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Item #15 Arden Park North Phase 3A & Amenity Center Preliminary/Final Subdivision Plan (PSP/FSP); Case Number: LS-2017-002 OCOUP llo rida AGENDA ITEM STAFF REPORT Meeting Date: September 19, 2017 Item # /5_ Reviewed By: Contact Name: Michael Rumer Department Director: Contact Number: 407-905-3100/1018 City Manager: /11/‘# * Subject: Arden Park North Phase 3A and Amenity Center Preliminary/Final Subdivision Plan - Project# LS-2017-002 Commission District#4—Joel F. Keller Background/Summary: The Arden Park PUD (Planned Unit Development) was originally approved by the City Commission on November 21, 2006, and Amended on February 19, 2013. Arden Park North consists of the northern phases (2-6) of the PUD. Arden Park North is identified as parcel ID number 04-22-28-0000-00-001 (9421 Clarcona- Ocoee Road) located on the north side of Clarcona-Ocoee Road and situated between Hobson Road and Ingram Road. Arden Park North is approximately 308 acres of which 54.44 acres are identified as wetlands/Lake Sims. Arden Park North Phase 3A includes 27 single-family lots and the amenity center for the Northern subdivisions The subject site is currently undeveloped with mostly planted pine trees, wetlands and 100-year floodplain areas. The Future Land Use Map designates the property as "Low Density Residential", with an area around Lake Sims designated as "Conservation/Floodplains". The table below references the future land uses, zoning classifications and existing land uses of the surrounding parcel: Direction JPA Future Land Use Jurisdiction/Zoning Existing Land Use Classification North Low Density Residential, City of Ocoee/Planned Undeveloped northern Phases of the Conservation/Floodplains Unit Development"PUD" Arden Park PUD/Lake Sims East Low Density Residential City of Ocoee/Planned Vacant Undeveloped Properties Unit Development"PUD" (Oak Trail Reserve PUD) South Low Density Residential City of Ocoee/Planned Phase 1 of the Arden Park PUD Unit Development"PUD" (Arden Park South) West Low Density Residential Orange County/ Single-Family Residential/ Agriculture"A-1" Assisted Living Facility(Joan's Villa) The Arden Park North Phase 3A Preliminary/Final Subdivision Plan (PSP/FSP) is consistent with the Comprehensive Plan, the Land Development Code (LDC), and the requirements of the Arden Park PUD. DISCUSSION: The Arden Park North Phase 3A PSP/FSP is a residential subdivision that proposes a total of 27 single-family residential lots. The minimum residential lot standards are (10) 55 feet by 120 feet and (17) 75 feet by 120 feet. All corner lots in the development lots will be required to maintain a 20 foot setback from the side streets. All streets in Arden Park North will be private, with the road network contained in tracts that will be owned and maintained by the homeowner's association. Phase 3A of the Arden Park North will have one main access point until the later phases develop. The main access point will be located on the southern portion of the property that is adjacent to Clarcona-Ocoee Road. Accordingly, this access point will line up with the main access point of the existing Arden Park South (Arden Park PUD Phase 1) subdivision. The Arden Park North Phase 3A PSP/FSP proposes a 6' high cementitious (or precast) wall system with a pedestrian access and associated buffer plantings along the portions of the development that front Ingram Road. The wall will be provided in tracts that will be owned and maintained by the homeowner's association. The Arden Park North Phase 3A PSP/FSP proposes to construct the main amenity for the northern phases of the development. The amenity is a pool and clubhouse room. The wetland area limits and buffers shown are in accordance with the approved SJRWMD (St. Johns River Water Management District) wetlands limits. The Applicant/Developer has worked with SJRWMD to have an approved master mitigation plan for Arden Park North. The mitigation plan is comprised of 51.17 acres of on- site wetland enhancement and 4.6 acres of upland buffer enhancement. The wetlands and upland buffers will be preserved via a conservation easement dedicated to the City of Ocoee and SJRWMD. It should be mentioned that there are a couple of small wetland areas (3.3 acres) that's programed to be impacted. Accordingly, a 25-foot upland buffer will be provided adjacent to all wetland areas and 100-year floodplains located on the property. It should be noted that a certain small portion of the floodplain buffer narrows to +/-16 feet but the overall average buffer width will be 90 feet. Moreover, no residential home lots will be on the 100- year floodplains. The Applicant has proposed an onsite mitigation program which includes providing an enhancement plan for the wetland and floodplain areas around Lake Sims. An assessment of this area indicates areas of invasive/exotic vegetation within the wetland and floodplain areas of the lake. This plan details the removal of all invasive vegetation, and details replacement of such vegetation types. A maintenance program is proposed for the enhanced wetland and floodplain areas to ensure that these areas are free from invasive/exotic vegetation. Potable water and sewer services will be provided by Orange County. The City of Ocoee will provide solid waste services, reuse water, police and fire protection. Finally, the Applicant has requested no Waivers from the Land Development Code for this project phase. Issue: Should the Honorable Mayor and City Commission approve the Preliminary/Final Subdivision Plan for Arden Park North Phase 3A and Amenity Center? Development Review Committee Recommendation: The Development Review Committee (DRC) met on July 27, 2017, and reviewed the Preliminary/Final Subdivision Plan for Arden Park North Phase 3A. The DRC voted unanimously to recommend approval of the Preliminary/Final Subdivision Plan, subject to the resolution any remaining staff comments. Planning & Zoning Commission Recommendation: The Planning and Zoning Commission reviewed the proposed Preliminary/Final Subdivision Plan for Arden Park North Phase 3A on August 8, 2017. City Staff presented a brief summary and overview of the requested Preliminary/Final Subdivision Plan. After finishing its deliberations, the Planning & Zoning Commission voted unanimously to recommend approval of the Preliminary/Final Subdivision Plan, subject to resolving any remaining staff comments before the City Commission meeting. Staff Recommendation: Based on the recommendation of the DRC and Planning & Zoning Commission, Staff recommends that the City Commission approval of the Preliminary/Final Subdivision Plan for Arden Park North Phase 3A. Attachments: Location Map; Aerial Map; Preliminary/Final Subdivision Plan for Arden Park North Phase 3A and Amenity Center. Financial Impact: None. Type of Item : (please mark with an `x) 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. X N/A Reviewed by ( ) N/A Location Map Arden Park Phase 3A & 3B •• — - � DDD v 1 1 asv — Illiill -r- iiliD • • 0 c— 1 D • E TROUT LAKE L j IAMIED STRE :: i 0.: 1 .'/ D LAKE SIMS — 41M6- 0 fillli lwat: Wini1110— A Nil 4 _- f 11liiiiiiiAL7L1iN � <<;�ii► 0 Eiiliiiii ' i4i 46, = 7��.._= 1 H , ' 1111��10 011 1110 0;. Ihr■='•�� 111111111/�� „Vit 44 S� 4 AM? , *011111111111111 AI Eirj-A\ ' ,II, no - ril.■ ■ 4 �I• IIIh�M�� = imakim, :fp al J ■A oo .. ' j IDT Ir a) 1 1 L t - - - iv _ LAKE MEADOW 0 . . 11/1a/Li5. 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C Q) 5t iI Je c� ` �} Drawing Index Civil C01 COVER SHEET CO2-CO3 GENERAL NOTES C04 CONDITIONS OF APPROVAL 005 EXIST NG CONDITIONS C06 STORMWATER POLLUTION PREVENTION PLAN C07 STORMWATER POLLUTON PREVENT ON NOTES C08 MASTER SITE PLAN C09 OVERALL SITE PLAN C10 AMENITY SITE PLAN C11 AMENITY GRADING & UTILITY PLAN C12 GEOMETRY PLAN C13 GRADING PLAN QC13A YARD DRAIN PLAN C14 POND PLAN & DETAILS C15 UTILITY PLAN C16 WATER ASSET PLAN C17 -C18 WATER ASSET TABLES . C19 SANITARY ASSET PLAN C20 -C21 SANITARY ASSET TABLES C22 RECLA MED WATER ASSET PLAN C23 -C24 RECLAIMED WATER ASSET TABLES C25 -C27 PLAN & PROFILES C28 PUMP PLAN & DETAIL C29 SIGNAGE & STRIPING PLAN C30 -C31 TYPICAL SECTIONS & DETAILS C32 ORANGE COUNTY WATER DETAILS C33 ORANGE COUNTY SANITARY SEWER DETAILS C34 CITY OF OCOEE RECLAIMED WATER DETAILS LEGAL DESCRIPTION: PARCELS I AND 2 AND PARCELS A AND B ARE ALSO DESCRIBED AS FOLLOWS NORTH PARCEL A portion of the Southeast X of Section 32, Township 21 South, Range 28 East, a portion of the Southwest k of Section 33, Township 21 South, Range 28 East, and a portion of the Northwest of Section 4, Township 22 South, Range 28 East, Orange County, Florida, being more particularly described as follows: COMMENCING at the North % corner of Section 4 , Township 22 South, Range 28 East, Orange County, Florida; thence run South 89'3254"West, along the North line of the Northwest 14 of said Section 4, for a distance of 5.37 feet to a point on the West pavement line of Hobson Read, also being the POINT OF BEGINNING. Thence departing said North line, run along the West pavement line of Hobson Road the following courses and distances: run South 00',3627 t, along said West pavement line, for a distance of 97.05 feet; thence run South 00'0253"Eost, along said West pavement line, for a distance of 109.92 feet; thence South 001373"West, along said West pavement line, for a distance of 49.38 feet to a point on the East line of the Northwest X of said Section 4; thence run South 5 f a oin on the Norther! right of way line of West Orange , along said East line, fora distance of 33 re est to p t y g y West Orange Trail, and the Easterly extension thereof, as recorded in Official Records Book 9613, Page 3340 of the Public Records of Orange County, Florida, said point also being a point on a curve, concave Northwesterly, having a radius of 2490.00 feet, a chord bearing of South 75'2273'West, and a chord distance of 1241.34 feet; thence run Southwesterly along the are of said curve, and said Northerly right of way line, through a central angle of 28'2233' for an are distance of 1254.57 feel to the point of tangency, thence run South 89'4836"West, along said Northerly right of way line, for a distance of 716.49 feet to the point of curvature of a curve, concave Southeasterly, having a radius of 1701.20 feet, a chord bearing of South 76'5703"West and a chord distance of 757.23 feet; thence rurt Southwesterly along said curve, and 'd Northerly right of way line, through a entrel angle of 25'4307"far a arc distance of 763.63 feel; thence departing said curve, run North 88'45 D8"Wesi, along said Northerly right of way line, for a distance of 20.58 feet to a point on the West line of the Northwest K of said Section 4; thence departing said Northerly right of way line, run North 02'32'49"East for a distance of 1057.99 feet to the Northwest corner of said Section 4; thence departing said West line, run North 85'3422'West, along the South line of the Southeast X of Section 32, Township 21 South, Range 28 East, far a distance of 1299.85 feet to a point on the East pavement line of Ingram Road, said point also being a point on o non -tangent curve, concave Easterly having a radius of 270.73 feet, a chord bearing of North 11'2701"West and a chord distance of 154.28 feet; thence run Northerly along the arc of said wrve, and said East pavement line. through a central angle of 33'06'32'for an r distance of 156.45 feet; thence run North 00'0622"West, along said East pavement line, for a distance of 124.71 feet; thence run North 00'1978 -East, clang said East pavement line, for a distance of 100.28 feet; thence run North 00'3327"East, along said East pavement line, for a distance of 195.08 feet; thence run North 001246"West, along said East pavement line, for a distance of 92.97 feet; thence run North 011404'East, along sold East pavement line, for a distance of 93.06 feet; thence run North 00'0373'Wesl, along said East pavement Ilne, for a distance of 101.58 