+00 83+00 84+00 85+00 86+00 87+00 88+00 180+00181+00182+00183+00184+00185+00186+00187+00139+00140+00141+00142+00143+00144+00144+94200+00 201+00 202+00203+00 OS-4 OPEN SPACE TRACT (2.71 Ac.) LS-1 LIFT STATION TRACT (0.06 Ac.) SW-4 STORMWATER TRACT (3.72 Ac.) SW-2 STORMWATER TRACT (5.10 Ac.) SW-3A STORMWATER ACCESS TRACT (0.09 Ac.) Ashwood Blu f f D r i v e WETLAND LIMITS PHASE LINE (TYP.) PHASE LINE (TYP.)SW-3STORMWATER TRACT(1.21 Ac.)Sandalwood Isle WayCoachwood Drive PHASE LINE (TYP.) PHASE 2 PHASE 1 PHASE 4PHASE 3PHASE 2PHASE 1PHASE 2PHASE 325' MIN. UPLAND BUFFERPHASE 1PHASE 3TRACT C-2 WETLAND CONSERVATION TRACT (13.60 Ac.) BREAM LAKESpineywood Court1" = 50' SIGNAGE & STRIPING PLAN 3 SCALE IN FEET 025 50 100 1 A 2 3 4 5 6 7 8 9 B C D E F A B C D E F 1 2 3 4 5 6 7 8 9 DRAWN BY: JOB NO.: VERTICAL DATUM: CHECKED BY: DESIGNED BY: SCALE IN FEET: APPROVED BY: Poulos & Bennett, LLC DATE:2602 E. Livingston St., Orlando, FL 32803 Tel. 407.487.2594 www.poulosandbennett.com Eng. Bus. No. 28567 07/07/2023 SUBMIT TO CITY OF OCOEE, SJRWD, & OCU DATE:NO.DESCRIPTIONS: SUBMISSIONS/REVISIONS Project Name: Sheet Title: Sheet No.: Seal: Key Map: Jurisdiction:November 27, 2023This item has been electronically signed and sealed by Joel Andrew Ivey on the date adjacent to the seal using a SHA authentication code. Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies.J. ANDREW IVEYP.E. NO. 0086607REENIGNELANOISSEFORPA DIROLFNo. 86607STATE OFESNECILJ. ANDREW IVE Y C7.02 NAVD 88 20-159 JAI PV JAI MDS WYNWOOD- PHASES 3 & 4 CITY OF OCOEE, FL 1 10/04/2023 SUBMIT TO CITY OF OCOEE, SJRWD, & OCU 2 11/27/2023 SUBMIT TO CITY OF OCOEE, & OCU Match Line For Cont. See Sheet C7.05Match LineFor Cont. See Sheet C7.01C7.00 C7.03 C7.04 C7.01 C7.05 C7.02 SIGN & STRIPING LEGEND NOTES: 1.NO PARKING ZONES ON STREETS TO BE ENFORCED THROUGH THE HOA DOCUMENTS. 2.STREET NAME SIGNS SHALL BE PLACED AT ALL INTERSECTIONS PER CITY STANDARDS AND SPECIFICATIONS. 3.ALL SIGNAGE & STRIPING TO BE INSTALLED IN ACCORDANCE WITH MUTCD (LATEST EDITION) AND FDOT STANDARDS & SPECIFICATIONS, UNLESS OTHERWISE SPECIFIED. 4.EACH CUL-DE-SAC SHALL INCLUDE A MINIMUM OF TWO (2) APPROVED 'NO PARKING' SIGNS. 5.ALL STRIPING SHALL BE THERMOPLASTIC. CURB RAMP AND DETECTABLE WARNINGS (PER FDOT INDEX NO. 304) 30" X 30" STOP SIGN WITH 24" STOP BAR (R1-1) CITY APPROVED 'NO PARKING' SIGN SPEED LIMIT SIGN, 25 MPH CROSSWALK BLUE REFLECTIVE MARKER Page 90 of 309 TRACT C-1 WETLAND CONSERVATION TRACT (16.76 Ac.) WETLAND LIMITS OS-10 OPEN SPACE TRACT (6.07 Ac.) West Oran g e T r a i l 33-21-28-0000-00-005 CLRM Investment Co. PROPERTY BOUNDARY (TYP.) SW-6 STORMWATER TRACT (5.16 Ac.) 25' MIN. UPLAND BUFFER PHASE LINE (TYP.) Variable Wi d t h P u b l i c R i g h t - O f - W a y (Abandone d c s x R a i l r o a d C o r r i d o r ) 14'%± Wide A s p h a l t T r a i l 63'EX. ROWTROUT LAKE SCALE IN FEET 025 50 100 1 A 2 3 4 5 6 7 8 9 B C D E F A B C D E F 1 2 3 4 5 6 7 8 9 DRAWN BY: JOB NO.: VERTICAL DATUM: CHECKED BY: DESIGNED BY: SCALE IN FEET: APPROVED BY: Poulos & Bennett, LLC DATE:2602 E. Livingston St., Orlando, FL 32803 Tel. 407.487.2594 www.poulosandbennett.com Eng. Bus. No. 28567 07/07/2023 SUBMIT TO CITY OF OCOEE, SJRWD, & OCU DATE:NO.DESCRIPTIONS: SUBMISSIONS/REVISIONS Project Name: Sheet Title: Sheet No.: Seal: Key Map: Jurisdiction:November 27, 2023This item has been electronically signed and sealed by Joel Andrew Ivey on the date adjacent to the seal using a SHA authentication code. Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies.J. ANDREW IVEYP.E. NO. 0086607REENIGNELANOISSEFORPA DIROLFNo. 86607STATE OFESNECILJ. ANDREW IVE Y C7.03 NAVD 88 20-159 JAI PV JAI MDS WYNWOOD- PHASES 3 & 4 CITY OF OCOEE, FL 1 10/04/2023 SUBMIT TO CITY OF OCOEE, SJRWD, & OCU 2 11/27/2023 SUBMIT TO CITY OF OCOEE, & OCU Match LineFor Cont. See Sheet C7.041" = 50' SIGNAGE & STRIPING PLAN 4 Match Line For Cont. See Sheet C7.00 C7.00 C7.03 C7.04 C7.01 C7.05 C7.02 SIGN & STRIPING LEGEND NOTES: 1.NO PARKING ZONES ON STREETS TO BE ENFORCED THROUGH THE HOA DOCUMENTS. 2.STREET NAME SIGNS SHALL BE PLACED AT ALL INTERSECTIONS PER CITY STANDARDS AND SPECIFICATIONS. 3.ALL SIGNAGE & STRIPING TO BE INSTALLED IN ACCORDANCE WITH MUTCD (LATEST EDITION) AND FDOT STANDARDS & SPECIFICATIONS, UNLESS OTHERWISE SPECIFIED. 4.EACH CUL-DE-SAC SHALL INCLUDE A MINIMUM OF TWO (2) APPROVED 'NO PARKING' SIGNS. 5.ALL STRIPING SHALL BE THERMOPLASTIC. CURB RAMP AND DETECTABLE WARNINGS (PER FDOT INDEX NO. 304) 30" X 30" STOP SIGN WITH 24" STOP BAR (R1-1) CITY APPROVED 'NO PARKING' SIGN SPEED LIMIT SIGN, 25 MPH CROSSWALK BLUE REFLECTIVE MARKER Page 91 of 309 268 333 256 255 312311310 315314313 247 246 245 252 244 251 243 250 249 248 332 264 262 263 266 322 321 320 269 267265 317316 236237238239 240 257 259 260 261 334 335 258 241 253 254 24228+0029+0030+0031+00112+00113+00114+00115+00 116+0 0 117+0 0 118+00 119+00 120+00 121+00 121+99 220+00 221+00 222+00 223+00 SW-6 STORMWATER TRACT (5.16 Ac.) P-5 PARK TRACT (4.43 Ac.) Briarwoo d G r o v e L a n e Baywood Flowe r W a yWynwood Forest LaneWest Orange Tr a i l OS-10 OPEN SPACE TRACT (6.07 Ac.) PHASE LINE (TYP.) PROPERTY BOUNDARY (TYP.) PHASE 4 PHASE 3 Variable Width Pub l i c R i g h t - O f - W a y (Abandoned csx Ra i l r o a d C o r r i d o r ) 14'%± Wide Asphal t T r a i l50'EX. ROWP-5 PARK TRACT (4.43 Ac.) SCALE IN FEET 025 50 100 1 A 2 3 4 5 6 7 8 9 B C D E F A B C D E F 1 2 3 4 5 6 7 8 9 DRAWN BY: JOB NO.: VERTICAL DATUM: CHECKED BY: DESIGNED BY: SCALE IN FEET: APPROVED BY: Poulos & Bennett, LLC DATE:2602 E. Livingston St., Orlando, FL 32803 Tel. 407.487.2594 www.poulosandbennett.com Eng. Bus. No. 28567 07/07/2023 SUBMIT TO CITY OF OCOEE, SJRWD, & OCU DATE:NO.DESCRIPTIONS: SUBMISSIONS/REVISIONS Project Name: Sheet Title: Sheet No.: Seal: Key Map: Jurisdiction:November 27, 2023This item has been electronically signed and sealed by Joel Andrew Ivey on the date adjacent to the seal using a SHA authentication code. Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies.J. ANDREW IVEYP.E. NO. 0086607REENIGNELANOISSEFORPA DIROLFNo. 86607STATE OFESNECILJ. ANDREW IVE Y C7.04 NAVD 88 20-159 JAI PV JAI MDS WYNWOOD- PHASES 3 & 4 CITY OF OCOEE, FL 1 10/04/2023 SUBMIT TO CITY OF OCOEE, SJRWD, & OCU 2 11/27/2023 SUBMIT TO CITY OF OCOEE, & OCU Match LineFor Cont. See Sheet C7.05Match LineFor Cont. See Sheet C7.031" = 50' SIGNAGE & STRIPING PLAN 5 Match Line For Cont. See Sheet C7.01 C7.00 C7.03 C7.04 C7.01 C7.05 C7.02 SIGN & STRIPING LEGEND NOTES: 1.NO PARKING ZONES ON STREETS TO BE ENFORCED THROUGH THE HOA DOCUMENTS. 2.STREET NAME SIGNS SHALL BE PLACED AT ALL INTERSECTIONS PER CITY STANDARDS AND SPECIFICATIONS. 3.ALL SIGNAGE & STRIPING TO BE INSTALLED IN ACCORDANCE WITH MUTCD (LATEST EDITION) AND FDOT STANDARDS & SPECIFICATIONS, UNLESS OTHERWISE SPECIFIED. 4.EACH CUL-DE-SAC SHALL INCLUDE A MINIMUM OF TWO (2) APPROVED 'NO PARKING' SIGNS. 5.ALL STRIPING SHALL BE THERMOPLASTIC. CURB RAMP AND DETECTABLE WARNINGS (PER FDOT INDEX NO. 304) 30" X 30" STOP SIGN WITH 24" STOP BAR (R1-1) CITY APPROVED 'NO PARKING' SIGN SPEED LIMIT SIGN, 25 MPH CROSSWALK BLUE REFLECTIVE MARKER Page 92 of 309 315 225 216 224 215 223 214 222 228 220 227 219 226 218 221 213 212 211 210 209 208 207 206 205 204 203 319318317316 272271270 236237 232 233 234 230 231 235 229 217 1 9 4 + 4 6186+00187+00188+00189+00190+001 9 1 + 0 0 19 2 + 0 0 1 9 3 + 0 0 1 9 4 + 0 0 223+00 224+00 225+00 OS-9 OPEN SPACE TRACT (1.68 Ac.) TRACT C-2 WETLAND CONSERVATION TRACT (13.60 Ac.) OS-5 OPEN SPACE TRACT (11.43 Ac.) OS-8 OPEN SPACE TRACT (0.66 Ac.) S p i n e y w o o d C o u r t Baywood Flower W a y P-4 PARK TRACT (0.24 Ac.) West Orange Tra i l PHASE LINE (TYP.) PROPERTY BOUNDARY (TYP.) WETLAND LIMITS PHASE 3PHASE 225' MIN. UPLAND BUFFER Variable Width Pub l i c R i g h t - O f - W a y (Abandoned csx Ra i l r o a d C o r r i d o r ) 14'%± Wide Asphal t T r a i l 50'EX. ROWBREAM LAKE 1" = 50' SIGNAGE & STRIPING PLAN 6 SCALE IN FEET 025 50 100 1 A 2 3 4 5 6 7 8 9 B C D E F A B C D E F 1 2 3 4 5 6 7 8 9 DRAWN BY: JOB NO.: VERTICAL DATUM: CHECKED BY: DESIGNED BY: SCALE IN FEET: APPROVED BY: Poulos & Bennett, LLC DATE:2602 E. Livingston St., Orlando, FL 32803 Tel. 407.487.2594 www.poulosandbennett.com Eng. Bus. No. 28567 07/07/2023 SUBMIT TO CITY OF OCOEE, SJRWD, & OCU DATE:NO.DESCRIPTIONS: SUBMISSIONS/REVISIONS Project Name: Sheet Title: Sheet No.: Seal: Key Map: Jurisdiction:November 27, 2023This item has been electronically signed and sealed by Joel Andrew Ivey on the date adjacent to the seal using a SHA authentication code. Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies.J. ANDREW IVEYP.E. NO. 0086607REENIGNELANOISSEFORPA DIROLFNo. 86607STATE OFESNECILJ. ANDREW IVE Y C7.05 NAVD 88 20-159 JAI PV JAI MDS WYNWOOD- PHASES 3 & 4 CITY OF OCOEE, FL 1 10/04/2023 SUBMIT TO CITY OF OCOEE, SJRWD, & OCU 2 11/27/2023 SUBMIT TO CITY OF OCOEE, & OCU Match LineFor Cont. See Sheet C7.04Match Line For Cont. See Sheet C7.02 C7.00 C7.03 C7.04 C7.01 C7.05 C7.02 SIGN & STRIPING LEGEND NOTES: 1.NO PARKING ZONES ON STREETS TO BE ENFORCED THROUGH THE HOA DOCUMENTS. 2.STREET NAME SIGNS SHALL BE PLACED AT ALL INTERSECTIONS PER CITY STANDARDS AND SPECIFICATIONS. 3.ALL SIGNAGE & STRIPING TO BE INSTALLED IN ACCORDANCE WITH MUTCD (LATEST EDITION) AND FDOT STANDARDS & SPECIFICATIONS, UNLESS OTHERWISE SPECIFIED. 4.EACH CUL-DE-SAC SHALL INCLUDE A MINIMUM OF TWO (2) APPROVED 'NO PARKING' SIGNS. 