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Item 04 Approval of Final Subdivision Plan for Wynwood Phase 1 & 2 (CLRM PUD); Project No: LS-2020-016 (3) 401; ocoee florida AGENDA ITEM COVER SHEET Meeting Date: September 21, 2021 Item # H • Reviewed By: Contact Name: Michael Rumer Department Director: Contact Number: Ext. 1018 City Manager: Subject: Wynwood (CLRM PUD) Phase 1 & 2 Final Subdivision Plan Project# LS-2020-016 (District 4, George Oliver, Ill) 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%. The subdivision will comprise of 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. 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. Impact Fees: The project will generate the following impact fees by buildout: Police - $188,967 Fire - $239,772 Road - $1,486,779 Recreation - $588,120 • School Capacity: The applicant entered into a Capacity Enhancement Agreement (CEA) with OCPS. Due to the change in State Law, which affected CEA's, the applicant entered into a hold harmless agreement with OCPS to keep the agreement valid. The project is cleared to continue to concurrency. Issue: Should the Honorable Mayor and City Commission approve the Final Subdivision Plan for Wynwood (CLRM PUD) Phase 1&2? Development Review Committee Recommendation: The Development Review Committee (DRC) has completed its review, and all comments have been satisfied. Recommendations: Staff recommends that the City Commission approve the Final Subdivision Plan for Wynwood (CLRM PUD) Phase 1&2. Attachments: Location Map; Aerial Map; Final Subdivision Plan for Wynwood Phase 1&3 Dates September 3, 2021 Financial Impact: N/A Type of Item: (please mark with an "x") _ Public Hearing For Clerk's Dept Use: Ordinance First Reading Consent Agenda Ordinance Second Reading Public Hearing Resolution Regular Agenda _ _ _ _ X. Commission Approval Discussion& Direction Original Document/Contract Attached for Execution by City Clerk Original Document/Contract Held by Department for Execution Reviewed by City Attorney N/A Reviewed by Finance Dept. N/A Reviewed by Q N/A Wynwood PUD Final Subdivision Plan Location Map. UNNAMED LAKE u I , LAKE CORA LEE UNNAMED LAKE L, ill i m Road LAKE CORIE 1 W Mccormick Road *4* 1 7 //..7 , gil 4/11 r i— TROUT LAKE //' / ' j/ .641 --- 4 N:-ri re pi 1 m- .1- 1.-- .--___sh IP _,..,.,- lir 7./ •4114 -AinniiiiildnIMMI 7?"1 i ' It Sill I 'i // clN N` ,A , '','��S■■■!I enu� — J t y . m1.41'pt. . _imam - upilltilmiimi.4 — -.% *III. _. :Trait 1 ai Jr-- . c- 32 iMaliN PP AAP E " mo, m LAKEADDAH eIFW:li IPP%/MI 2 1 ,. mar . f M .�_1 . . - j cro tuic•urt i 0 i ii liiiiig iii ■ CRUPP.vgit � � ��MIME 11 A-II O�7ii* �WW oil lira •f � L_ ti Wynwood PUD Final Subdivision Plan Phase 1 &2 •s i,.. ;jyr-.. '+ VV j r i. �r ti a - i ! _ " - 110. ' - , ' Ai — • .7..". .4:•cf. 1.'11' ", '."T-'9'''"i'4•4'-'-:',10-.." .C441:- - . 4T# a. -,., ' -• - ti5idsk$ - A. --, • 4Prt.-4.%•••.401.0 d' i.st r - ...0 qv .. _ ..,. . .,. 1.'• '. 1 d• 4 I ......{..,C111.4,••••••Faii....', II.70""" "'41.011111111 sr' • 1 �• 1 • 47 $ .4114,,,,, A.16,...,'.406 . fe • ,•••, ' !... oat„„agp- c. 410 A. .y tea t r - f'�. , 4iiii — ii;'Mr ''.. ' . -41 74:.*: '' ' i. ""St. 0. ,...,42'. NIRMY A ,. go 40, • ips. -4 - ' 11 i 1 x �'I ii ion......' r. rt � , Toick „y I 4 • Nil _,���I�I� Y , �, �r �r���� 0 25 250 SOOee' for WYNWOOD PUD PHASES 1 & 2 ANd CPA-2018-008; AX- OW 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 (725 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 BE 1/4 OF ME SE 1/4 OF SECTION 33, TOYMSHIP 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, TOYMSHIP 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 25 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 NYI 1/4 OF SE 1/4, THENCE NORTH TO THE POINT OF BEGINNING. Consultants Planner/Civil EnGmeer: Poulos & Bennett, LLC 2602 Fast Livingston St. Orlando, FL 32803 407.487.2594 mstehh@poLilosandbeflnett.com Surveyor: American Surveying & Mapping, Inc 3191 Maguire Blvd. Suite 200 Orlando, FL 32803 407.426.7979 gturncr@asmcorporate.com Environmental: Modica & Associates, Inc. 302 Mohawk Road Clermont, FL 34715 352394.2000 gaud@modica.cc Landscape Architect: Mills Design Group 30 Windsotmere Way, Suite 300 Oviedo, Fh 32765 corey@tniEdg.com Geoteclucal: Universal Engineering Sciences, Inc. 3532 Maggie Blvd. Orlando, FL 32811 407,423.0504 rkiniakidis@ uni versalenoeering. com (F.K.A. CLIW City of Ocoee, FL :UWP-1E,RMIT ; RZ-18-09-15 PRELI RY LS-2020-005 FINAL LS-2020-016 NO. 2f-U-016, OCU PERMIT NO. 2f-E-007 LESS PARCELS A. B & C DESCRIBED BELOW: A) FROM THE NW CORNER OF THE SE 1/4 OF SEC, 34, TOYNSHIP 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 178.85 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 VIE FEELY 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 NNE 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 NOV 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 "CUMBEE" 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 LOU 1/4 OF SAID SECTION 34, THENCE WEST 840 FEET MORE OR LESS TO ME 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. Utility Companies Potable & Reclaimed Water & Sanitary Sewer: Orange County Utilities 9150 Curn' Ford Rd. Orlando, FL 32825 407.254,9900 Parcel Id. No.: 33-21-28-0000-00-007 33-21-28-0000-00-020 (Portion o� 34-21-28-0000-00-022 Phone: Cable: Century Link Spectrum:` ATTN: Jot' Brittian ATIN: Tracey Domostoy F- 352.326.1410 407,532.8511 �, 1 , joy.brittian@cenmr3-llnk.com trace},,domostoy@charter.com Poi*.°er: cias: 1 Duke Energy Lake Apopka Natural Gas District I ATTN: Mohamed Ghachoui AMI: Everett Holmes 407.938.6611 407,656,2734 defitdt@duke-energy.com eholmes@langd.org 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 R;:. 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 PDT COPY AND ONE CADD COPY DRAWN IN STATE PLANE COORDINATES. Owner/Developer/Applicant: JTD Land at Wynwood, LLC 210 Hangar Rd. Kissimmee, FL 34741 C/O Craig Harris 407.590.0146 charris@jtdlandco.com Phases I & Project Boundary Phases 3 & 4 CO.01 C1.00 C2.00 C2.01 C2.02 C2.10 C2.11 C2.20 C2.30 C3.00 C3.50 CA OIL C4.01 C4.10 C4.13 C4.20 C5.00 C5.01 a -1-0, C5.10 C6.00 C7.00 C8.00 C8.04 C8.08 C8.20 C8.30 C9.00 C9.10 C9.20 C9.30 C9.40 C9.50 C9.60 1 Vicinity Map NOTE: CONSTRUCTION PLANS WERE PREPARED IN 2 Scale: l"=3,OOD' ACCORDANCE WITH THE LATEST MANUAL OF UNIFORM STANDARDS FOR DESIGN, CONSTRUCTION, AND 2 MAINTENANCE FOR STREETS AND HIGHWAYS, FDOT GREEN BOOK, CITY OF OCOEE AND ORANGE COUNTY REGULATIONS 3 AND SPECIFICATIONS. - CO.02 Construction Notes Conditions Of Approval For Wynwood POD Master Site Plan Site Data Title Opinion Stormwater Pollution Prevention Plan Stormwater Pollution Prevention Details Existing Conditions & Demolition Plan Wetland Conservation Plan Typical Roadway Sections & Details - C3.51 Lot Geometry Plan Overall Drainage Plan & Keymap - C4.07 Grading & Drainage Plan - C4.11 Typical Grading Sections - C4.15 General Construction Details - C4.24 Control Structure Details Overall Utility Plan & Keymap - C5.05 Utility Plan Utility Access Road Detail Sheet Utility Asset Tables _ C6.08 Plan & Profile - C7.01 Signage & Striping Plan - C8.03 McCormick Road Intersection Improvements - Demolition Plan - C8.07 McCormick Road Intersection Improvements - Signage & Striping Plan - C8.11 McCormick Road Intersection Improvements -Grading & Drainage Plan - C8.23 McCormick Road Offsite Utility Extension Plan - C8.40 McCormick Road Intersection Improvements Cross Sections City Of Ocoee Construction Details - C9.13 Orange County Utilities Standard Details Standard Potable Water Details Standard Reclaim Water Details Standard Wastewater DetailS _ C9.53 Standard Lift Station Details Lift Station Site Plan Reference Drawings Boundary Survey 6 Topographic Survey Landscape Reference Drawings Data Description 11/16/2020 Submit to City of Ocoee & SJRWMD 1/12/2021 Submit Offsite to Orange County 03/24/2021 Submit to SIRWNID 04/20/2021 Submit to City of Ocoee, Orange County 07/09/2021 Submit to City of Ocoee, Orange County Or • • Or d ® tll & g,§ > a a o • M"�CI1 S1hU LL a _'t4ro a a9q Y.9r a AF r®b�`' C udpiB tlae+" • aJ. il .d.u,da ergn�n uL«rnt„dm m 1 - 2602 E. Livingston St., O$ando, FL 32803 Tel. 407,4872594 -w.poulosandbennett.eom Eng. Bus. No. 28567 MASS GRADING NOTES: 1. THE POLLQ'NING HAS BEEN PREPARED TO PROVIDE GENERAL MASS GRADING AND EARTHWORK RECOMMU RATIONS FOR THE OVERALL PROJECT. THE CUITRACTOR SHOULD REFER TO THE PROJECT PLANS AND GEOTECHNICAL REPORTS FOR ADDITIONAL REQUIREMENTS OR SPECIAL CONDITIONS. _. PRIOR TO PLACING ANY FILL, THE CONTRACTOR 15 RESPONSIBLE FOR STRIPPING AND GRUBBING THE DESIGNATED CONSTRUCTION SITE, REMOVING SUBSURFACE VEGETATION, ROOTS AND OTHER DELETERIOUS MATERIALS. THE STRIPPED AND GRUBBED AREAS SHALL BE INSPECTED AND APPROVED BY THE OWNER'S GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT OF FILL. 3. FOLLOWING SATISFACTORY STRIPPING AND GRUBBING, THE NATURAL ILPLACE SOILS SHALL BE PROOF ROLLED USING A LARGE VIBRATORY ROLLER OR OTHER SUITABLE COMPACTION EQUIPMENT APPROVED BY THE OWNER'S GEOTECHNICAL ENGINEER. THE NATURAL SURFACE SOILS SHALL HE COMPACTED TO A FIRM AND UNYIELDING CONDITION AND TO A MINIMUM DENSITY EQUIVALENT TO 95 PERCENT OF THE MODIFIED PROCTOR MAXIMUM DRY' DENSITY (ASTM D-1557), YIELDING OR IT NSl11TABLE SOILS SHALL BE REMOVED AND REPLACED WITH COMPACTED FILL AS DISCUSSED BELOW, C THE CONTRACTOR 15 RESPONSIBLE FOR PLACING AND COMPACTING ALL FILL TO A FIRM AND UNYIELDING CONDITION. PRIOR TO BEGINNING COMPACTION, SOIL MOISTURE CONDITIONING OF THE FILL MAY BE REQUIRED, SOIL MOISTURE CONTENTS SHALL BE CONTROLLED TO FACILITATE PROPER COMPACTION. A MOISTURE CONTENT WITHIN THREE PERCENTAGE POINTS OF THE OPTIMUM INDICATED BY THE MODIFIED PROCTOR TEST IASTM D-1557) IS RECOMMENDED PRIOR TO COMPACTION OF THE FILL. FILL GENERATED FROM ON -SITE WILL NEED TO BE DRIED TO THE MOISTURE CONTENTS NOTED ABOVE TO FACILITATE COMPACTION. FILL SHALL BE PLACED IN MAXIMUM ONE -FOOT LIFTS (LOOSE THICKNESS) AND SHALL BE COMPACTED TO A MINIMUM INPLACE DENSITY EQUIVALENT TO 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY VALUE (ASTM D-1557) FOR THE FILL MATERIAL BEING PLACED, DENSITY TESTS SHALL BE PERFORMED ON EACH LIFT TO CONFIRM THE REQUIRED COMPACTION IS BEING ACHIEVED, A MINIMUM OF ONE TEST PER MEHL, SQUARE FEET SHALL BE PERFORMED ON EACH LIFT OF FILL, 5. FILL MATERIAL USED FOR MASS GRADING SHALL CONSIST OF FINE TO MEDIUM SAID WITH LESS THAN 12 PERCENT FINES PASSING THE NO. 200 SIEVE AND BE FREE OF RUBBLE, ORGANICS, CLAY, DEBRIS, ACCOUTER UISU[TABLE MATERIAL, IN GENERAL, THE FILL MATERIAL GENERATED FROM THE ON -SITE PONDS COMPRISE RELATIVELY CLEAN TO SLIGHTLY SILTY FINE SANDS GRADING SILTY TO CLAYEY IN COMPOSITION WITH DEPTH (VARIES). IT 15 RECOMMENDED THAT THE DEEPER MORE SILTY/CLAY'EY SOILS (I.E. GREATER THAN 12 PERCENT FINES) WILL NEED TO FIRST BE EXCAVATED AND STOCKPILED IN ORDER TO DRY TO THE MOISTURE CONDITION, IT IS RECOMMENDED THAT THESE MATERIALS BE EVALUATED AND APPROVED BY THE OWNERS GEOTECHNICAL ENGINEER PRIOR TO THEIR INTENDED USE. IN GENERAL, IT 15 RECOMMENDED THAT THIS MATERIAL BE USED IN AREAS WHERE IT CAN BE PLACED AT LEAST 3 FEET BELOW ANTICIPATED FINISHED GRADES. 6. ALLOWABLE TOLERANCES FOR FINISHED GRADES SHALL BE 0 FEET BELOW AND 02 FEET ABOVE THE GRADES INDICATED ON THE MASS GRADING DRAWINGS, OWNER RESERVES THE RIGHT TO MODIFY FINAL FILL ELEVATIONS PRIOR TO COMPLETION OF FILL PLACEMENT. A. TEMPORARY SEEDING AREAS OPENED BY CONSTRUCTION OPERATIONS AND WHICH HAVE THE POTENTIAL TO CAUSE TURBIDITY OFFICER OR IN ANY UPLAND WETLAND PROTECTION AREA AND THAT ARE NOT ANTICIPATED TO BE DRESSED AND RECEIVE FINAL GRASSING TREATMENT WITHIN THIRTY OAKS SHALL BE SEEDED 'NITH A QUICK GROWING GRASS SPECIES WHICH WILL PROVIDE AN EARLY COVER DURING THE SEASON IN WHICH IT IS PLANTED, AND WILL NOT LATER COMPETE WITH THE PERMANENT GRASSING. THE RATE OF SEEDING SHALL BE 30 POUNDS PER ACRE, B, TEMPORARY SEEDING AND MULCHING SLOPES STEEPER THAN 6:1 THAT FALL WITHIN THE CATEGORY ESTABLISHED ABOVE SHALL ADDITIONALLY RECEIVE MULCHING OF APPROXIMATELY 2 INCHES LOOSE MEASURE OF MULCH MATERIAL CUT INTO THE SOIL OF THE SEEDED AREA TO A DEPTH OF 4INCHES, C. TEMPORARYGRASSING THE SEEDED OR THE SEEDED AND MULCHED AREA(S) SHALL BE ROLLED AND WATERED AS REQUIRED TO ASSURE THE ESTABLISH NI BUT OF GOOD GRASS COVER. 0. TEMPORARY REGRASSING IF, AFTER FOURTEEN -DAYS, THE TEMPORARY GRASSED AREAS HAVE HOT ATTAINED A MINIMUM OF 75% GOOD GRASS COVER, THE AREA WILL BE REWORKED AND ADDITIONAL SEED APPLIED SUFOCIEfIT TO ESTABLISH THE DESIRED VEGETATION COVER. E. PERMANENTSEEDING ALL AREAS, 'WHICH HAVE BEEN DISTURBED BY THE CONSTRUCTION WILL, AS A MINIMUM, BE SEEDED. SEED SHALL HAVE MINIMUM 90%, PURITY AND 95'6 GERMINATION AS INDICATED ON LABEL. IF NECESSARY, THE APPLICATION OF AMENDMENTS, SUCH AS DOLOMITIC LIMESTONE WILL BE USED TO CORRECT THE PH FACTOR TO WITHIN THE LIMITS OF 6.0-7.0, GENERAL NOTES: 1 IT WILL BE THE RESPONSIBILITY OF THE CONTRACTORI5) TO ENSURE THAT ALL REQUIRED PERMITS ARE OBTAINED AND ARE IN HAND AT THE JOB SITE PRIOR TOME COMMENCEMENT OF CONSTRUCTION. CONTRACTOR SHALL ABIDE BY ALL CONDITIONS CONTAINED THEREIN. PERMITS INCLUDED (BUT NOT NECESSARILY LIMITED TO) ARE: -WATER MANAGEMENTOISTRICT CONSUMPTIVE USE (WATER USE CUP) -WATER MANAGEMENT DISTRICT ENVIRONMENTAL RESOURCE PERMIT (ERP) -ACRE -FDEP WATER DISTRIBUTION -FDEP SANITARY SEWER COLLECTION AND TRANSMISSION -FDEP REUSE -FDEP DREDGE AND FILL -LOCAL RIGHT OF WAY USE -LOCAL UNDERGROUND UTILITIES -FLORIDA FISH AND WILDLIFE CONSERVATION COMMISSION TORTOISE INCIDENTAL TAKE 2. CONTRACTOR IS ADVISED THAT THE UNITED STATES ENVIRONMENTAL PROTECTION AGENCY REQUIRES THAT OPERATORS FILE A NOTICE OF INTENT (NOI) FOR STORMWATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY UNDER THE CEDES GENERAL PERMIT PRIOR TO BEGINNING WORK. IT 15 CONTRACTOR'S SOLE RESPONSIBILITY TO OBTAIN SAME A COPY SHALL BE SENT TO OWNER 3. FLORIDA LAW (F.S. 553.851) PROTECTION OF UNDERGROUND PIPELINES MANDATES THAT "NO EXCAVATOR SHALL COMMENCE OR PERFORM ANY EXCAVATION IN ANY PUBLIC OR PRIVATE STREET, ALLEY, RIGHT -OF WAY DEDICATED TO THE PUBLIC USE, OR GAS UTILITYEASEMENT WITHOUT FIRST OBTAINING INFORMATION CONCERNING THE POSSIBLE LOCATION OF FAX PIPELINES IN THE AREA OF THE PROPOSED EXCAVATION." THIS INCLUDES ANY OPERATION UTIL17JNC HAND TOOLS OR POWER TOOLS WHICH MOVES OR REMOVES ANY STRUCTURE, EARTH, ROCK, OR OTHER MASS OF MATERIAL BY SUCH METHODS AS GIGGING, BACKFILLING, DEMOLITION, GRADING, DITCHING, DRILLING, BORING AND CABLE PLOWING, THE EXCAVATOR MUST NOTIFY THE GAS UTILITY A MINIMUM OF 48 HOURS AND A MAXIMUM OF 5 DAYS PRIOR TO EXCAVATING (EXCLUDING SATJRDAYS, SUNDAYS, AND LEGAL HOLIDAY'S). 4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO SECURE THE PROJECT SITE DURING CONSTRUCTION TO PREVENT TRESPASSING OF UNAUTHORIZED PEDESTRIANS ANO/OR VEHICLES IN ALL WORK AREAS. THE CONTRACTOR SHALL POST SIGNS, CONSTRUCT BARRIERS OR IMPLEMENT OTHER METHODS NECESSARY TO CONTROL ACCESS. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR TRESPASSING ON THE CONSTRUCTION SITE OR DAMAGES TO ANY WORK RELATED THERETO. 5 CONTRACTOR SHALL NOTIFY ALL APPROPRIATE UTILITY COMPANIES OF PROPOSED START OF WORK IN ACCORDANCE WITH THEIR STANDARD REQUIREMENTS; If BUT NOT LIMITED TO `HATER, RECLAIMED WATER, SEWER, POWER, TELEPHONE, GAS AND CABLE TV COMPANIES, 6. PRIOR TO COMMENCEMENT, CONTRACTOR SHALL PROVIDE POULOS & SENNETF WITH CONSTRUCTION SCHEDULE FOR VARIOUS SITE WORK ELEMENTS SO THAT PERIODIC SITE VISITS MAY BE COORDINATED TO ENSURE TIMELY CERTIFICATION OF COMPLETION TO AGENCIES AND AVOID DECAYS IN ISSUANCE OF CERTIFICATES OF OCCUPANCY/COMPLETION. 7. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH THE LATEST STANDARDS OF ALL APPLICABLE AGENCIES AT THE TIME OF CONSTRUCTION. B EXISTING UTILITIES HAVE BEEN FIELD VERIFIED BY OTHERS AT AREAS OF CONNECTION AND AREAS OF CONFLICT AS SHOWN ON THE PLANS THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD RE -VERIFICATION OF SIZE ADD LOCATION OF ALL EXISTING UTILITIES AND RELATED CONSTRUCTION PRIOR TO COMMENCEMENT OF WORK. SHALL THE CONTRACTOR OBSERVE ANY DEVIATIONS FROM WHAT 15 SHOWN ON THE PLANS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF SAID PRIOR TO COMMENCEMENT OF WORK. ANY WORK THAT MUST BE REDONE DUE TO FAILURE OF CONTRACTOR TO NOTIFY THE ENGINEER OF DEVIATIONS PRIOR TO CONSTRUCTION WILL BE AT THE CONTRACTORS SOLE EXPENSE. 9, ANY DIFFERING SITE CONDITIONS FROM THAT WHICH IS REPRESENTED HEREON, WHETHER ABOVE, ON OR BELOW THE SURFACE OF THE GROUND, SHALL BE BROUGHT TO THE IMMEDIATE ATTENTIO11 OF THE ENGINEER AND OWNER IN WRITING. NO CINIM FOR EXPENSES INCURRED BY THE CONTRACTOR DUE TO DIFFERING SITE CONDITIONS WILL BE ALLOWED IF CONTRACTOR FAILS TO PROVIDE THE REQUIRED WRITTEN NOTIFICATION OF SUCH CONDITIONS FOR REVIEW BY THE ENGINEER AND OWNER, 10, AS PART OF THE CLEARING AND GRUBBING OPERATION, THE CONTRACTOR IS TO REMOVE ALL FENCING AND/OR EXISTING FACILITIES FROM THE SITE. CONTRACTOR 15 RESPONSIBLE FOR CONDUCTING SITE VISIT TO UNDERSTAND THE EXISTING CONDITIONS OF THE SITE. IF REMOVAL OF EXISTING FACILITIES 15 NOT INCLUDED IN THE BASE BID, THEN IT SHALL BE SPECIFICALLY IDENTIFIED. 11. CONTRACTOR SHALL PROTECT ONSH1 AND ADJACENT WETLANDS AND ALL ADJACENT PROPERTIES FROM DAMAGE BY SEDIMENTATION OR OTHER POTENTIAL CONSTRUCTION RELATED CAUSES. 12. IF AN EAGLE MANAGEMENT PLAN HAS BEEN FILED AND APPROVED BY FLORIDA GAME AND FRESHWATER FISH COMMISSION AND THE U.S. DEPARTMENT OF THE INTERIOR FISH AND WILDLIFE SERVICE, THEN THE CONTRACTOR SHALL ABIDE BY THE PERMIT. 13. MAINTAIN NIININIUM 3' COVER OVER PROPOSED GRAVITY SANITARY, FORCE NIAIN, WATER AND REUSE LINES, UNLESS OTHERWISE NOTED. 14. CONCRETE SIDEWALKS (AS SPECIFIED BY APPROPRIATE ROADWAY SECTION) ADJACENT TO ALL LOTS TO BE INSTALLED BY HOME BUILDER, 5IDEWALYS ADJACENT TO PONDS, PARKS, AND OPEN SPACE, AS SHOWN ON PLANS, ARE TO BE CONSTRUCTED WITH INFRASTRUCTURE. ALL POND ACCESS TRACT SIDEWALK SHALL BE 6' MINIMUM. 15, 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 PER CHAPTER 16, NERVY 12012 EDITION (FFPC 2012 EDITION) 16. ALL RECOMMENDATIONS ADD REQUI REGENTS OF INSPECTION PERSONNEL OTHER THAN OWNER'S SHALL BE REPORTED TO ENGINEER/OWNER/OWNERS REPRESENTATIVE PRIOR TO IMPLEMENTATION. COMPENSATION `NILL NOT BE ALLOWED FOR WORK WHICH IS NOT AUTHORIZED BY ENGINEER/OWNS. 17, CON TRACTOR SHALL BE EXTREMELY CAUTIOUS WHEN WORKING NEAR TREES WHICH ARE TO BE SAVED, WHETHER SHOWN IN THE PLANS OR DESIGNATED IN THE FIELD. CONTRACTOR SHALL BECOME FAMILIAR WITH AND CONFORM WITH ALL TREE PROTECTION/PRESERVATION PROVISIONS OF THE CONTRACT DOCUMENTS AMID LOCAL GOVERNMENT, CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACEMENT AND MITIGATION COSTS FOR ANY TREES REMOVED THAT WERE DESIGNATED TO BE PRESERVED. 10. ALL WORK SHALL BE OPEN TO AND SUBJECT TO INSPECTION BY AUTHORIZED PERSONNEL OF THE CITY, COUNTY, OWNER, INVOLVED UTILITY COMPANIES, PROJECT ENGINEER AID REGULATORY AGENCIES. 19. CONTRACTOR SHALL CONFIRM COMPATIBILITY OF PIPE SLOPES AND INVERTS DURING SHOP DRAWING AND MATERIALS ORDERING PHASE OF PROJECT AND ADVISE ENGINEER OF ANY DISCREPANCIES, 20, NO EXISTING MATERIAL SHALL BE USED IN NEW CONSTRUCTION UNLESS APPROVED DURING THE SHOP DRAWING APPROVAL PROCESS OR A APPROVED BY ENGINEER/OWNERIN WRITING, 21. ALL FDOT DESIGN INDICES ARE HEREBY INCORPORATED AS PLAN REFERENCES HEREIN. CONTRACTOR IS RESPONSIBLE FOR OBTAINING COMPLETE COPIES OF ALL APPLICA➢LE INDEX DRAWINGS AND CONSTRUCTING ALL WORKS IN CONFORMANCE WITH THE FOOT ROADWAY AND TRAFFIC DESIGN STANDARDS, CURRENT EDITION, 22, CONTRACTOR SHALL STAKE ALL IMPROVEMENTS USING THE PLAT AND ROAD CENTERLINE GEOMETRY. CONTRACTOR SHALL CONFIRM WITH THE ENGINEER THAT THE PLAT 15 CURRENT PRIOR TO CONSTRUCTION, IT 15 THE CONTRACTOR'S SOLE RESPONSIBILITY TO COMPLETELY STAKE AND CHECK ALL IMPROVEMENTS TO ENSURE ADEQUATE POSITIONING, BOTH HORIZONTAL AND VERTICAL, INCLUDING MINIMUM BUILDING SETBACKS PRIOR TO THE INSTALLATION OF ANY IMPROVEMENT. 23. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL EXISTING SURVEY MONUMENTATION. DISTURBED MONUMENTATION SHALL HE RESTORED BY A FLORIDA-LICENSED LAND SURVEYOR SELECTED BY THE OWNER AT CONTRACTOR'S EXPENSE 24. IMMEDIATELY AT ONSET OF CON51FRUCTION, CONTRACTOR SHALL FIELD VERIFY HORIZONTAL AND VERTICAL LOCATIONS OF ALL EXISTING UTILITIES CRITICAL TO COMPLETING THE PROJECT (INCLUDING WATER, REUSE, SEWER, POWER, TELEPHONE, GAS, AND CABLE TV) AID SHALL EVALUATE POTENTIAL CONFLICTS, ALL SUCH CONFLICTS SHALL BE REPORTED TO ENGINEER/OWNER IMMEDIATELY UPON DISCOVERY. 25. CONTRACTOR SHALL INSTRUCT THE GEOTECHNICAL TESTING LABORATORY PROVIDING CONSTRUCTION TESTING TO PROVIDE POULOS & SENNETT WITH COPIES OF ALL SITE -WORK TEST REPORTS AS THEY ARE GENERATED. CONTRACTOR SHALL MAINTAIN THE ftESPON51B1UTY OF CONSTRUCTING THE PROJECT IN STRICT ACCORDANCE WITH THE PROJECT PLANS, SPECIFICATIONS AND REQUIREMENTS, RECEIPT OF COPIES OF GEOTECHNICAL REPORTS BY POULOS & BENNETT IN NO WAY OBLIGATES POULOS & BENNETT TO ANY REVIEW, COMMENTS OR ACTIONS REGARDING THE WORK. EROSION CONTROL NOTES: 1, DURING CONSTRUCTION, THE CONTRACTOR SHALL TAKE ALL REASONABLE MEASURES TO ENSURE AGAINST POLLUTING, SILTING OR DISTURBING TO SUCH AN EXTENT AS TO CAUSE All INCREASE IN TURBIDITY TO THE EX15TING SURFACE WATERS. SUCH MEASURES MAY INCLUDE, BUT NOT LIMITED TO, CONSTRUCTION OF TEMPORARY EROSION CONTROL STRUCTURES, SUCH AS SLOW ENT BASINS, SEDIMENT CHECKS, OR SILT BARRIERS. 2, SODDING OF DETENTION PONDS SHALL BE ACCOMPLISHED WITHIN SEVEN (7) DAYS FOLLOWING COMPILE 11011 OF GRADING TO MINIMIZE EROSION POTENTIAL, 3. AT A MINIMUM, THE RETENTION/DETENTION STORAGE AREA 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 AREA 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 EPA, W M.D, AND OTY/COUNTY EROSION PROTECTION STANDARDS. CONTRACTOR IS ULTIMATELY RESPONSIBLE FOR ALL EROSION CONTROL COSTS IfICLUDING ANY COSTS ASSOCIATED WITH COMPLIANCE ISSUES AND ENFORCEMENT ACTIONS 5. 2STRIP OF SOD SHALL BE PLACED BEHIND BACK OF CURB. v. ALL PERMANENT EROSION CONTROL MEASURES SHALL BE COMPLETED WITHIN 7 DAYS OF FINAL GRADING, ALL TEMPORARY EROSION CONTROL SHALL BE MAINTAINED UNTIL PERMANENT MEASURES ARE COMPLETED AND ESTABLISHED 7, ALL EROSION CONTROL MEASURES SHALL BE IN ACCORDANCE WITH NPDES REQUIREMENTS, 8, CONTRACTOR SHALL REMAIN RESPONSIBLE FOR OPERATION AND MAINTENANCE OF POLLUTION PROTECTION MEASURES UNTTL CONSTRUCTION HAS BEEN COMPLETED IN SUBSTANTIAL CONFORMANCE WITH THE CONTRACT PLANS AND CERTIFIED AS SUCH BY POULOS & FENNELL, WHETHER OR NOT CONTRACTOR HAS SUBMITTED A NOTICE OF TERMINATION INOT) TO FDEP. SURVEY AND CONTROL: 1 BOUNDARY & ALTA SURVEY SURVEYOR: AMERICAN SURVEYING & MAPPING INC. DRAINING: BOUNDARYSURVEY OF CLRM DATED: 12/11/18 REVISION DATE: 12/17/18 2. SPECIFIC PURPOSE SURVEY: TREE SURVEY SURVEYOR: AMERICAN SURVEYING & MAPPING INC. CLAWING TREE SURVEY OF CLRM DATED'I/8/2E20 REVISION DATE: N/A 3. EXISTING TOPOGRAPHY AND CONTOURS BASED ON THE FOLLOWING: SURVEYOR: AMERICAN SURVEYING & MAPPING INC. DRAWING NO,: TOPOGRAPHIC SURVEY OF CLRM DATED: 12/19/19 REVISION DATE: 06/15/20 4. SPECIFIC PURPOSE SURVEY: WETLAND SURVEY SURVEYOR: AMERICAN SURVE't RIG & MAPPING INC. DRAWING: SPECIFIC PURPOSE SURVEY OF CLRM DATED: 3/5/2020 REVISION DATE: N/A 5_ BENCHMARK LOCATION AND ELEVATION ARE AS REPRESENTED BY SURVEYOR AT THE TIME OF THE SURVEY. CONTRACTOR SHALL VERIFY ITS CORRECTNESS AT TIME OF CONSTRUCTION. SITE TEMPORARY VERTICAL BENCHMARK Nl: DESCRIPTION: BM A-1571 003 LOCATION: INTERSECTION[ OF EAMON ROAD & MCCORMICK ROAD ELEVATION: 79.33 INAVD 881 SITE TEMPORARY VERTICAL BENCHMARK N2: DESCRIPTION', MF L IRC 7194 LOCATION: EAST BOUNDARY OF PROPERTY ON ROW NEXT TO CLARCONA ROAD ELEVATION: 84.711 OWD 86) PAVING. GRAINAGE AND GRADING 1. THE CONTRACTOR SHALL INSTAL, AS PART OF THE INFRASTRUCTURE AND PRIOR TO CERTIFICATE OF COMPLETION, DROP CURBS AND HANDICAP RAMPS AT ALL INTERSECTIONS OF SIDEWALK WITH THE PROPOSED PAVEMENT TO MEET STATE OF FLORIDA ACCESSIBILITY CODE AND FEDERAL AD.A REOUIREMENTS. 2. CONTRACTOR 15 RESPONSIBLE FOR OBTAINING FDEP GENERIC PERMIT FOR THE DISCHARGE OF PRODUCED GROUND WATER FROM ANY NON -CONTAMINATED SITE ACTIVITY IN ACCORDANCE OF FLORIDA ADMINISTRATIVE CODE 62-621300 (2), 62-620, AND FLORIDASTATUTEE CHAPTER A03. 3. DURING CONSTRUCTION, THE GEOTECHNICAL ENGINEER PROVIDING PROJECT TESTING SHALL MONITOR CONSTRUCTION CONDITIONS AND PROVIDE RECOMMENDATIONS FOR ADDITIONAL ROADWAY UNDERDRAINS AS NEEDED. ENGINEER SHALL BE NOTIFIED OF AN'Y SUCH RECOMMENDATIONS. 4. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL FIELD STAKE AND ROPE OFF CONSERVATION AREA LINES. OWNER RESERVES THE RIGHT TO CHECK THE STAKING AND HOPING AND REQUIRE IT TO BE RELOCATED IF NECESSARY. It SHALL REMAIN IN PLACE UNTIL ADJACENT CONSTRUCTION[ IS COMPLETE. 5, ALL SIGNAGE, PAVEMENT MARKING AND TRAFFIC CONTROL DE`/ICES SHALL BE IN ACCORDANCE WITH F007 -DESIGN STANDARDS" AND MWA'MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES; LATEST EDITIONS, 6, REGULATORY SIGNS (STOP, ETC.] SHALL BE IN PLACE PRIOR TO FINAL INSPECTION OF PAVING AND DRAINAGE IMPROVEMENTS. UNLESS SIGNAGE IS PROVIDED BY THE MUNICIPALITY, 7, PIPE LENGTHS SHOWN REPRESENT SCALED DISTANCE BETWEEN CENTERLINES OF DRAINAGE STRUCTURES AND FROM INVERTS OF ENOWALLS AND/Oft MITERED END SECTIONS. BIDDERS SHALL ADJUST FOR PIPE LENGTHS WHEN BIDDING MITERED END SECTIONS, B. CONTRACTOR SHALL NOT COMPACT, STABILIZE, OR CONSTRUCT BASE COURSE WITHIN LANDSCAPE ISLAN CS, TRACTS OR MEDIANS. 'W HERE SDCH TREATMENT DOES OCCUR, IT SHALL BE REMOVED AND REPLACED WITH SUITABLE PLANTING SOILS ACCEPTABLE TO OWNER'S LANDSCAPE ARCHITECT. 9, ALL PAVEMENT RETURN RADII SHALL BE 25' AND MEASURED FROM THE INTERFACE TO THE CONCRETE CURB AND PAVEMENT SURFACE UNLESS OTHERWISE NOTED. 10, 51TE GRADING, PAVING AND DRAINAGE MATERIALS AND CONSTRUCTION SHALL CONFORM TO FOOT STANDARD SPECIFICATIONS FOR ROAD MID BRIDGE CONSTRUCTION, LATEST EDITION (AND TO CITY OF OCOEE STANDARD SPECIFICATIONS. 11, STORM DRAINS SHALL BE REINFORCED CONCRETE PIPE, PER ASTM C-76 CLASS III, UNLESS OTHERWISE SPECIFIED UPON APPROVAL OF THE ENGINEER. METING HOLES ARE PROHIBITED, CONTRACTOR MAY USE PP AS ALTERNATE, UPON APPROVAL OF THE ENGINEER. 12. AS AN ALTERNATE IF ALLOWED BY LOCAL GOVERNMENT, 4" TO 48" PIP E5 CAN BE ADS HDPE N-12 SMOOTH INTERIOR POLYETHYLENE PIPE, PIPES AND FITTINGS SHALL BE MADE OF VIRGIN PE COMPOUNDS WHICH CONFORM TO THE REQUIREMENTS OF CELL CLASS 324420C AS DEFINED AND DESCRIBED IN ASTM BE350- 13, HOPE FITTINGS SHALL NOT REDUCE OR IMPAIR THE OVERALL INTEGRITY OR FUNCTION OF THE PIPE LINE. FITTINGS MAY BE EITHER MOLDED OR FABRICATED. THE FITTINGS MAY BE INSTALLED B'Y VARIOUS METHODS, SUCH AS SNAP -ON, SCREW ON, BELL AND SPIGOT, AND WRAP AROUND. COUPLINGS 5HALL PROVIDE SUFFICIENT LONGITUDINAL STRENGTH TO PRESERVE PIPE ALIGNMENT AND PREVENT SEPARATION AT THE JOINTS. ONLY FITTINGS SUPPLIED OR RECOMMENDED BY THE PIPE MANUFACTURER SHALL BE USED. WHERE DESIGNATED ON THE PLANS, OR AS DIRECTED BY' THE ENGINEER IN THE FIELD, A NEOPRENE OR RUBBER GASKET SHALL BE SUPPLIED. 14, INSTALLATION OF THE HOPE PIPE SHALL BE IN ACCORDANCE WITH THE ATM RECOMMENDED PRACTICE 02321 MID MANUFACTURER E RECOMMENDATIONS. 15. Ur I DERDRAIN SHALL BE HEAVY-DUTY CORRUGATED POLYETHLENE PIPE WITH FACTORY -INSTALLED FILTER FABRIC AS MANUFACTURED BY ADVANCED DRAINAGE SYSTEMS (ADS(, OR APPROVED EQUAL 16. UNDEREPAIN DISCHARGE PIPE SHALL BE PVC PER ASTM D3034 SDR 35 WITH ELATOMEEC JOINTS, NON -PERFORATED. 17, YARD DRAINS SHALL BE NYOPLAST ALINE DRAINS AND DRAIN BASINS AS APPLICABLE WITH CAST IRON GRATES AND WATERTIGHT ADAPTER CONNECTIONS (OR APPROVED EQUAL). 18, YARD DRAIN PIPING: PVC CONFORMING TO ASTM D3034, SCHER SHALL BE USED FOR ALL PIPE RUNS IN WHICH ANY PART LIES UNDER PAVED AREAS. SAID PVC OR HEAVY DUTY CORRUGATED POLYETHYLENE MAY BE USED FOR ALL OTHER RUNS MATERIAL SH FCTION SHAI t. BE CONSISTENT THROUGHOUT THE PROJECT. 19, DITCH BOTTOM AND CONTROL STRUCTURE INLET GRATES SHALL BE SECURED `NITH CHAIN AND EYEBOLT, 20. FIVE 15) FEET OF SOD IS REQUIRED AROUND ALL DITCH BOTTOM INLETS, MANHOLES, HEADWALLS AND MITERED END SECTIONS, SK THE OMITS OF THE POND TRACTS SHALL BE SODDED FROM TRACT LIMITS TO 2' BELOW! NCL IN THE CASE OF CRY BOTTOM PONDS, THE BOTTOM WILL BE SEEDED AND MULCHED UNLESS OTHERWISE SPECIFIED. 12- BLUE REFLECTIVE PAVEMENT MARKERS FOR ALL FIRE HYDRANTSSHALL BE PLACED IN THE CENTER OF THE NEAREST TRAVELED LANE TO NI ARK THEIR LOCATIONS. 23, CONCRETE SIDEWALKS CAS SPECIFIED BY APPROPRIATE ROADWAY SECTION) ADJACENT TO ALL LOTS TO BE INSTALLED BY HOME BUILDER, SIDEWALKS ADJACENT TO PONDS, PARKS, AND OPEN SPACE, AS WELL AS TRACT ACCESS APRONS AS SHOWN ON PLANS, ARE TO BE CONSTR UCTEO WITH INFRASTRUCTURE. 24. TOP ELEVATIONS OF MANHOLES IN GRASSED AREAS SHALL BE AT MINIMUM 4 INCHES ABOVE FINISH GRADE. 25. MINIMUM LONGITUDINAL SLOPE OF CURB SHALL BE 0,30% UNLESS SPECIFIED OTHERWISE. 26_ IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE DOCUMENTATION, FOR ADS STORM PIPE, FROM THE PIPE MANUFACTURER CONFIRMING THAT SUFFICIENT COVER HAS BEEN PROVIDED TO PREVENT FLOTATION. IN THE EVENT THAT ADEQUATE COVER 15 NOT PROVIDED, IT IS THE CONTRACTOR 5 RESPONSIBILITY TO OBTAIN DESIGN AND CONSTRUCTION SPECIFICATIONS FROM THE MANUFACTURER, FOR THE ADS PIPE ANCHORING SYSTEM. IF ADS STORM PIPE 15 USED THEN MITERED END SECTIONS (MES) MAY BE SUBSTITUTED FOR FLARED ENO SECTIONS (FES) AT PIPE RUN TERMINATIONS. 27, CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING PROPER TRAFFIC MAINTENANCE AID CONTROLS IN ACCORDANCE WITH REGULATORY STANDARDS. WHERE ATRAFFIC MAINTENANCE PLAN IS REQUIRED, THE CONTRACTOR SHALL HAVE THE PLANPREPARED BY AN FOOT CERTIFIED DESIGNER AND SUBMIT THE PLAN FOR APPROVAL, 23. GEOTECHNICAL SERVICES HAVE BEEN PROVIDED AS REFERENCED BELOW. GE OF CLINICAL RECOMMENDATIONS ARE NOT THE RESPONSIBILITY OF POUR LOS & PURNELL. POULOS & BENNETT HAS RELIED ON THE BELOW REFERENCED GEOTECHNICAL REPORTS) IN PREPARATION OF THE DRAWINGS. ANY CONFLICT BETWEEN INFORMATION WITHIN THE REPORT AND THESE DRAWINGS SHALL BE REPORTED TO ENGINEER/OWNER. POULOS & BENNETT ASSUMES NO RESPONSIBILITY FOR THE CORRECTNESS, COMPLETENESS OR ACCURACY OF GEOTECHNICAL INFORMATION. GEOTECHNICAL ENGINEER: UNIVERSAL ENGINEERING SCIENCES USE REPORT NO, 1736SOI NANUARY14,2020) BORING LOCATIONS PLAN (DECENIBER20,20191 FOR POND UNDERCUTTING RECOMMENDATIONS, CONTRACTOR SHALL REFER TO UES REPORT NO. 1815585, DATED NOVEMBER 3, 2020. 30, CONTRACTOR IS RESPONSIBLE FOR GRADING ALL PAVEMENTS TO DRAIN POSITIVELY, INTERSECTIONS SHALL BE TRANSI T IONED TO PROVIDE A SMOOTH DRIVING SURFACE WHILE MAINTAINING POSITIVE DRAINAGE. SHALL AREAS OF POOR DRAINAGE BE OBSERVED, CONTRACTOR SHALL NOTIFY THE ENGINEER PRIOR TO PLACEMENT OF CURBS OR PAVEMENT COURSES, SD THAT RECOMMUMATIONS FOR CORRECTION MAY BE MADE. 31. FINISHED FLOOR ELEVATION IS TYPICALLY 61NCHES ABOVE DESIGN FINISHED GRADE AT OUTSIDE PERIMETER OF BUILDINGS EXCEPT AT ENTRIES AND WHERE OTHERWISE SHOWN. 32. 100-YEAR FLOOD ELEVATIONS SHOWN HEREIN ARE DERIVED FROM (FEMA/FLOOD INSURANCE RATE MAP OF CITY OF OCOEE, OF, COMMUNITY PANEL 12095CO210F, DATED C9/25/2009) 33, ALL DISTURBED CITY AND COUNTY RIGHTS OF WAY SHALL BE RESTORED. SOD SHALL BE PLACED FROM EDGE OF PAVEMENT TO THE TOE OF BANK AND ALL AREAS SHALL MATCH OR EXCEED PRECONSTRUCTION CONDITIONS. 34, FINISHED FLOOR ELEVATIONS ARE MINIMUM ELEVATIONS REQUIRED TO SATISFY DRAINAGE AND/OR 100-YEAR FLOODPLAIN REQUIREMENTS. PAD ELEVATIONS, IMMEDIATELY OUTSIDE OF BUILDING WALLS SHALL BE NO MORE THAN 8 INCHES BELOW THE FINISHED FLOOR ELEVATIONS SHOWN. 35, ALL OFF -SITE DISTURBED AREAS SHALL BE RESTORED TO PRE CONSTRUCTION CONDITION, OR BETTER. OVER-EXCAVATIONO RETENTION BASINS SHALL NOT BE ALLOWED UNLESS 36. SPECIFICALLY f SPECIFICALLY AUTHORIZED BY EN GINEER. SHALL UNAUTHORIZED OVER EXCAVATION OCCUR, IT SHALL BE BACKFILLEDLED, REGRADED, ftE50D0ED AND/OAS RESEEDED AS REQUIRED BY OWNER AT CONTRACTOR'S EXPENSE TO OWNER'S SPECIFICATIONS. 37. CONTRACTOR SHALL REMOVE ALL MUCK DEPOSITS IN CONSTRUCTION AREAS AND AREAS TO BE FILLED, SEE GEOTECHNICAL REPORT. 38. ENGINEER RESERVES THE RIGHT TO WITHHOLD AUTHORIZATION FOR PAYMENT FOR ANY ROADWORK WHICH HAS NOT BEEN TESTED BY A FLORIDA-REGISTERED GEOTECHNICAL ENGINEER AND REPORTED TO CONFORM TO PROJECT SPECIFICATIONS. 39. ROAD GRADING AND CONSTRUCTION SHALL INCLUDE BRINGING AL)' UTILITY EASEMENTS, AS SHOWN OR NOTED ON THE PLAT OR CONSTRUCTION DRAWINGS, ADJACENT TO THE RIGHT -OF WAY LINE TO WITHIN 6 INCHES OF FINAL DESIGN GRADE. LOT GRADING REQUIREMENT MAY BE MORE STRINGENT 40. INLETS WHICH ARE GRAPHICALLY SHOWN ON LOT LINES AND NOT OTHERWISE LOCATED BY STATIONING SHALL BE LOCATED SUCH THAT THE CENTERLINE OF THE INLET TOP IS ALIGNED WITH THE LOT LINE. 41. DRAINAGE MANHOLES AND INLETS (NOT INCLUDING CONTROL STRUCTURES) IN THE PLANS ARE IDENTIFIED BY TOP TYPE DUTY. CONTRACTOR SHALL PROVIDE STANDARD DITCH BOTTOM INLET, 1 OR P STRUCTURE BOTTOMS, SIZED AS REQUIRED TO ACCOMMODATE PIPE SIZES AND ORIENTATIONS SHOWN. SHOP DRAWINGS SHALL BE SUBMITTED WHICH CLEARLY' REPRESENT SUCH DATA, 42. RETAINING WALL DESIGN BY OTHERS EXCEPT AS LISTED, 43. NEW PIPES SHALL BE CONNECTED TO EXISTING PIPES AT AN EXISTING FACTORY MADE JOINT, REMOVE PARTIAL PIPES IF AND AS NEEDED. 44. CONTRACTOR SHALL STABILIZE AND PROTECT ALL END WALL, MITERED END SECTION, FLARED END SECTION, ETC. STRUCTURES THROUGHOUT THE PROJECT UNTIL THE BANK SLOPES OF THE RECEIVING WATER BODY ARE STABILIZED AND ACCEPTED BY OWNER. 45. CONTRACTOR/810DER SHALL OBSERVE OFFSITE ROADWAYS FOR FRICTION COURSE REMOVAL AND RESTORATION REQUIREMENTS AND FOR LEVELING COURSE REQUIREMENTS WHICH SHALL BE INCLUDED IN THE BID AND IN THE WORK. 46. ALL SIDEWALKS FRONTING PONDS SHALL BE 6" THICK, 3000 P51@ 28 DAYS. DEMOLITION NOTES: 1, CONTRACTOR SHALL REMOVE ALL WASTE MATERIAL FOR DISPOSAL OFF -SITE, DISPOSAL SHALL CONFORM TO ALL APPLICABLE REGULATIONS. 2. EXISTING UNDERGROUND UTILITIES, UNLESS OTHERWISE NOTED, MAY BE CAPPED/PLUGGED AND ABANDONED IN PLACE EXCEPT WITHIN 30 FT. OF BUILDING. CAPPED AND PLUGGED PIPE ENDS SHALL BE ENCASED IN CONCRETE, 6" MINIMUM THICKNESS AROUND PIPE. MANHOLE BASES MAY BE LEFT IN PLACE PROVIDED THAT PIRE OPENINGS ARE PLUGGED AND REMAINING BASES ARE FILLED WITH CONCRETE 6MINIMUM ABOVE HIGHEST INVERT. 3. ANY MATERIALS CLAIMED AS SALVAGE BY OWNER EITHER IN THE FIELD OR IN THE DRAWINGS SHALL BE STOCKPILED FOR OWNER'S REMOVAL. 4. CONTRACTOR SHALL HE KNOWLEDGEABLE OF THE CONSTRUCTION DOCUMENTS AND BE RESPONSIBLE FOR PROTECTING ANY EXISTING FACILITY 50 DESIGNATED OR DESIGNATED TO BE USED IN THE WORK. 5. CONTRACTOR SHALL REMOVE ALL FOUNDATIONS, CONCRETE SLABS, MID UNDERGROUND STRUCTURES EXISTING ON THE SITE AT THE TIME OF BIDDING UNLESS OTHERWISE DIRECTED. 6. CONTRACTOR SHALL COORDINATE Nl NTH APPLICABLE UTILITY COMPANIES AND BE RESPONSIBLE FOR THE TERMINATION, CAPPING -OFF AND REMOVAL OF ALL UNDERGROUND AND PROVE -GROUND UTILITY SERVICES EXISTING AT THE TIME OF BIDDING UNLESS DIRECTED TO BID OTHERWISE, 7. CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING AND DISP051PIG ALL WASTE MATERIALS CONSISTENT WITH ALL RULES AND REGULATIONS APPLICABLE TO THE SPECIFIC MATERIAL FOUND. 8, TRY WELLS SHOWN HEREON ARE THE WELLS LOCATED TO DATE AND DO NOT NECESSARILY REPRESENT ALL 'WELLS ON THE PROPERTY. THE ENGINEER SHALL BE NOTIFIED OF ANY WELLS ENCOUNTERED DURING CONSTRUCTION, ALL WELLS NOT DESIGNATED TO REMAIN OR FUNCTION SHALL BE PROPERLY SEALED MID ABANDONED TO SIX FEET (6') BELOW FINISHED GRADE PER APPLICABLE AGENCY REQUIREMENTS. l 07/09/2021 SUBMIT TO CRY UP OCOEE, O.0 M/N/2021 SUBMIT TO CITY OF CI OEF, O.C. 03/24/2121 SUBMITTOS)RAVMD UI/12/2@t SUB111TOFI`SITET'OOR�NGE COIN E ] LI/16/2U^N SUB\I7' TO CRY OF 000FB s SIR\ ID >. DATE, OFSCNPIIONS: SL'BNUSSIONS/REVISIONS 'EROCAL D91UM: NAVD8B `)B NO,: 1 G-114 )ESIGNED BY: )m )[LAWN BY: RS, KL :NECKED BY: JAI d'PRO%TD BY: AIDS CA E IN FEET: N.T.S. miect Na- 4 INAL 'UBDIVISION PLANS FOR WYNWOOD PUD PHASES 1 & 2 AND MASS GRADING PLANS FOR PHASES 3 & 4 )nv5dlctlon: DCOEE,FL Sheet Tide: CONSTRUCTION NOTES Sheet Na C0.01 Poulos & Bennett, LLC 2602 E. Ia,m pto SL, OA..vdq FL 32803 Tel, 407A87 2594 �v.pvvin.und6enn�tt,enm ELK. Bu Na 28567 p READ: 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 REPRESENTSCALED DISTANCES BETWEEN MANHOLE CENTERLINE. 4. ALL SANITARY SERVICE LATERALS SHALL BE 61NCH DIAMETER PVC. LATERALS SHALL END WITH A CLEAN CUT AT RIGHT-OF-WAY LINE. S. IF OF SANITARY SERVICE LATERALS AT THEIR CONNECTION TO SANITARY MANHOLES SHALL BE NO MORE THAN ONE (1) FOOT ABOVE THE MANHOLE INVERT G. PRIOR TO PAVING, CONTRACTOR SHALL VERIFY THE Ai -BUILT SANITARY SEWER PIPE SLOPES. MI FIX UM SLOPES SHALL BE IN ACCORDANCE WITH FDEP MINIMUM CRITERIA FOR e" PVC SEINER, LINE SLOPE WILL BE 02B% FOR 12' PVC, WILL BE 0.170 AND FOR 15" PVC WILL BE 012%. 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 6HIGH PIECE OF 2" X 4" PLANK PAINTED GREEN W/ LOT NUMBER CLEARLY MARKED AND AN'S' IMPRESSED If) THE CURB. 8. LEAFAGE TESTS ARE SPECIFIED REQUIRING THAT. 8.1, THE LEAKAGE EXNLTRATION OR INFILTRATION DOES NOT EXCEED 200 GALLONS PER INCH OF PIPE DIAMETER PER MILE PER DAY FOR ANY SECTION OF THE SYSTEM. 8.2. EXFI LTRAFON OR INFILTRATION TESTS BE PERFORMED `NITH A MINIMUM POSITIVE HEAD OF 2 FEET. 8.3, AIR TESTS, AS A MINIMUM, CONFORM TO THE TEST PROCEDURE DESCRIBED If]ASTM C-828 FOR CLAY PIPE, ASTER C924 FOR CONCRETE PIPE, ASTER 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 AID GRADE ADJUSTMENT RINGS BE SEALED WITH NON-SHRUIKING MORTAR OR OTHER APPROPRIATE MATERIAL, 9.2, INLET AND OUTLET PIPES BE JOINED TO THE MANHOLE WITH A CARPETED FLEXIBLE WATERTIGHT 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 HA>_ARDS (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 EDER SPECIFICATIONS. 11, PVC GRAVITY SEWER PIPE SHALL MEETASTM D3034, CURES. 11, ALLSANITARY SEWER PIPE SHALL BE COLORED GREEN. 13. FIBERGLASS LINE ALL MANHOLES WHICH RECEIVE DISCHARGE FROM A FORCEMAIN, 11, CONTRACTOR IS RESPONSIBLE FOR PROVIDING SERVICES AT EACH LOT. SERVICES SHALL HAVE 3' MIH. AND W.M. COVER AT LOT CLEAN OUT. RECLPIMED WATER NOTES. 1 PROVIDES"MINIMUM SEPARATION BETWEEN RECLAIMED WATER AND STORM PIPES AND NIININIUM OF TOP 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 5PECIFIC 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 1S" SHALL BE MAINTAINED, WHERE 18" CLEARANCE IS NOT POSSIBLE, WATER AID RECLAIMED WATER WILL BE UPGRADED TO D.I P. 4, MARK LATERALS WITH 6' HIGH PIECE OF 2' X 4' PLANT: 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 21NCHES IN WIDTH AND SHALL BE PURPLE IN COLOR. BACKFILL SHALL NOT BE PLACED FOR 30 MINUTES FOLLOWING PAINT APPLICATION. 