feet; thence run North 00'3307'East I along line, ' ante of 100.77 feel; thence run North 00'4704"East along said East pavement said East pavement far a distline, far a distance of 99.45 feet; thence run North 00'1657'West, along said East Pavement line, for a distance of 102.40 fast; thence run North 00'0759 -West, along said East pavement line, for a distance of 89.10 feet to a paint of intersection of said East pavement line with the South line of the North 130 feet of the Southeast W of the Southeast X of said Section 32; thence departing said East pavement 'I". run South 88,0127 East, along said South line, for a distance of 18.77 feet to a point on the Easterly right of way line of Ingram Road, as recorded in Official Records Book 3617, Page 1881 of the Public Records of Orange County, Florida; thence departing said South line, run North 001125"West, along the said Easterly right of way line, for a distance of 1509,95 feet to a point an the North line of the Northeast 9 of the Southeast g of sold Section 32; thence departing the Easterly right of way line, run North 89'29'48'Eost, along the said North line, for a distance of 1287.29 feet to the East I.4 corner of said Section 32, also being the West X corner of Section 33, Township 21 Soul', Range 28 East; thence run South 89'17'33"East, along the North line of the Southwest % of said Section 33, far a distance of 2668.18 feet to the Northeast corner of the Southwest X of said Section 33; thence departing said North line, run South 00'04'48"West, along the East line of the Southwest % of said Section 33, for a distance of 1408.86 feet to a paint on the North line of the Southeast X of the Southwest k of said Section 33; thence departing said East line, run North 89'5210'WeM, along the North line of the Southeast X of the Southwest X of said Section 33, for a distance of 30.00 feet to a point on the West right of way line of Hobson Road, as recorded in Official Retards Book 1956, Page 664 of the Public Records of Orange County, Florida; thence departing said North line, run South 00'04'48'West, along said West right of way line, for a distance of 1409.17 feet to o point on the South line of the Southeast W of the Southwest % of said Section 33; thence departing said West right of way line, run North 89'3254"East, along said South line, for a distance of 24.63 feet to the POINT OF BEGINNING. Containing 309.38 acres, Q A ..5 OND PHASE 3A & AMENITY CENTER City of Ocoee, Florida PRELIMINARY/FINAL SUBDIVISION PLANS Prepared For Geotechnical Engineer CALATLANTIC HOMES UNIVERSAL ENGINEERING SCIENCES 444 WEST NEW ENGLAND AVENUE, SUITE 220 . 3532 MAGGIE BOULEVARD WINTER PARK, FLORIDA 32789 ORLANDO, FLORIDA 32811 PHONE (407)645-6505 PHONE (407) 423-0504 CONTACT: MAX PERLMAN QEMAIL: MAX.PERLMAN@CALATL.COM CONTACT: GUY RABENS QEMAIL: GRABENS@UNIVERSALENGINEERING.COM Civil Engineer /Environmental 3 Attorne rL� DEWBERRY ENGINEERS INC. GODBOLD, DOWNING, BILL & RENTZ, P.A. 800 NORTH MAGNOLIA AVE. 222 W. COMSTOCK AVENUE, SUITE 101 SUITE 1000 WINTER PARK, FLORIDA 32789 ORLANDO, FLORIDA 32803 PHONE (407) 647-4418 PHONE: (321) 354-9641 CONTACT: BOBBY M. JOHNSON, P.E. CONTACT: R. TRAVIS RENTZ QEMAIL: TRENTZ@GDB-LAW.COM QEMAIL: RJOHNSON@DEWBERRY.COM Survey -Topographic Environmental Services ALLEN & COMPANY BIO -TECH CONSULTING INC. 16 E. PLANT STREET 2002 E. ROBINSON STREET WINTER GARDEN, FLORIDA 34787 ORLANDO, FLORIDA 32801 PHONE (407)654-5355 PHONE: (407) 894-5969 CONTACT: JIM RICKMAN CONTACT: DANIEL GOUGH QEMAIL: JIM@ALLEN-COMPANY.COM QEMAIL: DANNY@BIO-TECHCONSULTING.COM Submittal FEBRUARY 2017 Parcel ID. Number 04-22-28-0000-00-001 tical( Apopka Mr a (119 ilR:r.n TO V!I ou{ G U s Pill a( 1 Mcci,m ed w f i NeIOhI, .....� u a ; ' Susi SITE 1 z rel n L"'J wvrt e T' Fa re� e ":'' Sh. Star R sd ' 6r Rd QC000 QSITE LOCATION THIS IS TO CERTIFY THAT THE ROADWAY CONSTRUCTION PLANS AND SPECIFICATIONS AS CONTAINED HEREIN WERE DESIGNED TO APPLICABLE STANDARDS AS SET FORTH IN THE "MANUAL OF UNIFORM MINIMUM STANDARDS FOR DESIGN, CONSTRUCTION AND MAINTENANCE FOR STREETS AND HIGHWAYS" AS PREPARED BY FLORIDA DEPARTMENT OF TRANSPORTATION. Dewberry® Dewberry Engineers Inc. BOO NORTH W6001.10,AVE SURE 1000 ORLAN00, FL 32803 PHO NE:40T.843.5t20 ENGINEERING BUSINESS 47N CK W a�UUjLL W WQW QWWW E' G Q SEAL REVISIONS PROJECT# 50083161 DRAWN BY TFSISKH APPROVED BY RMJ _ CHECKED BY RMJ DATE FEBRUARY 2017 DATUM NGVD 29 TITLE COVER SHEET i PROJECT: JAARDN41F1r,.KPhase3A SHEET NO. m C 0 1 3 6-14-17 TFS REV PER COMMEMS 2 6-3-17 TFS PER WMO COMMEM 1 4-12.17 TFS REV PER COMMENTS No. DATE BY Descdpt(on PROJECT# 50083161 DRAWN BY TFSISKH APPROVED BY RMJ _ CHECKED BY RMJ DATE FEBRUARY 2017 DATUM NGVD 29 TITLE COVER SHEET i PROJECT: JAARDN41F1r,.KPhase3A SHEET NO. m C 0 1 GENERAL 1. UNLESS OTHERWISE SPECIFIED, ALL CONSTRUCTION SHALL BE PERFORMED CONSISTENT WITH THE MOST RECENT PUBLICATION OF THE FOLLOWING CODES, STANDARDS AND SPECIFICATIONS AS WELL AS THE LATEST EDITIONS OF ALL OTHER APPLICABLE SPECIFICATIONS 8 STANDARDS: CITY OF OCOEE ORANGE COUNTY UTILITIES ST JOHNS RIVER WATER MANAGEMENT DISTRICT (SJRWMD) FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION (FDEP) FLO10 TMENT OF AMERIDCANS WITH DISABIILITIESSACT(ADATBY 5 D. PARTMENT OF JUSTICE 'MANUAL ON UNIFORM TRAFFIC Cc TRO�DEVICES (MUTCD) PUBLISHED BY THE U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION IA. THE CITY OF DCOEE ENGINEERING STANDARDS MANUAL SHALL GOVERN EXCEPT FOR THE ORANGE COUNTY UTILITIES STANDARDS FOR WATER AND SANITARY SEWER DESIGN AND CONSTRUCTION. 2. ALL CONSTRUCTION IS TO BE GOVERNED BY ALL APPLICABLE FEDERAL, STATE AND LOCAL LAWS, ORDINANCES, BUILDING AND SAFETY CODES. 3. IN THE EVENT THAT ANY STANDARDS OR SPECIFICATIONS AS DESCRIBED HEREIN ARE IN CONFLICT WITH EACH OTHER, OR THAT SHOWN IN THE PLANS, THE MORE STRINGENT CRITERIA WILL APPLY. CONTRACTOR SHALL NOTIFY THE ENGINEER OF RECORD IMMEDIATELY AND IN WRITING SHOULD THE MORE STRINGENT CRITERIA BE UNCLEAR, FOR ENGINEER'S INTERPRETATION OF THE MORE STRINGENT CRITERIA TO BE USED. 4. THESE PLANS WERE BASED ON THE BOUNDARY AND TOPOGRAPHIC SURVEY BY ALLEN 8 COMPANY AND GEOTECHNICAL REPORT PROVIDED BY UNIVERSAL ENGINEERING SCIENCES. E NATIONAL GEODETIC VERTICAL DATUM NGVD 29. 5. ALL ELEVATIONS SHOWN ON THESE DRAWINGS REFER NATI ( ) 6. THESE PLANS WERE BASED ON THE GEOTECHNICAL REPORT(S) UNIVERSAL ENGINEERING SCIENCES, INC. PROJECT NO. 0130.160( FOLLOW THE SUPPLEMENTAL REPORTSRECOMMENDATIONS T. GEOTECHNICAL RECOMMENDATIONS OR RECOMMENDATIONS AS PROVIDED IN SUPPLEMENTAL REPORTS BY OTHERS ARE NOT THE RESPONSIBILITY OF DEWBERRY INC., WHO HAS RELIED UPON THE REFERENCED GEOTECHNICAL REPORT(S) IN THE PREPARATION OF THE PLANS. ANY CONFLICT BETWEEN INFORMATION CONTAINED IN THE REPORT(S)AND THESE PLANS SHA LLL BE REPORTED TO THE ENGINEER AN DOWNER IMMEDIATELY AND IN WRITING. DEWBERRY INC. ASSUMES NNI0 RESPONSIBILITY FOR THE CORRECTNESS, COMPLETENESS, OR ACCURACY OF THE REPORT(S), WHEN THE PLANS ANDIOR SPECIFICATIONS CONTAIN THE RESULTS OF A SOILS SURVEY, THE CONTRACTOR SHALL NOT ASSUME THE INFORMATION IS A GUARANTEE OF THE DEPTH, EXTENT OR CHARACTER OF MATERIAL PRESENT. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO MAKE A NECESSARY EXAMINATION OF THE SITE AND OF ANY MATERIAL SOURCES INDICATED ON THE PLANS TO BE INFORMED OF THE CONDITIONS UNDER WHICH CONSTRUCTION IS TO OCCUR. S. THE CONTRACTOR SHALL OBTAIN FROM THE OWNER COPIES OF PERMITS FOR ALL AGENCIES HAVING JURISDICTION, SUCH AS GOVERNMENTAL, REGULATORY OR LOCAL ENTITIES. THE CONTRACTOR SHALL BE EXPECTED TO REVIEW AND ABIDE BYALLTHETERMS, CONDITIONS, REQUIREMENTS AND LIMITATIONS SET FORTH IN ALL OF THESE PERMITS, A COPY OF THE PERMITS SHALL BE KEPT ON THE CONSTRUCTION SITE AND MADE AVAILABLE FOR REVIEW AT ALL TIMES. 9. THE STANDARDS AND SPECIFICATIONS AS LISTED HEREIN, THE GEOTECHNICAL REPORT(S), BOUNDARY AND TOPOGRAPHIC SURVEY(S), AND REQUIRED PERMITS ARE HEREBY INCORPORATED ALONG WITH THE PLANS BY DEWBERRY INC. AS THE COMPLETE "SITE CIVIL CONSTRUCTION DOCUMENTS.' 10. IF ITEMS APPEARING TO BE HISTORICAL OR ARCHEOLOGICAL ARTIFACTS ARE DISCOVERED AT ANYTIME DURING CONSTRUCTION WITHIN THE PROJECT LIMITS, IMMEDIATE NOTIFICATION SHALL BE PROVIDED TO THE OWNER, THE ENGINEER, ANDTHEBUREAUOF HISTORICAL PRESERVATION, DIVISION OF HISTORICAL RESOURCES RA. GRAY BUILDING, 500 S. BRONOUGH ST. TALLAHASSEE, FLORIDA 32399-0250. 11. THIS IS TO CERTIFY THAT THE ROADWAY CONSTRUCTION PLANS AND SPECIFICATIONS AS CONTAINED HEREIN WERE DESIGNED TO APPLICABLE STANDARDS AS SET FORTH IN THE "MANUAL OF UNIFORM MINIMUM STANDARDS FOR DESIGN, CONSTRUCTION AND MAINTENANCE FOR STREETS AND HIGHWAYS'AS PREPARED BY FLORIDA DEPARTMENT OF TRANSPORTATION AND THE CITY OF OCOEE ENGINEERING STANDARDS MANUAL. 12. TRENCHES MUST BE CONSTRUCTED IN COMPLIANCE WITH THE TRENCH SAFETY ACT CONTRACTOR RESPONSIBILITIES 1. CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE SITE, INCLUDING ALL SURFACE AND SUBSURFACE CONDITIONS, THE WORK REQUIRED AND ALL OTHER CONDITIONS THAT MAY EFFECT THE SUCCESSFUL COMPLETION OF THE JOB PRIOR TO COMMENCEMENT OF WORK, 9 THFICCA- OF FXISTING I1nI. TTY SERVICES, FACILITIES. AND STRUCTURAL FEATURES SHOWN ON THESE PLANS HAVE BEEN 3. THE CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS AND PERMIT CONDITIONS BEARING ON THE CONDUCT OF THE WORK, AS DRAWN AND SPECIFIED. IF THE CONTRACTOR OBSERVES THAT THE DRAWINGS AND SPECIFICATIONS ARE AT VARIANCE THEREWITH, HE SHALL PROMPTLY NOTIFY THE ENGINEER, IN WRITING, AND ANY NECESSARY CHANGES SHALL BE ADJUSTED, AS PROVIDED IN THE AGREEMENT FOR CHANGES IN THE WORK. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF ALL LANDSCAPE BUFFERS, RETENTION AND DETENTION FACILITIES UNTIL THE PROJECT HAS BEEN ACCEPTED BY THE OWNER. ALL DISTURBED AREAS SHALL BE RETURNED TO EQUAL OR BETTER CONDITION. S. THE CONTRACTOR SHALL BE RESPONSIBLE TO THE OWNER AND THE ENGINEER FOR THE ACTS AND OMISSIONS OF CONTRACTOR'S EMPLOYEES AND ALL HIS SUBCONTRACTORS AND THEIR AGENTS AND EMPLOYEES AND OTHER PERSONS PERFORMING ANY OF THE WORK UNDER A CONTRACT WITH THE CONTRACTOR 6. ALL WORK AND FURNISHED MATERIALS SHALL BE IN REASONABLE CONFORMITY WITH THE LINES, GRADES, GRADING SECTIONS, CROSS SECTIONS, DIMENSIONS, MATERIAL REQUIREMENTS AND TESTING REQUIREMENTS THAT ARE SPECIFIED IN THE CONTRACT, PLANS, DETAILS OR SPECIFICATIONS. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING ALL NECESSARY ARRANGEMENTS WITH GOVERNMENTAL DEPARTMENTS, PUBLIC UTILITIES, PUBLIC CARRIERS, SERVICE COMPANIES, AND CORPORATIONS OWNING OR CONTROLLING ROADWAYS, RAILWAYS, WATER, SEWER, GAS, ELECTRICAL, TELEPHONE, AND TELEGRAPH FACILITIES SUCH AS PAVEMENTS, TRACKS, PIPING, WIRES, CABLES, CONDUITS, POLES, GWS, OR OTHER SIMILAR FACILITIES, INCLUDING INCIDENTAL STRUCTURES CONNECTED THEREWITH THAT ARE ENCOUNTERED IN THE WORK IN ORDER THAT SUCH ITEMS MAYBE PROPERLY SUPPORTED, PROTECTED OR LOCATED. B. PRIOR TO COMMENCING WORK, THE CONTRACTOR SHALL FURNISH, ERECT AND MAINTAIN ALL BARRICADES, LIGHTS. WARNING MASIGNS, AND PAVEMENT MARKINGS FOR HAZARDS AND THE CONTROL OF TRAFFIC THROUGH THE CONSTRUCTION ZONE IN CONFORMITY WITH THE ALL AGENCIES HAVING JURISDICTION STANDARDS TO EFFECTIVELY PREVENT ACCIDENTS AT ALL LOCATIONS WHERE CONSTRUCTION CAUSES AN OBSTRUCTION TO THE NORMAL FLOW OF TRAFFIC OR CREATES A HAZARD IN ANY WAY TO THE PUBLIC. 9. IN THE EVENT THE CONTRACTOR DISCOVERS ANY ERRORS OR OMISSIONS IN THE PLANS HE SHALL IMMEDIATELY NOTIFY THE OWNER OR OWNER'S AGENT. 10. THE CONTRACTOR SHALL COMPLY WITH ALL LEGAL LOAD RESTRICTIONS IN THE HAULING OF MATERIALS ON PUBLIC ROADS BEYOND THE LIMITS OF THE WORK. A SPECIAL PERMIT WILL NOT RELIEVE THE CONTRACTOR OF LIABILITY FOR ANY DAMAGE THAT MAY RESULT FROM THE MOVING OF MATERIALS AND EQUIPMENT. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL EXISTING SURVEY MONUMENTATION, SUCH AS THE PRESERVATION OF ALL PERMANENT REFERENCE MONUMENTS, PERMANENT CONTROL POINTS, PERMANENT BENCHMARKS, PROPERTY CORNERS, POINTS OR MARKERS. IN THE EVENT ANY MONUMENTATION IS DISTURBED, IT SHALL BE RESTORED BY A FLORIDA LICENSED SURVEYOR AND MAPPER SELECTED BY THE OWNER AT THE CONTRACTOR'S EXPENSE. 