5.ALL STRIPING SHALL BE THERMOPLASTIC. CURB RAMP AND DETECTABLE WARNINGS (PER FDOT INDEX NO. 304) 30" X 30" STOP SIGN WITH 24" STOP BAR (R1-1) CITY APPROVED 'NO PARKING' SIGN SPEED LIMIT SIGN, 25 MPH CROSSWALK BLUE REFLECTIVE MARKER P-5 PARK TRACK (4.56 Ac). Page 93 of 309 1 A 2 3 4 5 6 7 8 9 B C D E F A B C D E F 1 2 3 4 5 6 7 8 9 DRAWN BY: JOB NO.: VERTICAL DATUM: CHECKED BY: DESIGNED BY: SCALE IN FEET: APPROVED BY: Poulos & Bennett, LLC DATE:2602 E. Livingston St., Orlando, FL 32803 Tel. 407.487.2594 www.poulosandbennett.com Eng. Bus. No. 28567 07/07/2023 SUBMIT TO CITY OF OCOEE, SJRWD, & OCU DATE:NO.DESCRIPTIONS: SUBMISSIONS/REVISIONS Project Name: Sheet Title: Sheet No.: Key Map: Jurisdiction:November 27, 2023C9.00 NAVD 88 20-159 JAI PV JAI MDS WYNWOOD- PHASES 3 & 4 CITY OF OCOEE, FL 1 10/04/2023 SUBMIT TO CITY OF OCOEE, SJRWD, & OCU 2 11/27/2023 SUBMIT TO CITY OF OCOEE, & OCU N.T.S. CITY OF OCOEE CONSTRUCTION DETAILS Page 94 of 309 1 A 2 3 4 5 6 7 8 9 B C D E F A B C D E F 1 2 3 4 5 6 7 8 9 DRAWN BY: JOB NO.: VERTICAL DATUM: CHECKED BY: DESIGNED BY: SCALE IN FEET: APPROVED BY: Poulos & Bennett, LLC DATE:2602 E. Livingston St., Orlando, FL 32803 Tel. 407.487.2594 www.poulosandbennett.com Eng. Bus. No. 28567 07/07/2023 SUBMIT TO CITY OF OCOEE, SJRWD, & OCU DATE:NO.DESCRIPTIONS: SUBMISSIONS/REVISIONS Project Name: Sheet Title: Sheet No.: Seal: Key Map: Jurisdiction:November 27, 2023This item has been electronically signed and sealed by Joel Andrew Ivey on the date adjacent to the seal using a SHA authentication code. Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies.J. ANDREW IVEYP.E. NO. 0086607REENIGNELANOISSEFORPA DIROLFNo. 86607STATE OFESNECILJ. ANDREW IVE Y C9.10 NAVD 88 20-159 JAI PV JAI MDS WYNWOOD- PHASES 3 & 4 CITY OF OCOEE, FL 1 10/04/2023 SUBMIT TO CITY OF OCOEE, SJRWD, & OCU 2 11/27/2023 SUBMIT TO CITY OF OCOEE, & OCU N.T.S. ORANGE COUNTY UTILITIES STANDARD DETAILS Page 95 of 309 1 A 2 3 4 5 6 7 8 9 B C D E F A B C D E F 1 2 3 4 5 6 7 8 9 DRAWN BY: JOB NO.: VERTICAL DATUM: CHECKED BY: DESIGNED BY: SCALE IN FEET: APPROVED BY: Poulos & Bennett, LLC DATE:2602 E. Livingston St., Orlando, FL 32803 Tel. 407.487.2594 www.poulosandbennett.com Eng. Bus. No. 28567 07/07/2023 SUBMIT TO CITY OF OCOEE, SJRWD, & OCU DATE:NO.DESCRIPTIONS: SUBMISSIONS/REVISIONS Project Name: Sheet Title: Sheet No.: Seal: Key Map: Jurisdiction:November 27, 2023This item has been electronically signed and sealed by Joel Andrew Ivey on the date adjacent to the seal using a SHA authentication code. Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies.J. ANDREW IVEYP.E. NO. 0086607REENIGNELANOISSEFORPA DIROLFNo. 86607STATE OFESNECILJ. ANDREW IVE Y C9.11 NAVD 88 20-159 JAI PV JAI MDS WYNWOOD- PHASES 3 & 4 CITY OF OCOEE, FL 1 10/04/2023 SUBMIT TO CITY OF OCOEE, SJRWD, & OCU 2 11/27/2023 SUBMIT TO CITY OF OCOEE, & OCU N.T.S. ORANGE COUNTY UTILITIES STANDARD DETAILS Page 96 of 309 1 A 2 3 4 5 6 7 8 9 B C D E F A B C D E F 1 2 3 4 5 6 7 8 9 DRAWN BY: JOB NO.: VERTICAL DATUM: CHECKED BY: DESIGNED BY: SCALE IN FEET: APPROVED BY: Poulos & Bennett, LLC DATE:2602 E. Livingston St., Orlando, FL 32803 Tel. 407.487.2594 www.poulosandbennett.com Eng. Bus. No. 28567 07/07/2023 SUBMIT TO CITY OF OCOEE, SJRWD, & OCU DATE:NO.DESCRIPTIONS: SUBMISSIONS/REVISIONS Project Name: Sheet Title: Sheet No.: Seal: Key Map: Jurisdiction:November 27, 2023This item has been electronically signed and sealed by Joel Andrew Ivey on the date adjacent to the seal using a SHA authentication code. Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies.J. ANDREW IVEYP.E. NO. 0086607REENIGNELANOISSEFORPA DIROLFNo. 86607STATE OFESNECILJ. ANDREW IVE Y C9.12 NAVD 88 20-159 JAI PV JAI MDS WYNWOOD- PHASES 3 & 4 CITY OF OCOEE, FL 1 10/04/2023 SUBMIT TO CITY OF OCOEE, SJRWD, & OCU 2 11/27/2023 SUBMIT TO CITY OF OCOEE, & OCU N.T.S. ORANGE COUNTY UTILITIES STANDARD DETAILS Page 97 of 309 1 A 2 3 4 5 6 7 8 9 B C D E F A B C D E F 1 2 3 4 5 6 7 8 9 DRAWN BY: JOB NO.: VERTICAL DATUM: CHECKED BY: DESIGNED BY: SCALE IN FEET: APPROVED BY: Poulos & Bennett, LLC DATE:2602 E. Livingston St., Orlando, FL 32803 Tel. 407.487.2594 www.poulosandbennett.com Eng. Bus. No. 28567 07/07/2023 SUBMIT TO CITY OF OCOEE, SJRWD, & OCU DATE:NO.DESCRIPTIONS: SUBMISSIONS/REVISIONS Project Name: Sheet Title: Sheet No.: Seal: Key Map: Jurisdiction:November 27, 2023This item has been electronically signed and sealed by Joel Andrew Ivey on the date adjacent to the seal using a SHA authentication code. Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies.J. ANDREW IVEYP.E. NO. 0086607REENIGNELANOISSEFORPA DIROLFNo. 86607STATE OFESNECILJ. ANDREW IVE Y C9.13 NAVD 88 20-159 JAI PV JAI MDS WYNWOOD- PHASES 3 & 4 CITY OF OCOEE, FL 1 10/04/2023 SUBMIT TO CITY OF OCOEE, SJRWD, & OCU 2 11/27/2023 SUBMIT TO CITY OF OCOEE, & OCU N.T.S. ORANGE COUNTY UTILITIES STANDARD DETAILS Page 98 of 309 1 A 2 3 4 5 6 7 8 9 B C D E F A B C D E F 1 2 3 4 5 6 7 8 9 DRAWN BY: JOB NO.: VERTICAL DATUM: CHECKED BY: DESIGNED BY: SCALE IN FEET: APPROVED BY: Poulos & Bennett, LLC DATE:2602 E. Livingston St., Orlando, FL 32803 Tel. 407.487.2594 www.poulosandbennett.com Eng. Bus. No. 28567 07/07/2023 SUBMIT TO CITY OF OCOEE, SJRWD, & OCU DATE:NO.DESCRIPTIONS: SUBMISSIONS/REVISIONS Project Name: Sheet Title: Sheet No.: Seal: Key Map: Jurisdiction:November 27, 2023This item has been electronically signed and sealed by Joel Andrew Ivey on the date adjacent to the seal using a SHA authentication code. Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies.J. ANDREW IVEYP.E. NO. 0086607REENIGNELANOISSEFORPA DIROLFNo. 86607STATE OFESNECILJ. ANDREW IVE Y C9.14 NAVD 88 20-159 JAI PV JAI MDS WYNWOOD- PHASES 3 & 4 CITY OF OCOEE, FL 1 10/04/2023 SUBMIT TO CITY OF OCOEE, SJRWD, & OCU 2 11/27/2023 SUBMIT TO CITY OF OCOEE, & OCU N.T.S. ORANGE COUNTY UTILITIES STANDARD DETAILS Page 99 of 309 1 A 2 3 4 5 6 7 8 9 B C D E F A B C D E F 1 2 3 4 5 6 7 8 9 DRAWN BY: JOB NO.: VERTICAL DATUM: CHECKED BY: DESIGNED BY: SCALE IN FEET: APPROVED BY: Poulos & Bennett, LLC DATE:2602 E. Livingston St., Orlando, FL 32803 Tel. 407.487.2594 www.poulosandbennett.com Eng. Bus. No. 28567 07/07/2023 SUBMIT TO CITY OF OCOEE, SJRWD, & OCU DATE:NO.DESCRIPTIONS: SUBMISSIONS/REVISIONS Project Name: Sheet Title: Sheet No.: Seal: Key Map: Jurisdiction:November 27, 2023This item has been electronically signed and sealed by Joel Andrew Ivey on the date adjacent to the seal using a SHA authentication code. Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies.J. ANDREW IVEYP.E. NO. 0086607REENIGNELANOISSEFORPA DIROLFNo. 86607STATE OFESNECILJ. ANDREW IVE Y C9.20 NAVD 88 20-159 JAI PV JAI MDS WYNWOOD- PHASES 3 & 4 CITY OF OCOEE, FL 1 10/04/2023 SUBMIT TO CITY OF OCOEE, SJRWD, & OCU 2 11/27/2023 SUBMIT TO CITY OF OCOEE, & OCU N.T.S. STANDARD POTABLE WATER DETAILS Page 100 of 309 1 A 2 3 4 5 6 7 8 9 B C D E F A B C D E F 1 2 3 4 5 6 7 8 9 DRAWN BY: JOB NO.: VERTICAL DATUM: CHECKED BY: DESIGNED BY: SCALE IN FEET: APPROVED BY: Poulos & Bennett, LLC DATE:2602 E. Livingston St., Orlando, FL 32803 Tel. 407.487.2594 www.poulosandbennett.com Eng. Bus. No. 28567 07/07/2023 SUBMIT TO CITY OF OCOEE, SJRWD, & OCU DATE:NO.DESCRIPTIONS: SUBMISSIONS/REVISIONS Project Name: Sheet Title: Sheet No.: Key Map: Jurisdiction:November 27, 2023C9.30 NAVD 88 20-159 JAI PV JAI MDS WYNWOOD- PHASES 3 & 4 CITY OF OCOEE, FL 1 10/04/2023 SUBMIT TO CITY OF OCOEE, SJRWD, & OCU 2 11/27/2023 SUBMIT TO CITY OF OCOEE, & OCU N.T.S. STANDARD RECLAIM WATER DETAILS Page 101 of 309 1 A 2 3 4 5 6 7 8 9 B C D E F A B C D E F 1 2 3 4 5 6 7 8 9 DRAWN BY: JOB NO.: VERTICAL DATUM: CHECKED BY: DESIGNED BY: SCALE IN FEET: APPROVED BY: Poulos & Bennett, LLC DATE:2602 E. Livingston St., Orlando, FL 32803 Tel. 407.487.2594 www.poulosandbennett.com Eng. Bus. No. 28567 07/07/2023 SUBMIT TO CITY OF OCOEE, SJRWD, & OCU DATE:NO.DESCRIPTIONS: SUBMISSIONS/REVISIONS Project Name: Sheet Title: Sheet No.: Seal: Key Map: Jurisdiction:November 27, 2023This item has been electronically signed and sealed by Joel Andrew Ivey on the date adjacent to the seal using a SHA authentication code. Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies.J. ANDREW IVEYP.E. NO. 0086607REENIGNELANOISSEFORPA DIROLFNo. 86607STATE OFESNECILJ. ANDREW IVE Y C9.40 NAVD 88 20-159 JAI PV JAI MDS WYNWOOD- PHASES 3 & 4 CITY OF OCOEE, FL 1 10/04/2023 SUBMIT TO CITY OF OCOEE, SJRWD, & OCU 2 11/27/2023 SUBMIT TO CITY OF OCOEE, & OCU N.T.S. STANDARD WASTEWATER DETAILS Page 102 of 309 CLRM WYNWOOD PHASES 3 & 4OCOEE )LOR,DA PHUPLW SHW-8LY 3RHYLVLRQ 7DEOHRHYLVLRQ DDWHDHVFULSWLRQPURMHFW LRFDWLRQ MDSNORTHScale: NTSLRFDWLRQPage 103 of 309 PURMHFW NA *HQHUDO NRWHV L AP CM 3 3 M:\Project Files\DR-CLRM-Phase 3 -C\L0.01 General Notes.dwg,2023-07-10, ----CRQVXOWDQWVDA7E DES,*NER DRAWN %Y SFDOH SKHHW NR SKHHW 7LWOHRE9DA7EDESCR,P7,ON%YPURMHFW NDPH CLRM _ W\QZRRG PKDVHV 3 & 4 MFCRUPLFN RG & CODUFRQD RG OFRHH )ORULGD SYM%OLDESCR,P7,ONCRQWUDFWRU VKDOO IDPLOLDUL]H KLPVHOIKHUVHOI ZLWK H[LVWLQJ VLWH FRQGLWLRQVSULRU WR LQLWLDWLQJ FRQVWUXFWLRQ AOO H[LVWLQJ VLWH URDGV SDUNLQJ ORWVFXUEV XWLOLWLHV VHZHUV DQG RWKHU HOHPHQWV WR UHPDLQ VKDOO EH IXOO\SURWHFWHG IURP DQ\ GDPDJH XQOHVV RWKHUZLVH QRWHGCRQWUDFWRU VKDOO QRWLI\ DOO QHFHVVDU\ XWLOLW\ FRPSDQLHV 4 KRXUVPLQLPXP SULRU WR GLJJLQJ IRU YHULILFDWLRQ RI DOO XQGHUJURXQG XWLOLWLHVLUULJDWLRQ DQG RWKHU HOHPHQWV DQG FRRUGLQDWH ZLWK WKH RZQHUCVUHSUHVHQWDWLYH SULRU WR LQLWLDWLQJ RSHUDWLRQV DUDZLQJV DUH 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NO ARMS ,N %LAC.D [ L [ 3H7RASH RECEP7ACLEMAN8)AC78RER 7E;ACRA)7CON7AC7 34PROD8C7 M3),N,SH 3 *AL CON7EMPORARY S7YLE ,N %LAC.34H [ 3W%OW WOW %ARRELMAN8)AC78RER DO*ON,7PAR.SPROD8C7 3D,MENS,ONS 3L [ 3Z [ H D,A7EE7ER 7O77ERMAN8)AC78RER DO*ON,7PAR.SPROD8C7 4D,MENS,ONS L [ W [ HDO8%LE HOOP -8MPMAN8)AC78RER DO*ON,7PAR.SPROD8C7 D,MENS,ONS 4 H [ W [ 4HDO* )O8N7A,NMAN8)AC78RER MOS7 DEPENDA%LE )O8N7A,NSCON7AC7 3PROD8C7 44 SM & SMSS W PE7 )O8N7A,N 7O,NCL8DE RECESSED HOSE %,%D,MENS,ONS W [ 4HCOLOR %L8EDO* %A* D,SPENSER S7A7,ONMAN8)AC78RER DO*ON,7PAR.SPROD8C7 4SD,MENS,ONS HADA P,CN,C 7A%LE W 8M%RELLA HOLEMAN8)AC78RER 7E;ACRA)7CON7AC7 34PROD8C7 M3),N,SH %AC.LESS 7A%LE ,N %LAC.3H [ D [ WPRROV & WDWHU )HDWXUHV *HQHUDOSYM%OLDESCR,P7,ONDE7A,LRE7EN7,ON POND )O8N7A,NMAN8)AC78RER .ASCO )O8N7A,NSPROD8C7 SPR8CE )O8N7A,N 3-)CON7AC7 44)O8N7A,N 7O %E ,NS7ALLED PER MAN8)AC78RERSRECOMMENDA7,ON12L-101L-102L-701L-702P-301P-302P-303P-304S-201S-202S-203S-204S-205S-206S-207S-208W-101RE)ERENCE NO7ES SCHED8LEL3L3L3L3L3L3L33L33L3PURMHFW 3 HDUGVFDSH NRWHV & SFKHGXOH L AP CM 3 3 M:\Project Files\DR-CLRM-Phase 3 -C\L1.01 Hardscape Plan.dwg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age 