8. ALLNON-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 RECIAI MED 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 N123 FOR PVC PIPE. POTABLE WATER NOTES: 1, ALL CONSTRUCTION AND MATERIALS SHALL BE IN CCM1LIM10E WITH AWWA STANDARDS AND IN ACCORDANCE WITH ORANGE COUNTY UTILITIES. _. PIPE LENGTHS SHOWN REPRESENT SCALED DISTANCES BETWEEN FITTINGS OF BRANCHES AND MAINS 3, OEFLECTIOP15 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 PRINKING WATER WILL CONFORM TO NSF INTERNATIONAL STANDARD 61 AND WILL BE MARKED WITH THE USE SEAL OF APPROVAL. 5. ALL PIPE AND PIPE FITTINGS INSTALLED UNDER THIS PROJECT SHALL BE COLOR CODED IN ACCORDANCE WITH SUB PARAGRAPH 62-555.320(211O)T R-, 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 U COLOR, C NOT PLACED FOR 30 MINUTES FOLLOWING PANT AND SHALL BE BLUE IN C L R. I KFILL SHALL N BE PL E APPLICATION. FOR PIPE WITH S LONG EACH DIAMETER OF 24" OR GREATER, TAPE OR PAINT P OF TBE APPLIED IN CONTINUOUS ONES ALONG EACH SIDE OF THE PIPE AS WELL AS ALONG THE TOP OF THE PIPE. 7, ALL NONMETALLIC 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 CIRA WINGS. IN ADDITION, ALL PVC WATER MAINS SHALL BE A SOLID BLUE COLOR. ALL LETTERING SHALL APPEAR LEGIBLY Of PIPE AND SHALL RUNT THE ENTIRE LEIGTH OF THE PIPE LETTERING SHALL READ AS IS ACCEPTABLE FOR THE INTENDED USE. 8. HYDROSTATIC TESTING AEID THE CISIN FECTION OF THE WATER DISTRIBUTION SYSTEM SHALL BE DONE INN ACCOB DANCE WITH THE AW WA STAN CARDS, 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 62-5S5 340 F.A C 9. MARK SERVICES WITH 6' HIGH PIECE OF 2" X 4" PLANI: PAINTED BLUE WITH LOT NUMBER CLEARLY MARKED AND A "N IMPRESSED IN THE CURB. IT IS THE INTENT THAT EVERY LOT IS PROVIDED WITH A WATER SERVICE; THEREFORE IT 15 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 PROD ECT SHALL CONFORM TO APPLICABLE AV/WA STANDARDS AND SHALL BE MANUFACTURED IN ACCORDANCE WITH AWWA STANDARD C900, LATEST EOITION. PVC SHALL BE MANUFACTURED IN ACCORDANCE WITH AWWA STANDARD C900. THE PVC SHALL HAVE A MINIMUM WORKING PRESSURE OF 150 P5.1. AID SHALL HAVE A DIM ENSIGN RATIO(DR)OF 18. PIPE SHALL BE THE SAME O, D. AS OU CTI LE IRON PIPE. PVC JOINT - SHALL BE IN ACCORDANCE WITH ASTM D3139. DUCTILE IRON -SHALL CONFORM TO ANSI/AWWAC350/C151. A MINIMUM OF CLASS 50 PIPE SHALL BE SUPPLIED, DUCTILE IRON JOINT. SHALL BE IN ACCORDANCE WITH ANSI A2111 AND AWWA C111. SERVICES - SHALL BE IN ACCORDANCE WITH AWWA C901/CGOO STANDARDS FOR POLYETHYLENE TUBING, CLASS I60. 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 WATERNINNS 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: 12A NEW OR RELOCATED, UNDERGROUND WAFER MAINS CROSSING ANY EXISTING OR PROPOSED CRASITY- OR VACUUM -TYPE SANITARY SEWER OR STORM SEWER SHALL BE LAID SO THE OUTSIDE OF THE WATER MAIN 15 AT LEAST SI%INCHES, AND PR EFERABLI' 12 INCHES, ABOVE OR AT LEAST 1'_ INCHES BELOW THE OUTSIDE OF THE OTHER PIPELINE, HOWEVER, IT IS PREFERABLE TO DAY THE WATER MAIN ABOVE THE OTHER PIPELINE. 122. 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 IAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST 12 INCHES ABOVE OR BELOW THE OUTSIDE OF THE OTHER PIPELINE, HOWEVER, IT 15 PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE. 123, AT THE UTILITY CROSSINGS DESCRIBED IN PARAGRAPHS PAT AND (8) ABOVE, ONE FULL LENGTH OF WATER MAIN PIPE SHALL BE CENTERED ABOVE OR BELOW THE OTHER PIPELINE SO THE WATER MAIN JOINTS WILL BE A5 FAR AS POSSIBLE FROM THE OTHER PIPELINE. ALTERNATIVELY, AT SUCH CROSSING, THE PIPES SHALL BE ARRANGED SO THAT ALL WATER MAIN JOINTS ARE AT LL LEAST THREE FEET FROM AJOINTS III 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 FRONT 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.AC. 13. HORIZONTAL SEPARATION BETWEEN UNDERGROUND WATER MAINS AND SANITARY OR STORM SEWERS, WASTEWATER OR STORNIWATER 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 BETWEEK THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTIIG OR PROPOSED STORM SEWER, STORMWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER 62-610, F.AC, 112. NEW OR RELOCATED, HE I DERGROUND 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. 13,1 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 OUT5IDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTINGOR PROPOSED GRAVITY- OR PRE55URE-TYPE SANITARY SEWER, WASTEWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62-610, FA.C. THE MINIMUM HORIZOL TAL 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. 13V, NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST TEN FEET BETWEEN THE OUT5IDE OF THE WATER MAIN AND ALL PARTS OF ANY EXISTING OR PROPOSED"ON-SITE SEWAGE TREATMENT AND DISPOSALSYSTEM" AS DEFINED IN SECTION 381.0065(2), F.S., AND RULE 64E-6,002, "AC. 14, A MINIMUM OF 3 FEET OF COVER SHALL BE MAINTAINED OVER V/ATERMAINS, UNLESS OTHERWISE NOTED. 15. ALL PIPE AND PIPE FITTINGS INSTALLED UNDER THIS PROJECT SHALL CONTAIN NO MORE 80% LEAD, AND ANY SOLDER OR FLUX USED If) THIS PROJECT SHALL CONTAIN NO MORE THAN fI 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 NII M MUM INSIDE DIAMETER OF 6" At)D SHALL INCLUDE AN AUXILIARY VALVE. I& 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; RACKFILL MATERIAL WILL BE TAMPED IN LAYERS AROUND UNDERGROUND PIPE INSTALLED UNDER THIS PROJECT AND TO A SUFFICIENT HEIGHT ABOVE THE PIPE JOB EQUATELY 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. CRAWINGSSHALL BE LEGIBLY MARKEDTO RECORD ACTUAL CONSTRUCTION. 1.2. DRAWINGS SNAIL SHOW ACTUAL LOCATION OF ALL UNIDERGROUND AND ABOVE CROCCO STORM DRAINAGE, POTABLE WATER AND WASTEWATER PIPING, AMID RELATED APPURTENANCES. ALL CHANGES TO PIPING LOCATION INCLUDING HORIZONTAL PND VERTICAL LOCATIONS OF UTILITIES AND APPURTENANCES SHALL BE CLEARLY SHOWN AND REFERENCED TO PERMANENT SURFACE IMPROVEMENTS. DRAWINGS SHALL ALSO SHOW ACTUAL INSTALLED PIPE MATERIAL, CIA55, 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 INCLUDNIG 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 5HQWN. LA, LOCATION OF ALL INLETS, MANHOLES, HYDRAITS, VALVES, AND VALVE BOXES SHALL BE SHOWN. ALL VALVES SHALL BE REFERENCED FROM AT LEAST TWO AID 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. I.S. 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 REGRADING POND SLOPES THAT ARE STEEPER THAN 5:1 (H ORIZCNTAICNERTI CAL) 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 MNN CROSSES OTHER UTILITIES (STORM, GRAVITY SEWER, FORCEMAIN AND RECLAIMED WATER), THE CERTIFIED A5-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 ADD SURVEYING THE UTILITIES AT NO ADDITIONAL COST TO THE OWNER. 1,11. WHERE THE POTABLE WATER MAIN CROSSES OTHER UTILITIES (STORM, GRAVID-Y SEWER, FORCEMAIN AND RECLAIMED `HATER), THE CERTIFIED ASBUILT DRAWINGS SHALL CLEARLY INDICATE THE LOCATIONS OF PIPE IOINTS IN SUCH A MANNER AS TO DEMONSTRATE THE PIPE IS CENTERED AT ALL THE CROSSING. FAILURE TO PROVIDE THIS INFORMATION WILL RESCUED 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 BOLT 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, T THE CONTRACTOR SHALL SUBMIT TWO ('_) CERTIFIED COPIES AND EXCEL FILES OF THE COMPLETED UTILITY ASSET TABLES USING THE OCU STANDARD ASSET TABLES TEMPLATE AVAILABLE ON THEIR WEBSTE. COMPLETE ASSET TABLE REQUIRED PRIOR TO ANY CERTIFICATION OF RESPECTIVE SYSTEM. COORDINATE DATA51CAL BE PROVIDED IN STATE PLANE COORDINATES. 5. COMPLETE AS GUILTS AND ASSET TABLES, MEETING CCU MANUAL OF STANDARDS AID CONSTRUCTION SPECIFICATIONS (DATED APRIL'_011), SHALL BE PROVIDED TO THE ENGINEER FOR REVIEW AND APPROVAL, PAY APPLICATIONS REQUESTING PAYMENT BEYOND 805'. OF CONTRACT AMOUNT, PER SYSTEM, MAY BE HELD AT THE DISCRETION OF THE OWNER UNTIL THE AS -GUILTS AND ASSET TABLES ARE DEEMED COMPLETE SY THE ENGINEER. 6. !-BUILT DRAWINGS SHALL BE PREPARED IN ACCORDANCE WITH POULOS & BENNETT CAD STANDARDS. 7. POTABLE WATER CROSSINGS- POULOS & BENNETT REQUIRES THAT AT LEAST TEN PERCENT (1070 OF THE POTABLE WATER CROSSINGS AND INSTALLATIONS, REFERENCE IN PARAGRAPH 1.1 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. B. COMPLETE AS-BUILTS AND ASSET TABLES, MEETING OCU MANUAL OF STANDARDS AND CONSTRUCTION SPECIFICATIONS (DATED APRIL 2011), SHALL BE PROVIDED TO POULOS & RENNETT FOR REVIENI AND APPROVAL, PAY APPLICATIONS REQUESTING PAYMENT BEYOND GEN. 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 & SENNETT. 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. ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL APPENDIX A 1. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN EXCAVATING IN PROXIMITY OF WATER MAINS, WASTEWATER FORCE MAINS, GRAVITY MAINS AND RECLAIMED' WATER MAINS. MAIN LOCATIONS SHOWN ON PLANS MAY NOT BE EXACT. THE CONTRACTOR 15 RESPONSIBLE FOR FIELD VERIFYING EXISTING UTILITY LOCATIONS. _. SHOULD A PIPE EMERGENCY OCCUR, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OCU DISPATCH OPERATOR (407 836-2777) AID THE CCU INSPECTOR, 3. THE CONTRACTOR SHALL NOTIFY THE OCU CONSTRUCTION DIVISION AT LEAST SEVEN DAYS PRIOR TO COMMENCEMENT OF THE CONSTRUCTION PROJECT BY CALLING (407) 254-9798. 4, THE CONTRACTOR SHALL NOTIFY THE OCU CONSTRUCTION DIVISION AT LEAST 48 HOURS PRIOR TO ANY UTILITIES CONSTRUCTION BY CALLING (407) 254-9798. 5. THE MATERIALS, PRODUCTS, AND CONSTRUCTION OF ALL UTILITIES CONNECTING TO THE OCU SYSTEM SHALL BE IN CONFORMANCE WITH THE ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL, 6, ALL OCU MAINS AND FACILITIES WITHIN THE LIMITS OF THE PROJECT SHALL BE SUPPORTED AND PROTECTED AGAINST DAMAGE DURING CONSTRUCTION. 7. THE CONTRACTOR, AT THE CONTRACTOR'S EXPENSE, SHALL IMMEDIATELY REPAIR ALL DAMAGES TO CCU MAINS AND FACILITIES. IF THE REPAIR IS NOT MADE IN A TIMELY MANNER, AS DETERMINED BY CCU, OCU MAY PERFORM REQUIRED REPAIRS AND CLEANUP. THE CONTRACTOR WILL BE CHARGED FOR ALL EXPENSES ASSOCIATED WITH THE REPAIR. 8, THE CONTRACTOR SHALL ADJUST ALL EXISTING CCU MAINS AND FACILITIES IN CONFLICT WITH NEW GRADE, NEW CR ALTERED ROADWAYS, SIDEWALKS, DRIVEWAYS, 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. 9, CITY CCU SHALL OPERATE OCU WATER, WASTEWATER, AND RECLAIMED WATER VALVES. THE CONTRACTOR SHALL COORDINATE VALVE OPERATION WITH THE CCU INSPECTOR. FOR OPERATION OF MAINS NOT OWNED BY OCU, IT 15 THE CONTRACTOR 5 RESPONSIBILITY TOCOORDINATE WITH THE APPROPRIATE UTILITY REPRESENTATIVE. 10. CONSTRUCTION ACTIVITIES SHALL NOT CAUSE INTERRUPTIONS IN 'WATER, WASTEWATER, OR RECLAIMED WATER SERVICE, THE CONTRACTOR SHALL COORDINATE PRE -APPROVED INTERRUPTIONS OF SERVICE WITH THE CCU INSPECTOR 7 WORKING DAYS IN ADVANCE. 11. THE CONTRACTOR SHALL PROVIDE FOR BYPASSING AND/OR HAULING WASTEWATER DURING APPROVED INTERRUPTIONS OF WASTEWATER FLOWS AND CONNECTIONS. THE CONTRACTOR SHALL SUBMIT A BYPASS PLAN SIGNED AND SEALED BY A PROFESSIONAL ENGINEER TO OCU DEVELOPMENT ENGINEERING FOR APPROVAL PRIOR TO IMPLEMENTATION BY CONTRACTOR. 12. 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. 13. THE CONTRACTOR SHALL PROVIDE A JUMPER ASSEMBLY WITH A BACKFLOW PREVENTED 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 FORCEMANI SHALL ALSO BE EQUIPPED WITH A BACKFLON PREVENTER. 14. FOR PVC PIPE THAT WILL BE OWNED AND MANTAINED BY OCU, NO PIPE BENDING IS ALLOWED, THE MAXMUM ALLOWABLE TOLERANCE FOR JOINT DEFLECTION IS 0.75 DEGREES (3-INCHES PER JOINT PER 20 FT STICK OF PIPE. ALIGNMENT CHANGE SHALL BE MADE ONLY WITH SLEEVES AND FITTINGS, 15, FOR NON -PVC PIPE THAT WILL BE OWNED AND MAINTAINED S'Y OCU, 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, NOTE: THE EXISTING MAINS ALONG MCCORMICK ROAD SHALL BE PROTECTED AND PRESERVED. 3 01/09/2021 SUBMIT TO CITY OF OCOJUL O.C. IN/PAJSA1 SUBMIT TU (PSY OF OCILEE, O.C. 03/24/2121 SUMMIT TO Sj M01D 1 01/12,21 SU BMI Orp,11E TO OICiNGE II/I6/si^24 y IAR1p C1TYUPOCIJEF. ). GATT, DFSCNIYIDNV SUBMISSIONS/REVISIONS ✓ERTICA1. DARINL NAVDBB OB NO, I6-114 DESIGNED BY: m )RAAWN BY. RS, KL _IECKEDBY., JAI IRPROI'ED BY: \IDS i0ALE IN FEET: N.T.S. Pmject None: FINAL SUBDIVISION PLANS FOR WYNWOOD PUD PHASES 1 & 2 AND MASS GRADING PLANS FOR PHASES 3 & 4 ).."LA...: DCOEE,FL Sheet T Tile: CONSTRUCTION NOTES Sheet ND.: C0.02 i e,il �a®$' o n t i 9 ®1D,8� ®®�a'® a6 0 orc J e y `✓ d t RJ p O� N Z a D SPOhli'»-g,.,.` q Poulos & Bennett, LLC 2602 E. St., Odundn, FL 32803 TAL 4074872594 -w.pouloznnd1ennct6a,m Fiiq. Bus. No. 28567 2 1 1 1 4 1 1 1 1 1 KY Map: CONDITIONS Or, APPROVAL S-filln A, Gentral 12. Failing for baft,filad lots shag be pn,vi,h,d in .-ads- with the Llad Dcv<Inpmem c.dl, 13. r.,h ra, l,yd,,,t Atall Ill- abd,d OSHA yell., 1, .1., Id . blue ante, halt Ill am,m to it,, ­,t in lilt ­il, row haw I-t kI ­h hyd.m 4. In oNer to .,I. that , ­y cxKhi,, hall, . possible will Ill, p­4 all M Hgb—r way ad aal,awa awns will be 11,,IA fia, review by kill City pai., to any tree removal. On 0,nia8 Tannin will ba iw,nd for site walk I, building... an,th., .nil th, — to Ill, p­d have lwl, dMy anaLM will, hIl p—Itill bIlr­ A.emergency wallaInkill lb,alhal pared, and .... all dlatntl ls ehaxa h­aa i, 1w,,by glndld to We City ill Ink,lip,my Imuffillann,, al,.. Th. ­IwIly n­ wnl­( will not jak,an,, ka, obligation, bards,, n,pankibility r Vnith, V,, th, City I,cm ap.v da, ppny it d,, akd ­ I, tak, any, 1. 'Tai, or alliall, till thwhilf, u,,tl., an kill v,m,y. it, p,,j,jaa that In pIp.n, wald by III City - I, ..y .11w, g.Inw-d il.ili., that Iay alk,a3lawat 1. any V.,ii,, ffa,kbkd Ill, City yr MIS II,kilm, illa k...L fth, City in I, itall-aanka aa,na!ld aid, III, lawandanka. I Th an ...... hill. ..d ­Inoban l IT Fl,dd, SId­, Chapter 163, .,,l,i.V an—d. al, fla, i,­­ If building plan I, aad" "'blin 6­,­ Th, city hn, an t,,fl lananhy 1. Ilapt any V-tal latity or ie,lf from h, ppli-ba, If ­h bkw h,,,Wnl,a ad nald, hka,,i. ,hall Ill ­InId ., such .. Iua,kiaa. 14. Th, Own. If I,h I— dllI II, ­Tw,iblj fil i—Iliq ,, lia, d.ak, Mth it, .,h,, wkftdb�d., larnkthwana, At such link, I, alt., ­, I, I,Iflblk, In till pa,way, ifil wal, shall b, far al-i-akda, ­l _.m i­ 15, PI -Ind . till Land Dl,d,aaad Clad, all wbdi,filba lawal 1. -anut-1 will, 5. N. -In shall IkkdlI1kI 1.1d dIlikkil 11 All -Ill It any pnawkal ­5 whitaln find 11a.fid, . wand finat the Blildiag DM,nalkat. na, n..Il .17paa-cd Ill, hall I, a. th, a-danal ­ld V,libk and , knakaiMikka shall b, nalld I, ­, I . I— if till Owner h. Wild to ak. ­nAl ­­ I, rat I ...... il, "fia 1. The 1­ikkkka, dIklI .,,I vnd mainmin all lIntakla 31 All tan, h.k 1 1. Ill wwkwd and anal.ikkId by the AIawildhad A.11 b, b dad at till Tinm of 1 AtTl,hd­ly d1l is pinkd,,,iblt i IIIIII,alaild by . kid, pa(iry V, We A­hni­ Thi, va"j"t d'.11 la, d"dIpli I )I,[.. 3. Il phase of h, p.jlci Mll ..ad an I. w— till respect at, p.blil ­i­ I.I­,kawal, al- ad al1w, rOnld 4. IL­Vl kn,k,cifi.11y —d- fln, phal, d­I.V.w.l afda, p.,way All Ill ­nnkad 5 wan the ­Iwc,kwahl If till City If 0­ Cade If Owhwa­ (th, -Cnh,"), which CI&ia,hat, Chlp , l80. aa, city If OIw, Land MIlWpa,at CIJI ftla, ­d Development C,afil-�. 6. Nothing hlnua kJh,klI b, -InInd (a .i,, any p,,i,i.k, afam land DIM.plalni Call, ­,ta, the ­­ ,­ly Ktflak all awh " [All or Ipfiddy wtaa, on till plaa, 7. Aay ftalllgl caused to any plAblil, 1— —.11 f the kli-ft to kill pnj., dkAl I V,.k,,Vlly q,nd by ill 0,,­ t. th, ll,,hIbl, g,wInkawat,ft "aakda,& I, the owal," s.hl I." and IT—. T1w, hall =­,�,,fiaka, 0 , p.p,Iy ja any paidi. ­ ­,d at d,a pp­ld 8. kill I—i"."b .Id Fitall SIbdii,i.. PI.M.1 Sill, Ph., k). All -K b, ­­­ (-ladi, baildh­ p III',, ,,iA,kg ailily facilities) will Ill ..,ld Id.r nnai.,d p, . t. or daln,; lU d[,,lhapwk.­pIxhkgIh.._ 10, D_I.paw k If kill, pa,,ny 6 abj- tw that l—ak m-I.V,wat A,.­..1wd 1 w ­,fial in Offidd Roads H.k , pail P.1,11, Ill .. I, fOkak,,w C,aady. Fl.rhl, 11. All I,,,kI i Inknaln,i finfialilk, W It haik,d 1. (i) dwitanni.lu If ­knal, Z ­kkio.lak An dw p.p,ry - cars.I -, (it) nidl, If i­,arwia. III byl.w, at kill pw,wny I—* ­,whbi. fthl -Mnad,flkkkk")� aw] (in) anktaky d.,d,. and bill If, 1, d,waaaaa,l ­h, A-.d,6.k, da, City, Ill Clanly akkCn till S, talk., -I- "Lln.l.w. W pawalM la, City fin r I, pbk�il I .ad ,­1 'n. I, lkIl a pl.aa, If III, 'a"Iny. Aky,,lnNwkd,hw,k­Ia,­fthe II, Ippawld by kill city c.nakabad.. fda, city. 16. th,Lan,111,Plalkladdin-Ca,ditin.,nAppk- .. I ,affint ,id, ill, Land �,,Ikpawkkd Cad, da, pawi,ina,l If thl laad U,I Plan and dk,,, C.lafin.l fApp.Il ,J.0 ­.L 17. II a, ,,,j T. kill l,k-I any lift .,W, al Iqlkirld I. the p.,ny till, will be .... l,)wl V. the city a We file. If p4V4kg. Ail s..h in Ialiall, shall. d.lpd In allaniaw, lit, till city m­ Eagiallrag Stlaftania Mlak.l. jlik�,C­,j T. dw ­­,aky lift aakhaw ak, Ill,liall I kill p.pla, they ill Ill ..... yd I, th, C..kty It till time at p1l Lift ­tka, fiaHlitil, shall be &MIl,nd t, modalz asteranph, mafl.a ­bnkd with kill Clady*,, alilky a­r phan. All InIk lit -ka. 6.11 Ill filwl with Wk, vinyl ,hA.-bIk f­, with ,,b and rafts ,alkild black knal 0.11 N set lIk& . I— ill. 25' from alky I- S,d, HA slmmnhad b. b, ­d link, hM,,l­Typ, hafthl,such . nnan,aa a, lip—ak. —lba. IL T­% I E,kKliag taa� eight Id S') I.W Vona than d.n ­h" ball,) I h_ al SPIp..d will p-l­d ft 1, all a,ibl,; the aftffi,� wall, and wad, will b, annakd dw,w — III intaIlwalla inn, III, required land,-,, lan1l. kkad ­­ tree..Inri, 2. TW ­i,ing kldl,k I. inh,ida,d Id, ,noad, p—Id — will Ill likkulkwd , aanh w p­ihh, 1. pr,­ l�Kfikkg r­w] nw, For Ill,, I, ­ .. taW, inwk, d­ will 1w aag.kfia,, n.flw,wawk­k,.,, da, ­­lpa ­�ifild in 'na-,,IM kkppakld Final Stkblfivi�i. Pl.nFinal Sil� Plan until WildiII, p—an arl 4­d fin 11,­ ,V.- 3�d 'I RKIII aft of existing p,t,kd V,, will b� R.Rld u, dwad, kind rigIkt,,r­y lluila ala, Ilk &WIM in th, Fiall Saldiriia, Pl,,/F,,.] Sill Pha, All pa— k­,a I hal lknk ad hall, will Ill ­1aawi .( in, (ill f,ill plan b. Cla, filaft Valdiag plan will p,­ ukfia,, nal,,k .n India dual ha, and t­ a,aludag paaalltld ­ . akwh I p Sh, 7. All Iladwapl alas will b, illi,tld and h.,,, an kadlakati, nd. Sertinn c. tin.; phaft., I All Ifilili, to be pt.,M whbi, We bln flat f VY)easemevl along a, fi­ af.,h T.I will la, phlal around WIlk, p­ld h-k in ba p­J. 3. All kAflbbl including cable, TV, and Wlphlaw and ka,hafill, I, -lit, Iftwad wi- hall Ill pla,W kah,,Tw,md. 4. links kh—i, aa,d. . r­ fiwd cl') dithy and kill, iaw mill bw p thong 11 Ad, W lfiw,, and I, fool l knifily, d,dk.,,,l and 0­11k ­nkn Idj—., I Ill ­1 kiVhk,f­,. Sidl ill only la, b,Id in this law —at if ­­lky t. nka tillk, and l,nd, pan —I — I, b, paIlld. 5. All th.b.,l, Willy ad n.naan, lanka, kill I Ill fin, till Blurt If da, A,,­bkdkl.. TIkll.,1and,kwdhy,ah .hull Ill llwald by th, hal [It D,i.,I, b­k, Ina and hu, I. lhwa far Ikwkdb`SkakI,,ikaVi,,I dik ..hw, will 1w A,— an Val hall Sabdi,id.. I'llaTillk, and F will vld ka aw,t city Ni 1. A p,,,,,,,l . ...... ­I.hl . . . ...... I 1— .11 hn,knal ­khay� and I, In _ k, h—by d la Il If ftw 111, and kahl-ppliIblab andl- b-1 III ,If t, fire ad all,, wki­ Till City aaay qab, Ill., till ­w, _n an __ld i—twInlabl, raa with "p"i V, kill RI'l,will. 2. All d_haa6Ia If--- Id ­tni,lin-, tha a,kwkly bnI awhah, kill fll,,,ig w"i'd.- I. pawi,ka, .=q Ill, city told}. .Illo, -d "d­ ill ziannawl If ­­, if tha A datil. fidt, 1. d, anna l,k .1. 1­1 silos i,to lbral,akil wawmnwcc. it. ll ­liag We City the HIk, laa not We obliga bIl, io ma smut all laalld we A,,d,ti,, fail n, d, . ldfi� kkati, from the City, � da, 1,, ai It, City aadnak� ­ik ..lion, da, City shall b, ShId 1, klikalan,lawn I . ....... I, �.ka �I� for ibapwpoxs If paying ­h reimhiv mL lit p­id.w, Slaak,it in, city ffi. kigfi� that .., da, ba ..'at I . ,, 1) a ,in,,I, k1w ,,, I,, an, _,_­ w. for Ilk, p,,,l.y j.h. -S,, lbd�kikk M,ab.—IIIII finai III, A­kkfi... n fiIan till 0­1 if 1-) ­1 �, -FInbII a,,a, wadwnhas oat ka,,akinah m (b) if it,, 0­ 1, still ­abl. lb, ald—alk- of We swhs. W. ,wiliag that till SMIS will III baa,� ka , n,pInild, at � di..I.ti.. and lb�t if lily l,,d,kW 1. dw City in $1, �Ty -""I hi is and Iall� dh,,1dR,a wInk willakall ­lk Ipp11II kill, th, Chy lk� In that the Alwa6alikka Inh It 91 it,, Ill in IJ ittandia, with ft., nad&l S.-a'Irsm", ihn I, It, finl If If -a.) at till AssocA­illka, I, kill ember, ilk - dl,laaa(1,11 to ilk, kna, hand If dfi-I., IN, anal.k,awl plan banLh, SNvMS ­'anp,kaim by ka, ­ir"ad" that the MIS N fine nine ,. willow, ikh an I,,­d da, III —all Ta it,. -ala. 011 .1 L a,Vkw,', q jah,a, ay ­d- anba, in k,,kikld, thla d,l,knkat hall 1w ataal,al u, diligently andl,aIl �h ,tiw at it,, d1lantat', lY,­ and to ,a ­h ­d,,i1h it, —ini- fill'bl, l,Ii­ld INIA, r� Str2. eet. In da, Slat an, awing will N wIana,,,d hIalgh kill City Building D,—lat at th larfinal't—bafill.l. z Pif Fv I)All hn.kI ,,d, iflan 11, pjll ill be dlfilawd to the abb, at dw tiaw fpindkkd ,Ih.(,,L T."mall a nako, till P.Nly, 1, . TH,- road which will th, ad anikkadaId by t1w 7,Iwildi., with a,,, aad adility - wak­d 1,,, the M­i,thka ­hl ­aank gIakIll to kill City, Such aalld. will 1, fi­afpLwna&. 4 lit C,;11,� jIdlibibu, fil, Ikkaka. all, � ",I Stw,d hVink, .scanty itAnk and —hall ­1 Land IX1,d.,ka1.L C.lb, aw,,kiI,awn, b. II.11w b, Ila, Ow-, ld If suet ligil = ind.11M, th, — and ilk, A,,­j.fl., it] ]w Ni,d ta lakafln and I— , City 0­ 0­ awl 1LIa,.wa,k, A­wi�klka, A�nwal I, Upi,wald S­ Lighl, al� 1, lit, Owner .,d Ow A,Iwilikan Mak, ill -Iwaklikkil lalli 611 1111 dZlIlml Ill— olk,bal wren fi,Sn, ad th,kkp,,ad,d,V­( in jtI;,L w­] Sa-i light,l, wlakUy liShn and L,nd, for..moil ­ k-lag ad ­tap­ld Code ­d-,nat, hall Ill hi"Aw by the Olkw, ft., 1. Cart fi­ ofC,,apI,ka at tN O,wkk`, ,p,k,l. 1b, 0 w, and the Aalitnian will ba II,.Ikildl fia, .11 lani, ,In nllia� I. ­h li,hkia, , - jjlj�,,aijfaij 1 he went aabdi I,!,, ladt -ply will, An!,[, I it, Chapnr 34 If th, Ong Canny C.d, In, -na ... in, � ,It , any la-ladankli, t. that AAi,k llainly bI ­lwl "i., I app�I!,.roll runt Sabdi,Wk Plan. F.n1w,, in till — Omg, C.tally wi.d" or . la I- ,I],aialk, Via, red wawalakatwk, th. till Ipfiaba, I, ff,,t at kill 'i I .,Fi lad S.IAM,i- Vl.a III-1 ­IIA. All ,r­a­ iI said ClIally C,A� Ch,b,, I, ill, "Cknanty" hall ta, d,,I,d t. I,k, 1. dw "City" fa, p,W,, I thu ".i..'al. 1 2`2, "T"T To my ........ l4o.c 02 A/2C2()2I SUBMI TO CrIYOFOCOEE, O.C. kl,i� F., that ]at ak, ­t. to d—i- finkl­ .... i ­h kn, ,.I, is be k 11 13/24/21121 SLUIRT TO SJM"ID 2 3 4 5 ill 01/12/2k)21 SUBMIT OFFS]TI; 10 ORANGE COL NTY %`TTo CM ()I; ("OE" XWMID to 111161b,21) S NO DAIT: E)ESIRRIII.NS: SUPINDWONS/REYISIONS VERTIU, DATUM: NAVE) 88 JOB NO, 16-114 DESIGNED BY: DRA\NN BY: RS, KL CHECKED BY. JAI APPROVED BY: DNS SCALE IN MT: N/A 11n,j- Name: FINAL SUBDIVISION PLANS FOR WYNWOODPUD 5, Till 0­ A di ..,bawl .,,.prina abt t. ­bll III —it, I lan,l, 1, .11 r,h­F-,a, fin—ta, V`kd Idw, ­ . -ably Ill,and) ilk a,kLk­ ba 'ItnanaMan all. . ndi ad ,—. Ill, n.., Ila, .. in LMAAd ,k1w,,,­who k.tp1ky,jIUy,,bkdKkk,w1 Sid­kkVk.bkkVb,.khp1,kVlk1I­k­­ .lull be clew ne WIw,,id­BI= tw! ka ­w, It. at ZZI, lkwniakw, till id,w,Ik,wffI b, IlwdA (a ftlke can ,,d;l, pp,,pd.l. ­V,will 11 Iw.kIt­d, Sidl lk, All,kt,at I. ­aaa anti, C h,i .-andI, Ir.dj.t wIlanan tala, Section F. Slnrnn,nler\tnn.eament �­Iak I. All ­8., pald., will bl, f ld with na,unalk, 5:1 id, klk,,,,s ital, ill Bank 2. Th, If IS, p.j.k will kill kana­, ­d,, If all public .I& within the I-j— 3. All laIldi, wd,alk, f­ all -aka lkwk, hAl he fifil- f­ OF) fat &Im ih, alp .17da, b,k,L. 4. Ulkill,k ath­iI, V,dwkIh, ­idld III, JI, SWIMS, mHadilk,, all pi,,, iallb, ntmh ­. aad ­kVill, pad, will be .,kwd, otww d and ..Inaklawl by We Asaciaioa 5. N.twinh-kali., dw .., l) aul If da, n-na, panel. . jakil y p­aak 1. da, I.IiIn, ... Wald in ilk,, CalafilhIn, If App­k ill, O,m,, "IS, lual I. d" all, SMIS far Ill P,.jlt 1, ad Ill, pp,VH,h, flail filal, of Caakplum i, i­l by blal, th, Cdy and 0, &UMND; b. fla, ­vikln p,,& auad,,d w be ­,yId t. kill A,­ialima l­ in h- 1w,k, ­.ylI In Ill 6 All ialpawlaw.n i,whahaft lany fwI­ ka,d­Vm,, ad tid-Ak, kkka,VAI ­d, ., ­11 a, haaaad the ­Uak p.,d — ad lay life —"hall daub,-kia, . i,­­ of kill c'nifilal, of Completion W fth.I da­ st,fillar. 1VOland'Alloy .. Fhakdphd. I All wool ll,Idanl will ,,,d ill, Intl-yearhandplain by I addl... .� — W (2').,hillyxk,la,iwdy 2. Thl 0­ 0.11 kanply ill In ",kinanaw at dw City ad aft- l­n ­1 .kill. aid, jklki'di'li- I, III— kill I,ilaal, W- ft ­d ad 1. pk=,ly di-Ela­ 1110- awallkill Wdlw [Il"Inn't land Ibna. F fla, _l, Maw Ill, tanknal wfl,,d rI shall Ill f­d tT (and ilk Il l 1.11 b, .,kdhkdIl,fl,akd,,ikk,dk,,l. nulkind. di�aabaa­ of the -fl..& danIVII—ili.a. 3. Welland and ,jl Inf­ wall, akpa,k b., till, n,plfty is gandM by SYMNE, aad !hl RML MVIal,wan If E.A.Inalatal Cka—I hadMd.d Ia,n I, 11'.I 'HI, .. -ka ­k,ka IV "Inan'tia, a, A, kill time f,ah.du.I If We line PnIi.i.q Subdivision Plan or Site Plan ­i­ f., the pp,,y, the. Ounce ,.ill alp till pai'diltiIIA aIlland line I the it, and establish a f­ (25') apland bad, ft., thli Inke. Dlplafflug an th, k,ah,, the City tray kd. rrMirc a C..—i.I and DWI., Ew­1 over ., —lakab, I, all a,,w_kkIk lal, TV, nkabl, ,. I+ w kill ,ift ill nd­d by this ­l ad all dl,,I.pawkd mllftia ill b, reduced p.,aw.ally. PH., 1. or allha lime. of dcvalopnwin of any p-ba, I thl V.pwty. if, Q­akil, nd Vilabak, E.It K nqd-1, kill 0­ nI,11 convey V. Ll City iba CII—RI, and lik fian, If whidl W] b, kkpV­w1 by the City PHI'aa dh­aaIy'w'. "al-i'd 1.1 111all hall, the adnala. If 61, (3) ­1 Ill, 1.11 and law (1) ina t.wink a r,,i (10'),. InhIlot .d ­ InIll, IT) in diakkwk,r at b—a Wild, (l 2. All kak&,nwad knilifil, all.11 ­pdy kk,1thnSId., 614C) IV we Land D A.plaad CIII, WhM, qkkin, W . lily N­ h, W pl,,W If th, inli, .. ... Wan fwl Ill W) fo-ld If th, front blUdIg sdb.,tk fi., at, 11 nlidlIUM ka, , hwh nI I— kill. �­kkky f­ (70') f,,t I, whift, wh­ th, 1.1 bkkIi kill dight-al-wa, I I'll. J. T.walaIla, Pnkl­ I. All aIllfifthalily n,hJ,a,kkI baildiag laaakplild If Ill (3) 1, Ina, d,Illiag n, XmIll, f q.. f6la', I, ,IN, If will iatall kadInad, fire P.-Ii.. 'IlIn. 2. Op,,,pa,, bO­ III —al akfi, kad ankafka. t,di,idl.11 tad,lant 1a, aW aad­hkd1 by thl, A­md­ 3. Till VaInla— lfi­fdw pi,,j., will comply with ­dak, 6­0 fthe LaId D ... l,p,,,( Cd, alndi, anhi-family development otakdads. 4. S=t ­ shall be p hild by the Owner If— (I) tree in, t—Aaaak, kW, prior to rlrftfiwktl If apalkly III ,h building.- .g. 5. Ali If ... —, md -doi­ affecting da, ak n],aaa p.nbak If In, p,pv li"I' alli id, thl followingfollowingVn,W.- L Pnwi,lalk p­lfikkq that lakd t. nka.ls V­hd team 1� Than ,i,, (h) anako.) A41 bl- pl,fibild area Vawidi.I, ft,t till, pawi,ial ­y b, atf.nzJ by We City. it' P-1ki.7 qIjHIft it., V—,. I,, be .- Ill, puking ­ and that parking will Ill pn,Idbd,d on it,, pdIt, —, ­pt in dldgladIJ ffallt PlMall It. PnwW., q.idk,g IfiniMma, kn the d,, ad Ill.— kw­.q I— and p­ &­ ki —fil, Blind,y.d, rear lot lint. II11h. Pawift-p.,filikkkk dId hall, irks will be p.,i&d fin—h halWidIal t aad ffilkt ., daakpA­hAI Ill f,, —I khs,w,l. Ix. prod Ihal kah'idaA a-- at hIlwidwd III,, b,lj bl ­,wa.ibl, b, thl nal filr the plkildt, inapi-p, nk,ak takad p1­ ... I If Ill d'aOlk, lab- ,­ ') — lasted .. II'd, Ilk, knIn the i,id, at da, 1,— 1. fla, bad, If eOb , h­ thI at III Th,- d­­ If till d.,q ­l, t�— halt include, hal It I. hank,d tw, all piping. II system Neither the A­iatwa .1 any .1hl, thint puny A.11 hw, any n,paadbility far Ilk, 1 1, zin" city I. IpL,�p, aq,,ir I, n;dkk—wkd at any aln,­ka aflI, lkanny _O ._, la=,lat a Ilk. S­d.. K. WOkII inaft,A_ I. F, d .. MpaIld ora,dk,,,lI,awkd at plYpIny lkwand ­,dl It, O,w,, Can pity RMl,d.p.lal ­ (CRA) hat whili.0w Wlki,I Study A. j"WSA") Ink.adad ,villa, the ­pdIa If . 'Imid,filad1y hlaw, ka at, t,�Mikq It,, Ill... patio mwl lff.til -ha'Va , n. lit ka,d flan- ., (in ­itil ­1 hlbit,n L... L.f Pit.Sand Ifill, X,nl Oak Sl,b, I, Sant Pin, S=b -g—ill 'an alk.adli. 'Nai,anka., — 1,� subject ton ki,ilaaa, 0dy-d,, p-at (35%) Whi,a 0,wk S�,, 2. p.ni., If . pall ok- arc ar ulad that re add, andl, i.i lly dl-I.Pld, Iwh . it, klad baawwalk, . Ill" f a I.Ind =_ p-la'l I, —dan —., �nkn ... 1� nnatiI, .,, till( Mika, B.k IsfilIki,an.1 Pend,"TilWft, upland lakift,, spill in thebl,l�phy .,d nawt fink- ­pnd It", maa_­ �aik,wk ol%IP.,) SaInt— Inaff fil, d ... ,-d laad, dpai, wltinal, I.Ll, al flaadphan ku ­hAl In di—ld I .... 1,Ywd,, h.ld thann.fl, ad dwa all,wit, ­I.M, IwIl, ial, ill, soil Mank, INV,kin P,,k,,,y tall PlIt-d.. All ClVPPAI, Ch. 1632](3). F.S.I fern m L. west O..Il T.1 I � A Pablia Tail T­ . d,pho,d ,,, Inc phka ]l la, ildiIald ­hl City .1 it, law FTt.uiag Rn laall-ba, through kill Vnp,q In dw WI O.agl TraiL PHASES 1 & 2 AND MASS GRADING PLANS FOR PHASES 3 & 4 OCOEE, FL Sheet'fitk: CONDITIONS OF "PROVAL Sheet N,,.: C1.00 HL We Assacl.kion is d.igntald . we kalikkilnkl- entity 11 fl, Ill'al If —ha, H. Comm rein NIK'N spaces' —da, vales (N, plAil, 7.7.3), altandly vl,,whaM a, and lm r., pldthiall J. y�- 1�1 A, %, T, IS % In 2 S Z W Cj 75 Ilk, SM"if, and Ill Vak,1`­.,& q,Aal,[ by kh,MMINID have beta l .... 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N­Ihak 5- niff,'Lknal D"I'llpanat CId, Such dc,igaknld V­ V­ �dadl ton,.filet 69ta, -fwa, p.kbd 1�, mapl,4­ a,fk. and lltil,, —bak ana,, b1hah, All Waiw, Op,, Space Ana, lall] al n,wil I. pa,hibit III If fiwtili� and k,hnnalk] that may p,nah nw,ba.i.1 wftad,k for Ilatfik, Ifia la,ak­ Rule OC 5,003(84). F.A.C. [W,,kha Pall,,way and PnIlflan Ali (WPPA) Ch. 369.321(3), Rs.] 3. N.I.] y ­Iawd wah,l kaa nkkhl�d t. b, In," wul,ia the upload lanrl,,, anall, Wiag 12, a, -thkad,. 11a pan,- If Ilk— I, t. makp­ ill wad, pllity Ifth, II-11aaalff-al l­1 link the wale fill' and -fill-11 ikkal ffil wil A— flw, fin, lb, hda, , -land. TBVk an,thad If wan, dity 7 it. .1Kak,6.v and pan.-, .—,.I abilitiI If. .—I law 9 10 o A .. ..... .... Poulos & Bennett, LLC 202 E. Lnin,t­ SL, Od.td., FL 3280 1 a4u7A872594 ,w­wp,I,I­nwR­ ... tt,­ EIg, Bak. N., 28567 TRACT OS-7 D 02 AC 30' ACCESS & 33-21-28-0000-00-005 Barry A. Reiter it Gretchen R.H. Vose Parcel A-1 33-21-28-0000-00-006 Estate cd David Rokowski A-1 TRACT 05-1 5.42 AC. PHASE 1 I 10 WIDE FLORIDA POWER CORPORATION EASEMENT I PER BK 3737, PG 1328 TO I BE VACATED 28-21-28-0000-00-010 Orange County BCC Al 1 ------------ TRACT 05-2 8.38 AC. I 34-21-28-0000-00-105 28-21-28-uu0u-uu-u1 Mew Destiny Christian Center Church Inc. Orange C unty BCC IcCormick nn -".— i -- -- )EDICATIO TRACT OS- 6 0.97 AC. —1. A TRA 93 CTSW-2A 1�CTRACT SW-1 92 Il 403 AC. A- 1.84 AC. I 94 95 c \ 96��\ \ 98 97 110 t\ 50 51 99 109 \ \ \ 52 53 0 54 551 156 57100 / Alp 111\ \ _ D� \ �\ . 04 OS 112 \ \ 122 64 ME MAIL KIOSK 5 1. 13 29 42 169 70 71 72 33-21-28-0000-00-030 73 74 Waller & Susan Adams 6 12 18 ` 27 44 J 75 76 A-1 7 11 19 1 \ _ PNPSE� 1 1 P 2 1 v I 87 10 0.19ACI 88 89/ //�� 20 I 126 //9091 21 j 25 � POND r 22 24 1 23 ' TRACT ®® / TEMPORARYTURN AROUND PHASE 4 (TYP) SEE DETAILS EE C2.00 1 (FUTURE DEVE LOPMENTTO BE MASS GRADED) / TRACT FD-1 TRACT C-1 / 26.77 AC. PROPERTY BOUNDARY (TYP.) 1636 AC, PHASE4 /POND6 ® ®3� PHASE 3 33-21-28-0000-00-005 / CLEM Investment Co. D / TROUT LAKE � TRACT SW-2 I 3.69 AC. J ®� PHASE 3 N (FUTURE DEVELOPMENT TO BE \ / MASS GRADED) ` TRACT FD-2 _ 29.86 AC. TOO- YR BASE FLOOD ELEVATION = 75.3 FT PER FEMA FIRM PANEL 12095CO21OF EFFECTIVE SEPTEMBER 25, 2009 (TYP.) '--------- / ores Ridg evelo men 34-21-28-0000-00-020 James E. Sw—y A-1 TRACT 05-3 13.74 AC. PHASE 2 M TRACT OS-5 11.43 AC. 100 0 200 , SCALE IN FEET `LEGEND 34-21-28-0000-00-004 NEW DESTI PIY CHRISTIAN CENTER CHURCH INC. A-1 �' -- -----(-- -. 1 34-21-28-0000-00-005 1 1 Waite r&Susan Adams A-1 I ' 1 # I I 34-21-28-0000-0D-006 1 New Destiny Christi. n Center v� Church Inc. v P-D 'S a' la0 141 'Lr 139 � I 38 % I 70' WIDE FLORIDA POWER — ! / 142 CORPORATION EASEMENT —�_ 143 PER BK 3737, PG 1328 145 144 120 21'+/-ROW DEDICATION 146 0.21+/-AC. 147* 148 ,I PARCEL 49 (40' WIDE i UTILITY EASEMENT) 149 PER BK 9923, PG 9176 150 II \ 1J 153 8 154 157 \I� \ 155 56 - — — / TRACT P-3 1.86 AC. I I � r 1 01 # (— ACT 1, ,- el 1.57 28-21-28-OOc J ti Orange Cou ty BC A-1 Y if 34-21-28-0000-00-057 TIITF 34-21-28-0000-00-C 34-21-28-0000-00-031 SaoBuddhist TITLE Ceenn ter Inc. Al Al 3 17/09/202I SUBMBT TO CITY OF OCOLJt DC 2 R/ I/2021 SUBUNTO CITY OF OCOEF, 0C I 03/24/20 SUM11T TO sR\N0 1 01/12/2121 NG8 SuBsIrilrN OFTL I,)oir ] II/I(/`'+1 S13111T TO G7Y OF OCOPF. COIN R SIRQ'11D ), DATE DLOUFD.Nn: SUBMISSIONS/REVISIONS 'ERITCAI,DATUU: NAND8B DB V0. 16-114 )ESIGNED BY: JAI )ILIVPN BY ILS, KL 'NECKED BY. ).M VPPROVFD BY. KIDS CALE IN FEET: I" =200' ?mject N,— FINAL SUBDIVISION PLANS FOR WYNWOOD PUD PHASES 1 & 2 AND MASS GRADING PLANS FOR PHASES 3 & 4 lunsdic... : -)COEE, PL Sheet Tide' PIASTER SITE PLAN Sheer o . C2.00 Sep ®9®9192AA8®®egg0®8® ? _ S di D Si4hll - F.vL� imP.r. o(,1u�d zv�el.W imli md,lir a�ao,a �i,t binaf�.i «v,r naJ m, any Poulos & Bennett, LLC 2602 E. Ln1D,11 v SL, OAuvdo, FL 32s03 'F,L 40.487259+ iv.p�ulnsnndBe���lt.cnm E.C. Bus. No. 28567 .ey Alap: Project Site Area o. 193.22 Ac. Total Wetlands/Surface Ylolers Preserved 27.54 Ac. Net Developable Acres 165.68 Ac. Proposed Dwelling Units: Phases I & 2 190 DO Phases 3 & 4 187 DO Density 2.28 Units/Ac. Zoning PUD-LD Existing Lord Use Vacant Proposed Land Use Single -Family Residential Future Lord Use Rural SINGLE FAMILY DETACHED Max. Building Height (3 stories) 45'-0" Building Setbacks: Front 15/7' Porch Street Side to' Interior Side 5' Rear 20' McCormick Road 25' Apopka Vineland- Clarcona Road 50' PD Perimeter 25' Perimeter From Adjacent Buildings 50' Min. Let 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 NAVD88 prepared by ASM dated 03/15/2017. Vertical Datum Final Landscape and be landscape plans are required to be submitted for rdplansto approval prior to landscape construction. Landscape 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. I. regulations. 2. units. 3. Fire Protection measured sholl 4. site, of maintained Fire hydrants shall be installed so that the design ancalculation meet the requirements in City Of Ocoee subd Fire access shall be from the front of the proposed dwelling Fire hydrants shall be placed no farther than 500' apart, along the roadway. No building intended for occupancy exceed 250' from the nearest fire hydrant. During construction, when combustibles are brought on to the access roads and a suitable temporary or permanent supply water acceptable to the fire department shall be provided and chapter 16, NFPA 1 2018 Edition (FFPC 2015 Edition). 1. prior Miscellaneous and 2. final Any existing septic tanks or wells shall be properly abandoned to earthwork or construction. Permits shall be applied for issued by the appropriate agencies. All acreages are subject to change with final engineering and plat review and approval. 1 1 Units Gallons Per ERC Per Day Projected Potable Water Demand (Gallons Per Day) 377 350 132,300 MINEMEMEM Units Gallons Per ERC Per Day Projected Potable Water Demand (Gallons Per Day) 377 300 113,400 M 1 1 0 )® 1 1 Student proposed Projected School Generation Rate Dwelling Units Student Population Park, Loke Elem, 0.191 377 72 Ocoee M.S. 0.095 377 36 Wakiva H.S. 0,131 377 SD reational Area Units X (3 Residents/Unit) 12�5Acres Required = 5.00 Acres/ Per 1000 Population X 5 Acres/1000 Residents = Required Recreational Area = 3.48 Acres Recreational Area Provided Tract ID Acreage P-1 0.80 P-2 0.19 P-3 1.86 Total 2.85 MISL DATA 1. SUPPORTSERVICEE: WATER SERVICE: THE DOMESTIC WATER DEMAND HOSTILE 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 r ITE WATER DISTRIBUTION MAINS AND HYDRANTS DESIGNED IN ACCORDANCE WITH ORANGE COUNT R FIRE FLOW DETERMINATION AND FIRE HYDRANT SPACING STANDARD Goes AND NFPA ANNEX H E I. SANRRAY SEWER SERVICE: THE SANITARY WASTEWATER WILL FLOW VIA OWSUE GRAVITY MAINS TO AN OWSRE LIFT STATION. A PROPOSED FORCEMAIN WILL CONNECT TO AN EXISTING ORANGE COUNTY WASTEWATER FORCEMAIN ON M-RMICK ROAD. RECLAIMED WATER SERVICE: THE ONSRE RECLAIMED WATER SYSTEM WILL CONNECT TO AN EXISTING ORANGE COUNTY UTILITIES RECLAIMED WATER SYSTEM ON M-RMICK ROAD. STORMWATER MANAGEMENT: THE PROJECT STORMWATER MANAGEMENT, WATER QUALITY TREATMENT AND WATER QUANTITY ATTENUATION, WILLS PROVIDE FOR IN THE PROPOSED ON SITE PONDS. THE PROPERTY CAN BE DEVELOPED WITH A MAXIMUM OF 70% IMPERVIOUS COVERAGETHE PROPOSED PONDS WILL BE PART OF THE MASTER DRAINAGE SYSTEM . THIS WILL PROVIDE COMPLIANCE WITH THE MOST STRINGENT CRITERIA BETWEEN THE CRY 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. ENTRY SIGN NOTES: SIGNS IDENTIFYING A SUBDIVISION OR MULTI -FAMILY DEVELOPMENT MAY BE PERMNTED 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 UPTO NINE UNITS (WHICHEVER IS MORE RESTRICTIVE), 2. MAXIMUM HEIGHT OF SIGN - SIX FEETABDVE ESTABLISHED LOT GRADE. 3. SIGNS SHALL BE LOCATED WITHIN 30 FEET DEAN 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-BACKOR V WITH MAXIMUM 45 DEGREE ANGLE. 