12. THE OWNER, OWNER'S REPRESENTATIVES AND INSPECTORS OF APPLICABLE GOVERNMENTAGENCIES HAVING JURISDICTION, SHALL AT ALL TIMES HAVE ACCESS TO THE WORK SITE WHEREVER AND WHENEVER IT IS IN PREPARATION OR PROGRESS. THE CONTRACTOR SHALL PROVIDE PROPER FACILITIES FOR SUCH ACCESS AND INSPECTIONS. 13. ITIS THE CONTRACTOR'S RESPONSIBILITY TO TAKE ALL REASONABLE AND PRUDENT PRECAUTIONS TO INSURE THAT ALL COMPLETED WORK,hIATERLALS AND EQUIPMENT STORED ON SITE ARE SAFE AND SECURED FROM UNAUTHORIZED ACCESS OR USE. SUCH PRECAUTIONS MAY INCLUDE INSTALLATION OF SIGNS, FENCES, OR POSTING OF SECURITY GUARDS. 14. CONTRACTOR SHALL, AT ALL TIMES, UTILIZE ALL NORMALLY ACCEPTED AND REASONABLY EXPECTED SAFETY PRACTICES AND COMPLY WITH ALL FEDERAL, STATE AND LOCAL REGULATIONS, ORDINANCES AND GUIDELINES PERTAINING TO SAFE UTILIZATION OF EQUIPMENT OR MATERIALS AS PUBLISHED BY MANUFACTURER. 15. ADEQUATE TRAFFIC CONTROL, SIGNAGE, BARRICADES AND FLAGMAN SERVICES SHALL BE FURNISHED AND MAINTAINED BY THE CONTRACTOR AT ALL POINTS WHERE CONSTRUCTION EQUIPMENT ENGAGED IN WORK ENTERS ONTO OR CROSSES FUNCTIONING TRAFFIC -CARRYING ROADWAY. 16. THOSE PARTS OF WORK IN PLACE THAT ARE SUBJECT TO DAMAGE BECAUSE OF OPERATIONS BEING CARRIED ON ADJACENT THERETO SHALL BE COVERED, BOARDED UP OR SUBSTANTIALLY ENCLOSED WITH ADEQUATE PROTECTION BY THE CONTRACTOR AT CONTRACTOR'S EXPENSE, PROTECTING WORK COMPLETED. 17. THE CONTRACTOR SHALL COMPLY IN EVERY RESPECT WITH THE FEDERAL OCCUPATIONAL HEALTH AND SAFETY ACT OF 1970 AND ALL RULES AND REGULATIONS NOW OR HEREAFTER IN EFFECT UNDER SAID ACT, AND THE CONTRACTOR FURTHER AGREES TO COMPLY WITH ANY AND ALL APPLICABLE STATE LAWS AND REGULATIONS PERTAINING TO JOB SAFETY AND HEALTH. IQ 19. THE CONTRACTOR SHALL TAKE ALL REASONABLE PRECAUTIONS FOR THE SAFETY OF, AND SHALL PROVIDE ALL REASONABLE PROTECTION TO PREVENT DAMAGE, INJURY OR LOSS TO: A. ALL EMPLOYEES ON THE WORK SITE AND ALL OTHER PERSONS WHO MAYBE AFFECTED THEREBY; B. ALL THE WORK AND ALL MATERIALS AND EQUIPMENT TO BE INCORPORATED THEREIN, WHETHER IN STORAGE ON OR OFF THE SITE, UNDER THE CARE, CUSTODY OR CONTROL OF THE CONTRACTOR OR ANY OF ITS SUBCONTRACTORS; AND C. OTHER PROPERTY AT THE SITE OR ADJACENT THERETO, INCLUDING TREES, SHRUBS, LAWNS WALKS, PAVEMENTS, ROADWAY, STRUCTURES AND UTILITIES NOT DESIGNATED FOR DEMOLITION IN THE COURSE OF CONSTRUCTION. SHALL ALL LE S ORDINANCES, RULES -AWFUL ORDER WITH ANY PUBLIC. QUA SAFETY COR OTHER AUTHORITY RAVING LAW O I AWFUL ORDERS OF ANY PUBLIC, QUA51 PUBLIC OR OTHER AUTHORITY HAVING JURISDICTION FOR THE SAFETY OF 6. CONSTRUCTION OF ROADWAYS SHALL MEET THE MINIMUM STANDARDS AND SPECIFICATIONS OF THE LOCAL AGENCY(S)HAVING JURISDICTION AND THE MINIMUM SUGGESTED SECTIONS AS OUTLINED IN THE SOILS REPORTS RECOMMENDATIONS, UNLESS OTHERWISE NOTED. T. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ANY EXCESS CUTS OR SUPPLYING FILL AS NECESSARY TO GRADE THE SITE TO THE PROPOSED ELEVATIONS AS DESIGNED WITHIN THE CONSTRUCTION DOCUMENTS. ENVIRONMENT. ALL ERECT ANO REQUIRED EX AN OF THE TO ASSURE OPER COMPACTION 9. HAS BEEN CONSTRUCTED IT SHALLBES PR DANGER SIGNSONS OTHER NSl. PROTECTION, INCLUDING POSTING DANGER SIGNS AND OTHER WARNINGS AGAINST E SAFEGUARDSFOR PROTECTION,INC TI ALL REASONABLE SAFEGUARDS FOR DANDTTHAT OILING AN0CO PACTIOSUSGRADE, ALL BE INSPECTED TESTED A FLORIDA LICENSED HASAFTERBEEN ATTAINED. PROOF -ROLLING AND COMPACTION OPERATIONS SHALL BE INSPECTS HAS BEEN RSAFETY EGULATIONS FIAZARDS, PROMULGATING SAFETY REGULATIONS ANO NOTIFYING OWNERS AND USERS OF ADJACENT UTILITIES OF THE EXISTENCE OF E OUS MATERIALS HAVE BEEN S ALL DELETERIOUS E GEOTECHNICAL ENGINEER TD ASSURE THAT THE SPECIFIED COMPACTION IS MAINTAINED AND ALL DEIST RI MA ICAL ENGINEER HAZARDS AND OF THE SAFETY REGULATIONS. REMOVED. 21. ALL DAMAGE OR LOSS TO ANY PROPERTY REFERRED TO IN HEREIN CAUSED IN WHOLE OR IN PART BY THE CONTRACTOR, A SUBCONTRACTOR, OR BY ANYONE FOR WHOSE ACTS ANY OF THEM MAY BE LIABLE, SHALL BE REMEDIED BY THE CONTRACTOR, EXCEPT 10. THE CONTRACTOR SHALL INSURE THAT MINIMUM SOIL DENSITY OF 98% COMPACTION IS ACHIEVED UNLESS OTHERWISE NOTED FOR PLACEMENT OF ALL HEADWALUENDWALL FOOTINGS, RETAINING WALL FOOTINGS, ANDINGENERAL, ANY FOOTING SUPPORT DAMAGE OR LOSS PROPERLY ATTRIBUTABLE SOLELY TO THE ACTS OR OMISSIONS OF THE OWNER, OR THE ENGINEER OR ANYONE DESCRIBED ON THESE PLANS. IT WILL ALSO BE THE RESPONSIBILITY OF THE CONTRACTOR TO INSURETHAT SUFFICIENT GEOTECHNICAL EMPLOYED BY THEM, OR FOR WTOSE ACTS ANY pF THEM MAY BE LIABLE, AND NOT PROPERLY ATTRIBUTABLE IN WHOLE OR IN PART, TO TESTING AND DESIGN HAS BEEN PERFORMED PRIOR TO CONSTRUCTION. 22. UNTIL FINAL ACCEPTANCE OF THE WORK BY OWNER, THE CONTRACTOR SHALL HAVE THE CHARGE AND CARE OF AND SHALL BEAR THE RISK OF INJURY OR DAMAGE, LOSS OR EXPENSE TO ANY PART THEREOF, OR TO ANY MATERIALS STORED ON SITE, BY THE ACTION OF THE ELEMENTS OR FROM ANY OTHER CAUSE WHETHER ARISING FROM THE EXECUTION OR NON -EXECUTION OF THE WORK. THE CONTRACTOR SHALL REBUILD, REPAIR, RESTORE AND MAKE GOOD ALL INJURIES OR DAMAGES TO ANY PORTION OF THE WORK OCCASIONED BY ANY OF THE ABOVE CAUSES BEFORE FINAL ACCEPTANCE AND SHALL BEAR THE EXPENSES THEREOF. 23. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MEETING ALL INSPECTION CRITERIA AND SCHEDULES, AND SIGNING FOR SAID INSPECTIONS, 24. THE CONTRACTOR SHALL CONTROL AND BE RESPONSIBLE FOR THEIR OPERATIONS AND THOSE OF THEIR SUBCONTRACTORS AND ALL SUPPLIERS, TO ASSURE THE LEAST INCONVENIENCE TO THE PUBLIC. THE CONTRACTOR SHALL MAINTAIN FREE AND UNOBSTRUCTED MOVEMENT OF VEHICULAR TRAFFIC AND SHALL LIMIT THEIR OPERATIONS IN RELATION TO THE SAFETY AND CONVENIENCE OF THE TRAVELING PUBLIC. UNDERALL CIRCUMSTANCES, SAFETY SHALL BE THE MOST IMPORTANT CONSIDERATION. 25. THE CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE POLICIES AND GUIDELINES ESTABLISHED BY ALL AGENCIES HAVING JURISDICTION FOR THE PRESERVATION OF ALL PUBLIC AND PRIVATE PROPERTY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGE OR INJURY TO PROPERTY OF ANY CHARACTER, DURING THE EXECUTION OF THE WORK, RESULTING FROM ANY ACT, OMISSION, NEGLECT, OR MISCONDUCT IN THEIR MANNER OR METHOD OF EXECUTING THE WORK, OR AT ANYTIME DUE TO DEFECTIVE WORK OR MATERIALS. 26. THE CONTRACTOR SHALL NOT EXCAVATE, REMOVE, OR OTHERWISE DISTURB ANY MATERIAL, STRUCTURE OR PART OF A STRUCTURE WHICH IS LOCATED OUTSIDE THE LINES, GRADES OR GRADING SECTIONS ESTABLISHED FOR THIS PROJECT, EXCEPT WHERE SUCH EXCAVATION OR REMOVAL IS PROVIDED FOR IN THE CONTRACT, PLANS OR SPECIFICATIONS. 27. THE CONTRACTOR SHOULD VERIFY THE QUANTITIES AND LENGTHS OF MATERIALS SHOWN ON THE PLANS. ANY DISCREPANCY BETWEEN MATERIAL CALLOUTS AND ACTUAL SHOWN IN PLAN VIEW IS TO BE BROUGHT TO THE ENGINEER'S ATTENTION BY THE CONTRACTOR PRIOR TO BIDDING. IT IS THE ENGINEER'S INTENTION TO CONSTRUCT WHAT IS SHOWN ON THE PLANS. 26, ANY DISCREPANCY BETWEEN THE DIMENSIONS AND MEASUREMENTS SHOWN ON THE PLANS AND THE ACTUAL FIELD CONDITIONS SHALL IMMEDIATELY BE BROUGHT TO THE ENGINEER'S ATTENTION. FAILURE TO DO SO AND TO CONTINUE CONSTRUCTION SHALL MAKE THE CONTRACTOR RESPONSIBLE FOR ALL ERRORS AND NECESSARY CORRECTIONS THAT MAY SUBSEQUENTLY ARISE. 11. BLUE REFLECTIVE PAVEMENT MARKERS SHALL BE PLACED IN THE CENTER OF THE DRIVING LANE OPPOSITE EACH FIRE HYDRANT. 12, STORM PIPE LENGTHS SHOWN ON THE PLANS INCLUDE MITERED END SECTIONS, IF THE CONTRACTOR ELECTS TO USE AN APPROVED ALTERNATE, THE PIPE LENGTHS MUST BE ADJUSTED. 13. INLET OFFSETS ARE TO THE CENTERLINES SHOWN ON F.O.O.T. DESIGN STANDARDS INDEXES. 14. THE CONTRACTOR IS RESPONSIBLE FOR PAVING ALL ROADWAYS TO DRAIN POSITIVELY. INTERSECTIONS SHALL BE TRANSITIONEDTO PROVIDE A SMOOTH DRIVING SURFACE WHILE MAINTAINING POSITIVE DRAINAGE. IFAN AREA OF POOR DRAINAGE IS OBSERVED, THE CONTRACTOR SHALL NOTIFY THE ENGINEER PRIOR TO PAVING SO THAT A SOLUTION OR RECOMMENDATION FOR CORRECTION MAYBE MADE. 15. ALL REINFORCED CONCRETE PIPE(R.C.P.) SHALL BE MINIMUM CLASS III, UNLESS OTHERWISE APPROVED OR NOTED ON THE PLANS OR SPECIFICATIONS. 16, ALL STORMWATER PIPE JOINTS SHALL BE WRAPPED WITH FILTER FABRIC. I PUBLIC RIGHTS-OF-WAY I I DEMOLITION AND CLEARING I 1, PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL CLEARLY DESIGNATE THE LIMITS OF CONSTRUCTION ONSITE. THE CONTRACTOR SHALL NOT PERFORM ANY WORK OUTSIDE THE LIMITS OF CONSTRUCTION. 2, THE CONTRACTOR SHALL BE EXTREMELY CAUTIOUS WHEN WORKING NEAR TREES THAT ARE TO BE SAVED, WHETHER SHOWN IN THE PLANS OR DESIGNATED IN THE FIELD. 3. ALL PRACTICAL AND NECESSARY EFFORT SHALL BE TAKEN DURING CONSTRUCTION TO PREVENT UNNECESSARY TREE REMOVAL. 4. ANY PROPOSED CUT OR FILL MATERIAL TO BE REMOVED OR PLACED WITHIN THE DRIP LINE OF SPECIMEN TREES TO REMAIN, INCLUDING TRENCHING FOR PROPOSED IMPROVEMENTS SUCH AS UTILITIES, WILL REQUIRE THE ADVANCED PRE-TREATMENT OF EACH IMPACTED TREE BY A QUALIFIED ARBORIST OR AT THE DIRECTION OF THE LANDSCAPE ARCHITECT TO MINIMIZE THE POTENTIALLY ADVERSE IMPACTS OF CONSTRUCTION. 5. TREE PROTECTION BARRICADES OR EQUIVALENT PROTECTIVE MEASURES WILL BE CONSTRUCTED ACCORDING TO THE LOCAL JURISDICTIONS CRITERIA FOR TREES TO REMAIN WITHIN THE LIMITS OF CONSTRUCTION. 6. IN AREAS REQUIRING FILL MATERIAL, THE CONTRACTOR SHALL STRIP OR OTHERWISE REMOVE ALL VEGETATION SUCH AS BRUSH, HEAVY SODS, HEAVY GROWTH OF GRASS, DECAYED VEGETATION MATTER, RUBBISH AND ANY OTHER DELETERIOUS MATERIAL BEFORE EMBANKMENT IS PLACED. IMMEDIATELY PRIOR TO THE PLACING OF FILL MATERIAL, THE ENTIRE AREA UPON WHICH FILL IS TO BE PLACED, SHALL BE SCARIFIED INA DIRECTION APPROXIMATELY PARALLEL TO THE AXIS OF FILL. THE GEOTECHNICAL ENGINEER SHALL APPROVE THE AREA PRIOR TO THE PLACEMENT OF FILL. PAVING, GRADING & DRAINAGE 1. THE CONTRACTOR SHALL PERFORM ALL WORK PERTAINING TO DRAINAGE INCLUDING EXCAVATION OF STORMWATER MANAGEMENT PONDS OR EQUIVALENT FACILITIES PRIOR TO THE COMMENCEMENT OF OTHER WORK INCLUDED IN THESE PLANS. 2. THE CONTRACTOR SHALL STAKE ALL IMPROVEMENTS USING THE RECORD PLAT, THE CONTRACTOR SHALL VERIFY WITH THE ENGINEER THAT THE PLAT IS CORRECT PRIOR TO ANY CONSTRUCTION. IF A PLAT DOES NOT EXIST, CONTRACTOR IS TO VERIFY USE OF THE SURVEY FOR LAYOUT WITH ENGINEER PRIOR TO STARTING WORK IT IS THE CONTRACTOR'S RESPONSIBILITY TO COMPLETELY STAKE AND CHECK ALL IMPROVEMENTS TO INSURE CORRECT POSITIONING, BOTH HORIZONTAL AND VERTICAL, INCLUDING MINIMUM BUILDING SETBACKS PRIOR TO THE INSTALLATION OF ANY IMPROVEMENT. ANY DISCREPANCY BETWEEN PLATTED INFORMATION AND THE PLANS SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY AND IN WRITING. 3. PRIOR TO INITIATING ANY EXCAVATION (INCLUDING BUT NOT LIMITED TO TUNNELS, DITCHES, STORM WATER PONDS, CANALS, ARTIFICIAL LAKES) NTRACTOR SHALL INSTALL FENCES AND TAKE ALL OTHER REASONABLE AND PRUDENT STEPS TO INSURE THAT ACCESS TO EXCAVATICOON BY UNAUTHORIZED PERSONNEL IS PREVENTED, 4. ALL DRAINAGE STRUCTURES ARE TO BE TRAFFIC BEARING UNLESS OTHERWISE NOTED. ALL PRECAST CIRCULAR STRUCTURES SHALL BE CONSTRUCTED WITH A MINIMUM 5 -INCH WALL THICKNESS. 1. THE CONTRACTOR SHALL COORDINATE ALL WORK WITHIN PUBLIC RIGHTS-OF-WAY WITH THE RESPECTIVE LOCAL AGENCY(S) HAVING JURISDICTION ICITV OR COUNTY) DIRECTOR OF PUBLIC WORKS AND THE JURISDICTION'S ENGINEER IN ADDITION, ANY WORK WITHIN A STATE ROAD R GHT-0F-WAY MUST BE APPROVED AND COORDINATED WITH THE FDOTTHROUGH THE LOCAL MAINTENANCE OFFICE FOR EACH DISTRICT. 2. PRIOR TO PERFORMING ANY WORK WITHIN ANY PUBLIC OR UTILITY RIGHT-OF-WAY, CONTRACTOR SHALL OBTAIN AUTHORIZATION AND PERMIT FROM ALL JURISDICTIONS RESPONSIBLE FOR SUCH RIGHT-OF-WAY. 3. PRIOR TO PERFORMING ANY WORK WITHIN ANY PUBLIC RIGHT -0F -WAY, CONTRACTOR SHALL DEVELOP AND SUBMIT A MAINTENANCE OF TRAFFIC PLAN TO THE LOCAL AGENCY HAVING JURISDICTION OVER SAID ROW FOR THEIR APPROVAL. THIS PLAN MUST MEET THE MINIMUM REQUIREMENTS AS OUTLINED IN THE'MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" PUBLISHED BY THE U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION AND THE FLORIDA DEPARTMENT OF TRANSPORTATION DESIGN STANDARDS, UTILITIES Ilei ITV PRDVIDFRC• WATER: ORANGE COUNTY UTILITIES SANITARY SEWER: - ORANGE COUNTY UTILITIES RECLAIMED WATER: -CITY OF OCOEE ELECTRIC: DUKE ENERGY FIRE RESCUE: CITY OF OCOEE 1. THE EXISTING UTILITIES SHOWN ARE APPROXIMATE. THE CONTRACTOR SHALL FIELD LOCATE ALL EXISTING UTILITIES AS TO SIZE, LOCATION, AND ELEVATION. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY AND ALL CONFLICTS PRIOR TO BEGINNING CONSTRUCTION, 2, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND VERIFYING SIZE, TYPE, LOCATION, AND ELEVATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION AND NOTIFYING THE INVOLVED UTILITY PROVIDERS TO MAKE ANY NECESSARY ARRANGEMENTS FOR RELOCATION, DISRUPTION OF SERVICE, OR CLARIFICATION OFACTNITY REGARDING SAID UTILITY. THE CONTRACTOR SHALL USE EXTREME CAUTION WHEN CROSSING AN UNDERGROUND UTILITY, WHETHER SHOWN ON THESE PLANS OR FIELD LOCATED. THE RESPECTIVE UTILITY PROVIDERS SHALL RELOCATE UTILITIES THAT INTERFERE WITH THE PROPOSED CONSTRUCTION AND THE CONTRACTOR SHALL COOPERATE WITH THE UTILITY PROVIDERS DURING RELOCATION OPERATIONS. ANY DELAY OR INCONVENIENCE CAUSED BY THE INVOLVED UTILITIES SHALL BE INCIDENTAL TO THE CONTRACT. THE CONTRACTOR SHALL CONFORM TO FLORIDA STATUTE CHAPTER 556 AND THE SUNSHINE STATE ONE -CALL OF FLORIDA 3. CONTRACTOR SHALL NOTIFY ALL UTILITY OWNERS AND THE SUNSHINE UNDERGROUND UTILITIES NOTIFICATION CENTER AT 1_800-432.4770 AT LEAST 72 HOURS PRIOR TO START OF WORK, CONTRACTOR 15 RESPONSIBLE FOR CONTINUAL MAINTENANCE OF ALL UTILITY LOCATES, FLAGS, MARKING. ET CETERA THROUGH THE ENTIRE DURATION OF CONSTRUCTION. 4. UTILITY SERVICES TO THE PROPOSED BUILDING(S)SHALLTERM[NATE 5 FEET OUTSIDE OF THE BUILDING UNLESS OTHERWISE NOTED. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL REVIEW BUILDING ARCHITECTURAL AND PLUMBING PLANS TO VERIFY PROPER CONTINUATION OF THE PROPOSED UTILITIES FOR LOCATION, ALIGNMENT AND ELEVATIONS) FOR EACH SERVICE TO THE BUILDING(S). SHOULD UTILITY SERVICE LATERALS SHOWN ON THE SITE CIVIL CONSTRUCTION PLANS NOT CORRESPOND WITH BUILDING ARCHITECTURAL OR PLUMBING PLANS THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. 5. THE POWER DISTRIBUTION SYSTEM SHALL BE DESIGNED AND INSTALLED BY THE POWER SERVICE PROVIDER. THE CONTRACTOR SHALL COORDINATE WITH SAID POWER SERVICE PROVIDER TO INSURE PROPER CONSTRUCTION PHASING IS ACHIEVED, AND TO ALLOW THE INSTALLATION OF STREET CROSSINGS, SLEEVES, CONDUITS, POLES, TRANSFORMERS, AND OTHER REQUIRED EQUIPMENT. RIS THE OWNER'S RESPONSIBILITY TO ACQUIRE ANY NECESSARY EASEMENTS ASA RESULT OF THE POWER SERVICE PROVIDERS DESIGN AND RESPECTIVE INSTALLATION LOCATIONS. SERVICE PROVIDER. THE CONTRACTOR SHALL COORDINATE WITH SAID SERVICE PROVIDER TO INSURE PROPER CONS TKUU I IVN PHASING IS ACHIEVED, CONFLICTFREE, AND TO ALLOW THE INSTALLATION OF STREET CROSSINGS, SLEEVES, CONDUITS,POLES, AND OTHER REQUIRED EQUIPMENT. IT IS THE OWNER'S RESPONSIBILITY TO ACQUIRE ANY NECESSARY EASEMENTS AS A RESULT OF THE SERVICE PROVIDERS' DESIGNS AND RESPECTIVE INSTALLATION LOCATIONS. 7. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROPERLY COORDINATE THE FINAL DESIGNS AND SUBSEQUENT INSTALLATIONS OF ALL SERVICE PROVIDERS' UTILITIES AND THEIR MINIMUM CRITERIA AS SET FORTH THEREIN FOR ITEMS SUCH AS MAINTAINING THE MINIMUM SEPARATION DISTANCES BETWEEN THE VARIOUS UTILITIES, B. TRENCHES MUST BE CONSTRUCTED IN COMPLIANCE WITH THE TRENCH SAFETY ACT. UNLESS OTHERWISE NOTED, THE TOP 24 INCHES OF ALL UTILITY TRENCHES WITHIN ROADWAYS IN MAXIMUM 12" LIFTS, SHALL BE COMPACTED TO 98% OF THE MODIFIED PROCTOR MAXIMUM DENSITY; ALL OTHER UTILITY TRENCHES SHALL BE COMPACTED TO 95% OF THE MODIFIED PROCTOR MAXIMUM DENSITY. 9. THE CONTRACTOR SHALL NOTIFY THE APPLICABLE UTILITIES CONSTRUCTION DEPARTMENT FOR THE CORRESPONDING LOCAL UTILITY PROVIDED A MINIMUM OF 48 HOURS PRIOR TO STARTING ANY UTILITIES CONSTRUCTION. 10. PIPE ALIGNMENT, DEFLECTION, AND INTEGRITY TESTING SHALL BE PERFORMED BY THE'LAMPING METHOD AND UTILIZING VIDEO INSPECTION. THE CONTRACTOR SHALL PERFORM INTERNAL VIDEO INSPECTION FOR THE GRAVITY SEWER TO CHECK PIPE ALIGNMENT AND DEFLECTION. 11. ALL FIRE HYDRANTS AND APPARATUS MUST COMPLY WITH FFPC SECTION 3-5.6 AND SECTION 3-7.1 WHEN APPLICABLE. 12. MAINTAIN T SEPARATION BETWEEN PRESSURE PIPES AND STORM STRUCTURES. 13. MAXIMUM SPACING OF FIRE HYDRANTS IS 500' IN ACCORDANCE WITH CITY CODE 24.30 (FxLL 14. UNDERGROUND MAIN CONTRACTOR MUST APPLY FOR AFIRE PERMIT FOR THE INSTALLATION OR MODIFICATION OF ANY UNDERGROUND MAINS SERVING FIRE HYDRANTS ANDIOR FIRE PROTECTION SYSTEMS PRIOR TO ANY INSTALLATION. IF THE WATER DISTRIBUTION SYSTEM AND FIRE HYDRANTS ARE LOCATED INA RIGHT-OF-WAY OR RECORDED EASEMENT AND OWNEDIINSTALLEDIMAINTAINED BY THE WATER PURVEYOR, WE WILL ONLY REQUIRE INSTALLATION TO THE WATER PURVEYOR'S STANDARDS FOR UNDERGROUND COMPONENTS AND CONNECTIONS. HOWEVER, HYDRANTS MUST BE IN COMPLIANCE WITH HYDRANT SPACING, LOCATION, DISTRIBUTION, COLOR CODING, AND NEEDED FIRE FLOW MINIMUS AS SPECIFIED IN CITY FIRE CODE, UNDERGROUND'AIN AND FIRE HYDRANT INSTALLATIONS ON PRIVATE PROPERTY WILL REQUIRE AN FIR PERMIT AND FULL COMPLIANCE WITH NFPA 24. (CITY FIRE CODE, SECTION 24.13(T)(13)). Dewberry® Dewberry Engineers Inc. B00 NORTH MAGNOUA AVE 5UTTE 1000 ORLANDO. FL 32603 PHONE:407,M3.5= ENGINEERING BUSINESS -8794 LL WW Z K Q O 00 W U Lu z W o W Q �- o 0 �1T } Q ILL W CO G Q SEAL Fir ra� KLL REVISIONS PROJECT# 50083161 DRAWN BY TFSISKH APPROVED BY RMJ CHECKED BY RMJ DATE FEBRUARY 2017 DATUM NGVD29 TITLE GENERAL NOTES PROJECT: J:ARDN4TInaMhase 3A SHEET NO. CO2 POTABLE WATER A HORIZONTAL DISTANCE OF AT 1. ALL PVC WATERMAINS 2"OR LESS SHALL BE SDR21200 PSI UNLESS OTHERWISE NOTED. (200PSI)) - -_- - - PART III CHAPTER FAC. 2. WATER MAINS SHALL COMPLY WITH AWWA STANDARDS. ALL PVC PIPE 3 TO 12 INCHES SHALL BE AWWA C900 DR18; ALL PVC PIPE 14 I HORIZONTALDUCED TO THREMUMHORIERE THE BOTTOM MO THEWDISTANCER MAIN IS WATER MAINS AND GRAVITY -TYPE ABOVE SANITAOFTHRY ESEWER.RS LHOWBE EVER.I TO 7HRERABLE WHERE THE THE THE MAINISLAID AT LEAST SIX INCHES ABOVE THE TOP OF THE SEWER. HOWEVER, R INCHES AND LARGER SHALL COMPLY WITH AWWA C905 DR25. ALL WATER MANS SHALL BEAR THE NSF LOGO AND SHALL BE ATERMAI PREFERABLE LAYTHEWATER)ANNABOVE THE OTHER PIPELINE. COLOR -CODED OR MARKED USING BLUE ASA PREDOMINANT COLOR TO DIFFERENTIATE DRINKING WATER FROM OTHER WATER LINES. NEW OR RELOCATED, UNDERGROUND WATER MANS SHALL BE LAID TO TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST THREE FEET, N T 3. WHERE DUCTILE IRON PIPE IS REQUIRED FOR WATER MAINS, IT SHALL CONFORM TO ANSVAWWA A21.51. A MINIMUM THICKNESS FOR AND PREFERABLY TEN FEET, BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED VACUUM -TYPE SANITARY -SEWER, PRESSURE CLASS 350 PER ANSVAWWA SHALL BE SUPPLIED. DIP SIZES UP TO 12 INCHES IN DIAMETER SHALL BE PRESSURE CLASS 350. DIP 6. FINAL "AS-BUILT"DRAWINGS FOR POTABLE WATER SHALL CLEARLY INDICATE COMPLIANCE TO MINIMUM SEPARATION DISTANCES OR SIZES 14 INCHES AND LARGER SHALL BE PRESSURE CLASS 250. 13. NEW OR RELOCATED, UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR PROPOSED GRAVITY -0R VACUUM -TYPE SANITARY 4. ALL WATER MAIN FITTINGS, VALVES. RESTRAINTS, COUPLINGS, PIPE, AND IN GENERAL, THOSE MATERIALS REQUIRED FOR INSTALLING SEWER, SHALLVV LAIDSOSID OUTSIDEOFTHEWATER. AIN LSAT LEASTPREFERA, ANDPREFERABLYTHE WATT MAIN CHES, ABOABOVE THE OTHER AT ST 12 INCHES BELOW THE OUTSIDE OF THE OTHER PIPELINE. HOWEVER, ITIS PREFERABLE TO LAY THE WATER hUllN ABOVE7HE OTHER THE WATER SUPPLY SYSTEM, SHALL COMPLY WITH THE MINIMUM MATERIAL STANDARDS, RATINGS AND CLASSIFICATIONS ESTABLISHED PIPELIOR NE. BY THE RESPECTIVE UTILITY PROVIDER. ALL WATER MAIN FITTINGS SHALL BE DIP FOR ALL 3" THRU 12" PVC AND DIP WATER MAINS NEW ANY EXISTING SEWER, MAINSCROSSINGCUSSCONVEYING UNDERGROUNDFORCE CONFORMING TO THE REQUIREMENTS OF ANSVAWWA 01 OA21.53 AND EPDXY COATED EXTERIOR, UNLESS NOTED OTHERWISE. .THESE SO OUTSIDE IM DWATE SHALL BE LAID THEEFERABLOF THE WASTEWATER OR MAIN, OR PIPELINE RECLAIMED WATERSHA WASTEWATER STAST FITTINGS SHALL INCORPORATE RESTRAINING RINGS, MEGA -LUGS OR OTHER APPROVED EQUIVALENT MECHANICAL DEVICES. ABOVE NEVER, IT WATER MAIN IS AT LEAST 121NCHE5 ABOVE OR BELOW THE OUTSIDE OF THE OTHER PIPELINE. HOWEVER, R IS PREFERABLE TO LAY THE A 12I INCHES THE OUTSIDE OF 5. DUCTILE IRON PIPE AND FITTINGS SHALL HAVE A CEMENT MORTAR INTERIOR LINING CONFORMING TO THE REQUIREMENTS OF ANSVAWWA WATER MAIN ABOVE THE OTHER PIPELINE. CID4/A21.4. 14. AT THE UTILITY CROSSINGS DESCRIBED ABOVE, ONE FULL LENGTH OF WATER MAIN PIPE SHALL BE CENTERED ABOVE OR BELOW THE B. VALVES FOR POTABLE RAW WATER MANS SHALL BE DUCTILE IRON (D.IJ EPDXY COATED GATE VALVES OR BUTTERFLY VALVES. SEE BLE THE E PIPELINE. ALTERNATIVELY AT SUCH OTHER PIPELINE PI THE WATER MAIN JOINTS WILL A A FARTS POSSE FROM E OTHER I CROSSINGS, THE PIPES SHALL REARRANGED SOTHATALL WATER MAIN JOINTS TREAT LEAST THREE FEET FROM CHAPTERS IN DET SPECIFICATIONS FOR DETAILS. SANITARY SEWERS, OR PIPELINES CONVEYING RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER 62810, FAC., 9. AS-BUILTS SHALL BE SUBMITTED TO THE CITY IN THE FOLLOWING FORMATS: AND AT EAST SLY JOINTS IN GAV(T1' SER WASTEWATER FORCE MAINS, OR AND T. ALL POLYETHYLENE PRESSURE PIPE AND FITTINGS 4 -INCH AND LARGER SHALL CONFORM TO AWWA STANDARD C906-99 (DRI 1) PRESSURE REGUOR LATED UNDER I OF AP 62-61ERS, PIPELINES CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 6ZS10, FAC. O LNG RECLAIMED CLASS 160 AND ASTM STANDARD D3350, 02837 PE 3408.WHERE SUBMITTED TO ENGINEER FOR REVIEW AND APPROVAL PRIOR TO FINAL INSPECTION BY SERVICE PROVIDER'S AUTHORIZED 8. ALL POLYETHYLENE PIPES FOR SERVICE TUBING SHALL CONFORM TO AWWA STANDARD C901(DR9) PRESSURE CLASS 200 AND STANDARD NE) OF THE AIR 15 WILL BES P7ARATED FROMAIRELIEF THE GROUND BY AT LASTO E FOOT AND WILL BE PROVIDED WITH AVALVES ARE INSTALLED THE ARV WILL BE EXTENDED SUCHTCREEENED THE OPENEDOWNWARO ACING RELIEF PIPE D2737 PE 3408. ELBOW. 9. ALL PIPE AND POLYETHYLENE SERVICE TUBING SHALL BEAR THE NATIONAL SANITATION FOUNDATION (NSF) SEAL OF APPROVAL FOR POTABLE WATER SERVICE, SANITARY GRAVITY & FORCE MAINS 10. PVC PIPE LESS THAN 2 -INCHES SHALL CONFORM TO ASTM D1785. THREADED PIPE AND FITTINGS SHALL BE SCH. 80 AND CONFORM TO ASTM 02464. UNTHREADED PIPE AND FITTINGS SHALL BE SCH. 40 WITH SOLVENT -CEMENTED JOINTS, CEMENTED JOINTS AND FITTINGS SHALL COMPLY WITH ASTM D24U AND D2855. 00 LENGTHS SHALL HAVE DIMENSION 11. ATIOI AND 3"PVC PIPE WATER PRESSURE RA TOASTM 02241. PIPE SHALL BE FURNISHEDIN 20 -FOOT RATIO (DR21) AND A WATER PRESSURE RATING OF 200 PSI. 12. PIPE MEASUREMENTS SHALL BE CENTER TO CENTER OF FITTINGS OR VALVES. 13. CONTRACTOR SHALL PROVIDE TEMPORARY THRUST RESTRAINTS, BRACING, TEST PLUGS AND/OR OTHER DEVICES NECESSARY TO SUCCESSFULLY COMPLETE PRESSURE TESTING OF ALL PRESSURE PIPING SYSTEMS, ANCILLARY TO THE WORK. 14. AUTOMATIC AIR RELASE(VACUUM AIR RELEASE VALVES FOR UNDERGROUND INSTILLATION SHALL CONFORM WITH 62555.320(21)(B)FAC & RSWW 8.4.2. 15. ALL BURIED PIPING SPECIFIED FOR PRESSURE SERVICE SHALL BE PROVIDED WITH RESTRAINING DEVICES AT ALL DIRECTIONAL CHANGES, UNLESS NOTED OTHERWISE. 16. ALL FASTENERS SHALL BE MANUFACTURED OF NON -CORROSIVE MATERIALS. 17. LOCATIONS AND DIMENSIONS OF EXISTING RIGHTS-OF-WAY AND EASEMENTS ARE BASED ON THE BEST AVAILABLE INFORMATION. THE CONTRACTOR SHALL VERIFY ALL THE LIMITS OF RIGHTS-OF-WAY AND EASEMENTS IN ORDER TO AVOID ENCROACHMENTS. 18. THE CONTRACTOR SHALL REPAIR OR REPLACE WITH EQUAL MATERIALS IN KIND OR AS DIRECTED BY THE OWNER OR INSPECTOR ANY ITEMS DISTURBED OR DAMAGED BY THE UTILITY CONSTRUCTION OR ITS RELATED ACTIVITIES FOR ITEMS SUCH AS BUT NOT LIMITED TO, PAVING, STABILIZED EARTH, DRIVEWAYS, ETC. 19. CONTRACTOR SHALL PAINT THE HYDRANTS ACCORDING TO FIRE DEPARTMENT REQUIREMENTS. 