105 of 309 355354353352L; L; L; L;RE7EN7,ONPONDNOR7HERN PLA7SNO7 PAR7 O) DE9ELOPMEN7PHASE & DE9ELOPMEN7PHASE 3 & 4 DE9ELOPMEN7W-101NO7ERE)ER 7O C,9,L EN*,NEER,N* )ORALL DE9ELOPMEN7 S,DEWAL.SADA C8R% C87S C8R%S ANDS7REE7 SEC7,ONS21PROPER7Y L,NE SCHOOLSCHOOL XINGTRAIL TRAIL XINGStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStreet Nam eNORTH PURMHFW 3 HDUGVFDSH PODQ L AP CM 3 3 M:\Project Files\DR-CLRM-Phase 3 -C\L1.01 Hardscape Plan.dwg,2023-07-10, ----CRQVXOWDQWVDA7E DES,*NER DRAWN %Y SFDOH SKHHW NR SKHHW 7LWOHRE9DA7EDESCR,P7,ON%YPURMHFW NDPH CLRM _ W\QZRRG PKDVHV 3 & 4 MFCRUPLFN RG & CODUFRQD RG OFRHH )ORULGD0feet601" = 30'3090120KEY MAP = NTS)ENCES *A7ES & RA,L,N*SYM%OLDESCR,P7,ON H7 %LAC. POWDERCOA7ED AL8M,N8M )ENCE4 H7 %LAC. POWDERCOA7ED AL8M,N8M *A7ES7R8C78RESSYM%OLDESCR,P7,ONMAN8)AC78RERPLAY7OP,ACON7AC7MARLEE -AC48E77E _ SALES CONS8L7AN7 _ EMA,LMARLEE#*OPLAY7OP,ACOMPLAY7OP,A ,NC _ M8RPHY A9E )ER*8SON.EN78C.YO)),CE 444 _ WE%WWW*OPLAY7OP,ACOMPLAY S7R8C78RE 7O %E ,NS7ALLED PERMAN8)AC78RERS RECOMMENDA7,ONMAN8)AC78RER LANDSCAPE S7R8C78RES REPSER9,CESPROD8C7 SER,ES SW,N* )RAME H7 WADD,7,ONAL %AYCON7AC7 MARY LAN*LEY 443EMA,L MARY#REPSER9,CESCOMPLAY S7R8C78RE 7O %E ,NS7ALLED PERMAN8)AC78RERS RECOMMENDA7,ONPA7,OS & WAL.WAYSSYM%OLDESCR,P7,ONRE,N)ORCED CONCRE7E S,DEWAL. OR LAND,N* PADW,7H 7ROWLED ED*E AND %ROOM ),N,SH RE,N)ORC,N*%Y O7HERSRE,N)ORCED CONCRE7E %ENCH & 7RASH RECEP7ACLEPAD 7ROWLED ED*E W,7H %ROOM ),N,SH RE,N)ORC,N*%Y O7HERS7O7LO7 M8LCH)8RN,78RESYM%OLDESCR,P7,ONS,7E %ENCHMAN8)AC78RER 7E;ACRA)7CON7AC7 34PROD8C7 M3),N,SH %ENCH W,7H %AC. NO ARMS ,N %LAC.D [ L [ 3H7RASH RECEP7ACLEMAN8)AC78RER 7E;ACRA)7CON7AC7 34PROD8C7 M3),N,SH 3 *AL CON7EMPORARY S7YLE ,N %LAC.34H [ 3W%OW WOW %ARRELMAN8)AC78RER DO*ON,7PAR.SPROD8C7 3D,MENS,ONS 3L [ 3Z [ H D,A7EE7ER 7O77ERMAN8)AC78RER DO*ON,7PAR.SPROD8C7 4D,MENS,ONS L [ W [ HDO8%LE HOOP -8MPMAN8)AC78RER DO*ON,7PAR.SPROD8C7 D,MENS,ONS 4 H [ W [ 4HDO* )O8N7A,NMAN8)AC78RER MOS7 DEPENDA%LE )O8N7A,NSCON7AC7 3PROD8C7 44 SM & SMSS W PE7 )O8N7A,N 7O,NCL8DE RECESSED HOSE %,%D,MENS,ONS W [ 4HCOLOR %L8EDO* %A* D,SPENSER S7A7,ONMAN8)AC78RER DO*ON,7PAR.SPROD8C7 4SD,MENS,ONS HADA P,CN,C 7A%LE W 8M%RELLA HOLEMAN8)AC78RER 7E;ACRA)7CON7AC7 34PROD8C7 M3),N,SH %AC.LESS 7A%LE ,N %LAC.3H [ D [ WPRROV & WDWHU )HDWXUHV *HQHUDOSYM%OLDESCR,P7,ONRE7EN7,ON POND )O8N7A,NMAN8)AC78RER .ASCO )O8N7A,NSPROD8C7 SPR8CE )O8N7A,N 3-)CON7AC7 44)O8N7A,N 7O %E ,NS7ALLED PER MAN8)AC78RERSRECOMMENDA7,ONL-101L-102L-701L-702P-301P-302P-303S-201S-202S-203S-204S-205S-206S-207S-208W-101HARDSCAPE SCHED8LEPage 106 of 309 3153635293033323421102019181617152243552624253603613L;L; L; L;3 L;L; L; L;3PHASE & DE9ELOPMEN7PHASE 3 & 4 DE9ELOPMEN7AMEN,7Y CEN7ER C8RREN7LY8NDER CONS7R8C7,ON & ,SPAR7 O) PHASE &NO7ERE)ER 7O C,9,L EN*,NEER,N* )ORALL DE9ELOPMEN7 S,DEWAL.SADA C8R% C87S C8R%S ANDS7REE7 SEC7,ONS21PROPER7Y L,NE SCHOOLSCHOOL XINGTRAIL TRAIL XINGStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStree t NameNORTHPURMHFW 3 HDUGVFDSH PODQ L AP CM 3 3 M:\Project Files\DR-CLRM-Phase 3 -C\L1.01 Hardscape Plan.dwg,2023-07-10, ----CRQVXOWDQWVDA7E DES,*NER DRAWN %Y SFDOH SKHHW NR SKHHW 7LWOHRE9DA7EDESCR,P7,ON%YPURMHFW NDPH CLRM _ W\QZRRG PKDVHV 3 & 4 MFCRUPLFN RG & CODUFRQD RG OFRHH )ORULGD0feet601" = 30'3090120KEY MAP = NTS)ENCES *A7ES & RA,L,N*SYM%OLDESCR,P7,ON H7 %LAC. POWDERCOA7ED AL8M,N8M )ENCE4 H7 %LAC. POWDERCOA7ED AL8M,N8M *A7ES7R8C78RESSYM%OLDESCR,P7,ONMAN8)AC78RERPLAY7OP,ACON7AC7MARLEE -AC48E77E _ SALES CONS8L7AN7 _ EMA,LMARLEE#*OPLAY7OP,ACOMPLAY7OP,A ,NC _ M8RPHY A9E )ER*8SON.EN78C.YO)),CE 444 _ WE%WWW*OPLAY7OP,ACOMPLAY S7R8C78RE 7O %E ,NS7ALLED PERMAN8)AC78RERS RECOMMENDA7,ONMAN8)AC78RER LANDSCAPE S7R8C78RES REPSER9,CESPROD8C7 SER,ES SW,N* )RAME H7 WADD,7,ONAL %AYCON7AC7 MARY LAN*LEY 443EMA,L MARY#REPSER9,CESCOMPLAY S7R8C78RE 7O %E ,NS7ALLED PERMAN8)AC78RERS RECOMMENDA7,ONPA7,OS & WAL.WAYSSYM%OLDESCR,P7,ONRE,N)ORCED CONCRE7E S,DEWAL. OR LAND,N* PADW,7H 7ROWLED ED*E AND %ROOM ),N,SH RE,N)ORC,N*%Y O7HERSRE,N)ORCED CONCRE7E %ENCH & 7RASH RECEP7ACLEPAD 7ROWLED ED*E W,7H %ROOM ),N,SH RE,N)ORC,N*%Y O7HERS7O7LO7 M8LCH)8RN,78RESYM%OLDESCR,P7,ONS,7E %ENCHMAN8)AC78RER 7E;ACRA)7CON7AC7 34PROD8C7 M3),N,SH %ENCH W,7H %AC. NO ARMS ,N %LAC.D [ L [ 3H7RASH RECEP7ACLEMAN8)AC78RER 7E;ACRA)7CON7AC7 34PROD8C7 M3),N,SH 3 *AL CON7EMPORARY S7YLE ,N %LAC.34H [ 3W%OW WOW %ARRELMAN8)AC78RER DO*ON,7PAR.SPROD8C7 3D,MENS,ONS 3L [ 3Z [ H D,A7EE7ER 7O77ERMAN8)AC78RER DO*ON,7PAR.SPROD8C7 4D,MENS,ONS L [ W [ HDO8%LE HOOP -8MPMAN8)AC78RER DO*ON,7PAR.SPROD8C7 D,MENS,ONS 4 H [ W [ 4HDO* )O8N7A,NMAN8)AC78RER MOS7 DEPENDA%LE )O8N7A,NSCON7AC7 3PROD8C7 44 SM & SMSS W PE7 )O8N7A,N 7O,NCL8DE RECESSED HOSE %,%D,MENS,ONS W [ 4HCOLOR %L8EDO* %A* D,SPENSER S7A7,ONMAN8)AC78RER DO*ON,7PAR.SPROD8C7 4SD,MENS,ONS HADA P,CN,C 7A%LE W 8M%RELLA HOLEMAN8)AC78RER 7E;ACRA)7CON7AC7 34PROD8C7 M3),N,SH %AC.LESS 7A%LE ,N %LAC.3H [ D [ WPRROV & WDWHU )HDWXUHV *HQHUDOSYM%OLDESCR,P7,ONRE7EN7,ON POND )O8N7A,NMAN8)AC78RER .ASCO )O8N7A,NSPROD8C7 SPR8CE )O8N7A,N 3-)CON7AC7 44)O8N7A,N 7O %E ,NS7ALLED PER MAN8)AC78RERSRECOMMENDA7,ONL-101L-102L-701L-702P-301P-302P-303S-201S-202S-203S-204S-205S-206S-207S-208W-101HARDSCAPE SCHED8LEPage 107 of 309 388862664443424140393637357069737271747576777889909167656364688758101102616059283289281282374284286287288285376375263772425L;L;3 L;3 L;4 L;L;3 L;3 L;4RE7EN7,ONPONDPHASE & DE9ELOPMEN7PHASE 3 & 4 DE9ELOPMEN7NO7ERE)ER 7O C,9,L EN*,NEER,N* )ORALL DE9ELOPMEN7 S,DEWAL.SADA C8R% C87S C8R%S ANDS7REE7 SEC7,ONSE;,S7,N*RE7EN7,ON POND21SCHOOLSCHOOL XINGTRAIL TRAIL XINGStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStree t NameNORTHPURMHFW 3 HDUGVFDSH PODQ L3 AP CM 3 3 M:\Project Files\DR-CLRM-Phase 3 -C\L1.01 Hardscape Plan.dwg,2023-07-10, ----CRQVXOWDQWVDA7E DES,*NER DRAWN %Y SFDOH SKHHW NR SKHHW 7LWOHRE9DA7EDESCR,P7,ON%YPURMHFW NDPH CLRM _ W\QZRRG PKDVHV 3 & 4 MFCRUPLFN RG & CODUFRQD RG OFRHH )ORULGD0feet601" = 30'3090120KEY MAP = NTS)ENCES *A7ES & RA,L,N*SYM%OLDESCR,P7,ON H7 %LAC. POWDERCOA7ED AL8M,N8M )ENCE4 H7 %LAC. POWDERCOA7ED AL8M,N8M *A7ES7R8C78RESSYM%OLDESCR,P7,ONMAN8)AC78RERPLAY7OP,ACON7AC7MARLEE -AC48E77E _ SALES CONS8L7AN7 _ EMA,LMARLEE#*OPLAY7OP,ACOMPLAY7OP,A ,NC _ M8RPHY A9E )ER*8SON.EN78C.YO)),CE 444 _ WE%WWW*OPLAY7OP,ACOMPLAY S7R8C78RE 7O %E ,NS7ALLED PERMAN8)AC78RERS RECOMMENDA7,ONMAN8)AC78RER LANDSCAPE S7R8C78RES REPSER9,CESPROD8C7 SER,ES SW,N* )RAME H7 WADD,7,ONAL %AYCON7AC7 MARY LAN*LEY 443EMA,L MARY#REPSER9,CESCOMPLAY S7R8C78RE 7O %E ,NS7ALLED PERMAN8)AC78RERS RECOMMENDA7,ONPA7,OS & WAL.WAYSSYM%OLDESCR,P7,ONRE,N)ORCED CONCRE7E S,DEWAL. OR LAND,N* PADW,7H 7ROWLED ED*E AND %ROOM ),N,SH RE,N)ORC,N*%Y O7HERSRE,N)ORCED CONCRE7E %ENCH & 7RASH RECEP7ACLEPAD 7ROWLED ED*E W,7H %ROOM ),N,SH RE,N)ORC,N*%Y O7HERS7O7LO7 M8LCH)8RN,78RESYM%OLDESCR,P7,ONS,7E %ENCHMAN8)AC78RER 7E;ACRA)7CON7AC7 34PROD8C7 M3),N,SH %ENCH W,7H %AC. NO ARMS ,N %LAC.D [ L [ 3H7RASH RECEP7ACLEMAN8)AC78RER 7E;ACRA)7CON7AC7 34PROD8C7 M3),N,SH 3 *AL CON7EMPORARY S7YLE ,N %LAC.34H [ 3W%OW WOW %ARRELMAN8)AC78RER DO*ON,7PAR.SPROD8C7 3D,MENS,ONS 3L [ 3Z [ H D,A7EE7ER 7O77ERMAN8)AC78RER DO*ON,7PAR.SPROD8C7 4D,MENS,ONS L [ W [ HDO8%LE HOOP -8MPMAN8)AC78RER DO*ON,7PAR.SPROD8C7 D,MENS,ONS 4 H [ W [ 4HDO* )O8N7A,NMAN8)AC78RER MOS7 DEPENDA%LE )O8N7A,NSCON7AC7 3PROD8C7 44 SM & SMSS W PE7 )O8N7A,N 7O,NCL8DE RECESSED HOSE %,%D,MENS,ONS W [ 4HCOLOR %L8EDO* %A* D,SPENSER S7A7,ONMAN8)AC78RER DO*ON,7PAR.SPROD8C7 4SD,MENS,ONS HADA P,CN,C 7A%LE W 8M%RELLA HOLEMAN8)AC78RER 7E;ACRA)7CON7AC7 34PROD8C7 M3),N,SH %AC.LESS 7A%LE ,N %LAC.3H [ D [ WPRROV & WDWHU )HDWXUHV *HQHUDOSYM%OLDESCR,P7,ONRE7EN7,ON POND )O8N7A,NMAN8)AC78RER .ASCO )O8N7A,NSPROD8C7 SPR8CE )O8N7A,N 3-)CON7AC7 44)O8N7A,N 7O %E ,NS7ALLED PER MAN8)AC78RERSRECOMMENDA7,ONL-101L-102L-701L-702P-301P-302P-303S-201S-202S-203S-204S-205S-206S-207S-208W-101HARDSCAPE SCHED8LEPage 108 of 309 1121131141181171161151191201211061051048485867980818283102103126125124123122128191L;3L;4 L;3L;4PHASE & DE9ELOPMEN7PHASE 3 & 4 DE9ELOPMEN7NO7ERE)ER 7O C,9,L EN*,NEER,N* )ORALL DE9ELOPMEN7 S,DEWAL.SADA C8R% C87S C8R%S ANDS7REE7 SEC7,ONSE;,S7,N*RE7EN7,ON POND21SCHOOLSCHOOL XINGTRAIL TRAIL XINGStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStree t NameNORTHPURMHFW 3 HDUGVFDSH PODQ L4 AP CM 3 3 M:\Project Files\DR-CLRM-Phase 3 -C\L1.01 Hardscape Plan.dwg,2023-07-10, ----CRQVXOWDQWVDA7E DES,*NER DRAWN %Y SFDOH SKHHW NR SKHHW 7LWOHRE9DA7EDESCR,P7,ON%YPURMHFW NDPH CLRM _ W\QZRRG PKDVHV 3 & 4 MFCRUPLFN RG & CODUFRQD RG OFRHH )ORULGD0feet601" = 30'3090120KEY MAP = NTS)ENCES *A7ES & RA,L,N*SYM%OLDESCR,P7,ON H7 %LAC. POWDERCOA7ED AL8M,N8M )ENCE4 H7 %LAC. POWDERCOA7ED AL8M,N8M *A7ES7R8C78RESSYM%OLDESCR,P7,ONMAN8)AC78RERPLAY7OP,ACON7AC7MARLEE -AC48E77E _ SALES CONS8L7AN7 _ EMA,LMARLEE#*OPLAY7OP,ACOMPLAY7OP,A ,NC _ M8RPHY A9E )ER*8SON.EN78C.YO)),CE 444 _ WE%WWW*OPLAY7OP,ACOMPLAY S7R8C78RE 7O %E ,NS7ALLED PERMAN8)AC78RERS RECOMMENDA7,ONMAN8)AC78RER LANDSCAPE S7R8C78RES REPSER9,CESPROD8C7 SER,ES SW,N* )RAME H7 WADD,7,ONAL %AYCON7AC7 MARY LAN*LEY 443EMA,L MARY#REPSER9,CESCOMPLAY S7R8C78RE 7O %E ,NS7ALLED PERMAN8)AC78RERS RECOMMENDA7,ONPA7,OS & WAL.WAYSSYM%OLDESCR,P7,ONRE,N)ORCED CONCRE7E S,DEWAL. OR LAND,N* PADW,7H 7ROWLED ED*E AND %ROOM ),N,SH RE,N)ORC,N*%Y O7HERSRE,N)ORCED CONCRE7E %ENCH & 7RASH RECEP7ACLEPAD 7ROWLED ED*E W,7H %ROOM ),N,SH RE,N)ORC,N*%Y O7HERS7O7LO7 M8LCH)8RN,78RESYM%OLDESCR,P7,ONS,7E %ENCHMAN8)AC78RER 7E;ACRA)7CON7AC7 34PROD8C7 M3),N,SH %ENCH W,7H %AC. NO ARMS ,N %LAC.D [ L [ 3H7RASH RECEP7ACLEMAN8)AC78RER 7E;ACRA)7CON7AC7 34PROD8C7 M3),N,SH 3 *AL CON7EMPORARY S7YLE ,N %LAC.34H [ 3W%OW WOW %ARRELMAN8)AC78RER DO*ON,7PAR.SPROD8C7 3D,MENS,ONS 3L [ 3Z [ H D,A7EE7ER 7O77ERMAN8)AC78RER DO*ON,7PAR.SPROD8C7 4D,MENS,ONS L [ W [ HDO8%LE HOOP -8MPMAN8)AC78RER DO*ON,7PAR.SPROD8C7 D,MENS,ONS 4 H [ W [ 4HDO* )O8N7A,NMAN8)AC78RER MOS7 DEPENDA%LE )O8N7A,NSCON7AC7 3PROD8C7 44 SM & SMSS W PE7 )O8N7A,N 7O,NCL8DE RECESSED HOSE %,%D,MENS,ONS W [ 4HCOLOR %L8EDO* %A* D,SPENSER S7A7,ONMAN8)AC78RER DO*ON,7PAR.SPROD8C7 4SD,MENS,ONS HADA P,CN,C 7A%LE W 8M%RELLA HOLEMAN8)AC78RER 