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 Total 42.67 NOTE: PROPOSED DEVELOPMENT WILL PROVIDE IN EXCESS OF THE MIN. REQUIRED 5% AS REQUIRED IN POLICY 7.7 / 1 1 1 / STORMWATER POND TRACTS PROVIDED Tract ID Acreage SW-1 1.84 SW-2 5.10 SW-2A 4.03 SW-3 1.27 SW-4 3.69 SW-5 1.57 Total 17.50 •11 0 e 1 REQUIRED PROVIDED Land Use Developable Acres Required PD Percentage Of Open Space By LCO 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 2.B5 31.65 42.67 17.50 94.67 Open Space Required 48.31 Open Space Provided 94.67 Ili Il�ii� .i�, ll II���YII Street 'A' Wynwood Forest Lane Street 'B' Greenwood Oak Drive Street 'C' Coachwood Drive Street '0' Brianwood Grove Lane Street 'E' Sandalwood Isle Way Street 'F' lslewood Court OWNERSHIP &MAINTENANCE PURPOSE • 1 1 1 1IN SIZE (AC.) TRACT NAME OWNERSHIP &MAINTENANCE PURPOSE SIZE (AC.) TRACT NAME OS-1 To Be Owned & Maintained By HOA Open Space Tract 5.42 SW-2 To Be Owned & Maintained By PDA Stormwater Tract 5.10 OS-2 To Be Owned & Maintained By HOA Open Space Tract 8.38 SW-7A To Be Owned & Maintained By HOA Stormwater Tract 4.03 OS-3 To Be Owned & Maintained By HOA Open Space Tract 13.74 SW-3 To Be Owned & Maintained By HOA Stormwoler Tract 1.27 OS-4 To Be Owned & Maintained By HOA Open Space Tract 2.71 SW-4 To Be Owned & Maintained By PDA Stormwater Tract 3.69 OS-5 To Be Owned & Maintained By HOA Open Space Tract 11.43 SW-5 To Be Owned & Maintained By HOA Stormwater Tract 1.57 OS-6 To Be Owned & Maintained By HOA Open Space Tract 0.97 C-1 To Be Owned & Maintained By HOA Conservation Tract 16.76 OS-7 To Be Owned & Maintained By HOA Open Space Tract 0,02 C-2 To Be Owned & Maintained By HOA Conservation Tract 13.60 P-1 To Be Owned & Maintained By HOA Park Tract 0.80 C-3 To Be Owned & Maintained By HOA Conservation Tract 1.29 P-2 To Be Owned & Maintained By HOA Park Tract 0.19 LS-I To Be Owned & Maintained by Orange County Lift Station Tract 0.06 P-3 To Be Owned & Maintained By HOA Park Tract 1.86 FD-I To Be Owned & Maintained by HOA Future Development 26.77 SW -I To Be Owned & Maintained By HOA Stormwater Tract 1.84 FO-2 To Be Owned & Maintained by HOA Future Development 29.86 J3 07/0,2021 SUBMITTO CITY OFOCOLB,O.C. J2 iN/20/2021 SU&\BTTO CITY OF OCOEE, OC 13/24/2,,21 SUBMITTCOjR\PNID 1 B/12/2,,21 suB rr FFSTTETOOIL{NGR COU0 IN 11/16/2020 y111ITTO CITY OPOCORfi MYNID a Dare DESCnlcru>Ns. SUBMISSIONS/REVISIONS VERTICAL DATUM: NA'D88 '.OB NO, 16-114 DESIGNED BY: IA1 DRAWN BY: RS, KL CHECKED BY: I,`W APPROVED BY: NOS SCUK IN FEET, N.T.S. Project N;une: FINAL SUBDIVISION PLANS FOR WYNWOOD PUD PHASES 1 & 2 AND MASS GRADING PLANS FOR PHASES 3 & 4 laasdi"mo: OCOEE, FL SheerTide: SITE DATA Sheer No.: C2,01 N g,2 W " Jm lHo Ld D Siitilrh ,ta .yga -•. q Poulos & Bennett, LLC 2602 E. Li,mg-e SL, Od-do, PC 32903 Tel. 407.487.2594 '.r.paul„snndbemen.mm Euq. Bus. No. 28567 SWANN HADITY STUMP- s y ro 01FI'MCH & SPEARS Bl w" 1 rnri R t0uOa P;A,Rf� h n Idll nrrb AUl do Prix asI31 i I � •» ellft,•1 •d} .rl+.li ll nl: la::�. a I i ••' Idrpar u)1 ni_J is to I'noit Ia'U,1 a4c13ycam and liimgmed 1 ake are ncuher ptiOnvaced no, Tin lnnl nl ,irt f eonl tide. i r al-4 and c tafed mid) to tN (ny of O oti and, t srn al n 1�` insurzdi'Ina to Po-vcol3). ShulTielii iommtn&,N dun 1 1 [m cnitl)t7l nim"on wtii lusnrkiol ionpl nPoi'thc Pntlicriy r,n,a,r, lh • opnwn.n Io neoiil title n!ndcri-ii hsrzur nine he nhcil u on mil ly by City of Ocoee and f I t r. ti s ynTr nrI 1 ) r'. rq (f. Ini Vol dee, nnlnnr title tounyrart l'Il Iinlyinp K-lowth- diviag hiphwittcr Shullizid 1 roman 4-.11 ds n 1 \ Inr u i p 1 p 3se and mnyutotav f� a o "el, I upon by arty t -,-`` 'Ji u 1 °•' 's „^"" ).). othOf f"14 Or to( oly:otherporpsu )yliuUuN eY,. nnul vl'i ry.. hmnnh 6o ty, )laanur (A, Gr &arcel 3 .o:.,y, -PI—eamadCoslq Uu haic-iii't luenuumkoil enunppur F:p tlmnndwiil hcrcfiis 7. 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NAVI)88 JOB NO: 16-114 DESIGNED BY: )AI DRAAC'N BY: RS, ICL CUCKEDBY: JAI APPROVED Y: hmS SCALE 1N FEET. N.T.S. Project Name: FINAL SUBDIVISION PLANS FOR WYNWOOD PUD PHASES 1 & 2 AND MASS GRADING PLANS FOR PHASES 3 & 4 iansaied�a: OCOEE, FL Shealride: TITLE OPINION Sheet ivo.. C2.02 Cent: i4 dare D Steh)I a Q Poulos & Bennett, LLC 2G02 E. L,v, Otnn St., Od-&, FL 32803 Te14ozd872514 „.pouhmndb�nnetmm F R. B S, No. 28567 K N IPIGTON IAMOR YDIVISION 28-21-28-0000-00-010 Orange County 8CC TEMPORARY CONSTRUCTION ENTRANCE IPLAND BUFFE MIN. /25' AVG.) I 33-21 29 0000-00-005 Barry A. Reiter Gretchen R.H. Vose II Parcel SILT FENCE )TYP.) R I , I� TRACTS-W-1 - 34-21-28-0000-00-105 N. Destiny Christian Center Church Inc. ICII I TRACT SW-2A 28-21-28-0000-00-012 Orange County BCC 34-21-28-0000-00-020 James E. Sweazy SILT FENCE (TYP.) 33-21-28 0000 00 006 Estato of �� �' . i�� David Ro{,owski / TRACT P 1 �� �.DO AC & ` `IMP i TTsw-z �S M1„ 9G;. '- T 5 1 EPISINGLE SILT FENCE PHASE 1 D _-. BEGIN DOUBLE SILT 1 V 33-21-28-0000-00-030 Walter &Susan Adamsgill c ( I 1' ./�,� _ L a5 �! ��� ''� %� I- I ; � i`_, PHASE 2 1 /\/ I I I I I I I I I I I I I I I I I I I I I I SW � _---- --- I 1 34-21-28-0000-00-005 ' Walter&Susan Adams I 13 100 0 200 400 SCALE IN FEET I I 1 ( 34-21-28-0000-00-006 I New Destiny Christian Center Church Inc. I �°C I IOc a", I TYPE III SILT FENCE ! (DOUBLE) (TYP.) UPLAND BUFFER (25') .0 1.12AC.WET NDIMPACT I 34-21-28-0000-00-031 34-21-28-0000-00-030 TIITF Bao An Buddhist Center lnc. END 5 NGLE SILT FENCE BEGIN DOUBLE SILT FENCE 118.28 ACRES m1 arc d CPA/Ml SUMIITTO CITY Or OCOLL, O.C. 2 Iq/20/201 SUBMITTO CITY OF OCOEE, O.C. 03/ 4,- 1 SUBMIT TO NIVOID 1 (11/I /202I SC`Q`LNTV O1 FTSItETOME SUB\BTTO CRY OP OCORE o II/1rp 0 SSIRRND A D.1TE' DESCRIPnONS, SL BMISSIONS/RL\`ISIONS WFICALDATWI: NAVD88 OR No. 16-114 1151GAED BY: ) AI )RAVINBL RS,KL _HECKB.D BY: ).AI APPROVED BY: MDS ;CALF. IN FEET: I`=200' Project Name: FINAL 3UBDIVISION PLANS FOR WYNWOOD PUD PHASES 1 & 2 AND MASS GRADING PLANS FOR PHASES 3 & 4 h—chch- DCOEL, P'L sheet rdt: 3TORMWATER POLLUTION PREVENTION PLAN 'F—t Na.: C2.10 J yt0, �� �d�• "'j m �U � 01 IN D 5tohl.. oB.,, .1 1.. rn n nbz��.nfiMo Poulos & Bennett, LLC 2602 E. Li—ptnn St., Oclondo, FL 32803 TA 407,4872594 z ,,—I—dbtenettmm EnB. B s, N. 28567 IF NUP: Concrete Washout Area (CWA) N1FN4-1 �'n .x SffTjON� ' CV/A-I. i"ONCEE F WASHOUT AREA "I 711i7l Ao,amb�rvNM alin¢,nd FFwJ wn„ul Dln,in Clan-J IT Smm,Drdn.ayv CHleely Sfanual Vul m.. J NIM-1 Concrete Washout Area (CWA) POST (OPTIONS: 2" X 4" OR OPTIONAL Z' MIN. -3' MAX 21/2" MIN. DIA.1 WOOD; Oa PRINCIPLE POST POSITION PRINCIPLE POST POSITION (CANTED 20'TOWARD ROW) POST POSITION _ 0 FF-Z0 '„_(CANTED 20'TOWARD FLOW) STEEL.33 LBS/FT. MI N.)� 6' MAX. FILTER FABRIC (IN - CONFORMANCE FILTER FABRIC '-FILTER FABRIC o z WITH e ® ® SPEC.)SEC. 985 FOOT SILT FLOW SILT FLOW SILT FLOW / r DOUBLE SILT FENCE SECTION ELEVATION NOTE: SILT FENCE TO BE PAID FOR UNDER THE CWITRACT UNIT PRICE FOR STAKED SILT FENCE LEE). 1A'PE III SILT FENCE N.T.S. O TYPE III SILT FENCE PROTECTION AROUND DITCH BOTTOM INLETS. DIVERSION RIDGE REQUIRED WHERE EXISTING GRADE EXCEEDS 2% \ PAVEUOAD \ 2960R GREATER SECTION A -A FILTER FABRIC -'-� Silt Flow NOTE: SPACING FOR TYPE III FENCE TO BE IN ACCORDANCE WITH CHART-, SHEET OF 3 AND DITCH INSTALLATIONS AT DRAINAGE STRUCTURES SHEET 2 OF 3. TYPE III SILT FENCE TYPE III SILT FENCE DO NOT DEPLOY IN A MANNER THAT SILT FENCES W ILL ACT AS A DANI ACROSS PERMANENT FLOWING WATERCOURSES. SILT FENCES ARE TO BE USED AT UPLAND LOCATIONSAND TURBIDITY BARRIERS USED AT PERMANENT BODIES OF WATER. SEDIMENT BARRIER SPILLWAY (5/THETIC BALE TYPE SHOWN) SUPPLY WATER TO WASH WHEELS AS NECESSARY NOTE: USE SANDBAGS, SYNTHETIC BALES OR a OTHER APPROVED METHODS I"O f' CHARRIET RUNOFF AS aO� 101� REQUIRED. 3" COURSE AGGREGATE MIN. NIIN 6' THICK x (\1\ w ` DIVERSION RIDGE 50' MIN. PLAN 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 15 REQUIRED, 1T5HALL 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. TEMPORARY GRAVEL CONSTRUCTION ACCESS N.T.S. SILT PENCE APPLICATIONS N.T.S. PLAN VIEW NOTES: 1. PLACE CURB TYPE SEDIMENT BARRIERS ON GENTLY 5LCPING STREET SEGMENTS, WHERE WATER CAN POND AND ALLOW SE➢IMENT TD SEPARATE FROM RUNOFF. 2. SANDBAGS OF EITHER BURLF➢ OR WDVEN GEOTEXH_E FABRIC ARE FILLED YAM GRAVEL IAIEREO AND PACKED RCHTLY. 3. LEAVE A ONE SANDBAG GAP IN THE TOP ROW TO PROVIDE A SPILLWAY FOR OVERCLOW. C INSPECT BARRIERS 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 SUL TRACKED ONTO ME STREET, CURB AND GUTTER SEDIMENT BARRIER N.T.S. SEED AND MULCH SPECIFICATIONS 1, WINTER(SEPTEMBER THROUGH JANUARY) A. RYEGRASS B. BAHIA GRASS(90% GREEN OR BETTER) C. FERTILIZER 10-10-10 Cl. STAGE 1(AT PLANTING) C.2. STAGE 2 (AT GERMINATION) 2. SPRING (FEBRUARY THROUGH MARCH) A. RYE GRASS B. BROWN TOP MILLET C. BAHIA GRASS (90°6 GREEN OR BETTER) D. FERTILIZER 10-10-10 D.1. STAGE 1 (AT PLANTING) D.2. STAGE 2 (AT GERMINATION) 3. SUMMER (MARCH THROUGH AUGUST) A. BROWNTOPMILLET B. BAHIA GRASS(90% GREEN OR BETTER) C. FERTILIZER 10-10-10 CA. STAGE 1(AT PLANTING) C.2. STAGE 2(ATGERMINATION) PER ACRE 30POUNDS 70POUNDS 400 POUNDS 400 POUNDS PER ACRE 20POUNDS 20 POUNDS 70POUNDS 1. DURING CONSTRUCTION, THE CONTRACTOR SHALL TAKE ALL REASONABLE MEASURES TO IDSURE 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 DIINIMUNI, THE RETENTION/DETENTION STORAGE AREA 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 NIU5T BE REMOVED FRONT THE STORAGE AREA 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 (SJRWNID) AND CITY OF OCOEE EROSION PROTECTION STANDARDS. CONTRACTOR 15 ULTIMATELY RESPONSIBLE FOR ALL EROSION CONTROL COSTS INCLUDING ANY COSTS ASSOCIATED WITH COMPLIANCE ISSUESAND ENFORCEMENT ACTIONS. 5. THE CONTRACTOR WILL BE REQUIRED TO SUBMIT A DETAILED EROSION CONTROL PLAN TO COUNTY ENGINEER FOR REVIEW AND APPROVAL A MINIMUM OF TWO (2) WORKING DAYS PRIOR TO THE PRE-COP15TRUCTION MEETING. AT A MINIMUM, THE EROSION CONTROL PLAN SHALL PROPOSE SILT SCREEN OR STAKED HAY BALES AND TURBIDITY BARRIERS IN ACCORDANCE WITH THE CONSTRUCTION PIAPIS. 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. B. 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. - t 11. ALL EROSION CONTROL MEASURES SHALL BE PLACED PRIOR TO CONSTRUCTION. EROSION CONTROL SHALL CONFORM TO SRW MD 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. 13. THE CONTRACTOR 15 RESPONSIBLE FOR APPLYING FORAND 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.E2 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 15 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 INIPLENIENTA 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 GEOTECHNI CAI ENGINEER SHALL PROVIDE RECOMNIENDATIONS FOR BACKFILL AN[) COMPACTION OVER THE AREA OF WORK. CONTRACTOR TO PROVIDE POST -CLOSURE REPORT TO ENGINEER. : I 22. CONSERVATION AREAS SHALL REMAIN UNDISTURBED AND THAT ALL CONSTRUCTION, DUMPING AND DISTURBANCE OF SOILS AND VEGETATION INCLUDING MOVING, TRIMMING AND REMOVAL 15 PROHIBITED. 23. IN THE EVENTIDE EXCESSIVE OFFSITE TRACKING, THE CONTRACTOR SHALL INSTALLADDITIONAL MEASURES. A- 400POUNDS NPDES PERMIT 400 POUNDS 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 PER ACRE ACTIVITIES," PER FLORIDA ADMINISTRATIVE CODE 62-621.300(4) IN ACCORDANCE WITH FDEP REQUIREMENTS. THE 35POUNDS CONTRACTOR SHALL PREPARE AND SUBMIT WITH THE APPLICATION, API APPROVED "STORMWATER POLLUTION PREVENTION PLAN" AND PERFORM/CERTIFY ALL INSPECTIONS AND RETAIN ALL. INSPECTION REPORTS AND 70POUNDS DOCUMENTATION ON FILE AS REQUIRED FOR FDEP REVIEW. ALL FEES 514ALL BE PAID BY THE CONTRACTOR, AND THE ,. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY PENALTIES OR FINES FDEP MAY LEVY FOR FAILURE TO COMPLY WITH 400 POUNDS THE PERMITTING REQUIREMENTS. 400 POUNDS CALL BEFORE YOU EXCAVATE "CALL SUNSHINE" 1-800-432-4770 TOLL FREE FL STATUE CIS 351N-) REWIRES .IN2 DAYS AND MAX. S DAYS NOTICE BEFORE YOU EXCAVATE W/09/ID211 SUB\LITTOCITYOPOCOFF,O.(_ Id/20/2021 SU➢NIQ TO CITY OF OCOEE, O.C. N/24/2021 SUBMIT TO SJILMID UI/Ia1ll2l SUBI[IT FLU U TO ORANGG OI,Rr fI/14/2U'0 SUB\BTTO CRY OP 0C0F.F. &SIRI ID ), DATE DESCIPIT0N1: SUBMISSIONS/REVISIONS 'ERT1c4L DATUNI: NAVU, 88 M NIO 16-114 DEIGNED BY: )AJ JIOWN BY: RS, KL 'HECKER BY: ,PPLICAID BY: \IDS CAI E IN FEET': N.T.S. '.ICcr N,v ?INAL ;UBDIVISION ?LAMS FOR JWYNWOOD PUD PHASES 1 & 2 AND MASS GRADING PLANS FOR PHASES 3 & 4 J.-cht-don: DCOEE, FL Sheet T III,: STORMWATER POLLUTION PREVENTION DETAILS ELT- No.: C2.11 B41 B aLC�V®9"aa b43W,NtI-1 �rv» o y^sy S Ig2 Eu ¢dam Z He _ "=Vi KC h q-1 01 nb� .a "��Gv���ryi aiJ �ulni �. yMt.l mP�, of,h,�ioo +,ed.mAPoledda,J,i�� 8 rze em �b:.E,:faA"� Poulos & Bennett, LLC 2602 E. Lwittg t, St., Od-do, FL 32803 Tot. 907,4872594 zr.pauloseudbcmrtr.mm Eng-13, s. No. 28567 OHiN / 1 I I / I ,1 cull - --OHi/ - 0 1l 0{1M OH\N -aFt,l---OH9l-- ON,! OHVI .I t 'J � V 100- YR BASE FLOOD 11111 ION = 11.111 PER FEMA FIRM PANEL 1209SCO21OF EFFECTIVE SEPTEMBER 25, 2009 (TYP.) A' 46 WIDE FLORIoa PowER � -� � \ I t, /I� , \ \ � � (' CORPORATION EASEMENT -� �:, 1 R E AD PER BK 3B7 PG 1328 TO N BE VACATED / 1 - A e1 Is I LAND 3 _ 1 100 0 200 400 SCALE IN FEET A No Base Flood Elevation Determined, AE Base Flood Elevations Determined. Area Outside The 100 Year Flood. Areas Of 0.2% Annual Chance Flood; Areas Of I% Annual Chance Flood With Average Depths X Of Less Than 1 Foot Or With Drainage Areas Less Than I Square Mile; And Areas Protected By Levees From 1% Annual Chance Flood. Source: FEMA Map Service Center, Orange Co., Florida, Mop No. 1295CO560F, Panel 560, Dated Revised: 09/25/2009. PARCEL804 (DRAINAGE EASEMENT) PER BK 4029, PG 1550 & BK 3921, PG 117 3 07/10/2021 SUBMIT TO CCTY OF OCOLL, O,C M/d1/2821 SUBMT'R) CITY UP OCOEF O.0 1 1a/24/211l SUBMITTIIS)ft\F11D 1 0I/12/2021 COl phOFTSITE T0011.4N'GE T 11/16/21,21 SU BIBT TO CITY OF OCOFF, a SIRR+ND i. m. Daauvnovs: SEM0SSIONS/REVISIONS TUIC.ALDMUM: NAVE,88 OB NO: 16-114 )ESIGNED BY: �a )1L961N BY: RS, KL 'ITECKED BY JAI 1811ROFED BY: \IDS_ ;C,\LEIN FEET? 1"=200 Pmj—Nun,: FINAL SUBDIVISION PLANS FOR WYNWOOD PUD PHASES 1 & 2 AND MASS GRADING PLANS FOR PHASES 3 & 4 Ji�dsdicnon: ,)COEE, I L Sheet Tide: EXISTING CONDITIONS & DEMOLITION PLAN Sheet No.: C2.20 is d. ®a8AAA69 &A9A6 a9 !9W v`ti ^p4O LY9 de �j — V z ,nl cnAeeJM AJ,r ,. ,m nvw 6=ceuli em �,y rope Poulos & Bennett, LLC 2602 E. St., Od-d., FL 52803 TeL 407187.2594 7v.paul—nmd6ev-r,rm E., It— No, 29567 ' Ntap: i >, POND 7 BUFFER 8 1 (0.28 AC.) PROPERTY BOUNDARY(TYP.) TRACT OS-7 0.02 AC. {�T BUFFER 1-5 - (0.38ACJ TRACT OS-2 i TRACT OS-1 I 8.38 AC. 5.42 AC. (0.36 AC.) SECONDARY IMPACT SWI3 1 (0.01 AC.) WETLAND IMPACT WI3 PHASE 1 q5 46 47 48 7 _ 4 3 / 3 34 iG P1 0.80 AC. 32 31 15 14 \ 30 16 29 1 5 13 ` 17 28 6 12 8 27 11 19 pHPSE� 8 - - \ SO P-2 0.19AC (0.03 AC.) WETLAND IMPACT WI-1 I f- BUFFER B-6 (0.07 AC.) I � /POND 6 I I McCormick Road \30' ROW DEDICATION (TYP.J 0.91 AC. 1.52 Ac. e T WETLAND TO BE PRESERVED F 0 TRACT& 3 1.29 AC. , { TRACT SW-1 92 .84 AC. 93 94 95 96 i r 97 50 99 98 109 51 52 53 I I5 57100 \\j0 OS 54 551 6 06\\ f' 03104 0 64 01102 65 63 �, 11�,. 58 20 I 26 21 1 21 22 I 24 �I 3 1 1 1 1 PHASE 4 (FUTURE DEVELOPMENT TO BE 1� MASS GRADED) 1 _r `-- -TRACT FD-1 1 --- _- 2.6.77 AC. I 17ROUTLAKE_�- v `15.50Ac. ( 1 WETLAND TO BE PRESERVED ( BUFFER 8-2 (0.91 AC) - _. 7 I r es TRACT OS-6 0.97 AC. TRACT SW-2A 4.03 AC. 2 00 AC. W ETIAND IMPACT WI-4 127 TRACT OS-3 13.74 AC. PHASE 2 137 1138 1 i � 1 I i �1 APPROXIMATE LOCATION OF EXISTING 0.32 AC. DITCH TO REMAIN UI 140 t 141 i ��l I (b 00 0 200 400 SCALE IN FEET LEGEND WET -ND WETLANDIMPACTAREA N SECODARI'`NETLAND 11 ON AREA UPLAND BUFFER (15MIN ) { UPLAND BUFFER SIGN, SEE DETAIL SHEET C4.13 TRACT ID ACREAGE WFTLAND CLASS Wl 15.54 IR W2 11.98 III W3 0.92 III W 4 2.01 111 WS 1.12 lit TOTAL 31.57 TRACTID ACREAGE WETLAND CLASS WI-1 0.03 III WI-2 0.23 IN WI-3 0.01 III WI-4 2.00 III WI-5 1.12 IF TOTAL 3.39 BUFFERID ACREAGE B 1 0,28 8-2 0,91 8-3 1.85 B-5 0,38 B-6 0.07 TOTAL 3.49 EXISTING WETLANDS 31,57 WETLAND IMPACTS 3.39 SECONDARY WETLAND IMPACTS 1.86 PRESERVED WETLANDS 28.16 BUFFERS 3.49 CONSERVATION EASEMENTS 31.65 3 07,10121121 SU&IIITTO CITY OPOCOEE OU. 2 EVEA2tR[ SUBAIITTOCHYOFOCOEE,O,C ? RV242121 SLIBMTTOSIMID 1 U/U/2121 1U118T OFFSITE TO ORANGE COFNIT t ❑/16/21@1 SS'R\1 j70 CRY 0P 0C0EP. UECNPIIUNS: SUBMISSIONS/11MISIONS VER'IICALDATUM: N;1I'D 88 DB NO: I6-114 DESIGNED II JAI DRAAYT' BY: IRS, hL rRECKED BY: 19I APPROM`ED BY: 1MDS SCALE IN FEET: I" =2(XY P.p,cr N-': FINAL SUBDIVISION PLANS FOR WYNWOOD PUD PHASES 1 & 2 AND MASS GRADING PLANS FOR PHASES 3 & 4 Judsdicdon, OCOEE,FL Sheet Tide: WETLAND CONSERVATION PLAN Sheer No C2.30 Sanl�®Ys®®saaou®®a®® �m o vc". p; r oia �w DSWIR11-.3� luran Iu Fmd.cumu Wy.gi�d vui.drd ia� a Jigi3i v..LL<Jvv u.daN v,Jl.lrA �.,A it y i«.mui b..edfiMv my Poulos & Bennett, LLC ?6U2 E. L-Diogrtrm SE, Od.do, FL 32803 Tel. 407.487. 2594 �r.pm,l�znndLennelt.cnm Enq, B s No. 28567 MATCH EXISTING GRADE MATCH EXISTING GRADE r 12" STABILIZED SUBGRADE COMPACTED TO MINIMUM 98%OF MAXIMUM DRY DENSITY (ASTM D1557) (MIN LBR40) TOP 6" FBV 50 I 12' STABILIZED ACCESS DETAIL— N:Fs. 90, MATCH EXISTING MATCH EXISTING GRADE GRADE 12" STABILIZED SIBGRADE COMPACTED TO MINIMUM 98960F MAXIMUM DRY DENSITY (ASTM D1557) (MIN LBR40) TOP 6" FBV 50 CUL-DE-SAC STABILIZED ACCESS DETAIL NTS. TITV Tr( AT) KEY MAP N.i'.8. 1—10' U.E. OW VARIES - I- 1U U.E.--{ 5' VARIES 20' 1.33' VARIES 1.33, 12' 12, 2' VARIES T S/W SOD N-BOUND SOD OUT -BOUND OUT -BOUND SOD S/W LANE LANE LANE I � I I I I 1 1 1 1 I TYPICAL ENTRANCE ROAD SECTION (80' RO` O N.T.S. I I I I I I I TYPICAL ROAD SECTION (50' ROB N.T.S. TYPICAL CUL-DE-SAC SECTION N.T.S. ON —STREET PARKING EASEMENT TO BE OWNED AND MAINTAINED BY HOA Iw I I I I I TYPICAL PARALLEL PARKING SECTION N.T.S. KEY NLIP N i'.S. k'T�V TvfAP NTS, KEy I 1P I i's. KEY IL-P Ni.S, 2" (IN.) STRUCTURAL ASPHALT (SP 9.5) 1 8" (IN.) HM FROCK. HM EROCK SHALL BE COMPACTED TO A MINIMUM OF 98 PERCENT OF MODIFIED PROCTOR MAXIMUM 2 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 3 THE OPTIMUM MOISTURE CONTENT AS DETERMINED BY ASTM D1557. IN ADDITION SUBGRADE SHALL HAVE A MININIUM FLORIDA BEARING VALUE (FBV) OF 50. 4" (IN.) THICK CONCRETE SIDEWALK (3000 P.S.I.). SEE DETAIL, 4 SHEET C4.13 S MIAMI CONC. CURB 6 TYPE'A' CONC. CURB 7 MONOLITHIC CURB SEE DETAIL C4.13 8 6" CURB PAD STABILIZED TO FBV 50. SOURCE: REPORT OF GEOTECHNICAL EXPLORATION (1736S01), DATED JANUARY 14, 2020, BY UNIVERSAL ENGINEERING SCIENCES; CITY OF OCOEE DESIGN STANDARDS, ARTICLE 3. NOTE: PLEASE SEE CITY OF OCOEE DETAIL NO. PWO02 ON SHEET C9.00 FOR FLEXIBLE PAVEMENT REPLACEMENT INFORMATION. 1 0/09/2112I SUB?RTTOCFFYOROCOEE,O.0 1i/ /2t21 SUBNITTO CITY OF OCOEE, Of. 1}/24/211 SUBUVTOS)R1N,11D SUB \ IITOFFSHEIOORANGE UI/ ( 2l I COUNTY 11/16/21C0 5 \ADO CIlY OPOCORR ). O.1TE: UE.SCNITIONS: SUWOSSIONS/REVISIONS 'EMICALD.YLUM: NAVEH8 JBNO: 16-114 )ESIGNED BY: (:ll )RAWN BY: 16, KL 'NECKED BY: jA] 1PP20NED BY: MDS GiLE IN FEET: N.T.S. ,.I ec[ Name: r INAL )UBDIVISION PLANS FOR JWYNWOOD PUD PHASES 1 & 2 AND WASS GRADING PLANS FOR PHASES 3 & 4 P—di—n DCOEE, 1'L Sheet Ti6c: TYPICAL ROADWAY SECTIONS & DETAILS Shcec Na.: C3.00 >rd: p0a94®A®tl8ddd Bg N "s 9 "qy op t= U �D Shlia Poulos & Bennett, LLC 1602 E. Lm1 ,8.lon SC, 0,1 &o, FL 32803 TA,WT487.2594 ­p­I] ,dbeo 1Lc E., Bus. No, 28567 I � I I I I � TRACT OS-7 0 , I Q -w1bEeGc�imick 33-21-28-0000-00-005 Barry A. Reiter Gretchen R.H. Vose Parcel 33-21-28-0000-00-006 Estate of David Rokowski 3 3-21-28-0000-OD-030 Walter & Susan Adams TRACT P-1 11 I I 30' ROW DEDICATION (TYP.) TRACT OS-1 5 6 7 8 9 TRACT FD-1 is 17 �it 18 19 TRACT P-2 20 21 22 TRACT OS-2 iTRACT C-3 93 OTRACT SW-1 94 � 3s a95 97 47 � 48 49 - -' 30' .E. 1° 98 50 zb.� ,� aa. sbs' 99 109 51 52 _ I 100 IF. ! 108 6a3 es.r 53 - le_ 57O'- \ 107 54 55 1 L 56 1 i 20 { n, �,� tas sa n zz ° e 105 Y 35 s s -'� 34 d` �` ti et- 103 64 . 1 '{s3 na7 s3a 73D 102 � _ � m 33 30 37 65 63 101 , U \ 62 61 60 II,- 11 59 'If v 32 38 at. 66` 31 39 67 zas 651 40 tr*:: 20' D.E. .% -I ray 68 a' cd 30 V a91' cz.i TRACT SW-2 O 41 29 0 0 42 70 Z8 43 1. 69 71 0 72 73 74 '9 531 e73 4 95 4�5 4, 75 , 21 44 26 25 -rza 24 -rm 23 76 77 53.a' se a7 r \ 80 82 89 _ /... 84 3 30 / 90 1 / TRACT 1 1 SW-4 1 ' xx 1 ' 1 1 0 1 1 3 1 (b 50 0 100 200 SCALE IN FEET lice \map: 03 17/09/2101 SUBMITTO CITY OPOCOLF, O.0 Ic 91 fCARI SLBAm COCMOI OC'OEE O.C. (12 -3/ 4/021 5LBIITTOSJRU1D 11 )1/12/2iI Sunbl- OFYiITt' 008.\\GL COINTt' l0 11/16/?f , &SBIRFE TO CITY OF OCOFFI SO DXM DESCRIPIIO.\'i, SUMSKONS/REIISIONS VERTICAL DATUM NAVE) SS JOB N0, 16-114 DESIGNED BY: CAI DRAWN BY RS, KL CtiECkED HY: J.'11 APPROVED BY: NIDS SCALE IN FEET: I" Pmjw N;-,: FINAL SUBDIVISION PLANS FOR WYNWOOD PUD PHASES 1 & 2 AND MASS GRADING PLANS FOR PHASES 3 & 4 1 i non: OC C EE, EL Sheet Tide: LOT GEOMETRY PLAN Sh—No C3.50 Sealy®q2@®ABaA,egiSpg` te arc D SYsthliy � -� --- Q i c�pc Poulos & Bennett, LLC 2602 E. L g: n St, Od"ndq FL 32803 Tel 407487.2 94 c�«� p�ulmv�36evnett.cnm Eng. Bus. No. 29567 TRACT 05-6 30' ROW DEDICATION 39 92 � 93 yl 3s n9 110 109 .5 108� \ 101 111 106 \\\\J o\\ '5 \ 1 112 \ .. 1 i I I - I I � I -b t -7- 77777— — -- — —I ----�- ------------- I I 34-21-28-0000-00-020 34-21-28-0000-00-005 James E. Sweazy Walter & Susan I Adams I — II I TRACT OS-3 113 1 \ 123 114 � 124 p 115 � i \ 125 z I I v 116 4o �\ \ G 141 � �(q TRACT SW-2 66.z 666' +s.r zza' 64 4E.-.nib' 117 1 \ 6" L) ? 20' D.E. n I I 121 133 . 134 135 ^ 136 c 139 q ? 118 P 132 137 j4.a' 00 130. 11960 129- 142 - — n I 128 s9°.� � of 120 ,I zsz sas' o, s.t sa, I 81 0 82 83 84 ? 85 86 121 �t 190 r\` 189 7 TRACT IS-1 187 = , 20' .E. ' 196 TRACT SW-4 6E � I � I / l � I � 1 O i ✓ 6° AyN 169 768 ts6A, t t io6'? 143 0'tl o i4 s170 �145 144 / 171 / 172 167 1^ � 173 � 146 I t744x6 166 '� no I 20' 175 147 , 3 - � '176 165 m 148 177 ... 149 179 163 \ TRACT OS-4 a P� \ 150 180 sz 62 151 I # 161 160 !'S 183 182 \ \ \ aN 153 20' U- 159 vv I \ 154 I \� \ 158 zs3 a u s 155 157 t33.6 156 ....i 4 I TRACT P-3 TRACT C 2 TRACT ° O SW-5 — I� IA (b 50 0 100 200 SCALE IN FEET Kv,MN,: 03 07/07/2021 SUBMIT To CITY OF OCOLE, 0C 02 A/21W021 SUBMIT TO crrY OF OCOEE, 0 C. 02 113124/J121 SOBMdT TO SJRMMD W 01112JX,2I SUBMIT OFTSItT TO ORANGE COUNTY N0 II/1(/2f) SIB NIT TO CITY OF 000FF. R SIRO'I➢ NO. DAM DESLWMION'i: SUBMISSIONS/REVISIONS \ERICALDA111M1: NAVD 88 J0B NO.. IG-114 DESIGNED BY: )9I DRAA4N BY: RS, KL CHECKED BY: L'u APPROVED BY \IDS SCALEAN PEEP. P' = 100' Project Nune: FINAL SUBDIVISION PLANS FOR WYNWOOD PUD PHASES 1 & 2 AND MASS GRADING PLANS FOR PHASES 3 & 4 Juns'Lcnon: OCOEE, PT. Sheet Tide LOT GEOMETRY PLAN Shed No C3.51 Sett®®®982®®u®Pgq Cp m a 7. arc D S1�hIL,,���,,,g��- '• 0 Poulos & Bennett, LLC 2602 E. I g t St, Odnndn, FL 32903 T0, 407A87.2593 a-p�nlnr�nd6cnnc0 mm Eng. Bus. No. 28567 _ �H.11_____ oew__*___--____o,,w.._ __OHw_____ i J I RACI0S-1( R I _ D3 33-21-28-0000-00005 MAN Barry A. Reiter DIV SI N Gretchen R.H. V se / t D7A Parcel D7 D6 3 C4, _ - - , --------------- rRaE OS-6 1 / �1 q ,21�280000-P;020 34 u ?8 D000 o0-a005 ms _ Wal� r & Susan Adams TRACYOW 2A: D39 ' N 122 TRACT OS 3 / (. 124 124 \. 43 1 •_ 127!1 ii35 130 3: 140 D46 q9 6- -1 100- Yft RASE FLOOD PANEL 3-21-28-0000-00-030 PEN FEMA FIRM PANEL 12095CO210F EFFECTIVE SEPTEMBER 25, 2009 (TYP.) Iter &Susan Adams :: { 11 ' 19 I l 1 27 7 •77 _ . 120 f: 123 ��- / 1 _ 1441g3 �� - o {, 1 `_1 ( ' 'I .. .�El { '/. -'lam 87 �7R 7 ✓' L _ I. 1� 0 P�i��tE_�,J 14 _ _ _ �` `�5 .PH 1 l RACT 88 i A _ 21 7Y 1 U 83-..84� C D D15 73 D _ POND7 D14 22 1 •1. D16 I I 74 D3 29. . TRA D34 I, ' D35 189 jD49 BENCHMARK I2 6 � V '7 I — V• M, �. ,'9 D17 I CT ( 1 _ - � �-188'1� _ /� � � 1� D62 �-. Ng � � ; EP W-3 57 '. � � , _I D70- -� � TRACT TI � � s __ W 4 v' I � � S CS-4 � 1161 � \ TRACJf D73� D75 ' � ,,� � ;/is3 6� � T - v� •' 1�9/ MN�' $3 ',\ )l � I l� ` PHASE 4 �''. s 4 / I (FUTURE DEVELOPMENT TO BE 1 D7h MASSTRADEDJ • A,- 157 �' PROJECT BOUNDARY 33-21 28 0000 00 005 CLRM Investment Co. 33-21 28 0000 00 006 q ,� Estate of \ / 6A David Rokowski �# , ..,. _..�... ail Z--7 _ B I -,I BENCHMARK 41 ----OMli-----OH1" HV'1-----OHI'I--� RACT 05-7 I i ",�� ,. .... , ,. Sae IW 64 1, �3QW DEa1CATION (T j:) --tto- D21A D21B �- D26 92 TRA�5W-1-� 9493 Ell TRACT SW z TRACT 1 i 7 / / - prm L/ /1 P �IDi(FjSt 3 BREAM LAKE �RAC TRO ITL1KE r �l l 78r TRAL�R•0�-2/I/ / TRACTC2 D77 �� 7� 1 E �• 1' PONI 7 ® ( - /i CS-6 \ PHASE 3,',,, (FUTUREDEYIF OPMENTTOE J MASS GRADED) 11.A 111RAcrD,�— �r M enable lV{dIh Rlbl{c R0 \� I I I bevFore t Rid pme t a I�tI el (b 100 0 200 400 SCALE N FEET I 1 07/119/121 SUBMIT TO Cn OF OCOII O.0 11/20/-21 SUBMT TO CI rf OF OCOEE, 01 13/24/1.1 SUB,%TTOSjM1A[D SLBMBT OF511T 100BANGE 01/12/ : I COUNTY II/Ib/? 1 SLMBllTTD)IU CITY OB 0101,. S SIR PAM SUBMISSIONS/REMISIONS ERIICALEATUNl. NAVD 88 )B NO. 16-114 NSIGAEDDY: LM )RAWN BY: RS, KL HECKEDBY: J'll &NIFA2D BY KIDS CIT In tEET: I°=200 ).jeer N— INAL ;UBDIVISION PLANS FOR WYNWOOD PUD -3RASES 1 & 2 AND MASS GRADING PLANS FOR PHASES 3 & 4 OC OFE, FL ;hcet Tide OVERALL DRAINAGE PLAN Sc KEYMAP Fh— No C4.00 'PM Z ti O P Xy®F D StVbfi' y bw, �.�.o,��ny.A:M v:a ,��a ��M v,desaea AEI,. ....... m•,:�b. �<afiM u•�,a, a,H�i o, +ny Poulos & Bennett, LLC 2G02 E. LPi,,,—, St., Od-do, FL 32803 T L 407.487.259i �v.p�ul�9nndBennrttcnm Evq. B s` N. 28567 OHVI-----OHVl-----OHVI-----OH11-----OHVI-----OH11-----OHYI-----OH'N-----OH1V-----OHYI-- --OH1'I-----0H1'I-----OHN-----OHI'I-----OHVY-----OHI-----------OHVI-----Ot1ll-----CHYI-- [�- -OHVI - - - - - TRACT OS-7 (b 25 0 50 100 SCALE IN FEET 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. THE SIZE AND LOCATION OF THE HOUSE PADS SHOWN ARE ONLY SCHEMATIC AND SHOULD NOT BE USED FOR FINAL HOME BUILDING LAYOUTAND CONSTRUCTION. 3. SEE SHEET C4.13 FOR BUILDING SETBACKS 4. INDIVIDUAL HOMES ARE 1"0 BE CONSTRUCTED WITHIN THE HOUSE PAD SHOWN AND TO THE DESIGN FINISHED FLOOR ELEVATION. IF THE BUILDER DESIRES TO BUILD THE HOUSE IN AN ALTERNATE LOCATION OR BUILD A HOUSE LARGER THAN THE ENVELOPE PROVIDED, THE PROPOSED CHANGES MUST BE RESUBMITTED TO THE CITY OF OCOEE FOR APPROVAL, INDIVIDUAL HOME BUILDERS PROPOSING BUILDINGS INCONSISTENT WITH THE BUILDING PAD LOCATIONS AND FINISHED FLOOR ELEVATIONS SHOWN WILL BE RESPONSIBLE FOR PROVIDING FINAL LOT GRADING THAT PROVIDES POSITIVE DRAINAGE AWAY FROM THE HOUSE ADD DOES NOT HAVE ADVERSE IMPACTS ON ADJACENT LOTS. S ALL SLOPES STEEPER THAN 6:1 SHALL BE SODDED 6. LOT GRADING SHALL NOT IMPOSE ANY ADDITIONAL RUNOFF ONTO OR IMPEDE RUNOFF FROM ADJACENT PROPERTIES. 7. DRIVEWAYS ARE TO BE CONSTRUCTED ON HIGH SIDE OF ALL LOTS INDICATED BY AN ASTERISK I-). 8. ALL SWALES LOCATED WITHIN THIS PROJECT SHALL BE CONSTRUCTED AS PART OF THE MASTER SURFACE WATER MANAGEMENT SYSTEM, NOT BY INDIVIDUAL LOT OWNERS. 9. 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. ROW 100 HOUSE PAD 809 LOT NUMBER ,A, PROPOSED MINIMUM FINISHED FLOOR ELEVATION LOT GRADE TYPE HEIGHT OF STEM WALL K,v EFap: C4.06 C4.07 03 071ID12021 SUB UT TO CITY OF OCOLF, O.C. 01. 114IN/21t2I SUBMT OCRYOPOCOLP,O.C. 12 03/2011 SUBMIT TO S)RSIDID III1 01 /l2/ SUB\(Cf OFFSITE TO ORANGE 7L t COIi'll' W I1/I6I21,20 SUBAET TO CITY 0 1 ' 000LC AS nR IRT vo. n.1Te. oucmrllo�s. SUBMISSIONS/REVISIONS VERTICAL 11VITP '. NAVE, 88 OR No,: 16-114 DESIGNED BY: lu DJEVPN BY: IiS, KL CkiECKI'D BY: JAI APPROVED BY RIDS SG\LE IN FEET. 1" = 50' PmJe Nun,: FINAL SUBDIVISION PLANS FOR WYNWOOD PUD PHASES 1 & 2 AND MASS GRADING PLANS FOR PHASES 3 & 4 l'—dktion: OCOEE, FL Sh—Tid,: GRADING & DRAINAGE PLAN Sheet Na.: C4.01 Sc;il�®®aa®veaaa&do �a �w G�my„w off" z �� o� of 9 w arc D S4dhli:::�. Poulos & Bennett, LLC 2 02 E, Lj jn, + St., 0,1 ado, FL 32803 Tel. 00148725W ­pn.lnsnndbenn.tt.cr,m Eno. B., No, 28i67 I:ep \Blp: I I C+.01 Ci*04 --or+vr----0mv---ouvr----oHc-----0-----oew----Ohl----eroy__l25 0 50 100 SCALE IN FEET03 c.+s „ca - �" =o �a==ehl---- o�ii= -=B H=='- &hY{o°n@i- C4 06 ham--- oHa- - - - I- - - - -"---"---::------ oe1 oer 0P^H1+ ===o Nr \+-6-:`a= 451Na == 4f�i4 = 4filiz -`bHr _ ..... _ - 7s oo v 9 z76+oo 7 +oo $- z86+oo - � Z$7+oo 2aa a- _ - - -_ I i TREE SAV 7 G fTRACT.OS- \ - \ v 30' /DEDICATION \ - = \ REE"SAVE ARE ♦M: A 03 1)7/09/b)21 SUBMIT TO CITY OF WOE,I., OC \ / - FACT OS2. \ / ' Or 14/?➢/L121 SUS\fif TO CITE OF OCOEL O.0 1 m124na1s1 san+r'rTos)Rvr�Io - 10 8 OlN1Y FFS1IGTOORANGE SUUNItio Ull'or OCOEP. I @SIRyP3T / i WETLAND ITS - .. - - / �� it �� / �/ �_ T SI; CM -INS/ 15' IN/2S''AVG. / ..I ; 15 _ ) , NO ' LAND.BUFFER : ' - - - f / Dal IlE\7SIDN5 _. - o i ., / � � VERTICAL VD 88 1 "� _ )OB NO, L D A316-114 \ - �,. i l .-.50 )A7 1 ATUVI; 2 - - - ) f DESIGNED BY: DR AAAN BY. RS, KL \ 101 6. 76. 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ASRRIID \0. DAM DI CIUMONS SEMOSSIONS/REVISIONS VERTICAL DAMI 1 N:1111) 88 JOB No, 16-1 L4 DESIGNED BY: l61 DRAWN BY ITS, KL CHECKED BY: )A7 APPROVTD BY: \IDS SC,VE IN FEET: I" = 50' Project Nv FINAL SUBDIVISION PLANS FOR WYNWOOD PUD PHASES 1 & 2 AND MASS GRADING PLANS FOR PHASES 3 & 4 71.5r: i \_A \ 69 I � lustfitfi 73:1 OCOEE,F A L Sheet Titte: 68.9 A GRADING & 9 c i ' I DRAINAGE PLAN 5 71.0 ) 9 68� I J 'Al" '160 I � '1 i I Match Line \ For Cont. See Sheet LEFT s1 A 153 s.,�,, Sheer No: 70.7 6 d... Sy' 1 / `_'\' EXIST. HEADLLS, 20 91.1, A V A \ I� 63.0 - - 4$ - 7 A f C. �` V A\ A - _ _ <-.�._. _ - --_. j a Se,d. Vaeaeeaaaes 154 � A A TYPE 24 FES /..- 69�® 158 - i8' RCP N15�72YY29� N i CODITRACiOR ALC FILL-IN I @ R 32% E: 4 5564 56; _ _ D W w - - cy, V A o D6 `. I' RC ^ IN 55.00 24"R�)�1 - _ -_ �' r 6 lr V ADEPRES510 ARA TOA / o \V V 68.1 6g. 703. �06 r MIN& LEVATIONOF 00.3790 ��� yy� C RACTOR SHAL $E$. 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NAVD88 oB ND BY: O 6 -1 W DES DRA`XN BY: RS, Iu CFIFff fPD BY )A) P ROVEDBY YIDS SCALE IN FEET' P' = 50' l ,.jeer N.— FINAL SUBDIVISION PLANS FOR WYNWOOD PUD PHASES 1 & 2 AND MASS GRADING PLANS FOR PHASES 3 & 4 I - ch-.: OWEE, FL Sheet Tide: GRADING & DRAINAGE PLAN 3 Shaer No.: C4.06 se d �®®996g80@tl@flgp8ae® �y - W _ --------------------------------- g Jzo�f-fir$ p� u -_ - _ -------------- q w ercD6i�hli iN gym, ,� Ll .Storm S,trgcturel-' ble, St+u m \umlur $I 1 rc l<Te IuPI:I .' I t rrc `_,,, Poulos & Bennett, LLC 2602 E. liavim on St, 0dvido, FL 32803 Tel. 407.487.259a , �n:pnulnsnndb...ot—. Lg, D N. 28567 25 0 50 100 SCALE IN FEET a, Nnp: C4M C4.02 ® C4.04 C4.05 C4.06 C4.07 07/09/2021 SUBMIT TO CITY OF OCOEE, O.C. QN/21121 SUB\BTTO CITY OF OCOEE, O.0 -V24/21,21 SUBMIT TO SJRWMD 01/12/21i1 CO11NITTM} MITE TO OILANGE II/16/L40 St MUTT O CITY OCOF.E'. i. DAM Oticm .11s. SUB-NUSSIONS/REITSIONS ERTICAL DATUM: NAVD88 m \o: 16-114 ESIG\ED BY: LAI RAWN BY: lIs, K1, I4ECKFD BY: JAI PROVED BY \IDS GLLE IN FEET: 4uject Name: , INAL ;UBDIVISION 'LANS FOR WYNWOOD PUD 'RASES 1 & 2 AND VIASS GRADING 'LANE FOR 'RASES 3 & 4 .,(h—.: )(-OEE, FL heel Tide: TRADING & )RAINAGE PLAN 4 heet No.: C4.07 10 �gBc�l Q Q F W a$ 'J3tAhll;��y�,.ty: w Q 3. b�n..IRa.oi�dllRio inl..i�d •�I� ��i�g v JiaN PVULOS Poulos & Bennett, LLC 26(YL EL Lmri,& ,, St, 0,1-d<,, FI. 52605 'eI. 407.497.2i94 vv�pvvlvs.,ndUevnell.cnm EnN.B x. No. 28567 85 BO 75 70 65 60 55 50 90 85 80 75 70 65 60 55 50 I loo 95 90 85 80 75 70 65 60 EXISTING PROPOSED WETLAND WETLAND TYPICAL GRADING SECTION B NOTE' 1'=I0' 1. THE E%CAVATI N BOTTOM E MIN. OF 3 FEET HALL CSWALE E CLEAN FIRE BE SCARIFIED AND BACKFILLED. THE USN ILL SHALL COMPRISE CLEAN FINE SANDS (LESS THAN 5 F PASSING THE US NO. TER SIEVE) W ITH A COMPACTED TO A PERMEABILITY OF C FEET PER DAY OR GREATER WHEN COMPACTED R A DENS ITI' OF 92 PERCENT OF THE SOILS MAXIMUM MODIFIED PROCTOR DE NSITI' VALUE (ASTM 0-15S7). CONTRACTOR SHALL PROVIDE A CERTIFIED LETTER FROM THE PROJECT GEOTECHNICAL ENGINEER FOR THE BAW ILLED SOILS. n TYPICAL GRADING SECTIONS D n TYPICAvL GRADING SECTION 100 95 90 85 so 75 70 95 90 85 80 75 70 65 TYPICAL GRADING SECTION i"=10' arc 13 o7/tD/21NE lIDdEEF TO CETY OF OCOEE, O.G. M/Poi2i sf➢ urTo CNY OF OCOEF, (TG I13/24/20) SUBMIT To SJMOID I 0I/I2/20A SU MI tOFFSITli TO ORANGE U IPP/2101 , SRR T D B CITY OF OCOF D. DATE, DBSCRUPIIONSu SMIISSIONS/REIISIONS VERTICAL. D.AM1: NAVE) 88 oB No: 16-114 DESIGNED BY: JAI MAN. BY: RS, KL rAECKED BY: APPROVED BY: AIDS SCALP IN FEET: 1" = 10' P,Djecf None FINAL SUBDIVISION PLANS FOR WYNWOOD PUD PHASES 1 & 2 AND MASS GRADING PLANS FOR PHASES 3 & 4 7nds�tieeDn: DWEE, PL Sheet TiEc: TYPICAL GRADING SECTIONS Sheet Nn C4.10 Se� �®�a®A; A90AA9gg He HU �4 D Sfi0hh :.�B � ....... q v.bo�vel.-n�.i�illl.i�i.d yid ui�d �uwv d`®ul IPov.idvo�n.+ oE�f,+doo yv�l mdv,nlM irl�t -. ia.ryh blle96�1 o��Ny� «P �. Poulos & Bennett, LLC 2002 E. L.,m,,ton St., Oduudo, Fl. 32803 Tel 407487.2594 1r.pa I-.,.dben.etl- Y, EnB. Bu . No. 28567 ""Map: 65 60 TYPICAL GRADING SECTION t^=10 90 EXISTING PROPOSED 1 WETLAND : WETLANCI, .. 85 _. _.. -. ----. I __.. i _._.LINE I _.... LINE { TRACT Fn-I FDTUrtF 80 IFEEI I 1 LEV. —DOUBLE SILT FENCE -- 70 SEE 65.50 ..1 L PLAN:_. S GRADES 65 LLL 4 4 4 MA X ; 60 EXISTING GRADE- V. ... LEAN FILL 55- 6450 - AE TRIAL ANOTE 1) ...--. ATCN EXISTING 50.-_I_-GRADE HCONCEPTUAL REAR LOT GRADING FOR FUTURE PHASE 4 I�AL GRADING SECTION NOTE: 1. THE EXCAVATION BOTTOM IA MIN. OF B FEET BELOW SWALE BOTTOM) SHALL BE SCARIFIED AND BACKFILLED, THE BACKFILL SHALL COMPRISE CLEAN FINE SANDS (LESS THAN 3% PASSING THE US NO. 200 SIEVE) WITH A REMOLDED PERMEABILITY OF 15 FEET PER DAY OR GREATER WHEN COMPACTED TO A DENSITY OF 92 PERCENT OF THE SOIL`S Ntk0MUM MODIFIED PROCTOR DENSIN VALUE (ASTM D-1557). CONTRACTOR SHALL PROVIDE A CERTIFIED LETTER FROM THE PROJECT GEOTECHNICAL ENGINEER FOR THE BACIT LLEO SOILS, EXISTING PROPOSED 85 WETLAND W ETIAN D _--LINE ----.TRACT LINE o 75 -._ .-... 146 MIN _ 70 SEE ---� LEV _._ j.-DOUBLE SILT FENCE ---,- L s C AOE� L' 6aso 65 __----- ------- MAX 55 ._____ EL,V. ___ 4 4 TAX j - E6EV. LEAN FILL I ___ ___, _ „_ _ _ _ MATERIAL I XISTING GRADE (SEE NOTE 1) ATCH 50 1I EXISTING GRADE_.. t (� TYPICAL GRADING SECTION NOTE: 1. BE 5CARPVATION BOTTOfvIEDTH. OF3FEET HALLCOMPRI BOTTOM SHALL BE SCARIFIED AND BACKFILLED. THE BACKFILL SHALL COMPRISE CLEAN FINE SANDS(LESSTHF 15 PASSINGTHEUS GREATER WHRW NIPPCTH A MOLOED PERMEABILITY OF C FEET PER DAY OR GREATER WHEN COMPACTED R A DENSITY OF 92 PERCENT OF THE SOIL'S MAXIMUM MODIFIED PROCTOR DENSITY VALUE (ASTER D-1557), CONTRACTOR SHALL PROVIDE A CERTIFIED LETTER FROM THE PROJECT GOTECHNICAL ENGINEER FOR THE BACKFILLED SOILS. 3 FT/09/2)2I SUBNIITTOCrTyoFoCOEt,O.0 41/20/2u21 SUBMIT TO CITY Of 000EL, O.0 2 IV24/SLU 5UB J1TTOS)RWAID SLBN(11' OFISITE TOORANGE 01/12/2F I COUNTY 1 II116/2f.0 SLSIRW\ID CI'Y OEL COFP. ). DATE: DE CNFIONS: SUBMISSIONS/RE4TSIONS 'ERT ICALDVIVM _SAVD83 DB NO. 16-114 )LSIGNED BY: Jil XU\%N BY: AS, KL NECKED BY: )dl \PPRCA'ED BY: \IDS 'GALE IN FEEL: 1 ° = 10' ?.jecr Nn FINAL SUBDIVISION PLANS FOR WYNWOOD PUD PHASES 1 & 2 AND MASS GRADING PLANS FOR PHASES 3 & 4 )unsdiuion. OCOEE, FL the 11de: TYPICAL GRADING SECTIONS she C4.11 08`�Btlq��'�pd YYb `a 0 J ,9 F0 O J � Q� Jo Cta a J vi�dQ 01 �,iz t~iICNdY�m AM —=i D 5ib'hllu-'st . Pooled ape.. of:hv dov ,..dn mM-.od:duil..nA lli� $ �u nn.ubtnvF�edoi ,ny6 Poulos & Bennett, LLC 2602 E. li.inp,tmn SC, Odn do, FL 32801 1'e1. 4D7487,2594 ��.pm,Imm�dUv-nnett.co:n EnR. B,s, No. 2R567 Ay MAP. iosEcimARr ERDYr YARD "Hoe,K 50 50' RED YARD Ere- 35'x85' BUILDABLEI SETfl"DCKYPRD AREA I I FAINT IT YARYARD SEieACK -$R'-ROYCr- hUNIhIUM 40' s 120' CORNER LOT O71TICAL) 20' FFN 30'x85' _ s[m cK BUILDABLE r AP" I I 5' SIGE TPRD� SEIBPGK huNIhIUTl 40' s 120' STANDARD LOT EDITICAL) H i f i w ®-- sDE sLovE, SIDE SWALE 'PYPE'C' LOT GAt1DING BLDG.,CONC. SLA OR CONC. CURB 1/2" PREMOLDED EXPANSION JOINT (TYP.) 1 FLIGHT BROOM STROKE 4' CO CRETE PAVEMENT / CLASS 7, 3000 PSI CONC 10" COMPACTED— 98% MAXE DENSITY WALK SECTION (A4SHTO T-160) GRADE i/2' EXP. JOINT MATERIAL EXPANSION JOINTS 40'-0" MAX. PROVIDE AT EVERY SIDEWALK INTERSECTION EXPANSION JOINT T/4 5'-0" APART MAX. CONTROL JOINT SIDEWALK JOINT DETAIL NTS L SEE PLAN FOFFFFR������,,,, IYIDTH 9111 III —III IHII— -III 12 JI„I. I II IHI1-111_IJ,,, 3,000 P.S.I. CONCRETE 6" COMPACT EXISTING SOIL TO 959, OPTIMUM DENSITY MONOLITHIC SIDEWALK DETAIL N.T.S. 10' PROFILE GRADE LINE OW POINT 1 0.3 % o L 0.30 1 16' 11AX TY10 P PAVEMENT GRADING AT OFFSET SAG INLET LOT LOCATIONS N.T.S. TYPICAL LOT LAYOUT N.T.S. ---------------------- 2 3 PAVENIENT SPLICE DETAIL rSECONDARY RRarrt TAID SEi(VCH 60' 20' RWR YPRD SEre"Re BUILDABLE sEr51H YARD AREA L J 15' PRIMARY ROM YARD — — SEtPAcrc DUNIMUM 50' x 120' CORNER LOT (TYPICAL) SAWCUT EXISTING PAVEMENT TO PROVIDE CLEAN, HARD EDGE FOR JOINING NEW PAVEMENT 50, 20' a- YARD f — —1 I I I I 40 %85' o sineDc O BUILDABLE s AREA r I I I — L_J —IS' PP!UART RONT TPRD SEteACN MINIMUM 50' x 120' STANDARD LOT (T)IPICAL) N.T.S. 12" WIDE WHITE THERMOPLASTIC _ 3 SIDEWALK SI I t �I I a SIDEWALK P RI-7 CURB RAMP (SEE L STOP SIGN BELOW) 24" WHITE THERMOPLASTIC STOP BAR NOTE: STOP SIGNS TO BE 36" (HIGH INTENSITY) & STOP BARS TO BE 24" WIDE WHITE THERMOPLASTIC REFER TO FOOT INDEX 17346 FOR MORE INFORMATION. CROSSWALK & CURB F-A f 'II' DETAIL REFER TO ADDY INDEX JJ0304 FOR NITS PUS LIC & PRIVATE SIDE\'/ALK CURB RAMPS 12" WETLAND AREA BUFFER Do NOT 12" ' WETLAND SIGN OISTurti G BUFFER SIGN 4"x4" POST 36" 4"x4"POST _. �... .._ 4';1' PRESSURE 1� TREATED WOOD 8" POST � GRADE G G RAOE N.T.S. ISOMETRIC VIEW PROFILE VIEW NOTE: SIGNSTO BE PLACED ON EVERY OTHER LOT LINE ON LOTS ABUTTING ALL CONSERVATION AREAS TYPICAL UPLAND BUFFER' SIGN @ 50' O/C N.T.S. 16' Same Slope As Adjacent Pavement 3/,„ R Joint Seal f 1G/ M h ' R 1A P 9- i�A I/," Exp. Joint And Preformed Joint Filler � Concrete Pavement For details depicting usage adjacent to flexible pavement, see diagram right. TYPE A 1 2" (IN.) STRUCTURAL ASPHALT (SP 9.5) 8" (IN.) LIM EROCK. LINIEROCK SHALL BE COMPACTED TO A 2 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 3 WITH MOISTURE CONTENT WITHIN 2 PERCENT OF THE OPTIMUM MOISTURE CONTENT AS DETERMINED BY ASTIM D1557. IN ADDITION SUBGRADE SHALL HAVE A MINIMUM FLORIDA BEARING VALUE (FBV) OF 50 . ID' sreDirART FNOM Me SETt14CK 70' 1 20- RW YARD — _ SETa4CK 55'x85' BUILDABLE sSIDE -a Er&\E AREA I —I. I I L— _ _ 5' "I've" FROtiT YARD ( _ _ SEfPACK --5B'-ROYCr- hUNIDTUbI 60' s 120' CORNER LOT (TYPICAL) 60' 2e REAR YARD I-ACK (- — I I 50'x85' 'o SE--AREAiXa BUILDABLE I— I I I L — — IS' PRIVARY aM ARD sETEAC MINITIUht 60' s 120' STAN➢ARD LOT (TYPICAL) 'STOP RI-1 24" STOP SIGN WITH 24" WIDE STOP BAR. BOTTOM OF SIGN A MINIMUM 7' HIGH. 24" WIDE STOP BAR PER DETAIL STOP SIGN DETAIL N.T.S. MI All CURB DETAIL N.T.S. 8" Joint Seal It.% m \,y Conic. Pavt. Exp, Joint And Preformed Joint Filler TYPE D Note: For use adjacent to concrete or flexible pavement, concrete shown. Expansion joint, preformed joint filler and joint seal are required between curbs and concrete pavement only, see Sheet 2. 5" x 4" x.100 Aluminum Aluminum Post: eAluminum Button Head Bolt with Nut and Lockwasher or or Diameter Stainless Steel Hex Head Bolt with Flat Washer under 318 R. 0.061r Galy. Steel Head and Lockwasher under Nut. Channel Post: Provide Attachement in Accordance with the 3W Sign Attachment Detail' . i .080"Aluminum ( Deburr all edges Sign Panel sgn ost ry Steel Lock Washer N �p Hex Head Bolt 5(16" nominal site) lg Hole Flat Washer Hex Nut BEARING PLATE DETAIL 2" DlameterX d'Aluminum (5/16" nominal size) Bearing Plate round Post or 2.5 Ft. Steel SIGN ATTACHMENT DETAIL Flanged Channel Post. End of Road Markers shall have a Red Reflective Background, and Red Reflective Buttons. ® S 04 W141 Dead end sign shall be posted O� asufficient advance distance .080" Aluminum of + O Reflective Buttons 4' enter,tin to permit the vehicle Sign Panel Q Shall Have A 3" Center (Ntin.) operator to avoid the dead Minimum Diameter 8' Center to end by turning off, if possible, 6' d Center (Max.) at the nearest intersecting No concrete footing is required for delineator supports. p street. Supports shall he driven Tinto the ground. \\ TMN/IPOR CRY END OF ROAD 1\/LIRKERS N.T.S. 7 WOP/21121 SUBMITTOOTY01 OCOEE,O.C. W2U/tr21 SUMUTTO CITY OF OCOEE, O.C. 13/24/211 SUBMTTTOSJRWMD UI1jXXm SUIP TY FFSITETOORANGE 1 11116/m0 ggRA\UJ rIIY OP OCOFF. �. DATF DESWImONli SUBMISSIONS/REVISIONS TRTICAL DATUM: NAVD 88 JB NO,: 16-114 )ESIGNED BY: I:U )%VWN BY: RS, KL TIECKED BY: JAI &PROIEDBY: JIDS CALE IN FEET: AS SIiOVIN koject Nuns: q INAL >UBDIVISION PLANS FOR WYNWOOD PUD PHASES 1 & 2 AND VIASS GRADING PLANS FOR PHASES 3 & 4 ludsdiRi— CCOEE, FL Sheet Tide: GENERAL CONSTRUCTION DETAILS Sheet No.: C4.13 ' p®y9LI ' Ui(t`rj�2 G z nil r..devilM.mA the y +,=,m.