20. WHERE APPLICABLE FIRE HYDRANTS SHALL BE INSTALLED WITHIN THE ROW. 21. PRO I PER BACKFLOW PREVENTION ASSEMBLIES SHALL BE PROVIDED IN ACCORDANCE WITH RULE 62-555.360, FAC.ANDAWWAMANUAL M14, "RECOMMENDED PRACTICE FORBACKFLOW PREVENTION AND CROSS CONNECTON CONTROL"(LA7ESTEDITIONS) AS INCORPERATED IN RULE 62-555-330 FAC. THE METHOD OF CONNECTION TO THE EXIST NG ACTIVE MANN SHOULD 8E CHOSEN TO ENCSURE THAT THE PRESSURE DOES NOT DROP BELOW 20PSI OTHERWISE A BOIL WATER NOTICE IS REQUIRED TO BE ISSUED BY THE UTILITY SUPPLYING THE WATER. 1. ALL PVC GRAVITY SANITARY SEWER SHALL BE SDR35, UNLESS OTHERWISE NOTED; AND ALL PVC SANITARY SEWER FORCEMAIN 4"THRU 12" SHALL BE C900DRI8, UNLESS OTHERWISE NOTED. 2. LEAKAGE TESTS FOR THE SANITARY SEWER SYSTEM SHALL MEET PROVIDER'S SPECIFICATIONS USING THE LOW PRESSURE AIR TEST METHOD, 5 PSI FOR 5 N41NUTES AND SHALL NOT EXCEED 400 FEET IN LENGTH AND SHALL BE TESTED BETWEEN ADJACENT MANHOLES AND SHALL INCLUDE ALL LATERALS. 3. ALL PVC SANITARY FORCE MAINS SHALL BE COLOR -CODED OR MARKED USING GREEN AS A PREDOMINANT COLOR TO DIFFERENTIATE THE FORCE MAIN FROM OTHER UTILITY LINES. 4. MINIMUM SLOPE ALLOWED FOR SANITARY SEWER PIPE IS 0,40%. S. PVC PIPE AND FITTINGS 4 -INCHES THROUGH 15 -INCHES SHALL CONFORM TO ASTM D3034, SDR35OR26. 6. PVC PIPE AND FITTINGS 18 -INCHES THROUGH 27 -INCHES SHALL CONFORM TO ASTM F679 -Ti, SDR35. T. PVC PIPE AND FITTINGS SHALL BE SOLID GREEN IN COLOR. S. DUCTILE IRON PIPE FOR GRAVITY OR NON -PRESSURE SERVICE SHALL BE DESIGNED IN ACCORDANCE WITH AND CONFORMING TO THE REQUIREMENTS OF ASTM A746 FOR INSTALLATION WITH TRENCH TYPE EI, OR IN ACCORDANCE WITH ANSVAWWA C15WA21.50 AND ANSVAW WA C151/A21.51. 9. DUCTILE IRON FITTINGS FOR USE IN GRAVITY OR NON -PRESSURE SERVICE SHALL CONFORM TO THE REQUIREMENTS OF ANSVAWWA C153/A21.53, COMPACT DUCTILE IRON FITTINGS, 10. DUCTILE IRON PIPE AND FITTINGS FOR GRAVITY OR NON -PRESSURE SERVICE SHALL HAVE AN INTERIOR LINING CONSISTING OFA MINIMUM 40 MILS OF A CERAMIC EPDXY COATING. REFER TO SPECIFICATIONS FOR DETAILS. PRE -CONSTRUCTION 1. CONTRACTOR SHALL ATTEND A MANDATORY PRE -CONSTRUCTION MEETING WITH THE ENGINEER OF RECORD AND APPLICABLE STAFF OF THE LOCAL AGENCY HAVING JURISDICTION (E.G, CITY OR COUNTY) PRIORTOANY DISTURBANCE OF LAND, CLEARING OR DEMOLITION. CONTRACTOR MUST PROVIDE WRITTEN NOTICE OF THE PRE -CONSTRUCTION MEETING'S TIME, DATE AND LOCATION TO THE OWNER AND ENGINEER OF RECORD A MINIMUM OF 48 HOURS PRIOR TO. 2. IFANYTESTING, INSPECTION OR APPROVAL UNDER THIS PARAGRAPH REVEAL DEFECTIVE WORK, CONTRACTOR SHALL NOT BE ALLOWED TO RECEIVE ANY ASSOCIATED COSTS AND THE OWNER SHALL BE ENTITLED TO DEDUCT FROM THE CONTRACT PRICE, BYISSUINGA CHANGE ORDER, OWNER'S COSTS ARISING OUT OF THE DEFECTIVE WORK, INCLUDING COSTS OF REPEATED PROCEDURES, COMPENSATION FOR ENGINEER'S AND DESIGN ENGINEER'S SERVICES AND OTHER RELATED COSTS. 3. SHOP DRAWINGS AND CERTIFICATIONS FOR ALL STORM DRAINAGE, WATER SYSTEM, SEWER SYSTEM, AND PAVING SYSTEM MATERIALS AND STRUCTURES ARE REQUIRED. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE ENGINEER FOR APPROVAL PRIOR TO ORDERING THE MATERIALS REQUIRED FOR CONSTRUCTION. 4. THE CONTRACTOR SHALL PROVIDE THE ENGINEER 48-HOUR ADVANCE NOTIFICATION FOR THE FOLLOWING CONSTRUCTION AND OBSERVATION ACTIVITIES: SANITARY SEWER LAMPING AND VIDEO INSPECTION CONNECTIONS TO EXISTING SYSTEMS STORM DRAINAGE CAMPING INLET TOP POURS (REINFORCING STEEL CHECK) WATER ANDMNP PRESSURE TESTS BACTERIOLOGICAL SAMPLING BASE OBSERVATION & SOUNDING ASPHALTPLACEMENT E OBSERVATION FINAL OBSERVATION I RECORD DRAWINGS & CERTIFICATION I 1. PRIOR TO CONSTRUCTION, THE CONTRACTOR WILL OBTAIN A COPY OF THE MINIMUM REQUIREMENTS FOR AS -BUILT RECORD DRAWING ACCEPTANCE FOR THE AGENCY HAVING JURISDICTION(SUCHAS THE CITY OR COUNTY)AND/OR UTILITY SERVICE PROVIDER, FAMILIARIZE THEMSELVES WITH THESE REQUIREMENTS, AND PRODUCE AS_BUILT RECORD DRAWINGS THAT SUBSTANTIALLY COMPLY WITH OR EXCEED THESE REQUIREMENTS, INCLUDING ANY REQUIRED ELECTRONIC DATA SUBMITTALS. 2. AS -BUILT DRAWINGS SHALL BE ACCURATELY RECORDED AND CERTIFIED BY A LICENSED LAND SURVEYOR REGISTERED IN THE STATE OF FLORIDA AND SHALL MEET THE MINIMAL TECHNICAL STANDARDS SET FORTH BY THE FLORIDA BOARD OF SURVEYOR'S AND MAPPERS IN CHARTER61G17.6, FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027 FLORIDA STATUTES. 3. THE CONTRACTOR WILL BE RESPONSIBLE TO PROVIDE SUFFICIENT AS -BUILT INFORMATION TO CONVEY THAT THE CONSTRUCTION HAS BEEN COMPLETED WITHIN ACCEPTABLE TOLERANCES TO THE APPROVED DESIGN AND SHALL INCLUDE BUT IS NOT LIMITED TO THE FOLLOWING: CANITARV CFWFR• 1. TOP ELEVATION OF EACH MANHOLE FRAME AND COVER. 2- INVERT OF EACH LINE ENTERING AND LAVING EACH MANHOLEISTRUCTURE. 3. LENGTH OF EACH RUN OF MAIN BETWEEN MANHOLES (CENTER TO CENTER). 4, ACTUAL GRADE OF PIPE BETWEEN MANHOLES. 5. LOCATE ALL SERVICE WYES FROM DOWNSTREAM MANHOLE WITH DEPTH AT LOT LINE AND DISTANCE FROM THE MAIN LINE. 6, LOCATE WITH MEASUREMENTS FROM PERMANENT VISIBLE OBJECTS ALL FITTINGS)ACCESSORIES NOT VISIBLE FROM THE SURFACE (MINIMUM TWO POINT TIES). WATFR AND RFI ICF CVBTFM AND PnRCF MAINC 1. ACTUAL LENGTHS OF PIPE BETWEEN BRANCHES AND VALVES IN THE RUN. 2. LOCATE WITH MEASUREMENTS FROM PERMANENT VISIBLE OBJECTS ALL FIT 1NGSIACCESSORIES NOT VISIBLE FROM THE SURFACE (MINIMUM TWO POINT TIES )- 3. LIST THE DEPTHS OF THE LINES AT ALL VALVES, FITTINGS AND FIRE HYDRANTS. 11. MATERIAL FOR GRAVITY SEWER PIPE AND FITTINGS SHALL BE AS SHOWN FOR THE FOLLOWING DEPTHS OF EXCAVATION: nTHFR IMPRnyFMFNTS• A 6' TO 12' PVC, ASTM 3034/ASTM F679, SDR 35 BUILDING(S), SIDEWALKS, PAVEMENT, CURB 8 GUTTER SUBMIT CERTIFIED DRAWINGS TO THE ENGINEER TWO WEEKS PRIOR TO FIN B. LESS THAN VOR GREATER THAN IZ. PVC, ASTM 3034, SDR 26 INSPECTION OF THE WORK TO BE CERTIFIED. 12. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS ON ALL EQUIPMENT AND MATERIALS FOR APPROVAL BY THE ENGINEER AND SERVICE 4. THE ENGINEER STRONGLY RECOMMENDS THAT THE CONTRACTOR KEEP A DAILY "AS-BUILTT" SET OF DRAWINGS WHILE THE WORK BEING PROVIDER PRIOR TO PROCUREMENT. DONE IS VISIBLE EXPOSED ACCORDING TO THE CRITERIA OUTLINED HEREIN, 22. CONTRACTOR SHALL COORDINATE WITH AGENCY HAVING JURISDICTION AND WATER SERVICE PROVIDER TO HAVE WATER SAMPLES 13, PIPE MEASUREMENTS ON THE MAIN -TRUNK' SEWER SHALL BE FROM CENTER TO CENTER OF MANHOLES OR CLEANOUTS, UNLESS B. THE ENGINEER RESERVES THE RIGHT TO REQUIRE THE CONTRACTOR TO UNCOVER, RETEST AND/OR PERFORM ANY ACTION NECESSARY TAKEN AT LOCATIONS AS SPECIFIED BY THEIR MINIMUM STANDARDS AND AS OUTLINED IN THE FLORIDA DEPARTMENT OF ENVIRONMENTAL OTHERWISE NOTED. TO ENSURE THAT THE IMPROVEMENTS HAVE BEEN CONSTRUCTED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. PROTECTION PERMIT FOR CONSTRUCTION OF THE WATER DISTRIBUTION SYSTEM (IF PERMIT ISREQUIRED). DOCUMENTATION OF THE MINIMUM TESTING RESULTS SUCH AS BACTERIOLOGICAL REPORTS WITH RESIDUAL CL LEVELS SHALL BESUBMITTED TO THE ENGINEER 14, PIPE MEASUREMENTS FOR SERVICE LATERALS SHALL BE FROM THE MAIN'TRUNK"SEWER TO THE PROPERTY LINE. THEDEPTHOFTHE 6. FINAL "AS-BUILT"DRAWINGS FOR POTABLE WATER SHALL CLEARLY INDICATE COMPLIANCE TO MINIMUM SEPARATION DISTANCES OR WITHIN 4 DAYS FROM THE DAY OF SAMPLE. IT IS THE CONTACTORS RESPONSIBILITY TO REVIEW AND VERIFY THE RESULTS AS PASSING PRIOR TO SUBMITTAL TO THE ENGINEER. LATERAL AT THE PROPERTY LINE SHALL BE MEASURED AND RECORDED ON THE RECORD DRAWINGS. REQUIRED PIPE UPGRADES. ALL WATER MEAN AND FORCE MAIN PIPE FIRINGS SHALL BE REFERENCED TO AT LEAST TWO VISIBLE REFERENCE DIES (SWING TIES) AND THE NEAREST DISTANCE TO THE CENTERLINE OF ROAD. 23. ALL WATER MANS SHALL BE HYDROSTATICALLY TESTED AND DISINFECTED IN ACCORDANCE WITH AWWA STANDARDS, LATEST R ICE PROVIDERN OF HAVING FOR SANITSEWER MAIN FLOW, THECONTRACTORTRACTORTHOD AND DURATIOTHEN 15. FORACTION AND SERVICEREVIERY W FLOW INTERRUPTION. JURISDICTION ANDSERVICEPROVIDER FOR REVIEW AWRITTEN SCHEDULE AS TO THE PAETHODANO DURATION OF FLOW INTERRUPTION. 7. THE CONTRACTOR'S GEOTECHNICAL ENGINEER SHALL CERTIFY ALL SITE, UTILITY, AND ROADWAY COMPACTION AND ALL UNDERORAIN REVISIONS. HYDROSTATIC TESTING FOR PVC MAINS SHALL BE 150 PSI FOR MINIMUM OF 2 HOURS AND MEET AWWA STANDARD C6061M23. AND PAVEMENT CONSTRUCTION TO BOWYERSINGLETON & ASSOCIATES, INC. DUCTILE IRON MAINS SHALL BE TESTED AT 150 PSI FOR 2 HOURS PER AWWA C600. ALL NEW MAINS SHALL BE DISINFECTED PER AWWA 16. DURING NORMAL SANITARY SEWER MAIN FLOW INTERRUPTION, THE CONTRACTOR SHALL PROVIDE UNINTERRUPTED BY-PASS FLOW AND STANDARDC651. BACTERIOLOGICAL TESTS FOR 2 CONSECUTIVE DAYS SHALL BE APPROVED PRIOR TO PLACING SYSTEM INTO SERVICE. SHALL PROVIDE ALL EQUIPMENT NECESSARY TO ACCOMPLISH THE SAME IN THE FORM OF, BUTNOTLIMITEDTO, THEFOLLOWING: B. ALL PVC WATER MANS AND PVC FORCE MAINS SHALL BE INSTALLED WITH A SOLID COPPER"LOCATING WIRE"WITH SUFFICIENT 24. ALL WATER MAINS SHALL HAVE AN *EARLY WARNING"PROTECTION TAPE INSTALLED CONTINUOUSLY ALONG THE ENTIRE LENGTH. THE POWER, PUMPS, PIPING, APPURTENANT VALVES AND FITTINGS AND/OR SEPTIC TANKER TRUCK PUMPING, HAULING AND DISPOSAL SERVICES. GROUNDING POINTS AT MAXIMUM 500 FEET SPACING. PROTECTION TAPE SHALL BE INSTALLED DURING THE BACKFILLING 6 TO 12 INCHES BELOW FINISH GRADE DIRECTLY OVER THE PIPE AND 9. AS-BUILTS SHALL BE SUBMITTED TO THE CITY IN THE FOLLOWING FORMATS: BE CONTINUOUSLY MARKED WITH"CAUTION - WATER MAIN BURIED BELOW". THE TAPE SHALL HAVE AN EMBEDDED METALLIC DETECTABLE 17. CONTRACTOR SHALL PAY FOR INSPECTION OF THE GRAVITY SEWER LINE BY A TV CAMERA SYSTEM. AVHS TAPE AND REPORT SHALL BE A. IHARD COPY STRIP AND BE BLUE IN COLOR FOR POTABLE WATER. SUBMITTED TO ENGINEER FOR REVIEW AND APPROVAL PRIOR TO FINAL INSPECTION BY SERVICE PROVIDER'S AUTHORIZED 1 B. 1 PDF 25. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS ON ALL EQUIPMENTAND MATERIALS FOR APPROVAL TO THE ENGINEER AND WATER SERVICE PROVIDER PRIORTO PROCUREMENT. REPRESENTATIVE. C. 1 DIGITAL COPY IN CAD DRAWN IN STATE PLANE COORDINATES. I WATER LINE CONSTRUCTION NOTES PER FDEP I 1. ALLPIPE, PIPEFITTINGS, PIPE JOINT PACKING AND JOINTING MATERIALS, VALVES, FIRE HYDRANTS, AND METERS INSTALLED WILL CONFIRM TO APPLICABLE AMERICAN WATER WORKS ASSOCIATION (AWWA) STANDARDS. 2, ALL PUBLIC WATER SYSTEM COMPONENTS, EXCLUDING FIRE HYDRANTS, THAT WILL BE INSTALLED AND THAT WILL COME INTO CONTACT WITH DRINKING WATER WILL CONFORM TO NSF INTERNATIONAL STANDARD 61 AS ADOPTED IN RULE 62-555.335, FA.C., OR OTHER APPLICABLE STANDARDS, REGULATIONS, OR REQUIREMENTS REFERENCED IN PARAGRAPH 62-55.320 (3)(8), FAC. 3. ALL PIPE AND PIPE FITTINGS INSTALLED WILL CONTAIN NO MORE THAN 8.0% LEAD, AND ANY SOLDER OR FLUX USED IN THIS PROJECT WILL CONTAIN NO MORE THAN 0.2% LEAD. S. ALL FIRE HYDRANTS TAT HAVE UNPLUGGED, UNDERGROUND DRAINS WILL BE LOCATED AT LEAST THREE FEET FROM ANY EXISTING OR PROPOSED STORM SEWER, STORMWATER FORCE MAIN, PIPELINE CONVEYING RECLAIMED WATER REGULATED UNDERPART III OF CHAPTER62-610, FAC., OR VACUUM -TYPE SANITARY SEWER; AT LEAST SIX FEET FROM ANY EXISTING OR PROPOSED GRAVITY -OR PRESSURE-TYPE SANITARY SEWER, WASTEWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62-10, FA.C.; AND AT LEAST TEN FEET FROM ANY EXISTING OR PROPOSED "ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM% 6. NEW ORALTERED CHAMBERS, PITS, OR MANHOLES THAT CONTAIN VALVES, BLOW -OFFS, METERS, OR OTHER SUCH WATER DISTRIBUTION SYSTEMS APPURTENANCES WILL NOT BE CONNECTED DIRECTLY TO ANY SANITARY OR STORM SEWER, AND BLOW -OFFS OR AIR RELIEF VALVES INSTALLED UNDER THIS PROJECT WILL NOT BE CONNECTED DIRECTLY TO ANY SANITARY OR STORM SEWER. 7. NEW OR ALTERED WATER MAINS WILL BE INSTALLED IN ACCORDANCE WITH APPLICABLE AWWA STANDARDS OR IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDED PROCEDURES. 8. ACONTINUOUS AND UNIFORM BEDDING WILL BE PROVIDED IN TRENCHES FOR UNDERGROUND PIPE INSTALLED; BACKFILL MATERIAL WILL BE TAMPED IN LAYERS AROUND UNDERGROUND PIPE INSTALLED AND TO A SUFFICIENT HEIGHT ABOVE THE PIPE TO ADEQUATELY SUPPORT AND PROTECT THE PIPE; AND UNSUITABLY SIZED STONES (AS DESCRIBED IN APPLICABLE AWWA STANDARDS OR MANUFACTURERS RECOMMENDED INSTALLATION PROCEDURES) FOUND IN TRENCHES WILL BE REMOVED FORA DEPTH OF AT LEAST SIX INCHES BELOW THE BOTTOM OF UNDERGROUND PIPE. 9. ALL WATER MAIN TEES, BENDS, PLUGS, AND HYDRANTS INSTALLED WILL BE PROVIDED WITH RESTRAINED JOINTS TO PREVENT MOVEMENT. 