7E;ACRA)7CON7AC7 34PROD8C7 M3),N,SH %AC.LESS 7A%LE ,N %LAC.3H [ D [ WPRROV & WDWHU )HDWXUHV *HQHUDOSYM%OLDESCR,P7,ONRE7EN7,ON POND )O8N7A,NMAN8)AC78RER .ASCO )O8N7A,NSPROD8C7 SPR8CE )O8N7A,N 3-)CON7AC7 44)O8N7A,N 7O %E ,NS7ALLED PER MAN8)AC78RERSRECOMMENDA7,ONL-101L-102L-701L-702P-301P-302P-303S-201S-202S-203S-204S-205S-206S-207S-208W-101HARDSCAPE SCHED8LEPage 109 of 309 273202206205204203197201200193194195192272198199196L;3L;4L;L;L;L;E;,S7,N*WE7LANDRE7EN7,ONPONDPHASE & DE9ELOPMEN7PHASE 3 & 4 DE9ELOPMEN7NO7ERE)ER 7O C,9,L EN*,NEER,N* )ORALL DE9ELOPMEN7 S,DEWAL.SADA C8R% C87S C8R%S ANDS7REE7 SEC7,ONS221NO7EALL E;,S7,N* 9E*E7A7,ON SO87HO) 7HE S,L7 )ENCE L,NE 7O REMA,NSCHOOLSCHOOL XINGTRAIL TRAIL XINGStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStree t NameNORTHPURMHFW 3 HDUGVFDSH PODQ L AP CM 3 3 M:\Project Files\DR-CLRM-Phase 3 -C\L1.01 Hardscape Plan.dwg,2023-07-10, ----CRQVXOWDQWVDA7E DES,*NER DRAWN %Y SFDOH SKHHW NR SKHHW 7LWOHRE9DA7EDESCR,P7,ON%YPURMHFW NDPH CLRM _ W\QZRRG PKDVHV 3 & 4 MFCRUPLFN RG & CODUFRQD RG OFRHH )ORULGD0feet601" = 30'3090120KEY MAP = NTS)ENCES *A7ES & RA,L,N*SYM%OLDESCR,P7,ON H7 %LAC. POWDERCOA7ED AL8M,N8M )ENCE4 H7 %LAC. POWDERCOA7ED AL8M,N8M *A7ES7R8C78RESSYM%OLDESCR,P7,ONMAN8)AC78RERPLAY7OP,ACON7AC7MARLEE -AC48E77E _ SALES CONS8L7AN7 _ EMA,LMARLEE#*OPLAY7OP,ACOMPLAY7OP,A ,NC _ M8RPHY A9E )ER*8SON.EN78C.YO)),CE 444 _ WE%WWW*OPLAY7OP,ACOMPLAY S7R8C78RE 7O %E ,NS7ALLED PERMAN8)AC78RERS RECOMMENDA7,ONMAN8)AC78RER LANDSCAPE S7R8C78RES REPSER9,CESPROD8C7 SER,ES SW,N* )RAME H7 WADD,7,ONAL %AYCON7AC7 MARY LAN*LEY 443EMA,L MARY#REPSER9,CESCOMPLAY S7R8C78RE 7O %E ,NS7ALLED PERMAN8)AC78RERS RECOMMENDA7,ONPA7,OS & WAL.WAYSSYM%OLDESCR,P7,ONRE,N)ORCED CONCRE7E S,DEWAL. OR LAND,N* PADW,7H 7ROWLED ED*E AND %ROOM ),N,SH RE,N)ORC,N*%Y O7HERSRE,N)ORCED CONCRE7E %ENCH & 7RASH RECEP7ACLEPAD 7ROWLED ED*E W,7H %ROOM ),N,SH RE,N)ORC,N*%Y O7HERS7O7LO7 M8LCH)8RN,78RESYM%OLDESCR,P7,ONS,7E %ENCHMAN8)AC78RER 7E;ACRA)7CON7AC7 34PROD8C7 M3),N,SH %ENCH W,7H %AC. NO ARMS ,N %LAC.D [ L [ 3H7RASH RECEP7ACLEMAN8)AC78RER 7E;ACRA)7CON7AC7 34PROD8C7 M3),N,SH 3 *AL CON7EMPORARY S7YLE ,N %LAC.34H [ 3W%OW WOW %ARRELMAN8)AC78RER DO*ON,7PAR.SPROD8C7 3D,MENS,ONS 3L [ 3Z [ H D,A7EE7ER 7O77ERMAN8)AC78RER DO*ON,7PAR.SPROD8C7 4D,MENS,ONS L [ W [ HDO8%LE HOOP -8MPMAN8)AC78RER DO*ON,7PAR.SPROD8C7 D,MENS,ONS 4 H [ W [ 4HDO* )O8N7A,NMAN8)AC78RER MOS7 DEPENDA%LE )O8N7A,NSCON7AC7 3PROD8C7 44 SM & SMSS W PE7 )O8N7A,N 7O,NCL8DE RECESSED HOSE %,%D,MENS,ONS W [ 4HCOLOR %L8EDO* %A* D,SPENSER S7A7,ONMAN8)AC78RER DO*ON,7PAR.SPROD8C7 4SD,MENS,ONS HADA P,CN,C 7A%LE W 8M%RELLA HOLEMAN8)AC78RER 7E;ACRA)7CON7AC7 34PROD8C7 M3),N,SH %AC.LESS 7A%LE ,N %LAC.3H [ D [ WPRROV & WDWHU )HDWXUHV *HQHUDOSYM%OLDESCR,P7,ONRE7EN7,ON POND )O8N7A,NMAN8)AC78RER .ASCO )O8N7A,NSPROD8C7 SPR8CE )O8N7A,N 3-)CON7AC7 44)O8N7A,N 7O %E ,NS7ALLED PER MAN8)AC78RERSRECOMMENDA7,ONL-101L-102L-701L-702P-301P-302P-303S-201S-202S-203S-204S-205S-206S-207S-208W-101HARDSCAPE SCHED8LEPage 110 of 309 2892962992762812753123003113013103023033152733142743133263253243233223213202693193183093173162722712703083043053063072982972942902913713723732792782772932922953683693702803662324L;L;3 L;3 L;4 L; L; L;L;L;L; L; L;RE7EN7,ONPONDW-101NO7ERE)ER 7O C,9,L EN*,NEER,N* )ORALL DE9ELOPMEN7 S,DEWAL.SADA C8R% C87S C8R%S ANDS7REE7 SEC7,ONS21SCHOOLSCHOOL XINGTRAIL TRAIL XINGStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStree t NameNORTHPURMHFW 3 HDUGVFDSH PODQ L AP CM 3 3 M:\Project Files\DR-CLRM-Phase 3 -C\L1.01 Hardscape Plan.dwg,2023-07-10, ----CRQVXOWDQWVDA7E DES,*NER DRAWN %Y SFDOH SKHHW NR SKHHW 7LWOHRE9DA7EDESCR,P7,ON%YPURMHFW NDPH CLRM _ W\QZRRG PKDVHV 3 & 4 MFCRUPLFN RG & CODUFRQD RG OFRHH )ORULGD0feet601" = 30'3090120KEY MAP = NTS)ENCES *A7ES & RA,L,N*SYM%OLDESCR,P7,ON H7 %LAC. POWDERCOA7ED AL8M,N8M )ENCE4 H7 %LAC. POWDERCOA7ED AL8M,N8M *A7ES7R8C78RESSYM%OLDESCR,P7,ONMAN8)AC78RERPLAY7OP,ACON7AC7MARLEE -AC48E77E _ SALES CONS8L7AN7 _ EMA,LMARLEE#*OPLAY7OP,ACOMPLAY7OP,A ,NC _ M8RPHY A9E )ER*8SON.EN78C.YO)),CE 444 _ WE%WWW*OPLAY7OP,ACOMPLAY S7R8C78RE 7O %E ,NS7ALLED PERMAN8)AC78RERS RECOMMENDA7,ONMAN8)AC78RER LANDSCAPE S7R8C78RES REPSER9,CESPROD8C7 SER,ES SW,N* )RAME H7 WADD,7,ONAL %AYCON7AC7 MARY LAN*LEY 443EMA,L MARY#REPSER9,CESCOMPLAY S7R8C78RE 7O %E ,NS7ALLED PERMAN8)AC78RERS RECOMMENDA7,ONPA7,OS & WAL.WAYSSYM%OLDESCR,P7,ONRE,N)ORCED CONCRE7E S,DEWAL. OR LAND,N* PADW,7H 7ROWLED ED*E AND %ROOM ),N,SH RE,N)ORC,N*%Y O7HERSRE,N)ORCED CONCRE7E %ENCH & 7RASH RECEP7ACLEPAD 7ROWLED ED*E W,7H %ROOM ),N,SH RE,N)ORC,N*%Y O7HERS7O7LO7 M8LCH)8RN,78RESYM%OLDESCR,P7,ONS,7E %ENCHMAN8)AC78RER 7E;ACRA)7CON7AC7 34PROD8C7 M3),N,SH %ENCH W,7H %AC. NO ARMS ,N %LAC.D [ L [ 3H7RASH RECEP7ACLEMAN8)AC78RER 7E;ACRA)7CON7AC7 34PROD8C7 M3),N,SH 3 *AL CON7EMPORARY S7YLE ,N %LAC.34H [ 3W%OW WOW %ARRELMAN8)AC78RER DO*ON,7PAR.SPROD8C7 3D,MENS,ONS 3L [ 3Z [ H D,A7EE7ER 7O77ERMAN8)AC78RER DO*ON,7PAR.SPROD8C7 4D,MENS,ONS L [ W [ HDO8%LE HOOP -8MPMAN8)AC78RER DO*ON,7PAR.SPROD8C7 D,MENS,ONS 4 H [ W [ 4HDO* )O8N7A,NMAN8)AC78RER MOS7 DEPENDA%LE )O8N7A,NSCON7AC7 3PROD8C7 44 SM & SMSS W PE7 )O8N7A,N 7O,NCL8DE RECESSED HOSE %,%D,MENS,ONS W [ 4HCOLOR %L8EDO* %A* D,SPENSER S7A7,ONMAN8)AC78RER DO*ON,7PAR.SPROD8C7 4SD,MENS,ONS HADA P,CN,C 7A%LE W 8M%RELLA HOLEMAN8)AC78RER 7E;ACRA)7CON7AC7 34PROD8C7 M3),N,SH %AC.LESS 7A%LE ,N %LAC.3H [ D [ WPRROV & WDWHU )HDWXUHV *HQHUDOSYM%OLDESCR,P7,ONRE7EN7,ON POND )O8N7A,NMAN8)AC78RER .ASCO )O8N7A,NSPROD8C7 SPR8CE )O8N7A,N 3-)CON7AC7 44)O8N7A,N 7O %E ,NS7ALLED PER MAN8)AC78RERSRECOMMENDA7,ONL-101L-102L-701L-702P-301P-302P-303S-201S-202S-203S-204S-205S-206S-207S-208W-101HARDSCAPE SCHED8LEPage 111 of 309 223333633643673583423573413563553463453443593433273293303313322622633282613343353363373403383393653662324362L;L;L;L; L; L;3 L; L; L;L; L; L;RE7EN7,ONPONDP-302P-301S-201S-202W-101NO7ERE)ER 7O C,9,L EN*,NEER,N* )ORALL DE9ELOPMEN7 S,DEWAL.SADA C8R% C87S C8R%S ANDS7REE7 SEC7,ONS21SCHOOLSCHOOL XINGTRAIL TRAIL XINGStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStree t NameNORTHPURMHFW 3 HDUGVFDSH PODQ L AP CM 3 3 M:\Project Files\DR-CLRM-Phase 3 -C\L1.01 Hardscape Plan.dwg,2023-07-10, ----CRQVXOWDQWVDA7E DES,*NER DRAWN %Y SFDOH SKHHW NR SKHHW 7LWOHRE9DA7EDESCR,P7,ON%YPURMHFW NDPH CLRM _ W\QZRRG PKDVHV 3 & 4 MFCRUPLFN RG & CODUFRQD RG OFRHH )ORULGD0feet601" = 30'3090120KEY MAP = NTS)ENCES *A7ES & RA,L,N*SYM%OLDESCR,P7,ON H7 %LAC. POWDERCOA7ED AL8M,N8M )ENCE4 H7 %LAC. POWDERCOA7ED AL8M,N8M *A7ES7R8C78RESSYM%OLDESCR,P7,ONMAN8)AC78RERPLAY7OP,ACON7AC7MARLEE -AC48E77E _ SALES CONS8L7AN7 _ EMA,LMARLEE#*OPLAY7OP,ACOMPLAY7OP,A ,NC _ M8RPHY A9E )ER*8SON.EN78C.YO)),CE 444 _ WE%WWW*OPLAY7OP,ACOMPLAY S7R8C78RE 7O %E ,NS7ALLED PERMAN8)AC78RERS RECOMMENDA7,ONMAN8)AC78RER LANDSCAPE S7R8C78RES REPSER9,CESPROD8C7 SER,ES SW,N* )RAME H7 WADD,7,ONAL %AYCON7AC7 MARY LAN*LEY 443EMA,L MARY#REPSER9,CESCOMPLAY S7R8C78RE 7O %E ,NS7ALLED PERMAN8)AC78RERS RECOMMENDA7,ONPA7,OS & WAL.WAYSSYM%OLDESCR,P7,ONRE,N)ORCED CONCRE7E S,DEWAL. OR LAND,N* PADW,7H 7ROWLED ED*E AND %ROOM ),N,SH RE,N)ORC,N*%Y O7HERSRE,N)ORCED CONCRE7E %ENCH & 7RASH RECEP7ACLEPAD 7ROWLED ED*E W,7H %ROOM ),N,SH RE,N)ORC,N*%Y O7HERS7O7LO7 M8LCH)8RN,78RESYM%OLDESCR,P7,ONS,7E %ENCHMAN8)AC78RER 7E;ACRA)7CON7AC7 34PROD8C7 M3),N,SH %ENCH W,7H %AC. NO ARMS ,N %LAC.D [ L [ 3H7RASH RECEP7ACLEMAN8)AC78RER 7E;ACRA)7CON7AC7 34PROD8C7 M3),N,SH 3 *AL CON7EMPORARY S7YLE ,N %LAC.34H [ 3W%OW WOW %ARRELMAN8)AC78RER DO*ON,7PAR.SPROD8C7 3D,MENS,ONS 3L [ 3Z [ H D,A7EE7ER 7O77ERMAN8)AC78RER DO*ON,7PAR.SPROD8C7 4D,MENS,ONS L [ W [ HDO8%LE HOOP -8MPMAN8)AC78RER DO*ON,7PAR.SPROD8C7 D,MENS,ONS 4 H [ W [ 4HDO* )O8N7A,NMAN8)AC78RER MOS7 DEPENDA%LE )O8N7A,NSCON7AC7 3PROD8C7 44 SM & SMSS W PE7 )O8N7A,N 7O,NCL8DE RECESSED HOSE %,%D,MENS,ONS W [ 4HCOLOR %L8EDO* %A* D,SPENSER S7A7,ONMAN8)AC78RER DO*ON,7PAR.SPROD8C7 4SD,MENS,ONS HADA P,CN,C 7A%LE W 8M%RELLA HOLEMAN8)AC78RER 7E;ACRA)7CON7AC7 34PROD8C7 M3),N,SH %AC.LESS 7A%LE ,N %LAC.3H [ D [ WPRROV & WDWHU )HDWXUHV *HQHUDOSYM%OLDESCR,P7,ONRE7EN7,ON POND )O8N7A,NMAN8)AC78RER .ASCO )O8N7A,NSPROD8C7 SPR8CE )O8N7A,N 3-)CON7AC7 44)O8N7A,N 7O %E ,NS7ALLED PER MAN8)AC78RERSRECOMMENDA7,ONL-101L-102L-701L-702P-301P-302P-303S-201S-202S-203S-204S-205S-206S-207S-208W-101HARDSCAPE SCHED8LEPage 112 of 309 350349348355347354351L; L; L; L; L; L;RE7EN7,ONPONDE;,S7,N*WE7LANDP-302P-301S-201S-202P-302P-301S-201S-202NO7ERE)ER 7O C,9,L EN*,NEER,N* )ORALL DE9ELOPMEN7 S,DEWAL.SADA C8R% C87S C8R%S ANDS7REE7 SEC7,ONS21PROPER7Y L,NE SCHOOLSCHOOL XINGTRAIL TRAIL XINGStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStree t NameNORTHPURMHFW 3 HDUGVFDSH PODQ L AP CM 3 3 M:\Project Files\DR-CLRM-Phase 3 -C\L1.01 Hardscape Plan.dwg,2023-07-10, ----CRQVXOWDQWVDA7E DES,*NER DRAWN %Y SFDOH SKHHW NR SKHHW 7LWOHRE9DA7EDESCR,P7,ON%YPURMHFW NDPH CLRM _ W\QZRRG PKDVHV 3 & 4 MFCRUPLFN RG & CODUFRQD RG OFRHH )ORULGD0feet601" = 30'3090120KEY MAP = NTS)ENCES *A7ES & RA,L,N*SYM%OLDESCR,P7,ON H7 %LAC. POWDERCOA7ED AL8M,N8M )ENCE4 H7 %LAC. POWDERCOA7ED AL8M,N8M *A7ES7R8C78RESSYM%OLDESCR,P7,ONMAN8)AC78RERPLAY7OP,ACON7AC7MARLEE -AC48E77E _ SALES CONS8L7AN7 _ EMA,LMARLEE#*OPLAY7OP,ACOMPLAY7OP,A ,NC _ M8RPHY A9E )ER*8SON.EN78C.YO)),CE 444 _ WE%WWW*OPLAY7OP,ACOMPLAY S7R8C78RE 7O %E ,NS7ALLED PERMAN8)AC78RERS RECOMMENDA7,ONMAN8)AC78RER LANDSCAPE S7R8C78RES REPSER9,CESPROD8C7 SER,ES SW,N* )RAME H7 WADD,7,ONAL %AYCON7AC7 MARY LAN*LEY 443EMA,L MARY#REPSER9,CESCOMPLAY S7R8C78RE 7O %E ,NS7ALLED PERMAN8)AC78RERS RECOMMENDA7,ONPA7,OS & WAL.WAYSSYM%OLDESCR,P7,ONRE,N)ORCED CONCRE7E S,DEWAL. OR LAND,N* PADW,7H 7ROWLED ED*E AND %ROOM ),N,SH RE,N)ORC,N*%Y O7HERSRE,N)ORCED CONCRE7E %ENCH & 7RASH RECEP7ACLEPAD 7ROWLED ED*E W,7H %ROOM ),N,SH RE,N)ORC,N*%Y O7HERS7O7LO7 M8LCH)8RN,78RESYM%OLDESCR,P7,ONS,7E %ENCHMAN8)AC78RER 7E;ACRA)7CON7AC7 34PROD8C7 M3),N,SH %ENCH W,7H %AC. NO ARMS ,N %LAC.D [ L [ 3H7RASH RECEP7ACLEMAN8)AC78RER 7E;ACRA)7CON7AC7 34PROD8C7 M3),N,SH 3 *AL CON7EMPORARY S7YLE ,N %LAC.34H [ 3W%OW WOW %ARRELMAN8)AC78RER DO*ON,7PAR.SPROD8C7 3D,MENS,ONS 3L [ 3Z [ H D,A7EE7ER 7O77ERMAN8)AC78RER DO*ON,7PAR.SPROD8C7 