�,6r..afi'am ,Nj,. Poulos & Bennett, LLC 2601 E. Lni.to- SL, 0,1-do, FL 32803 Tel. 4u7.487.2594 �Y�pnatns:md6cnnetecnm I 4. B w. N. 28567 r CLp: 7' 2'R O TR CURB qNs/rON x MIAMI CURB � C* O� SOD \ vN Pm 2'R 7' \ O C) a DETECTABLE oe.. NIARPIIPIG B . (SEE NOTE (FULL WIDTH) A RAMP/GUTTER INTERSECT (SEE NOTE 1) GUTTER FLOW LINE —TYPE "F" CURB - EDGE OF PAVEMENT CURB TRANSITIONS TO TYPE 11F" CURB 1p O�Oti �S�T ''"9TCY,o°ti S Q HSC9C OFTL \ 5' C.Cir SC04 gtioC) C LANDING 1 n B 3) B A tR D D SOD OR CONCRETE .°� SOD RAMP/RAMP INTERSECT 7 1'R 2'R RAMP GUTTER Q INTERSECT (SEE NOTE 1) DETECTABLE WARNING B C (FULL WIDTH) RgNSR@ r r/GN O� C * A CURB RAMP TYPE 1 N.T.S. * SEE TYPICAL ROADWAY SECTION C* GUTTER FLOW LINE —MIAMI CURB 6" 6" 16„ 2" 7 1 /2"f CURB SECTION AT B If PE F CURB) N.T.S. EDGE OF PAVEMENT 5, 8.. 6 CROSS SLOPE AT 1.4% (MAX) IN SAME DIRECTION AS GUTTER 12" 10" 10" SEPARATE MONOLITHIC CAST (OPTIONAL) SECTION D-D CAST (OPTIONAL) N.T.S. Gy �- GUTTER FLOW LINE p0� �m TYPE "F" CURB EDGE OF C * N.T.S. PAVEMENT MIAMI CURB c * A \\ T s i� SOD �\ 9PC,l'°iC�S y y O ZOG N A� 2'R 7 \' S (SEE NOTE 4) \ SC�oSF�gC FSO - OAS NT O� �`OQFS ti C *o LANDING B (SEE NOTE 3) B A A DETECTABLE *SEE TYPICAL WARNING (FULL WIDTH) 1.R ROADWAY SECTION RAMP/GUTTER INTERSECT (SEE NOTE 1) © SOD C �S�SGPti GUTTER U TTELI NE MIAMI CURB A C* EDGE OF PAVEMENT CURB RAMP TYPE 2 N.T.S. PAVEMENT 2.5' GUTTER 7' 5' LANDING ^ 2 SLOPE TOWARD DETECTABLE 14:1 MAX CURB (2% MAX) WARNING (SEE>�1) 6" 4„ 7 g^ CONTROL ELEV. (SEE NOTE 1) SECTION A -A N.T.S. VARIES PAVEMENT 2.5' GUTTER (SEE NOTE 2) 1 7' 5' LANDING 6" 2 SLOPE TOWARD DETECTABLE 14.E MAX CURB (2% MAX) WARNING (SEE NOTE ?) 4" 7.5" SECTION B-B N.T.5. EDGE OF DETECTABLE WARNING ti SIDEWALK � F'C NRiSSTOF .. 6•. O OGB 3, _ TRANSITION SLOPE N.T.S. WHERE CURB RAMP CAN BE ACCESSED BY SIDEWALK ON THE SIDE(S), TRANSITION SLOPE AS SHOWN. TRANSITION SIDEWALK SLOPES FROM TYPICAL SECTION C-C TO MATCH SLOPES AT LANDING C A LANDING SIDEWALK CHIT OF CU DIES 6" TO * SEE TYPICAL ROADWAY SECTION —----- _ _ _._-___._.__ D� w D o 7 w S w 7 * SEE TYPICAL re' 2'R SECTIONS - SOD w 1 - GUTTER SOD FLOW LINE ®,,,, MIAMI CURB _ N - ® LED C*_.] r- TRANSITION © I © TRANSIT810N C* EDGE E _ J PAVEMENT O A® O - CONTROL ELEVATION DETECTABLE SHOWN ON PLANS WARNING (FULL WIDTH) CURB RAMP TYPE 3 N.T.S. 52" 2.35" DOME PATTERN SHALL BE IN -LINE 0,2" WITH DIRECTION OF TRAVEL INTEGRAL — DOME s z o /TRUNCATED DOME TRUNCATED DOME — O O (((�� 2.35 O O O DETECTABLE WARNING SYSTEM N.T.S. O O O O PLAN VIEW NOTES: 1. (A) THE CONTROL ELEVATION SHALL BE THE LOWER OF THE TWO POINTS WHERE THE RAMP EDGES INTERSECT THE GUTTER FLOW LINE. THE 14:1 RAMP SLOPE SHALL BE ESTABLISHED FROM THE CONTROL ELEVATION. (8) THE SLOPE OF THE RAMP FROM THE HIGHER RAMP/GUTTER INTERSECT SHALL BE ESTABLISHED BY CONNECTING TO THE RAMP/RAMP INTERSECT ESTABLISHED IN STEP (A). 2. SLOPE VARIES (MATCH RAMP AND GUTTER EDGES). 3. HEIGHT OF CURB VARIES FROM 0" (FLUSH) AT TOP OF RAMP TO 6" AT BOTTOM, 4. RAMP MAY BE LENGTHENED TO SUIT FIELD CONDITIONS. 5. RAMP AND CURBS MAY BE POURED MONOLITHICALLY OR SEPARATELY. 5. CONTRACTOR IS RESPONSIBLE FOR CONFORMANCE TO REGULATIONS OF THE AMERICANS WITH DISABILITIES ACT (ADA), FLORIDA ACCESSIBILITY CODE (FAC) AND LOCAL GOVERNMENT. 7. ANY CONFLICT IN THE PLANS WITH ADA, FAC OR LOCAL CODES WHICH MAY BE DETECTED BY CONTRACTOR SHALL BE REPORTED TO THE ENGINEER FOR RESOLUTION. 8. CONTRACTOR SHALL ENSURE THAT CURB RAMPS HAVE TEXTURED SURFACE AND THAT SIDEWALK LONGITUDINAL AND CROSS SLOPES CONFORM TO ADA, FAC AND LOCAL GOVERNMENT STANDARDS. 9. CONTRACTOR SHALL COORDINATE WITH THE ENGINEER FOR PRE -POUR OBSERVATION PRIOR TO ANY SIDEWALK AND/OR CURB RAMP POURS. 10. ALL CURB RAMPS SHALL HAVE DETECTABLE WARNING SURFACES THAT EXTEND THE FULL WIDTH OF THE RAMP AND 24" IN THE DIRECTION OF TRAVEL, DETECTABLE WARNINGS MAY BE PLACED UP TO 5' BEHIND THE BACK OF CURB. 11. DETECTABLE WARNING SURFACE SHALL BE COLORED CONTRASTING WITH SURROUNDING MATERIALS (LIGHT -ON -DARK, DARK -ON -LIGHT; SPECIFIC COLOR AS REQUIRED BY LOCAL GOVERNMENT. IF NONE, USE YELLOW) 12. DOMES SHALL BE PATTERNED CONCRETE, OVERLAY MAT, TILE OR PAVERS. IN ANY CASE, DIMENSIONS AND PATTERN SHALL BE PRECISELY AS SHOWN. 1 07/IV)/AP_I SUBMRTO CRY OPOCOEL, D.C. 820/2021 SUBMIT TO CRY OF OCOEE, OC. 13/24/mn SUBMIT TO SlIOND 011KOi21 COf T' ITETOMVNGE I l/16/yi11 SWRUTI CIFYOFOCOF.F.. NID )_ D.1TO pEWIR1U�ti. SUBMISSIONS/RE\7S10\S 'ER1Cy,DATWF NAVD 88 )B NO.: I6-114 )ESIGNEDBY: �.•1] )IOWN BY: RS, KL 'NECKED BY: ).`ll 1PPRO%1D BY: SIDS CALE IN FEET: AS SHOWN >mjea Na— INAL >UBDIVISION PLANS FOR WYNWOOD PUD PHASES 1 & 2 AND MASS GRADING PLANS FOR PHASES 3 & 4 OCOEE, IL ;beet Tide: 3ENERAL ::ONSTRUCTI ON DETAILS Sheet No C4.14 >ea� s®geaaoau Bg � ate... ID Simhlle P 1 h, Poulos & Bennett, LLC 2602 £ L,,i,,g,1 n St., Odm dn, FL 32803, T.L407,4872i94 zr.po Iln dbrnn 1"Im, P , Bu N. 28567 e\' NL'P: �o��oo©ammo. REM SPI9ot vn Iblxf Sestlen � bell on Outlet Section footle( secflvn shorvnl I LA I O SIaJOI/set LecatlPn -, I M17 —�pt PIPe a I PLAN r-b° for sv r-a ro. 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SUBMISSIONS/REVISIONS �ER'FICALDATUMI; NAVD88 oB No.: 16-114 )PSIGNED BY: JAI DRAWN BY: RS KL -IIECKED BY: J.11 9PPROVED BY: PADS SCALE IN F ET: AS Slid W Pmjecx None: FINAL SUBDIVISION PLANS FOR WYNWOOD PUD PHASES 1 & 2 AND MASS GRADING PLANS FOR PHASES 3 & 4 DCOEE, FL Shee.Ttle: GENERAL CONSTRUCTION DETAILS Sheet No.: C4.15 Se�19a.........dgd p �M"YO���m�� N uoZ to r 71. D Sfdhll lu. ii..n lrss bmi dcarmeo0y +�m.�d vre.dld.uvs _ rop,F; oCJu, der r.Av IP�:I�A .vi tl�o .. ae m+�r br.cnhiA • Ji�ul .:d or url. Poulos & Bennett, LLC 2602 E. Li, -mg,-, St., 0,1-dv, FL 12803 Td.407.4672594 �v-Faul�snvdbemretLrnm F.g. 15 9. Nv. 2BS67 1 0 2 4 SCALE IN FEET CAST IRON GRATE SECURED WITH EYEBOLT AND CHAIN )TYP.) 1' MIN, BUBBLE -UP STRUCT URE DETAIL MATCH EXISTING GRADE SWALE OUTFALL T OR LOWER `- EXISTING GRADE 2' CONCRETE APRON ON ALL SIDES i4" THICK, 2,500 PSI) WEIR INV. EL.'B' WITH12'TURNDOWN CCEEE E:)) SPREADER SWALE DETAIL BUBBLE -UP STRUCTURE DETAIL SWALE OUTFALL EL.'E' 2' CONCRETE APRON ON ALL SIDES (4" THICK, 2,500 PSI) WITH 12" TURNDOWN POND 1 BU-1 ®' 64.50' 64.00' 60.25' 59.75' 64.00' 53.5' 24" 20, C POND4 8U-4 63.50' 63.00' 58.25' 57.75' 63.50' 62.5' 20' C PONDS BU-5 63,00' 52.50' 57.25' 56,75' 63.00 62.0' t4' 30' C POND6 BU-6 67.00' 66.50' 62.75' 62.25' 67.00' 66.0' SS' C POND 7 BU-7 66,50' 66A0' 62.50' 62.00' 66.00' 65.5' 24" 55 C BUBBLE=UP ;STRUCTURE ID �_.< STRUCTURE B INFQRIVINTION C" D E TYPE- i)/W/2121 SUBAIITTOCRYOFOCOIA,O.C. IN/20/2BZI SUB,\Iff TUCTIYOFOCOEE.D.0 0,3/24/2tr21 SUBNRTTOSIK\VIED UI/12Z21 SUB>pTO[}SITBT'DOUNTGE COUNIY II/16/8i31 SUB3\dmT TDO CITY OP OCOPB. i. DATC: DESCS]FIDN'i. SUBXOSSIONS/RLTISIONS 'ER11CALDNITIM: NAVD8B TB NO: 16-114 IESIONED BY: j.al IIL4ViN BY: RS, P.L HECICBD ftY: PPROVEDBY: MDS GLLE IN FEUD AS SI IO\C'N 1eH,,t N..,: ?INAL ;UBDIVISION ?LANS FOR WYNWOOD PUD 'RASES I & 2 AND BASS GRADING ?LANS FOR MASES 3 & 4 a,dc : 3COEE, IL Sheet Tide: ONTROL 'TRUCTURE DETAILS Shce.No.: C4.20 ie31®® ,�®y8B®QOA2 i01n �m a Qz D SAO Ii . �B a �- 2 Poulos & Bennett, LLC "02 E Li,!,,pt n St, 0i1m d¢, FL 32803 Te1.407.487.2594 -pa Ili dbem,ett.c m Eng. Bus, No.28567 c \Lip: 0 24" RCP 2 YHR 67.67 23 YR/24R/24 HR SE'1 37" 2S YR/96 HR 63.34 8 100 YR/24 HR 63.79 TYPE 'C' DRI Pond 1 ical Section 1'1 1"=10, " tuna `2 „S1Drms 'RIME, (IT P2 Pond 2 Typical Section 1"=10' 67 66 65 64 63 62 61 60 59 58 57 56 71 70 69 68 — 67 66 65 64 63 — 62 61 60 59 ua�i "wrvenNiex EYEBOLT & Ck STRUCTURE TOP EL. 67.5 PIPE INV. EL. 62.7S TRUCTURE INV. EL 62.2 GROUT STRUCTURE TO SECTION A SPRINGUNE Outfall Structure CS-1 1" = 2' SECTION A SECTION B M CAST IRON GRATE SECURED BY EYEBOLT & CHAIN (TYP.) STRUCTURE TOP El. 64.50 WEIR IPIV. 64.00 CONCRETE PAD INV 6350 VITH PIPE INV, EL, 60.25 STRUCTURE INV. EL 59.75 ITT STRUCTURE TO SPRING LINE Outfall Stricture CS-2 1" = 2' ii SECTION B 3 RM12021 SUBMITTOCRYOFOCUF9,U,C. W128/2021 SURABT TO CRY OFUCOEB, U.C. 1131241MI SUIRMIT TO SJRk\ MD I 1,12/2021 COUNTI' FISHITO OIWNGL 'i II/I6/203,1 SUBABLTO CRY OP ONFR SIRIPI'D �. Mu, DEMMIOHS: SUBMISSIONS/RBISIONS 'ERTICAL DATUA1: N9VD 88 >ESIGNED BY: IAA )MtNN, BY: RS, KL -HECNED BY. LAI 1BPR0VED BY- \IDS iCdIF IN FEET: AS SHOWN Project Nj— FINAL SUBDIVISION PLANS FOR WYNWOOD PUD PHASES 1 & 2 AND MASS GRADING PLANS FOR PHASES 3 & 4 (,—t3<do DWEE, EL Sb— Tide: CONTROL STRUCTURE DETAILS Skeet No.: C4.21 Re ®�8893®6 PA94B48 4ggg n Z d B Sdhli h;;a� lu; bmi.lmmiuo0f �ryxrd yid.dd i.i�� i dgul nr{ Nm.. of 4m dom ;n{;NdPNM� d; .im,xnixe nnut b.�mlin{m { xm•m 1 • Poulos & Bennett, LLC 2601 E. 1i,j,, t— St., 0,1-d., R. 32803 TeL,107.487.2594 zr.p—h-,�dbenn--. E., B,- N. 28567 ep My STREET'C' I 2 Pond 2A T ical Section 1"=10' P3 Pond 3 ypical Section 1"=10, Tond 2A Smm\s . 1 i4.$Gyns �a)i2:. 6s ss I—]- 64 —� 62 61 60 59 58 57 69 68 67 66 65 64 63 62 61 60 59 (4) FOUR SIDES s` 2 27 / I LA SECTION A SECTION A m 1" = 2' z4° RCP 1L TYPE 'C' DBI ®® PLAN VIEW CAST IRON GRATE SECURED BY EYEBOLT & CHAIN (TYP.) STR11CTURF TOP FI .67_00 PIPE INV. EL. 62.75 TRUCTURE INV. EL. 62.2'. GROUT STRUCTURE TO SPRING LINE Outfall Structure CS-3 V= 2' SECTION B 11 11710/2021 SUBMIT Tl1 CM OF OCOLL, 111- L H/20/2fQI SUBMR TU CITY OF OCOEE, O.C. 03/2,V2i121 SUBMIT TO SJRVD[D 1 OI/121IIQl 60 Niy FPS1TL To oa4Nae 0 II/101 SBAI `TDO CITY UP 0C0FF. U DAM DI-CRIPII )NS. SUBYIISSIONS/RL'l9SIONS eERTTC.9L DAM1.. NAVD 88 OB No.: IG-114 DESIGNED BY: IA] DRAWN,BY: RS, KL CHECKED BY: I,aI .APPROVED BY: \IDS SCALE IN FEET: ,AS SHOACtN Proj'a N— FINAL SUBDIVISION PLANS FOR WYNWOOD PUD PHASES 1 & 2 AND MASS GRADING PLANS FOR PHASES 3 & 4 J—d-i- OCOEE, F1, Sheec Tide: CONTROL STRUCTURE DETAILS Sher[ No.: C4.22 ®Q.,2®AABB®9BA9D B D Sib"' t hlia..,$ • • • ®,sue.,.... Poulos & Bennett, LLC 2G02 E. LMi F,,— St., Od-d., FT. 32505 T"e1. 407,487.2594-povinznvdbevnettm EvB. & c. N. 23567 ev Afap: STREET'E' Pond 4 Typical Section 4 1" = 10' Pond 5 Tpical Section �5 1. = 10, M 2 YR/24 HR 72S 25 YR/24 HR YR/96 HR 1Do YR/24 HR Sdrnns". I Iutk5inges /Ey`', Iqu 66 65 64 63 62 61 60 59 58 57 68 67 66 65 64 63 62 61 60 59 58 57 56 SECTION A I/2" ANGLE (T'YP.) PER FDOT INDEX 240 &BRACKET(TYP.) PER FDOT INDEX 240 FIBERGLASS SKIMMER EYEBOLT & Ch SKIMMER TOP EL 65 30 FRUCIURETOP EL 649 SKIMNIER HOT EL. 63.80 PIPE INV. EL. 58.75 TRUCTURE INV. EL. 58.2 GROUT STRUCTURE 10 SPRING LINE Outfall Structure CS-4 1"=2' 1/2" ANGLE (TYP.) COUPLER PER FOOT INDEX 240 6" SCREW CAP 6" PVC 6"x6"PVC TEE Z-BRACKET(TIP.) PER FOOT INDEX 240 6" CAP WITH 2.75" HOLE (ORIFICE) DRILLED IN CENTER OF CAP 6" FIBERGLASS SKIMMER BLEEDER DETAIL CAST IRON GRATE SE EYEBOLT & C- SKIMMER TOP EL. 67.50 STRUCTURE TOP EL. 67.01 WEIR EL. 64.80 SKIMMER 80T EL. 64.30 z _ _BLEEDER INV. 63.00 GftOU7LE TO \ SPRRINGING LINE PIPE INV. EL. 57.50 TRUCTURE INV. EL 57.00 SECTION A Outfall Structure CS-5 za° RCP 7" TYPE'C' DBI PLAN VIEW SECTION B SECTION B 3 t17/0/2M1 SUBMIT TO CITY OE OCOLJ, OL IN/N/21121 SUBMTCTO CITY OF OCOEE, O.0 (0/24/202! SUBMIT TO S)NtMD 01/12/2021 JUB\Bl'OIFSHE TO OA\NGE COONT' 1 II/t6/2N�1 351RV jPCUYOp OCOP.P. DAM M.M.Ni SUBMISSIONS/REVISIONS 'EATICAL DATUMh NMID88 08 NO: 16-114 )ESIGNED BY: I:1I )RANK BY. RS, KL 5{ECRED BY: JAI APPROA'ED BY: AIDS ;CALK IN FEET. AS SHOWY ?roj—Name: FINAL SUBDIVISION PLANS FOR WYNWOOD PUD PHASES 1 & 2 AND MASS GRADING PLANS FOR PHASES 3 & 4 IuvS(IlCli011: JCOEE, FL Sheet Tide: CONTROL STRUCTURE DETAILS Sheer N., C4.23 Su:d"'ol 105900g gg Q gg N 4 0 .�n w. b�� Jm�mi��ll)' •¢aged Yid.d�d u"�g� 1,A I"".„p... of ihu daa ";dad re.e�i.0 dile is �nu�b.".aifniM .nl ap.. Poulos & Bennett, LLC 2602 E- li.ingy«in SC, 0,1u do, EL 32S03 10.407,1872594 ­p..hnm dbevuett.c E.g, Bu No. 28567 2 YR/24 HR 73.29 24 25 YR/24 HR 76.62 PCP 25 YR/96 HR 76.00 100 YR/24 HR 76.14 37" 08I TYPE'C' ®® PLAN VIEW CAST IRON GRATE SECURED BY INFTIAND U U I -2EE— VARIES EYEBOLT & CHAIN (TYP.) SILT FENCE STRUCTURE TOP EL 75,90 - T08: 77.0 TOB: 77. B: 76.0 GB: 76. ZOUBLE MATCH E%ISTING GRADE i 1I 1 _ J, Pond 6 Typical Section = 24'PCP rv/ 1"=10' �./ PIPE INV. EL_70.75 STRUCTURE INV. LL. 70.25 - GROUT STRUCTURE TO SECTION A SPRING HOE SECTION B Outfall Structure CS-6 1" = 2' I z4^ 14 77 37" _ TYPE'C' OBI PLAN VIEW R - TRACT CAST IRON GRATE SECURED BY EYEBOLT & CHAIN (TYP.I STRUCTURE TOP EL. 69.10 VALLE V—I I NIlT5 OF SOD GiLl CH I IMITS OF SQD VAMPq v�R]F� 11- 1111 Alln BR)EEEB VVFTI AIM 21LI SILT FENC I DOUBLE SILT FENCE 5E t `" TDB: 7Z0 TOR: 7Z z B: 71.0 GB: 71. BOTTOM:67.0- _. 24"RCP s PIPE INV. EL 64.75 STRUCTUREINV. EL. 64.25 Pond 7 Typical Section STRUCLURE TO 1" = 10 SECTION A SPRING LINE SECTION B Outfall Structure CS-7 Kcq M"P: 03 97/0/2921 SOB\BTTOCITYOFCK0El,0.C. 02 M/20/2021 5CB\BTTOCIIYOP000EE,O.0 92 113/24/2921 5UFL\RTT0S)RWMD t1I UU17Jbi21 SUBA11T'OEFSITGTOOILINGE C01-NTY dl II/IG/?f+q $SIR{'1D (ITY OI'OCOFF. W. DATE OEiOtIP[MS: SUBMISSIONS/RE\TSIONS — VERTICALDAUM NAVD SS IOB NO.: 16-114 DESIGNED BY: IAI DIWVN BY: RS, KL CHECKED BY: J.'ll APPROVEDBY: ADS SC,VLE IN FEET: AS SHOWN Project Nnme: FINAL SUBDIVISION PLANS FOR WYNWOOD PUD PHASES 1 & 2 AND MASS GRADING PLANS FOR PHASES 3 & 4 lunsili�non: OCOEE, bL Sheet Tide: CONTROL STRUCTURE DETAILS Sheer No.: C4.24 11,11: 9gp;01®B9®®8A W m� coo Aare D Stbhli —m, '0 • � Q Potilos & Bennett, LLC 2G02 E. Ci.ingsi�n Sc, Odou3o, FL 32E0 TeL407487.2594 -w.pnulnsnndEcnnetecnm F F. BusNo, 28567 ey Ntap: CONNECT TO EXISTING 30" PCCP FORCEMAIN --------- ------------ (b 100 0 200 400 SCALE IN FEET c mAIr1(WM) BW --r:a-----rr;- RECWIM WATER MA IN (RW) 6R - - - . SANITARY SEW Eft (SS) SS (FM) 6F '`--- WATER SERVICE �- ----- RECWIM WATER SERVICE �- - SANITARY SEWER LATERAL �--� ... _. G.V.)G.V.) —w-- TEE -41- BEND W/ DEFLECTION AFIG HE REDUCER )RED.) FIRE HYDRANT ASSEM FLY w= N/A BT SAMPLE POINT O N/A AIR RELEASE VALVE ARV N/A SANITARY MANHOLE &IDLI �O1 N/A RLOW-OFF VALVE —BW--o C" NOTES: 1. PROVIDE MINIMUM HORIZONTAL SEPARATION DISTANCES BETWEEN ALL WATER, REUSE, FORCEMAIN 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 IF) FRONT OF EACH FIRE HYDRANT IN THE CENTER OF THE NEAREST TRAVEL LANE. 4. PIPE JOINT DEFLECTION FOR THE WATER LINE 15 PERMITTED WITHIN 759. OFTHE 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 AND FORCEMAIN 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 FLORI DA 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 22,7005.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 SLEEVE SHALL CONSIST OF SCH 40 PVC PIPE, CAPPED, T O.C. MIN. EACH END SHALL BE TERMINATED 2' MINIMUM BEHIND SIDEWALK, AND MARKED FOR FUTURE LOCATION AND RETRIEVAL, WITH MIN. DEPTH OF 24". 8. NO PUBLIC MAIN SHALL BE IMPACTED THROUGH THE PROPOSED ROADWAY WIDENING OR ANY TYPE OF MODIFICATIONS UNDER THIS ID Number Plan Sheet# Fasting Northing Existing Pl eElevatlon Proposed Crossing Elevatlon Exising Main Type Comments 071V)lN21 SUBMIT TO CITY OF OCOLE, O,C. IV20/21121 SUBMIT TO CM OF OCOEE, O.C. 13/24/21,11 SUBMIT TO SJ¢ll;lD 01/12/L121 1111IT'OEFSIT:TOO&Vi1 COUNTY II/16/2'2] 3SIR\\ID CH OPOCII i. DATE D�OtIPtiOyg SUBMISSIONS/REVISIONS ER ICAL DATUNI: NAVE) 8B )B NO,: 16-114 IPSIGNED BY: JAI )COENBY: RS,hL HECKED BY: �:ll ,PPRONTD➢Y: NIUS CiALENPEFF I"=200' INAL ;UBDIVISION ?LANS FOR WYNWOOD PUD ?RASES 1 & 2 AND MASS GRADING ?LANS FOR ?RASES 3 & 4 lunsdiction: DCOEE,FL Sheer Tak: OVERALL UTILITY PLAN & IMYMAP C5.00 iT D n 1- ,.a .d,,A rl Poulos & Bennett, L LC 2602 E. Lniegscan St., Od—I., FL 3280 T 1. 07.487.259i �vp�ulovmdb�no�tl.cnm Rug B-, No. 28567 -- OF, -----OH1v-- a'--onw_____pNvr_____nNvr_____ofrer___--ourt_____papr_____pay,_____oa1Y_----paA---__paiy__ `p__paw_____paw_____oevr_____paL•r____-. pary___--over_____oavr_____pgpr_____paw_____pary___..`—__pa•,y_____paw..____oNw_____apw_____pM•r_____ CONNECT TO EXISTING 24" DIP WATERMAIN 24"X12" TAPPING SLEEVE, SADDLE & 12" VALVE Qb 25 0 50 100 SCALE IN FEET A ,i,;P: f7AN --a"-----:Yr,,—D(wM-- II':'i�Ill}ii III" Ij r.r- -- - '�:"- -R MAIN (RW)---�:-----Y'WER (55)---n4-----=ir---IN(FM) BF ---_- WATER SERVICE ^- ------ RECLAIM WATER SERVICE �— i'----- SANITARY SEWER LATERAL }--� G.V.(G.V.) —sa-- TEE_ BEND W/ DEFLECTION ANGLE SEDUCER (RFD.) �. FIRE HYDRANT ASSEMBLY w= N/A BT SAMPLE POINT O N/A AIR RELEASE VALVE ARV N/A SANITARY MANHOLE & RUN N/A BLOW -OFF VALVE —BW---^ Cpa 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 7S% 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 AND FORCEMAIN 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 SLEEVES SHALL CONSIST OF SCH 40 PVC PIPE, CAPPED, 2' O.C. MITI. EACH END SHALL BE TERMINATED 2' MIN. BEHIND CURB/SIDEWALK, AND MARKED FOR FUTURE LOCATION AND RETRIEVAL, Q WITH MIN. DEPTH OF 24" B. NO PUBLIC MAIN SHALL BE IMPACTED THROUGH THE PROPOSED ROADWAY WIDENING OR ANY TYPE OF MODIFICATIONS UNDER THIS PERMIT. 9. To' UTILITY EASEMENTS ARE PROPOSED ALONG ALL PROPOSED RIGHTS -OF -WAY THROUGHOUT THE SUBDIVISION, UNLESS OTHERWISE CALLED OUT. 10. CONTRACTOR SHALL PROVIDE T NIIN. DEPTH OF COVER FOR ALL PROPOSED MAINS. 11. FIRE FLOW DEMAND FOR SINGLE FAMILY HOMES SHALL BE 1.000 GPM; AND THE AMENITY CENTER SHALL HAVE A FIRE FLOW DEMAND OF 2,000 GPNI. 12, THE PROPOSED DRY -LINE GRAVITY MAIN IS TO REMAIN PRIVATELY OWNED AND MAINTAINED UNTIL DEDICATED TO CCU WITH FUTURE DEVELOPMENT. THE MAINS SHALL BE TESTED AND INSPECTED PER THE OCU STANDARDS AND CONSTRUCTION SPECIFICATION MANUAL AT TIME OF INSTALLATION AS WELL AS AT THE TIME OF DEDICATION TO OCU, 13. IRRIGATION IS TO BE WITH POTABLE WATER, CALL BEFORE YOU EXCAVATE "CALL SUNSHINE" 1-800-432-4770 TOLL 'FREE ss3 n. sraruE as"( REau1REs LAIN. 2 DAYS AND MAX. , OAYs NO— BEFORE YCU EXCAVATE 10' ROW UTILITY EASEMENT TYPICAL UTILITY EASEMENT LAYOUT Fep \ L p: Ra° w•t� �39 nia 'e to � L13 07/09/21E1 SUBJOTTOCTIYOPOCOLL,O.C. 112 I1/211/2-121 SWaIR ro CDY 0P OCOEE, O.C. 02 113/24/242I SUBJBTTOSJIOOID q T BI UI/IVNIN SUAOFFSITB TO OR,TNCB fX, Illte/2OH S BMITT CITYY.. TY OF OCO g0. ofnn: orautRtous: SU'BPBSSIONS/REIISIONS VERTICAL D.4•(UM: NAVD 88 JOB NO, 16-114 DESIGNED BY: )91 DlkVN'NBY: RS,KL FLECKED BY: )AI APPROVED BY \IDS SCALE IN FEET: I" = 50• Project Name. FINAL SUBDIVISION PLANS FOR WYNWOOD PUD PHASES 1 & 2 AND MASS GRADING PLANS FOR PHASES 3 & 4 jurisdiction: OCOEE, FL Sheet Tide: UTILITY PLAN 1 Sheet No.: C5.01 Se;J:®§�®gAAAAAA � S ' "i n�� "_my p, a dillo in �to q1! 6 ou arc D Silo, I: Poulos & Bennett, LLC zGO. E. Li ingn i, St., Odunao, FL 32803 Tel. 407.4872i94 a,rn.P�ulosund6evucmmm E,,g Bu N. 28i67 I I , b (� • � 25 0 50 100 Kcy Map. C5.01 C5.02 C5.04 C5.05 03 MW12a21 SUBMITTO CITY OFOCOLE, D.C. 02 10/2y/S12l SUBMITT0CITY0F0C0EE,0.C. 02 03/24/$21 SUBNIITTOSJR{FNID Ill 011WAI t WE III'Y FFJ111TO ORANGE CIIW LI/IG/DnU 'L' MIT Ott OF OCOFB \O. D.{lE: DF�CNIRIVNS SUB\FISSIONS/RBISIONS VERTICAL DATUM: NAVDBB JOB NO.: 16-114 DESIGNED BY: AI DWNNN BY: RS, KL CHECKED BY: JAI APNROITD BY, DOS MV,E iN FEET: I° = 50' Pmj—None: FINAL SUBDIVISION PLANS FOR WYNWOOD PUD PHASES 1 & 2 AND MASS GRADING PLANS FOR PHASES 3 & 4 OCOEE,FL Sheet Tidc: UTILITY PLAN 2 Sh— N..: C5.02 Se;J: ®a�a®w®ee®n mx�U)z �crym Qw u arc DSi4hh ��p,M.nd��IM ail .ign.,ene nau, be�„ifM ui ury 1 Poulos & Bennett, LLC 2602 E. lj jn%,t— St., Odando, FL 32903 Td,40'1.487259F �v.p�ulnsnndUeenclt.com g.B- No. 28567 �I I A11H' j Match Line For Cont. See Sheet C5.01 3 MIN \ \ o I ' FIRE HYDRANT -- ASSEMBLY 42 to \ 14 \ \ 1 \ 1 3'MIN.'1 \ \l \ 6 i1 \ 12 TRACT OS-1 7 \ 1 \ \ � 1 11 1 1 I i 1 1 ® 1 e 11 1 I 10 1 ) 9 3' IN PHASE 1 STUB -OUT FOR I PHASE4 CONNECTION 8" G.V. TEMPORARY 2 B.O. PER OCU DETAILA122-2 TRACT FD-1 \ 39 HYDRANT 40 SIO 15 3 \\1 \C . 1 .. ARE ASSEMBLY 44 1 30 1\ \ \ 41 \ 1 1 \ 16 29 42 17 1\ P 1 411 28 3 \ 1 11 : FIRE HYDRANT 514 1 18 \ 1 —ASSEMBLY 93 44 N1 27 19 I - 1 3' MIN.' , 111 TRACT 2" POLY POTABLE WATER 1 1 SERVICE WITH 1" METER I FOR IRRIGATION r I \ 20 I 11'tl: 1 ' 1 21 1 zz i I I 5 -(2) G.V. (Z-6' G.V. J(2) 8"X6 RED, J 8"X8" CROSS 5}3 PHASE 1 STUB -OUT FOR - j PHASE 4 CONNECTION 26 6 G.V. (2j 8" G.V. y 6 P (1)-6" G.V. TEMPORARY 2 B O PER �_8"X6-TEE- .1 OCU D T IL" 2-2 25 PHASE 1 STUB -OUT FOR PHASE 4 CONNECTION 8" G.V. TEMPORA' 8.0. PER 2 A122-1 OCU DETRYAIL (b 25 0 50 100 SCALE IN FEET 1 I 1 1 70 69 { THE PROPOSED DRY -LINE GRAVITY o MAIN IS TO REMAIN PRIVATELY OWN EDAND MAINTAINED UNTIL DEDICATED TO OCU WITH FUTURE V DEVELOPMENT. THE MAINS SHALL BE TESTED AND INSPECTED PER THE OCU STANDARDS AND a COPISTRUCTION SPECIFICATION NIANUALAT TIME OF INSTALLATION Iix u AS WELLAS ATTHE TIME OF '; (J'J] DEDICATION TO OCU. 4' c�S a 0 o Ll. I i 7 t I II \LAP: INV3.O.L�� G5.05 03 0710121PI SUIORTTO CRY OF OCOEL, O.C_ 0 10/-/.21 SIB[IT TO IT]( UI OCOEE, O.C. 11 03/2412021 5UBNRTT0 SjKS`NID 01 01/I /bl)l IUD 11OH311E1'0CRANGE R, LI/161101 SnLBUIT TO CITY OF OCOFF. ImY�10 SLBMSSIONS/REVISIONS VER ICALD TUNE NMID88 JOB NO: 16-114 DESIGNED BY: �M MLM9 N BY: RS, KL CHECKED BY: :ll .APPROP2DBY: AIDS SGILE IN FEET: Project Name: FINAL SUBDIVISION PLANS FOR WYNWOOD PUD PHASES 1 & 2 AND MASS GRADING PLANS FOR PHASES 3 & 4 '—dwn— OCOEE,BL Sheet'I'ide: UTILITY PLAN 3 Sheer No.: C5.03 S` '�a9g®8A9BA8Bq@9®®C IZ W m o 4 U 0 az arc D Sfehli'T '+'N" Q itu. .I.v baidm o0y. �lal..a ti�J i�M uA.e�!rA �.1 ia��.nm.nuyb=�m�ii.f rn. My dm Poulos & Bennett, LLC 2(tl2 E. Li,m,, n St, Odo d., FL 32803 TeL 407.487.2594 �a:pnulnsnnd6ennetLmm 1,.g Bus, No.28567 Match Line vv �� "w 523 125 For Cont. Cont. See Sheet C5.0216 .� 25 0 so 100 \ 1 126 Cs.03 ��5.104C5.05 68 FIRE HYDRANT SCALE IN FEET ASSEMBLY 48 ' 9 TRACT SW-2 _ — 1 1 3'MI 117 127 \, I T �11 133 \ 70 71 32 72 69 118 I � 515 73 '.t. 131 , I'. _ _ 74 — 130 \ \ \ I o 75 119 129 740 I� 7/ 1 N 6 77 120 78 7 79 l"� \\ l // ,i OF / f% REH i rf� / ) ASSEN OftANT I J i o / '' � LY q9 t I 87 - �� I m / m or/r�1o21 auovttTrocmotocoEt,oc NIIN, 80 ( 121 S36 1 A 6r�D - '171 02 A/ 1/2Nr 1 SUIPHTTOCI OF OCOEf, OC 88 / A / / Bl tr, '� I � / oo ,y," 62 nslzy 1,1 sudulrloslmvnlo 82 _ f i , SIBA11TOFFSPE TO ORANGE 89 / / / 85 172 11 11/1 R71 Covell / 8�0 �� '� 84 86 �.• _ SL6\III TOCOYOFOCOEE - �-%" W IIl I(J2� 1 aSIRI[lID 173 Na DAM DESCNPI1oN5: 90 A\� "� •• I (LINED) 37 - ®� SS='"" SLllMISSIONS/RLtl7SI0NS 1 / oD _ 1 -- — =�6F `�' �� • =1 valulcnLDanml NAVD88 91 FIRE HYDRANT L ! �.- / l — — —.IY ffio CRosS / 14 ASSEMBLY NI5 Till Ea ��� JOB NO,: 16-1— '��.SS DESIGNED BY: Jt11 ® h (3) 8'" G.VE .- l _ �`",, -v_�_ 1 0 96.+ � �. - - V A A \\ 175 DRA\SNBY. _ 16,KL 8 ;(8TE CHECkED BY: J:iI O ® ( ®ft ^ ` � � � , \ TRACT S APPROVE BY: SIDS PHASE 1 STUB -OUT FOR j. 176 OS 4 cn ld V ® SCALE IN FEET: � � ( PHASE 3 CONNECTION V 1 1 \ � j to 8 G.V. ® 189 \ \ o J Project Name; i ' ® ® 3' MIN. 7 T FIRE HYDRANT y TEMPORARY 2 B.O. PER oo ASSEMBLY k13 1 ® ® OCU DETAIL A122-2 �. ® \ �. 1 \ 177 FINAL I v SUBDIVISION V \ _ .TRAM 88 F-1 n PLANS FOR ® SW-3 ' , v8 v WVU YNOOD PUD 0 ., ® 1. 1 T MIN. 535 p ' ' FIRE HYDRANT 3 , 187 \ i \ _ 179 o PHASES 1 & 2 AND ASSEMBLYH14 fn. — MASS GRADING (LINED) s4o \ PLANS FOR N1 79851 " ��� \ p THE PROPOSED DRY LINE GRAVITY ' E 494593 32 = _ — ��� w i ' ® NIAINISTOREMAINPRIVATELY ® I TE: 68.67 ' \ 1' it• \ \ s c PHASES 3& 4 ® ® OWNED AND MAINTAINED UNTIL ® INV 55 52 S _ \• o \ 180 ® ® DEDICATED TO OCU WITH FUTURE INV: 55.62 N 186 \ \ S \ 1 �P DEVELOPMENT. THE MAINS SHALL I" G. 1 dsdicu— BETESTEDANDINSPECTEDPERTHE I TRACT ' \ � p CCU STANDARDS AND ® SW-4 1a "� y 8 CAP OCOEE PL ® CONSTRUCTION SPECIFICATION .PERMANENT 2 8.0. PER ® MANUAL ATTINIE OF INSTALLATION ® \ /:�' / EL}-9l<TAILA122-1 AS DEDICATION T OCU. E OF 1 185/ �� Sheet'Pitle: Q DEDICATION TO OCU. UTILITY PLAN 4 184 1 81 20 U.E. ® TRACT FD-z 1 > 183 182 1 Sheet N., C5.04 Sept®®®®99mA®89@H84BP0 40� a — arc D In Jill miliv bang �1�amndiy+ua��d v�tl add vrA.aid il.r „ i«�ovi b��.�if•A elat ease mo��. u��� iLy�ul o� Poulos & Bennett, LLC 2G02 E. St., Od-&, FI.32803 TeL 407,487.2594 Zv.p.,I­.,.d6­­,, Gig- E ,. N,, 2M67 (b 25 0 50 100 SCALE IN FEET SUCE—GRADE CUT TD BE COMPACTED TO 959 MAX. DENSITY AS DETERMINED BY AASHTO T — 180. CUT TO BE REPLACED WEN 3000 PSI HIGH EARLY CONCRETE TO MR OF EXISTING BASE. CUT AREA TO BE PLATED OR PROTECTED N DAY OF POUR. TEMPORARY COLD PATCH TO BE APPLIED AND BROUGHT To GRADE NEXT DAY, PERMANENT REPAIR TO BE MADE WITHIN 30 DAYS. CONCRETE REPLACEMENT ® COLD PATCH d j EXISTING ASPHALTIC CONCRETE SURFACE 5R1110 TO TOP OF BASE WITH HIGH EARLY STRENGTH CONCRETE �AND COLD PATCH TO MATCH THICKNESS AMOSELE eA nO,an Of EXISSTNO ASPHALTIC ///////%. 1' TYPICAL Z �msnla siaanuE\ SUDGRADE �'T \\ PAVEMENT RESTORATION: (cGMPACTEo GENERAL NOTES: TO 95% MAX. I. LONGITUDINAL CUTS MAY REWIRE I 1. BASE REPLACEMENT SHALL BE 3000 PE1 DENSIh) OVERLAY/RESURFACING OF THE COMPLETE WIDTH OF THE TRAVELED WAY. II k RICH EARLY STRENGTH CONCRETE. 2. W15 AT INTERSECTIONS OF STREETS 7 h 2. ASPHALT CONCRETE SURFACE MATERIAL SHALL BE REPLACED WITH SAME TYPE O GENERALLY MAY REWIRE A COMPLETE + OF MATERIAL THAT EXISTED AT TIME OF REMOVAL OMLRLAY/RESURFACING TO THE END OF ALL RETURN RADII, AND ALSO TO A 1 I 3. OTY ENGINEER, MINIAUIM ASPHALLTICYCONCREtETHE N URFACE OVERLAY / /X POINT TEN (10') FEET BEYOND THE CUT, WHICHEVER IS GREATER. THICKNESS SHALL BE ONE (1") INCH OR AS UTILITY APPROVED BY THE COUNTY ENGINEER, PIPE 3 ACTUALREQUIREMENTS 4. ALL JOINTS SHALL BE MECHANICALLY SAW CUT, STATED 1HE E PERMIT. j 5. FLOWABLE FILL MAY BE USED FOR COMPACTED SUBGRADE AND BASE REPLACEMENT MEN APPROVED BY THE COUNTY ENGINEER. STANDARD ROADWAY OPENCUT CROSS SECTION DETAIL TEMPORARY COLD PATCH OVER CONCRETE BASE — TYPICAL OF MAJOR OPEN CUTS f Match Line For Cont. See Sheet Right Key Nfap! C OI(_ C5.02 03 071U912021 SUWIITTOCITYOEGCOEq O.C. n2 IIiJ?+J)N21 SUBmrrTOCPIYUFUCOEE,U.G 112 113/24/2121 SUBVITTOSTWAID 01 UI/12121121 SUR.MIT0 Sf7ETOOI.NGE COTM Y W 11/IL/2 1 SL B\ttl TO CI[1'OP OCOEF. a SIRQ1iD NO DdIT: DEQUFIDHS SUBAHSSIONS/REITSIONS VER'CICAL DATUM: NAVD BS Jou No- 16-114 DESIGNED ➢Y: IAI DRAWN BY: RS,1CL CHECKED BY. JAI _ .APPROVED BY: MDS SCALE IN FEET. P = SO' Project None: FINAL SUBDIVISION PLANS FOR WYNWOOD PUD PHASES 1 & 2 AND MASS GRADING PLANS FOR PHASES 3 & 4 1-1— OCOEE, FL Sheet Tide: UTILITY PLAN 5 Sheaf N,, C5.05 Sea:®p,gea atingg®ron ;•a° arc Poulos & Bennett, LLC 2602 E. Lni�,,, o St, Od..,do, FL 32803 I'L407487.2594 m��c.p,nlo:nndb�nn�ILa,�n Fnq. Bu:, No. 28567 _'--{mot. 165 �v 89 v� r' 1\ � \ � i - :-`'�� � `----- ----_- 164, 149yb - / f I 187/ M'3 179 i I" ,163 '\; ' �CONCKETEAP$O�i-. - _ i / L- \ V.A 4 IC 3DP0 C PSI A 180 V i r - I 186 / C'A ���� v� W17HWWFA -� �- r' 1A \ \\\ _ 162- t i i \ V A _� � \ N ♦ / ' S �\ SDR-26 PVC r � _ `\ \5 \ ♦ Al/I/ \ \ \ _ 181 _ - i.,_� \. E18.19 - C� t 160 \ `\ , �♦ / 183 I _. 182- - - ou .�.�, \ - \ \ \, �Z153 \ �♦ i_ - _. i _ c� C _ \ \4154- --- 1 D1 -26 PVC \\ \�(\4:80/ A S 155 t v f1 51sal`w ONCRETE APR \ 1 \ ,A'THICK3(00P I;1 I L \\ I WITH WWF 1; 156 63.3-5 \ - 533 SDR-26 Pvc s32 E: EXISTING - GRADE TS PICAL GRADING SECTION NOTE: BOLLARD/VERTICAL POST IS REQUIRED ALONG THE ACCESS ROAD TO AVOID VEHICLE. PARKING- NO PARKING ALLOWED. it r il�i 1�IfI�I�I�I�I I�I�I (� II �I I 1 1 J" (IN.) SP-9.5/12.S ASPHALT. 2 6"(IN.) LIMEROCK OR SOIL CEMENT COMPACTED TO MINIMUM OF 98% OF AASHTO T-180. 3 12" (IN.) SUBGRADE COMPACTED TO 9896 OF AASHTO T-180 W ITH AN LBR OF 40. (b 25 0 50 100 SCALE IN FEET Kec AL:tp: 01 J/10/ U21 SOBAIITTOCIIIOF000LF,O.0 R2 N/N/121 SWCBITOCD OFOCOFLo,C "1 10/24/.121 SLB\ITT TO SIR\CUD 01 el/I /T- t I tNUT011 SITE 10 OR1\6E (XI I/16/21) SI70\BT 10 OW OF OCOFF. , CIR\\\ID \D. DAIE DISCNIRID\c. SUBMISSIONS/REVISIONS VERTICAL DATUM: IMAM 88 Joe A0 16-114 DESIGNED BY: _ CAI DIU\C^ 13Y. _ 16, a CHECKED BY: )Al VPIROCTD BY: \DS SCALE IN FEE 1: 1" = 10' I cojcct N— FINAL SUBDIVISION PLANS FOR WYNWOOD PUD PHASES 1 & 2 AND MASS GRADING PLANS FOR PHASES 3 & 4 Juv,,hL6.R: OCOEE, P'L UTILITY ACCESS ROAD DETAIL SF Sheer No.: C5.0G Sc;d: ,�®aeaaeaaaoyP a An W�^y N o o � z BrcDBft+MI �^���� tt,a cep,n c.(,k.d Q u,dc„a Poulos & Bennett, LLC 2602 E. Li�i,,ptrnt St., Od-do, Fl- 92803 T�L 407,487.2594 i.:p—l-mdbenn�uc�m EnR. B— N. 28567 property or Easement Comer ID Number plan Sheet It Easting Northing Elevation BoundaryCorner Tye Comments C-t C9.60 Lift Station Tract N.E. Comer C-2 C9.60 Lift Station Tract S.E. Comer C3 C9.60 Lift Station Tract S.W. Comer C-i C9.60 Lift Station Tract N.W. Comer FI tN nns 03 TS/SS/2U2L SU8AIITT0CITY0P000EL,0.0 112 02,/2,21 SUB\BTTO CITY OF OCOEE, O.C. 02 03/24/MI SUMEr TOSJR1111D 91 01/12/ID21 SUBMIT DEE51'IEI00UNGE CM, (11 II/16/2,0) Sf78A111'TO CTIT OF OCOFI: S SIRR' ,T NO DAM DECIi1MIM, SUBMSSIONS/RGl9SIONS VERTICAL Dd4UJI: N AVD 88 JOB NO: 16-114 DESIGNED BY: IM DR, MIN BY: RS,KL CHECKED BY: JAI APPRMTD BY: I IDS SCALE IN FEET: NSA Protect N— FINAL SUBDIVISION PLANS FOR WYNWOOD PUD PHASES 1 & 2 AND MASS GRADING PLANS FOR PHASES 3 & 4 J—da 6—: OCOEE, FL SheetTtde: UTILITY ASSET TABLES Sheer No.: C5.10 a°®e�coL� endue®n>l�ac ®W m+lU� vNi' O p 4V H 'g Om a! arc D SCahll "'� Cl � Poulos & Bennett, L.LC 2GU2 E. Liiint nn St., Odvtdo, FL 32803 Tel. 407,487,2594, v.pnulns,�nd6cv,�n.a,m Eng Sue. N. 28567 IMIT TO CITY OF OCOI:1:' D.C. ],\IRTO CITY OF oCOE4 O.C. 3)IITT0SIRIIl(D EIPCOfHITE TO OIIVNGE iml' 7)II 0 CM OF OCOFF. RAP\ID nmovs SIONSIREVISIONS NAVD 88 16d 14 JAI RS, KL is AIDS V = 50' ISION FOR )OD PUD �1&2AND RARING FOR 13&4 'Al PROFILE C6.00 .1c� w m,. imr�ia.m cb�, v,i6e�io ,Nj,�d Sc Bennett, LLC an St., 0d�d ma, FL 32803 zv.p�,vl�snndbrnnett enm B-, N. 28667 25 0 50 100 NOR, 2.5 0 5 10 VERT. 23' - 18" RCP SCALE IN FEET @ 0.344 PHASE INS (TYP) ^ 5 9 � J009 7D14 D12TYPE'1'CTYPE'1 GI52 STA:44+87.3 STA: 46+18.23 STA 42+3q6' - 18" RCP OFf: 17.50'OFF. 17.5@ 0.30% ® , D13� 38 18" RCP TYPE 1 C,I. @ 0.31% STA: 45+02.76 3 -18" RCP OFF: 17.50' RT 119 % 10 Di 11 12 13 14 YP MH STA 2+30.52 D15 OFF: 17.50' RT TYPE'1' G.I. S1 STA. 42+61.03 1 1: 43+41.11 D16A OFF: 17.17' RT OFF: 0.11' LT TYPE 18" MISS (4:1) CD N: 1557916.40 END PAVEMENT �. �4zn95.56 STA. 42+30.37 71.64 78 ForCont.See K °,Ly: Sheet t. 00 Se STREET'B' 49+86.04 = ss D11A 25 0 50 100 NOR. ST EET'A' 15+98.99 RA: sz+0EEK TYPE'l'CL T D7A OFF. 0.00' STA: 52+40.34 2.5 0 5 10 VERT. TYPE 45 46 OFF:17.50'RT SCALE IN FEET STA:49+68.54 D8 a7 STREET'B' 52+79.47 = S3 I: OFF: 27.50' LT Ala BEEF SE D7 TYPE 1 C.. STREET'D' 100+00.00 STA:47+56.77 STA: 52+04.07 4 3 OFF:000' TYPE 1 CI. 2 STA: 49+11.04 OFF. 17.50, LT SS - VALVE OFF: 17.50'LT PVC Wm S9 49 STA: 53+19.55 D9 - � OFF: 0.00' TYPE MH U�. STA: 52+84.73 STA: 53+47.21 v 16'R 0 OFF 17 OFF. 14. 5 .50 LT '.5 SS `. I R ., Sl STA: 55+41.40 18' RCP- I 36' -18" RCP 7 52 OFF: 0.00' @ 0.31% @ 0.30% Dll 5.2 D6 D6A + S4 34 TYPE+1 C.I. -1` - OFF: 17.50 CI TMPE'C' DBI STA: 52 73 43 35 53 f�. TYPE 2 STA: 0.9+86 04- - S STA' 49+39.04 N: 1558452.58 OFF: 0.00 OFF: 36.05 RT S RT E::81.19 .31 I 1 \\ 1 .. 54 O .(7 TE: 81.79 C � 1 � Pf �' INV:73.84(18"RCP)N 1' lo',_ D10 ��� eF lie " For Cont. See ms ' TYRSTAE'1' C Cb' Sheet C6.00 a OFF 48.09.85 ss y C.) �+�.. '� OFF: 48.09'RT l J -40 For Cont. See 44'-18" RCP CD 6sz Sheet C6.03 @ 0.275S A? rD a k D9A "Ou TYPE MH 2.42 ,�b a C�D STA: 55+55.21 < OFF: 1750'LT Ch 03 )7/f9/2121 SUBMIT TO COY OF OCOI1, O.C. 7zyyt j 1 ('� 0: 17/O)/A,21 SUWBT To art OF OCOEE, O.C. Fn E i 63 O a, O3/2V/?121 SLBNSTO SIR1fTID 256 nl 0I/I2(� l SL6MMITTOFFS11B100R.{NGE Col 1 , � 6` SLBMITTO CITY OI'OCofiP. Street b H/IL1 s1 CMMOID 1 Stieet tDf IntCLGCCtlOn �o. D.uE O�CNP�lous,, - 1 =30' 9UB0SSIONS/RM ISIONS 00 47 OD 5Q 00 51 00 52 00 - 53 00 L I 54 00 _I 55 00 56-co u:R1u..1LD:,luJl, N.avnae _ _ _ I _ I _ _. I _ )OBNO. 16-114 ........ _.__ _._. .. -_ 1 I. -_ i _ .- - -. D[SIGNED BY: ),II _. _.. _ 48 00 4 _ f � I 1 I STA 52+78 0 ._...� -_..- - OR,9\oN BY: KL PIUI STA 7+75-0 _ 1 1 _ _ -iVG {(i0:06PVI ELEV 727 95 APPROVECHECKED BY. US _ Y' L. _. ..._ SCnLE IN LEEr. I" .. o m -VI ELE 79 89 _.. " w HIG 'PT STA 4717 34 - - I - HIGH PT ELEV:7 Pmjeit Name: ry 1 - FINAL 90 > -- SUBDIVISION >m "w j PLANS FOR AIR R LEASE ALVE .. I_ _. ._ _ $5 VV 11 V WOOD PUD I PHASES 1 & 2 AND ----- - - - J - - _ j MASS GRADING - - - -- 80 PLANS FOR ---- - PHASES 3 & 4 --- 1- n l o J -- INV: 69.78 E N NV: _ 4.IS INV 4.39 4" RC ) NY 8" RC 51 SE l-d ,O- OCOEE, FL Sheet Tide: STREET W PLAN & PROFILE Sheet No.: C6.01 Seal: ®y3aespen¢®®4 yO ^.e,..,o O>w W�A h G arc D Shll pFjiM..nA ..:Jd and le n,�tn .a tm.�tb�«o6�4 �i , P-1- & Bennett, L.LC 2602 E. Li.v,-n St., Odv.dn, FL 32H03 Tc1.4074872i94 -.a.poul�snndeevneft cam En,g Bus. N. 28567 b� 55 /p 30' D.E. D21 TYPE'1' C.I. / / 56 Y STA: 57+02.41 OFF: 17.50' LT / 38-18" RCP . / @ 0.32% 57 �0 // 56 R STA: 57+40 1 0. OFF: 0.00' D9B �� TYPE MH �. . .. STA: 56,22.01 OFF: 17,50' LT — 58 022 / _ 61 TYPE'1' C.I. / / STA:511+"& 2 OFF: 17.50' RT/ / \� 60 / 25 0 50 100 NOR. 2.5 0 5 10 VERT. SCALE IN FEET FTA: 2 C.I. 269' - 18" RCP PHASE LINE (TYP) 1+26.80 @ L3SC%P7 50' LT 99 98 97 96 94 93 2 S19 PVC W M STA: 5911) OFF: 6.00' LT �_.38—�_— f' 62.2 a�I 98 STA: 62+83.17 OFF: 6.01' LT 101 102 103 104 105 106 107 108 109 110 S _ D26 A6 r „{ 128'-18°RCP p '7 2as / TYPE C.1. 1°T @ 0.3146 STA: 1 26 17.50' OFF: 17.50'RT / ly Strect'E' Intersection Street M. RCP R-37 92 Sr hCae COhr S 03a 1 1 C06 6-e I 1� I� N� :'�� �l,'VA: 0,001 25 FoY �I�F:0.00' r Cont. See Sheet C6.06 Street 'E' STREET T' 63+99.25 = STREET V 130+69.09 E F1 03 0/09/2021 SUDMITTOMYOP0006L,0.C. fA OPIF:21 SLIBNITTO CITY OF OCOEE, O.C. 02 '13/24/21,21 SUBMIT TO SJm[1I0 nl 01/L/2 I WIMIT OFFSET TO ORAN(;B COM) (U 11/16/211210 S LSH, R\LlID CI CY OF 0 C 0 F F NO. DAIL XKRIMONS K13N1SSIONS/REVISIONS VERTICAL DANNI: NA1VD88 )OBNO: 16-114 DESIGNED BY: ).il DRAWN BY: RS, KL CHECKED BY: IAl APPROVED IVY: MDS SCALE IN FEET: I" = 50' Projeee None: FINAL SUBDIVISION PLANS FOR WYNWOOD PUD PHASES 1 & 2 AND MASS GRADING PLANS FOR PHASES 3 & 4 Inosaia"': OCOEE, FL Sheet Title STREET 'B' PLAN & PROFILE ShO,, No.: C6.02 0, arc D Sfeahlia �� %°•��•- llu. ��Iiv b.u�el.�. dly �i inl mid �ul..du - Pni red ease. I il%d. Ci ad.°r�l Poulos & Bennett, L.LC 2602 E, nd.,brsmn St, 0,1.,&, FL 32803 Tel. 407487,259T z��pmJoeund6enncumm E g flu.. No. 28567 Kee NL p: 49 -STREET V 100+00.00 = 25 0 50 100 HOR. STREET'A' 52+79.47 2.5 o s 10 vERT. For Cont. See SCALE IN FEET Sheet C6.01 STREET V 104+57.31 = For Cont. See STREET'C' 72+93.86 Sheet C6.04 7 64 65 66 67 68 810 S8 STA:102+54.53 69 OFF: 0.00' _ S9 182' - 18" RCP Y @0.69% S l CC 48 40 ..,:.. 4 � 5 , 101+00 1 2+ / w For Cont. See Sheet C6.011 Pvc wM Street iB 35 37 38 39 36 Dll 44' - 18" RCP D10 TYPE'1' C-I. @ 0.271S TYPE'1' C.I. STA: 10o+32.05 STA: 100+58.9 OFF: 17.50' RT OFF: 17.50' LT INV: N Street'1 35' - IH" RQ @ 0.3 RPVI E 12" VEFIT. SEP. R 4 I�� �� _J ....:�� For Cont. See Sheet C6.04 Street'C' N: 1557932.9108 E: 493643.5130 TE: 72.85 104+56.29 INV: 63.01 7.00' LT 168' - 8" PVC r@ 0,40% ENO PAVEMENT STA. 105+17.38 03 01012021 SUBMIT To CITY OF(KOLJ6 O.0 02 07/26/2NI SUBMIT TO CITY OF OCOEE, 0C. (12 113/24/:9121 SUBMIT TO SJR\VNID 01 III/12/2'P_I SUBCOIIIT' RA FFSIIE TO ONGE Iq II/I6/2U?n aSlQiTlp CM OF OCOEF NO. Mn: DFSCIUMONS SUBMISSIONS/REVISIONS VERTICAL DANm: NAVD88 JOB NO.: 16-114 DESIGNED BY: J:u MOWN BY: Its hL CHECKED BY: Im APPROVED BY: )IDS SCALE- IN FEET: I" = 50 Project None: FINAL SUBDIVISION PLANS FOR WYNWOOD PUD PHASES 1 & 2 AND MASS GRADING PLANS FOR PHASES 3 & 4 Iunsdicnon: OCOEE,FL Sheet Tide: STREET 'D' PLAN & PROFILE Sheer No.: C6.03 Seal: ®48@W WWW pBBU99 V� O r, 6 — arc D Sh1t.- �V ;� -• Q on Iw bm, d�wnoVy �lO,ed vssl,d.d uw�g.. drul n,ed mP,7 (iF. �.in�A nnu�b�. enfMm .ny .IR Poulos & Bennett, LLC 2602 E, U i,,,— S[-, 0A, dn, FL 32903 1-0.407487,2594 ze.F—)-mdben-C-, Eug-B s�. N. 28567 1 OFF: 17.50' LT 35'-18' RCP @ 0.31%- 44 27 ee / STREET'C' 78+87.34 = lb 25 0 50 100 HOR, D33 76+51aD STREET'G' 180+00.00 2.5 74 0 5 10 VERT. TYPe6 SCALE IN FEET srn. 75 OFF: 17.50' LT 41' - 18" RCP D35 S16 3 O 76+2 S16 @ 0.29% TYPE'1, C.I. 170 - 24" RCP (LINED) S37 .96 76 STA: 78+73.04 @081% STA: 82+96, 21 OFF: 0.00' OFF: 17,50' LT PVC FM 77 S17 OFF: D.00 86 Oars �in 35' -24" RCP 78 I STA: 78+87.50 11 85 �•,j @ 0 23% 79 I 1 OFF: 2.43 RT 84 1 � 1 80 81 82 83 053 1 1 •s i� TYPE '2 C.I. 1 STA:81+99.08 I OFF: 17.50' LT -PVC WM 87 89 / w R.25 SS _ SS l 90 91 Tvae'r C.I. I PI4,SSE 3 � D52 -- STA: 17 SO' 56 47 30" RCP TYPE MH o -17 OFF: 17.60' RT - PHASE LINE (TYP) 0 S2°o STA: 83+44.52 / TYPE +4 C.I. ` P`_ _..-^ 0 9'. @ 0.2O% RCP For Cont. See ® a @ OFF: 17,50'RT STA R,50'RT (LINED) S40 y Off: 17.50'RT � �"" 00 ,-D34 TYPE'rcl. Sheet_C6.07 37'-z4^RCP 22 513"R 25 @ 0.2295 STA: 2+96.2IF STA: 78+52.05 OFF: 29.8T RT STA: 70+00.03 - - ° 1 OFF. 17.50 RT _ 518 DEC: 0.06' LT °/ 3k II`--_,; / TE: 70.79 4� STA:81+07.47 D54 621 INV: 65.54 (18" RCP) HE OFF: 0.00' a $', '- rYPE'2' C.I. 6 STREET'C' 72+93.86 = 975 I, 4) Q.)STA:81+88.44 STREETV 104+57.31 OFF 17.50'RT IA Seee t I S1 e t C IN STREET'C' 70+00.00 = s38 �Yeel- STREET'A' 21+02.02 OFF: i63.10' RT 1 1 S Street'G' Intersection Street IN/ 7152(18"RgP),S IN / 7152 FIS" POP) E 71 72 73 70 Y� S15 69 STA::Fo00 .01 l�jr\, \ STA: 0.000.9 OFF. 0.00' W-MI . IN STA: 74+24.59 OFF: 17.14' LT PHASE LINE (TYP) NW _62.24-(30" RCP)S 62.16124" RCO) N 229'-18"RCP Ivey \L p: 03 0710221 SUBMOTTO CITY OF OCOE,O.C. Q WN122I SUBMIT TO CM OF OCOEE U.C. 02 0/24/201 SUWOT TO SJRS-MID 01 011121N21 SCQ 4"T' FFSHT OORINGR (4 0/16,L1 SUBMIT m CJIY OPOCOEP. &SIMYNID NO O.1t6 BEIM1910 S SUBMISSIONS/101SIONS VERTICAL DATUM: N3VD S8 _ JOB NO: (6-114 - DFSIGNEDBY: ).Al DRAWN BY: Rs' n J _ CHECKED BY: lu APPRO\''ED BY: MDS SCATS IN FEET: __-- Project Nuns: FINAL SUBDIVISION PLANS FOR )- WYNWOOD PUD PHASES 1 & 2 AND MASS GRADING - PLANS FOR PHASES 3 & 4 �- ocoEE, P'I, _ Sheet Tide STREET ' C' PLAN & PROFILE She..N., - C6.04 88®8 W Aare 16 fit, 5 w Poulos & Bennett, LLC _-t- 2W21 F_ Iiringsinn St., OA-a., FL 32803 J TOAOT487.259+ -paulnsnndb,.-,Ccmm En1;. Buy. No. 23567 526 STREET'C' 91+19.31 D46 TYPE'1' C.I. STA:88+86,49 STREET V 150+00.00 STA: 87 35' -18" RCP OFF: 6.00' LT W Dq8 17.0' LT OFF: 50' LT TYPE'1' C.I. @ 0.31% 133 134 STA: 85+70.37 13s STREET'C'85+18.10= 4 OFF: ITS&LT 231 STREEVE' 141+46.62 U 130 I., 4 � See 129 536 FOX C't X C6 �6 128 _ S11 ee 00 STA: 85+08.22 \ a OFF: 0.00',R d COMBINATIOFI CUUM 33 S 90t00 � , -;BREAKER/AIR-REVALEASE to \ SY S U _ "4ALVE + PVC WM PVC FM+04 — 169 y F — / 193' - 18" RCP 70 In ;:. R 34�" @ 2,83168 S �••-- _ 171 J \ '7 vz j D4TYP7 `{ 0 1 174 173 STAE'1' C.I. STA:II8+04 70 25 0 50 100 HOR. 2.5 0 5 10 VERT. SCALE IN FEET D 00 TYPE'1' C.I. S24 STA: 91+46. 