10, WATER MAINS THAT ARE CONSTRUCTED OF ASBESTOS -CEMENT OR POLYVINYL CHLORIDE PIPE WILL BE PRESSURE AND LEAKAGE TESTED IN ACCORDANCE WITH AWWA STANDARD C603 OR C605, RESPECTIVELY, AS INCORPORATED INTO RULE 62-555.330, FAC., AND ALL OTHER NEW OR ALTERED WATER MAINS INCLUDED IN THIS PROJECT WILL BE PRESSURE AND LEAKAGE TESTED IN ACCORDANCE WITH AWWA STANDARD C600 AS INCORPORATED INTO RULE 62-555.330 FAC. 11. WATERMAINS, INCLUDING FIRE HYDRANT LEADS- AND INCLUDING SERVICE LINES THAT WILL BE UNDER THE CONTROL OF A PUBLIC WATER SYSTEM AND THAT HAVE AN INSIDE DIAMETER OF THREE INCHES OR GREATER, WILL BE DISINFECTED AND BACTERIOLOGICALLY EVALUATED IN ACCORDANCE WITH RULE 62-555.340, FAC. HAZARDOUS MATERIALS SUBSTANCE: (A) THE PRESENCE OF WHICH REQUIRES INVESTIG/ WHICH CONTAINS POLYCHLORINATED BIPHENYLS (PCBS), ASBESTOS, LEAD OR URA FORMALDEHYDE FOAM INSULATION 2. CONTRACTOR AND ITS SUBCONTRACTORS SHALL USE, HANDLE, TRANSPORT, AND DISPOSE OF ALL HAZARDOUS MATERIALS (AS DEFINED HEREIN) IN COMPLIANCE WITH ALL PRE SENTFEDERAL, STATE AND LOCAL ENVIRONMENTAL, HEALTH OR SAFETY LAW, INCLUDING, BUT NOT LIMITED TO, ALL SUCH STATUTES, REGULATIONS, RULES, ORDINANCES, CODES, AND RULES OF COMMON LAW. 3. CONTACTOR FURTHER AGREES THAT CONTRACTOR AND ITS SUBCONTRACTORS SHALL NOT CAUSE THE DISCHARGE, RELEASEOR DISPOSAL OF ANY HAZARDOUS MATERIAL CREATED BY ITS WORK ON OR ABOUT THE JOB SITE. IN THE EVENT OF ANY SPILL, RELEASEOR ANY OTHER REPORTABLE OCCURRENCE, CONTRACTOR SHALL NOTIFY THE APPROPRIATE GOVERNMENTAL AGENCY AND SHALL TAKE SUCH ACTION AS MAY BE NECESSARY TO MINIMIZE THE DELETERIOUS EFFECT OF SUCH SPILL ON PERSONS OR PROPERTY. 4. CONTRACTOR AND ITS SUBCONTRACTORS SHALL, UPON COMPLETION OF PERFORMANCE OF ALL DUTIES UNDER THIS CONTRACT, REMOVE ALL SUPPLIES, MATERIALS, AND WASTE CONTAINING ANY HAZARDOUS MATERIAL FROM THE JOB SITE. CONTRACTOR SHALL BEAR FULL FINANCIAL RESPONSIBILITY, AS BETWEEN THE PARTIES OF THIS CONTRACT, FOR THE COMPLIANCE OF CONTACTOR AND ITS SUBCONTRACTORS WITH THE PROVISIONS AS OUTLINED HEREIN. 5. CONTRACTOR AGREES TO INDEMNIFY, DEFEND, PROTECT AND HOLD THE OWNER HARMLESS FROM AND AGAINST ANY CLAMS INCLUDING, WITHOUT LIMITATION, ACTUAL ATTORNEY'S FEES AND ANY COSTS OF INVESTIGATION, SOILS7ESTING, GOVERNMENTAL APPROVALS, REMEDIATION AND CLEANUP ARISING OUT OF ORIN ANYWAY CONNECTED WITH THE FAILURE OF CONTRACTOR OR ITS SUBCONTRACTORS, OR THEIR AGENTS, EMPLOYEES, OFFICERS, OR REPRESENTATIVES, TO COMPLY WITH THE TERMS AS DESCRIBED HEREIN. OCU GENERAL NOTES (FEBRUARY 11, 2011 OCU GENERAL NOTES: 1. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN EXCAVATING IN PROXIMITY OF WATER MANS, WASTEWATER FORCE MAINS, GRAVITY MAINS AND RECLAIMED WATER MAINS. MAIN LOCATIONS SHOWN ON PLANS MAY NOT BE EXACT. THE CONTACTOR IS RESPONSIBLE FOR FIELD VERIFYING EXISTING UTILITY LOCATIONS. 2. SHOULD A PIPE EMERGENCY OCCUR, THE CONTACTOR SHALL IMMEDIATELY NOTIFY THE OCU DISPATCH OPERATOR (407-8362777)AND THE OCU INSPECTOR. 3. THE COFACTOR SHALL NOTIFY THE OCU CONSTRUCTION DIVISION AT LAST SEVEN DAYS PRIOR TO COMMENCEMENT OFTHE 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) 2549798. 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 MANS 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 OCU MAINS AND FACILITIES, IFTHE 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 WITH THE REPAIR. 8. THE CONTRACTOR SHALL ADJUSTALL EXISTING OCU MAINS AND FACILITIES IN CONFLICT WITH NEW GRADE, NEW OR ALTERED ROADWAYS, SIDEWALKS, DRIVEWAYS, Oft 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. ONLY OCU SHALL OPERATE OCU WATER, WASTEWATER, AND RECLAIMED WATER VALVES. THE CONTRACTOR SHALL COORDINATE VALVE OPERATION WITH THE OCU INSPECTOR. FOR OPERATION OF MANS NOT OWNED BY OCU, IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE WITH THE APPROPRIATE UTILITY REPRESENTATIVE. S. SHOULD CONTRACTOR OR ITS SUBCONTRACTORS DISCHARGE, RELEASE OR DISPOSE OF ANY HAZARDOUS MATERIAL ON OR ABOUT THE 10. CONSTRUCTION ACTIVITIES SHALL NOT CAUSE INTERRUPTIONS IN WATER, WASTEWATER, OR RECLAIMED WATER SERVICE. THE JOB SITE IN VIOLATION OF THIS PARAGRAPH, CONTRACTOR SHALL IMMEDIATELY INFORM THE OWNER IN WRITING. IN THE EVENT OF ANY I CONTRACTOR SHALL COORDINATE PRE -APPROVED INTERRUPTIONS OF SERVICE WITH THE OCU INSPECTOR 7 WORKING DAYS IN SPILL, RELEASE ORANY OTHER REPORTABLE OCCURRENCE, CONTRACTOR SHALL NOTIFY THE APPROPRIATE GOVERNMENTAL ADVANCE. AGENCY(S) AND SHALLTAKE SUCH ACTION AS MAY BE NECESSARY TO MINIMIZE THE DELETERIOUS EFFECT OF SUCH SPILL ON PERSONS, PROPERTY OR THE ENVIRONMENT 7. IN THE EVENT CONTRACTOR OR ITS SUBCONTRACTORS ENCOUNTER ON THE PREMISES ANY PIPELINE, UNDERGROUND STORAGETANK OR OTHER CONTAINER, OF ANY KIND, THAT MAY CONTAIN A HAZARDOUS MATERIAL, OR ENCOUNTER MATERIAL REASONABLY BELIEVED TO BE A HAZARDOUS MATERIAL, CONTRACTOR SHALL IMMEDIATELY STOP WORK IN THE AREA AFFECTED AND REPORT THE CONDITION TO THE OWNER IN WRITING. 8. IF CONTRACTOR OR ITS SUBCONTRACTORS DO NOT COMPLY WITH THE REQUIREMENTS AS OUTLINED HEREIN, OWNER MAY, BUT IS NOT OBLIGATEDTO, GIVE WRITTEN NOTICE OFVIOLATION TO CONTRACTOR. SHOULD CONTACTOR OR ITS SUBCONTRACTORS FAIL TO COMPLY WITH THE REQUIREMENTS OF THE PARAGRAPH WITHIN TWENTY-FOUR (24) HOURS FROM THE TIME OWNER ISSUES SUCH WRITTEN NOTICE OF NONCOMPLIANCE OR WITHIN THE TIME OF AN ABATEMENT PERIOD SPECIFIED BY ANY GOVERNMENTAL AGENCY, WHICHEVER PERIOD IS SHORTER, CONTRACTOR SHALL BE IN MATERIAL DEFAULT OF THIS CONTRACT. 9. ALL AREAS USED FOR FUEL STORAGE SHALL HAVE THE PROPERTY OWNER'S PRIOR APPROVAL AND APPROPRIATE MEASURES SHALL BE TAKEN TO INSURE PROTECTION OF GROUNDWATER AND SOIL RESOURCES. 10. DURING CONSTRUCTION, WHEN COMBUSTIBLES ARE BROUGHT ON TO THE SITE, ACCESS ROADS AND A SUITIBLE TEMPORARY OR PERMANENT SUPPLY OF WATER ACCEPTABLE TO THE FIRE DEPARTMENT SHALL BE PROVIDED AND MAINTAINED CHAPTER 16, NFPA 12009 EDITION FFPC 2010 EDITION. 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 CONTACTOR, 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 MANS TO ANY EXISTING WATER MAINS UNLESS CLEARED BY FDEP AND OCU. 13. THE CONTRACTOR SHALL PROVIDE A JUMPER ASSEMBLY WITH A BACKFLOW PREVENTER FOR MAKING TEMPORARY CONNECTIONS TO AN EXISTING POTABLE WATER SOURCE IN ORDER TO CHLORINATE AND FLUSH NEW WATER MAINS WITH POTABLE WATER. ANY TEMPORARY POTABLE WATER CONNECTIONS TO RECLAIMED WATER OR FORCEMIAIN SHALL ALSO BE EQUIPPED WITH A BACKFLOW PREVENTER 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 (34NCHES 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, MAYBE 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. ti Dewberry® Dewberry Engineers Inc. 800 NORTH MAGNOLIA AVE SUITE 1000 GRLNNOO, FL 32803 PHO NE:40T.843.5120 ENGINEERING BUSINESS AI94 L.I.. 6 W IL 0 F � Z a ^ m W z W U W W U) � 0 CrZT�1 L L W C) 75 Q SEAL �#o O LL K REVISIONS PROJECT# 50083161 DRAWN BY TFSISKH APPROVED BY RMJ CHECKED BY RMJ DATE FEBRUARY2047 DATUM NGVD29 TITLE GENERAL NOTES PROJECT: J:ARDN41FInaNPha5e3A SHEET NO. CO3 CONDITIONS OF APPROVAL FOR ARDEN PARK PUD AS APPROVED BY THE C?y COMMISSION ON FEBRUARY 19,2013,UNDER AGENDA SECTION H.IrEM 18a T7) 1) Except as specifically depicted on this plan, stated In these conditions of approval or set ii. Mtentbnally deleted. VII. Unlsuchd—.a thelmprwem.nh ntemplatedbrlhe Cla,ke Road Rightof- 63) The D...[.per shag ronshct a 6feet high bdrk or other cementtbuswal system 80) The Developer shag it design and permat the Developers expense, eight (act (8')�We forth an the waiver table, development of Urfa property shall be consistent with the la. The CRY and applicant agree to execute any deeds and/or easements as needed to Way sre..*led and accepted by the City, the Deel.per shat be solely .long: (1) the western partnere, of the property abmdng Ingram Read; [2) the southern all—ft along the west side of Clark. Road ..,in of Garcena-Owes Road. The requlrem"' of the City .1 Ocoee Code. compthe e stormwamr system hamster. responsible far the Clarke Road Rightof Way, Including, but not limited to, the perimeter along Glaucoma -Ocoee Road; (3) the eastern perimeter along Clarke Road; and forgo4g shag be Incorporated Into the Preliminary Subdivision Plan and Firm! 2) The City ee of Doom is subject to the lamas, Fewlsbns and restddbns of Florida Statutes, 30) Al exlsZ structures (including buldings, power fres, existing aerial and utility, maintenance thereof and the payment of al applable tense. (4) Phase l norhem and western perimeter along Clwaorm-Ocoee Road. Said wall shag 6abdMsbn Plan for Phase 3 and shag be considered pad of IN Arden Park Clarke Road chapter 163, conceming moratoda an the issuance of building permits under certain facilities) wig be removed and(or terminated prior to or during combustion of the Vill. Neither the Developer, gas successors and assigns, nor any other parson or an* be within ,IV wag and landscape tract. A homeowners association shag own and Improvements as defined In Paragraph 4A of the Development Agreement The circumstances. The Clty has no lawful authority, to exempt any private entity or half dwO.pmmtmpladrg those uses. shag be entitled to any road Impact fee cats or other compensation of any kind maintain the wag and landscaping within the IVwa1 and landscape had except that all sideways shag be constructed as pad of the phase for the portion ofClarka Road from the application of such state legislation and noting herein shag be mnshued as 31) PUrsuanitoGrtMan-No.2001-18asubdMsbnsigagemuslbewnsistentwhh Uw for, an account of, or with respect to the requited dedication and conveyance of gmss and landscaping on the interior of the wall shag be maintained by the adjacent lot adjacent to such all—flx.aW forth on the phasing sdhedit.(Sao Table t al Sheet 6 of such an exem then legally assigned name of the subdivlalon. Any subsequent change to the name of the the Clarke Road Rightof-Way toga City, or the design, erghmering, permttng, owner. The Ina of construction of the brick wall is set forth in Table 1 on Sheet 6. the Land Use Plan). 3) The Projectwll be developed In Six (6) phases or as determined by the PSP. subdivision must be approved by the City Commisslon. and construction of Clarke Road, except as set forth below In paragraph 48(x®). 64) Intentionally deleted. 81) In the event of any wnyct between the provisions of these Conditions of Approval and 4) Water and sewer wYke to Phase l w® be provided by the City of Gcoee. Water and 32) Ali stwmwatermanagementponds wit be unfenced with maximum 5:1 side sleeps Into UC Developer shag, at the appropriate time, appa y far the vaton of Hobson Road 55) Intentionally deleted. the Development Agreement (Arden Park), ft is agreed Nat the provisions of the I metservice to Phases 26 IN be provided by Orange County. Redalmed water col be the pond except as provided for by the water table, so as to lacerate the devebgnentofthe Clarke Road Rightof-Way and quit 56) Intentlonaly delated. Development Agreement(Arden Pack) shag conboL p ... Wed by the City of Ocoeefar the entre Project h aaamdmoo wish apptaNe 33) All building pad elevations shall exceed the 100-yearflood elevation by a minimum of dalm said rlghtofvaty to the City of Ocoee after construction of Clarke Road. 57) Short term rentals(rental term less than 6 months) shag be proldbited. This reUlctlon 82) Ingghto(Omngecounty'songolng Mpmvementsto Ciarmna-Ocoee R..dwhlOmB provisions of the City Code and subject tothe availability of redaMed water. At the time McI2)feet as established by the closest water body or the design of the proled's storm X. Developer shall, at its sole coal and expense, design, engineer, permit and shag be Incorporated Into the dedaradon for the Project and shall provide Nat the for a fear lane dWWed roadway through Arden Park, the Cry shag rot require the of platting, easements Wig be placed over the rally Ines and dedicated to the City of water system construct the entire Clarke Road Rlghtot-Way extension, except for that four- provision may be enforced by the Cly. Developer to construct temporary Nm lanes within the Clarcona-0coea Road rlghtof- Ocaee or Orange County, as appropriate. 