4D,MENS,ONS L [ W [ HDO8%LE HOOP -8MPMAN8)AC78RER DO*ON,7PAR.SPROD8C7 D,MENS,ONS 4 H [ W [ 4HDO* )O8N7A,NMAN8)AC78RER MOS7 DEPENDA%LE )O8N7A,NSCON7AC7 3PROD8C7 44 SM & SMSS W PE7 )O8N7A,N 7O,NCL8DE RECESSED HOSE %,%D,MENS,ONS W [ 4HCOLOR %L8EDO* %A* D,SPENSER S7A7,ONMAN8)AC78RER DO*ON,7PAR.SPROD8C7 4SD,MENS,ONS HADA P,CN,C 7A%LE W 8M%RELLA HOLEMAN8)AC78RER 7E;ACRA)7CON7AC7 34PROD8C7 M3),N,SH %AC.LESS 7A%LE ,N %LAC.3H [ D [ WPRROV & WDWHU )HDWXUHV *HQHUDOSYM%OLDESCR,P7,ONRE7EN7,ON POND )O8N7A,NMAN8)AC78RER .ASCO )O8N7A,NSPROD8C7 SPR8CE )O8N7A,N 3-)CON7AC7 44)O8N7A,N 7O %E ,NS7ALLED PER MAN8)AC78RERSRECOMMENDA7,ONL-101L-102L-701L-702P-301P-302P-303S-201S-202S-203S-204S-205S-206S-207S-208W-101HARDSCAPE SCHED8LEPage 113 of 309 L; L; L; L; L; L;S,L7 )ENCE L,NEE;,S7,N*WE7LANDNO7EALL E;,S7,N* 9E*E7A7,ON SO87HO) 7HE S,L7 )ENCE L,NE 7O REMA,NWES7 ORAN*E 7RA,LPROPER7Y L,NEPROPER7Y L,NE SCHOOLSCHOOL XINGTRAIL TRAIL XINGStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStree t NameNORTHPURMHFW 3 HDUGVFDSH PODQ L AP CM 3 3 M:\Project Files\DR-CLRM-Phase 3 -C\L1.01 Hardscape Plan.dwg,2023-07-10, ----CRQVXOWDQWVDA7E DES,*NER DRAWN %Y SFDOH SKHHW NR SKHHW 7LWOHRE9DA7EDESCR,P7,ON%YPURMHFW NDPH CLRM _ W\QZRRG PKDVHV 3 & 4 MFCRUPLFN RG & CODUFRQD RG OFRHH )ORULGD0feet601" = 30'3090120KEY MAP = NTS)ENCES *A7ES & RA,L,N*SYM%OLDESCR,P7,ON H7 %LAC. POWDERCOA7ED AL8M,N8M )ENCE4 H7 %LAC. POWDERCOA7ED AL8M,N8M *A7ES7R8C78RESSYM%OLDESCR,P7,ONMAN8)AC78RERPLAY7OP,ACON7AC7MARLEE -AC48E77E _ SALES CONS8L7AN7 _ EMA,LMARLEE#*OPLAY7OP,ACOMPLAY7OP,A ,NC _ M8RPHY A9E )ER*8SON.EN78C.YO)),CE 444 _ WE%WWW*OPLAY7OP,ACOMPLAY S7R8C78RE 7O %E ,NS7ALLED PERMAN8)AC78RERS RECOMMENDA7,ONMAN8)AC78RER LANDSCAPE S7R8C78RES REPSER9,CESPROD8C7 SER,ES SW,N* )RAME H7 WADD,7,ONAL %AYCON7AC7 MARY LAN*LEY 443EMA,L MARY#REPSER9,CESCOMPLAY S7R8C78RE 7O %E ,NS7ALLED PERMAN8)AC78RERS RECOMMENDA7,ONPA7,OS & WAL.WAYSSYM%OLDESCR,P7,ONRE,N)ORCED CONCRE7E S,DEWAL. OR LAND,N* PADW,7H 7ROWLED ED*E AND %ROOM ),N,SH RE,N)ORC,N*%Y O7HERSRE,N)ORCED CONCRE7E %ENCH & 7RASH RECEP7ACLEPAD 7ROWLED ED*E W,7H %ROOM ),N,SH RE,N)ORC,N*%Y O7HERS7O7LO7 M8LCH)8RN,78RESYM%OLDESCR,P7,ONS,7E %ENCHMAN8)AC78RER 7E;ACRA)7CON7AC7 34PROD8C7 M3),N,SH %ENCH W,7H %AC. NO ARMS ,N %LAC.D [ L [ 3H7RASH RECEP7ACLEMAN8)AC78RER 7E;ACRA)7CON7AC7 34PROD8C7 M3),N,SH 3 *AL CON7EMPORARY S7YLE ,N %LAC.34H [ 3W%OW WOW %ARRELMAN8)AC78RER DO*ON,7PAR.SPROD8C7 3D,MENS,ONS 3L [ 3Z [ H D,A7EE7ER 7O77ERMAN8)AC78RER DO*ON,7PAR.SPROD8C7 4D,MENS,ONS L [ W [ HDO8%LE HOOP -8MPMAN8)AC78RER DO*ON,7PAR.SPROD8C7 D,MENS,ONS 4 H [ W [ 4HDO* )O8N7A,NMAN8)AC78RER MOS7 DEPENDA%LE )O8N7A,NSCON7AC7 3PROD8C7 44 SM & SMSS W PE7 )O8N7A,N 7O,NCL8DE RECESSED HOSE %,%D,MENS,ONS W [ 4HCOLOR %L8EDO* %A* D,SPENSER S7A7,ONMAN8)AC78RER DO*ON,7PAR.SPROD8C7 4SD,MENS,ONS HADA P,CN,C 7A%LE W 8M%RELLA HOLEMAN8)AC78RER 7E;ACRA)7CON7AC7 34PROD8C7 M3),N,SH %AC.LESS 7A%LE ,N %LAC.3H [ D [ WPRROV & WDWHU )HDWXUHV *HQHUDOSYM%OLDESCR,P7,ONRE7EN7,ON POND )O8N7A,NMAN8)AC78RER .ASCO )O8N7A,NSPROD8C7 SPR8CE )O8N7A,N 3-)CON7AC7 44)O8N7A,N 7O %E ,NS7ALLED PER MAN8)AC78RERSRECOMMENDA7,ONL-101L-102L-701L-702P-301P-302P-303S-201S-202S-203S-204S-205S-206S-207S-208W-101HARDSCAPE SCHED8LEPage 114 of 309 256255247246252251250249248264263266265257259260258253254L;L;L;L; L; L; L; L; L;L; L; L;S,L7 )ENCE L,NERE7EN7,ONPONDP-302P-301S-201S-202NO7ERE)ER 7O C,9,L EN*,NEER,N* )ORALL DE9ELOPMEN7 S,DEWAL.SADA C8R% C87S C8R%S ANDS7REE7 SEC7,ONSNO7EALL E;,S7,N* 9E*E7A7,ON SO87HO) 7HE S,L7 )ENCE L,NE 7O REMA,NWES7 ORAN*E 7RA,L21PROPER7Y L,NESCHOOLSCHOOL XINGTRAIL TRAIL XINGStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStree t NameNORTHPURMHFW 3 HDUGVFDSH PODQ L AP CM 3 3 M:\Project Files\DR-CLRM-Phase 3 -C\L1.01 Hardscape Plan.dwg,2023-07-10, ----CRQVXOWDQWVDA7E DES,*NER DRAWN %Y SFDOH SKHHW NR SKHHW 7LWOHRE9DA7EDESCR,P7,ON%YPURMHFW NDPH CLRM _ W\QZRRG PKDVHV 3 & 4 MFCRUPLFN RG & CODUFRQD RG OFRHH )ORULGD0feet601" = 30'3090120KEY MAP = NTS)ENCES *A7ES & RA,L,N*SYM%OLDESCR,P7,ON H7 %LAC. POWDERCOA7ED AL8M,N8M )ENCE4 H7 %LAC. POWDERCOA7ED AL8M,N8M *A7ES7R8C78RESSYM%OLDESCR,P7,ONMAN8)AC78RERPLAY7OP,ACON7AC7MARLEE -AC48E77E _ SALES CONS8L7AN7 _ EMA,LMARLEE#*OPLAY7OP,ACOMPLAY7OP,A ,NC _ M8RPHY A9E )ER*8SON.EN78C.YO)),CE 444 _ WE%WWW*OPLAY7OP,ACOMPLAY S7R8C78RE 7O %E ,NS7ALLED PERMAN8)AC78RERS RECOMMENDA7,ONMAN8)AC78RER LANDSCAPE S7R8C78RES REPSER9,CESPROD8C7 SER,ES SW,N* )RAME H7 WADD,7,ONAL %AYCON7AC7 MARY LAN*LEY 443EMA,L MARY#REPSER9,CESCOMPLAY S7R8C78RE 7O %E ,NS7ALLED PERMAN8)AC78RERS RECOMMENDA7,ONPA7,OS & WAL.WAYSSYM%OLDESCR,P7,ONRE,N)ORCED CONCRE7E S,DEWAL. OR LAND,N* PADW,7H 7ROWLED ED*E AND %ROOM ),N,SH RE,N)ORC,N*%Y O7HERSRE,N)ORCED CONCRE7E %ENCH & 7RASH RECEP7ACLEPAD 7ROWLED ED*E W,7H %ROOM ),N,SH RE,N)ORC,N*%Y O7HERS7O7LO7 M8LCH)8RN,78RESYM%OLDESCR,P7,ONS,7E %ENCHMAN8)AC78RER 7E;ACRA)7CON7AC7 34PROD8C7 M3),N,SH %ENCH W,7H %AC. NO ARMS ,N %LAC.D [ L [ 3H7RASH RECEP7ACLEMAN8)AC78RER 7E;ACRA)7CON7AC7 34PROD8C7 M3),N,SH 3 *AL CON7EMPORARY S7YLE ,N %LAC.34H [ 3W%OW WOW %ARRELMAN8)AC78RER DO*ON,7PAR.SPROD8C7 3D,MENS,ONS 3L [ 3Z [ H D,A7EE7ER 7O77ERMAN8)AC78RER DO*ON,7PAR.SPROD8C7 4D,MENS,ONS L [ W [ HDO8%LE HOOP -8MPMAN8)AC78RER DO*ON,7PAR.SPROD8C7 D,MENS,ONS 4 H [ W [ 4HDO* )O8N7A,NMAN8)AC78RER MOS7 DEPENDA%LE )O8N7A,NSCON7AC7 3PROD8C7 44 SM & SMSS W PE7 )O8N7A,N 7O,NCL8DE RECESSED HOSE %,%D,MENS,ONS W [ 4HCOLOR %L8EDO* %A* D,SPENSER S7A7,ONMAN8)AC78RER DO*ON,7PAR.SPROD8C7 4SD,MENS,ONS HADA P,CN,C 7A%LE W 8M%RELLA HOLEMAN8)AC78RER 7E;ACRA)7CON7AC7 34PROD8C7 M3),N,SH %AC.LESS 7A%LE ,N %LAC.3H [ D [ WPRROV & WDWHU )HDWXUHV *HQHUDOSYM%OLDESCR,P7,ONRE7EN7,ON POND )O8N7A,NMAN8)AC78RER .ASCO )O8N7A,NSPROD8C7 SPR8CE )O8N7A,N 3-)CON7AC7 44)O8N7A,N 7O %E ,NS7ALLED PER MAN8)AC78RERSRECOMMENDA7,ONL-101L-102L-701L-702P-301P-302P-303S-201S-202S-203S-204S-205S-206S-207S-208W-101HARDSCAPE SCHED8LEPage 115 of 309 268246245244243228227226266269267236237238239240232233234230231235241229242OPENLAWNLAR*EDO*PAR.SMALLDO*PAR.PLAY*RO8NDS,L7 )ENCE L,NEL;L; L; L; L;L; L; L; L;L; L; L;L-701P-301P-301P-302P-302P-302P-302P-302P-302P-302P-302OPENLAWNOPENLAWNL-101S-201S-202L-102S-202S-207S-207S-207S-207S-206S-206S-206L-101L-102L-101L-102L-102L-101S-202S-202S-202S-202S-202S-208S-208S-204S-203S-205S-205S-203S-202P-301L-702P-303NO7ERE)ER 7O C,9,L EN*,NEER,N* )ORALL DE9ELOPMEN7 S,DEWAL.SADA C8R% C87S C8R%S ANDS7REE7 SEC7,ONSNO7EALL E;,S7,N* 9E*E7A7,ON SO87HO) 7HE S,L7 )ENCE L,NE 7O REMA,N21PROPER7Y L,NEPL8M%,N* )OR)O8N7A,N %Y O7HERSPL8M%,N* )OR)O8N7A,N %Y O7HERSPL7PL7PL7PL7PL7PL7PL7P-304P-304SCHOOLSCHOOL XINGTRAIL TRAIL XINGStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStree t NameNORTHPURMHFW 3 HDUGVFDSH PODQ L AP CM 3 3 M:\Project Files\DR-CLRM-Phase 3 -C\L1.01 Hardscape Plan.dwg,2023-07-10, ----CRQVXOWDQWVDA7E DES,*NER DRAWN %Y SFDOH SKHHW NR SKHHW 7LWOHRE9DA7EDESCR,P7,ON%YPURMHFW NDPH CLRM _ W\QZRRG PKDVHV 3 & 4 MFCRUPLFN RG & CODUFRQD RG OFRHH )ORULGD0feet601" = 30'3090120KEY MAP = NTS)ENCES *A7ES & RA,L,N*SYM%OLDESCR,P7,ON H7 %LAC. POWDERCOA7ED AL8M,N8M )ENCE4 H7 %LAC. POWDERCOA7ED AL8M,N8M *A7ES7R8C78RESSYM%OLDESCR,P7,ONMAN8)AC78RERPLAY7OP,ACON7AC7MARLEE -AC48E77E _ SALES CONS8L7AN7 _ EMA,LMARLEE#*OPLAY7OP,ACOMPLAY7OP,A ,NC _ M8RPHY A9E )ER*8SON.EN78C.YO)),CE 444 _ WE%WWW*OPLAY7OP,ACOMPLAY S7R8C78RE 7O %E ,NS7ALLED PERMAN8)AC78RERS RECOMMENDA7,ONMAN8)AC78RER LANDSCAPE S7R8C78RES REPSER9,CESPROD8C7 SER,ES SW,N* )RAME H7 WADD,7,ONAL %AYCON7AC7 MARY LAN*LEY 443EMA,L MARY#REPSER9,CESCOMPLAY S7R8C78RE 7O %E ,NS7ALLED PERMAN8)AC78RERS RECOMMENDA7,ONPA7,OS & WAL.WAYSSYM%OLDESCR,P7,ONRE,N)ORCED CONCRE7E S,DEWAL. OR LAND,N* PADW,7H 7ROWLED ED*E AND %ROOM ),N,SH RE,N)ORC,N*%Y O7HERSRE,N)ORCED CONCRE7E %ENCH & 7RASH RECEP7ACLEPAD 7ROWLED ED*E W,7H %ROOM ),N,SH RE,N)ORC,N*%Y O7HERS7O7LO7 M8LCH)8RN,78RESYM%OLDESCR,P7,ONS,7E %ENCHMAN8)AC78RER 7E;ACRA)7CON7AC7 34PROD8C7 M3),N,SH %ENCH W,7H %AC. NO ARMS ,N %LAC.D [ L [ 3H7RASH RECEP7ACLEMAN8)AC78RER 7E;ACRA)7CON7AC7 34PROD8C7 M3),N,SH 3 *AL CON7EMPORARY S7YLE ,N %LAC.34H [ 3W%OW WOW %ARRELMAN8)AC78RER DO*ON,7PAR.SPROD8C7 3D,MENS,ONS 3L [ 3Z [ H D,A7EE7ER 7O77ERMAN8)AC78RER DO*ON,7PAR.SPROD8C7 4D,MENS,ONS L [ W [ HDO8%LE HOOP -8MPMAN8)AC78RER DO*ON,7PAR.SPROD8C7 D,MENS,ONS 4 H [ W [ 4HDO* )O8N7A,NMAN8)AC78RER MOS7 DEPENDA%LE )O8N7A,NSCON7AC7 3PROD8C7 44 SM & SMSS W PE7 )O8N7A,N 7O,NCL8DE RECESSED HOSE %,%D,MENS,ONS W [ 4HCOLOR %L8EDO* %A* D,SPENSER S7A7,ONMAN8)AC78RER DO*ON,7PAR.SPROD8C7 4SD,MENS,ONS HADA P,CN,C 7A%LE W 8M%RELLA HOLEMAN8)AC78RER 7E;ACRA)7CON7AC7 34PROD8C7 M3),N,SH %AC.LESS 7A%LE ,N %LAC.3H [ D [ WPRROV & WDWHU )HDWXUHV *HQHUDOSYM%OLDESCR,P7,ONRE7EN7,ON POND )O8N7A,NMAN8)AC78RER .ASCO )O8N7A,NSPROD8C7 SPR8CE )O8N7A,N 3-)CON7AC7 44)O8N7A,N 7O %E ,NS7ALLED PER MAN8)AC78RERSRECOMMENDA7,ONL-101L-102L-701L-702P-301P-302P-303S-201S-202S-203S-204S-205S-206S-207S-208W-101HARDSCAPE SCHED8LEPage 116 of 309 225216224215223214222220219226218221213212211210209208207217L;L;L;L;L;L;S,L7 )ENCE L,NEE;,S7,N*WE7LANDNO7ERE)ER 7O C,9,L EN*,NEER,N* )ORALL DE9ELOPMEN7 S,DEWAL.SADA C8R% C87S C8R%S ANDS7REE7 SEC7,ONSNO7EALL E;,S7,N* 9E*E7A7,ON SO87HO) 7HE S,L7 )ENCE L,NE 7O REMA,N21SCHOOLSCHOOL XINGTRAIL TRAIL XINGStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStree t NameNORTHPURMHFW 3 HDUGVFDSH PODQ L AP CM 3 3 M:\Project Files\DR-CLRM-Phase 3 -C\L1.01 Hardscape Plan.dwg,2023-07-10, ----CRQVXOWDQWVDA7E DES,*NER DRAWN %Y SFDOH SKHHW NR SKHHW 7LWOHRE9DA7EDESCR,P7,ON%YPURMHFW NDPH CLRM _ W\QZRRG PKDVHV 3 & 4 MFCRUPLFN RG & CODUFRQD RG OFRHH )ORULGD0feet601" = 30'3090120KEY MAP = NTS)ENCES *A7ES & RA,L,N*SYM%OLDESCR,P7,ON H7 %LAC. POWDERCOA7ED AL8M,N8M )ENCE4 H7 %LAC. POWDERCOA7ED AL8M,N8M *A7ES7R8C78RESSYM%OLDESCR,P7,ONMAN8)AC78RERPLAY7OP,ACON7AC7MARLEE -AC48E77E _ SALES CONS8L7AN7 _ EMA,LMARLEE#*OPLAY7OP,ACOMPLAY7OP,A ,NC _ M8RPHY A9E )ER*8SON.EN78C.YO)),CE 444 _ WE%WWW*OPLAY7OP,ACOMPLAY S7R8C78RE 7O %E ,NS7ALLED PERMAN8)AC78RERS RECOMMENDA7,ONMAN8)AC78RER LANDSCAPE S7R8C78RES REPSER9,CESPROD8C7 SER,ES SW,N* )RAME H7 WADD,7,ONAL %AYCON7AC7 MARY LAN*LEY 443EMA,L MARY#REPSER9,CESCOMPLAY