61 32 OFF: 17.50' LT STA: o9F3F+g9: o.op 3 AIR -RELEASE VALVE 739 OFF: 17.50' RT OI- (' r41/,/ 11 ee PHASE LINE (TYP) sheet C6 See 145 90oXCOG60� 35'-18"RCP ��eet108 � Sheet @ 0.31% D49 TYPE'V C.I. STA: 85+70.37 OFF: 17.50' RT w1v 147 (18"RCP) SE DO 64. (18" ,�CP) W 64. I18" RCPI NE m Street 'C' \ \ ld 144 S25 STA: 91+87.32 D 11 OFF: 6.00' RT TYPE'l' C.I. STA: 91+34.14 OFF: 45.12'RT Street'F' Intersection 1"=30' Cul-de-Sac 'C' 1"=30' I:ep \L p: 41 FA9/2021 SUBMITTOTYOFOCOEk O.C. 02 iU/JIJtu21 SUBMIT TO CITY OF OCOEE, D.C. 02 N/2412021 SUBMITTOSJRIV ID 01 01/12/2021 SUBMT FT�TOORiNGE CONT)(NI II/I6/2fr11 SUB\ICI' TO CFIY OP 000FF. R ID NO NU, RAO, )DITIFIM111 SL-BMSSIONS/11E V ISIONS VERTIC:ILDAIUNI: NAVD88 JOB NO: 16-114 DESIGNEDBY: DRAWN BY. RS, KL CHECKED BY: ).il APPROVED BY: MDS SOM-E IN FEET: I = 50' P�ojecr None: FINAL SUBDIVISION PLANS FOR WYNWOOD PUD PHASES 1 & 2 AND MASS GRADING PLANS FOR PHASES 3 & 4 J—aiedon: OCOEE, b'L Sh—Tide: STREET ' C' PLAN & PROFILE Sheer Na.: C6.05 se,d�®�aenaa�aeeuoa ® 80 arc D hii;,..�m 1-11 li, mr emu�6. reoGcl a2 ni"e ropu..0 e� o. ,ny I Poulos & Bennett, L.LC 2602 E. ISringslow St., 01W,do, FL 32803 TeL407.487259J zv.pn„l�sno36em,ett.cnm Eng. 13 �. N. 28567 129 20 V 0.00' .09 N: 1558569.49 STA: E:494733.54 OFF: .00' TE: 64.50 I 02 D39 INV: 60.25 (24" RCP) Sw 0, TYPE'1' C.I. 3 STA: 135+87.69 79' - 24" RCP ' AIR -RELEASE VALVE OFF: 17.50' LT @ 0.2096 ' S22 STA: 135+65.12 OFF: 6.00' LT PHASE LINE(TYP) -I STREET'E' 133+69.27 STREET V 63+98.24 � STREET'E' 130+00.00 MCCORMICK ROAD ROW e. { -'L D37 92 1 2 110 TYPE'1' C.I. 1 STA: 133+23.24 35' - 18" RCP D38 OFF: 17.50' LT @ 0.31% TYPE'1' C.I. STA: 133+23,39 For COnt, See OFF: vsa' RT Sheet C6.02 Street T' INV: I — — 125 126 127 ' STA: 137+67.63 OFF: 16.86'RT 124 S23 D42 123 STA: 111+2 11 TYPE7' I. OFF: 6.0 LT STA: 138 49.32 122 OFF: 17.5 LT 37' - 18" RCP @ 0.3296 tl} � it}_ �- �il�• � r PVC WM I I —.� PVC FYI 116 I I 117 R-3A18 Y 115 I 4.0 zz ' a tI 114 113 36442 D43 TYPE C.I. 112 STA: 138+37.20 �. 0 8W ,,,�,�- ill OFF: 17.50' RT ro Z - j� 35' - 24" RCP f47�+00 TYPE 'Y C.I. 173'-24"RCP �a STA: 135+87.69 @ 0.209„ OFF: 17,50' RT '— — 9A Street 'E' Street'C' Intersection NW 58.93 24 RCR) SE IIV 58 57 (24"_t CP) S __ 58.93 24" RCPI NC INVf 58.57 F24' RCa,I NW A � 75 OCOEE,FL I L Shea Tick ;... STREET 'E' 70 - PLAN &PROFILE .._. ....IESHN! .._ -- SHW ....._..._ I ...... 65-�- Sheu No _ PROVIDE 12 C'6 06 T MIN. S EP - - I - (STN OVER SANANi I 60 rl�®®®.#®8. ...... — i S 1 8 "m - 55- n0 ac a® y ` w \� o - ° c: INV 641613(18, RCP) arc D 6€il it INV: W - _ - may, — 6a.ss(18- RCP) NE r ` - 50 - _- TJ-69.54J Q IN�V 57.7W _ INV sZ27 P �a •n^ INV: 64.79 IE: (18" C 04 E 1NV.527H1 E _.. 45 i �°«n .v �-,.�. m �h o � of '• • "-- �.. .. ,,,,,._ ._. ' _ _ Poulos & Bennett LLC cs,00a Fi -ze0s00142 140i 00I 141 00 00 143 ` d407487.254 P I o r.om E. gF fl,-No._8567 K- Slq, 25 0 50 100 FOR. 2.5 0 5 10 VERT. SCALE IN FEET D56 nPE'2' C.I. TA: 143+60.02 OFF: 17.77'LT / � m o V :L 178 >. i 181 N01) 1 �. 182 O v 27 PVC WNI 183 187 / 18 184 185 166'-24"REP 7 @ 0.55% DS7 37, - 18" RCP S35 TYPE'2' C.I. @ 0.304o STA: 143+91.46 STA: 143+70.15 OFF: 0,00' OFF: 17.50' RT Street' ' INV: E Street'E' Cut -de -Sac 1"=30' STREET'G' 180+00.00= STREET'C' 78+87.34 For Cont. See Sh1. eet C6.04 80 D35 170'-24"RCP LI0-.wt I -_41'-18"RCP - 02940_ 79 O2. Sheetont. ee _ c6.04 U 4- v ." INV: 25 0 50 100 HOR. -@ 2.5 0 5 10 VERT. SCALE IN FEET /// END PAVEMENT / STA.180+55.99 PVC W M STA: 181+59.19 OFF: 6.00'ITT 517 STA: 180+02.44 OFF: 0.01' RT PIG Street'C' Intersection 1 =- 03 07/99/21t21 SUBMIT TO CITY OF OCOLL, 0C 02 iN/21012021 SU MIT TO CM OP OCOLB, O.C. 11 03/24/201 SOBMITTOSIRVAID 01 01/12/2021 SOB\OT OFfS11L TOOR\NOL: LOBwnl W 11116/Dc") SUBBU I'TO CITY OF OCOFF. & SIA\0)ID NO. ruTC: DF CRI1T1)N'S. SLBV(ISSIONS/Ri WIONS \'ERTICALD.TMA ,XAVD88 _JOB NO.: 16-114 DE31GNF.D BY: W DI6VVCN BY: RS, ICI. _CHECKED BY: Im 9PPROSID BY: MDS SCALE IN FEET: I" = 50' Project None: FINAL SUBDIVISION PLANS FOR WYNWOOD PUD PHASES 1 & 2 AND MASS GRADING PLANS FOR PHASES 3 & 4 l��sdiction. OCOEE,FL Sit— Tide: STREET'E' &'G' PLAN & PROFILE .Sheer No.: C6.07 Szal: �,meaeoe�a®u1s �O Ogb��om u c u *w rza 4 E— )z arc D S*h11' iPai�yd n,a Poulos & Bennett, LLC 2602 E. Lwmg,tvv St., Odvtdv, FL i2803 In1.4074872591 �)�pnalvsuvdbcvnciLmm G, 11 s. No. 28567 TYPE "'C.I. STA: i55r9II.55 OFF: 11.50' IT STA: 156+68.28 RT D60 POT Cont. See 530 OFF: 1.30' Sheet C6.04 szs 1S4 D64 STA: I55+73.24 ' TYPE'"' C.I. OFF: 5.99' LT D61 TYPE'1'C STA: 17.78'L93 153 h D62 OFF: 17.78'LT 138 II ml STA: 15.50' LT TYPE NIH 145 OFF 17.50'LT STA: 152+39.90 OFF: 6.00LT 152 146 151 67. 31 147 ' 150 6 . PVC WM 148 149 �� 'S+0 137 32 /( O \\i 52+pp 44'-8"PVC @0.4' 157 hOOt 168 _ 158 `+6. SeC' 167 159 532 , 04 160 N: 1557443.8582 \( v 166 35' - 24" RCP E: 495479.9371 Y� 161 @ 0.20% TE: 69.50 INV: 61.48 � 65 527 164 163 162 529 153+53.33 NV: 61.585TA: 4' STA: 151+05.97 OFF: 0.00 D66 C� OFF: 6.00' RT S28 TYPE '1' C.I. STREET IE' 150+00.00 = STA: 152+30,89 TYPE'r D63 C.I. sra:155+98.55 OFF: vsa' IT STREET'C' 91+19.31 OFF:6.00' RT STA:153+21.69 OFF: 17.38'RT Street '����' V .PI[IA�FlEF mg]Em N {9 -159' - 24" RCP / @ 0.37% 067 TYPE'2' C.I. N: 1557426.00 E: 495522.58 TE 67.53 INV: 55.59 (24" RCP) 5 INV: 58.44 (24" RCP) N 3' - 8" PVC @ 0.40% I:ec A1np: 25 0 50 100 HOR. 2.5 0 5 10 VERT. ^ SCALE IN FEET a _ Street Cud -de -Sac 0; 117/012021 SUBMIT To CITY OF OCOEL, O.C. le I01/20/2021 SUBMIT TO CITY OF OCOEE, D.G - 02 02/24/21QI SUD\[IT TO SJRIP\ID 01 11/12/21,2I SUB\IR OITSII'HTO OItWGE COUNTY ql II/IL/b120 SUB\BT'I'0 C IIY OP 000FF. &SIRI ID VO. DaTL OFS'"IMOVS: SUBMISSIONS/REVISIONS yariCAL D.YFUM.. _ _ NAVD 88 JOB \o: 16-114 DESIGHI;DBY )a DILMSIN➢Y; RS,KL CHECKED BY: - )Al -APPROVED BY: MDS SCALE IN FEEL? I" = 50' Pmject; hone: FINAL - SUBDIVISION PLANS FOR WYNWOOD PUD PHASES 1 & 2 AND MASS GRADING PLANS FOR PHASES 3 & 4 i-&-.. OCOEE,PL Sheet T itle: STREET 'F' PLAN & PROFILE Sheet 1\1- C6.08 w���h - tt ��4JiZ dart D Tlui��� I�ss 6�d� �Im.o".-�ih �y�i<d v�d.�ld iog a dip,ul apE� or�w� 16e..b�unr.nit mv�d.� d vex"nfiM aecun�"cco IY Poulos & Bennett, LLC 2602 E. Fit mg,t- St., 0,1-do, FI, 12803 'FeL 407.487.2594 ... db--tt.-1 E g Bps. No, 28567 / 6" WHITE & 6" BLUE CURB RAMP AND FECTABLE WARNINGS (PER FDOT INDEX NO, 304) I I 30' ROW DEDICATION (TYP.) TRACT OS-1 33-21-28-0000-00-005 CROSSWALK PER FDOT Barry A. ( INDEX NO, 17346 (TYP.)� GretchennR.H. .HR.H.Vose ( Parcel AMENITY SITE SHALL BE PERMITTED UNDER SEPARATE APPLICATION 52 E, 3 33-21-28-0000-00-006 Estate of 5'ACCESS AISLE p David Rokowskl 5 -8' X 22' PARALLEL PARKING SPACES, '- \ 6"WHITE INCLUDING 1 HANDICAP SPACE ITYP.) ILINDICAP PARKING DETAIL 33-21-28-0000-00-030 Walter & Susan Adams I 4 14 5 1 �N 13 r N. 6 12 t 7 11 ®® a J l 10 9 ETTERMINATION SIGNS PER FDOT 17349 L' r C TRACT P-1 TRACT FD-1 15 16 17 TRACT OS-2 CITY APPROVED 'NOPARKING'SIGN '. TRACT C-3 ': 93 TRACT S W-1 94 / NOTES: 95 rJ U/09?)-1 SUB\(LT TO CfTY OP OCOED, O.0 1. MO PARKING ZONES ON STREETS TO 8E 96 ENFORCED THROUGH THE HOA DOCUMENTS, 112 SUBPBTTO MY OFOCOEE, O.0 R3/24/2111 SIJB.NI1TTOsMV1D1 2. STREET NAME SIGNS SHALL BE PLACED AT ALL t SUDJIITOFFSITETDOI:CNGE 98 Y INTERSECTIONS PER CITY STANDARDS AND P 01/12/2t 1 COL"T1• 5 46 47 448 49 SPECIFICATIONS SUDtI1TT0 CITY OC OCOFB 5 50 99 j ..r "( 109 IXI II/IW2 1 bMIRtMMD] 51 52 I 100 � � � \ 108 3. ALL SIGPIAGE&STRIPING TO BE INSTALLED IN S'1 OYrc 0F5OtililONS: ACCORDANCE WITH MUTCD (LATEST EDITION) SUBMISSIONS/REVISIONS \ 10? NAVD 88 53 54 SS 11 56 57 / \ \ UNDFDOTHERWISSTANDARDS &SPEC SPECIFICATIONS, \ERTICal.Od1U\I 105 106 \\ \, UNLESS OTHERWISE SPECIFIED. j0BNO. 16114 t- 35 /mot' 104 \ j /\ 4. EACH CUL-DE-SAC SHALL INCLUDE A MINIMUM OF TWO (2) APPROVED'NO PARKING' SIGNS DESIGNED BY: )a 3� N 1 64 2 €Pct- ---"X/ 103 I DRAV!�N BY: RS, IiI. 3 36 \ \� i -- 102 CNECKEDRY: �AI 33 37 \ 5 I I 101 U APPROVED BY: MIDS ; y 65 63 62 61 1 1 59 58 60 ( v SCALE IN FEET: l"=t00 32 38 t\ 66 1 ) I' Pmlecr Nune: 3967 31 � PHASE LINE (TYP.) ,-1FINAL v U SUBDIVISION 40 es c PLANS FOR 30 41 TRACT sw-z WYNWOOD PUD 3 i 9 42 2 ° PHASES 1& 2 AND B9 70 71 72--' 73 MASS GRADING 28 43 1 I1. i 74 PLANS FOR 27 2 1 +00- mot-'"=',. 7S I 76 �: PHASES 3 & 4 T l STREETTERMINATION SIGNS PER FOOT 17349 25 24 23 PHASE 4 7a x 79 / / luus<Gcrion: 3 - 2 87 BR ry. % 8o El OCOEE, FL 1 I 89 // / / 82 83 84 STREET 90 Sheer Tidr: 2 TERMINATION 5 SIGNS PER FDOT / / 91 Z.. ^.._...� SIGNAGE AND 3 17349 i " �� — — STRIPING PLAN 4" WHITE STOP BAR (TYP.) 2 - V � t TRACT ® i 3 SW-3 STREET TERMINATION SIGNS PER FDOT ® 17349 ® 1 TRACT PHASES ® SW-4 ® I TRACT FD-2 Slme. N- C7.00 Selo: ®1®ge�aaenaa®a a9a V�o¢ O01r p,o arc D Sil#hIP. �a A �-... cl A nl� I «n b J Q ml.d� .any Poulos & Bennett, LLC 1102 F., I��ingston St Od-do EL 32803 T e1. 407,187.2594 -p-1- db--tt . Enq. Bus. No. 29567 TRACT OS-2 j 92 93 94 ; TRACT OS-6 WALK PER FDOT NO. 17346(TYP.) 34-21-28-0000-00-020 James E. Sweazy TRACT SW-2A WHITE STOP BAR (TYP.) 110 09 108 \ \� 07 111 \ 113 \ k 114 p 115 � O � J 116 Vl TRACT SW-2 — s 117 ) 118 J { 119 I 1 r� �I a - - - «7s I _ I 1 II }� 34-21-28-0000-00-005 I Walter &Susan I g Adams I I I 1 1 TRACT OS-3 -Czf I 123 Q ` c! I h�+ I 124 O ✓� U .` 125 0 140 126 141 t, 1 127 133 134 135 136 139 1 138 1 132 137 I 1 T 131 (.. 6, 130 3 129-��,--t-i- :..,-, �, -� 142 1 128 143 1 2 - / i I 169 168 2 144 a-� 170 2 f 145 81 1 ( 5 3 121 � 5 171 I 82 83 84 i 85 86 0 3 172 167 1 _ Y I 173 146 � 17s 1 3 176 165 148 \ �: ® 177 88 I 64 V l fir*. 178 ` 149 ® 187 _ 179 163 1 I TRACT LS-1 -' - n - ^�ISO \ \, 150 ' 86 p 162 ® TRACT \ jp ( 151 SW-4 6 I 185 161 `t IJ 184 152 181 TR 160 A - t � 183 182 \ � 153 <4z✓ 59 154 ' 15II 155 ® 56a97 ® � 156 ® ' TRACT P-3 BREAM LAKE TRACT 6 ® SW-5 — TRACT C 2 — I:ec AO�p: 50 0 100 200 SCALE IN FEET LEGEND: 30"X30" STOP SIGN WITH 24" STOP BAR (RIL-1) CURB ❑ RAMP AND DETECTABLE WARNINGS 2 (PER FOOT INDEX NO, 304) OCROSSWALK 4� HANDICAP SIGN AND PAVEMENT MARKINGS SPEED LIMIT SIGN, 25 MPH ❑6 CITY APPROVEDNO PARKING' SIGN NOTES: 1. NO PARKING ZONES ON STREETS TO BE m 07/0/2Q1 SUDIDIOCITYOPOCOEB,O.C. ENFORCED THROUGH THE HOA DOCUMENTS. 11IN/ /JRI SUBATPTOCI'TYOFOCOEF,O.C. 2. STREET NAME SIGNS SHALL BE PLACED AT ALL 02 07/24/2101 bUBVITTOSJniYSN INTERSECTIONS PER CITY STANDARDS AND II OI/L/B_I SIBUTI 0PISiIT;700NaVG8 SPECIFICATIONS COLlTL IN I/If/ 1 AB`lI0CRY0r OCOFF. 3.ALLSIGNAGE& STRI PING TO BE INSTALLED IN N0. Dtr DECISHIONs: ACCORDANCE WITH MUTED (LATEST EDITION) SUBMISSIONS/Itffi'TSIONS AND FOOT STANDARDS & SPECIFICATIONS, VERTICAL D97Udl: H9VD BA UNLESS OTHERWISE SPECIFIED, OB N0; I6-114 4. EACH CUL-DE-5AC SHALL INCLUDE A MINIMUM DESIGNED IT, (a OF TWO (2) APPROVED'NO PARKING' SIGNS DICIAN BY RS, KL CHECKED BY: )AI .9PPRON'ED BY: KIDS SCALE IN FEET: I"= 100' Project Name: FINAL SUBDIVISION PLANS FOR WYNWOOD PUD PHASES 1 & 2 AND MASS GRADING PLANS FOR PHASES 3 & 4 Junsdicrion: OCOEE, FL SheecTidu SIGNAGE AND STRIPING PLAN Sheer No-: C7.01 Cei®®®'6980i0 @WA993gA& a y U aw "a arc DSt'- - a d Poulos & Bennett, LLC 2v02 E St, Odondq PC 32SH3 1c1. a07487,2394 —p—I-.vd6vunct[ — Enq. Bus. No. 28567 ffiIDlm BEGIN PROJECT STA. 262+24.07 MAINTENANCE OF TRAFFIC DURING CONSTRUCTION PLAN CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING PROPER TRAFFIC MAINTENANCE AND CONTROLS IN ACCORDANCE WITH REGULATORY STANDARDS. WHERE A TRAFFIC MAINTENANCE PLAN 15 REQUIRED, THE CONTRACTOR SHALL HAVE THE PLAN PREPARED BY AN FOOT CERTIFIED DESIGNER AND SUBMIT THE PLAN FOR APPROVAL. GENERAL NOTES 1, ALL PAVEMENT MARKINGS AND STRIPING SHALL COMPLY WITH FOOT ROADWAY AND TRAFFIC DESIGN STANDARDS, MUTCD, &LAND DEVELOPMENT CODE. 2. ALL STRIPPINGSHALL BE APPLIED BEFORE RAISED MARKERS ARE INSTALLED. 3. ALL MARKINGS ARE TO BE THERMOPLASTIC. 4. SEE FOOT INDEX 706-001, APID 711-001. S. ALL TRAFFIC CONTROL SIGNS AND PAVEMENT MARKINGS TO BE CONSTRUCTED PER THE LAND DEVELOPMENT CODE AND MUTCD STANDARDS. 6. PRIOR TO COMMENCING CONSTRUCTION IN THE R.O.W., THE CONTRACTOR SHALL CONTACT ORANGE COUNTY NAD OBTAIN A ROW UTILIZATION PERMIT. A MAINTENANCE OF TRAFFIC SHALL PLAN BE SUBMITTED AT THE PRE -CONSTRUCTION CONFERENCE. 7, RPMS SHALL BE INSTALLED PER FDOT STANDARD PLANS 706-001. 8. ALL DISTURBED AREAS SHALL BE SODDED. 9. ALL UTILITY CONSTRUCTION AND MAINTENANCE SHALL BE PERFORMED WITH PROPER SHORING, BARRICADES, AND MAINTENANCE OF TRAFFIC 51GNAGE IN ACCORDANCE WITH MUTCD, OSHA LAWS AND REGULATIONS, AND FOOT HIGHWAY SAFETY PLAN. 1D. DETECTABLE WARNING MATS SHALL BE CAST -IN -PLACE W ITH THE COLOR OF BRICK RED. 11. ALL EXISTING TREES SHALL BE REMOVED WITHIN THE RIGHT-OF-WAY SOUTH OF THE ROADWAY, FOR THE LIMITS OF THE PROJECT. 12. RPMS SHALL BE PLACED PER FOOT INDEX 706-001. 13. ATTHE END OF EACH DAY, THE RIGHT OF WAY (INCLUDING ALLTRAVEL LANES) SHALL BE RESTORED FOR SAFE VEHICULAR TRAFFIC. NO DROP-OFF CONDITIONS SHALL REMAIN. NO MATERIALS, EQUIPMENT, ETC. SHALL BE STORED WITHIN THE RIGHT OF WAY WHILE THE WORK ZONE IS INACTIVE. OVERLAY WITH SLOPE CORRECTION NOTES 1. CONTRACTOR SHALL PROFILE ROAD PRIOR TO ANY MILLING OPERATIONS. 2. CONTRACTOR SHALL PROVIDE 1" OF MILLIPIG AS NEEDED FOR SLOPE CORRECTION, 3, CONTRACTOR SHALL PROVIDE 1-1/4' OF RESURFACING WHERE NEEDED. 4. CONTRACTOR SHALL PROVI DE BUILDUP OR EDGE MILLI PIG AS NECESSARYTO PROVIDE CONSISTENT 2%CROSS SLOPE. S. CONTRACTOR SHALL REFER TO MILL DEPTH TRANSITION DETAIL FOR FRICTION COURSE OVERLAY ON SHEET CROP. EXISTING UTILITY POLE TO REMAIN EXISTING FENCE TO REMAIN QlSlm, I, UTILITY MARKER TO REMAIN (b 10 0 20 40 SCALE IN FEET D LA�S 'Ile FA paK 48 ON, 2T RA SAW CUT EXISTING PAVEMENT 28-21-28-0000-00-010 EXISTING POTABLE WATEREXISTING R/W (TYP.) ORANGE COUNTY NORTHWEST WATER RECLAMATION FACILITY ORANGE COUNTY BCC ARV TO REMAIN ~o In, -- "t VIt.1-----\SfA----Al- 441 -- 4r11 -1',M1f -iEL-----iEL- - i -- yJh �0 1IAf WII .YIf-fYl.l- \, 11 -- -1!!---5r1{- 1i1{- Vi---- V.t - --4f1 ,IA- 111.1 -- to ---BtL .-TEL iEL-- TEL - TEL ---TEL -TEL- - TEL iEL - --TE EL — TEL — iEL_- iEL _ --TFL _ - ,�------ �� _ _ _TEL -- -- --rEt= -- — _�-._G._.�.--TEO—FT—---ict---vcL----�'>iE[ — —TE --iEL'----fE[-=---Y'EL— -TEL-- -T[L- - EL I�~-TEt.- --- —-c:——------— J i1Y-----R1Y-- - Rt! R'( Rli -- -------ft'I rl- R4Y -- RY(----R'! SO -RV! - R}I ---RVY ---RVI- RVI -- R11 ---fiN-R'N----- III ----- RV-----R11----- R'VI- -RVY--- rN R- f+4---R'N ----- Rri-----R\'1-----R41----R'lf----RYi-----R'II---S,----- R'fl----- RVV----- R}1----- fi\V--fi1Y--- Pil--- RV 0 --- --- 2p — — .. I U' - -- C 1VIr(nrmirk Rnaci"0 w O — 263+00 264+00 265+OG 266+00 267+00 LC, 0 ___ ___ _. ____ -------- .._______ _________ -- _:._ - _ ____ ________ _. ___._ . -----OHVl-----Of{V'I I----pNVI-----OHV'1----- ry -- LOVEty=o1:T1' --dFr7 `- EXISTING FENCE TO REMAIN EXISTING CONCRETE DRIVEWAY TO PRIVATE RESIDENCE SHALL BE REMOVED AND REPLACED. CONTRACTOR SHALL COORDINATE WITH PROPERTY OWNER TO PROVIDE ACCESS ^5(IT - S H(I --9HV4 -- EXISTWG5'TIDEWALY. TO BE RENTOWEY -- — — — --- TREE:SAVE EXISTING UTILITY POLE TO REMAIN EXISTING CONCRETE DRIVEWAY TO PRIVATE 33-21-28-0000-00-005 RESIDENCE SHALL BE REMOVED & RECONSTRUCTED. REITER CONTRACTOR SHALL COORDINATE WITH PROPERTY OWNER TO PROVIDE ACCESS ALLTREES WITHIN CLEAR TREES WITHIN R/W, SOUTH OF ROADWAY ZONE SHALL 8E REMOVED SHALL BE REMOVED (TYP) FU,Y- � Tfl {'" - _ - I EIT, --TEL--TEL- RUM GR�UND ( !DRIVEWAY _ "T_ SANITARY ARV TO REMAIN STING CONCRETE SHALL BE 1 1 — — — REMOVED_ �t _ _ �'PK o--_—__-- EXISTIPIG MAIL BOXES SHALL BE RELOCATED PER FOOT PLANS INDEX 110-20D TREE SAVE ,I: scl UTILITY VAULT TO REMAIN FO MARKER TO REMAIPI aar: c CONTRACTOR SHALL COORDINATE RELOCATION/PROTECTION OF EXISTING UTILITY POLE 33-21-28-0000-00-00S EXISTING DIRT DRIVE TO REMAIN CLRM INVESTMENT CO. _ T FI - -T Otii'f____._ }{y{___'•_-011'!I____ TEL TEL TEL---- EL TEL _____lEL____ EL_____TEL EL,:, E. nu< 4a� for v o THE CONTRACTOR SHALL COORDINATE RELOCATION OF EXISTING UTILITY POLE WITH [ UTILITY PROVIDER l 03 1)7/U9/21)21 SUBNET TO CITY OF C OLL,O.C. 02 0120INN SUMITTTO CITY OF OCOEE, O.C. 02 03/24/201 SUBNRTTOlSIeCID Tt 01/12/N21 SCUM {�ITT OFFSITE TO OL NGE IT, 11/16/2LR0 & 6BIRIISNIDO CITY OF 0C0FP. NO DIM D.I.M.N5z SL'BMSSIONS/ RBI S10111'S VERTICAL DAlUNE NAVD88 job so.: 16-114 DESIGNED BY: LVI DILWN BY. RS,la CHECKED BY: 6\l APPROVED BY: AIDS SCALE IN FEET: F' - 2V ProjectN.— FINAL SUBDIVISION PLANS FOR WYNWOOD PUD PHASES 1 & 2 AND MASS GRADING PLANS FOR PHASES 3 & 4 jurisdiction: OCOEE, FL Sheet Tide: MCCORMICK ROAD INTERSECTION IMPROVEMENTS - DEMOLITION PLAN Sheet No.: CS.00 Se ��®0®§tl050 @9byfl'd®gad O.aN ���1'itiYZIA 41 �s are D S iihli. �..,, 1-1 Poulos & Bennett, LLC 2602 E. Li.i.,y Sty Odundo, FL 12803 1 el-407487259i �,:p<,vin�'uvdbenvetLmm Eve. By No. 28567 i CONTRACTOR SHALL COORDINATE ',.. REPLACEMENT OF VAULT LID WITH TRAFFIC 28-21-28-0000-00-010 .; / .._. _...�.._...._.. .._.�._.. .,.. �.. ORANGE COUNTY BCC EL -_ ➢ r _ _ OHtI OHfI - GVi41 - tEL _ T{IH,I EL--- t`` rEi -- [.---' F, Ir r,t ,, CONTRACTOR SHALL COORDINATE - RELOCATION OF EXISTING UTILITY ! X.-?, POLE WITH UTILITYPROVIDER I r._ EXISTING 5' SIDEWALK ' ,3 TO BE REMOVED ., Xonl< ,,z - - - I TREES WITHIN R/W SOUTH OF ROADWAY -SHALnE"REI ----n,Pr,� j � r tl 1 1- - pn,< ioOVEDTTYP) a•F 3s •,z' TREE SAVE "tiSid�2 TREE SAVE ALL REES CLEAR IE ((( ou{tr cn rion is on, I, znb zs RIN SHALL �� � ZONE SHALL BE REMOVED >nn e n CONTRACTOR SHALL CAP AND ABANDON IN PLACE EXISTING RCP (b 10 0 20 40 SCALE IN FEET 0 LIMITS OF OVERLAY WITH SLOPE CORRECTION EXISTING TREE --wrd--- EXISTING WATERMAIN �> EXISTING POWER POLE ---TES.- EXISTING TELEPHONE LINE �Q� PROPOSED POWER POLE --ss-- EXISTING SANITARY SEWER -� EXISTING GUY WIRE ---ouw-- EXISTING OVERHEAD WIRE 19 EXISTING WELL 7_ll__11-I EXISTINGPAVEMEPIT/SIDEWALK EXISTING VAULT ------ EXISTING FENCE V EXISTING FIRE HYDRANT - —: - EXISTING FENCE O FOG EXISTING FIBER OPTIC MARKER EXISTING TREE ARV n PROPOSED ARV x 6 � .+ (n v ' 273+00 � U'/L .27 FI- 7 0 U7/02Q1 St Iff CITY OPOCOLL,O.C. IP 61/�/r Rl SLIIILr T0CFFYOF000EB,O.0 h 03/24/2.21 5UBMTTOSJRW?ID ul 01/I2J2F+zt CC,%flT OEPSITLT00R.{NGL OLMY (h! II/R/2tCT SLT,%I T OrYOPCCORP. SUBMISSIONS/RLVRSIONS VRBIICAL DAITIM: NAVD88 JOB No 16-114 DESIGNED BY: )A7 DR.VVXN By. RS, IQ, CHECKED BY: Jt11 11I ROVED BY: MEIS SCALE IN FEET: I" = 20' Pm.j r N;-,: FINAL SUBDIVISION PLANS FOR WYNWOOD PUD PHASES 1 & 2 AND MASS GRADING PLANS FOR s ' ,i .'IXISTING Sl-1 AND IN16-7 `' PHASES 3 & 4 .I SIGNS TO BE REMOVED � onu 24 ' 0. 1 zH LARGE UTILITY EXIS1lNG RCP TO BE REMOVED NSMISSIOPI U only z; TRA g 80LE TO REMAIPI cd OCOEE, FL °10 0 20 40 EXISTING FENCE TO REMAIN EXISTING SO MPH r�on<z_ �� - ry� I She Tidc t%%o,u zo SPEED LIMIT SIGN TO „ I,; SCALE N FEET ; EXISTING R/W (TVP.) „ Y McCORMICI� ROAD REMAIN (R21) op\ In 0 .z G 0 . .s XISTI IG HYDRANT � INTERSECTION ' 28-21 28 0000 00 010 °_', O 3 '• '-1 TO REMAIN _ Q --- ---- — ._—: -- — oanNGE couN Bcc -- �— — — -- -- -- — atnr LT ➢ r N' IMPROVEMENTS - y- i 3 31 REXISTING STREET I EXISTING VAULT o ., -_- EXISTING UTILITY SIGN TO REMAIN I I I TO REMAIN ; DEMOLITION PLAN O �oni<l4 /'EXISTING VAULT MARKERS TO REMAIN (D31) SAW CUT I N U { TO REMAIN �; o ./L ' l PAVEMENT ---- ,rd --wtil -vnn vre{-..-v+nl-----vr'_�{_ '•rve{-�nl-_:,n�..l.�l_-""--T r.�--__-'x'd---'mn �^ru�__;ar _ _Krn urT.--�"-A --A ____ 1'ra' -- r - r nTi -- _ -- I�A ��y�- p - .— _. . �- -�. r. - t -T1.-� -P1� i, YVM - tly , -4tt.{ �. ,'R i .1--- Y_R{ _ IA - CO.O1 Ell __ _ _- __- _ __ _ __ _ ___ _-_j __ _ __ __ _ _ _ _ _ _ _ ;U H __ _ _ __ _ _ __ _ _ - - - McCormick Road "� a S` ®® tee," NV'\'"�aSy®®ae i r7'��„*� e 274+GO 275+04 276+00 I, 277+001 __ ___ <_ _______I278 00____.____ _ _ _.._. ___ ____________2�+00- �, ,'y �bao p jaw _�- __ ____ ___,. _._ �____- -._ _ti _— —_ — _ _____ _ _ _ ~ _TEL _ _ _ — __ r -- --r .. =,r r, _rEF *fl. __rEL -==TELEoI;sr =_reL�-owrr-rEOfFeai rE�rF or{vr_rcacL ouw_r..tr€€_only r€oeL-'ou�vtsuEE__o ,. - C �. ___EE - fEL__-------- [r - __ � ix iz - Aga �^•6 J�..�fl4 ;®�°a� u - - f€Lou v �- oHE= uu)f �F4- -o+'W _ rep -'u)iv7 rg4� rESuvr Ig-rEB F.l_ _ -Ea,n, -t- , .air �,�{'ri - _ _ Euurr E➢ar'r - y n J ;�. nQ 7' y I E EXISTING 51 1 ``) '{ w EXISTING W11 02 SIGN, SOLAR BROWN "CLARCONA HORSE - r,x{ov< e i arc D Slihll T° Q ARRAY AND BEACON SHALL BE< AND W16-7 SIGNSI •.I-'vwom<la^'e 12 `rr `...®e .""'•" '� PARK" AND GREEN Ac. a, REMOVED w ROLLING HILLS ELEMENTARY' TO BE EXISTING 5' SIDEWALKTO BE REMOVED s - ' SIGN TO BE RELOCATED— �nc Ft, zeeont, ,1rnt {• I IIIIpA(' - - - - - - yyyy ,r{UpF, . '' �OA. b fi— — — _ ---- - — __— — i .r,m ,b�. mf i o TREESAVE_-_- TREESAVE -_ I _ --- --- --- ' _ ___ _ _ _ —Ni A.0 _b — - - - - - - __ — — — --- -- — �I .nwcmp ui � O a, L ��r CONTRACTOR SHALL COORDINATE a a ion --- -- ---- XISTINGS SIDEWALKTO BE REMOVED- 116 TREESAVE IS CONTRACTOR SHALL Crtrt�TT,, X.Ai S Otis% ALLTR`EEES W THIN CLEAR > o , n c ' a RELOCATION OF XIISTIV STRERDINETS ZONE.SNALL BE REMOVED RELOCATION OF EXISTING UTILITY - TREE SAVE �'nia ao rnl x, z POLE WITH UTILITYPROVIDER a> , ,o LIGHT WITH ORAPIGE OUNTYI TREESAVE VAULT TOP TO BE ADIUSTED TO BE FLUSH 'f'J to TREES WITHIN R/W TREE SAVE //j¢,� TREESAVE TREE SAVE WITH FINISHED GRADE. CONTRACTOR SHALL COORDINATE SOUTH OF ROADWAY 10' FLORIDA POWER -v _ Poulos & Bennett, LLC CONTRACTOR SHALL COORDINATE VAULTTO REMAIN RELOCATION OF EXISTING UTILITY SHALL BE REMOVED CORPORATION EASEMENT PER 26D2 I, St., C),hI,d,,, 61.32803 RELOCATION OF EXISTING UTILITY 33-21-28-0000-00-005 6 n CLRM INVESTMENT CO. POLE WITH UTILITY PROVIDER (TYP) 000K 3737, PG 1328 POLE WITH UTILITY PROVIDER Tel.4D�+n zET C I,.S s. N. 2f1567 IAI--- ,R ---W.1 w'1.{-- g ---- --------------------- -- -- ------------------------------------------------- — 7 �7 oa , o" > _ _ _ _ _ _ Xe I� Cr EXISTING RCP END - - -_ -_- - --- -- - - - - - 0 oA., io TREATMENT TO BE REMOVED ti = TREESAVE ' Eaatmo Qa >o CONTRACTOR SHALL COORDINATE a w RELOCATION OF EXISTING UTILITY a POLE WITH UTILITY PROVIDER 33-21-28-0000-00-0OB CLRM INVESTMENT CO. CONTRACTOR SHALL COORDINATE RELOCATION OF EXISTING UTILITY POLE WITH UTILITY PROVIDER ' TREE SAVE EAU Key Abp: 10 0 20 40 SCALE IN FEET F 0 LIMITS OF OVERLAY WITH SLOPE RECTION EXISTING TREE COR -rrtA-- EXISTING WATERMAIN �(� EXISTING POWER POLE EXISTING Sl-1 AND W769P' I �I ".,. SIGN TO BE RELOCATED ly!� LARGE UTILITY TRANSMISSION ---TeL-- EXISTING TELEPHONE LINE CQ) PROPOSED POWER POLE POLE TO REMAIN EXISTING S'SIDEWALKTO REMAIN LARGE UTIZTOTRANSMISSION POLETO REMAIN --ss-- EXISTING SANITARY SEWER -� EXISTING GUY WIRE BROWN "CLARCONA HORSELARGE UTILITY TRANSMISSION POLE TO REMAIN - oHl^r -- EXISTING OVERHEAD WIRE T EXISTING WELL PARK' SIGN TO REMAIN GREEN "HOME OF 34-21-28-0000-00-105 / 7 ROLLINGNTARY" NEW DESTIPIY CHRISTIAN CENTER CHURCH INC. EXISTING PAVEMENT/SIDEWALK EXISTING VAULT SIGN TOu n '�. - EXISTIPIG FENCE � EXISTIPIG FIRE HYDRANT EXISTINGFENCE o FOG EXISTING FIBER OPTIC MARKER E __ -vHvi--cnI Div- oH•I --- o1+w--- uHNanu - -oH'n ou'ro- oHv--- oitl--- Dun--onv -caw -oHN- ouw--- ouu------ouw- cnEXISTIPIG TREE j�PROPOSED ARV u?r__ __oHry_VHrI_____OHyt --OHi! - -OHt4 CI7N- 0H'il--- OH{Y____ Otl( ___OHyI ___aHN.--OHIY- OH'fl__ 0p____HI�6, -- LI`'am-OA,;- OV'r- OHiV--- OU,'I-- OF Y- _--LEL- ^ 1--- O'J c0i.lt li --TEL ._ - ... QJ FO MARKER TO REMAIN .... - UPI TEL _ __ of 07/IY//1U21 SUBMIT TO CRY OP DC(1LI�().1:. _--Y---_-,_----------------YYki--'K:,1---»!.E-----4A1 ,•: .--r--!— - 1_�ti,� -:r _ ,lIJ1_�•Ir,l - Vlrl - WtA t(rt_- rltA - tltl _ vr,l-- rB� Iln- —"rr - -car-- ,nr- _ ---,_--- ------ _ - „_,____- -- ____ _ ___ _ _ __ _ _ (> unmrroanorcxoer,u.c 3 u/ /;12I 5 McCorrmick Road a/rl1l SLBARTTOS,R„AIR 'U SUBAIl f OFFSITIi II) ORGB ' "• � I m/I /u(1 coLNn" U la u/u _ + aslnmlD .. SUB ITT TO `. J I>I. 1, )„S IC - ------ --- ---. _- ----------- ------ `----- �',� �-- NO. DATE, DI�CNmmm:CR .- 'I ____ .__-_ ___„r:. ____.____ :. _________ _____ ______c_ ________ _______._ ____-_ ._____.._ _-______. _ ___..____ _______ _________ __--.___ ___ SUBMISSIONS/REVISIONSOF I 3t, Op. .____ __: _ ____ ' 2HD+DD _____ - - _ 281+00 _ IQ 282+00 283+00 284+00 1-� YLRIICdt. D:11U\I: NAVE) 88 out NO _ 16-114 { or, 10> la n I O e DESIGNED BY: Ia am: m EXISTING S'SIDEWALK'. T.v. I ,,yyyy's,• '.(o:, In ` o. aP. •- for,. 1ao• Xo: Dlt\VW BY: ILS, KL ii 12 DA, li3> SHALL BE REMOVED onl, c - � y/�o- 1- aPl. 1d r ? X �cmv a CHECKED BY: f.'ll OAIi ra yR�P< 1G Xi— 9 (.' v' cr 1PEROl'ED BY. REDS IT: r, 0,2 dlr. is SCALE IN FELT- _ n 33-21-28-0000 00-005 y 1 CONTRACTORSHALL COORDINATE X X X TREES WITHIPI R/W SOUTH _ _ A_ --- -- T -,.� CLRM INVESTMENT CO. ProjectN— _ _ - - - - - - __. __ - - - - - __REPLACEMEPII OF YAL11llIQNLITklTRAF-FlG - - - - - - - -- - - - TijEf SAVE - - - - bFROAUWAYSH};LTBF - - - - - __ _ -,O- - - eEARIPIGLIUWITIT UTILITY PROVIDER 1 i I Lona e 11� 0,.,� 1 REMOVED ° -- n1 TREE TREE FINAL �'.n: in lollo � , - ,1 SUBDIVISION AlE illo„ w AUTREES wITwNCLEAR �T+n<11 1 Q o ZONE SHALL BE REMOVED PLANS FOR FOOD PUD a a PHASES 1 & 2 AND 33-21-28-0000-00005 MASS GRADING CLRM INVESTMENT CO. PLANS FOR PHASES 3 & 4 LARGE UTILITY TRANSMISSION LARGE UTILITY TRANSMISSION OCOE]„ hl LARGE UTILITY TRANSMISSION 34-21-28-0000-00-105 POLE TO REMAIN YTR POLE TO REMAIN 10 0 20 40 POLE TO REMAIN NEW DESTINY CHRISTIAPI CENTER CHURCH INC. 9,eet'Pide: a Eu_ 4 0P11 n, EXISTING R/W (TYP.) LARGE UTILITY TO REMAIN .-- N FEET EXISTING 6' S/W S 1 TO REMAIN MCCORNIICI� ROAD �Ir t ____ _-__O-OHYr_____pgpl____-OHpI-----01111----_OHpI HW-___ 0r1,1 _- OU ___OOR --OHPI OPOLE TO REMAIN OHII CA OH, of rl__ _0uly- ----o cHx oHI or+rl INTERSECTION OH'4 --- OHV ---OLl- 11 ---0,1 OH'fl HN- - -OHY! .. OP'I OHIN-- ` O -OHYi- ---OH1'r-- OHl'I-------011 -0H\'I -- OHl'I---OH'.'r-----OII•N-----OHIV-----ON,I----OIT' ----- OM'1----OHt'I-----0----- OHYI-----OU11----OHq----- OH\Y-----OH1'I-----OHV---- OHIf ----OHr: OHIr - 0 - { O cen- - IMPROVEMENTS a� - v DEMOLITION PLAN - ti ..._.. .....•� ,u .___ _.. __ -. _. _ ._ .. .- _. - - -- - - - - - - - i� - - Sh-IX,- y McCormick Road A cs.oz +- 1- r- EXISTING Sl 1 AND W16-9P �) POTABLE :GATE VALVE CAP IN PAVEMENT ,� a� TO REMAIN CONTRACTOR SHALL ADIUST _ Senl: C ,ml x >.- -�'-� SIGDI TO BE RELOCATED ) , 1 TO FINISHED GRADE -. ,__ __,v_ O ®V,"+®°�1 41v�� ----- ------- ------ wn--- ------- ------- ------ -------- ----------- to In o z d O a "Jz ~rya u %{ ^e EXISTING TSIDEWALK C T,r, , +� EXISTING WELL SHALL BI PROPERLY SEALED AND �`^ '`42�nres rii o ' F' A A{on< a 0"0 5 SHALL BE REMOVED - o c z^ w ABANDONEDTO SIX �6)�EET BELOW FINISHED GRADE ? ce 4 04 p`m'o PER APPLICABLE AGENC REQUIREMENTS arcDSf�h1l 4 bao'� done. a ',�on�: IS x CONTRACTOR TO COORDINATE a E a� to u, ,. 10 - _ _ 0n ` _ _ _ _---"—__- µ - -TREESAVE- .-_.-„_ - _ --.._TRE SAVE —P 2 - - on - - - IlLLTYIS.PRII �n _ �n TREE SAV U _ _ - - V 1 POLEE WITI�U IDEA -- - -- > TREE SAVE �: @? o �+ TREE SAVE�CLE- TRE�VETREESAVE ALLTREES WITHIPI IE ZONE SHALL BE U v- I,n. ,•I G* REMOVED 3421-28-0000-00-020 w " a� EXISTING FENCE TO REMAIN JEANNE E.SWEAZY >o �-1,> 33-21-28-0000-0O-00 anr, r TREES WITHIN R/W SOUTH OF o CLRM INVESTMENT CO. ( ROADWAY SHALL BE REMOVED ITYP.) EXISTING FENCE SHALL BE REMOVED Poulos &Bennett, LLC 2W2 E. Iili,gs,nv SI., OTI.0 ld0, FL 32E03 J. T407487,2594 �r paaivs�vd6�nn�,Lcnm a�I I Ev G. Bvs No. 28567 II- (b 10 0 20 40 SCALE IN FEET ®OEMB 0 LIMITS OF OVERLAY WITH SLOPET, CORRECTION • e EXISTING TREE --zne-- EXISTING WATERMAIN �� EXISTING POWER POLE --rep-- EXISTING TELEPHONE LINE �Q0 PROPOSED POWER POLE --ss-- EXISTING SANITARY SEWER -® EXISTING GUY WIRE ---owl+-- EXISTING OVERHEAD WIRE V9) EXISTING WELL EXISTING PAVEMENT/SIDEWALK EXISTING VAULT --- EXISTING FENCE EXISTING FIRE HYDRANT -�- EXISTING FENCE O FOG EXISTING FIBER OPTIC MARKER EXISTING TREE ARV � PROPOSED ARV 34 21�-28 0000 OP-095 34-21-28-0000-00-004 n/I TIFFF 1 NEW DESTINY CHRISTIAN CENTER CHURCH INC. SAWCUT EXISTING PAVEMENT j'�/:., � SAWCUT EXISTING i GAC 1B3 G EXISTING TRAIL SIGNAGE TO REMAIN EXISTING 5' S/W 34-21, 28-0000,00-012 TO REMAIN EXISTIPIGGUARDRAIL��� TO BE REMOVED u -�BEPS- MARKER TO REMAIN SIGNSNTO LOCATED TO REMOVED G U _ EXISTIN TILTY ------ 1` EXISTING CONC. DRIVEWAY is TO BE RELOCATED N G TREES WITHIN R/W SOUTH OF ! a a ROADWAY SHALL BE REMOVED (TYP) 34-21-28-0000-00-020 >- o JEANNE E. SWEAZY EXISTING FENCE a w TO REMAIN '1 END PROJECT STA. 294+44.51 SAWCUT EXISTING PAVEMENT -------------------- ----------_-------- ". 92+ 29 0 +00 295+00 ------__ EXISTING -- EXISTING UNDERGROUND m EXISTING GUARDRAIL _ `, CONCRETE DRIVEWAY SANITARY ARV TO REMAIN ------------- ID9EAEMWED--------"--------- � TO REMAIN - - - -- -- fXISTING-EXISTINGBE EXISTING 14' ASPHALT ------ RELOCATED RELOCATED BE REMOVED ALL TREES WITHIN CLEAR --"- - - - - - - - - - - - ZONE SHALL BE REMOVED SAWCUT EXISTING EXISTING 14ASPHALT TRAILPAVEMENT TRAIL TO REMAIN CONTRACTOR SHALL COORDINATE RELOCATION OF EXISTING UTILITY POLE 34-21-28-0000-00-005 WITH UTILITY PROVIDER WALTER & SUSAN ADAMS W 11711P/2121 SUBMIT TO CITY OF OCOIJ, O.f_ 12 10/20/2121 SUBMIT' CO CFTY OF OUIEF, OL U2 P/24/21I SUBMIT TO SJRWVD nI 01/12/ID21 SUOPNIITTOFISITE TO ORANGE W II/I6/2�2+1 SSIR11np O1Y 01'OCORB. NO. NAIL DLCAB910NS: SUMOSSIONS/REITSIONS VERTICAL DATUM: NAVD88 JOB NO: 16-114 DESIGNED BY: A:V DIIAR'N BY: 16, KL CHECKED BY: 1:y APPROVED BY: KIDS SMILE IN FEET: V = 20' Pmjm FL — FINAL SUBDIVISION PLANS FOR WYNWOOD PUD PHASES 1 & 2 AND MASS GRADING PLANS FOR PHASES 3 & 4 —d—on: OC OEE, FL S1 -Tide: MCCORMICK ROAD INTERSECTION IMPROVEMENTS - DEMOLITION PLAN Shcer No.: C8.03 o ,tart D Sihiil�=-8�4'e®•'- Q Poulos & Bennett, LLC 21,1)2 E Li.iu� ,n S1, 0,1—dq FL 32803 ,1. 407.487.2594 u� ��.pnvlosund6eonuLa�m Eng. B— N. 28567 lie Tl p: SEE SHEET C8.07 MAINTENANCE OFTRAFFIC DURING CONSTRUCTION PLAN (b CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING PROPER TRAFFIC MAINTENANCE AND CONTROLS IN 10 0 20 40 ACCORDANCE WITH REGULATORY STANDARDS. INHERE A TRAFFIC MAINTENANCE PLAN IS REQUIRED, THE CONTRACTOR SHALL HAVE THE PLAN PREPARED BY AN FDOT CERTIFIED DESIGNER AND SUBMITTHE PLAN SCALE IN FEET FORAPPROVAL. GENERALNOTES 1. ALL PAVEMENT MARKINGS AND STRIPING SHALL COMPLY WITH FOOT ROADWAY AND TRAFFIC DESIGN�����,��r��������I���'''yyyyyy STANDARDS, MUTCD, & LAPID DEVELOPMENT CODE. 2. ALL STRIPPING SHALL BE APPLIED BEFORE RAISED MARKERS ARE INSTALLED. 3 L MARKINGS ARE TO BE THERMOPLASTIC 4, AL SEE fDOT IPIDEX 706-001, AND 711-001. 2, 5. 6. ALLTRAFFIC CONTROLSIGNS APID PAVEMENT MARKINGSTO BE CONSTRUCTED PER THE LAND DEVELOPMENTCODEAND MUTCD STANDARDS. PRIOR TO COMMENCING CONSTRUCTION IN THE R.O.W., THE CONTRACTOR SHALL CONTACT ORANGE - 77 Ip 7. COUNTY NAD OBTAIN A ROW UTILIZATION PERMIT. A MAINTENANCE OF TRAFFIC SHALL PLAN BE SUBMITTED AT THE PRE -CONSTRUCTION CONFERENCE. R P M S SHALL BE I NSTALLED PER FOOT STAN DARD PLANS 706-001. - ;rt+ - 8. ALL DISTURBED AREAS SHALL BE SODDED. EXISTING GRADE 9, ALL UTILITY CONSTRUCTION AND MAINTENANCE SHALL BE PERFORMED WITH PROPER SHORING, BARRICADES, AND MAINTENANCE OF TRAFFIC SIGNAGE IN ACCORDANCE WITH MUTCD, OSHA LAWS TEL - EXISTING TELEPHONE LINE ADD REGULATIONS, AND FDOT HIGHWAY SAFETY PLAN. WARNING MATS SHALL BE CAST-IPI-PLACE WITH THE COLOR OF BRICK RED. --ss-- EXISTING SANITARY SEWER --_a+rv-- EXISTING OVERHEAD WIRE TELDETECTABLE 11. ALL EXISTING TREES SHALL BE REMOVED WITHIN THE RIG HT -OF -WAY SOUTH OFTHEROADWAY, FOR INIATCH EXISTING GRADE THE LIMITS OF THE PROJECT. 7 777 12. RP7 T INDEX 706-001. PROPOSED GRADE 13 ATTIHE END OF EACHSHALL BEEDAY THE R RIGHT OF WAY (INCLUDING ALLTRAVEL LANES) SHALL BE RESTORED 7-1L_IL_ _I EXISTING PAVEMENT/SIDEWALK FOR SAFE VEHICULAR TRAFFIC. NO DROP-OFF CONDITIONS SHALL REMAIN. NO MATERIALS, •--- EXISTING FENCE EQUIPMENT, ETC. SHALL BE STORED WITHIN THE RIGHT OF WAY WHILE THE WORK ZONE IS INACTIVE. 14. EXISTING UTILITY MAINS ALONG MCCORMICK ROAD SHALL BE PRO]"ECTED AND PRESERVED. �= -- EXISTING FENCE 25. TH E EXISTING GRADE OVERTHE PUBLIC WATER, RECLAIMED AND FORCEMAIN SHALL NOT BE TREE 03 E,11YV2Ddl SUBMLTTOCMI)FOCo6E,0.0 POLE RELOCATED TO EDGE OF NEW ROW BY UTILITY PROVIDER MODIFIED. 16. ALL EXISTING UTILITIES HAVE BEEN FIELD VERIFIED (VERTICALLY AND HORIZONTALLY) AT ALL POINTS OF CONNECTI0N AND ATALL AREAS OF CONFLICT WITH OCU INFRASTRUCTURE, EXISTING �) EXISTING POWER POLE 112 M/2011WI SUMffTTOCTIYLJFOCDEH,O.C. LH 13120//1 5UBMITT0SJRWEID m m11212o°I SnrBTo"'S""' E'Le"'' O1UN IT OVERLAY WITH SLOPE CORRECTION NOTES CT)-) PROPOSED POWER POLE -� EXISTING GUY WIRE 10 11/16/2110 gLs➢Ru \1DO CITY OPOCOI.F - 30. orte LJBCnll ITON5 1. CONTRACTOR SHALL PROFILE ROAD PRIOR TO ANY MILLING OPERATIONS. 2. CONTRACTOR SHALL PROVIDE I" OF MILLING AS NEEDED FOR SLOPE CORRECTION. tt, EXISTING WELL SUBMISSIONS/REVISIONS ING GRADE 3. CONTRACTOR SHALL PROVIDE I-1/4" OF RESURFACING WHERE NEEDED. 4. CONTRACTOR SHALL PROVIDE BUILDUP OR EDGE MILLING AS NECESSARY TO PROVIDE CONSIST TELL 2% CROSS SLOPE. S. CONTRACTOR SHALL BEE ER TO MILL DEPTH TRANSITION DETAIL FOR FRICTION COURSE OVERLAY ON SHEET C8.09. EXISTING VAULT EXISTING FIRE HYDRANT OFOC EXISTING FIBER OPTIC MARKER VP.RTIC:ILDATFLNI: NAVD 88 JOB NO: 16-114 DESIGNED BY: )a DRAWN BY: Rs' KL' Arty HNG GRADE ORANGE COUNTY PUBLIC WORKS NOTES g PROPOSED ARV aurneDBv: (.jl APPROVED BY: TIDS DE 1. RESTORATION OF PRIVATE DRIVEWAYS WILL REQUIRE RIGHT-OF-WAY UTILIZATION PERMITS I PICLUDI NG COO THY STAN DARD DETAILS. 2. RIGHT-OF-WAY UTILIZATION AND/OR UNDERGROUND UTILITY PERMITH) REQUIRED PRIOR TO -n,m7r SPEED- 55 1nV� PH y- ESIG�1 V Jl" DESIGN SCAI IN FEET: (" = 20' Pmiecr N:une: FINAL rL�ED CONSTRUCTION.3. MASS GRADING SHALL REQUIRE A SEPARATE PERMIT, POSTED SPEED - 50 MPH 4. ALL DRIVEWAYS AND CULVERTS AFFECTED BY THE IMPROVEMENTS SHALL BE RESTORED TO ORANGE COUNTY STANDARDS. S. ANY OBSTRUCTIOPIS WITHINTHE CLEAR ZONE SHALL BE REMOVED OR PROPERLY MITIGATED. SUBDIVISION 6" WHITE . 90 OI.K '. B TIE IT) TO EXISTING STRIPING 28-21-28-0000-00-010 "YE ORANGE COUNTY NORTHWEST WATER RECLAMATION FACILITY ORANGE COUNTY BCC 45° - 18"YELLOW SPACED AT <IO' O.C. ___ --_ -PER FDO X7 TINDE 11 001 TYP_TEL_---TEL-----TEL-----TEL- ---TEL-----TEL-----TEL ----TEL -- TEL-----TEL-----TEL-----TEI.--___IL __---T ----T_- 4!`A --'!rA- `!1 `.---TCI- tEl--- iEt ---1>L-iEl FEL-- -Y__ __ _ _ _ _ _ _ L fliS � _. TLL - - SEI- __ ... £-I----_.tc- TF r -----Rf(----RYI- RN--- RN-----R'I --R(!---RV(----F11-----IN ----P---R41--- RV'!-�---R4---R\Y-----Ell--- R------R!!- -R'N- Fr! - -- --Rll R1 RVV- -- '!l- - Lr OTT, zo 6" YELLOW McCormick) Road KC 2631+00 _ - 2641+00 eMMEM 1.5" OF FC 12.5 OVERLAY WITH SLOPE CORRECTION (NO 1 O MILLING UNLESS REQUIRED TO CORRECT THE SLOPE). O2 2.5"OF SP 12.5, O3 12" RCA BASE LBR 160. O 12" STABILIZED SUBBASE PER ORANGE COUNTY RAI RECEIVED MARCH 10,2021 4' EXIST. 12' LANE I VARIES 12' LANE S/W z LIMITS OF 1" MILL AND OVERLAY A o G- N1�iPVEU' 0.5' SHOULDER 2�6 2�6 2�6 6�5 MCC oJ-mick Road Typical Section A STA. 278+20.00 TO STA. 294+44.51 N.T.S. 60' EXISTING ROW VARIES VARIES 31 B' o EXIST. 12'LANE I VARIES 12' LANE 8' x UNPAVED LIMITS OF I" MILLANDOVERLAY UNPAVED SHOULDER G. SHOULDER 0.5' 22�6 2�6 Z% 696 2 3 TvIcCor nick Road Typical Section a STA. 262+24.07 TO STA. 278+20.00 N.T.S. 30' CLEAR ZONE 30' ROW DEDICATION 11' 3 ROADSIDE SWALE ARIES 14'TRAIL GREE SPACE(SOD 2' 1%MIN. 2_% _. 1' SWALE DEPTH SEE SHEET C8.07 30' CLEAR ZONE 30' ROW DE VARIES 11' GREEPISPACE 1%MIN. PLANS FOR WYNWOOD PUD PHASES 1 & 2 AND MASS GRADING = PLANS FOR FlFlI<,6� PHASES 3 & 4 L,11.• "1 $eM1O 15 ? J�asd,ttlOo_ EXISTING R/W (TYP.) ; n OCOEE, EL PROPOSED,EDGE OF PAVEMENT (TYP.) o L nlt0 �oaH L . 0 Sheer fide: --- �+ �, v NIcCORMICKROAD --TEt s -TEL INTERSECTION -TE[- 7EL--'-iLt---tl-- EL - -EL R(I-----R+ - -R4,-----Rr'1-----11-----R Rll---R,4-- rn IMPROVEMENTS- SIGNAGE & STRIPING ° = o PLAN Sheer No: O 267+00 y L:. : z C8.04 a - ---- - ---- 111 - -- - -- - ---- - ---- - -- -- -- - - - -- - - - -- - Se°I:®aaaaeaa3amnayo ' - - - - - _- - d___,., 11_ L11 -r II ! -..- I' I-- '�,.� �- b - 1 -L :ate--! !- Fz�-� r - rl, i _- -- �°'®�ZGNWI��'�j `9 _ L. -- °- - - - • �I- ---- � - -- 'r=- - -=1'1= - � - - _ - { � ---_ _ � � -- -- �y� T I, II�L11.-�111�LI-��'(I - _ , .___ ,T4 °' s€aH;l-=ovrrr�- � --- e..lori`O TEL-- -TEL----iEL-----iEL----- iEl-----El ----- TEL-----tEL -----TEL- -- TEL -----TEL ---TEL TEL W _ „ A o _ _ _<- -� _ _ _..._ _ J-- _ -_ -_ _..., - --__-C•�=-mil' --�' f)-.. -_n_ , J z rn t w rTl, ,1111 - o`i or=m ---___---____- _-------.__________ _____________[A -___ --- ---- _- 1' YJi].-u-e -" _ -- -m om - - ,� 30 33-21-28-0000-00-005 CLEAR ZONE maw FQ ° F w� i ry PROPOSED 5' REITER ry REPLACED CONCRETE SIDEWALK PROPOSED 12' o m DRIVEWAY CONCRETE DRIVEWAY STOP SIGN AND "L °xM _ - - ° �aas 4-6"YELLOW STRIPE �•+ w � WARNING SIGNAGE STOP BAR = r v" 33-21-28-0000-00-005 CLRM INVESTMENT CO. j o PRELIMINARY RELOCATED POLE a w • • ` ® ' LOCATION. CONTRACTOR SHALL _ COORDINATE RELOCATION OF POLES WITH UTILITY PROVIDER (TYP.) - Poulos &Bennett, LLC 2602 E. Lm.g,to SL, 0,1-dn, FL 32903 rd. 407.487259T T z\:pwlc,vnvdbevnetCc,+m F., By NJ 23567 NOTE: TYPICAL STANDARD TRAIL SECTION ON SHEET C8.07 BEGIN PROJECT STA 262+24 07 Flmury t59 M!�bcF BAool GmaavNln YRI,oN a 8duol lone �' �— 35' VAPIES ia 10 0 20 40 'T.A A "u, ' .rr rnnra rr "•' / '• t: SCALE IN FEET , EAT,TEG GPADE �° J r DESIGN SPEED = 55 MPH j POSTED SPEED = 50 MPH STREET TERAIINATION DETAIL N.T.S. A=250' PER SO MPH POSTED SPEED i° 45" 181 YELLOW SPACED D - PP ' K1 AT 40' OLC. PER FOOT `rD' °'r" `° PA °nrc ao a�on< 32 INDEX 7 1-001 (TYP) G' 6 DOUBLE YELLOW STREET'A' 9+70.00= se cTn {,, . {,{ o 0f1i ° MCCORMICK RD c 268 92 15 LEFTTURN ARROWPERFDOT PROPOSED S ED EDGE EXISTING R/W (TYP.) ORAPIGE COUNT04 BCC OF PAVEME NT `TIP _-._.._ - -, <-----i-- ---- _---"- ,, ,� ••__�,-\., _INDEX 711001(TYP)„ _. • {/! __!f ••1-- - {t1 - -- VI - 15 WN-- - -Vt{ -- ,YIA _-A__ -V:l .irl- 1"I - - -- Ar,-----VITA -- -Y(A,- VAT---- dr, _ Y111 1, I,- --- 9E!---- -- -- - - - - - -- - -- -- TO - rE� -- tE�--TFL--- 6"WHITE - -- - --- , ( r C., 1\��� J - ,-1 -RIV� '--- GN --R.! FYI- R.1F--- R'I ..__R\'I-- __R,.1 -_ C Fi Rso, ". 11 25.. 6 WHITE i- a, McCormick Rod 15' 125' I c J onvlr O • R3' I 6" DOUBLE 270+00 YELLOW N 271IH 0 ry w 272,00 'r°"`i 273+00 P� +.. 2: 269+00 _ - y .' nn' Asa a •� /-, s,+r .1 ,n:,ert t„nT arr tr t5lnni Ott assxr .-i a FAA---.: __ F••1__ FEr (T?y, �-.. yip _..__ (A{ � FE1 '- -_FA1 __ F!,1 ---F{ *-t-1 �,-P / �� .:l .I a � �- PIT Fo-_.. -F.l--_-FM- -:-R,1-_ - A -- - FM- - fll - -Ff+ __ R.1_ _ -r�, _:_ Ft! -- _ _ !---FS{_ _ F4i FA n ( Fc, Fr - �, - , _ F{J " - Oil�i. -- CENi� iCL+I=..�-rN3•h i- ''GP `_r O.a rT QW�.� _ _ 1 1 r �-_' ^J�-t �U L -_F!t _:nl-. �_.:-f?.!... ___ - -� - - - =- IE _—'Ei C.) - _�-�� — �- —� y �_- �� __ �I-"�- - �' -- - �"' -" - "• .