34) All declaration of coverems and resections aRectlng he property shag Include the lane segment to be designed, engineered and permitted by Center lake Properties, 68) Intentionally deleted. way provided, however, that N Orange County has not commencetl construction of the 5) Stan—wer management shelf be provided corMslenl With the requirements of ha Owe. following provisions: Ltd. (Center take Segment) Wrsuant to that ordain FhtAmendment to 59) Intentionally deleted. section of the Clarcona-0wee Road Improvements through the Arden Park property by Land Day,lopment Code and ft St. Johns River Water Management District unless as 1. P—W.. alaving the City of Owes the opportunity to levy, correct and enforce Development Agreement by and between the City of Oc,ee.nd Canter Lake 60) Intentionally deleted. the first annhersary of the City's issuance of a Certificate of Completion for the Phases chemise noted N ftwater table, assessments for ..lot-- of ga common areas should the horha a. Properties, Ltd. Developer Will be responsible for the reimbursement of design, 61) Intentionally deleted. (Le., Arden park South) Inf.shuclure, the Developer shag be requited to construct said 6) All underground utfiVes shag comply with OmInance No. 95-17, which requires association fag to do so or should the horrommus association fog to called engineering, and permuting cast Ofthe western two lanes of the Center Lake 62) IntwBohaly delated. Nm lanes and skmvaKs In sccadance with approved plans. pedestaMwunled utility boxes to be placed back off the street, no mora than 5 Net assessments at a level aiming ton adequate maletwerms of the common areas. Segment Indudhhg tum lams. Developer will be respersRte for the construction 63) Intentionally deleted. _ toward of the front building setback Ire, on al residential lots which are Was them 70 I Provision granting the City of Owe, the right but not the obligation, to repair and costs associated with the western two lames of the Center Lake Segment, 64) Intentionally deleted. zlwaurua'Ir e s eaa Rpwt aq m reerwsezlrza ooWam--o—nof-Pad Net In width where the lot abuts the street dghtof-way, tine. maintain lire stommater system should the homeowners assedatlem fag to do so including Nm lanes. The design, ergineedng and parnuttigcol be accomplished 65) Meadow Lake, the 100 -year rood plain adjacent thereto, and a 25 fool buffer upland a)wva.>Raemwjimaamaa,vtr,reir9—o ll..----..—,—lndanmaP+®dmgwmhdnm �Us.nd-- 7) I. The existing gmdes on individual tots containing protected trees will be and seek reimbursement hem the homeowners rawdation, or from the Dwaloper at the wme time, but the construction may be phased In Me lane Segments. The from the 100ywr good plain w® be canveyed to the City at the time of plating. but IN maintained as much as possble, to preserve existing protected trees;provided, If (1) turnover of central of the members has not occurred, or 0)t the Dualoper preliminary engineering for Clarke Road shall be Included with the Pre/mJary be conWBed and malmnlred by the Developer until such time as the City makes passive however, that mass grading will be permited In the areas Wantfied on the final Is sig responsible for the maintenance of the sbumvater system. Subdtlabn Pian for Phase 4 and the final wgineodng for Clarke Road shall be Improvements thereon or otherwise advises the Developer that the City Is assuming . subdNislon plan on a per phase basis. For lots containing protected Uses which 1. Provision providing that the SWMS will be transferal to a respensble operation/ Included In the Final Subdhdsion Plan for Phase 4. Said plans shall 4xNde ag cental and maintenance thereof. The City may open such tact to the public anytime are not subject to mass grading. there will be no grading or other construction an maintenanw enhy acceptable to to City In the event of dlssolugon and that ff utPy extanalons and,tarmmater requirements at Dwebpers expense. after the City assumes centro) hereof. Waivers for Arden Park Individual lots except as spelled In the Mai subdN4slon plan, ung building dissolution oarm without such approval Nen the City may comin-to levy and Developer shag construct its share ofthe Clarke Road Right-cl*ay extension as 66) Drainage easements between lots are shown far locational purposes only. Final easement permits are Issued for thus. Ms. called assessments and Impose gens with rasped thereto metw(thatanding the hereto desedbed as follows: (a) the section from the Intersection north up to and Wmealons (Wldths)wl be shaven on the final su W Arron plan and all be eked to meet .. ISSUE STArmues PROPOSED JUVnRaAT10N & PUBW SENEFR Il. Removal of existing protected Dees wit be Rmlad to areas where mass grading Is dissolumn of the homeowners ass.daMn Including Ne Clarke Road enhance Into the Project shag be wnsWcled With City requirements. I aT Rta�mea.�Hb.leeP—awdumxemw�uor --- .eapa na,drumsm sek.s slrvwtace el.+Oaa Face permitted, dwring.ad right of way .it retention areas as detailed In the Mal W. Provision that the hwnsanners association shag at all times be In good standing Phase 4;(b)the section from the Clarke Road Project entrance north to the 67) Each residential lot shall have the minimum of three (3) bees per lot end one street tree mlmd<eaxcum oaaYm_irna.adranarem,aaay AsaaamNC�.�gtna " subdivision plan. An other existing protected tines on Individual lab will be With the Florida Secretary of State. southern boundary of the school she (aNa Phase 6) ahal be constructed with with a minimum slap of 101E In. height and 2Inch diameter at breast height (DBH). -re"010 .Fart_-een.ummeoa,uawvltao.mwneas:jraao__ m�ae �a��x �4 �a� s+n:edT,wwmiRxdawwypmrmeumuagxr---V- ruvs cry E,pry evaNraled at the Imeof she plan review for that lot to determine whether or hat v. Provision Nat at the time of Nrnaver of control of the horaawners association to Phase S;and, (0) U Phase 6 W developed as a school than alther the Developer or 68) Intemtioally deleted. as7aaa .x�.s.ha w.y..xwamaeoxro ameommmJ w„mfapadaxtase fer°"a°'rt"`f`+m'rE.sw uxwsatkarel each tree needs be be. -,ad. the members, the declarant shall deliver to the new bowof dtedors he the Spool Board, as negogab, s twd boen themseNes, shag construct the ction 69) Far ail privately owned streets, to homeowners assedation wit be responsble ler the Paroem __Pm akpfei =.--.. Til. in order to Insure that as many existing tines as possible will be preserved, all maintenance plan for the SWMS accompanied by an engureets amfiatbn gal from the Nen existing northern mrrNnus of the Clarke Road extension to the continued maintenance of all steels and sidewalks In aaerdaree with al ADA unless othemte acted. 28) AO legal lnsWmenu NcN.Ng but notgmitedRha tledaratlon of easements, covenanW mad rights of way and retention areas will be lagged for review by the City pdw the SWMS is functioning In accordance with ail approved plans and permits.To norhemrmt enhance Into the school site, however, t Phase 6 is developed as megWeirmats that may now or hereinafter be applicable 0 the Project. to any tree removal. No clearing permits IN be Issued for aha work w bugogg the extent that any such engineers report halcure any wnective action is rwk1 dtui than Owebper shag wnsWct said section. 70) The Developer must develop the Project N the phasing sequence rated on the Plan unless cousWdbn until the bees to be preserved have been deady marked with Use required that dedmant shag be required to dlgently undertake such cenedhe XI. The Developer shall, wdgiln 60 days of a request by the City of the same, but In It reserves written approval of the City to deviate from such sequence. Prior to granlg Protection baulars. action at the sediments expense and to post a ash bond with the homeowners no event later than platting of the app[luble portion of Clarke Road In accordance any such approval, the City may requlre Wt the Improvements set forth In Table 1 on 8) 'Wnted,.I,area' shag mean road dghteoLway, and easements may be mass association for the estimated costs of such comec5va action, with the phasing achedulo set forth on Table t of sheet 6, convey W the Chy the Sheet 6 of the Plan be constructed and accepted by the City with respect to any lower graded. Lots all be graded on an Individual lot basis so as to provide reasonable tee vL Provision that no property awned by the City of Ocoee or any .in. governments] Clarke Road Rlghtof Way. The wweyance shag be by special warranty deed numbered phase. protection. Existing grades on tots IN be maluined as much as possible.Lots entity shall be subject to assessments levied by the homeowners.—I.W.. free and dear of al gens and membranes except for thoss, matters acceptable to 71) The City has acquired an Underground Water Reuse Line easement recorded in OR am WiNng protected trees wig have no grading or construction except as specified an the vg. ProvlsbnhatanyamendrmAto anyp.vislon affecting the City requires the the City. The form of the special warranty dead shag be subject to he approval of Back 9905 at Page 6085 of the OtfidW Records M Orange County, Fiodda ss necessary final she Plan, consent of the City In an instrument recorded with he amendment. the Cry. The Developer shall, contemporaneously with the conveyance of the for be extension of militias through the property located east of Phase 1 .cod south of 9) "Protected area" shat mean no residential use IspenNUed.Environmentally enhanced vB. Notwfthst. d*gihawnv.y.naofth..I.-Iatel.tentonpondstota property, provide to the City acmentattorneysopinion oftitle, oracurrenttitle Clarara�OcoeeRead (the 'WoodberyPropedn, PriortoexecuUonofthisSewnd TABLE -1 stomrrcats r management facliks, compensating storage areas, mitigation aearan, open homeowners samclatlon,.r any provision to the wntary contained In these commitment to be hlgowed by a policy of title Insurance, evidencing that fee Amendment the Developer has, at sole cast and expense, designed, engineered, Improvione, Location Phase space, recreation and Ike facilities are permMed to be wnsWded In this area based upon wndtbns of approval, ire Developer shag remain responsible for the simple tit. to the property le U- and Was, dear of al lens and enwmbrences except peemhted and wnstuded certain rally Improvements that are necessary far the an approved plan. Undiaftedwd portions of the protected area may be left In a natural maintenance of the Project's stormwaler management system (SWMS), Including for those matters acceptable to the City. The costs and expenses related to the development of the Property, Inducing but not Winged to potable wets gnes, reuse Water off-staTnrglarmtm state or enhanced whin landsaphg. 10) Before any construction withld Wed grading areas and protected areas, protected Uses all stanawater retention prods until such tore as 0) the entire SWMS for the Project W constructed and appropriate certificates of completion Issued by both conveyance of the property, Including the cast of title work, shall be loom, solely by rhe Developer. Real property taxes on the property shag be prorated as of to lines and sewer pipes, whhbi such easement area. NoMiNstandi g anything in the Aiden Park PUD Land Use Plan, the Arden Park South Final Subdivision Plan, a in the Len Tan lam (2/0 fares, So laps) Wastopad on cwa a,ctcee RI bm Ermaam 5 1 wit be gagged and reviewed by the City prior to removal, No clearing permits col be the City and SJRWM D, (9) the stat—W., retention ponds Intended to be day of the City's acceptance of the conveyance of the same, and the pmroted Development Agreement to the contrary, Developer Wig not be required to camtruct an tan Tun Lam (wit, bre., w 6pr) Ertoh.drnCwowHOrae.Rfuhb Ertrarae4 2 Issued tarthis Work unlit preserved fees are dearly marked. convoyed to the homeowners association have In fad been conveyed to the amount of such real property taxes alrbulable to the Developer shag be paid and a s mad across the Woodbery Property. R9hlTurn —(2la loge, W taper) Weaboudan.wmmt awes RI 1. Ereaae 4 2 11) Exceplfar wesswhe. massg.d(.g is permitted, the removal ofpmlected bees shag be homeowners a ... deffon,05) the homeoseers association is designated as the wansWed by such comer In accordance with the provisions of Secton 196.295, 72) HOA.ep-sbltesshalbeasbg.