S7R8C78RE 7O %E ,NS7ALLED PERMAN8)AC78RERS RECOMMENDA7,ONPA7,OS & WAL.WAYSSYM%OLDESCR,P7,ONRE,N)ORCED CONCRE7E S,DEWAL. OR LAND,N* PADW,7H 7ROWLED ED*E AND %ROOM ),N,SH RE,N)ORC,N*%Y O7HERSRE,N)ORCED CONCRE7E %ENCH & 7RASH RECEP7ACLEPAD 7ROWLED ED*E W,7H %ROOM ),N,SH RE,N)ORC,N*%Y O7HERS7O7LO7 M8LCH)8RN,78RESYM%OLDESCR,P7,ONS,7E %ENCHMAN8)AC78RER 7E;ACRA)7CON7AC7 34PROD8C7 M3),N,SH %ENCH W,7H %AC. NO ARMS ,N %LAC.D [ L [ 3H7RASH RECEP7ACLEMAN8)AC78RER 7E;ACRA)7CON7AC7 34PROD8C7 M3),N,SH 3 *AL CON7EMPORARY S7YLE ,N %LAC.34H [ 3W%OW WOW %ARRELMAN8)AC78RER DO*ON,7PAR.SPROD8C7 3D,MENS,ONS 3L [ 3Z [ H D,A7EE7ER 7O77ERMAN8)AC78RER DO*ON,7PAR.SPROD8C7 4D,MENS,ONS L [ W [ HDO8%LE HOOP -8MPMAN8)AC78RER DO*ON,7PAR.SPROD8C7 D,MENS,ONS 4 H [ W [ 4HDO* )O8N7A,NMAN8)AC78RER MOS7 DEPENDA%LE )O8N7A,NSCON7AC7 3PROD8C7 44 SM & SMSS W PE7 )O8N7A,N 7O,NCL8DE RECESSED HOSE %,%D,MENS,ONS W [ 4HCOLOR %L8EDO* %A* D,SPENSER S7A7,ONMAN8)AC78RER DO*ON,7PAR.SPROD8C7 4SD,MENS,ONS HADA P,CN,C 7A%LE W 8M%RELLA HOLEMAN8)AC78RER 7E;ACRA)7CON7AC7 34PROD8C7 M3),N,SH %AC.LESS 7A%LE ,N %LAC.3H [ D [ WPRROV & WDWHU )HDWXUHV *HQHUDOSYM%OLDESCR,P7,ONRE7EN7,ON POND )O8N7A,NMAN8)AC78RER .ASCO )O8N7A,NSPROD8C7 SPR8CE )O8N7A,N 3-)CON7AC7 44)O8N7A,N 7O %E ,NS7ALLED PER MAN8)AC78RERSRECOMMENDA7,ONL-101L-102L-701L-702P-301P-302P-303S-201S-202S-203S-204S-205S-206S-207S-208W-101HARDSCAPE SCHED8LEPage 117 of 309 355354353352L; L; L; L;RE7EN7,ONPONDNOR7HERN PLA7SNO7 PAR7 O) DE9ELOPMEN7PHASE & DE9ELOPMEN7PHASE 3 & 4 DE9ELOPMEN7NO7ERE)ER 7O C,9,L EN*,NEER,N* )ORALL DE9ELOPMEN7 S,DEWAL.SADA C8R% C87S C8R%S ANDS7REE7 SEC7,ONSPROPER7Y L,NE SCHOOLSCHOOL XINGTRAIL TRAIL XINGStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStree t Name PURMHFW 3 LD\RXW PODQ L AP CM 3 3 M:\Project Files\DR-CLRM-Phase 3 -C\L2.01 Layout Plan.dwg,2023-07-10, ----CRQVXOWDQWVDA7E DES,*NER DRAWN %Y SFDOH SKHHW NR SKHHW 7LWOHRE9DA7EDESCR,P7,ON%YPURMHFW NDPH CLRM _ W\QZRRG PKDVHV 3 & 4 MFCRUPLFN RG & CODUFRQD RG OFRHH )ORULGD0feet601" = 30'3090120NORTHKEY MAP = NTSPO,N7DESCR,P7,ONNOR7H,N*EAS7,N*PO,N7N 4 3E 4 33PO,N7N 3 E 4 4PO,N7N 33 E 43 3 3PO,N7N 3 3E 44 34PO,N7N 3 3E 44 PO,N7N E 43 PO,N7N E 43 3PO,N7N E 443 NOR7H,N*EAS7,N* PO,N7 SCHED8LEPage 118 of 309 3153635293033323421102019181617152243552624253603613L;L; L; L;3 L;L; L; L;3PHASE & DE9ELOPMEN7PHASE 3 & 4 DE9ELOPMEN7AMEN,7Y CEN7ER C8RREN7LY8NDER CONS7R8C7,ON & ,SPAR7 O) PHASE &NO7ERE)ER 7O C,9,L EN*,NEER,N* )ORALL DE9ELOPMEN7 S,DEWAL.SADA C8R% C87S C8R%S ANDS7REE7 SEC7,ONSPROPER7Y L,NE SCHOOLSCHOOL XINGTRAIL TRAIL XINGStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStree t NameNORTHPURMHFW 3 LD\RXW PODQ L AP CM 3 3 M:\Project Files\DR-CLRM-Phase 3 -C\L2.01 Layout Plan.dwg,2023-07-10, ----CRQVXOWDQWVDA7E DES,*NER DRAWN %Y SFDOH SKHHW NR SKHHW 7LWOHRE9DA7EDESCR,P7,ON%YPURMHFW NDPH CLRM _ W\QZRRG PKDVHV 3 & 4 MFCRUPLFN RG & CODUFRQD RG OFRHH )ORULGD0feet601" = 30'3090120KEY MAP = NTSPage 119 of 309 388862664443424140393637357069737271747576777889909167656364688758101102616059283289281282374284286287288285376375263772425L;L;3 L;3 L;4 L;L;3 L;3 L;4RE7EN7,ONPONDPHASE & DE9ELOPMEN7PHASE 3 & 4 DE9ELOPMEN7NO7ERE)ER 7O C,9,L EN*,NEER,N* )ORALL DE9ELOPMEN7 S,DEWAL.SADA C8R% C87S C8R%S ANDS7REE7 SEC7,ONSE;,S7,N*RE7EN7,ON PONDSCHOOLSCHOOL XINGTRAIL TRAIL XINGStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStree t NameNORTHPURMHFW 3 LD\RXW PODQ L3 AP CM 3 3 M:\Project Files\DR-CLRM-Phase 3 -C\L2.01 Layout Plan.dwg,2023-07-10, ----CRQVXOWDQWVDA7E DES,*NER DRAWN %Y SFDOH SKHHW NR SKHHW 7LWOHRE9DA7EDESCR,P7,ON%YPURMHFW NDPH CLRM _ W\QZRRG PKDVHV 3 & 4 MFCRUPLFN RG & CODUFRQD RG OFRHH )ORULGD0feet601" = 30'3090120KEY MAP = NTSPage 120 of 309 1121131141181171161151191201211061051048485867980818283102103126125124123122128191L;3L;4 L;3L;4PHASE & DE9ELOPMEN7PHASE 3 & 4 DE9ELOPMEN7NO7ERE)ER 7O C,9,L EN*,NEER,N* )ORALL DE9ELOPMEN7 S,DEWAL.SADA C8R% C87S C8R%S ANDS7REE7 SEC7,ONSE;,S7,N*RE7EN7,ON PONDSCHOOLSCHOOL XINGTRAIL TRAIL XINGStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStree t NameNORTHPURMHFW 3 LD\RXW PODQ L4 AP CM 3 3 M:\Project Files\DR-CLRM-Phase 3 -C\L2.01 Layout Plan.dwg,2023-07-10, ----CRQVXOWDQWVDA7E DES,*NER DRAWN %Y SFDOH SKHHW NR SKHHW 7LWOHRE9DA7EDESCR,P7,ON%YPURMHFW NDPH CLRM _ W\QZRRG PKDVHV 3 & 4 MFCRUPLFN RG & CODUFRQD RG OFRHH )ORULGD0feet601" = 30'3090120KEY MAP = NTSPage 121 of 309 273202206205204203197201200193194195192272198199196L;3L;4L;L;L;L;E;,S7,N*WE7LANDRE7EN7,ONPONDPHASE & DE9ELOPMEN7PHASE 3 & 4 DE9ELOPMEN7NO7ERE)ER 7O C,9,L EN*,NEER,N* )ORALL DE9ELOPMEN7 S,DEWAL.SADA C8R% C87S C8R%S ANDS7REE7 SEC7,ONSNO7EALL E;,S7,N* 9E*E7A7,ON SO87HO) 7HE S,L7 )ENCE L,NE 7O REMA,NSCHOOLSCHOOL XINGTRAIL TRAIL XINGStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStree t NameNORTHPURMHFW 3 LD\RXW PODQ L AP CM 3 3 M:\Project Files\DR-CLRM-Phase 3 -C\L2.01 Layout Plan.dwg,2023-07-10, ----CRQVXOWDQWVDA7E DES,*NER DRAWN %Y SFDOH SKHHW NR SKHHW 7LWOHRE9DA7EDESCR,P7,ON%YPURMHFW NDPH CLRM _ W\QZRRG PKDVHV 3 & 4 MFCRUPLFN RG & CODUFRQD RG OFRHH )ORULGD0feet601" = 30'3090120KEY MAP = NTSPage 122 of 309 2892962992762812753123003113013103023033152733142743133263253243233223213202693193183093173162722712703083043053063072982972942902913713723732792782772932922953683693702803662324L;L;3 L;3 L;4 L; L; L;L;L;L; L; L;RE7EN7,ONPONDNO7ERE)ER 7O C,9,L EN*,NEER,N* )ORALL DE9ELOPMEN7 S,DEWAL.SADA C8R% C87S C8R%S ANDS7REE7 SEC7,ONSSCHOOLSCHOOL XINGTRAIL TRAIL XINGStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStree t NameNORTHPURMHFW 3 LD\RXW PODQ L AP CM 3 3 M:\Project Files\DR-CLRM-Phase 3 -C\L2.01 Layout Plan.dwg,2023-07-10, ----CRQVXOWDQWVDA7E DES,*NER DRAWN %Y SFDOH SKHHW NR SKHHW 7LWOHRE9DA7EDESCR,P7,ON%YPURMHFW NDPH CLRM _ W\QZRRG PKDVHV 3 & 4 MFCRUPLFN RG & CODUFRQD RG OFRHH )ORULGD0feet601" = 30'3090120KEY MAP = NTSPage 123 of 309 223333633643673583423573413563553463453443593433273293303313322622633282613343353363373403383393653662324362L;L;L;L; L; L;3 L; L; L;L; L; L;RE7EN7,ONPONDNO7ERE)ER 7O C,9,L EN*,NEER,N* )ORALL DE9ELOPMEN7 S,DEWAL.SADA C8R% C87S C8R%S ANDS7REE7 SEC7,ONSSCHOOLSCHOOL XINGTRAIL TRAIL XINGStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStree t NameNORTHPURMHFW 3 LD\RXW PODQ L AP CM 3 3 M:\Project Files\DR-CLRM-Phase 3 -C\L2.01 Layout Plan.dwg,2023-07-10, ----CRQVXOWDQWVDA7E DES,*NER DRAWN %Y SFDOH SKHHW NR SKHHW 7LWOHRE9DA7EDESCR,P7,ON%YPURMHFW NDPH CLRM _ W\QZRRG PKDVHV 3 & 4 MFCRUPLFN RG & CODUFRQD RG OFRHH )ORULGD0feet601" = 30'3090120KEY MAP = NTSPO,N7DESCR,P7,ONNOR7H,N*EAS7,N*PO,N7N 3 E 43 PO,N7N 33 4E 43 PO,N7N 4 E 44 PO,N7N 4 34E 43 PO,N7N 3 E 43 NOR7H,N*EAS7,N* PO,N7 SCHED8LEPage 124 of 309 350349348355347354351L; L; L; L; L; L;RE7EN7,ONPONDE;,S7,N*WE7LANDNO7ERE)ER 7O C,9,L EN*,NEER,N* )ORALL DE9ELOPMEN7 S,DEWAL.SADA C8R% C87S C8R%S ANDS7REE7 SEC7,ONSPROPER7Y L,NE SCHOOLSCHOOL XINGTRAIL TRAIL XINGStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStree t NameNORTHPURMHFW 3 LD\RXW PODQ L AP CM 3 3 M:\Project Files\DR-CLRM-Phase 3 -C\L2.01 Layout Plan.dwg,2023-07-10, ----CRQVXOWDQWVDA7E DES,*NER DRAWN %Y SFDOH SKHHW NR SKHHW 7LWOHRE9DA7EDESCR,P7,ON%YPURMHFW NDPH CLRM _ W\QZRRG PKDVHV 3 & 4 MFCRUPLFN RG & CODUFRQD RG OFRHH )ORULGD0feet601" = 30'3090120KEY MAP = NTSPO,N7DESCR,P7,ONNOR7H,N*EAS7,N*PO,N7N 4 3E 4 33PO,N7N 3 E 4 4PO,N7N 33 E 43 3 3PO,N7N 3 3E 44 34PO,N7N 3 3E 44 PO,N7N E 43 PO,N7N E 43 3PO,N7N E 443 NOR7H,N*EAS7,N* PO,N7 SCHED8LEPage 125 of 309 L; L; L; L; L; L;E;,S7,N*WE7LANDNO7EALL E;,S7,N* 9E*E7A7,ON SO87HO) 7HE S,L7 )ENCE L,NE 7O REMA,NWES7 ORAN*E 7RA,LPROPER7Y L,NEPROPER7Y L,NE SCHOOLSCHOOL XINGTRAIL TRAIL XINGStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStree t NameNORTHPURMHFW 3 LD\RXW PODQ L AP CM 3 3 M:\Project Files\DR-CLRM-Phase 3 -C\L2.01 Layout Plan.dwg,2023-07-10, ----CRQVXOWDQWVDA7E DES,*NER DRAWN %Y SFDOH SKHHW NR SKHHW 7LWOHRE9DA7EDESCR,P7,ON%YPURMHFW NDPH CLRM _ W\QZRRG PKDVHV 3 & 4 MFCRUPLFN RG & CODUFRQD RG OFRHH )ORULGD0feet601" = 30'3090120KEY MAP = NTSPage 126 of 309 256255247246252251250249248264263266265257259260258253254L;L;L;L; L; L; L; L; L;L; L; L;RE7EN7,ONPONDNO7ERE)ER 7O C,9,L EN*,NEER,N* )ORALL DE9ELOPMEN7 S,DEWAL.SADA C8R% C87S C8R%S ANDS7REE7 SEC7,ONSNO7EALL E;,S7,N* 9E*E7A7,ON SO87HO) 7HE S,L7 )ENCE L,NE 7O REMA,NWES7 ORAN*E 7RA,LPROPER7Y L,NESCHOOLSCHOOL XINGTRAIL TRAIL XINGStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStree t NameNORTHPURMHFW 3 LD\RXW PODQ L AP CM 3 3 M:\Project Files\DR-CLRM-Phase 3 -C\L2.01 Layout Plan.dwg,2023-07-10, ----CRQVXOWDQWVDA7E DES,*NER DRAWN %Y SFDOH SKHHW NR SKHHW 7LWOHRE9DA7EDESCR,P7,ON%YPURMHFW NDPH CLRM _ W\QZRRG PKDVHV 3 & 4 MFCRUPLFN RG & CODUFRQD RG OFRHH )ORULGD0feet601" = 30'3090120KEY MAP = NTSPO,N7DESCR,P7,ONNOR7H,N*EAS7,N*PO,N7N E 4 3PO,N7N E 4 3PO,N7N 3 E 4 4PO,N7N 4 3E 4 PO,N7N 4 34E 4 3PO,N7N 4 3 E 43 NOR7H,N*EAS7,N* PO,N7 SCHED8LEPage 127 of 309 268246245244243228227226266269267236237238239240232233234230231235241229242OPENLAWNLAR*EDO*PAR.SMALLDO*PAR.PLAY*RO8NDL;L; L; L; L;L; L; L; L;L; L; L;OPENLAWNOPENLAWNNO7ERE)ER 7O C,9,L EN*,NEER,N* )ORALL DE9ELOPMEN7 S,DEWAL.SADA C8R% C87S C8R%S ANDS7REE7 SEC7,ONSNO7EALL E;,S7,N* 9E*E7A7,ON SO87HO) 7HE S,L7 )ENCE L,NE 7O REMA,NPROPER7Y L,NEPL7PL7PL7PL7PL7PL7PL7 4 3 4 4 SCHOOLSCHOOL XINGTRAIL TRAIL XINGStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStree t NameNORTHPURMHFW 3 LD\RXW PODQ L AP CM 3 3 M:\Project Files\DR-CLRM-Phase 3 -C\L2.01 Layout Plan.dwg,2023-07-10, ----CRQVXOWDQWVDA7E DES,*NER DRAWN %Y SFDOH SKHHW NR SKHHW 7LWOHRE9DA7EDESCR,P7,ON%YPURMHFW NDPH CLRM _ W\QZRRG PKDVHV 3 & 4 MFCRUPLFN RG & CODUFRQD RG OFRHH )ORULGD0feet601" = 30'3090120KEY MAP = NTSPO,N7DESCR,P7,ONNOR7H,N*EAS7,N*PO,N7N E 4343 3PO,N7N 4 E 43 343PO,N7N 4 E 43 4PO,N7N 3E 43 PO,N7N 4 4 3E 43 3PO,N7N 3 34E 434 4 PO,N7N 4 4 3E 43 PO,N7N 4 E 434 3PO,N7N E 434 PO,N7N E 434 3PO,N7N E 43 3PO,N7N E 43 3PO,N7N 4 34E 434 34PO,N7N 3 4 E 433 PO,N7N 4 E 43 PO,N7N 4 E 433 PO,N7N 3 E 43 PO,N7N 4 E 43 PO,N7N 3 4E 43 PO,N7N 3 E 434 PO,N7N E 434 PO,N7N 33 E 433 3PO,N7N 33 E 