� ` 16zr .• -" --- { 6"WHITE �� -3i 6" DOUBLE YELLOW orr>3 <asin nrF z,rnar "',n, 24" DETECTABLE WARNING PAD -- I- - �.— I I 1� 7 3 CURB& GUTTER STRAIGHT END Tl�rrI l_�I lJ ) L L - 45°-18"YELLOW SPACED AT 40'O.C. PER FDOT INDEX 711-001ITYP) TRANSITION PER FDOT INDEX 520-001 (TYP) z .. -- — - - - - — —=— — w { 1 CLEARo Ltl 0 6 ZONE`" w PRELIMINARY LOCATION OF RELOCATED UTILITY POLE (TYP) p vi °�r {"_ 24" DETECTABLE - -WARNING PAID IS STOP BAR a aw--- L R7, 1 - - _. _ - / �� - ———— — -- — —- 1 - CLRMINVESTMENT0CO STREET ILRMINATI(JN PER FDOT STANDARDS PLANS 700- ID98EE DETAIL THIS SHEET �� . , SIDEWYOKCURB -' S1-1 TYPES CPER W16-7 < AMP R ' FD071ND2X 522dh,02 G+a OAK ISO r j 28-21-28-0000-00-010 (\ & Ai _" - • ORANGE COUNTY BCC Fxc 0 0 20 40 a ei _ O—�— EXISTING R/W (TYP.) •,1 ,) G� 6:: WHITE rD) _l= ._;---;;-----x � � - '^- ---^- ---- --- �o,re w EXISIING 50 NIPH SPEED . �:� , �)mt 3 °A' 31 21 -,� _ - .._.__—. , _.. .` -""-- - .' " - EXISTING STREET SIGN �I TO REMAIN (D3-1) i II 11 SCALE IN FEET -> u, w- oe SPECIAL(MPHASIS0H1f oily _ O I CROSSWALK PER FDOT '° INDEX 711-001 J ° p d, 6 DOUBLE YELLOW PROPOSED EDGE OF PAVEMENT (TYP.) LIMIT SIGN 70 REMAIN 45° -18 YELLOW SPACED AT 40' 0 C. (R2 1) ., LEFT TURN ARROW PER FDOT . �• 'I A - INDEX 711-001 (TYP) 'I C8.04 _ C'� s "J o `�. Ca •'_ 6 WHITE I •�+- ` PER FDOT INDEX 711 001 (TYR L_TIA DOUBLE YELLOW 6 ,'___ F .5rn __ - wn - {(F�- --atA--- \rt^-----wt1- '-eo1 vu-___-v" __ -".r1- J'.--_vV-�rT!=_ _� u'a_•,v-_..--,,;mi---\;a.1w;,----ven----'_-1n.1P - --- -_ _-�,'1Ft---_ -vn__ {^rr _71 !,�\\,r+t{ - crN-' - - vn, rv'., --rnA TA- - - n,_.. a,H 00 1- " 24 DETECTABLE 'n' yr� R McCormick Road 6 DOUBLE '7, - - � w 3 � w j WARPIING MAT .r vent R51 J CCi CC Rj O,Zii .YELLOW 24 DETECTABLE WARNING MAT U U �.ar5 6 WHITE ry eA H F, ll.ss,.r 31 EL 274+00 F- 275+00 276+00 - - -SD --- - - _ - _ - - - '- �� 278+GD - -ILL --- TEL- ® ar. _'T - FN 1S -i-tA -- 1"A - 1 cn Fn{ _ _ _ _ rA. _ era- - fl{ _ _ F;{ __ Fl.1 -- FS1 --=� ^' _-iCL' EM -F.:1 - F5. -'--TE _o 5 -EL- rig r.� -_ , . - s Ft - ---FV,-- FIT- --FM ...:: F,.r- n,, - -�tr— Diz D,tL- -.. _ _ , - na - k .i I-- =1r e - =n - _ � --`_ w.=SkS r _ - c-'•-i.' _ `-x - _ - _ i;�,r, _ - a ,` t _ - _ J� — --�- 6" WHITE _ 1 6" WHITE Sll n x BBLOLATEQ, GREEN HAL5 � { .. T- •., yy� • t315° 'A` YELLOW SPACED AT 40'O.C. ° ELEMEPITARY" SIGN , PER FDOT INDEX 711-001 (TYP) _ R OCA C RCD A 250' °i- To " eo� HORSE PARK" SIGM z r. trs .na er. oar - _- - -- -- - - --__--� - - - - - - KI v¢: --- -- --- - o¢-- - - - -- - - - - - - - - _{va, _u rnQ �f 30' , F'w0 CLEAR ZONE --- I - z 4oal, IT 10'FLORIDA POWER CORPORATION ' I 4-6'YELLOW STRIPE a a � `j 4 6" YELLOW STRIPE EASEMENT PER BK 3737 PG 1328 , r A - ----------------------------------_.--------------------------._- " 33-21-28-ODDO-00-005 T. -------- ---- -------------__--------------- -------- --- ---___ CLRM INVESTMENT CO. w 3 Key Nlnp: 93 )7/IY)/b11 SUBWTT0(TT1'0F000LL,(TC Q ]T/ )/202i SUBVBTTUCIIYOFOCOEE,O,C (? 13/24/201 SLB\IITT05JM\= 0I 0I/I2/J)21 SLBIIF10FTSITETOOftCNGE DENT cLeln 1 To a1Y or uGDF1�. ITT 11/l6/2I ASI3lli\tD NO DAM DFSCNI'IICN'S. SLBNO&SIONS/RE\9SIONS VOICLICYL DaTUdt NAVD88 JOB NO: 6-114 DESIGNED BY: I:ll DICSR`N➢Y: _ 1TS,KL CHECKED BY: Al 4PPIlONIM B}'; NIDS SC;\LE IN FELT: 1° = 20' Proiea Nv FINAL SUBDIVISION PLANS FOR WYNWOOD PUD PHASES 1 & 2 AND MASS GRADING PLANS FOR PHASES 3 & 4 I°A�a;ce°Fl: OCO:EE, FL Sheet Title: McCORMICK ROAD INTERSECTION IMPROVEMENTS SIGNAGE & STRIPING PLAN Sheet No.: C8.05 e2 ®e�����ee�eaaaa�7 0 R «z w 0e cN � _�a o w - 6, ...J 05i Poulos & Bennett, LLC 2602 E. L n St , OAondo FL 32803 lal 4074872 9T n„epo�I�a,vdL�nnettmm LnA Bus. No. 28567 Ii 3 EXISTING BROWN "CLARCONA HORSE PARK" SIGN TO REMAIN ) IiAt L Ra � .H K' plll lft • 0 6"WHITE ...... U fll ® V ) 6". DOUBLE YELLOW CE q U v EXISTING GREEN "TEMPORARY -`�""`�N,1^'..^.•.-ii'A^---V't4 34-21-28-0000-00-SOS o o HOME OF ROLLING HILLS NEW DESTINY CHRISTIAN CENTER CHURCH INC. ELEMENTARY" SIGN TO e C REMAIN 'I o STREET'E' 129+70.DO- Si- T a MCCORMICK RD c 283+05.04 PROPOSED EDGE OF PAVEMENT (TYP) W16-9P EXISTING R W TYP. tt -oew-- aH:r-- aHr+ oH'r over---ornv-- ewv -- - --- -- ---- -nHu- oHv-----oHv --- owr =-eHlr -°Hw oHvr- oH,r-- '" r .,HI- oH.r oHw oev oHw oHl----off'- oeu--- eH,r- oHv ourr oe'•v orrrn off" oHPER ___ - - 'r-- _ r oHr -Hlv--�- oHw- or;r- ce-- HILIfB• p;w- B I.: C —� TFL FDOTINDEX711OO1D(TYP� -r _ _rK - .--- --- orllou . _. .....-•_-_....-..-. -.-... .__. __ .......... ... .. __.... --.._ -4'k.l--.-lAd.4--. kIA Ala. - _,J= _ 1fL1 �,t.._ _ -"t ...__ _-�'llA- ...___- ___ . Yq1___ All- - YI -19A1- 1'r1A_ _-M1IA____- McCormick Road 3 _ 25 N., N11 -. R3 I r 6" WHITE 6� 4 og -- - 24 DETECTABLE WARNING MAT � , o --- ------------------------go-- --------------------- - ----- - - - - - - - - - - - - - - ---------.._----------- \\ a 33-21-28-0000-00-005 CLRM INVESTMENT CO. \ ^ PROPOSED EDGE OF PAVEMENT (TYP.) 34-21-28-0000-00-105 `3 o"e Orin; I z w NEW DESTINY CHRISTIAN CENTER CHURCH INC. 0 onl< c EXISTING R/W (TYP.) 1, 'OHvr_____OHer___--OHYr_____ DWI ---- OHYr__-_ oiI___.._OH.4_____OHPi____-OHW___-- OHw_____ Dptr____-0.11-____-Hiv OH'N OH'rl- o`R!_____OHtq__---OHN-----oHw----- OHIY_____°H'.r____- DH'N__ _ Hpr____-DH'I___--OH1V__ ---, �-OHeI-----OHrr-----OH'il-----OH4Y--- -041l----- {t'V-----GiVY-----VHYI-----OH1Y-----OH'rl-----OHI4-----OHV'l-----OHiI---OH1Y --OIi1Y--VHIv--- -OH':1-----OH\'I-----OH1'l-----0H1`1-----OH14-----OHI'r-----OHI'-----OHI'I-----OH1V-- o; 6 WHITE -___—_ -- -- __ __ -- __- -- -_- 6'WHITE McCormick Road 125 c q s 6 DOUBLE - � � IS orr zawlT �� II �mr Aoasi. YELLOW x o II c 28S+00 286+00 287+00 nfr zsa xr - - �29II400 F i ® - 10 0 20 40 SCALE IN FEET I DESIGN SPEED = 55 MPH _ POSTED SPEED = 50 IV PH oHrr-----0-- a ai I a� ... __ .. _. ...._. ;l ai ... _.. -- _ _ _ � � ® Cn u� m/usnn2l soeilrrTocrzvorncoLe,o.c. m 4/2I/DN suellrrTo Ouoro(orP.00. 6' WHITE v U I> 113/24/2. 1I 3L6SIRT0Sf RItnID V] N 6"DOUBLE Cd C YELLOW ry w n U® III QI I ITT IT OFPSITI r00RANGE /'/b I C0(_NIT SLB\IITTOCITY OPOU EF W II/14/� gSIRR,10 \ ). BATE DF CRINRUNS. 3-r ® 234+00 6 WHITE ) S1,8MISSIONS/RC\lStONS VERTICAL DATUMi NLAVD 88 --I ' i 1 i�'� JOB NO: 16-114 DESIGNED BY: ,.11 �"'—_ _I _{�L--��; _ ��--111; --'l �^ sv DRAWN 8Y: RS, KI_ 7 ':f CIIEf KEDBY: I'M 24" STOP BAR Rl-1 , LEFT TURN ARROW PER FOOT INDEX 711001(TYP) .APPROPED BY: iVIDS 6E1'E'CfA9LE—! SCALE IN FEET: V = 20' --1N9-RNI NG MAL - ------_-__-- ----_ 1a, 210 01 1i,p P.Ra Nv FINAL SUBDIVISION PLANS FOR -- _ �— WYNWOOD PUD ' 3 CURB & GUTTER STRAIGHT END ' '! TRANSITION PER FDOT INDEX 520-001MR) PHASES I & 2AND �-- ----------------------- r 33-21-28-0000-00-005 MASS GRADING CLRM INVESTMENT CO. PUNS FOR STREET TERM INATION c PHASES 3 & 4 PER TROT STANDARDS PLANS 700-T09 SEE DETAIL THIS SHEET IunsTEclion: OCOEE, i'L 10 0 20 40 Sheet T itle: SCALE IN FEET _ MCCORMICK ROAD — --onrr----- ovW --- - -o w-----oHrr ----mrv! ---oHrr-- offer '--ofn!----oHw-----osw-----OWN - INTERSECTION - --offer-----owv----- °HI - ----oRI----- oHw-----oH'a-- o v--oew-----onw-----o vr-----°ew IMPROVEMENTS - 4S•-s8"YEILOWSPACED AT40'0.G - SIGNAGE & STRIPING PER MOT INDEX 711r0(i11TYP).___ �6"DOUBLE YELLOW _.... -_.. ._.. PIAN `- 6" WHITE BEGIN GUARD RAIL STA. 285+98±OFF: 8.38'RT J 317.5 LF W-BEAM TL-3 GUARDRAIL PER -V 5 11-3 PARALLEL TERMINAL WITH IMPACT HEAD FOOT INDEX 536-001, SHEET 4 WITH r PER EDOT INDEX 536-001 SHEET 7 POSTS @ 34"`� _- _—-- RELOCATED a S1 1 V ' � W16 9P e 30 RETAINING WALL REFER 4 CLEAR LOPIE OA4 zn TO SHEETS C810-C8.11 0 a o SIGN 34-21-28-0000-00-020 JEANNE E. SWEAZY y ,n 4 33-21-28 0000-00-005 I- z ------------------------------ -.-,-------oW ---- CLRM INVESTMENT CO. LL' -------___--tea------- ro Shea No . - - — C8.06 u 1 � Ce;J 9&,R3A068®®g88A® B ------------ m l� Gi 290+00UJ �W4� ^w -� 1 � 3G d+51+"OFF-�5 3S'RTNiRi;IN StNFiF' � 4G ANCHORAGE PER'FDOT INDEX < A 11, SHEET9 W/ FLARED END UNIT /' arc D 1U, 1­ A J RI. H Sul Poulos & Bennett, LLC 2012 I3, Lilvlgnbm St, 0,1 ndo, FL 32803 TL 9D74E7.2594 -- £ g. B„I. Nn. 28567 K"ALP: 34-21� 25-0000-OP-095 TIFF OAC 12 CIEXISTING 0 TRAIL PROPOSED EDGE OF 7 34 21 28-0000 00-012 PAVEMENT (TYP.) ORANGE COUNTY BCC EXISTING R/W (TYP.) I'--a------- CD o6 __o - ___-Till- 0H1Y------ Hu____ --I -------11 -- v; -oHly_ _ _au°; -- c.A or; o4w - V 6 WHITE IT _ te,ezrlr 6. DOUBLE YELLOW a � U n J � LT- '290,00 11-1 7, 77 7 77 1 6 WHITE " :, ese 3 > net y 4 j 1\ CLEAR ZONE RELOCATED 20' PROPOSED S1-1 CONCRETE RRFB DRIVEWAY W16-7 SIGN WITH SOLAR ARRAY 34-21-28-0000-00-020 a JEANNE E. SWEAZY A— TYPICAL' I STANDARD TRAIL SECTION SCALE !p - I' F TYPICAL GREENWAY AND TRAIL SECTIONS ORANGE COUNTY PARKS AND RECREATION (b 10 0 20 40 SCALE IN FEET DESIGN SPEED = 55 IVIPH POSTED SPEED = 50 MPH 34-21-28-0000-00-004 NEW DESTINY CHRISTIAN CENTER CHURCH LIC. �. END PROJECT SPECIAL EMPHASIS CROSSWALK PER )� STk 294+44.51 IDOL INDEX 111-001 � SlF RRFB W167 45'-18 YELLOW SPACED AT 40'O.0 1 TIE-IN TO EXISTING STRIPING SIGN PER FDOT INDEX 711-001(TYP) 1 ' WITH SOLAR ARRAY ___-_.H.. o;- - CH4; - alr--- oHu ___ol =aau aew- ----- ouvr____ -Till____--H;4__---OH1'1-----OHY'-' O14--OH4Y - QH1Y---- 0.� - CONNECTTO L70HIt ,'EXISTING PAVEMENT G<1Rwv 6 WHITE TIE-IN TO EXISTIPIG STRIPING6".DOUBLE YELLOW nrr:lnrr4tr 6" YELLOW SKIP mrzsnili 7777 '="'—' 171' 7 _ "' W ' o l TI 17 IT --------------------- 295+00 19nIAY 7,.A W 34-21-28-0000-00-005 WAITER & SUSAN ADANIS CONNECT TO EXISTING TRAIL 0 07/V)/21R1 SUBMFr TO CITY OF OCOFI, O.C. 62 ti/J/L21 SIBNIIT TO CITY OF OCOFE, U.C. 111 113/24/21,21 SU➢.LIT TO SJRDtD A C/12/21CI SUB12T OFFSITE TO ORANOB Cdl 4 IO%121 SUBMT TO CITY OF OCOEP. / ISIM NID \U. DVE DESCNPII.Ns' SUBMISSIONS/REVISIONS t ERITCALDATUM NAVD88 JOB No: 16-114 DESIGNED BY: "d DRA\N BY: RS, KL CHECKED BY: JAI 9PPRONTD BY: MDS SCUE IN FEET. I" = 20' Project Name FINAL SUBDIVISION PLANS FOR WYNWOOD PUD PHASES I & 2 AND MASS GRADING PLANS FOR PHASES 3 & 4 Jurisdiction: OCOEE, FL Sh—Tide: McCORMICK ROAD INTERSECTION IMPROVEMENTS - SIGNAGE & STRIPING PLAN C8.07 Senl�®N�YA089BA®gp as I IT, O`E ° Q p u o _ � qa arc D Sd'611� Poulos & Bennett, LLC 2G02 E. 1. 6,pton SC, Orlando, FL 3T03 Tel.'07.487.2594 �.povlovundb.aoett.com F, Bu `. N. 28567 PROPOSED EDGE OF PAVEMENT(TYP.). BEGIN PROJECT STA. 262+24.07 ; EXISTING ft/w (nP.)' r i r i TEL-- TEL G L E,:-- IEL - EL -T _-ult ru -�- � u �--•-Rr R�r- -R4- - 1.4f <� p �y p U 00 262,0 ? �7 -- L A - FII - FA1 .�-oHv- o -- _ OFF-2 TYPE 18 MES 4:150 -- STA: 261+62.37 33.21-28-0000-00-041 - OFF: 22.20 INV: 71.00 (18" RCP) E REITER \ o (D1.5" OF FC 12.5 OVERLAY WITH SLOPE CORRECTION (NO MILLING UNLESS REQUIRED TO CORRECT THE SLOPE). 0 2.5" OF SP 12.5. O 12" RCA BASE EBB 160 O12" STABILIZED SUBBASE PER ORANGE COUNTY RAI RECEIVED MARCH 10,2021 30' CLEAR ZONE 4' EXIST. 60' EXIST( r1G ROW 1 30' ROW DEDICATION 2' EEPISPACE(SOD) , VARIES VARIES MAINTENANCE OF TRAFFIC DURING CONSTRUCTION PLAN EXIST 12' LANE 1 12' LANE 12' LANE ROADSIDE 0 CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING PROPER TRAFFIC MAINTENANCE S/W 3 LIMITS OF 1" MILL AND OVERLAY 8' SWALE VARIES 14'TRAIL T o AND CONTROLS IN ACCORDANCE WITH REGULATORY STANDARDS. WHERE A TRAFFIC 0I CL NPAVEO 5' 1' S' GBEESPACE SOD MAINTENANCE PLAN IS REQUIRED, THE CONTRACTOR SHALL HAVE THE PLAN PREPARED BY 0.5' SHOULDER 2' AN FOOT CERTIFIED DESIGNER AND SUBMIT THE PLAN FOR APPROVAL. 21. 2% try 696 EXISTING GRADE -"' -"'- 1%MIN. 2% � GENERAL NOTES 1, ALL PAVEMENT MARKINGS AND STRIPING SHALL COMPLY WITH FOOT ROADWAY AND 2 } I TRAFFIC DESIGN STANDARDS, MUTCD, & LAND DEVELOPMENT CODE. 3 MATCH EXISTING GRADE 2. ALL STRIPPING SHALL BE APPLIED BEFORE RAISED MARKERS ARE INSTALLED. � cCOLI111ck Road Typical Section 4 1' SWALE DEPTH SEE SHEET 3. ALL MARKINGS 706-0RE TO 1, THERMOPLASTIC YP SEE PLAN GRADE C8.07 PROPOSED GRADE 4. SEE FOOT INDEX 706 001, AND 711 001. STA. 278+20.00 TO STA. 294+44.51 N.T.S. 5. ALL TRAFFIC CONTROL SIGNS AND PAVEMENT MARKINGS TO BE CONSTRUCTED PER THE LAND DEVELOPMENT CODE AND MUTCD STANDARDS. 6. PRIOR TO COMMENCING COPISTRUCTION IN THE R.O.W., THE CONTRACTOR SHALL CONTACT ORANGE COUNTY F AD OBTAIN A ROW UTILIZATION PERMIT. A POLE RELOCATED TO EDGE OF MAINTENANCE OF TRAFFIC SHALL PLAN BE SUBMITTED ATTHE PRE -CONSTRUCTION 30' CLEAR ZONE NEW ROW BY UTILITY PROVIDER CONFERENCE. 60' EXISTING ROW 30' ROW DEDICATION 7, RPMS SHALL BE INSTALLED PER FDOT STANDARD PLANS 706-001. VARIES VARIES 3 VARIES 8. ALL DISTURBED AREAS SHALL BE SODDED. o GREENSPACE(SOD 9. ALL UTILITY CONSTRUCTION AND MAINTENANCE SHALL BE PERFORMED WITH PROPER �� 8' 12'LANE LAN11' I3 SHORING, BARRICADES, AND MAINTENANCE OFTRAFFIC SIGNAGE IN ACCORDANCE p EXIST, 12'E 12'WNE II' ROADSIDE 14'TftAIL T O� WITH MUTCD, OSHA LAWS AN D REGUFAH 0US, AN D FDOT ITIGITWAY SAFETY PLAN. UNPAVED LIMITS OF 1" MILL AND OVERLAY NP ED SWALE 10. DETECTABLE WARNING MATS SHALL BE CAST -AN -PLACE WITH THE COLOR OF BRICK RED. SHOULDER 4 SHOULDER 5' 1' S' I 11, ALL EXISTING TREES SHALL BE REMOVED WITHIN THE RIGHT-OF-WAY SOUTH OF THE 0.5 2' ( ROADWAY, FOR THE LIMITS OF THE PROJECT. EXISTING GRADE 12. HEMS SHALL BE PLACED PER FOOT INDEX 706-001. --�- _ _ --- 1%MIN. 2% _ 13. AT THE END OF EACH DAY, THE RIGHT OF WAY (INCLUDING ALLTRAVEL LANES) SHALL ILEE BE RESTORED FOR SAFE VEHICULAR TRAFFIC, NO DROP-OFF CONDITIONS SHALL 2 T REMAIN. NO MATERIALS, EQUIPMENT, ETC. SHALL BE STORED WITHIN THE RIGHT OF 3 MATCH EXISTING GRADE `NAY WHILE THE WORK ZONE IS INACTIVE. SEE SHEET 14, EXISTING UTILITY MAINS ALONG MCCORMICK ROAD SHALL BE PROTECTED AND h1CC01'LILlCl{ Road TVplcaI Section 1' SWALE DFPTH C8.07 PRESERVED. 4 PROPOSED GRADE v STA. 262+24.07 TO STA. 278+20.00 N.T.S. SEE PLAN GRADE 15. THE EXISTING GRADE OVER THE PUBLIC WATER, RECLAIMED AND FORCENIAIN SHALL NOTE: NOT BE MODIFIED. 50 MPH POSTSPEED/55 N1PH DESIGN SPEED 16. ALL EXISTING UTILITIES HAVE BEEN FIELD VERIFIED (VERTICALLY AND HORIZONTALLY) 30' CLEAR ZONE 60' 30' CLEAR ZONE REQUIREMENT AT ALL POINTS OF CONNECTION AND AT ALL AREAS OF CONFLICT WITH OCU 60' EXISTING ROW ROW INFRASTRUCTURE. VARIES O.5' Air 3' 4' VARIES 12' 0.5' 7.5' 2.5 ARIES OVERLAY WITH SLOPE CORRECTION NOTES SOD Spp :HE SODSOD 1'( I31. CONTRACTOR SHALL PROFILE ROAD PRIOR TO ANY MILLING OPERATIONS. 8'S'0 3 2. CONTRACTOR SHALL PROVIDE 1" OF MILLING AS NEEDED FOR SLOPE CORRECTION. UNPAVED S/W 05 10 TRAIL 3. CONTRACTOR SHALLPROVIDE I-1/4"OF RESURFACING WHERE NEEDED. SHOULDER 4. CONTRACTOR SHALL PROVIDE BUILDUP OR EDGE MILLING AS NECESSARY TO PROVIDE (SOD) EXISTING GRADE CONSISTENT 2%CROSS SLOPE. 6°'o Z9'o S. CONTRACTOR SHALL REFER TO MILL DEPTH TRANSITION DETAIL FOR FRICTION COURSE w- OVERLAY ONSHEET C8.09. 696 (MATCH EXISTING GRADE EDGE OF PAVEMENT / EXISTING 30" VARIES, 4:1 MAX ` PCCP FNI VARIES, 4:1 MAX Z" NIISC, ASPHALT PAVEMENT MATCH EXISTING PER FDOT INDEX 536-001 21 MAX RETAINING WALL (DESIGNED & BREAKPOINT PERMITTED SE PARATELYBYOTI >ht Grading Detail 1 Right Grading Detail 2 (b 10 0 20 40 SCALE IN FEET I<ey amp: 3 0/0ZPI SUBNIITTO CITY OF OCOLI, O.C. I? 11211/R21 SL91\IffTO CIIYOP VCOEE,O.C._ -3/24/2i I SLBNITfTI]SfRlND 11 OI /(2/21 SLINIIT OFFSITL 7001ANGB I COHN P, 0) I/16/211 SLB\IIT TOUIY 0F000Fr. 15IR1\'\ID NO. DAM DEEITIMIO\: SUBNBSSIONS/ILLA`1SIONS VEBHCALD.17Udt NAVE,88 JOB NO: 16-114 DESIGNED BY: DRAVIN BY: 16, KI_ CHECKED BY: )"I APPRO\'TD BY: HIES SCALE IN FEET: I° = 20' Project (dune: FINAL SUBDIVISION PLANS FOR WYNWOOD PUD -" - - -- -- - - - ,,µ . MASS GRADING PLANS FOR PHASES 3 & 4 _- - o I 28-21-28-0000-00-010 - " - -OAK 113 - IunsB,rnoa - EXISTING R/W (TYP.) - - . _ _ � ORANGE COUNTY NORTHWEST WATER -RECLAMATION FACILITY , / - ORANGE COUNTY BCC OCOEE, FL i = PROPOSED EDGE OF PAVEMENT (T'iP.) p r ,- 'Yti•____ i-..1!,i--C'IA'-�._ 4IM11 ___ 141.1---- ':... _.�.�-�•- ___._. _-___-_ .. - _ - --. ___ -- _...�_ _-_ .._ :,-� � --_- - - --- _.__._..._ - --_ .. - -..-- „ -- - ! f �j U SIT ePY TI[IP: ,T- - -- �, �, " --„- -- ,rt• --NIL- 51 `.1-- 1'R:1----,1/I.1 ---\4A1 1'IIA- \'II.f--�- 1/M III ---{'rM1i-- -1,i - ,111 -YIII ',7rA 141--1'II1 W11k- TEL -- J-L - _,E+1 -iEl- til___ _tEl­"''_iEL --LEL ___ TEL -� _____tEl.- TEL_____TEL_____._ _ _ .._':'Fl_'==E! ._ _'�T.L_ _ice 3Et= ---JhL.�-�. -.�T - - __. 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FENCE TO REMAIN ( 1T 28-21 28 0000-00 010 _ ORANGE COUNTY NORTHWEST WATER RECLAMATION FACILITY ORANGE COUNTY BCC EXIST 24 DIP WNI "trzn " P v�, / - - ` - TEL \ - 100 LF DUPE DIRECTIONAL DRILL -TEL -TEL TEL 5FT&DETAIL McCORMICK ROAD CROSSING EXIST. 12" DIP R _-- TEL TEL TEL - TEL -TEL- TEL - -- TEL - -- -TEL - -TEL ',,TEL-- la - - -- TEL - --TEL TEL - -L - TEL _---TlL --TEL •- f----P/ - Ell -ftll RN R';1--- R=----Rl -FYT R q4----RTf - RVI R1'I-- R;l - -- my 4- N CO L�:251100 EXIST FM ARV — r-- — �— — — RW O- "I---�«..r- Era__ __Ell___ -nr Tr----i-'aE----- ---------- PROPOSED _PROPOSED 121 �—� �y F EXIST. S S W TO REMAIN - REDUCER -. -- - _ 4 / .EXIST-30" PCCP FORCEMAIN r r� ,/% .// /l _ �% _1/ /l///_./ll /l1 _ OHYI-----Ok 1(.=--OH'r---OHV'! OHVI---OHYI--- 0'I----OH,I-----OHYI---OHW-----ON'!---OT11-----CHW--OH'w-- OHN----�TH1T-- -OH1T---OHIr-----OH1'I -OHW-- , yr-?--- (b 10 0 20 4D NOR. 2 0 4 8 VERT SCALE IN FEET --- eER-RELEASE VALVE - t EXIST. WALLTO REMAIN / � EXISTING FIRE HYDRANT O FOC EXISTING FIBER OPTIC MARKER OW GROUND / ARV 32-21-28-4216-00-440 i32-21-28-4216-00-440 32-21-28-4216-O0-450 / 32-21-28-4216-00-002 6 PROPOSED ARV MCBEAN DALE A HOLCOMB JASON ALEXANDER PRAM VINCEPIT V KENSINGTON MANOR HOA / NOTES: 1. PROVIDE 3' MIN HORIZONTAL SEPARATION BETWEEN AND (` t/� �^y� (`1' i V or11111 4C / .. \J.J 11 ...AAA ad / STORMWATER DRAINAGE STRUCTURES. r E PER LIVED 12 20 NOTES: __ __ _ _ ___ __ R __ SURVEY, 60' EXIST. R/W . - ._ .... -- _... 1 - _ __ - i I i _- ___. 1. PROVIDE MINIMUM HORIZONTAL SEPARATION DISTANCES 1 - LEASE VALVE BETWEEN ALL WATER, REUSE, AND WASTEWATER MAINS EXISTING FENCE (T1rP) - t I __ - __ , __ ._ T _. --- - _-- AND STORM INLETS/STRUCTURES. 100 100 --- 1100 2 CONTRACTOR SHALL FIELD VERIFY ALL WATER MAIN, --_- EXIST GRADE OVER - --- All -RELEASE - -- RECLAIM MAIN AND FORCEMAIIT POINTS OF CONNECTION 100 I II CENTERLINE PER ASM ` ".. -- - _.. - --- _ ,. _- -- J FOR LOCATION, SIZE, AND PRESSURE. lNCrSURV€YI -. I 231 - I - -- t 4, WHERE INCLOSE11 AT STREET A SEE SHEET EXIST1 10 111 ILL . _-. VEMENT C5.01-C6.00. _ F,,7,0lCI[lCK RSHALL /95 95 RECEIVED 12 11/20 L95 SUPPORT UTILITY POLCS DURING CONSTRUCTION ACTIVITY. - - ._.._ __-._ ____ _. __ ____ ._ __ _ 5. HE - - ---�_- -- - ' `< - ----- - .-" ___ '- -- -- --_ _ CONTRACTOR SHALLCONTACTORANGE COUNTY. A W 16 X12_-rl---_.. _L.•°°-.-_._-_ __ ___ __...._ MAI NTENANCE OF TRAFFIC PLAN SHALL BE SUBMITTED AT -- -- ,(__ 24 EXI ING DIP WM _-` ----- REDUCER - EXIST. 12 RCW - 1 _ THE PRE -CONSTRUCTION CONFERENCE. - --PCCP-PM--� 1--- - --i -- -- --. - ___ 6. MAINTENANCE OF TRAFFIC (MOT) SHALL BE ..... ...._ /// tt __- _T _ - EXIST 30 g _ 90 " _ T 90 90 '-"' IMPLEMENTED PER fDOT INDICES 102-600, 102-601, AND 7. NO EQUIPMENT EXTEPIDING HIGHER THAN ISFTAeOVE k I - EXIST. EXISTING GRADE SHALL BE USED WITHIN POWER -� 1 -- -- -- ` I -- T - -- I --- - - B EASEMENTS.YOVERHEAD OR - IST 24 WM - 12 EXI I THE EXISTENCE AND LOCATION OF AN ... z STING.DIP RW _( 1 -- - - _. -. .... } ... .... UNDERGROUND UTILITY LINES, PIPES, OR STRUCTURES _ _ gr) 85j SHOWN ON THESE PLANS ARE OBTAINED BY A RESEARCH OF TH E AVAILABLE RECORDS THE CONTACTOR SHALL r � I 301, _ 85 - - - - TAKE ALL NECESSARY PRECAUTIONS TO AVOID DAMAGE TO SAME. THE CONTRACTOR SHALL USE EXTREME CAUTION 1 i -- WHEN WORKING NEAR OVERHEAD UTILITIES SO AS TO PROVIDE 12I Ni N. VERT. SEP r „- .... SAFELY PROTECT ALL PERSONNEL AND EQUIPMENT, AND 1,.-,1-2 I-. _. _. .._ ___ (jVNF OVER RW) V _. _. .... _._ ._. RED_C_ER EX &W OVERP OPDSED SHALL BE RESPONSIBLE FOR ALL COSTAND LIABILITY IN PROPOSED 12" PVC ..... - . _ ._._. 80 -- CONNECTION THREWIFH. 80 ---RECLAIM NIAIN(TYPJ IPROPOSEDI'PVC 80 80FM OVER RW) _--- - , 9. CONTRACTOR SHALL PROVIDE A VEGETATION ---- ._ PROPOSED MAIN 1N (TYP ) _. REPLACEMENT PLAN. I.._ 12 H 3- ELBOW PROP'pSED 16' YPDP ... __ _._ ._ .._ .. .... .. _.. ._. 12 45°BEND -- EEfAIM MAIN {TYP } I i L2 ._. .. MAIN T_ fi RECLAIM 7S (67}MIDI. RADIUS OF 75 75 _.1 75----- 3 17101)R 21 SUBIRT TO CITY OF OCOEI: O.C. IH/20/221 SUBMITTOLTI(OP OCOEE,O,C. 13124/2 1 SUBMITTOSJMI\ f) 11/12/7i I SU2111TOFFSUETODRANGE CO, 1Tory 11/16/2 T i'sBnRtio (]IY OF(AOFG 1 DATE ➢E]f]t1I'TID\5: SUBMISSIONS/111IISIOSS CRTIC41 DATUM. i ILVD 88 )B, o. 16-114 )LSIGNED BY: k1 )INKN BY: RS, KL .HECKEDBY: I'm &PROVED BY: IMDS G11} IN FEET. I" = 20' mje NTme: :INAL SUBDIVISION "LAMS FOR WYNWOOD PUD PHASES 1 & 2 AND MASS GRADING PLANS FOR PHASES 3 & 4 I G on: )C OEE, FL Sh— Tide: MCCORMICK ROAD OFFSITE UTILITY EXTENSION PLAN ` C8.20 Ee'B,S�yg8911fl EAPAO qq D 6kh6 Poulos & Bennett, LLC 2602 E. Li�ing..wn SL, Odsn4q 171, 32803 Tel. 407.4872594 w.pnulns:md6enoeU.eom E.g. B s. No. 28567 r ---OH49-----ONY,------H19----OH'H-----DH\4-----OF1V-----0u;1-----OHYI- --- BHP, - - - - -OHil- — - - - L -- „— ----' - -- --- - - - --_--- ---- i D 0 20 40 HOR 2 0 4 8 VERT / SCALE IN FEET 28=21-28-0000-00-010 e I ORANGE COUNTY NORTHWEST WATER RECLAMATI FACILITY e "E ae ' i-EXIST 24 DIP VVM - ORANGE COUNTY BCC { . l �- -� r pIRECTIONALDRILL ENTRY EXIST. R/W (7YR) 0, STA.: 257+11.68 OFF 6 1 E / -,T` G"''. ELEV-7748 i _ � .. _- x.i' ' i� t 1, �--"��rer- 4� ,v,., � r♦Ar =---,r _ - -TEL---__ r,i __ EL t-T Y _ L-_ TCL'"_-, TEL .--.'LL TEC - EL --- FI _-EL-__--TECH — iEl F'Y-. (N TEL RT Efl1/- _-Ril. .1--___=-H, ---F... L-___ ..,� — 41 R,V R"!_ -.c a— v� U ED 2 _ ;?ti 4 r' -- ��1 —�Cs L�(.�wrn ;rt,-- --tml ,.., un - •err r, -- ----- EXIST 12 DIPRW ' -- ca,.eT" J - ', ! TEL �TEC- - -TEL -- tEl.- -E- TEL --IEL iEL- TEL— 4-aT L - ILL - -TEL -TEL -- TEL- --- TEL - -LEL\ iEl- TEL - - -iEL- TEL TEL -- TEL- - - - -TEI �1_ — kYl R14- kY-----^ft4', �.--�aYl R V — — X(ST 36 PCC € P FORCEMAIN H M.q___- clf - !-F11 FIT - Fl.I____ F,T ___F.,r__—__TT,T__ __ . __FIA_�.___TI,T ___-FAf-. FIT ___ F1.1_r_-_F,,T____�� FIl._ z, _ E/b. n/ / oH_ - L----- --ore lr `O v 14 EXIST 5 S/W TO REMAIN 32-21-28-4216-00-002 KENSINGTON MANOR HOA 12" RECLAIM MAIN AT - - - - -LiT- ILI FAt-/ F.T--- yr III - -Fr /HYI/ // Gf'f1-lf if pNH. —JL �(tati if i . PROVIDE 12 MIN VERT SEP. (FM OVER RW) ��) i MC(lOr , Road I PROVIDE 12" MIN, VERT. SEP. / w i i TI --OH`N-'----OHW---_ CHY----_ONI 4/ T OH1i-----OHI/-----OH, O a T EXISTING S' S/W, RETAINING I WALL, & HAND RAIL TO REMAIN j EXIST. FENCE TO REMAIN .I-28-4216-00-000 33-21-�8-4216-06-006 KENSINGTON MANOR HOA KENSINGTON MANOR HOA 594 LF 16" HOPE DIRECTIONAL DRILL NOTES: 2 -16" x j2" REDUCERS 1. PROVIDE'L MIN HORIZONT L SEPARATIOW, f BETWEEN WATERMAIN/RE LAIMED WATERMAIN AND STORM TER DRAIPIAGE STRUCTURES. PARCEL LINE (TYP) i --I 7-30".EXISTING PCCP ------------------ 67' MIN. RADIUS OF ENTRY ANGLE SHALL NOT EXCEED 1S°; EXIT ANGLE SHALL CURVATURE A7 07/]9/21121 SOBVFr TOCITYOFOCOLT,O.C. TT 14/+Ch 21 SUB,HITTO CIIY OF 0006C, OC. 3/24/ 21 I 5L BMBT TO S]RVMD it 01/011121 ((LSD 1OFtSITE TO ORANGE i II/16/x tLBR\P)ID C1IT OP OCOFF tI. DT. DETCNIIIONS SUBMISSIONS/REAISIONS VERTICU,I)MUNE NAVD88 JOB NO.. 16-114 DESIGNED BY: JAI DfWXNBY: RS,la CHECKED BY: ).1I APPROVHD BY: MES SCM.E IN FEET: I" = 20' ProjectNJ— FINAL SUBDIVISION PLANS FOR WYNWOOD PUD PHASES 1 & 2 AND MASS GRADING PLANS FOR PHASES 3 & 4 1Hasa;en­ OCOEE, i'L sh..t fit e: MCCORMICK ROAD OFFSITE UTILITY EXTENSION PLAN Sheet No.: C8.21 S1.1"'oagA u0gay" 0d"'sd� d o Xy t�5 w u 5 a LL D Si4li Poulos & Bennett, LLC 2602 E. Li,nipt o St., OdmTdo, PC 32803 reL 4o7.437,2594 v.p, Il ,,db .. tt,m E,,, Bi- No. 28567 ,zq Map: LJ ------ ,H ow,- -L.1 ------ EHll ------ - .11, ----- 0.1 ----- ,.v, ----- 0,, ------ (D.11 ------ Lil ----- 'ILI ----- — - - - - - EHI ----- G— --1 ------ HI ----- ­i ------- 11 ------ L11 ----- ------ Ll ------ H11 --- A\N ------ ---- F ",'Is 1;11 F, 28-21-28-0000-00- I �Gl! 12 ORANGE COUNTY NOK-THWE5F WAfERORlEOCLAMATION FACILITY EXIST. 24" DIP WM ORANGE COUNTY Ecc DIRECTIONAL DRILL EXIT S�A.: 262-,96.29,QFF: 8.0'RT ELEV. 76.15. 10 0 20 40 NOR. 2 0 4 8 VERT SCALE IN FEET EXIST. R/W FEYP.) EXIST-12 DIP-RAt- TEL - - - - - TEL - - - - -TEL- 11L� — TEL - - - - - TEL - - - - - TEL - - - - - - - - T11—"-Q`LEL` TEI - --j T11 - TEL IT, TEL ',EL6 - I S-- - TEL - - - - TEL L —I, TE10-- . . . . . . 7R", - - - - - - - - - — — -- — -- - - - - - - - - My 11 PC,"W - Wil - - - - •— — — — — - - - - -- Rv, - - E, F - - - - - - l,'?— R1 - - - - - R7V - - - - - 11 To lci'—" u— — — — — — — j _ j/�_ i CZ) U 4-J FO 2 26,4+00 I -ji I T-T -71 P- — — — --- — — — — — — — 77 1 7 - 777 77, fl-11111� Ap Fl. X y, K7/� f N — — — — — — . . . . . Ana'_- . . . . . . . . UHY, QHi?- OTE, - Q� �H � -W - PROPOSED 16" RW C-- 12" G.V. 30" EXISTING PCCP FM EXIST. UTILITY POWER POLE TYP --- EXISTING FENCE FENCE (TYP.\) -EXIST. S'S/W RETAINING WALL & EXIST. FENCE TO REMAIN HAND RAIL-1-0 REMAIN 33-21-28-U0 -00-0`1 33-21\28-0000-00-005 REITER 71TER PARCEL LINE (TYR) -v McCormicoa k I -------- I ------------------------ I ------------------------- -, ----------- 4 ------------ r ----------------------------------- OF U 4� LEE , WIDE-4" THICK CONIC. S/W NOTES: 1. PROVIDE 3'IvIIN HORIZONTAL SEPARATION BETWEEN WATERMAIN/RECLAIMED,WATERMAIN AND STORMWATER DRAINAGE STRUCTURES. 13 01W12121 SUBWrT0CFTY0F0L0LL,0Li7.. )2 10)/2021 SUBi%IITT0CIri`0F0C()EE,0i­. 13/24/2L)[ SUNWTTO.IMOID COUNT SUB 11TOITSITEIR)ORAN6E Y 'I/Iqlo, "' NIT1001)(TTFOCOFF StRr, DISCJU.1L1S: SUBMSSIONS/MiTSIONIS VEMICAL DEVfU)I -NAVID 88 JOB NO.: 16-114 DESIGNED BY DRAWN BY: 1S, KI, CHECKED BY,. JAl APPRMID BY: MIDS SCALE IN FEE 1. 1" = 20' P.j— IN—: FINAL SUBDIVISION PLANS FOR WYNWOOD PUD PHASES 1 & 2 AND MASS GRADING PLANS FOR PHASES 3 & 4 It,milch— OCOEE, El- Sh... Tide: MCCORMICK ROAD OFFSITE UTILITY EXTENSION PLAN Sheet C8.22 ElX k yN- �j z A- C? Sys D ;i Poulos & Bennett, LLC ST., Od.,d., FL 32803 Tel. 407 4ST2594 fi,g B— N., 28567 a 0HVI_____ONeI_____0gp1_____OH�rr_____Dqyr_____01A:7_____ogrr_____oHly_____OH'11_____OH1_____OHq,___"-OHpr__--- OHy, _____ 0HPr_____Ogpr_----OHe1_____0H11____--11___--0H,v_----OHer_____-HI_____ OHp{_____ DHp,_____ CHI__ 1 _ 10 0 20 40 FOR. 2 0 8 VERT, SCALE IN FEET NOTES 1. PROVIDE DE 3' MIN HORIZONTAL SEPARATION EEN WATERNIAIN/RECfAIMC WATE$MAIN a'� 03 n7/09/D21 SU➢DITTO CITY OF OCOLL, O.C. 02 IN/2D/20E1 SUBdIITTO CITY OF OCOEE, O.C. I9/24/21t21 SUBAID'TO�jRVAfD It 01/12/2021 5LB\ FESITE'1'O OR.dNGE M{ 11/I6/>1C11 "SIRW�IID CITY OF OCOF.F. :O. "'M DEMFIIOW SUBMISSIONS/101SiONS VPATIU, DATUM: NAVD88 JOB NO: 16-114 DESIGNED BY: I:11 DIWWN BY: RS, KL CHECI:ED BY' _J-. Ul APPROVED BY: AIDS SGU IN FEET: I" = 2T P,.j— Name FINAL SUBDIVISION PLANS FOR WYIVWOOD PUD PHASES 1 & 2 AND MASS GRADING PLANS FOR PHASES 3 & 4 I�>sd�edon: OCOEE,EL Sheet Tide: MCCORMICK ROAD OFFSITE UTILITY EXTENSION PLAN She.. No.: C8.23 �e'dayAy®tlAAB08898g , ' yO a���gdSd ll N J Q �n < Oe �a 1J nay, �dro,a.�o{y.��.d v�a.d..a„•„,�, yom {M1.v o(ih. dog n�d..a1 1�nd Pcv'ca.,n{Ph�.isixnve em i6z�mifM �n my topic Poulos & Bennett, LLC 2602 E Li.vigemn 5t, Od-da, FL 32903 Tel.'07.487.2594 n.puuln, �ndEcnnvll.��,m E , 13 . N. 29567 � � I 5 0 10 20 H 5 0 10 20 V 262+50.00 263+00.00 SCALE IN FEET lo0 0 - 0 -40 - 0 - 0 - 0 Q ip zo 30 40 SD 60 7°100 l00 o -50 -40 - 0 - o -To 10 ZO 30 40 50 63 70100 95 95 95 95 90- -90 90 90 85 as 85 85 _ 80 80 80 -80 75 75 75 75 70- D 70 70 65 55 65 65 60 -60 60IVAI 60 55 55 55 Ss 50 0 -50 -40 -30 - 0 -To 0 10 20 30 40 50 60 O50 50 0 -50 -40 - 0 - 0 - 0 10 20 30 4'0 50 60 y050 I r 263+50.00 264+00.00 100 0 -50 -40 -,50 - 0 - 0 10 0 30 40 50 60 7°100 100 0 -50 -40 —j0 - 0 -To p 10 z° 30 40 5,0 60 70100 J 95 95 95 95 90 90 90 90 85 65 85 85 80 80 80 80--------- ---- 75 75 75 _ _ 75 70 -70 70 -70 . 65 65 65 65 60 60 60 60 55 55 55 55 0 - 0 0 1 20 30 40 50 60 A) 50 50 -0 - 0 -d0 - 0 - To--- 0 10 20 30 40 50 60 7050 264+50.00 265+00.00 0 -50 -40 - 0 - 0 - 0 10 z0 3p 40 50 60 70 0 - 0 -40 - 0 - o -10 0 tp z° 30 40 S,D 60 70 100 -I00 100 -100 95 95 95ROW—_95 90 90 90 90 85 85 85 85 w �t 80 80 80 80 — �7_ --------- 4:1 ------------ 5 5 75 arc 0- 70 70 70 65 65 65mp 65 60 60 60 60 55 55 55 5 I 50 0 — 0 -40 -30 — 0 — 0 10 20 30 40 50 60 O50 50 0 — 0 —40 — 0 -20 —ho 70 20 30 40 50 fi0 O50 3 � 60' EXISTING ROW I 24't EXISTING PAVEMENT - j ------ MATCH EX STING GRADE 2.00% --- -- ---- -- --- ------ ---- - PGL EXISTING � I EXISn G GRADE PER EX 12 RW EX157/NG PA ENT PROPOSED Y & PHIS-SfiRVEY I OVERLAY WlTH�SLOPf I COR_- ExisnNc 30" FM 3 3 60' EXISTING ROW 24't EXISTING m ^ PAVEMENT -ee hIATCH E IS77NC GRADE _ 2 03 ____ __ _ ___ ___ _ __ ____ _ ______ __ i PGL EXISTIN { GRADE PER E "ISTINC EXISTING 12" RIV XIS77NG PAVEM1 ENT TOPOGRAPHIC SURVEY „ Y OVERLAY WITH SLOPE I f CORRECTION � EXISTlNC - 30" FM 3 3 60' EXISTING ROW 3 3 I 60' EXIS LNG ROW 24't EXISTING (m _______ PAVEMENT Q e ATCN EXISTING — ____ GRADE _ _____ ______ __________ PGL _EXtSfi7NU'-�EPokDE-P - EX TING X/S7/NG 12" RW E�'1S77NG PAVEME T BOUNDAkY TOPOCR,�PHIC & — SURVEY u.._ li VERCAY WITH LOPE 3 60� EXISTING ROW 24't EXISTING PAVEMENT - - _ ;z., MATCH E ISDNG GRADE - _ __i _ -- E_ ___ 41 - - ----- ---- ------- ---- PGL EXISTING (GRADE PER BOUNOAR & EXISTING CSURVEY_._ ISTINC 12" RW XISTING PAVEh ENT OVERLAY VYIDi CORR SCOPE CTION EXISTlNC 30 "' Fh/ 60' EXISTING i 24't EXISTING PAVEMENT n _� M1lATC EXlS11NG GRADE a a o EXISTIN ROUND, GRADE PER & G ICSVRYfY_..__ EXISDNC EXlS77NG PAVE TENT I 12� RW I II OVERLAY {NlTH SLOPE J COft EC770N EXISTlNC 30" FM1I e.- NL1p: l 07/1)/ID21 6U6JOT TD CITY OPOCOtk r)C - M/bl/2)2t S[N>ITr TO CITY OF OCDEE, O.C. 03/24/20LI BUB_\ICTTO SIR\(_,VN I UI/W2a21 COL N�IY FlSPCE'ID OR1.hGE II/IG/?bq1 gS6RRNp C11Y UFOCOFP. suuwssloNs/newsloNS !NJtTIG4L D9'LUVh NAVD 88 ou No.: IG-t 14 )[SIGNED 6Y: J:11 )IL{lPN BY: RS, IiL 'NEf,KED BY: JAI \PPRO\'ED 6Y: 1\IDS ;aae 1N rEvr: 'rolecr Name: FINAL SUBDIVISION PLANS FOR WYlVVU00D PUD PHASES 1 & 2 AND MASS GRADING PLANS FOR PHASES 3 & 4 luusdicrion: iheer Title: ViCCORMICK ROAD INTERSECTION [MPROVENIENTS CROSS SECTIONS Sheer Na.: C8.30 Su1I:®®®®9fida@dOyF, �� — o s�nn Poulos &Bennett, LLC zaoz t:, t�d��gsma St., oao„d., FL szeos Tel. J07.487.2594 �a-,p�vin�'undbenvelLcvm t. rax�.�.'v�. zfi547 F 5 0 10 20 H 5 0 10 20 V 265+50.00 266+00.00 SCALE IN FEET r 10 0 30 40 50 6,0 50 - 0 -40 -3Q - 0 -10 Q 10 0 30 40 50 6) 70 I' 100 -too too 100 60' EXISTING 95 95 95 95 90 90 90 90 - 85 85 85 85 80 80 80 80 5\--.-TC-f- 75 75 5 70- 70 70 70 e 65 65 6565 60 60 60 60 55 55 0 -50 -40 -�0 - 0 - 0 0 10 20 30 40 50 60 O55 0 - 0 -40 -30 - 0 - 0 10 20 30 40 50 60 O55 0 0 266+50.00 267+00.00 U -' - 0 - 0 -10 -j0 -Z0 -10 t0 0 30 40 50 60 70 - 0 - 0 -40 -30 - 0 -10 ID 0 30 40 50 60 70 - 100- 100 100 00 I 95 95 95 95 96 90 90- 90 85 85 85 85 80- 80 80 80 ' 5 75 75 5 70- 70 70 70 65 65 65 -65 60 -60 60 -60 55 55 0 -50 -40 -.O - 0 - 0 10 20 30 40 50 60 7055 0 - 0 -40 -.O -20 -`10 b 10 20 30 40 50 60 O55 _ 267+50.00 268+00.00 - 0 -So -40 - 0 - D -10 Q ID O 30 4,0 50 60 70 - 0 - 0 -40 - 0 - 0 -10 1 2,0 30 4D 5,D 60 70 100 100 100 100 _ 95 95 95 95 90 90 90 90 8$ 85 85 85 80 80 80 80 arc 75 75 75 5 70 0 70 70 65 65 65 65 60WAI -60 60 60 I 55-,() 55 - 0 -40 - 0 -20 - 0 b 10 20 30 40 50 60 O55 0 - 0 -40 -.�0 -20 - 0 70 20 30 40 5'0 6'o 055 ROW 30' ROW DEDICATION 24't EXISTING PAVEMENT w e P � GRAD EXISTING i � EXISTING BOUNDA G GRADE PER Y & F EXISTING l2" RWEXISnNC30" FM 60'EXISTING PAVEMNT-____ ROW 30' ROW DEDICATION24't EXISTING -_______FM1IATCI EXISTING GEfXISnNG EXISTINGBOUNDARYSi]NG 12RWIEXISTING30" GDE PER FA/ 60' EXISTING ROW30' ROW DEDICATION24't EXISTING PAVEMENTy'MATCH PERUNDAEXIS7/NCTOPOGRAPlCSURVEYExlsnNcf2" EXISTIfG GRAEXISTINGRADE Rwi EXIS77NG 30"� Fh! 60' EXISTING ROW3D' ROW DEDICATIDN24XISTING PAVEMNT4.36%2D0TCH EXISTINGRADEEXISTING CADE PER BOUNDARYt2 3 3 3 60' EXISTING ROW 30' ROW DEDICATION 24't EXISTING PAVEMENT Wry m. 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No- 28567 5 0 10 20 IT 5 0 10 20 V 268+50.00 269+00.00 SCALE IN FEET 100 0 Q 10 ZO 30 40 50 60 7°100 106111 -60 -40 - 0 -20 -10 10 ZO 30 40 sD 60 70100 95 4 95 95 95 90 90 90- 90 EXIS77NG 85 65 85 85 80lp 80 80 80 75 75 75 75 70 70 70 70 65 55 55 65 60 60 60 60 55 55 55 55 50 0 -50 -40 -30 - 0 -10 10 20 30 40 50 60 O50 50 0 -50 -40 -30 - 0 -10 0 10 20 30 40 50 60 Y05D f 269+50.00 270+00.00 I -j0 - 0 -)0 10 0 30 40 50 60 70100 100 60 -,50 -40 - 0 - 0 -10 10 0 30 40 50 60 7°100 95 95 95 95 90 -90 90- 90 85 85 85 85 ao- ao ao 80 75 75 75 5 ------------------ 70 -70 70 -70 65 65 65 65 60 so sa so 55 55 55 -55 50- 0 - 0 -40 - 0 -20 - 0 o 1 20 30 40 50 60 7D50 5- 0 - 0 -40 - 0 - 0 -10 1D 20 30 40 50 60 O50 270+50.00 271 +00.00 100 0 D -)0 10 0 30 4,0 50 6,0 70100 100 - 0 -20 -10 Q iD 0 30 40 SD 60 70100 95 95 95 95 90 90 90 90 85 85 85 65 80 80 80 .80 75 75 75 75 arc 70 70 70 70 65 65 65 65 60 -60 60 60 d 55FAYSTINC 55 5 55 I 50 0 - 0 -40 -30 - 0 - 0 0 10 20 30 40 50 60 D50 50 50 - 0 -40 - 0 - 0 - 0 10 20 30 40 50 6D 350 1 I 60' EXISTING ROW 30' ROW DEDICATION I —24't E%ISTINC PAVEMENT M1IATCH GRADE _ _________ _ ______ 2.007. 2.00. 2.00_7._______ _________ EXlSI7NG IEI�ISUK l2" R4 ; EXISPNGGRADEPERC BOUNOARY TOPOGRA & HlC SURVEY � PROPOSED I B"" SThI 30" FM 12 3 3 60" EXISTING ROW 30' ROW DEDICATION �24't EXISTING PAVEMENT _ a -. x� DD% -- — i —ze--AurcH ExisrG12" RY/XISTlNGRADE PER EXIS7/NCBO_._EX57/ir8P06 !C—SURREY XSAN 30 "" FAT 60' EXISTING ROW 30' ROW DEDICATION 24 t EXISTING PAVEMENT 2-00% w otl� II I ATCH EXISTING GRADE EXISTING GRAD PER 24 "" Wn1 UNBAR TOPOGRAPHIC URVEY �X 30 "" FM 3 3 � 60' E%IS ING ROYI 30 ROW DEDICATION 24't EXISTING PAVEMENT sr�EEr a' _ _ ___ EXISTIN EXISflNG GRADE PER EXISTING 12" RV BOUNDARY & PROPOS D rDPOC HIC SURVEY 19" S M ——EXf371N 30'" FM 3 3 � I 60' EXISTING RDYI 30' ROW DEDICATION EXISTING PAVEMENT i I 8e I n+ArcH Ex6nNc I GRADE EXISTING' EXISTING GAGE PER 24" VYh1 -—HOUNDARK. 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No. 26567 60' EXISTING ROW 30' ROW DEDICATION 24 t EXISTING PAVEMENT 2-00% w otl� II I ATCH EXISTING GRADE EXISTING GRAD PER 24 "" Wn1 UNBAR TOPOGRAPHIC URVEY �X 30 "" FM 3 3 � 60' E%IS ING ROYI 30 ROW DEDICATION 24't EXISTING PAVEMENT sr�EEr a' _ _ ___ EXISTIN EXISflNG GRADE PER EXISTING 12" RV BOUNDARY & PROPOS D rDPOC HIC SURVEY 19" S M ——EXf371N 30'" FM 3 3 � I 60' EXISTING RDYI 30' ROW DEDICATION EXISTING PAVEMENT i I 8e I n+ArcH Ex6nNc I GRADE EXISTING' EXISTING GAGE PER 24" VYh1 -—HOUNDARK. I TOPOCRAPHC SURVEY 30" FM I 3 ! 3 3 � 60' EXISTING ROW 30' ROW DEDICATION II 24't EXISTING PAVEMENT MATCH EXISTING GRADE / EXIST7NG GRADE PER 24 "" Ylhl ���� — TOPOGRAPHIC SURVEY SURVEY XI n 6v/�»/m31 sao5lntocrrvorocoet,o.c. il1/30/2n21 SU8\fIT TU CLIY OF UCDEE, ().0 6JRVlTr�2I BUBAID'TO Sf IIIPAtD 11 UI/I?/2011 COLN710�1Tli TOOkAiJGH D II/IG/bt,�.n &58II1 [CIO CITY Of OCQEE. D. D.iTL� DFSCNIRIO\'S. 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I TOPOCRAPHC SURVEY 30" FM I 3 ! 3 3 � 60' EXISTING ROW 30' ROW DEDICATION II 24't EXISTING PAVEMENT MATCH EXISTING GRADE / EXIST7NG GRADE PER 24 "" Ylhl ���� — TOPOGRAPHIC SURVEY SURVEY XI n 6v/�»/m31 sao5lntocrrvorocoet,o.c. il1/30/2n21 SU8\fIT TU CLIY OF UCDEE, ().0 6JRVlTr�2I BUBAID'TO Sf IIIPAtD 11 UI/I?/2011 COLN710�1Tli TOOkAiJGH D II/IG/bt,�.n &58II1 [CIO CITY Of OCQEE. D. D.iTL� DFSCNIRIO\'S. SOBnDSSIONS/ItE47510NS V'PRI'IC9L D97Tld1: A:1iID 88 boa NO: 16-114 DESIGNED BY J.1] DR,11VUVi UY: ILS, KL CHtiCKED BY: J'll \PPROIT'll 6Y: \Ills saMPln rEer: P'=10' Project vame: FINAL SUBDIVISION PLANS FOR VUYNVUOOD PUD PHASES 1 & 2 AND MASS GRADING PLANS FOR PHASES 3 & 4 lunsdicdon: ocoEE, Hr_ Sheet Tldc MCCORMICK ROAD INTERSECTION IMPROVEMENTS CROSS SECTIONS Sheer No C8.32 SeaIS�Q��ana 141 a�MBy'C,eG�� '� ��Lj %� vi�W rYea n — y U a Ore ,"a Poulos &Bennett, LLC 3102 E. Li—gstnn S[., Odundo, EL 32803 7'.1. J07.487.Z5J4—,p—tnsnndb�nnc�tmm Eug. Bps. No. 26567 3 3 � I 60' EXISTING RDYI 30' ROW DEDICATION EXISTING PAVEMENT i I 8e I n+ArcH Ex6nNc I GRADE EXISTING' EXISTING GAGE PER 24" VYh1 -—HOUNDARK. I TOPOCRAPHC SURVEY 30" FM I 3 ! 3 3 � 60' EXISTING ROW 30' ROW DEDICATION II 24't EXISTING PAVEMENT MATCH EXISTING GRADE / EXIST7NG GRADE PER 24 "" Ylhl ���� — TOPOGRAPHIC SURVEY SURVEY XI n 6v/�»/m31 sao5lntocrrvorocoet,o.c. il1/30/2n21 SU8\fIT TU CLIY OF UCDEE, ().0 6JRVlTr�2I BUBAID'TO Sf IIIPAtD 11 UI/I?/2011 COLN710�1Tli TOOkAiJGH D II/IG/bt,�.n &58II1 [CIO CITY Of OCQEE. D. D.iTL� DFSCNIRIO\'S. 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SOBnDSSIONS/ItE47510NS V'PRI'IC9L D97Tld1: A:1iID 88 boa NO: 16-114 DESIGNED BY J.1] DR,11VUVi UY: ILS, KL CHtiCKED BY: J'll \PPROIT'll 6Y: \Ills saMPln rEer: P'=10' Project vame: FINAL SUBDIVISION PLANS FOR VUYNVUOOD PUD PHASES 1 & 2 AND MASS GRADING PLANS FOR PHASES 3 & 4 lunsdicdon: ocoEE, Hr_ Sheet Tldc MCCORMICK ROAD INTERSECTION IMPROVEMENTS CROSS SECTIONS Sheer No C8.32 SeaIS�Q��ana 141 a�MBy'C,eG�� '� ��Lj %� vi�W rYea n — y U a Ore ,"a Poulos &Bennett, LLC 3102 E. Li—gstnn S[., Odundo, EL 32803 7'.1. J07.487.Z5J4—,p—tnsnndb�nnc�tmm Eug. Bps. No. 26567 n 6v/�»/m31 sao5lntocrrvorocoet,o.c. il1/30/2n21 SU8\fIT TU CLIY OF UCDEE, ().0 6JRVlTr�2I BUBAID'TO Sf IIIPAtD 11 UI/I?/2011 COLN710�1Tli TOOkAiJGH D II/IG/bt,�.n &58II1 [CIO CITY Of OCQEE. D. D.iTL� DFSCNIRIO\'S. 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No. 26567 - r 5 0 10 20 N 5 0 10 20 V 271+50.00 272+00.00 SCALE IN FEET 106 0 0 -I0 10 0 30 40 50 6,0 70too I00 QO - 0 -40 - 0 -20 - 0 Q 10 20 30 40 50 60 70100 95 95 95 95 90 90 90 90 65 85 85 85 80 80 80 80 75 5 5 5 0 70 70 0 65 65 65 65 60 60 60 60 55 55 55 55 50 0 —50 -40 —50 — 0 — 0 10 20 30 40 50 60 050 50 0 — 0 —40 — 0 -'0 -10 0 10 20 30 40 50 60 050 9 — U II 272+50.00 273+00.00 I 0 30 40 50 60 70100 106 0 -,50 -40 —jO - 0 _10 Q 10 0 30 40 SD 60 7Q100 1 95 95 95 95 90 90 90 9D 85 85 85 85 80 -BO 80 -80 75 75 75 75 70 70 70 0 55 65 65 65 60 so 60 60 55 55 55 5 50 0 - 0 -40 -30 -20 - 0 io 20 30 40 50 60 050 SD 0 -50 -40 - O - 0 -10 i 20 30 40 50 60 O50 273+50.00 274+00.00 10p 0 - 0 -40 - 0 - 0 - 0 10 0 30 40 5) 60 7QI00 IDO ¢D - 0 _IO - 0 -20 -10 10 0 30 40 5D 60 7Q 100 95 95 95 95 90 -90 90 90 85 65 85 85 80 80 80 80 5 75 75 75 arc 0 0 70- 55 55 65 65 6 7 60 60 60 "60 55 55 55 55 I 50 0 —So —40 — o — 0 — 0 1'0 20 3'0 40 50 60 050 50 0 —50 —40 — 0 —'LO — 0 10 20 30 40 50 60 7050 3 3 3 60' EXISTING ROW 30' ROW DEDICATION 24'f EXISTING PAVEMENT I $m$a 0 0 �. f �+loa --rao 0 009 oo� I � --- ____ _ 1 ___ ___ ____ __ 1 -- ZLH�XLST/N9L -- EXIS77NC EXISTING C DE PER 24" VVM � TOPOGRAPHIC SURVEY LEXLSTJNG-- JD" FM I 60' EXIS ING ROW 3D ROW DEDICATION EXISTING PAVEMENT -----------24'f n --------- -- — — - -- __ XISTING GRAD - 9UNDARY--&— PER __..._ M1IATCH EXI ZINC DE 24" WM i OPOGRAPHIC SURVEY J " FAl 60' EXISTING ROW 30' ROW DEDICATION�„�V III PAVEMENT rm n� sa '�,- a= r o alloN EXISTIN GRADE PER IIIATCH EXISTIN GRADE a�a I 24" Wh TDPDG PHIC SURVEY LST�/G_____._.. _ 3 � 3 fi0' EXISTING ROY( ( 30' ROW DEDICATION — 24't EXISTING PAVEMENT I _ -- tsnNr 24" WM L�IG I T UNDARY & PDGRAPHIC S(��VEY hIATCH EXISTI C GRADE — 3 3 60' EXISTING ROW 30' ROW DEDICATIDN ------ - -- rF 24't EXISTING PAVEMENT - — 0 0 0 lSZ[NG_ �XISTINC GRAD D_U.NIIA PER A-TCH-EXiSii( G'-SR4DE-- �- 24" WM OPOCRAPHIC J " FM 3 ; 3 60' EXISTING ROVY 30' ROW DEDICATION 6 U7/Wl68EI SW\ITf TO CCf1'OP OCOF:E, O.C. lu/26/x171 sueam'TuorrorocoEE,uc 03/29/70?I SUD\[IT TO ]igTID I p(/1?J?871 SV➢\QT OFFSITF T000.