43 34PO,N7N 3E 433 34PO,N7N 3 4E 433 PO,N7N 3 34E 43 3PO,N7N E 43 PO,N7N E 434 3PO,N7N E 43 3PO,N7N 4 3E 433 33PO,N7N 3 3E 43 3PO,N7N 3 3E 43 33PO,N7N 3 E 43 34PO,N7N 3 4E 43 3PO,N7N 4 E 433 33PO,N7N E 433 33PO,N7N 4 E 43 3PO,N7N E 43 3PO,N7N 34E 433 34PO,N7N 3 E 43 4PO,N7N 3 E 433 34PO,N7N E 43 43PO,N7N E 43 444PO,N7N 4 3E 4334 4PO,N7N 3 E 4344 4PO,N7N E 434 4 4PO,N7N E 43 34PO,N7N 34E 43 4 4PO,N7N E 434 3PO,N7N 3E 43 PO,N7N E 43 3 PO,N7N 4 E 433 4 3PO,N7N 34E 434 344PO,N7N 4E 4333 34PO,N7N E 433 3PO,N7N E 433 PO,N7N 3E 434 PO,N7N 4 3E 433 3PO,N7N 4 3E 43 3PO,N7N 4 3E 43 3PO,N7N 4 3E 43 3PO,N7N 3 4 3E 43 33PO,N7N 4 3E 433 34PO,N7N 4 3E 43 3PO,N7N 4 3E 434 3PO,N7N 4 3E 433 3PO,N7N E 434 PO,N7N 4 E 43 PO,N7N 4 E 43 PO,N7N E 43 PO,N7N 3 E 43 PO,N7N 3 E 43 3PO,N7N 4 E 43 4PO,N7N 4 E 43 3PO,N7N 4E 43 3PO,N7N 4E 43 PO,N7N E 43 PO,N7N E 43 3 PO,N7N E 43 3 PO,N7N E 43 NOR7H,N*EAS7,N* PO,N7 SCHED8LEPage 128 of 309 225216224215223214222220219226218221213212211210209208207217L;L;L;L;L;L;E;,S7,N*WE7LANDNO7ERE)ER 7O C,9,L EN*,NEER,N* )ORALL DE9ELOPMEN7 S,DEWAL.SADA C8R% C87S C8R%S ANDS7REE7 SEC7,ONSNO7EALL E;,S7,N* 9E*E7A7,ON SO87HO) 7HE S,L7 )ENCE L,NE 7O REMA,NSCHOOLSCHOOL XINGTRAIL TRAIL XINGStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStree t NameNORTHPURMHFW 3 LD\RXW PODQ L AP CM 3 3 M:\Project Files\DR-CLRM-Phase 3 -C\L2.01 Layout Plan.dwg,2023-07-10, ----CRQVXOWDQWVDA7E DES,*NER DRAWN %Y SFDOH SKHHW NR SKHHW 7LWOHRE9DA7EDESCR,P7,ON%YPURMHFW NDPH CLRM _ W\QZRRG PKDVHV 3 & 4 MFCRUPLFN RG & CODUFRQD RG OFRHH )ORULGD0feet601" = 30'3090120KEY MAP = NTSPage 129 of 309 PURMHFW NA HDUGVFDSH DHWDLOV L3 AP=M CM 3 3 M:\Project Files\DR-CLRM-Phase 3 -C\L3.01 Hardscape Details.dwg,2023-07-10, ----CRQVXOWDQWVDA7E DES,*NER DRAWN %Y SFDOH SKHHW NR SKHHW 7LWOHRE9DA7EDESCR,P7,ON%YPURMHFW NDPH CLRM _ W\QZRRG PKDVHV 3 & 4 MFCRUPLFN RG & CODUFRQD RG OFRHH )ORULGD LE*END134CONCRE7E W,7H L,*H7 %ROOM ),N,SHSHOWN ENLAR*ED AND N7S1D,REC7,ON O) %ROOM ),N,SH2E;PANS,ON OR CON7ROL -O,N7 7YPRE)ER 7O SEC7,ON DE7A,L ON 7H,SSHEE737ROWELED ED*E COND,7,ON 7YP43 7YP 7YP 2CON7ROL -O,N7S OC MA;E;PANS,ON -O,N7S OC MA;CONCRETE SIDEWALK TYP - PLAN4 SFDOH RHINRWH1P3NO7ES E;PANS,ON -O,N7S 7O %E LOCA7ED NO *REA7ER 7HAN OC A7 ,N7ERSEC7,ONS ANDMA-OR CHAN*ES ,N PA9EMEN7 D,REC7,ON AND A7 ,N7ER)ACES W,7H O7HER S7R8C78RES CON7ROL -O,N7S 7O %E LOCA7ED A7 E9EN ,NCREMEN7S %E7WEEN E;PANS,ON -O,N7SAND 7YP,CALLY A7 ,NCREMEN7S E48AL 7O 7HE W,D7H O) 7HE WAL.WAY),N,SH*RADELE*END44123456TYP. EXPANSION AND CONTROL JOINT - SECTIONN7SSFDOH RHINRWH7YP )8LL DEP7H E;PANS,ON -O,N7S W,7H %AC.ER ROD AND SEALAN7 -O,N7SEALAN7 COLOR 7O MA7CH AD-ACEN7 PA9EMEN7 %ELOW SEALAN7 8SE W,DEPRE)ORMED %,78M,NO8S E; -7 ),LLER1COMPAC7ED S8%*RADE SEE S7R8C78RAL EN*,NEER,N* DRAW,N*S )ORCOMPAC7,ON2PO8RED ,N PLACE CONC WAL.WAY RE)ER 7O DE7A,L SHEE7 L3 SEES7R8C78RAL EN*,N DRAW,N*S )OR RE,N)ORC,N*37YP,CAL SAWC87 CON7ROL -O,N7 7O 4 7H,C.NESS O) SLA% SEE SPEC,),CA7,ONSAND PLANS )OR LOCA7,ON4),N,SH *RADE P,7CH 7O POS,7,9ELY DRA,N 7OWARD DRA,NA*E S7R8C78RES ANDSWALES AS SHOWN ON C,9,L EN*,NEER,N* DRAW,N*S5CONCRE7E A**RE*A7E %ASE WHERE NECESSARY PEND,N* ON SO,L 7ES7 RES8L7SSO,L 7ES7S RECOMMENDED AND 7O %E DONE %Y O7HERS62SITE FURNISHING CONCRETE PAD, TYP. SFDOH RHINRWH3 123456E[SDQVLRQ -RLQW RHIHU WR DHWDLO RQ WKLV SKHHW1CRQWURO -RLQW RHIHU WR DHWDLO RQ WKLV SKHHW2CRQFUHWH SLGHZDON RHIHU WR DHWDLO RQ WKLV SKHHW34 WLGH PHGHVWULDQ *DWH RHIHU WR DHWDLO RQ WKLV SKHHW4SLWH %HQFK RHIHU WR ,PDJH RQ WKLV SKHHW57UDVK RHFHSWDFOH RHIHU WR ,PDJH RQ WKLV SKHHW6LE*END7DRJ %DJ SWDWLRQ RHIHU ,PDJH RQ WKLV SKHHW7S-201S-202S-2033P3PLAYGROUND & DOG PARK FENCE 3 SFDOH RHINRWH114" x 1716" FORERUNNER Rail(See Cross- Section Below)8' O.C. Nom.21" Min.Footing depth2" Nom.5"Post size varies with Height(See ECHELON Plus Post-Sizing chart)TM31516"TYPICAL34" x .045" PicketNOTES:1.) Post size depends on fence height and wind loads. See ECHELON Plus post sizing chart.2.) Panels also available for 6' on center post spacing3.) Additional heights available on request4.) Fourth rail optional.TMINTERNAL RETAINING RODVariable pitch connection system forease of installation, high anglebias ability and elimination ofunsightly external fasteners.FORERUNNER RAIL"U"-Channelspeciallyformed high strengtharchitectural shape.TMPANEL BRACKETSpecially designed two-point connection ensuresfixity of rail ends forincreased strength.REINFORCED POSTInternal rib increases againstwind loading as well as otherhorizontally applied forces(Only on 212" aluminum posts).INTERIOR GUIDE CHANNELChannel forms lower limitof raceway for retainingrod and allows for highangle bias ability.RING OPTIONHeld in place with upper and lowerinternal retaining rods to eliminateunsightly external fasteners.Values shown are nominal and not to be used forinstallation purposes. See product specificationfor installation requirements.Base Material114""No-Mar" PolyesterPowder finish coat1716"FORERUNNER RAILTMOPTIONAL WRAP AROUNDEND BRACKETNRWHV·,QVWDOOHG SHU MDQXIDFWXUHUV RHFRPPHQGDWLRQ·AOO )HQFH CRPSRQHQWV WR EH PRZGHUFRDWHG %ODFN·ASSURYHG ETXDO ZLOO EH DFFHSWHG E\ DSSURYDO IURPDR HRUWRQ & MLOOV DHVLJQ *URXS48"2558"31116"1" Sq. Steel Wire Mesh tied to Posts.Mesh to be painted Black to match Fence.1618"5LECHELON PLUS GATE- CUT SHEET3 SFDOH RHINRWH31516" TYPICAL114" x 1716"FORERUNNER Rail(See Cross- Section on Panel Drawing)TM5"VarieswithHeight48"21" Min.Footing depthNOTES:1.) Post size depends on fence height, weight and wind loads. See ECHELON PLUS post sizing chart.2.) See Ameristar gate table for standard out to outs. Custom gate openings available for special out to out/leaf widths.3.) Additional styles of gate hardware are available on request This could change the Latch & Hinge Clearance.4.) Fourth rail optional. Some heights noted require a fourth rail.23" (Latch Clearance)Ameristar StandardLeaf Widths238" (Hinge Clearance)31516" TYPICAL5"4VarieswithHeightStandard Heights3', 312', 4', 5, 6'21" Min.Footing depth2238" (Hinge Clearance)Ameristar StandardLeaf Widths238" (Hinge Clearance)3" (Latch Clearance)Over all Out to Out .2Single gate ArrangementDouble gate ArrangementPost size varies with Height(See ECHELON PLUS Post-Sizing chart)TM1TM2"Nom.2"Nom.Pickets welded toFORERUNNER Railprior to coating114"1716"34" x .080 wall PicketGate Upright134" x .125 wallWeld on Box Hinge(Requires steel posts)3Weld on Box Hinge(Requires steel posts)3VarieswithHeightVarieswithHeightTM114" x 1716"FORERUNNER Rail(See Cross- Section on Panel Drawing)TMPost size varies with Height(See ECHELON PLUS Post-Sizing chart)Gate Upright134" x .125 wall34" x .080 wall Picket4Values shown are nominal and not to be used forinstallation purposes. 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494949491121131141181171161151191201211061051048485867980818283102103127126125124123122128191192L;3L;4L;L;L;3L;4PHASE & DE9ELOPMEN7PHASE 3 & 4 DE9ELOPMEN7E;,S7,N*RE7EN7,ON PONDARARARARARSCHOOLSCHOOL XINGTRAIL TRAIL XINGStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStree t NameNORTHPURMHFW 3 LDQGVFDSH PODQ L44 AP CM 3 3 M:\Project Files\DR-CLRM-Phase 3 -C\L4.01 Landscape Plan.dwg,2023-07-10, ----CRQVXOWDQWVDA7E DES,*NER DRAWN %Y SFDOH SKHHW NR SKHHW 7LWOHRE9DA7EDESCR,P7,ON%YPURMHFW NDPH CLRM _ W\QZRRG PKDVHV 3 & 4 MFCRUPLFN RG & CODUFRQD RG OFRHH )ORULGD0feet601" = 30'3090120KEY MAP = NTSLAR*E 7REESCODECOMMON NAME%O7AN,CAL NAMEAR)ORULGD )ODPH RHG MDSOHAFHU UXEUXP C)ORULGD )ODPHC49SRXWKHUQ LLYH ODN4XHUFXV YLUJLQLDQD49SRXWKHUQ LLYH ODN4XHUFXV YLUJLQLDQD7D%DOG C\SUHVV7D[RGLXP GLVWLFKXPSMALL 7REESCODECOMMON NAME%O7AN,CAL NAMEL,PPXUSOH CUDSH M\UWOHLDJHUVWURHPLD IDXULHL CMXVNRJHHCPALM 7REESCODECOMMON NAME%O7AN,CAL NAMESPCDEEDJH PDOPHWWRSDEDO SDOPHWWRCANOPY 7REESCODECOMMON NAME%O7AN,CAL NAME8A)ORULGD EOP8OPXV DPHULFDQD IORULGDQDAR497D8A7UHH LHJHQGSHR8% AREASCODECOMMON NAME%O7AN,CAL NAMEM*PLQN MXKO\ *UDVVMXKOHQEHUJLD FDSLOODULVS%SDQG CRUGJUDVVSSDUWLQD EDNHUL*RO8ND CO9ERSCODECOMMON NAME%O7AN,CAL NAMEM,AIULFDQ ,ULVMRUDHD LULGLRLGHVSLDXFN PRWDWRSDJLWWDULD ODQFLIROLDSODSEEDCODECOMMON NAME%O7AN,CAL NAMEPNS%DKLD *UDVVPDVSDOXP QRWDWXP CAUJHQWLQHCPRQG PODQWLQJVPage 137 of 309 4949494949494949494949494949494949494949494949494949494949273202207206205204203197201200193194195192272198199196L;3L;4L;L;L;L;L;L;E;,S7,N*WE7LANDRE7EN7,ONPONDPHASE & DE9ELOPMEN7PHASE 3 & 4 DE9ELOPMEN7NO7EALL E;,S7,N* 9E*E7A7,ON SO87HO) 7HE S,L7 )ENCE L,NE 7O REMA,N7D7D7D7D7D7DARARARARAR7D7D7D7D7D7D 3 *DOS%4 3 *DOS%4 *DOC) 3 *DOM*4 *DOC)4 3 *DOM*S,L7 )ENCE L,NE3 3 *DOM* C7 C7 C7 C7 C7 C7 C7 C7 )*SP3 )*SP33 VI NAPNSSCHOOLSCHOOL XINGTRAIL TRAIL XINGStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStree t NameNORTHPURMHFW 3 LDQGVFDSH PODQ L4 AP CM 3 3 M:\Project Files\DR-CLRM-Phase 3 -C\L4.01 Landscape Plan.dwg,2023-07-10, ----CRQVXOWDQWVDA7E DES,*NER DRAWN %Y SFDOH SKHHW NR SKHHW 7LWOHRE9DA7EDESCR,P7,ON%YPURMHFW NDPH CLRM _ W\QZRRG PKDVHV 3 & 4 MFCRUPLFN RG & CODUFRQD RG OFRHH )ORULGD0feet601" = 30'3090120KEY MAP = NTSLAR*E 7REESCODECOMMON NAME%O7AN,CAL NAMEAR)ORULGD )ODPH RHG MDSOHAFHU UXEUXP C)ORULGD )ODPHC49SRXWKHUQ LLYH ODN4XHUFXV YLUJLQLDQD49SRXWKHUQ LLYH ODN4XHUFXV YLUJLQLDQD7D%DOG C\SUHVV7D[RGLXP GLVWLFKXPSMALL 7REESCODECOMMON NAME%O7AN,CAL NAMEL,PPXUSOH CUDSH M\UWOHLDJHUVWURHPLD IDXULHL CMXVNRJHHCPALM 7REESCODECOMMON NAME%O7AN,CAL NAMESPCDEEDJH PDOPHWWRSDEDO SDOPHWWRCANOPY 7REESCODECOMMON NAME%O7AN,CAL NAME8A)ORULGD EOP8OPXV DPHULFDQD IORULGDQDAR497D8A7UHH LHJHQGSHR8% AREASCODECOMMON NAME%O7AN,CAL NAMEM*PLQN MXKO\ *UDVVMXKOHQEHUJLD FDSLOODULVS%SDQG CRUGJUDVVSSDUWLQD EDNHUL*RO8ND CO9ERSCODECOMMON NAME%O7AN,CAL NAMEM,AIULFDQ ,ULVMRUDHD LULGLRLGHVSLDXFN PRWDWRSDJLWWDULD ODQFLIROLDSODSEEDCODECOMMON NAME%O7AN,CAL NAMEPNS%DKLD *UDVVPDVSDOXP QRWDWXP CAUJHQWLQHCPRQG PODQWLQJVPage 138 of 309 49ARARARARARARARARARARAR49494949ARARARARARARARARARARAR4949494949494949494949ARARARARARARARARARARARAR494949494949ARARARARARARARARARARAR49494949494949494949494949494949497D7D7D7DAR2892962992762812753123003113013103023033152733142743133263253243233223213202693193183093173162722712703083043053063072982972942902913713723732342792782772932922953683693702803662324L;L;3 