}NGfl mtrvn U II/IL/81a) & SRBR]ID CITY UPOCOFfi O. 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No 28567 5 0 10 20 H 5 0 10 20 v 274+50.00 275+00.00 SCALE IN FEET 700 0 — 0 —40 —j0 — 0 —)0 0 10 2 0 30 40 s0 60 70100 100 0 — o —40 — 0 — o —10 10 210 30 40 50 60 7Q100 95 95 95 95 90- 90 90 90 85 85 85 85 _ NG 80 BO 80 80 75 5 75 5 70 70 70 70 65 65 65 65 60 60 60 60 55 55 55 55 5— 0 —50 —40 —30 — 0 —10 10 20 30 40 50 60 O50 50 0 —50 —40 — 0 —20 — 0 10 20 3b 4o 50 60 050 275+50.00 276+00.00 100 0 — 0 —40 —,TO — 0 — 0 10 0 30 40 50 60 70100 100- 0 —,50 —40 — 0 — 0 — 0 10 0 30 40 50 60 70100 95 95 95 95 90- 90 90- 90 85 85 85 85 Iq 80- B0 80 -SD 75 -]5 75 75 70 70 70 70 65 65 65 65 60 60 60 60 55 55 55 ---- 1-50GRADE —30EXISTINGDR,TOPOGRAPHIC TOPOGRAPHICSTYDEDICATIONEXISTING 2 WM 30" FM1� 60' EXISTING ROW 30' ROW DEDICATION hfATCN E 24't EXISTING PAVEMENT r e _w 03 U7/09/2U21 JUD)IIT TO CITY OPOCtII!f:,4G n] n4lz6laual sueatrrTonrro9om�,o.c ei/2a/?xr21 SLBMIT TO SfR\F'\(D II 01/{s/7LQ7 SUB 1(aT OFT'SITETU ORhNGE colmRn� wa a/lelaeo ti°nuTlprnYorocoer. eo. oerE Drscantons. 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(Q (13/24/2,2t SLIBMITT0�1RUM (4/12/2IR RIBMIT QFFATE TO ORANGE COUN IT 11 111161211210 5 LSBI C I TY 0 F 0 C 0 F F. U DAM DESOUTTIONS SUBMISSIONS/R[',� ISIONS VERTICAL DATUM; Ni�111) 88 L 0' "0 16-114 111IGNED BY: )AI Dit. kWIN BY its, vi, CHECKED BY: Lu— APPROVED BY: MIDS SCALE INFECT: I` = 10 P,.I,,, N;-,: FINAL SUBDIVISION PLANS FOR WYNWOODPUD P14ASES 1 & 2 AND MASS GRADING PLANS FOR P14ASES 3 & 4 0(:OEE, P'L MCCORMICK ROAD INTERSECTION IMPROVEMENTS CROSS SECTIONS Sh­ C8.36 6,< u $ D S I Poulos & Bennett, LLC 2602 E Li,mg,­ St, Oh.d., FLINI3 Td.4074872,94 E,g, 11,­,N� 29567 03 07/0/2021 SUBMITTOCTIFYOF00011,0E 1)' 1120,21)11 SUBMFrT0CM0F000IEr,,OC. (Q (13/24/2,2t SLIBMITT0�1RUM (4/12/2IR RIBMIT QFFATE TO ORANGE COUN IT 11 111161211210 5 LSBI C I TY 0 F 0 C 0 F F. 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Lm.p( St, Od-d., fil, ',2803 I'l. �07 487,2594 ­p­b, ... db­­,­, r., 5- N., 28567 5 0 10 20 H 5 0 10 20 V 289+50.00 290+00.00 SCALE IN FEET lid- 30 -�O 0 -10 l'o 2D 3) 4,0 D 60 110 116-- 1-0 0 -20 z 1 0 3) 4�O 5) 110 —60' EXIS ING ROW 60' EXIS ING ROW Too- 100 100 1 F- 100 24' EXISTING P EMENT —24'± EXISIING PAVEMENT 95 95 95 1 1 -7 1 95 90 --90 90--- ff 90 UAR H E-XIS77NG 200% Ef , 2.0 % GRAI E ------------ ------- --------------- 2M% oG% ------------ --------- --- ----- 65 85 85 85 ------- -- - - — - ---------- ------------------------------------- 80 - ED BO ED 75 EXISTING OE PER —lp,-,- 0 . 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M—Ap,� �RG) gl,� ut E.�ffl 2, lAmWn upud—tbub, b.1 be by Ill. ,, xUv,g,,t­W—,,L All u—t=f1b, M.Wd.1 bull Mpi,u,b 1b WId' bultudA b,t,h,1l be 'ubj- . Me .1nmin �obub.n� .� W NO by ffi. E.M. 4. E.Mll.d1b ., fth—xin, bud,uullp.l-5HT.T-lf.(3 Z s_ ""' "hall publuxud ib 6' If. —A.ob, bd th—pbly ellfd. 0, Wh— .� 11. —l. .—ug —B), n—. du- bull I.Iul .111 ,b "" .—t oub i. liud—b- bw., �,b 0WI bu 7. '., open Cut - RWd P,,,,,,t R,pl—bblut (Pee .� 8,1d,) f,, U PWO02 opun Cut MUW Ru,1-- —L DETAIL CITY OF OCOEE NO. CONSTRUCTION DETAILS Moot O"n Cbt - Flexible Pavement Repl—ment 'P DATE: Feb. 2016 SCALE: N. R..,W.y L ... bt (D Ddf—y: pp—h bd ld—lk T Thkk - Id � 3.000 pl @ 28 d,y,, 6- . I Mb, —1, @ Slbb—k: 4'Tb1,k-fe=3,M0p,i@26d,� ndMI d�plh tbxufdubvby.l—d(I'ftffi.1ul—, ,pb,,,g ,pe0 Mdffi f,idmWk) Apub.,,h T—ill.; FW1r 3. - Club mull b. d.,,d If b.t —.tu .u,b ulb.11 bill d.pW ..u,h ,n, X—f— —1, bud d ,fib, ... y f.r b—unbbl. — =rmd,n �� un� 1, V-1, b, h... 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N­,: FINAL SUBDIVISION PLANS FOR WYNWOODPUD PHASES 1 & 2 AND MASS GRADING PLANS FOR PHASES 3 & 4 ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL APPENDIX A STANDARD DRAWINGS GENERAL DATE: F.b..,y 11, 2011 BEDDING AND TRENCHING - TYPE A FIGUREA101 TRENCHWIDTH VARIES /-FINISHED GRADE W1 SIZE OF PIPE �Kl at Z z 5EE7N,OTE 4 com FILL 12' (TYP �/V� INITIAL BACKFILL z SELECTCOMMON FILL HAUNCHING w BEDDING MATERIAL-;7-' w 0 BEDDIN 0 (SEE N TES 7 & 8) UNDISTURBED EARTH NOTES: 1, INITIAL BACKFILL: SELECT COMMON FILL COMPACTED TO 95% (98% UNDER PAVEMENT) OF THE MAXIMUM DENSITY AS PER AASHTO T-180. 2. TRENCH BACKF�LL: COMMON FILL COMPACTED TO 95% (98% UNDER PAVEMENT) OF THE MAXIMUM DENS TY AS PER AASHTO T-180. 3. TYPE A BEDDING MATERIAL SHALL CONFORM TO FOOT NO, 57 AGGREGATE. 4. 15" MAX. (12- MIN.) FOR PIPE DIAMETER LESS THAN 24�' AND 24' MAX (12- MIN) FOR PIPE DIAMETER 24" AND LARGER, 5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. 6. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF THE FLOW. 7. BEDDING DEPTH SHALL BE 4* MINIMUM FOR PIPE DIAMETER UP TO 12'AND 6"MINIMUM FOR PIPE DIAMETER 16'AND LARGER. 8. DEPTH FOR REMOVAL OF UNSUITABLE MATERIAL SHALL GOVERN DEPTH OF BEDDING ROCK BELOW THE PIPE. UTILITIES SHALL DETERMINE IN THE FIELD REQUIRED REMOVAL OF UNSUITABLE MATERIAL TO REACH SUITABLE FOUNDATION, 9. FINAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMPLIANCE WITH ALL APPLICABLE REGULATIONS OF GOVERNING AGENCIES. SURFACE RESTORATION WITHIN ORANGE COUNTY RIGHT-OF-WAY SHALL COMPLY WITH REQUIREMENTS OF RfW UTILIZATION REGULATIONS AND ROAD CONSTRUCTION SPECIFICATIONS. ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL DATE: Febwary I I � 2011 RESTRAINED PIPE TABLE FIGURE A104-1 WATER AND RECLAIMED WATER MAINS MINIMUM LENGTH (FT) TO BE RESTRAINED ON EACH SIDE OF FirrING(S) TYPE PIPE SIZE PVC I DIP 4' 6" 8" 10" 12" 16' 20* 24" 30" 36" 90' BEND 25 36 46 55 64 65 77 89 105 120 45' BEND 10 16 19 23 26 27 32 37 44 50 22-1/2* BEND 5 8 9 11 13 13 15 18 21 24 11-1/4' BEND 3 4 5 6 8 7 8 9 10 12 PLUG OR BRANCH OF TEE 53 7 97 1 I 117 1135 1381166 VALVE 27 38 1 49 1 59 1 68 69 1 83 VARIES BY SIZE; TO BE DETERMINED BY THE DESIGN ENGINEER. NOTES: I ' FrrrINGS SHALL HAVE RESTRAINED JOINTS UNLESS OTHERWISE INDICATED. 2. INSTALL FULL LENGTH JOINTS WITH TOTAL LENGTH EQUAL TO OR GREATER THAN LENGTH SHOWN IN THE TABLE. 3. WHERE TWO OR MORE FITTINGS ARE IN SERIES, SELECT FITTING RESTRAINT LENGTH THAT YIELDS THE LONGEST RESTRAINT DISTANCE. 4. ALL INLINE VALVES S HALL BE RESTRAINED. 5. WHEREINTERNAL RESTRAINED JOINTS ARE USED, THE ENTIRE BELL SHALL BE PAINTE RED . 6. LENGTHS SHOWN IN THE TABLE WERE CALCULATED IN ACCORDANCE WITH PROCEDURES OUTLINED IN'THRUST RESTRAINT DESIGN FOR DUCTILE IRON PIPE" GUIDELINES PUBLISHED BY DIPRA, USING THE ASSUMPTIONS SHOWN BELOW; WORKING PRESSURE: 150 PSI SOIL DESIGNATION: SM (SAND SILT) LAYING CONDITIONS: 3 DEPTH OF COVER: 3 FT SAFETY FACTOR: 1.5 CONVERSION FACTOR FOR PVC PIPE: 1.25 THE DESIGN ENGINEER SHALL INCREASE THE VALUES IN THE TABLE AS WARRANTED BY SITE -SPECIFIC SOIL DESIGNATIONS, LAYING CONDITIONS, PIPE MATERIAL, ETC, FOR DIP ENCASED IN POLYETHYLENE, INCREASE THE GIVEN VALUE BY A FACTOR OF 1.25. ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL APPENDIXA STANDARD DRAWINGS GENERAL DATE: Febwary 11, 2011 BEDDING AND TRENCHING - TYPE B FIGURE A102 TRENCH WIDTH VARIES --FINISHED GRADE W1 SIZE OF PIPE . . . . . . . . . . w < �dE NOTE 4--', z w COMMON FILL TT (TY INITIAL w BACKFI LL SELECT COMMON 4 z w FILL "d HAUMCHING N w UNDISTURBED EARTH k (SEE NOTE 3) NOTES: 1. INITIAL BACKFILL AND HAUNCHING: SELECT COMMON FILL COMPACTED TO 95% (98% UNDER PAVEMENT) OF THE MAXIMUM DENSITY AS PER AASHTO T-180. 2. TRENCH BACKFILL: COMMON FILL COMPACTED TO 95% (98% UNDER PAVEMENT) OF THE MMMUM DENSITY AS PER AASHTO T-180. 3. PIPE BEDDING UTILIZING SELECT COMMON FILL OR BEDDING ROCK IN ACCORDANCE WITH TYPE A BEDDING AND TRENCHING DETAIL MAYBE REQUIRED AS DIRECTED BY UTILITIES. 4. IT MAX. (12' MIN.) FOR PIPE DIAMETER LESS THAN 24- AND 24" MAX (12- MIN) FOR PIPE DIAMETER 24"AND LARGER. 5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. 6. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF THE FLOW. 7. FINAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMPLIANCE WITH ALL APPLICABLE REGULATIONS OF GOVERNING AGENCIES. SURFACE RESTORATION WITHIN ORANGE COUNTY RIGHT-OF-WAY SHALL COMPLY WITH REQUIREMENTS OF RIGHT-OF-WAY UTILIZATION REGULATIONS AND ROAD CONSTRUCTION SPECIFICATIONS. 03 07/09/21121 SUBMIT TO CITY OF OCOI_I� O.C. 02 01/20/2021 SUB9IT TO CITY OF OCOEE, O.C, 02 113/24/201 SUBMIT TO �JRTNID 0I (Ill 121' X12 I SUB 0T01FSUTT00ILkNGE COUNTY t6/21 211 S ,�"BjjK�IT"JTDOCITY )FOCOFF, ,N'O, DAT� DLSCM?UUN5 SUBASSIONS/RD ISIONS �'LRTILAL DNIUM: NAVD 88 JOB NO: 16-114 DESIGNED BY. )Al DILYWN BY: RS, KL CIIECKFDBY: j2YI APPRO%TIDBY: MDS SCALF IN FEET-. N.T.S. ORANGE CO NTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL APPENDIXA STANDARD DRAWINGS GENERAL DATE: February 11, 2011 RESTRAINED PIPE TABLE FIGURE A104-2 WASTEWATER FORCE MAINS MINIMUM LENGTH (FT) TO BE RESTRAINED ON EACH SIDE OF FITTING(S) ORANGE CO NTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL APPENDIXA STANDARD DRAWINGS GENERAL DATE: February 11, 2011 RESTRAINED PIPE TABLE FIGURE A104-2 WASTEWATER FORCE MAINS MINIMUM LENGTH (FT) TO BE RESTRAINED ON EACH SIDE OF FITTING(S) TYPE PVC PIPE SIZE 4" 10" i 12" 16" 20" 24' 30" 36" 90' BEND 18 24 31 38 43 55 65 76 88 100 45' BEND 8 10 16"B" 13 15 18 23 26 31 38 43 22-112* BEND 4 5 6 8 9 11 13 15 18 20 11-114' BEND 2 3 4 6 6 8 9 10 11 13 PLUG OR BRANCH OF TEE 38 so 1 65 79 90 117 139 163 194 223 19 1 25 32 40 45 �ig VARIES BY SIZE: TO BE DETERMINED BY THE DESIGN ENGINEER. NOTES: 1 ' FITTINGS SHALL HAVE RESTRAINED JOINTS UNLESS OTHERWISE INDICATED. 2. INSTALL FULL LENGTH JOINTS WITH TOTAL LENGTH EQUAL TO OR GREATER THAN LENGTH SHOWN IN THE TABLE, 3. WHERETWO OR MORE FITTINGS ARE IN SERIES, SELECT FITTING RESTRAINT LENGTH THAT YIELDS THE LONGEST RESTRAINT DISTANCE. 4. ALL INLINE VALVES SHALL BE RESTRAINED. 5� WHERE INTERNAL RESTRAINED JOINTS ARE USED, THE ENTIRE BELL SHALL BE PAINTED RED. 6. LENGTHS SHOWN IN THE TABLE WERE CALCULATED IN ACCORDANCE WITH PROCEDURES OUTLINED IN "THRUST RESTRAINT DESIGN FOR DUCTILE IRON PIPE' GUIDELINES PUBLISHED BY DIPRA, USING THE ASSUMPTIONS SHOWN BELOW: WORKING PRESSURE: 10OPSI SOIL DESIGNATION: SM (SAND SILT) LAYING CONDITIONS: 3 DEPTHOFCOVER: 3FT SAFETY FACTOR: 1.6 CONVERSION FACTOR FOR PVC PIPE: 1.25 THE DESIGN ENGINEER SHALL INCREASE THE VALUES IN THE TABLE AS WARRANTED BY SITE-SPECIFIG PARAMETERS, SUCH AS SOIL DESIGNATIONS AND LAYING CONDITIONS. ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL APPENDIXA STANDARD DRAWINGS GENERAL I DATE: F.b-y 11, 2011 CANAL OR DRAINAGE DITCH CROSSING FIGURE A103 I VARIES SLA13 �g (SEE NOTE 3) 6" MISIF COVER (SEE NOTE 3) ISOLATION VALVE (SEE NOTE 6) NOTES: 1. MAIN SHALL BE INSTALLED WITH MINIMUM NUMBER OF JOINTS WITHIN THE CANAL OR DITCH, ALL JOINTS WITHIN THE CANAL OR DITCH SHALL BE RESTRAINED. 2 . CONCRETE SLA13 SHALL BE ZWIDER THAN THE PIPE O.D. 3. CONCRETE 19 REQUIRED WHEN COVER IS LESS THAN TFOR DRY CROSSINGS OR &FOR WETCROSSINGS. 4. CONCRETE SHALL BE 2500 PSI COMPRESSIVE STRENGTH. 5. ISOLATION VALVES REQUIRED ADJACENT TO CANALJDITCH FOR WET CROSSINGS. 6. AIR RELEASE VALVES ARE REQUIRED IN ACCORDANCE WITH THE MANUAL SPECIFICATIONS FOR ELEVATION CHANGES. ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL APPENDIXA STANDARD DRAWNGS GENERAL DATE: F0­y 11 FIGUREA106 FINISHED GRADE BELL RESTRAINT CASING EN 36"MIN HARNESS COVER SEAL (SEE NOTE 1) DOUBLE NUT (TYP) (SEE NOTE �� WC ER PF Do 7 (SEE NOTE 5) RESTRAINED MAX 2' JOINT PIPE OCATING WIRE STAINLESS STEEL CASING SPACER S BANDS (SEE NOTE 3) _5�, C.U.L BRICK AND MORTAR DOUBLE CASING SPACER END SEAL STEEL CASING PIPE RESTRAINEDJOINT -CASING SPACERS CARRIER PIPE (VARIES BY CASING SIZE) CARRIER PIPE NOMINAL DIAMETER 4 6 8 10 12 16 20 24 30 36 42 MINIMUM CASING OUTSIDE DIAMETER (INCHES) 16 16 18 20 24 30 36 42 48 54 60 MINIMUM CASING WALL THICKNEsR 1INCH 250-1250- 250" .250"j.250'.312" .375- .500-1.500-1,500-1.500- NOTES: 1. CASING SHALL EXTEND A MINIMUM OFTEN FEET BEYOND THE EDGE OF PAVEMENT OR MEET FOOT REQUIREMENTS, WHICHEVER IS GREATER, 2. REQUIREMENTS OF OTHER JURISDICTIONS SHALL BE MET. WHEN CONSTRUCTION IS WITHIN FOOT JURISDICTION, ADDITIONAL REQUIREMENTS OF THE"FOOT UTILITY ACCOMMODATION GUIDE"SHALL BE MET. 3. DISTANCE BETWEEN SPACERS TO BE PER MANUFACTURER'S SPECIFICATIONS, OR MAX OF 6-6, WHICHEVER IS MORE STRINGENT 4. USE OF FLOWABLr FILL IN THE ANNULAR SPACE BETWEEN THE CASING AND CARRIER PIPE IS PROHIBITED. 5. PIPE IN CASING SHALL HAVE A MECHANICAL BELL RESTRAINT HARNESS WHERE RODS ARE DOUBLE NUTTED TO PRECLUDE OVERSELLING THE JOINT DURING PUSHING CARRIER PIPE CASING. K, Nfttp: ,J.,,&,n,n: OCOEE, F1_ SI .... T�d�: ORANGE COUNTY UTILITIES STANDARD DETAILS Sh�,t N­ C9.10 Poulos & Bennett, LLC 2�2 F, Li,itp,­ St., 0,1­d, FL S2803 I'l.407487,2594 ­,­1 E,,g B­ N.�28567 ,J.,,&,n,n: OCOEE, F1_ SI .... T�d�: ORANGE COUNTY UTILITIES STANDARD DETAILS Sh�,t N­ C9.10 Poulos & Bennett, LLC 2�2 F, Li,itp,­ St., 0,1­d, FL S2803 I'l.407487,2594 ­,­1 E,,g B­ N.�28567 E:-'NI'P UTILITY PLAN D15CLAIMER 1. THIS SHEET CONTAINS STANDARD DRAWINGS AND NOTES OF THE UTILITY SERVICE PROVIDER. IT MAY CONTAIN INFORMATION THAT DIFFERS FROM THAT CONTAINED IN THE PROJECT NOTES i SPECIFICATIONS AND DETAILS SHOWN ELSEWHERE IN THE ELMS. TYPICALLY THE MORE STRINGENT REQUIREMENTS SHALL APR LY, SUBJECTTO DETERMINATION BY THE ENGINEER AND THE UTI LITY SERVICE PROVIDER. ITEMS SHOWN THAT MAY BE OUTSIDE OFTHE 01 SCI PLINE OFTHE CIVIUSITE ENGINEER ARE NOT INCLUDED IN THE ENGINEER'S C ERTI FICATION. ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL DATE: Febmary 11, 2011 GATE VALVE AND BOX FIGURE A107 WATER AND RECLAIMED WATER MAINS ET TOP OF VALVE BOX DRILL HOLE IN BOX— TO FINISHED GRADE W± k FROM TOP LOOP WIRE (SEE NOTE 4) FINISHED GRA .E� VALVE BOX PAD (SEE FIGURE At 12) COMPACTED SELECT ADJUSTABLE SCREW COMMON FILL TYPE DUCTILE IRON VALVE BOX SEE NOTE 2 ALIGNMENTRING LOCATINGWIRE RESILIENTSEAT M. J. GATE VALVE WATER MAIN — OR RECLAIMED WATER MAIN 6- FOOT #57 VALVE BOX SHALL REST ON STONE BEDDING ROCK NOT ON VALVE OR PIPE AND SHALL BE CENTERED ON OPERATING NUT NOTES: 1. PVC PIPE OR DUCTILE IRON PIPE EXTENSIONS SHALL NOT BE USED ON VALVE BOX INSTALLATION. 2, THE VALVE ACTUATING NUT SHALL BE EXTENDED TO BE WITHIN TOF FINISHED GRADE. 3. PROVIDE A PLASTIC DEBRIS SHIELD I ALIGNMENT RING WHICH INSTALLS BELOW THE VALVE ACTUATING NUT. THIS SHIELD SHALL CENTER THE RISER PIPE BOX OVER THE ACTUATING NUT AND MINIMIZE INFILTRATION. 4. LOCATING WIRE SHALL BE CONTINUOUS WITH NO SPLICES AND SHALL EXTEND 12'ABOVE TOP OF COLLAR . WIRE SHALL BE COLOR CODED TO MATCH THE UTILITY INSTALLED. 5. FORNEW CONSTRUCTION. THE VALVE BOX SHALL BE ADJUSTED TO MIDRANGE TO ALLOW FOR FUTURE BOX ADJUSTMENTS. 6. REFER TO FIGURE At 11 FOR INSTALLATIONS AT A DEPTH OF 6'OR GREATER. ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL APPENDIXA STANDARD DRAWINGS GENERAL DATE: F.bm.,y 11, 2cm ii TYPICAL VALVE BOX COVER FIGURE Al 00000000000OFF-0 000000000000000 000000000000000 0000000000000013 0000 COOL] 0000 0000 C1 cl 0 0 0000 00013 0000 0000 0"0" —TYPICALLOCKING 00000000000000 BOLT 0000000000000, 000000000000 00no RECLAIMEDWATER 0 . . . . . 0. 00 0.000.0000 0 0 OF 0 0 0 0 Q a 000 0001-- 000 000000000000 0000000000 0000000 0 0 0 0 El 0 0000 0 Pt 000000 0 0000000 a ED . 00 20 .00 20 20 20 20 20 . WASTE WATER 000 000000000 000 000 000 WATER 000 L-E- I 0 0 — DED - - 000000000000 0000000000 11 EI EJ a 0 0 13 11 0 D 0 POTABLEWATER NOTE: 1. LOCKING LIDS ARE REQUIRED ON ALL VALVE BOXES. ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL APPENDIXA STANDARD DRAWINGS GENERAL DATE: Febmary 11, 2011 BUTTERFLY VALVE AND BOX FIGURE A108 WATER AND RECLAIMED WATER MAINS LOOP WIRE (SEE 'NOTE 4) SET TOP OF VALVE BOX HOLE IN BOX IL 4R.- TOP TO FINISHED GRADE ZALVE0 P - X AD ;EE "GUREA'jZ) ADJUSTABLE SCREW TYPE DUCTILE ROW n' ��'OMIACTE. SELECT z :�COMMON FILL 2 VALVE BOX 6 BUTTERFLY VALVE LOCATING WIRE ALIGNMENTRING 6"FDOT STONE UNDISTU EARTH NOTES: 1. PVC PIPE OR DUCTILE IRON PIPE EXTENSIONS SHALL NOT BE USED ON VALVE 13OX INSTALLATION. 2. THE VALVE ACTUATING NUT SHALL BE EXTENDED TO BE WITHIN 3'OF FINISHED GRADE. 3. PROVIDE A PLASTIC DEBRIS SHIELD / ALIGNMENT RING WHICH INSTALLS BELOW THE VALVE ACTUATING NUT. THIS SHIELD SHALL CENTER THE RISER PIPE BOX OVER THE ACTUATING NUT AND MINIMIZE INFILTRATION. 4. LOCATING WIRE SHALL BE CONTINUOUS WITH NO SPLICES AND SHALL EXTEND 12"ABOVE TOP OF COLLAR. WIRE SHALL BE COLOR CODED TO MATCH THE UTILITY INSTALLED. 5. FOR NEW CONSTRUCTION, THE VALVE BOX SHALL BE ADJUSTED TO MIDRA14GE TO ALLOW FOR FUTURE BOX ADJUSTMENTS. 6. REFER TO FIGURE At I I FOR INSTALLATIONS AT A DEPTH OF WOR GREATER. ORANGE COUNTY UTILITIES STANDARDSAND CONSTRUCTION SPECIFICATIONS MANUAL APPENDIX A STANDARD DRAWINGS GENERAL DATIE.Februstyll,2011 SEALED VALVE BOX, ADJUSTABLE _ ____FIGUREAIII___ LOCKING VALVE BOLT BOX LID STANDARD VALVE BOX ALIGNMENT RINjg-- SLIDING tl ADJUSTER 7 NOTES: 1. FOR ALL MAINS 6'DEEP OR GREATER. 2. FOR MAINS 16" IN DIAMETER OR GREATER REGARDLESS OF DEPTH. ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL APPENDIXA STANDARD DRAV41NGS GENERAL DATE: Febmary 11, 2011 PLUG VALVE AND BOX FIGUREA109 WASTEWATER____ LOOP WIRE (SEE NOTE 4) SET TOP OF VALVE BOX DRILL HOLE INBOX TO FINISHED GRADE 3"" J"FROMTOP VALVE BOX PAD FINISHED GRADE:�� (SEE FIGURE A 112) ADJUSTA UESCREW mPACTED SELECT B z TYPE DU CTILE IRON COMMON FILL �i VALVE BOX PLUG VALVE LOCATING WIRE 6* FOOT 457 ALIGNMENTRING STONE UNDISTURBED EARTH NOTES: 1. PVC PIPE OR DUCTILE IRON PIPE EXTENSIONS SHALL NOT BE USED ON VALVE BOX INSTALLATION. 2. THE VALVE ACTUATING NUT SHALL BE EXPENDED TO BE WITHIN TOF FINISHED GRADE. 3. PROVIDE A PLASTIC DEBRIS SHIELD / ALIGNMENT RING WHICH INSTALLS BELOW THE VALVE ACTUATING NUT. THIS SHIELD SHALL CENTER THE RISER PIPE BOX OVER THE ACTUATING NUT AND MINIMIZE INFILTRATION. 4. LOCATING WIRE SHALL BE CONTINUOUS WITH NO SPLICES AND SHALL EXTEND 12"ABOVE TOP OF COLLAR. WIRE SHALL BE COLOR CODED TO MATCH THE UTILITY INSTALLED. 5. FOR NEW CONSTRUCTION, THE VALVE BOX SHALL BE ADJUSTED TO MIDRANGE TO ALLOW FOR FUTURE BOX ADJUSTMENTS. 6. REFER TO FIGURE Al I I FOR INSTALLATIONS AT A DEPTH OF 6'OR GREATER. ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL APPENDIXA STANDARD DRAWINGS GENERAL 24- X 24" SQUARE (ROUND OPTIONAL) CONCRETE OR POLYMER TOP FLUSH LOOPWIRE PAD TYP EACH VALVE WITH FINISHED GRADE --- ASPHALT VACLVE 1.10,X AND /—SURFACE I". ;.VF PASE 4 VALVE OX AND B 24* COVERISQUARE LOCATING FOR RECLAIMED WIRE WATER) VALVE 80 AND COVER 6'THICK 2500 PSI (TYP) (MIN) CONCRETE WITH 24�� e4 REBAR CONTINUOUS IDENTIFICATION DISC (SEE NOTE 2) OR4' THICK (SEE NOTE 1 AND POLYMER MIX MATERIAL DETAILS BELOW) INSIDE PAVEMENT OUTSIDE PAVEMENT APPROX 3" LETTERING TO BE MACHINE O.C.0 ENGRAVED WITH J"TO AFC6" MANN ACTURER AND E- CARLETTERS RWGV TYPE OF VALVE WATER UTILITY L-20 D RECTION AND NUMBER OF TJRNS 42009 0 Y- 3"MIN IDENTIFICATION DISC 3" MIN IL EXAMPLE F 2'MIN THEFT PROOF I�TANCHORPIN DISC TO BE HANGING IN THE BOX DISC TO BE EMBEDDED IN PAD ANCHORED TO THE LOCATING WIRE. OUTSIDE PAVEMENT INSIDE PAVEMENT NOTES: 1. BRONZE (OR STAINLESS STEEL) IDENTIFICATION DISC SHALL BE REQUIRED FOR ALL VALVES, EXCEPT HYDRANT VALVES. 2. IN LIEU OF PRECAST CONCRETE PAO, A 6" THICK X 24- (ROUND OR SQUARE) POURED CONCRETE PAD WITH TWO #4 REBAR AROUND PERIMETER MAY BE USED, 113 U11PID121 SUBMIT To CITY OF ()COI -I% O.C. 02 111/2110121 SUTMITTO 0170F OCOEE 0,C. (12 63/24/Mll SUBMFI"TONJRV�ID q 0111212Q1 SUBMT OFISITE TO OILUNGE COUNI-Y 1/16/21,20 ��SBI j\[�l T� 10 C I I Y 0 F 0 C 0 F F. ID �N 0 DATE DEKMKIONS SUBMISSIONS/REA Isloms- VERTICAL DXMM: NAVD 88 JOB \0: 16-114 DESIGNEDBY JAI DfWVNBY. 16, KL CHECKED BY: JAI APPRON-ED BY: MDS SCALEINFEhH N.T.S. P.j ... N— FINAL SUBDIVISION PLANS FOR WYNWOODPUD PHASES 1 & 2 AND MASS GRADING PLANS FOR PHASES 3 & 4 I—d,cn— OCOEE, FL Sh— Titl,: ORANGE COUNTY UTILITIES STANDARD DETAILS EA—, N., C9.11 Poulos & Bennett, LLC 26D2 E, Lm�s,-, St., 0,1-d., FL 32905 TG. 407 487 2594 p—l--db--t 1',�g 13— N.. 28i67 K�v�bp: UTILITY PLAN DISCLAIMER 1. THIS SHEET CONTAINS STANDARD DRAWINGS AND NOTES OF THE UTILITY SERVICE PROVIDER. IT MAY CONTAIIl INFORMATION THAT DIFFERS FROM THAT CONTAINED IN THE PROJECT N OTES i SPECIFICATIONS AND DETAILS SHOWN ELSEWHERE IN THE PWIS. TYPICALLY THE MORE STRINGENT REQUIREMENTS SHALL APPLY, SUBJECIETO DETERMINATION BY THE ENGINEER AND THE UTILITY SERVICE PROVIDER. ITE MS SHOWN THAT MAY BE OUTSIDE OF THE DSCI PLI FIE OF THE CIVIL/SITE ENGINEER ARE NOT 114CLUDED IN THE ENGINEER'S CF RTIFICATION. ORANGE COUNTY U71LITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL APPENDIXA STANDARD DRAWINGS GENERAL COLORS FOR DECALS SHALL MATCH THE MARKER COLOR (SEE NOTE 2) WHITE CAP SOLVENT WELD P L F IN E E OVERALL VIEW CALL BEFORE DIGGING DISTANCE —GROUND LEVEL —CON FETE ,j T' BASE 12' L-6� NOTES: 1. MARKERS ARE REQUIRED WHEN UTILITY MAIN IS LOCATED OVER 30 FEET FROM EDGE OF PAVEMENT OR IN AN EASEMENT NOT ADJACENT TO THE RIGHT OF WAY. 2. MARKERS SHALL BE 4" DIAMETER SCH. 80 OR DEIS PVC: BLUE FOR WATER; GREEN FOR WASTEWATER; AND PANTONE PURPLE 522C FOR RECLAIMED WATER. 3. MARKERS SHALL BE PLACED AT ALL DIRECTIONAL CHANGES AND AT ALL VALVES EXCEPT WATER VALVES NEAR FIRE HYDRANTS. ADDITIONAL MARKERS SHALL BE INSTALLED AS NEEDED SO THAT THE DISTANCE BETWEEN MARKERS DOES NOT EXCEED 1000 FEET. ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL RFO APRE 25,21111 COMBINATION AIR RELEASE VALVE FIGURE A115-2 FOR WASTEWATER VENTED ARV ENCLOSURE RIGHT OF WAY PRIVATE PROPERTY 2"AIR (GREEN) �SCENO'E. 4� RELEASE VALVE — 2' BALLIPLUG VALVE ADJUSTABLE CAST IRON 18" VALVE BOX -\ -� MN 2"PIPE- 2"CORP STOP 2" PLUG VALVE WITH 2" SQUARE NUT INIT111111 #57 STONE I 2" ELBOW AND TUBING (THREADED) MAIN DIAMETER ARV 12" AND SMALLER 2" 16" 3' 20' 24" 4' —2' SADDLE TAP 30", 36- 6. VARIES -SEE NOTE 1 NOTES: 1. OFFSET DISTANCE TO BE FIELD DETERMINED AND AS CLOSE TO THE RIGHT OF WAY AS POSSIBLE AND CLEAR OF PEDESTRIAN WALKWAYS. IF PIPE IS AT RIGHT OF WAY LINE, NO OFFSET IS REQUIRED. 2. ABOVE DETAIL APPLIES TO A 2"ARV. FOR LARGER ARMS, PIPE DIAMETER AND VALVES SHALL BE EQUAL TO THE SIZE OF THE ARV. 3. ALL PIPING. VALVES AND APPURTENANCES TO BE BRASS OR 316 S.S. EXCEPT WHERE SPECIFIED OTHERWISE. ,4. THE ENCLOSURE VENTS kIUST BE CAPABLE O� ALLOVAING A' i LAST THE BASE AMOUNT OF AIRFLOAJ AS THE VALVE. ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL APPENDIXA STANDARD DRAWINGS GENERAL DATE: Febwary 11, 2011 PIPE LOCATING WIRE FIGUREA114 LOCATING WIRE FINISHED GRADE X� WATER, WASTEWATER, NYLON STRAPS, 3 PER JOINT (SEE NOTE 1) LOCATING WIRE NOTES: I . ALL PIPE SHALL REQUIRE INSULATED LOCATING WIRE (10 GAUGE SOLID COPPER) CAPABLE OF DETECTION BY A CABLE LOCATOR AND SHALL BE WRAPPED WITH NYLON STRAPS TO TOP CENTERLINE OF THE PIPE. 2. LOCATING WIRE SHALL BE CONTINUOUS INSIDE VALVE BOXES AND SHALL EXTEND 12� ABOVE TOP OF COLLAR. 3. WIRE INSULATION SHALL BE COLOR CODED FOR THE TYPE OF PIPE BEING INSTALLED. I I ORANGE COUNTY UTILITIES STANDARDSAND CONSTRUCTION SPECIFICATIONS MANUAL APPENDIX A STANDARD DRAWINGS GENERAL DATE: Febmary 11, 2011 AIR OR COMBINATION AIR RELEASE FIGURE A116-3 VALVE IN VAULT - WASTEWATER CAST IRON FRAME AND COVER WITH ACCESS LID GROUT /-2"x2 11" ANGLE 316 S.S, WITH 4"X4" END FLANGES WITH I" BOLT AND 4" EMBEDDED ANCHOR. ROTATE TO PROVIDE CLEAR ACCESS TO MANHOLE 4� MAX 1 _11 FINISHED GRADE EXISTING I PROPOSED PAVEMENT �,3 JT7.�,'_ PREMOLDED 5' WALL (MIN) CAST RON VALVE PLASTIC JOINT FILLER BOX TOP SECTION PIPE PLUG (TYP) 2� VALVE (TYP) EXTENSION ROD, 2" PORT WITH AS REQUIRED 2"NIPPLE THREADED PLUJG SEE NOT 3 GROUT 2" 90' BEND MIN 21 /_2" CORP STOP 2"GATEVALVE __V 2'N IPPLE 2"90'BEND J 6" FOOT #57 STONE 2" PIPE — 2" PLUG VALVE _/ WITH SQUARE NUT ERVICE SADDLE 8"x i6"REINFORCED CONCRETE FOOTER UNION MAIN DIAMETER ARV 12" AND SMALLER 2" 16' 3� 2W. 24- A" 30'. 36" 6. NOTES: I . ABOVE DETAIL APPLIES TO A 2"ARV. FOR LARGER ARVS. PIPE DIAMETER SHALL BE EQUAL TO THE SIZE OF THE ARV. Z THE MINIMUM DIMENSION FROM ELBOW INVERT TO FINISHED GRADE SHALL BE 4,0 FEET, 2F ALL PIPING, VALVES, AND APPURTENANCES TO BE BRASS OR 316 S.S EXCEPT WHERE SPECIFIED OTHERWISE. 4. OFFSET DISTANCE TO BE FIELD DETERMINED AND AS CLOSE TO THE RIGHT OF WAY AS POSSIBLE AND CLEAR OF PEDESTRIAN WALKWAYS. IF PIPE AT RIGHT OF WAY LINE, NO OFFSET REQUIRED. ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL APPENDIXA STANDARD DRAWINGS GENERAL REO: APR�L 25 , 2011 AIR OR COMBINATION AIRfVACUUM FIGURE Al 15-1 RELEASE VALVE FOR WATER AND RECLAIMED WATER VIN7ED ARV ENCLOSURE (BLUE FOR WATER AND 2' AIR RELEASE VALVE PANTONE PURPLE 522C FOR RECLAIMED) (SEE N'OTE 4) PRIVATE 2"NIPPLE RIGHT OF WAY I PROPERTY 2"TEE —DO'l/iNlAARD FACING 2'Xi"REDUCER 18" PAC ELBOW I"SHORT NIPPLE MIN I 1 --rCA ER END 1" CURB STOP WISCREEN SIESH ADJUSTABLE CfAST, I'MJN IRON VALVE BOX J_ 36"X 36"X6" DEEP— 2'X4' PPL CONCRETE PAD NIPPLE - 6"MIN A '4" 2' BALL CORP STOO`�!",'�" P WITH ELBOW MMIN 2�/, 4"DIAHOLE SL.�L FDO #57 STONE 2" P: 0 2' ELBOW AND TUBING AD 2" GATE VALVE (THREADED) TAP (IRON BODY) W/ 2" IS UARE NUT VARIES - SEE NOTE 1 NOTES: I � OFFSET DISTANCE TO BE FIELD DETERMINED AND AS CLOSE TO THE RIGHT OF WAY AS POSSIBLE AND CLEAR OF PEDESTRIAN WALKWAYS. IF PIPE AT RIGHT OF WAY LINE, NO OFFSETREQUIRED. 2. ABOVE DETAIL APPLIES TO A 2'ARV, FOR LARGER ARVS, PIPE DIAMETER SHALL BE EQUAL TO THE SIZE OF THE ARV. 3. ALL PIPING, VALVES, AND APPURTENANCES TO BE BRASS OR 316 S.S. EXCEPT WHERE SPECIFIED OTHERWISE. 1. TI - - ENTS THUSTEA CAPAGILF. OF AG LOWING AT LEAST Til� SAME AMOUNT � iF Eil�'C�LIDSUIR� � VE F PIP , OW AS TFIEVALVE� ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL APPENDIX A STANDARD DRAWINGS GENERAL DATE: F.b..,y 11, 2011 SEPARATION REQUIREMENTS FOR rIGUREA116 WATER, WASTEWATER AND RECLAIMED WATER MAINS HORIZONTAL & VERTICAL SEPARATION REQUIREMENTS POTA13LE RECLAIMED WASTrATEIR, PROPOSED WATER WATER (GRAV TY& F STORM SEWER UTILITY HORIZ VERT HORIZ VERT HORIZ VERT HORIZ VERT POTABLE WATER 3' 12 3' 12' 6' 12" 3' 12"/18" NOTE 1 NOT" �, NOTE3 NOW 3 NOTE3 NOTEI&3 NOM2&3_ RECLAIMED 3' 12" 31 3' 3' 8, WATER NOW1 &3 NOTE 3 NOW I 12" No. 12" 1 On , Non 2 WASTEWATER 6' 12" 3- 3' 12"/18" (GRAVITY AND FM) NOW 3 NOTE 3 NOTE I 12' NOW 1 12" , On I NOTE I RIGHT OF WAY T N/A 3' NIA 3' NIA N/A NIA NOTE I , On , NOTE , NOTES: I . THIS SEPARATION REQUIREMENT IS TO PROVIDE ACCESSIBILITY FOR CONSTRUCTION AND MAINTENANCE. THREE FEET OF HORIZONTAL SEPARATION IS THE MINIMUM FOR PIPES WITH THREE FEET OF COVER. FOR PIPES INSTALLED AT GREATER DEPTHS, PROVIDE AN ADDITIONAL FOOT OF SEPARATION FOR EACH ADDITIONAL FOOT OF DEPTH. 2, THE 18-INCH SEPARATION REQUIREMENT APPLIES WHEN THE STORM PIPE CROSSES ABOVE THE OCU MAIN, AND WHEN THE STORM PIPE HAS A DIAMETER EQUAL TO OR GREATER THAN 24 INCHES. OTHERWISE, THE REQUIRED SEPARATION IS 12 INCHES. 3. THIS SEPARATION REQUIREMENT COMPLIES WITH MINIMUM FIDEP SEPARATION REQUIREMENTS OUTLINED IN 62-555.314, FAC. VARIANCES FROM THE FDEP REQUIREMENTS MUST COMPLY WITH 62-555,314(5), FAC AND MUST BE APPROVED INDIVIDUALLY BY BOTH FDEP AND OCU. 4. DISTANCES GIVEN ARE FROM OUTSIDE OF PIPE TO OUTSIDE OF PIPE. 5. NO WATER PIPE SHALL PASS THROUGH OR COME IN CONTACT WITH ANY PART OF SANITARY OR STORM WATER MANHOLE OR STRUCTURE. 03 t)7/1)1)�2�21 SUBMIT TO CITY OF OCOLL O.C. 112 111/210�21121 SU13NUFTO CITY OFOCOELO.C. (L )312AWI SUBMIFT To BRRND SUBMIT 1) flT, TO OFINGE COUNTY , MIT 10 C P, 11/16/2111" [IT 10 C Or, Ocorr. RXV.NID No W� DEAMIRIONS. SUBMISSIONBRIBISIONS VIDRUCALDATUNI: NAVD 88 jot \To 16-114 DESIGNED By. DMW-,N BY: RS, KL CHECKED BY APPRO\TDBY. NIDS SCM-E IN FEET: N.T.S. P'.j­ Nm­ FINAL SUBDIVISION PLANS FOR WYNWOODPUD P14ASES 1 & 2 AND MASS GRADING PLANS FOR PHASES 3 & 4 OCOEE, FL sl­t I III,: ORANGE COUNTY UTILITIES STANDARD DETAILS Sh­ N­ C9.12 Poulos & Bennett, LLC (j2 E� S,., 0,1.,d, FIL 32803 T�L407,4872594 E,, B�, N. 28i67 K'yM.,p: UTILITY PLAN DISCLAIMER 1. THIS SHEET CONTAINS STANDARD DRAWINGS AND NOTES OFTHE UTILITY SERVICE PROVIDER. IT MAY CONTAIN INFORMATION THAT DIFFERS FROM THAT CONTAINED IN THE PROJECT NOTES, SPECIFICATIONS AND DETAILS SHOWN ELSEWHERE IN THE PWIS. TYPICALLY THE MORE STRINGENT REQUIREMENTS SHALL A P PLY' SUBJECTTO DETERMINATION BY THE ENGINEER AND THE UTILITY SERVICE PROVIDER. ITEMS SHOWN THAT MAY BE OUTSIDE OF THE DISCI PLINE OF THE CIVIUSITE ENGINEER ARE HOT INCLUDED IN THE ENGINEER'S CERTI FICATION. ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL APPENDIX A STANDARD DRAWINGS GENERAL DATE: Febmary 11, 2011 SIGN FOR AERIAL CROSSING AND FIGURE Ai 17 ACCESS BARRIER FOR WATER AND RECLAIMED WATER A. ]_ NO TRESPASSING!, T—i WAI KING ON PIPE IS DANGEROUS AND�L, PROHIBITED i (407) 8affiM7±_1 __T —T— _j ORANGE COUNTY NO PASE 07EN LA TUBERIA ES PEUGaam-1 R�_ Y ESTA PROHIBIDO N G E COUNTY (407)836-2111 114- 9-11 GAUGE FLATTENED REFER TO �XPANDED METAL TO COVER DETAILABOVE :ACE OF GUARD FRAME AND 3 3 ELD TO IT AT 6"OC T TX 2'X 3/8" STEEL POT W kLL STRAPS AND ANGLES. ANGLE (5) REQUIRED 1/4'X4"STEEL ,�x �z STRAP B"X 4" STEEL STRAP ACCESS BARRIER NEOPRENE NOTES: 1. ACCESS BARRIER TO BE INSTALLED AT BOTH ENDS OFAERIAL CROSSING TO PREVENT PUBLIC ACCESS TO PIPE. 2. ENTIRE ACCESS BARRIER TO BE DIPPED GALVANIZED AFTER FABRICATION, PAINTING IS NOT PERMITTED. 3. CENTER ACCESS BARRIER ANGLES ON 4"STEEL STRAP. 4, REFER TO ENGINEERS APPROVED DESIGN FOR AERIAL CROSSING CONSTRUCTION DETAILS. ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL APPENDIX A STANDARD DRAWINGS GENERAL DATE: Febmary 11, 2011 WATER AND RECLAIMED WATER SERVICES FIGURE A120 (TYPICAL) CENTERICINE SIDEWALK (TYP) STAKE (SEE NOTE 2) STAKE (SEE NOTE 2) GRADE STANDARD ROADWAY CURB 77— CURB STO 30"MIN CURBSTOP (SEE NOTE 1) (SEE NOTE 1) PETUBING CORPORATION STOP (TYP) NOTES: 1. CURB STOP SHALL BE INSTALLED ON STREET SIDE OF THE SIDEWALK BETWEEN SIDEWALK AND CURB. 2. CONTRACTOR TO LOCATE CURB STOP BY PLACING A 2"X 2"SQUARE STAKE RISING 24" ABOVE THE GROUND. TOP OF STAKE SHALL BE PAINTED THE COLOR OF THE UTILITY SERVICE AND LABELED WITH THE LOT NUMBER(S) IT SERVES. ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL APPENDIX A STANDARD DRAWINGS WLNI=�L — DATE: F.b..,y 11, 2011 RESIDENTIAL SERVICE LOCATIONS (TYPICAL) ___FIGUREA118 j—PROPERTY LINE PROPERTY LINE ­,, HOME L . / (TYP) --.j DOUBLE CHECK VALVE VALVE METER BOX (SEE NOTE 1) �K --A METER POTABLE WATER BOX RIGHT-OF-WAY INE- NJETEES Y _j__PL 19EWALK, SIDEWALK RECLAAME4 DOUBLEWA TER SERVICE WATER METERS (SEE NOTE 2) C !RB STOP (TYP) �STOP CORPCZ� P) POTABLE WAI — ­11 D P E,O F PAVEMENT,' to 'STREET E WASTIEWAIER—I.J _KC ROAD* .RPORATION r-faP ;� - � - 1'* 11 11 . . % � EDGr6F PAVEMENT NOTE: 1. EACH POTABLE WATER SERVICE WILL SERVE TWO LOTS IF RECLAIMED WATER IS AVAILABLE. EACH SERVICE MUST BE EQUIPPED WITH A DOUBLE CHECK BACKFLOW PREVENTER. 2. EACH POTABLE WATER SERVICE WILL SERVE ONE LOT IF RECLAIMED WATER Is UNAVAILABLE. BACKFILOW PREVENTERS ARE NOT REQUIRED. 3. SITEWORK CONTRACTOR TO INSTALL WATER AND RECLAIMED WATER SERVICES PER DETAIL A120 AND WASTEWATER LATERALS PER DETAIL A305. 4. METER AND BOX TO BE INSTALLED BY OCU AND DOUBLE CHECK BACKFLOW PREVENTOR TO BE INSTALLED BY BUILDING PLUMBING CONTRACTOR. S. WASTEWATER LATERAL CLEAN -OUTS TO BE INSTALLED BY BUILDING PLUMBING CONTRACTOR. ORANGE CO NTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL APPENDIX A STANDARD DRAWINGS GENERAL DATE: Febmary 11, 2011 MJ TAPPING SLEEVE AND GATE VALVE FIGURE Al 21-1 ASSEMBLY FOR WATER AND RECLAIMED WATER RESTRAINED EXISTING MECHANICALJOINT PIPE 0 SPLIT GLAND 0 TAPPING SLEEVE NEW Pif­— 5. Mil FROM BACK OF BELL AND SPIGOT MJ TAPPING INSERTION LINE A SLEEVE A PLAN RESILIENT SEAT RESTRAINED TAPPING GATE MECHANICALJOINT VALVE W/ VALVE BOX E if SECTION A - A ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL DATE: Fb..Iy 11, 2011 SINGLE FAMILY RESIDENTIAL FIGURE A119 CUL-DE-SAC UTILITY PLAN UOTS(TYP) 2'BLOWOFF VALVE 2'BLOWOFF VALVE FIR OPERTY LINE (TYP) DO.:, SERVICE (TYP�_, WASTEWATER MANHOLE (TYP). WATER MAIN GRAVITY WASTE�VATER MAIN DOUBLE SERVICE LLATE RAL. (TYE) ._ --- __ j SINGLE SERVICE RECLAIMEDWATERI (TYP) MAIN FIRE HYDRANT RIGHT OF WAY LINE A�SEMIBL� WATER MAIN SINGLE SERVICE LATERAL (TYP) 717 - �I� AK� ARE —CLAIMED WATER MAIN NOTE: 1. A MAXIMUM OF TWO WASTEWATER SERVICE LATERALS MAY CONNECT DIRECTLY TO A TERMINAL MANHOLE. ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL APFENDIXA STANDARD DRAWINGS GENERAL DATE: F.b­yli,2011 MJ TAPPING SLEEVE AND GATE VALVE WITH FIGURE A121-2 PLUG VALVE FOR WASTEWATER MJTAPPING SLEEVE RESILIENT SEAT EXISTING RESTRAINED TAPPING GATE VALVE PIPE MECHANICALJOINT RESTRAINED PLUG VALVE MECHANICAL J.JNT_� SPLIT GLAND TAPPING 0 SLEEVE NEW PIPE W151 MIN FROM BACK OF BELL AND SPIGOT A INSERTION LINE A PLAN x RESTRAINED RESTRAINED MECHANICALJOINT MECHANICALJOINT PLUG VALVE RESILIENTSEAT TAPPING GATE VALVE 0 PNEW P I PE SECTION A - NOTES: 1, PLUG VALVES GREATER THAN 4' SHALL BE GEAR ACTUATED. 2. PLUG VALVE TO BE INSTALLED VERTICALLY, AND TAPPING GATE VALVE TO BE INUALLED HORIZONTALLY AND ABANDONED IN THE OPEN POSITION. 03 171012021 SUBMITTO (.ITYOF OCOLIE, O.C_ (0/2NN21 SUBMITTO CITY OF OCODE,0C (L) 113/24/21,21 SUBNfffTOSj1PiMD �2,, SUB ITT Of HITETOORANGE N 01/12 2 ,,,,,y ��SBI%Rllll LH CITY OFOCOFF. ,�i SUBMISSIONS/ REVISIONS VER'FICAL DATUM. NAVE) 88 L 0 1 `IU­ 16-114 .11.1,11). JAI DRAWN BY: RS, KL CHLCKEDBY: APPROVE'DDY: NILS SCALE FIN FEET�. N.T.S., P.j ... N­ FINAL SUBDIVISION PLANS FOR WYNWOODPUD PHASES 1 & 2 AND MASS GRADING PLANS FOR PHASES 3 & 4 OCOEE, F1_ Sa... litk: ORANGE COUNTY UTILITIES STANDARD DETAILS Sh— N., C9.13 Poulos & Bennett, LLC 2602 E. U, mpt— St., Od-al, FL 32803 T,L 407 487,2594 _p—l-a.db� E.g 13— N. 28567 I K,y,�L,p: UTILITY PLAN DISCLAIMER 1. THIS SHEET CONTAINS STANDARD DRAWINGS AND NOTES OF THE UTILITY SERVICE PROVIDER, IT MAY CONTAIN INFORMATION THAT DIFFERS FROM THAT CONTAINED IN THE PROJECT NOTE S ' SPECIFICATIONS AND DETAILS SHOWN ELSEWHERE IN THE PWIS. TYPICALLY THE MORE STRINGENT REQUIREMENTS SHALL APPLY, SUBJECT TO DETERMINATION BY THE ENGINEER AND THE UTILITY SERVICE PROVIDER. ITE NJ S SHOWN THAT MAY BE OUTSIDE OF THE DISCI _ PLINE OF THE CIVIL/SITE ENGINEER ARE NOT INCLUDED IN THE ENGINEER'S CERTI FICATION. ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL APPENDIX A STANDARD DRAWINGS GENERAL DATE! F.butay 11, 2011 TEMPORARY SLOW OFF VALVE, FIGURE A122-2 MANUALLY OPERATED, WATER AND RECLAIMED WATER DRILL HOLE INBOX 3"± J" FROM TOP LOOP W�IRE (SEE NOTE 3) VALVE BOX PAD SET TOP OF VALVE BOX (SEE FIGURE At 12) TO FINISHED GRADE FINISHED GRADE---\ ADJUSTABLE ='TYIE DUCTILE IRON X LOCATING WIRE RESILIENT SEAT BLOW OFF VALVE M. J, GATE VALVE ASSEMBLY PER APPENDIX D VALVE BOX SHALL REST ON BEDDING, ROCK NOT ON VALVE OR PIPE AND SHALL BE CENTERED ON OPERATING NUT 'y 6" OF FOOT #57 RESTRAINED JOINT STONE WATER OR RECLAIMED WATER MAIN NOTES: 1. FOR USE AT PHASE LINES OR TEMPORARY TERMINATION POINTS. 2. LOCATING WIRE SHALL BE CONTINUOUS INSIDE THE VALVE BOX AND SHALL EXTEND 12" ABOVE TOP OF COLLAR, WIRE SHALL BE COLOR CODED TO MATCH THE UTILITY INSTALLED. ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL APPENDIXA STANDARD DRAWINGS GENERAL DATE: F.b..,y 11, 2011 SWABBING ACCESS POINTS FIGURE A205 ON STREAM YEE 0, 4EXIT ENTRY UMRTEE 1p ENTRY EXIT WYE EXIT FIRE HYDRANT EEO ENTRY EXIT SPOOL PIECE ENTRY EXIT NOTES: 1. FOAM SWAB. 2. SUGGESTED FOR WATER AND RECLAIMED WATER MAINS OF ALL SIZES. REQUIRED FOR WATER AND RECLAIMED WATER MAINS 16"DIAMETER AND GREATER, ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL APPENDIX A STANDARD DRAWINGS GENERAL DATE: February 11, 2011 WATER SAMPLE STATION________ _FIGURE A201 BRASS CORPORATION STOP MAIN 2" SINGLE BLUE SERVICE LINE ABOVE GROUND SAMPLESTATION GRADE CURBSTOP (LOCKING TYPE) BRASS CORPORATION STOP MAIN 45' MAX 2"POLYETHYLENE TUBING NOTES: 1, A 2 INCH SAMPLE STATION INSTALLED AT THE END OF A CUL-DE-SAC CAN ALSO SERVE AS A SLOW -OFF VALVE WHEN BOTH ARE REQUIRED. ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL APPENDIX A STANDARD DRAWING5 UtNLKAL DATE: F.bru.,y 11, 2011 FIRE HYDRANT ASSEMBLY FIGURE A203 EXPANSION FIBER MATERIAL BETWEEN APPROX 7.5'X 3 5'MIN FIXED CONCRETE EDGES (TYP) 6" THICK CONC�ETE SHEAR PAD WITH FIBERMESH 31 TO 51 SIDEWAUK—\ CONCRETE VALVE BOX ��r CURB - ROAD COMPACTED — C '\\— CONCRETE BACKFILL DO TILE IRON --� I a VALVE (REQUIRED AT L 01 ANCHORING ANCHORING TEE) COUPLING FOOT 467 STONE (6- MIN) SIDEWALK �'­ " � �:' f �' SIDEWALK ;: -­­­;'� �' t 1: 1 " '� I �, � FIRE HYDRANT . �.: FIRE HYDRANT ASSEMBLY 90' SEND ASSEMBLY EDGE OF PAVEMENT EDGE OF PAVEMENT POTABLE WATERMAIN POTABLE WATERMAIN STANDARD CONFIGURATION ALTERNATE CONFIGURATION NOTES 1. CENTER OF THE FLANGE CONNECTION SHALL BE 5' FROM THE TOP OF THE SLAB. 2. BARREL COLORS: PRIVATE HYDRANTS � RED; PUBLIC HYDRANTS -SILVER, 3. BONNET COLORS: TO BE DETERMINED BY FLOW TEST. 03 0CW12)2I SU01IT To CITY OF OCOLE, 0 C ()2 tI/21/)I12I SUBNRT 10 CITY OF OCOEE, 0 C. 0S 113/24/21OA SUB.\fITTOSj!APID "I I, COUND, /�,, SUBMIT 01 ISITETO OlLkNCE 00 11/16/2,11) S&!L SBI Ni ,r1r, I IDO C I T Y " r 0 C 0 F ` \0 Dk� DF-ICH11110F� variCAL DATUM: NAVID 88 JUBNO, 16-114 -DESIGNED BY: DRA�XN BY, 16, KL CHECNFD BY: J�u APPROVED BY: MDS SCiaE IN FEET N.T.S. %,j,�t Ni­ FINAL SUBDIVISION PLANS FOR WYNWOOD PUD PHASES 1 & 2 AND MASS GRADING PLANS FOR PHASES 3 & 4 1'�tisdx­ � OCOEE, FL SI ... tlid': STANDARD POTABLE WATER DETAILS Sh—IN.. C9.20 Poulos & Bennett, LLC H, St., 0d.-&, FL 320i I'l 'W 487,2594 ­p­I­­db­­­­ R�,g 13,­ N., 28567 I"y Map: ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL APPENDIXA STANDARD DRAWINGS GENERAL DATE: F.bm.,y 11, 2011 RECLAIMED WATER SIGNAGE FIGURE A501 "DO NOT DRINK WATER" --------- -- — -- ---- -- ---- la L_ —IRRIGATED WITH- -J-1: --RECLAIMED WATER 00 NOT DRINK NO BEBER 4'T NOTES 1 * SIGN TO BE PROVIDED BY OCU. 2. HEIGHT OF SIGN WILL DEPEND ON LOCATION AND SURROUNDING LANDSCAPE PLANT TYPES. IN ALL CASES, THE SIGN SHALL BE VISIBLE TO THE PUBLIC. 