L;3 L;4 L; L; L;L;L;L; L; L; L;L; L; L;RE7EN7,ONPONDARAR7D7D4 3 *DOS% *DOSL43 3 *DOM* *DOSL 3 *DOS%SCHOOLSCHOOL XINGTRAIL TRAIL XINGStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStree t NameNORTHPURMHFW 3 LDQGVFDSH PODQ L4 AP CM 3 3 M:\Project Files\DR-CLRM-Phase 3 -C\L4.01 Landscape Plan.dwg,2023-07-10, ----CRQVXOWDQWVDA7E DES,*NER DRAWN %Y SFDOH SKHHW NR SKHHW 7LWOHRE9DA7EDESCR,P7,ON%YPURMHFW NDPH CLRM _ W\QZRRG PKDVHV 3 & 4 MFCRUPLFN RG & CODUFRQD RG OFRHH )ORULGD0feet601" = 30'3090120KEY MAP = NTSLAR*E 7REESCODECOMMON NAME%O7AN,CAL NAMEAR)ORULGD )ODPH RHG MDSOHAFHU UXEUXP C)ORULGD )ODPHC49SRXWKHUQ LLYH ODN4XHUFXV YLUJLQLDQD49SRXWKHUQ LLYH ODN4XHUFXV YLUJLQLDQD7D%DOG C\SUHVV7D[RGLXP GLVWLFKXPSMALL 7REESCODECOMMON NAME%O7AN,CAL NAMEL,PPXUSOH CUDSH M\UWOHLDJHUVWURHPLD IDXULHL CMXVNRJHHCPALM 7REESCODECOMMON NAME%O7AN,CAL NAMESPCDEEDJH PDOPHWWRSDEDO SDOPHWWRCANOPY 7REESCODECOMMON NAME%O7AN,CAL NAME8A)ORULGD EOP8OPXV DPHULFDQD IORULGDQDAR497D8A7UHH LHJHQGSHR8% AREASCODECOMMON NAME%O7AN,CAL NAMEM*PLQN MXKO\ *UDVVMXKOHQEHUJLD FDSLOODULVS%SDQG CRUGJUDVVSSDUWLQD EDNHUL*RO8ND CO9ERSCODECOMMON NAME%O7AN,CAL NAMEM,AIULFDQ ,ULVMRUDHD LULGLRLGHVSLDXFN PRWDWRSDJLWWDULD ODQFLIROLDSODSEEDCODECOMMON NAME%O7AN,CAL NAMEPNS%DKLD *UDVVPDVSDOXP QRWDWXP CAUJHQWLQHCPRQG PODQWLQJVPage 139 of 309 4949ARARAR8A8A8A8A4949494949ARARAR8A8A8A494949494949494949494949494949494949498A8A8A8A8A8A8A8A8A8A4949497D7D7D7D7D7D7D7D7DARARAR223333633643673583423573413563553463453443593433273293303313322622633282613343353363373403383393653662324362L;L;L;L; L; L;3 L; L; L;L;L;L; L; L; L; L;RE7EN7,ONPOND3 )*SP )*SP497D7D4 3 *DOS% *DOSL 3 *DOS% 3 *DOS% 3 *DO=P 3 *DOM* C7 C7 C7 C7 C7 C7 C7SCHOOLSCHOOL XINGTRAIL TRAIL XINGStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStree t NameNORTHPURMHFW 3 LDQGVFDSH PODQ L4 AP CM 3 3 M:\Project Files\DR-CLRM-Phase 3 -C\L4.01 Landscape Plan.dwg,2023-07-10, ----CRQVXOWDQWVDA7E DES,*NER DRAWN %Y SFDOH SKHHW NR SKHHW 7LWOHRE9DA7EDESCR,P7,ON%YPURMHFW NDPH CLRM _ W\QZRRG PKDVHV 3 & 4 MFCRUPLFN RG & CODUFRQD RG OFRHH )ORULGD0feet601" = 30'3090120KEY MAP = NTSLAR*E 7REESCODECOMMON NAME%O7AN,CAL NAMEAR)ORULGD )ODPH RHG MDSOHAFHU UXEUXP C)ORULGD )ODPHC49SRXWKHUQ LLYH ODN4XHUFXV YLUJLQLDQD49SRXWKHUQ LLYH ODN4XHUFXV YLUJLQLDQD7D%DOG C\SUHVV7D[RGLXP GLVWLFKXPSMALL 7REESCODECOMMON NAME%O7AN,CAL NAMEL,PPXUSOH CUDSH M\UWOHLDJHUVWURHPLD IDXULHL CMXVNRJHHCPALM 7REESCODECOMMON NAME%O7AN,CAL NAMESPCDEEDJH PDOPHWWRSDEDO SDOPHWWRCANOPY 7REESCODECOMMON NAME%O7AN,CAL NAME8A)ORULGD EOP8OPXV DPHULFDQD IORULGDQDAR497D8A7UHH LHJHQGSHR8% AREASCODECOMMON NAME%O7AN,CAL NAMEM*PLQN MXKO\ *UDVVMXKOHQEHUJLD FDSLOODULVS%SDQG CRUGJUDVVSSDUWLQD EDNHUL*RO8ND CO9ERSCODECOMMON NAME%O7AN,CAL NAMEM,AIULFDQ ,ULVMRUDHD LULGLRLGHVSLDXFN PRWDWRSDJLWWDULD ODQFLIROLDSODSEEDCODECOMMON NAME%O7AN,CAL NAMEPNS%DKLD *UDVVPDVSDOXP QRWDWXP CAUJHQWLQHCPRQG PODQWLQJVPage 140 of 309 494949494949494949494949497D7D7D350349348355347351L; L; L; L; L; L; L; L;RE7EN7,ONPONDE;,S7,N*WE7LANDPROPER7Y L,NE 3 *DOM*4 3 *DOS%7D7D7D7D7D4949SCHOOLSCHOOL XINGTRAIL TRAIL XINGStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStree t NameNORTHPURMHFW 3 LDQGVFDSH PODQ L4 AP CM 3 3 M:\Project Files\DR-CLRM-Phase 3 -C\L4.01 Landscape Plan.dwg,2023-07-10, ----CRQVXOWDQWVDA7E DES,*NER DRAWN %Y SFDOH SKHHW NR SKHHW 7LWOHRE9DA7EDESCR,P7,ON%YPURMHFW NDPH CLRM _ W\QZRRG PKDVHV 3 & 4 MFCRUPLFN RG & CODUFRQD RG OFRHH )ORULGD0feet601" = 30'3090120KEY MAP = NTSLAR*E 7REESCODECOMMON NAME%O7AN,CAL NAMEAR)ORULGD )ODPH RHG MDSOHAFHU UXEUXP C)ORULGD )ODPHC49SRXWKHUQ LLYH ODN4XHUFXV YLUJLQLDQD49SRXWKHUQ LLYH ODN4XHUFXV YLUJLQLDQD7D%DOG C\SUHVV7D[RGLXP GLVWLFKXPSMALL 7REESCODECOMMON NAME%O7AN,CAL NAMEL,PPXUSOH CUDSH M\UWOHLDJHUVWURHPLD IDXULHL CMXVNRJHHCPALM 7REESCODECOMMON NAME%O7AN,CAL NAMESPCDEEDJH PDOPHWWRSDEDO SDOPHWWRCANOPY 7REESCODECOMMON NAME%O7AN,CAL NAME8A)ORULGD EOP8OPXV DPHULFDQD IORULGDQDAR497D8A7UHH LHJHQGSHR8% AREASCODECOMMON NAME%O7AN,CAL NAMEM*PLQN MXKO\ *UDVVMXKOHQEHUJLD FDSLOODULVS%SDQG CRUGJUDVVSSDUWLQD EDNHUL*RO8ND CO9ERSCODECOMMON NAME%O7AN,CAL NAMEM,AIULFDQ ,ULVMRUDHD LULGLRLGHVSLDXFN PRWDWRSDJLWWDULD ODQFLIROLDSODSEEDCODECOMMON NAME%O7AN,CAL NAMEPNS%DKLD *UDVVPDVSDOXP QRWDWXP CAUJHQWLQHCPRQG PODQWLQJVPage 141 of 309 L; L; L; L; L; L;E;,S7,N*WE7LANDNO7EALL E;,S7,N* 9E*E7A7,ON SO87HO) 7HE S,L7 )ENCE L,NE 7O REMA,NWES7 ORAN*E 7RA,LPROPER7Y L,NEPROPER7Y L,NE S,L7 )ENCE L,NESCHOOLSCHOOL XINGTRAIL TRAIL XINGStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStree t NameNORTHPURMHFW 3 LDQGVFDSH PODQ L4 AP CM 3 3 M:\Project Files\DR-CLRM-Phase 3 -C\L4.01 Landscape Plan.dwg,2023-07-10, ----CRQVXOWDQWVDA7E DES,*NER DRAWN %Y SFDOH SKHHW NR SKHHW 7LWOHRE9DA7EDESCR,P7,ON%YPURMHFW NDPH CLRM _ W\QZRRG PKDVHV 3 & 4 MFCRUPLFN RG & CODUFRQD RG OFRHH )ORULGD0feet601" = 30'3090120KEY MAP = NTSLAR*E 7REESCODECOMMON NAME%O7AN,CAL NAMEAR)ORULGD )ODPH RHG MDSOHAFHU UXEUXP C)ORULGD )ODPHC49SRXWKHUQ LLYH ODN4XHUFXV YLUJLQLDQD49SRXWKHUQ LLYH ODN4XHUFXV YLUJLQLDQD7D%DOG C\SUHVV7D[RGLXP GLVWLFKXPSMALL 7REESCODECOMMON NAME%O7AN,CAL NAMEL,PPXUSOH CUDSH M\UWOHLDJHUVWURHPLD IDXULHL CMXVNRJHHCPALM 7REESCODECOMMON NAME%O7AN,CAL NAMESPCDEEDJH PDOPHWWRSDEDO SDOPHWWRCANOPY 7REESCODECOMMON NAME%O7AN,CAL NAME8A)ORULGD EOP8OPXV DPHULFDQD IORULGDQDAR497D8A7UHH LHJHQGPage 142 of 309 4949494949498A8A8A8A49494949494949494949494949494949494949494949497D7D7D7D7D7D256255247246252251250249248264266265257259260258253254L;L;L;L; L; L; L; L; L;L; L; L;RE7EN7,ONPONDNO7EALL E;,S7,N* 9E*E7A7,ON SO87HO) 7HE S,L7 )ENCE L,NE 7O REMA,NWES7 ORAN*E 7RA,LPROPER7Y L,NE43 *DOSL 3 *DOS%S,L7 )ENCE L,NE494 VI NAPNS4 VI NAPNSSCHOOLSCHOOL XINGTRAIL TRAIL XINGStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStree t NameNORTHPURMHFW 3 LDQGVFDSH PODQ L4 AP CM 3 3 M:\Project Files\DR-CLRM-Phase 3 -C\L4.01 Landscape Plan.dwg,2023-07-10, ----CRQVXOWDQWVDA7E DES,*NER DRAWN %Y SFDOH SKHHW NR SKHHW 7LWOHRE9DA7EDESCR,P7,ON%YPURMHFW NDPH CLRM _ W\QZRRG PKDVHV 3 & 4 MFCRUPLFN RG & CODUFRQD RG OFRHH )ORULGD0feet601" = 30'3090120KEY MAP = NTSLAR*E 7REESCODECOMMON NAME%O7AN,CAL NAMEAR)ORULGD )ODPH RHG MDSOHAFHU UXEUXP C)ORULGD )ODPHC49SRXWKHUQ LLYH ODN4XHUFXV YLUJLQLDQD49SRXWKHUQ LLYH ODN4XHUFXV YLUJLQLDQD7D%DOG C\SUHVV7D[RGLXP GLVWLFKXPSMALL 7REESCODECOMMON NAME%O7AN,CAL NAMEL,PPXUSOH CUDSH M\UWOHLDJHUVWURHPLD IDXULHL CMXVNRJHHCPALM 7REESCODECOMMON NAME%O7AN,CAL NAMESPCDEEDJH PDOPHWWRSDEDO SDOPHWWRCANOPY 7REESCODECOMMON NAME%O7AN,CAL NAME8A)ORULGD EOP8OPXV DPHULFDQD IORULGDQDAR497D8A7UHH LHJHQGSHR8% AREASCODECOMMON NAME%O7AN,CAL NAMEM*PLQN MXKO\ *UDVVMXKOHQEHUJLD FDSLOODULVS%SDQG CRUGJUDVVSSDUWLQD EDNHUL*RO8ND CO9ERSCODECOMMON NAME%O7AN,CAL NAMEM,AIULFDQ ,ULVMRUDHD LULGLRLGHVSLDXFN PRWDWRSDJLWWDULD ODQFLIROLDSODSEEDCODECOMMON NAME%O7AN,CAL NAMEPNS%DKLD *UDVVPDVSDOXP QRWDWXP CAUJHQWLQHCPRQG PODQWLQJVPage 143 of 309 49494949494949AR49494949494949494949494949268246245244243228227226266267236237238239240232233234230231235241229242OPENLAWNLAR*EDO*PAR.SMALLDO*PAR.PLAY*RO8NDL;L; L; L; L;L; L; L; L;L; L; L;OPENLAWNOPENLAWNNO7EALL E;,S7,N* 9E*E7A7,ON SO87HO) 7HE S,L7 )ENCE L,NE 7O REMA,NWES7 ORAN*E 7RA,LPROPER7Y L,NEPL7PL7PL7PL7PL7PL7PL7 *49 *49 3 *DOM*3 )*SP *49 *49 4 *L,P *49 *493 )*SP *49 *49 4 *L,P4 PRW7A 3 *DOM* 4 *L,P *493 *49 *49 *49 *49 *49 PRW7A3 VI NAPNS VI NAPNS *49 *493 *DOLM* *DOPM *494 *DOPM *49 *49 *DOPM *49 *49 *49 *49 *49 *49 4 *L,P 4 *L,P *49 *49 *DOPA 3 *DO%H4 3 *DOAM 3 *DOM* *DOPA 3 *DOR) 3 *DOS% *49 3 *DOAM4 *DOPA 3 *DOAM 3 *DOS%3 VI NAPNS4 VI NAPNS VI NAPNS4 VI NAPNSS,L7 )ENCE L,NESCHOOLSCHOOL XINGTRAIL TRAIL XINGStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStree t NameNORTHPURMHFW 3 LDQGVFDSH PODQ L4 AP CM 3 3 M:\Project Files\DR-CLRM-Phase 3 -C\L4.01 Landscape Plan.dwg,2023-07-10, ----CRQVXOWDQWVDA7E DES,*NER DRAWN %Y SFDOH SKHHW NR SKHHW 7LWOHRE9DA7EDESCR,P7,ON%YPURMHFW NDPH CLRM _ W\QZRRG PKDVHV 3 & 4 MFCRUPLFN RG & CODUFRQD RG OFRHH )ORULGD0feet601" = 30'3090120KEY MAP = NTSLAR*E 7REESCODECOMMON NAME%O7AN,CAL NAMEAR)ORULGD )ODPH RHG MDSOHAFHU UXEUXP C)ORULGD )ODPHC49SRXWKHUQ LLYH ODN4XHUFXV YLUJLQLDQD49SRXWKHUQ LLYH ODN4XHUFXV YLUJLQLDQDSMALL 7REESCODECOMMON NAME%O7AN,CAL NAMEL,PPXUSOH CUDSH M\UWOHLDJHUVWURHPLD IDXULHL CMXVNRJHHCPALM 7REESCODECOMMON NAME%O7AN,CAL NAMESPCDEEDJH PDOPHWWRSDEDO SDOPHWWRCANOPY 7REESCODECOMMON NAME%O7AN,CAL NAME8A)ORULGD EOP8OPXV DPHULFDQD IORULGDQDHED*ESCODECOMMON NAME%O7AN,CAL NAMEPMPRGRFDUSXVPRGRFDUSXV PDFURSK\OOXVSHR8% AREASCODECOMMON NAME%O7AN,CAL NAMEAM)R[WDLO )HUQAVSDUDJXV DHWKLRSLFXV%HCRPSDFW %RXJDLQYLOOHD%RXJDLQYLOOHD [ CHHOHQ -RKQVRQCM*PLQN MXKO\ *UDVVMXKOHQEHUJLD FDSLOODULVPAPOXPEDJRPOXPEDJR DXULFXODWD C,PSHULDO %OXHCR))LUHFUDFNHU PODQWRXVVHOLD HTXLVHWLIRUPLVS%SDQG CRUGJUDVVSSDUWLQD EDNHUL*RO8ND CO9ERSCODECOMMON NAME%O7AN,CAL NAMELM*EYHUJUHHQ *LDQW %RUGHU *UDVVLLULRSH PXVFDUL CEYHUJUHHQ *LDQWC7ADZDUI AVLDWLF -DVPLQH7UDFKHORVSHUPXP DVLDWLFXP CAVLD MLQRUCSODSEEDCODECOMMON NAME%O7AN,CAL NAMEPNS%DKLD *UDVVPDVSDOXP QRWDWXP CAUJHQWLQHCSA))ORULWDP SW AXJXVWLQH SRGSWHQRWDSKUXP VHFXQGDWXP C)ORULWDPCAR498APDUN PODQWLQJ LHJHQGPage 144 of 309 4949494949494949494949494949494949494949494949494949494949225216224215223214222220219226218221213212211210209208207217L;L;L;L;L;L;E;,S7,N*WE7LANDNO7EALL E;,S7,N* 9E*E7A7,ON SO87HO) 7HE S,L7 )ENCE L,NE 7O REMA,NSCHOOLSCHOOL XINGTRAIL TRAIL XINGStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStreet NameStree t NameNORTHPURMHFW 3 LDQGVFDSH PODQ L4 AP CM 3 3 M:\Project Files\DR-CLRM-Phase 3 -C\L4.01 Landscape Plan.dwg,2023-07-10, ----CRQVXOWDQWVDA7E DES,*NER DRAWN %Y SFDOH SKHHW NR SKHHW 7LWOHRE9DA7EDESCR,P7,ON%YPURMHFW NDPH CLRM _ W\QZRRG PKDVHV 3 & 4 MFCRUPLFN RG & CODUFRQD RG OFRHH )ORULGD0feet601" = 30'3090120KEY MAP = NTSLAR*E 7REESCODECOMMON NAME%O7AN,CAL NAMEAR)ORULGD )ODPH RHG MDSOHAFHU UXEUXP C)ORULGD )ODPHC49SRXWKHUQ LLYH ODN4XHUFXV YLUJLQLDQD49SRXWKHUQ LLYH ODN4XHUFXV YLUJLQLDQD7D%DOG C\SUHVV7D[RGLXP GLVWLFKXPSMALL 7REESCODECOMMON 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