3. BACKGROUND SHALL BE WHITE, LETTERS SHALL BE BLACK (HELVETICA, SWISS 721 COREL OR ACCEPTABLE EQUAL) AND BORDER SHALL BE PANTONE PURPLE 522C, 4. ENGINEERING GRADE REFLECTIVE MATERIALS SHALL BE USED. 5. SIGN MATERIAL SHALL BE OF 0.040 GAUGE METAL, 6, POST SHALL BE 2-3/8'OD ALUMINUM PIPE, HOT DIP GALVANIZED PER ASTM A-123. POST TO BE PROVIDED BY CUSTOMER. 7, MOUNTING HARDWARE SHALL BE STAINLESS STEEL. B. SIGNS SHALL BE PLACED BY THE CONTRACTOR IN ACCORDANCE WITH CHAPTER 62-610 "ACCESS CONTROL AND ADVISORY SIGNS-, FAC, THE COUNTY APPROVED ENGINEERING PLANS ANDIOR AS APPROVED BY THE UTILITIES. ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL APPENDIX A FIGURE GN DATE: Febmary It, 2011 OCU GENERAL NOTES: 1 . THE CONTRACTOR EBALL EXERCISE EXTREME CAUTION WHEN EXCAVATING IN PROXIMITY OF WATER MAINS, WASTEWATER FORCE MAINS, GRAVITY MAINS AND RECLAIMED WATER MAINS. 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 DIVISION AT LEAST SEVEN DAYS PRIOR TO COMMENCEMENT OF THE CONSTRUCTION PROJECT BY CALLING (407) 254-9798� 4. THE CONTRACTOR SHALL NOTIFY THE OCU CONSTRUCTION DIVISION AT LEAST 48 HOURS PRIOR TO ANY UTILITIES CONSTRUCTION BY CALLING (407) 254-9798, 6. THE MATERIALS, PRODUCTS, AND CONSTRUCTION OF ALL UTILITIES CONNECTING TO THE OCU SYSTEM SHALL BE IN CONFORMANCE WITH THE ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL. 6. ALL OCU MAINS AND FACILITIES WITHIN THE LIMITS OF THE PROJECT SHALL BE SUPPORTED AND PROTECTED AGAINST DAMAGE DURING CONSTRUCTION. 7. THE CONTRACTOR, AT THE CONTRACTORS EXPENSE, SHALL IMMEDIATELY REPAIR ALL DAMAGES TO OCU MAINS AND FACILITIES. IF THE REPAIR IS NOT MADE IN ATIMELY MANNER, As DETERMINED BY OCU, OCU MAY PERFORM REQUIRED REPAIRS AND CLEANUP. THE CONTRACTOR WILL BE CHARGED FOR ALL EXPENSES ASSOCIATED UTILITY PLAN DISCLAIMER: WITH THE REPAIR. TH I S SHEET CONTAINS STANDARD DRAWINGS AND NOTES OF THE UTILITY SERVICE PROVIDER. B� THE CONTRACTOR SHALL ADJUST ALL EXISTING OCU MAINS AND FACILITIES IN IT MAY CONTAIN INFORMATION THAT DIFFERS CONFLICT WITH NEW GRADE, NEW OR ALTERED ROADWAYS, SIDEWALKS, DRIVEWAYS, FROM THAT CONTAINED IN THE PROJECT OR STORM WATER IMPROVEMENTS. OCU FACILITIES TO BE ADJUSTED INCLUDE, BUT NOTES i SPECIFICATIONS AND DETAILS SHOWN ARE NOT LIMITED TO PIPELINES, PUMP STATIONS, VALVE BOXES, AIR RELEASE VALVES, ELSEWHERE IN THE PIANS. TYPICALLY THE FIRE HYDRANTS, MANHOLE COVERS, AND METERS. MORE STRINGENT REQUIREMENTS SHALL APPLY , SUBJECT TO DETERMINATION BY THE 9. ONLY OCU SHALL OPERATE OCU WATER, WASTEWATER, AND RECLAIMED WATER ENG�I,NEER AND THE UTILITY SERVICE PROVIDER. VALVES. THE CONTRACTOR SHALL COORDINATE VALVE OPERATION WITH THE OCU ITE S SHOWN THAT MAYBE OUTSIDE OF THE INSPECTOR. FOR OPERATION OF MAINS NOT OWNED BY OCU, IT IS THE CONTRACTORS DISCIPLINE OF THE CIVIUSITE ENGINEER ARE RESPONSIBILITY TO COORDINATE WITH THE APPROPRIATE UTILITY REPRESENTATIVE. NOT I FICLUDED IN THE ENGINEER'S CERTIFICATION. 10, 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. ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL APPENDIX A STANDARD DRAWINGS GENERAL DATE: F.b­y 11, 2011 RECLAIMED WATER SIGNAGE FIGUREA502 ..DO NOT SWIM" `112' —­18"_ 1 1/2' � EFYP) tp) IR�RIGATED ITH W�A 2� 146' 1 1 T -RECLAIMED W TER 112- (TYP) 4-13116' f A-? -111/44 _:::jj:4 5116" W 5116' DO W r SWIM Im mm 36' (MAX) 4-13116" I I I A 18-BMINB NOTES: 1, SIGN TO BE PROVIDED BY OCU. 2. HEIGHT OF SIGN WILL DEPEND ON LOCATION AND SURROUNDING LANDSCAPE PLANT TYPES. IN ALL CASES, THE SIGN SHALL BE VISIBLE TO THE PUBLIC, 3. BACKGROUND SHALL BE WHITE, LETTERS SHALL BE BLACK (HELVETICA, SWISS 721 COREL OR ACCEPTABLE EQUAL) AND BORDER SHALL BE PANTONE PURPLE 522C. 4. ENGINEERING GRADE REFLECTIVE MATERIALS SHALL BE USED. 5. SIGN MATERIAL SHALL BE OF 0.040 GAUGE METAL. 6. POST SHALL BE 2-3/8' OD STEEL PIPE, HOT DIP GALVANIZED PER ASTM A-123. POST TO BE PROVIDED BY CUSTOMER. 7. MOUNTING HARDWARE SHALL BE STAINLESS STEEL. 8. SIGNS SHALL BE PLACED BY THE CONTRACTOR IN ACCORDANCE WITH CHAPTER 62-610"ACCESS CONTROL AND ADVISORY SIGNS", FAC, THE COUNTY APPROVED ENGINEERING PLANS AND/OR AS APPROVED BY UTILITIES. 11. THE CONTRACTOR SHALL PROVIDE FOR BYPASSING AND/OR HAULING WASTEWATER DURING APPROVED INTERRUPTIONS OF WASTEWATER FLOWS AND CONNECTIONS. THE CONTRACTOR SHALL SUBMIT A BYPASS PLAN SIGNED AND SEALED BY A PROFESSIONAL ENGINEER TO OCU DEVELOPMENT ENGINEERING FOR APPROVAL PRIOR TO IMPLEMENTATION BY CONTRACTOR. 12. 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. 13. THE CONTRACTOR SHALL PROVIDE A JUMPER ASSEMBLY WITH A BACKIFLOW 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 FORCEMAN SHALL ALSO BE EQUIPPED WITH A BACKFLOW PRIEVENTER. 14. FOR PVC PIPE THAT WILL BE OWNED AND MAINTAINED BY OCU. NO PIPE BENDING IS ALLOWED, THE MAXIMUM ALLOWABLE TOLERANCE FOR JOINT DEFLECTION IS 0.75 DEGREES (3-INCHES PER JOINT PER 20 FT STICK OF PIPE.) ALIGNMENT CHANGE SHALL BE MADE ONLY WITH SLEEVES AND FITTINGS. 15. FOR NON -PVC PIPE THAT WILL BE OWNED AND MAINTAINED BY OCU, 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 76 PERCENT OF THE PIPE MANUFACTURERS RECOMMENDATION. 112 HS�V21121 SU13ATT0O1Y0FGC0EE,0.C. 112 113124/2,11 5UBKITT0SjRW\ID -C IT SITE To 0RAN(;F C01INTV t'I 01/12�21121 S""D (1) IIIIN21,20 S�JJISB N�[�IVT, T 0 C 11 Y () F 0 C I E F. , ID NO DSM DECMIIHONS� SUBMISSIONS/RM ISIONS VERTICAL 0XFUAJ: NAVD 88 JOB NO: 16-114 DESIGNED BY: �)AI DRAIVN, BY: RS, KL CHECKED BY. JAI APPROVED BY. MDS SCALE IN FEET: NITS. P,.j— N�,­ FINAL SUBDIVISION PLANS FOR WYNWOODPUD PHASES 1 & 2 AND MASS GRADING PLANS FOR PHASES 3 & 4 OCOEE, FL Sit— Tal�: STANDARD RECLAIM WATER DETAILS Sh— N'..: C9.30 Poulos & Bennett, LLC 1602 L 1,, mg-. St., FI, 32803 T�l 407,4872594 _'t t— Et,, B,­ N.� 28567 I—, INTIP: UTILITY PLAN DISCLAIMER 1. THIS SHEET CONTAINS STANDARD DRAWINGS AND NOTES OF THE UTILITY SERVICE PROVIDER, IT MAY CONTAIN INFORMATION THAT DIFFERS FROM THAT CONTAINED IN THE PROJECT NOTES, SPECIFICATIONS AND DETAILS SHOWN ELSEWHERE IN THE PLANS. TWICALLY THE MORE STRINGENT REQUIREMENTS SHALL Ap PLY'SUBJ ECT TO DETERMINATION BY THE ENGINEER AND THE UTILITY SERVICE PROVIDER. ITE M S SHOWN THAT MAY BE OUTSIDE OF THE DISCIPLINE OF THE CIVIUSITTE ENGINEER ARE NOT INCLUDED IN THE ENGINEER'S CERTIFICATION. ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL APPENDIX A STANDARD DRAWINGS GENERAL DATE: Febwary I 1, 2011 PRECAST CONCRETE MANHOLE FIGUREA301 (SEE STANDARD DETAIL) SET COVERS FLUSH IN MANHOLE FRAME & COVER PAVED AREAS 2 COURSES OF BRICK (MIN) T-0"MAX 0 4 COURSES (MAX) OR MIN 51' TO EXTERNAL MANHOLE — MAX 10" HOPE ADJUSTING RING HEAT SHRINK SEAL ITYP) SEE NOTE 5 4�(DMIN 5'MIN APPROVED LINER — PER SPECIFICATIONS �_Lo 8D (EFFLUENT PIPE DIAMETER) BENCHING PER ---, 12'MIN SPECIFICATIONS —CONCRETE WITH ADMIX 6" MIN 8" MIN - J,,iu FDOT 57 STONE 2"MIN ::WALL OUTSIDEWALL PRE -PRIMED JOINT SURFACES 'MED JOINTSURFATCES PRE'MOLDED PLASTIC JOINT SEALER, APPLIED TO BOTH LIPS COMPLETED JOINTWITH IT SQUEEZE -OUT SQUEEZE -OUT, MIN INTERIOR AND EXTERIOR NOTES: 1 . DROP CONNECTIONS ARE REQUIRED WHENEVER INVERT OF INFLUENT SEWER IS 24"OR MORE ABOVE THE INVERT OF THE MANHOLE. SEE MANHOLE CONNECTION DETAIL. 2. ECCENTRIC CONE DESIGN MAY BE USED FOR CONFLICT RESOLUTION WITH OCU APPROVAL. 3. A FLOW CHANNEL SHALL BE CONSTRUCTED INSIDE MANHOLE TO DIRECT INFLUENT INTO FLOW STREAM. 4. LIFT HOLES THROUGH STRUCTURE ARE NOT PERMITTED, S� WRAP TIGHTLY AROUND CASTING JOINTS AND APPLY HIGH INTENSITY PROPANE TORCH TO EFFECT VELY SEAL THEM FROM GROUND WATER INFILTRATION. 6. HDPE ADJUSTING RINGS MAY BE SUBSTITUTED FOR BRICK RISERS. 7. SECTION HEIGHTS VARY AS REQUIRED, AND AS AVAILABLE, FROM APPROVED MANUFACTURERS LISTED IN APPENDIX D. ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL APPENDIX A STANDARD DRAWINGS GENERAL DATE: Febmary 11, 2011 STANDARD MANHOLE FRAME AND COVER FIGURE A304 RAISED I-J/21' LETTERS FLUSH WITH TOP OF COVER (WI ARY SA IN I 47A fSEWER 2 - NON PENETRATING PICK HOLES PLAN 25 314" MACHINED MATING SURFACES 1-V2* MIN 24" 3/8" 4-3/4"MIN 39. ELEVATION NOTES: 1. ONLY APPLIES TO UTILITIES OWNED AND MAINTAINED MANHOLES. "ORANGE COUNTY" SHALL NOT APPEAR ON PRIVATE MANHOLES. ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL APPENDIX A STANDARD DRAWINGS GENERAL __[T PRECAST MANHOLE WALL TEE WMIN �NFLUENT SEWER PVC PLUG WITH TOP HALF SEE NOTE 2) CONCRETE ENCASEMENT INLET CONNECTION AT INVERT OF VERTICAL PIPE DROP PIPE (SEE NOTE 1) 90' BEND GRAVITY OUTSIDE DROP CONNECTION (NEW MANHOLE) C.E.W. PRECAST STAINLESS STEEL BAND PRECAST NPD� CL MANHOLE STAINLESS STEEL PIPE CLAMP A Lq� 'NALL WALL PVC CAST IN -PLACE SEAL PVC RESILIENT CONNECTOR NEW AND EXISTING MANHOLES NEW MANHOLES ONLY STANDARD CONNECTION NOTES: 1 . DROP PIPE AND FITTINGS SHALL BE OF EQUAL SIZE AND MATERIAL AS THE INFLUENT SEWER, 2. AN OUTSIDE DROP CONNECTION SHALL BE REQUIRED FOR ALL INFLUENT LINES WHICH HAVE AN INVERT 2'OR MORE ABOVE THE MANHOLE INVERT. 3. CONTRACTOR TO COORDINATE THE PRESENCE OF UTILITIES INSPECTOR DURING CORING AND CONNECTIONS TO EXISTING MANHOLES. ORANGE CO NTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL APPENDIXA STANDARD DRAWINGS GENERAL DATE: Febmary 11, 2011 SERVICE LATERAL FIGURE A305 3: �lWYE WITH SEWER MAIN of 6"BRANCH SIZEVARIES CLEAN -OUT 6"45' (TYP) BEND WYE WITH 6"BRAN DOUBLE 646' WYE WITH (TYP.) SEND L WBRANCH BUILDERS PLUMBER (SEE NOTE 7) L T LINt__ CURB (SEE NOTE 4) PLAN (TYP.)TEMP.PLUG NTS (SEENOTES2AND7) STAKE TO SHOW LOCATION OF TEMPORARY PLUG. (TYP.) FINISHED SLOPE TO TERMINAL DEPTH GRADE @ 1.0% MIN (TYP.) In 0 z In ROT I:E CTYP.) BUILDER'S 30* PLUMBER (SEE TEMP PLUG NOTE 7) (TYP-) (SEE NOTES 2 AND 7) §il-NGLE DOUBLE LOCATOR BALL LATERAL. LATERAL 6' MAX BELOW PIPE PROFILE TYP) SEE NOTE 4 NTS NOTES: I . INVERT OF SERVICE LATERAL SHALL NOT ENTER SEWER MAIN BELOW SPRING LINE. 2. SERVICE LATERAL SHALL BE CAPPED BY DEVELOPERS SITE -WORK CONTRACTOR. 3. WYE TO BE NO SHALLOWER THAN 3-FEET AND NO DEEPER THAN 5-FEET. 4. LOCATOR BALLS TO BE INSTALLED BY DEVELOPER'S SITE -WORK CONTRACTOR, ONE PER SERVICE, 5. ALL FITTINGS SHOWN ARE TO BE INSTALLED. 6, SERVICE CONNECTIONS SHALL BE PERMANENTLY MARKED BY CUTTING AN"S"IN THE CURB DIRECTLY OVER THE LATERAL, 7. BUILDERS PLUMBER WILL REMOVE PLUG, INSTALL CLEANOUT, AND CONNECT SERVICE LATERAL TO HOUSE. ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL APPENDIX A STANDARD DRAWINGS GENERAL DATE: Febwary 11, 2011 MANHOLE IN GRASS AREA FIGUREA303 MANHOLE COVER 12"MII,F, 2500 PSI CONCRETE AROUND MANHOLE 4' BAR CONTINUOUS AROUND COLLAR. 3" MIN. COVER (TYP) z MIN MIN E. S. 'T�� FINISHED GRADE 7" MIN _rj 2600 PSI CONCRETE AROUND MANHOLE NOTES: 1. CLEARANCE OF 30' FREE FROM OBSTRUCTIONS IN ALL DIRECTIONS. 2. AREAS SUPPORTING CONCRETE COLLAR OR SEAS SHALL BE PROPERLY COMPACTED. 3. TOP OF MANHOLE SHALL BE 2'ABOVE FINISHED GRADE, CROWN OF ADJACENT ROADWAY, OR 100 YEAR FLOOD ELEVATION, WHICHEVER IS GREATER. ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL APPENDIXA STANDARD DRAWINGS GENERAL DATE: Febwary 11, 2011 FORCE MAIN TO GRAVITY SEWER FIGURE T306 CONNECTION GRAV W ESWER CONNECTION, 90' MAX FORCE MAIN CONNECTION MOCI PIPE S� SLOPE RESTRAINED JOINT FORCE MIN I "M 2" M SECTION VIEW NOTES: 1. FORCE MAIN ORIENTED TO FACILITATE FLOW AND SHALL ENTER MANHOLE WITHIN V A13OVE INVERT OF THE EFFLUENT PIPE. 2. BENCH AS REQUIRED FOR NEW FORCE MAIN. 3. MANHOLE RECEIVING FORCE MAIN AND NEXT MANHOLE SHALL BE LINED. FOR CONNECTIONS TO EXISTING MANHOLES, MANHOLE RECEIVING FORCE MAIN AND NEXT MANHOLE SHALL BE COATED OR LINED PER APPENDIX D. 4. CONTRACTOR TO COORDINATE THE PRESENCE OF UTILITIES INSPECTOR DURING CORING AND CONNECTIONS TO EXISTING MANHOLES. 0 PAC121121 SUBMITTOUTY017000LE,WL 02 04/20/2121 SUBMITTOCITY(TOCOEE,01L 02 03/240PI SUBMITTOSIBRYME) J 01112�2QI SUBMIT 01 HITE TO ORANGE COUNTY %I - CCOFE 11/16/21,21, �S!"SIJMINTNT 'fly ()r N" DATC D0011ill(IS SUBMISSIONS/RM ISIONS �Fmjcm,tmnw ____,NAVD88 JOB \0 16-114 DESIGNED BY: �Al DILWIN BY. 16, KL CHECKED BY: APPROVED BYi MDS SCALE IN FEET: NNS P�j,,ci,N;­ FINAL SUBDIVISION PLANS FOR WYNWOODPUD PHASES 1 & 2 AND MASS GRADING PLANS FOR P14ASES 3 & 4 OCOEE, FL Sh­ Tid,: STANDARD WASTEWATER DETAILS Sh—NI., C9.40 POUIGS & Bennett, LLC 2602 L. 1j, g,t— St�, 0A, d., IT, 32903 T�L 4C7,4872594 E,, B­ N.� 28567 KqM.P: J1111111198110m IIIIIIIII]FAII 1. THIS SHEET CONTAINS STANDARD DRAWINGS AND NOTES OF THE UTILITY SERVICE PROVIDER. IT MAY CONTAIN INFORMATION THAT DIFFERS FROM THAT CONTAINED IN THE PROJECT NOTES, SPECIFICATIONS AND DETAILS SHOWN ELSEWHERE IN THE PWIS. TYPICALLY THE VIC RE STRINGENT REQUIREMENTS SHALL APPLY , SUBJECT TO DETERMINATION BY THE ENGINEER AND THE UTI LITY SERVICE PROVIDER. ITE [I S SHOWN THAT MAY BE OUTSIDE OF THE DISCI PUNE OF THE CIVIUSIFFE ENGINEER ARE NOT INCLUDED IN THE ENGINEER'S CERTI FICATION, ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL APPENDIX A STANDARD DRAWINGS GENERAL GENERAL NOTES: 1. GRAVITY PIPES ENTERING WET WELL SHALL BE MADE WATERTIGHT WITH AN APPROVED RESILIENT CONNECTOR LISTED IN APPENDIX D. 2. ALL LOCATIONS WHERE PRESSURE PIPES PENETRATE THE WET WELL SHALL BE MADE WATERTIGHT WITH A WALL SLEEVE AND COMPRESSION SEAL. 3. THERE SHALL BE NO VALVES OR ELECTRICAL JUNCTION BOXES IN THE WET WELL. 4. WET WELL COVERS SHALL BE ALUMINUM WITH 316 STAINLESS STEEL HARDWARE WITH RECESSED LOCK BRACKET. WET WELL COVER SHALL HAVE"CONFINED SPACE"ETCHED OR WELDED INTO COVER. 5. ALL HARDWARE IN WET WELL SHALL BE 316 STAINLESS STEEL. 6. PUMP MANUFACTURER SUBMERGENCE REQUIREMENTS SHALL BE MET AS MINIMUM. 7. PIPE JOINTS IN THE WET WELL AND THE VALVE VAULT SHALL BE FLANGED. PIPE JOINTS FROM THE VALVE VAULT TO THE EXISTING FORCE MAIN SHALL BE RESTRAINED MECHANICAL JOINTS. 8. CHECK VALVE ARMS SHALL BE LOCATED WITH THE SAME ORIENTATION Ii.e. ALL ARMS ON THE LEFT SIDE OF VALVE). 9. REFER TO APPENDIX D FOR ADMIX, COATINGS AND LININGS. ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL APPENDIXA STANDARD DRAWINGS GENERAL D,kTE:JI,ily 16,2014 DUPLEX PUMP STATION PLAN FIGURE A402-3 1Y c" . u 'o U) 5 0 01 12" -MI IN z 0 In Cryp) 0 0 0 zo 0 z z z 0 w w w UP 0 W < 0 'd, 0 o In It w U) z ?= U, w zIn w w D w D. 0 0 0 m 10 0 z ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL APPENDIX A STANDARD DRAWINGS GENERAL DATE: Febwary 11, 2011 DUPLEX PUMP STATION FIGURE A402-1 DESIGN SPECIFICATIONS MANUFACTURER: VOLTAGE: HZ MODEL: PHASE: IMP: H.P.: DIA: Mm. MAX. SOLID SIZE (3 IN MIN): -IN SPEED: ........ RPM CURVE NUMBER: DISCHARGE SIZE: -IN SHUT OFF HEAD: FEET TDH HIGH HEAD CONDITION: GPM AT FEET TDH MINIMUM HEAD CONDITION: ...... GPM AT�_FEET TOH DESCRIPTION SYMBOL DIMENSION ELEVATION THICKNESS OF WALL A 8" (MIN) - OF WET WELL B IT (MIN) - -DIAMETER WIDTH OF BOTTOM FILLET C SEE NOTE 1 - C/L OF WET WELL TO CIL OF PIPES D SEE NOTE I - LENGTH OF PUMP ACCESS OPENING E SEE NOTE I - WIDTH OF PUMP ACCESS OPENING F SEE NOTE I - CENTER OF WET WELL TO EDGE OF HATCH G SEE NOTE I - VALVE BOX HATCH OPENING H - VALVE BOX HATCH OPENING I LIP WIDTH OF WETWELL BASE R 181(MIN) THICKNESS OF WETWELL BASE S .. 12' (MIN) TOP OF WET WELL T - FINISHED GRADE U - HIGH LEVEL ALARMS V - LAG PUMP ON W - LEAD PUMP ON / INFLUENT PIPE INVERT X - PUMPS OFF (TOP OF PUMP VOLUTE) Y - BOTTOM OF PUMP TO FLOOR OF WET WELL P STEP HEIGHT (IF REQUIRED) Q FLOOR OF WET WELL Z - NOTES. 1. PER PUMP MANUFACTURER'S REQUIREMENTS 2. DIMENSION P AND ELEVATIONS Y AND Z MUST MEET BOTH FLYGT AND ASS REQUIREMENTS. 3, ELEVATION X - ELEVATION Z � 6 FEET 4� TOP ELEVATION OF WET WELL SHALL BE A MINIMUM OF VABOVE THE 100 YEAR FLOOD ELEVATION AND THE ELEVATION OF THE CROWN OF THE ROAD. 5. SYMBOLS SHOWN IN TABLE ARE USED IN FIGURES A402-2 AND A402-L ORANGE COU NTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL APPENDIX A STANDARD DRAWINGS GENERAL 2LENGTH IS N 'rIN z PLATE ANCHORS 16' MIN I- THICK STEEL Z' MIN (TYP) BASE PLATE PLAN VIEW BASE ELBOW /- PLATE ANCHORS J6"MIN) I"MINIMUM LEVELING COURSE PUMP BOLTS TO BE WELDED TO BOTTOM SIDE OF PLATE V- W-ELL BOTTOM SLAB 6 �'Mft PENETRATION (SEE NOTE 1) SECTION VIEW IF NO STEP REQUIRED STEP TO BE STEEL, WELDED TO BASE PLATE AND SUPPLIED BY PUMP MANUFACTURER PUMP BOLTS TO HE WELDED SECTION VIEW WITH STEP NOTES: 1. PLATE ANCHORS TO BE W MIN, 314- DIAMETER, WrFH EPDXY ADHESIVE CAPSULE PROVIDING A MINIMUM EMBEDMENT DEPTH OF 6 5/8'. 2. NO EXPANSION ANCHORS ALLOWED 3. PLATE SIZE: W LARGER THAN BASE ELBOW & PUMP VOLUTE TYR. ALL AROUND. BASE PLATE SHALL BE TRIMMED TO FIT, IF REQUIRED. 4. BASE ELBOW BOLTS, PLATE ANCHORS, AND STUDS TO BE STEEL (MIN ASTIA A307 GRADE 8 AND A563). ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL APPENDIX A STANDARD DRAWINGS GENERAL 0ATF;J,Iy 15, 201,4 DUPLEX PUMP STATION SECTION FIGUREA402-2 8 5 IS 4' MIN MR L 'M % '.E ai 5 h 1 �'�T2 Eq. E 'T Q .9 L �6 § S'6 p Ni 99 E; 6. U6 n g n' Wfl'-v 8. 8 2 MT. z e ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL APPENDIXA STANDARD DRAWINGS GENERAL DAFE:JuIj i6. 2014 DUPLEX Pump STATION SITE PLAN FIGUREA402-5 6"THICK 3000 PSI CONCRETE WITH 6"X6*XW2.9XW2.9 WELDED WIRE FABRIC PUMP OUT F_ CHAIN LINK L I M N I -IT 1 INSIDE CONCRETE CURB WITH 4" FDOT 957 STONE, 4' REVEAL ALL DOE 6 MILGEOFABRIC AROUND WEED CONTROL LINER UNDER STONE ­(TYPI VALVE VAULT 3' MIN HOSE BIBB 2" GATE VALVE 11VIT'i A F1 W _MIN po 0II-Y) EXPANSION JOINTS I (Typ) WEI WELL LWITS OF -IN UTILITY SEE NOTE 4 EASEMENT I I,, MIN f C.1111I.L PANEL 16'WIDE8'-G'PANELS " (MIN 4 FT CLEARANCE SWING GATE FROM FENCE) RPZ MIN R/W __J MIN T'WATER METER M 2",1f._'-,ERSERVL]E Lccu-_LS�Y) FORCE MAIN �1,1114 V WATER SERVICE LOUC (SEE NOTE 5) 14' DF­ WAY ONLY) 1 - - _WM MANHOLE, t!EO.P. LINED FTYP) 6; _V'Ty sE�V R NOTES: 1. T IS DRAWING IS PROVIDED AS REFERENCE ONLY. DESIGN ENGINEER SHALL PROVIDE A SITE SPECIFIC DRAWING TOA SCALE OF 1'=10'. 2 FOR NON-RESIDENVAL ROADS, DISTANCE BETWEEN EDGE OF PAVEMENT AND DATE SHALL BE 20, MINIMUM. 3. PUMP STATION TRACT (INCLUDING DRIVEWAY) AND UTILITY EASEMENT SH�L BE DEDICATED TO ORANGE COUNTY UTILITIES. 4. THIS DIMENSION, AS MEASURED FROM THE CENTER OF THE WET WELL TO THE PUBLIC UTILITY EASEMENT LIMIT. SHALLBEEQU TO OR GREATER THAN THE DEPTH OF THE WET WELL. 5 CONTROL PANEL DOOR HING STO BE LOCATED ON THE SIDE OF THE PANEL FARTHEST FROM THE WELL. 6, DRIVEWAY SUBGRt,DE TO BE 8' THICK. SUBGRADE TO BE COMPACTED TO A MINIMUM DENSITY 9B% OF THE MAX DENSITY AS DETERMINED BY ASTM D1557. 7. THE BOUNDARY OF ALL NEW PUMP STATION TRACTS SHAUL BE LOCATED A MINIMUM OF 50 FEET AWAY FROM ANY SINGLE FAMILY RESIDENTIAL LOT INCLUDING TOWNHOMES. R 07/0/11011 SUBMITTO COY OFOCOLL, O.C. 1)2 H/3,/C)2I SUBMITTO CITY OF OCOFE, 0 C. It' 113/24121,11 SUBMITTOSAVAT, 1IJ1 [IT OFFSH1100RANGE, SUBMIT] 0 CITY OF OCOER N'I ROT- DF�CRIMIONS SUBMISSIONS/RJAISIONS; VERTICAILDALLIM: INAVE, 88 JOB NO: 16-114 DESIGNED BY: )AI D%%WN BY� IS, KJ_ CHECKED BY� L'a APPRICAT'D BY: NIDS SCALE IN FEET. N.T.S. I __ N;­ FINAL SUBDIVISION PLANS FOR WYNWOODPUD PHASES 1 & 2 AND MASS GRADING PLANS FOR PHASES 3 & 4 I­,d­l­: OCOEE, FL SI­t Till, STANDARD LIFT STATION DETAILS C9.50 Poulos & Bennett, LLC 2602 E', St., Ohttd, FL 32903 �1.4074872594 F�,g BI,, N. 28567 Key \bp: UTILITY PLAN DISCLAIMER 1. THIS SHEET CONTAINS STANDARD DRAWINGS AND NOTES OFTHE UTILITY SERVICE PROVIDER. I T [,JAY CONTAIN INFORMATION THAT DIFFERS FROM TH AT CONTAI NED IN THE PROJECT NOTES, SPECIFICATIONS AND DETAILS SHOWN ELSEWHERE IN THE PWIS. TYPICALLY THE MORE STRINGENT REQUIREMENTS SHALL Ap PLY, SUBJECT TO DETERMINATION BY THE ENGINEER AND THE UTILITY SERVICE PROVIDER. ITE "I S 5 HOWN THAT MAY BE OUTSIDE OF THE DISCI PONE OF THE CIVIL/SITE ENGINEER ARE NOT INCLUDED IN THE ENGINEER'S CERTI RCATION. ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL APPENDIX A STANDARD DRAWINGS GENERAL DATE: Febmary 11, 2011 DUPLEX PIPE SUPPORT AND GAUGE FIGURE A402-6 DIAPHRAGM ASSEMBLY PRESSURE SEAL WITH 114"NPT PRESSURE GAUGE CONNECTIONS (SEE SPECIFICATIONS) SS TEST TAP (1/4' PIPE). LOCATE ON LOWER DIAPHRAGM FLUSHING CONNECTION WITH TEE. 1/4"TO MATCH SEAL MATERIAL 1/4"BV MATERIAL TO MATCH PIPE MATERIAL —PIPE CONNECTION AS PER PIPE MFG RECOMMENDATION TEE GAUGE I DIAPHRAGM ASSEMBLY NEES J'NEOPRENE LINER LOCKNUT___Z 316 SS PIPE SUPPORT NTS ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL APPENDIX A STANDARD DRAWINGS GENERAL DATE: Febreary I 1, 2011 REDUCED PRESSURE BACKIFLOW PRIEVENTER, FIGURE A409- 2 INCH AND SMALLER In w w 0 o Z 0 . W In , > w w 1� z ' 0 < w 0 w zw D �O �C) Z 8 0 .0 0 < 0 w x iwx w z w < w x w w oll w :0 XVWAL w w < o < D NINXI, z w z z wo (90 z z 0 > w < z 6i z w < t� 0 w z :� z C9 1 1 cNi ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL APPENDIX A STANDARD DRAWINGS GENERAL DATE: Febwary 11, 2011 CHAIN LINK FENCE FIGURE A406 #9 GALV CLIPS Z�MAX SPACING 2' MESH FABRIC V TO CENTER (MAX) B ACK VINYL 1 J'TOP RAIL COATED 20 IT I,SCH.,YP) POST CAP STRETCHER BARS 111PE11RES 318'ROUND 12'OC T US S U _ R SBARS —2eUNEPOST SCH. 40 3' POST CORNER TUR7NIBUCKLE TENSION WIRE H.40 Sc . S 2500 Psi GRADE CONCRETE 6-T _T "12' 2" FENCE DETALL B.O. 318'ADU BOX OUT (TYR) 3"GATE(POST--\ GATE TRUSS RINGS I � GATE FRAME SCH.40 TYP) CORNE SCH. 40 PAVEM ................... 2500 PSI ENT CON . CRET ICENTER STO FINISHED GRADE 12, x 12, X 12r 12" (SEE NOTE 2) DOUBLE SWING GATE DETAIL NOTES: 1. TRUSS BARS ARE REQUIRED FOR EACH GATE SECTION AND THE FIRST SPAN ON EACH SIDE OF A CORNER POST ONLY, 2. PROVIDE CHAIN AND LOCK FOR SECURING GATE. 3, FENCING AND POSTS SHALL BE BLACK, VINYL CLAD, ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL APPENDIX A STANDARD DRAWINGS GENERAL Ixelvork AN ALARM HORN AL ALARM LIGHT ASS ALARM SILENCE BUTTON ATS ALTERNATOR TEST SWITCH CCB CONTROL CIRCUIT BREAKER DPDT DOUBLE POLE DOUBLE THROW ORB DUPLEX RECEPTACLE BREAKER ECB EMERGENCY CIRCUIT BREAKER ETM ELAPSED TIME METER F FUSE FB FUSEBLOCK RE FLASHER FEE FLOAT REGULATOR GFDR - GROUND FAULT DUPLEX RECEPTACLE GR - GENERATOR RECEPTACLE HOA - HAND -OFF -AUTO SELECTOR SWITCH MB MOTOR BREAKER MCB MAIN CIRCUIT BREAKER MS MOTOR STARTER OL OVERLOAD PIL PILOT LIGHT PM PHASE MONITOR R RELAY RL RUNNING LIGHT SCB SCADA CIRCUIT BREAKER TB TERMINAL BLOCK TTS THERMAL TERMINAL STRIP XFMR - TRANSFORMER SPD - SURGE PROTECTION DEVICE ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL APPENDIX A STANDARD DRAWINGS GENERAL DATE: Febmiry 11, 20*11 HOSE BIBB FIGURE A408 314" BRASS HOSE BIB I" X 314" 90' ELBOW ALUMINUM OR 316 ANTI -SIPHON DEVICE SS HOSE HANGER SECURETO POST WITH E� 316sS STRAPS —1* LOCKABLE CURB STOP 4"X4"PRECAST CONCRIETEPOST 1' SCH 80 PVC PIPE l"BRASS PIPE­j� I— 1- #4 REBAR PVC TO BRASS 90' ELBOW — ADAPTER ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL APPENDIX A STANDARD DRAWINGS GENERAL DATE: February 11, 2011 PUMP STATION CONTROL PANEL (24OV) FIGURE A413-1 & PLAN VIEW IIAIA PANEL CONTROLPAN > (FUTURE) B.S. PIPE CAP ETYP) METE SPD CONTROL PANEL SS DOLTS > MAIN SCADA PANEL (TYP) REAKER (FUTURE) VIEWA-A 316 S S. METER BASE SPID WITH BY-PASS 2'SCH 80 PVC 1-1/2' MIN MOUNTING BRACKET SEAL OFF - TYPE ESYR WITH PROTECTIVE CAP FROM MOTORCONDUCTOR SEE NOTE #4 CONTR CONDUIT 2' SCH 80 RIGIDALUMINUM PANEL 0" PVC (SEE NOTE #1) 3- 316 S.S, PIPE (SCH 40) CONTROL CONDUIT 2" SCH 80 PVC FINISHED GRADE 2"SCH 80 PVC SWEEP ELBOWS MINIM 2, ENCA ED IN CONCRETE SCH 80 P)lr " ­1 - 1 (12 0 TYP) INCOMING POWER FR UT CITY POINT OF SERVICE (MINIMUM . CH 80 PVC l'SCH 80 PVC TO ANTENNA POLE 5 OHM MAX, GROUND RODS (10' LONG MINIMUM, 2 EACH, 10'APART FRONT VIEW PANEL INSTALLATION NOTES: I . PUMP MOTOR CONDUIT SHALL BE SIZE TO ACCOMODATE 40% CONDUIT FILL. MINIMUM CONDUIT SIZE TO BE 2" SCH 80 PVC. 2. POWER SUPPLY SHALL BE UNDERGROUND ON THE LIFT STATION SITE AND SHALL BE 3-PHASE, FROM A 3-PHASE SOURCE ONLY. 100 AMP SERVICE MINIMUM. 3. AN ELECTRICAL GROUNDING SYSTEM SHALL BE INSTALLED AS PER THE NATIONAL ELECTRICAL CODE, LOCAL CODES AND ORDINANCES, AN UNDERGROUND PERIMETER CABLE GROUNDING SYSTEM SHALL 13E INSTALLED WITH CONNECTIONS TO AT LEAST WET WELL COVER, VALVE VAULT COVER, CONTROL PANELS, GENERATOR, UTILITY COMPANY TRANSFORMER, MANUAL DISCONNECT SWITCH AND METAL FENCE. REFER TO GROUNDING DETAILS. 4 r TH z STATION NAME, UTILITIES I.D. NUMBER AND ADDRESS SHALL BE AFFIXED TO THE FRONT OF THE METERCABINET. 5� ALL MOUNTING HARDWARE & BRACKETS AND ELECTRICAL ENCLOSURES SHALL BE 316 STAINLESS STEEL. 6. ON A 4-WIRE, DELTA SYSTEM, THE HIGH -LEG SHALL BE IDENTIFIED WITH ORANGE COLOR TAPE AT ALL CONNECTION POINTS AND SHALL BE LOCATED ON rHE'B" PHASE AT THE LINE SIDE OF THE MAIN DISCONNECT. 7, THESCADA PANEL IS TO SHOWN FOR INFORMATION ONLY AND WILL BE INSTALLED IN THE FUTURE (BY OTHERS). 03 01/tye2l)21 SUBMIT To CON OF OCOLI, OC Rl TVPV2(L)[ SUBMIT 10 CITY OF OCOEE, O.C. 112 _113/24/2'Lll SUB.\IITTOSJMVND "I 0/12/�Ql IUIIUI OTHTE10ORANGE COUNTY "1 11/[6/2'20 S ��SBI�NIITTO CLOY OF OCOFF. �[D NO D.kTE DESICRINIUM, S VTIUICAL DATUM: NAVD88 JOB NO, 16-114 DESIGNED BY: )AI DRAWN BY: 16, KL CIEEC=D BY: _IAL APIIRO\T,DlIY. MDS SCALE IN FEET: N.T.S. PP,j... N­ FINAL SUBDIVISION PLANS FOR WYNWOODPUD PHASES 1 & 2 AND MASS GRADING PLANS FOR P14ASES 3 & 4 1.6"hcn— OCOEE, FL She,, Title: STANDARD LIFT STATION DETAILS C9.51 Poulos & Bennett, LLC 26102 E St�, 0�6�,d, 11, 32803 TH 074872594 F�g, B­ N., 28567 UTILITY PLAN D15CLAIMER 1. THIS Sid PET CONTAINS STANDARD DRAWINGS AND NOTES OFTHE UTILITY SERVICE PROVIDER. IT MAY CONTAIN INFORMATION THAT DIFFERS FRO M THAT CONTAINED IN THE PROJECT NOTE S ' SPECIFICATIONS AND DETAILS SHOWN ELSEWHERE IN THE PLANS. TYPICALLY THE MORE STRINGENT REQUIREMENTS SHALL APPLY, SUBJECT TO DETERMINATION BY THE ENGINEER AND THE UTf LITY SERVICE PROVIDER. ITE M SS HOWN THAT MAY BE OUTSIDE OF THE DISCIPLINE OF THE CIVIL/SITE ENGINEER ARE NOT INCLUDED IN THE ENGINEER'S CE RU F[CATION. ORANGECO NTYUTIUTIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL APPENDIXA STANDARD DRAWINGS GENERA DATE: February 11, 2011 PUMP STATION CONTROL PANEL (24OV) FIGURE A413-2 REAR VIEW PANEL & SEAL -OFF CONTROL MOUNTING HEIGHTS PANEL PANEL DIST'X' DIST�Y' HEIGHT SCADA 39, 3V 42* 48' 30* 24" 15, 1 2: NOTE7 "'" 24' IT FOR PMELS 1409T�LISTED A�DEJU MOLIVING HEIGWS ACCORDINGLY 24"MI STUB SEAL OFF TYPE ESYR GRADE — SWEEP ELBOWS INCOMJNG POWER FROM MINIMUM 2'SCH 80 PVC T OF SERVICE UTILTY DIN (MINZpM 2- SCH 80 PVC) 1"SCH. 80 PVC CONDUIT FOR FUTURE PRESSURE TRANSDUCER REAR VIEW NTS PANEL INSTALLATION NOTES: 1 . PUMP MOTOR CONDUIT SHALL BE SIZE TO ACCOMODATE 40% CONDUIT FILL. MINIMUM CONDUIT SIZE TO BE 2" SCH 80 PVC� 2. POWER SUPPLY SHALL BE UNDERGROUND ON THE LIFT STATION SITE AND SHALL HE 3-PHASE, FROM A 3-PHASE SOURCE ONLY. 100 AMP SERVICE MINIMUM. 3. AN ELECTRICAL GROUNDING SYSTEM SHALL BE INSTALLED AS PER THE NATIONAL ELECTRICAL CODE, LOCAL CODES AND ORDINANCES. AN UNDERGROUND PERIMETER CABLE GROUNDING SYSTEM SHALL BE INSTALLED WITH CONNECTIONS TO AT LEAST WET WELL COVER, VALVE VAULT COVER, CONTROL PANELS, GENERATOR, UTILITY COMPANY TRANSFORMER, MANUAL DISCONNECT SWITCH, AND METAL FENCE. REFER TO GROUNDING DETAILS. 4. THE STATION NAME, UTILITIES ID NUMBER, AND ADDRESS SHALL BE AFFIXED TO THE FRONT OF THE METER CABINET. 5. ALL MOUNTING HARDWARE AND BRACKETS AND ELECTRICAL ENCLOSURES SHALL BE 316 STAINLESS STEEL. 6. ON A 4-WIRE, DELTA SYSTEM, THE HIGH -LEG SHALL BE IDENTIFIED WITH ORANGE COLOR TAPE AT ALL CONNECTION POINTS AND SHALL BE LOCATED ON THE"B" PHASE AT THE LINE SIDE OF THE MAIN DISCONNECT. T THE SCADA PANEL IS TO SHOWN FOR INFORMATION ONLY AND WILL BE INSTALLED IN THE FUTURE (BY OTHERS), ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL APPENDIX A STANDARD DRAWINGS GENERA MAIN SERVICE DISCONNECT/ SERVICE FROM CIRCUITEBREAKER METER BOX CONNECT TO FEEDER WIRES WITH SPLIT BOLT CONNECTORS.MAKE LEADS AS SHORTAS POSSIBLE NEMA4X SPD UNIT W / INTERNAL OVERLOAD !PROTECTION TOPUMP CONTROL PANEL MAIN " MYERS EIR.rR HUB r�!PD ELEVATION Ins ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL _DATE.'Febmary 11, 2011 DUPLEX PUMP CONTROL SCHEMATIC (240V) FIGURE A414 ]AC8 T5 MBI IASI cL MV 3ja um LIE R—PTAI3 SUPPLEMENI'a PROTEUION — B—BER P! I S,,S TFST H#2A — III MS2 CL 4 .Ft Ais m R4S iI ass A� = Al I A3 A4 AS. "5 DPDT FB2 AAMP R5 I L12--�F7SVA s AIAP 24V XMIR LIVEL Al -IT, HF".Q IS �W_ F_ t4.P.T FR3 IS) _AG (6L In DFDT 4 1 �21 P& F� (3) LEA. 4) �2 �_I.T PLA F X__ I _Z� ORANGECQ NTYUTIUTIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL APPENDIX A STANDARD DRAWINGS GENERAL DATE Febmary 11, 2011 COVER AND DOOR GROUNDING FIGURE A419-2 METAL ACCESS COVER GROUND SS CLAMP, BOLT TO COVER 1/8'THICK X I"WIDE MULTI -STRAND TINNED TO GROUND COPPER BRAD GRID/COUNTERPOISE ILENGTH AS REQUIRED) GROUND CLAMP, BOLT TO FRAME 314" PVC CONDUIT 94 AWG TINN D V-0"LONG COPPER GRO BIDING (SEE NOTE 2) CONDUCTOR NOTES: I . ON COVERS WITH MULTIPLE DOORS, PROVIDE BRAID FROM FRAME TO DOOR ON EACH DOOR PROVIDE WATERPROOF CAULKING WHERE GROUND CABLE AND CONDUIT PENETRATES WETWELL TO PREVENT INTRUSION OF GROUNDWATER AND ESCAPE OF VAPORS FROM WETWELL. Z �NSTALL GROUND WIRE SO THAT IT WILL NOT CROSS CLEAR OPENING OR PREVENT OR MPEDE NORMAL METHOD OF REMOVING FLOATS OR PUMPS. ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL APPENDIX A STANDARD DRAWINGS GENERA DATE: Febwary 11, 2011 DUPLEX CONTROL PANEL ENCLOSURE FIGURE A417 DEAD FRONT LAYOUT MOUNTING BRACKET 0 PP� Ll PL2 PL3 PL4 MECHANICALLY INTERLOCKED R 'C EPTACLE RLI RL2 gia o MCB ECB 0 ETMI ETM2 w (D 0 HOA HOA (1) (1) JIL�j AAH POCKE1 ATS ASB Or o M81 M82 x 3— PAD LOCK Ce GFDR BRACKET DOOR MOUNTING —V DOOR STOP BRACKETS WITH LOCK FORDEAD FRONT. NOTES: 1. DEADFRONT LAYOUT NEMA TYPE SIR SS ENCLOSURE WICONTINUOUS HINGE, ALL HARDWARE TYPE 316 SS TYPICAL, ACTUAL LAYOUT MAY VARY WITH HORSEPOWER. 2. THIS CONTROL PANEL, INCLUDING THE GENERATOR RECEPTACLE, COMPLIES WITH THE STANDARD LIST OF COMPONENTS REQUIRED BY UTILITIES. 3. ALL CONTROL WIRE TO BE #14 AWG MINIMUM. 4. CONTROL PANEL SHALL BE UL LISTED AND LABELED. 5. 30 SPARE TERMINALS (TB2). 6. PHASE MONITOR CIRCUIT BREAKER TO BE SEIMENS P/N: MSP10G, OR SQ-D PIN: MG24532. ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL APPENDIX A STANDARD DRAWINGS GENERA DATE: Febmary 11, 2011 GROUND TEST WELL FIGURE A419-3 BROOKS PRODUCTS 10* X 17"SERIES 36 PRE -CAST PULL BOX, OR EQUAL E CONCRETE 3" HIGH LETTERS CAST IN COVER GROUND TEST WELL LIFTING HOLE RECESSED PASTIRONCOVER HOLD DOWN (TYP) DRILL 1, TAP—\ FINISHED GRADE 94 AING TWIN`E­�"' COPP RGROUNDIN CONDUCTOR, PROVIDE 36" SLACK v - - ------------ E2' GRAVEL MECHANICAL CONNECTION 0 No. 2/0 AWG TINNED COPPER GROUNDING CONDUCTORTO ___�—GROUND COUNTERPOISE ROD U3 0/09/Ml SUMIITTOCITYOFOCOLI�O.C. 1)2 0/2f,/M[ SLrB1IITIc,0TY0FGC0�F,,0.0 112 10/24/2111 SUBMITTOSBIMID "1 ",/,2/2,-,, S,UcB`NY`FrSN"- ORANGE 19) 1/100 S '�JLSBJN�1�1170CFIYOFOCOFF. I'D SO B IIT, DF-TNMI.NS SUBMISSIONS/REVISIONS VERTICAL DATUM: NAVD88 JOB NO: 16-114 DFSIGNEDBY: JAI I)Plk\N,-,\, BY RS, KL CHECKED BY: IYl APPRONTI) BY: MDS H(�\LE IN FEET N.T.S. P�j,,t N­ FINAL SUBDIVISION PLANS FOR WYNWOODPUD PHASES 1 & 2 AND MASS GRADING PLANS FOR P14ASES 3 & 4 1-6cti— OCOEE, FL sh""rifl': STANDARD LIFr STATION DETAILS Sh— N., C9.52 Poulos & Bennett, LLC 2W2 E. IJ, mg-. St, 0 h I., FL 3280 F,, B­ N.. 28567 ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL APPENDIX A STANDARD DRAWINGS GENERA DATE: February 11, 2011 FENCE POST GROUNDING FIGURE A419-4 (TYPICAL) GATE POST GATE PIPE BRAID CLAMP (TYP) 1/8" THICK X 1'WIDE X 12" LO i LONG MULTISTRAND TINNED COPPER BRAID FENCE RAIL POST GROUNDING CLAMP FINISHED GRADE if7_ NO. 2JO TINNED COPPER TO . TATION GROUNDING C.UNITFpRSOISE CONDUCTOR— PERIMETER GROUNDLOOP UTILITY PLAN DISCLAIMER 1. TH I S SHEET CONTAINS STANDARD DRAWINGS AND NOTES OF THE UTILITY SERVICE PROVIDER. IT MAY CONTAIN INFORMATION THAT DIFFERS FROM THAT CONTAINED IN THE PROJECT NOTES, SPECIFICATIONS AND DETAILS SHOWN ELSEWHERE IN THE PLANS. TYPICALLY THE MORE STRINGENT REQUIREMENTS SHALL Ap PLY, SUBJECT TO DETERMINATION BY THE ENGINEER AND THE UTILITY SERVICE PROVIDER. ITEM S S HOWN THAT MAY BE OUTSIDE OF THE DISCIPLINE OF THE CIVIL/SITE ENGINEER ARE NOT �NCJLUDED IN THE ENGINEER'S CERT FtCATION. ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL DATE: F.b..,y 11, 2011 SCADA PRESSURE SENSOR FIGURE A420 WATER SERVICE 1"X 3/4" 0' ELBOW /�CIONCRETE 314"" HOSE BIB POST -100 PSIG ANTI -SIPHON PRESSURE GAUGE DEVICE- 1/4""TEE" 1"TO 1/4" REDUCER PRESSURE TRANSDUCER - WINTERS PTP100 OR EQUAL 1' LOCKABLE 4-20 ma OUTPUT 0-100 PSI BALL VALVE RANGE (BRASS)— -2-418 TSP (I PR 12VOC, 1 PR- 4-20 MA SIGNAL) SEALING FITTING :L13 ..... PVC TO SCADA PANEL SECURE PIPE TO POST ----3/4" WITH SS STRAPS(TYP) CON DUIT TO P I PE ',',--SECURE WITH SS STRAPS(TYP) 1"SCH 0 VC �;�iGALV EL 2� PIPE PIPE O�ALV PVC TC S ' 'A T_ TEELAIDAPTER �7 90'ELBOW SCADA CABINET \�__TO —ONE #4 REBAR 113 07/1019/2021 SUBMITTO CITY OFOCOLE,I)f- 112 10,�IJA121 SUITNUH 10 Crrf OF OCOLE, O.C. (U 03124/20 SUBMITTOSIM��41) SHT OFFSET To ORANG F Col J 01112,Mt SU'11M), (11 1IMN2,01 'I"'ITIT To UTY OF OCOF F. MINID D'a" LE,mmm, SUBMISSIONS/RE�ISIONS VERI ICAL DATUM: NAVE, 88 JOB NO: 16-114 DESIGNED BY: DRA�VNBY: RS, KL __GIFCkFD BY j \1 "Y MDS SC TE IN FELT N.T.S. P�j­ N,­: FINAL SUBDIVISION PLANS FOR WYNWOODPUD PHASES 1 & 2 AND MASS GRADING PLANS FOR PHASES 3 & 4 jun,,h,w,n: OCOEE, FL Sh— Tid,: STANDARD LIFT STATION DETAILS Si .. t N.� C9.53 Poulos & Bennett, L.LC 2602 E, Lmi,�pt­ St�, 0,1.,d., F]. 32803 T�1,407.4872i94 —p—I �.db'_"L­ fi�, B­ N. 28567 ,xYMUP OTE-11-TO A.- -.11Y PLMP .11FE -,I P., -m-TAULN 'IT FIUUCICI I - c."N" F, HE, HAIINIB IS- __L ..-PI-PI-ORE.- 11 P, E,) _: FG1_vR FIRC RAIF­ P.-F ITAUIENICBG IAFIE FI, 1. --t-IOB `. GLAR I FC,1 'A I I %E .. m x "".TEG A -B, TUI TE7) I III IAI I I IG". E J, FRAT I UIFEE III ICT IRETE-TIOUFFEL-11T T`P`UF`LU1� �YBE'NR VAFAEVAIFT U.-NE"L R-Ev P"'.- I.OFUN III IF OIR MTI_ II-EF-w ��I EB LCUTT CUTT CTRUTMI-IF -1, 46 R OIL C-) C, u 1. Ek IT PIMP INALL BE FITTELVVITH 6 FEET I-) IFTYPE 316 SS ­- CRAIG ATTACHED TO THE LIFULG MEGRARGIIA ANDAIR-FT RATED IO'BE CABLE FROVI­ SET -I FILE CABLE HOLIFER AID THE CHAIN, 1 2 VIALL SITE- AND WM PREI-I 5EALS BHALL BE COMPATIBLE OTTH LINER m 3, IF P­ N, LEVER OPERAT D IF ­4 IN -EEL OPERATED, > , ELEVATOR A - PLEVATIOT I F 15 ­. 5 ACIA OFF FLEVATICC TO BEPER MANUFACTIGER NIHIMUMSUBMERIENCC 6 BE EF�tIREA4D2-lFQRDESCR�PTI�iSCFDII�EISI�NSYI�,B�LS, 11 TMIN G (TYP) H �qz c m CUT OUTLINE OF ACCESS 12"MIN 0 OF N E ING 12'MIN" CABLE —F— WAL SLEEVE AND H 0 EDER COMPRESSION SEAL TO THE FUTURE �_,.SCH 80 ONG CONDUIT SCADA PANEL I"`�EEE ER o FIGURE A4­i FOR D-CIPTIOUS OF DINIEFSTOR SYNNIFTE, OR41GE CO LITY UTILITIES STANDARDS AND CNISTRUCTION SPECIFICATIONS MARUAL APPENDIXA STANDARD DRAWINGS GENERAL DATE F­Fq 11, 2011 HOSE BIBB FIGURE A408 3/4" BRASS HOSE BIB V A S/4" 90* ELBOW ALUMINUM OR 316 ANTI -SIPHON DEVICE SS HOSE HANGER SECURE TO POST WITH 316 S S T'LLOCKABLE CURB STOP STRAPS 4'X4" PRECAST CONCRETE POST 1" RICH 80 PVC PIPE S -1-#4 REBAR PVC TO BRASS� 90, ADAPTER wo >z. o I o z ORANGE COUNTY UTILITIES STAUDARDS AND CONSTRUCTION SPECIFICATIO14S MANUAL APPENDIXA STANDARD DRAWINGS GENERP DATE FEEmIry 11, 2011 REDUCED PRESSURE BACULOW PREVENTER, 2 INCH AND SMALLER FIGUREA409 IC IT NU 0 C, IT w G, z 2 0 < UH < (D L, IT IN < UN 2 1 U, I z g 0 N_ xvvl,gF a, ;� I I < 0 NIN IN U, > IN IT 0 , t� < w IT HT G, T qz 1 z LL 0 R, < � "5 I_ 8 - C� ORANGE CC THY UTILITIES STAIIDARDSAriDCOtISTRUCTt011�PE�IFI�ATION�,�AAIIUAL APPENDUKA STANDARD DRAWINGS GENERAL DATE FU1,—y L2911 PUMP STATION GENERAL NOTES FIGUREA401 GENERAL NOTES 1. C TY PIPES ENTERING WET WELL SEALL BE MADE WATERTIGHT WITH AN APPROVED RESILIENT CONNECTOR LISTED IN APPENDIX 0. 2. ALL LOCATIONS WHERE PRESSURE PIPES PENETRATE THE WET WELL SHALL BE MADE 3. THERE SHALL BE NO VALVES OR ELECTRICAL JUNCTION BOXES IN THE WET WELL, 4. WET WELL COVERS SHALL BE ALUMINUM WITH 316 STAINLESS STEEL HARDWARE WITH RECESSED LOCK BRACKET. WET WELL COVER SHALL HAVE 'CONFINED SPACE" ETCHED OR WELDED INTO COVER. 5. ALL HARDWARE IN WET WELL SHALL BE 316 STAINLESS STEEL. 6. PUMP MANUFACTURER SUBMERGENCE REQUIREMENTS SHALL BE MET AS MINIMUM. 7. PIPE JOINTS IN THE WET WELL AND THE VALVE VAULT SHALL BE RANGED. PIPE JOINTS FROM THE VALVE VAULT TO THE EXISTING FORCE IVAN SHALL HE RESTRAINED MECHANICAL JOINTS, B. CHECK VAL E ARMS SHALL HE LOCATED WITH THE SAME ORIENTATION (LI,. ALL ARMS BIT THE LEFT SIDE OF VALVE). 9. REFER TO APPENDIX D FOR ADMIX, COATINGS AND LININGS. ORANGE CO NTY UTILITIES STANDARDS ANDCONSTRUCTION SPECIFICATIONS MAVUAL APPENDIXA STANDARD DRAWINGS GENERAL DUPLEX PUMP STATION FIGURE A402-1 DESIGN SPECIFICATIONS MANUFACTURER: SULZER VOLTAGE: 60 Hz MODEL XFPIDOGCB1 PHASE: 3 MRCONTRABLOCK PLUS. 1 VANE H,P,: 22.5 DIA, 11 IN. MAX, SOLID SIZE IS IN MINT: 3.94 IN CURVE LUMBER -4 SHUT OFF HEAD: 126 FEET TDH HIGH HEAD CONDITION: 313 GPMAT120.IFEETTDH MINIMUM HEAD CONDITION: 433 GPMAT114.1FEETTDH NOTES I ' PER PUMP MANUFACTURERS REQUIREMENTS 2 DIMENSION P AND ELEVATIONS Y AND Z MUST MEET 130TH SULZER REQUIREMENTS. 3� ELEVATION X - ELEVATION Z � 5 FEET 4 To P ELEVATION OF WET WELL SHALL BE A MINIMUM OF VABOVE THE 100 YEAR FLOOD ELEVATION AND THE ELEVATION OF THE CROWN OF THE ROAD. 5. SYMBOLS SHOWN IN TABLE ARE USED IN FIGURES A402-2 AND A402-3. 18, - 10,1 PV c _D B'..y C I B XI"TE1 @ 2,87,1 'E", EF LINE 81, PVC WM :�::�R � A3 BIN —Sw 2" POLY WATER SERVICE 2" WATER METER 100YR/24HR PEAK ROW STAGE - 67.6 RPZ — DESCRIPTION SYMBOL DIMENSION ELEVATION THICKNESS OF WALL A DIAMETER OF WET WELL B VVIDTH OF BOTTOM FILLET C SEE NOTE 1 CIL OF WET WELL TO C/L OF PIPES D SEE NOTE 1 — LENGTH OF PUMP ACCESS OPENING E SEE NOTE 1 — WIDTH OF PUMP ACCESS OPENING F SEE NOTE 1 — CENTER OF WET WELL TO EDGE OF HATCH IS SEE NOTE 1 — VALVE BOX HATCH OPENING H 111. — V ALV E BOX HATCH OPENING I — UP WIDTH OF WE WELL BASE R 2' THICKNESS OF VVETWELL BASE S 12' — TOP OF WET WELL T M 172" 1 — 69.50 FINISHED GRADE U — 69.50 HIGH LEVEL ALARMS V — 56.00 LAG PUMP ON W 55.60 LEAD PUMP ON / INFLUENT PIPE INVERT A. — 55.00 PUMPS OFF (TOP OF PUMP VOLUTE) Y — 11 . HE BOTTOM OF PUMP TO FLOOR OF WET WELL P S S, STEP HEIGHT JF RE.1IRED) rl' �2 FLOOR OF WET WELL RIGHT,01 AWAY--E-- 11 B�- 2-B'SWING GATES 113 07/10/21021 SUBMIFF TO CITY OF OCOU� (L.C. IS 91211IN21 SUBMIT 70 CM OF OCOLF, Ok, Q 03CA/DS1 SUBNGTTO�lRnfl) 1 11112121,21 SUBMUTO ISITETOOKINGE COUNIT 91 H/t6/210 K�1��BJXM�1��TO CITY 017 OCOFF, 'D DATE: DESOUPTIONG SUMUSSIONS/lUB ISIONS VERILICAL DMCGH: INAVD 88 JOB NO: 16�114 DESIGNED 13Y JAI DRA\NN BY. RS, KL CHFCKED BY: w APPROVED BY: MDS SCALE IN FEET: Praj— N.,.,: FINAL SUBDIVISION PLANS FOR WYNWOODPUD PHASES 1 & 2 AND MASS GRADING PLANS FOR PHASES 3 & 4 J.."buti.N. OCOEE, FL Sh—jal': LIFT STATION SITE PLAN Sh— N., C9.60 S­I. v i,� .7 E) Bib Poulos & Bennett, LLC '602 E. IT, mgt­ St., 0,1-d, FL 3280 r,L 407 487,2594 p—L—IIII—I,11 �g 13,­ N.� 23567