-: o. Saha P.yat Clones _ grad I Cbdre Road bemeaon 1 �In ad to the nudmwh extent possible and no autherhzton shag be granted to maintenance entry on the records of the SJRWMD and al barefor records Florida Statutes; provided, however, that ff Um conveyance occurs between Arden Park Mosier Homeowners Asn(APMHOA) wall be responsible far: d Atcy'.ason Damodar, Reason Read. abrea.e - endmdemon o(Cbke Fowl 1s e a tree ff the Developer Mefaged to take reasonable measures to presery.the required by SJRWMD have been exerted and accepted by SJRWMD,(W) Ne November l and December 31, then the Developer shall be responsible for real Al Phases wit be members of the APMHOA Cbdn Ruded sbe I—aacma-0aee Ri le Eroam 3(2 hnn els tun Brea) 4 trees on who, City has been provided with a copy of the Developers proposed maintenance property taxes for the entire year. Access Points for Clarke Road will be as shown • Owned Operation & Management of the emhe Development Choke lbaC — RomEnsa .3 In em.ae 1(3.—Ms con bun) E 12) Uniessothemise noted, a5'mlty and drstnagaeasementwilbe ptatedalongalside plan with respect to the SWMS, and (v) the City has been pmvWed with a written an the Plan. Architectural Rule. Committee for the and. .fifty Cistim toad edemed RourErarge l to nen property art Ll lona Gids tum fans) , AICR/apraW KK goes and 10' uffy easement adjacent to the street dghtot-ways. A Wriggly and statement from the hemewmare association acknowledging.wipt of the XII, UPh.s.B.fth. Pmjed Sdevebpedasaschoolslta,andh.questedtodosoby Master womwwar pad tracts operation and maintenance (all Phases) Cu, pear and aeneF kepry ma asgamvssi along corn property 1.(2lees) 3 chair age easement„a be Mated along all Ina new lot Me that .but other lots and a 7.T Developers proposed maintenance plan with respect to he SWMS and that the the CHy. the Developer Shari construct the remaking p.dlod of the Clara Road Operation of all amenities In Phases 26 Eat Ghmway, Bw, Ice 4.ddrg bigot) Mdmm l bre Inh(2x.a ffgaed) and 2a out t-5 utigtyand dreuage easement along the rear of lots that abut the outside perimeter of he homeowners eswdwimt 1. responsible for—him.— WE the SWMS. Right of Way extension from tie narthem most mad ronne.ton IntwwcUon Common Area Maintenance (for at Phases outside of gated areas) development. 35) The articles of incorporation and bylaws of the homeowrrers association shag be ("may) on he school parcel to the narthem boundary of the Property. The Brkk or Committees Wag I entry signage mal tenanw & .ptawment panambe, Fesmrn 13) Al uildee to be placed ,dff& the 10'easement along the font of each lot wig be placed consistent with the fogging provisions. Developer shag be entitled to peceive City ofOcam Road Impact Fee credits far Operation and malmtean- of ClubhouselGammadty, Meeting fac®ry arkk or Cenvri .Wag ad Fahy Fe3tae North &East Sde.fPhs. 1. Saar Sae of Phew 2 Wom O coreCacee Rud forward existing protected trees to be,mawred. 36) Final street naming wit be coordinated through the City building department at the time the actual cast of construction of such Improvements for airy hal section of Aden Park Phase S.bHOAs(if gated) shag be resp.nsble for. NC Fero. Bali and WestSkb olPmse i. 14) Each la hydrant shag be paltnl OSHA yellow N color and a blue reledira marker of Mal plat Submitted. Clarke Read, provided, however, that such Road impact Fee aedits wry not Only applicable Phase owners WIN be members of their respedWe Sub -HOA Fe�ae East of Plans rg cars, Rad Stick rCedlourWal and Enid d S Brirrw Shag be Wfixed tothewool In the center of the lane dosed to each hydrant. 37) AU landscape arenewl belydgated and haveanautomaic rah sensor, exceed the price far such construction that is approved by the City prior to such oashuchr. within be Budgeting for capital.plaamendmalntersoaf Inf WC I—, Mal, or Ceramic— WA East Ede a Phase Ord Rearm Side ofPuma 5 wSthedSb 15) Ag dabage utMty and maintenance easements shall be far the benefit of the 38) The Developer shall compy with Ordt e.. No.2001-19 regarding —,.lty -.ting constr tion.respe per ctive Phase the'Orenge County Gated Community Ordinance” Pigg Fence North East Side of press, 4. Al Skies.1 ft. S. homeownss.Swa tkm or local government, as appeopd.te. The land burdened by such room requirements for residental subdivisions, except to the extent Nose requirements XIII. All property ww.f Clarke Road,omred by Developer amt adjoining Lake Trout Common Area Maintenance (excluding stannuater pond bacls{ndudedIn PVC fence Weil SWa of Phase 2 nd S.kh rya d Piva& ease meats shag be wined and maintained by the Individual lot owners. are waked herein. sm to be wwayed to the Cly of Ocoee at he same mire and Intra same meaner APMHOA) of areas within the gated portion of the .,Pod. Phase Brickot CanadirsWel Wed Side ofPlow 3 and 4 .alms Immmfaw. Recithried s IN It will be to brigadieracrdance Shall be ronsWed to Wata any the Land Development Code entre Clarke Road Right -Of -Wan Is as eel forth l ova. NohNg hereinextent Operation & malnlenance of rhe.spedta Phase stommater management a proved of from Ingram Rond In accordance win apitiabb Provisions of development gr m Read with development expressly table explicitly sat out on plan. except the extent expressly sat forth on a water Wine except pmo. ponated ,8 aha Clarke Road will be buy In phases pursuant je prior to the completion of system ne Code a. subject redalmed water. Al build out severtr connections to thhatme after Therefore, subdlrhbn with h gates and shy shall 40) Tha entire Pr 34 the con t, W Ic construction of the elementary sdhod within the Project, whichever occurs first. Operation & maintenance of .0 wMN the respective Phase les singlect heThe dnglrwned home Stas and common areas WE be IndWWuaty metered. All IN an IN welas VIII, Chapter of the Omnia County Code fur gated wmmunles as well as O as tie forgatd as XV. Intstlona0y Deleted. Intentionally a Phase gats e respective Operation 8 molten,. ofthe rein p reuse mains col op owned and truInWNetl the City. a that that maybe enacted prior to approval cribs PUD. my a t any amendments N Natnge sad or soil wood sh.bs maybe planted war Cry Ocoee las. 73) Na tees, led Cama I pod creat Prk Arra 1 ri of ramps 17) The Developsrshaltconstruct appropnatawrb ams C Orange County resdndsor-rues t.have r.ovatlha for gated Further, NNahe, 49) rand er tw , wig the Project's maser The Owrreremto dha+r Pkde TebbaraMnmelPay Areas Cartel Pah Area a .tel minesareas a masothesensured)I In camnunyen Nen t ahe'Cmeof PUD approval shat control. Al L Prbrto permits for Phase SrFNe Projectot ner agent for for the(imposed elementary sdwol age. The OwnerINClbhum/pool ma sedele The a 3 WadS:6adLs,aS steers.Sideways lb eparas phyofWlyc.9e 9ctlonssons togas agas.abyreats.Si orderto provide pled o fy Codonsheged saidose Cluny Code Chapter to the "Cowryshag bedeemndtorefer to he reWfar shag Improve NalprNanonIngram vethallghsuanaof Road the PropertyIntoUse ha during the tate on .1. mamentsyand wedAt.th also dint Wtlsdedlm Snaftafwuk,pArw 2 .Rama. dewatsend lotydaeengedpcted at abutting each platted lot shall becenst.cted at the time ddevelopment of the lot When p rp 'CW for purposes of this requirement. e mamjacentto was wN and gager section two lane roadnay as shown In the Lara Use Plan analyte thazaofetwork Awled hit cra The sdcol site allbeplatted.narrently with the plat that creates the matl network School site will Garebo (pcnc 3arer) NxhsdefL"$nm ReueasrnAraa 3 Wdewarks am constructed an comer lots at certain locations, the ddewaris IN be 41) An overall subdivision plan shag be available for review by prospective buyers Ind on ('Ngrsm Road Improvements'). Further, he Developer shall be aimed to providing access to the school site. Appropriate drainage easements, In favor of the awrbck(a6W EadS�ot lain 3r.r Pu.a/ahArea 4 Side Sam tacraston Area 3 he appropriate ramps will be constructed. Sbewals extended to the aabandwill N site residential sales offices. design and wasmat a Lav Impact Development drainage system that Would Orange County School Board, will be granted al the thus, of plating of the school she, casabaUpicdc cher) Souhaest of Are.d 25 adjacent to rramen areas shall be wnsWcted at the time of subdivision Improvements w 42) To the extent any Fin stations are requited on the pmpedy they Will be conveyed at the uttoa males. No connection to Ingram Rad W panned. In consideration for the either by plat or separate dowmmt -°dsoAc>.out PnmbofSnefr§pre-icnAm4 for the phase In which the common area Is located. Sideways far tla enhance roads and time of Mating. Ail such Gig stations shag be fenced with black dew.Ne aluminum construction of the Ingram Road Improvements and provided that Uv 75) A 2$4.ot upland butler Is required above ag welands and 100 -year f.o pWN areas bop roads wry be constructed contemporaneous with the construc8an of subdivision ren-, and shall be set back no lass in. 251mm any sheet. Such IN stations shag.Iso Improvements to Ultram Road as set forth N line Land Use Plan are commenced unless waved by the City as pad of an envfonmemal enhancement program. WAVIER TABLE Improvements for that phase. 18) Al common area M havements Includingentry features wags lands -ping and be screened with hedge4ype shrubbery, such as viburnum or lgusWm. Ali such lig stators shag meet al requirements of the City at Ocoee or Orange County .a.ppliable. within he tore frame set forth herein and completed whin me (1) year of named the Developer shag be mN.d to —Ile City of Owes mad 76) Ag right ofway outside ofihe gated portions ofthe property, unless blreded otherwise by ft City wR be conveyed to the City by special wanenty deed. p sidewalks along al mads, as well as landscapingaround the retention pond tracts shag be 43) During Submittal of a PSP for any single4amgy development the Developer must show Impact fee credits for the actual war of construction of such improvements upon T7) CODE ISSUE STANDARD PROPOSED JUSTEICAWN&PUBLJc SENERT completed prior to issuance of the certicats of completion for those corresponding "common areas'wham required recmadoral facilities col be bated wl*Ure lawman of a Certificate of Completion for the Ingram ft -d improvements and a. As the Developers contribution tervards the Intersection and for the mitigation of I — — amsneauso _ a.saawwuw.ane TO__P`'14`me_._pi0d'O'Teioid1'°`D"`_. "`�RII1s°u°`�afagfedOO�"�m"r,_ phases which we Matted. Notwithstanding any prior City policy to the contrary, prior to residential subdivision, In accordance with the City of Ocoee Land Development Code. acceptance by the City. The Developer shag submit to the C SDeveloDevelopment p tafecImads arhl from the Project the Developer coil pay to the City a ash g errao,rara Dva.x„gm TOS K°P1ievAnrmu.setcoveaa�, � vm ae�x,. noroo rase, he hal alar completion P City ere issuance of a rneluate of etlon ler any AA screen coals, landsape bo e., entry and comer lentis- Improvements, and Pe P Committee 'DRC" ct documentation to su d an Road ('DRC') orY Support y Mitigation Payment. The Tran Mitigation t of 525000e (the'Troyc ) ail payment DI-o—evrea,Iao 2 a7aa yexFlsdP®h to Pe1aP,ne sag axxa.ra.se.ese�,t men. - con ad rdPaasm �rrmlm ct each Individual homeWtdstopermit and construct no more than four (4) model homes (4 sidewalks shatberompleted prior to lssuanse of the Cerligale of Completion for Nose sidewalks o this the an impact Fee credit pursuant to this Condition and the actual .rnohmt of the Road Impact Payment aha/notbeonset or reduced. Neither the Developernorany other . «aml'B�r•a+an® ennv,ahmavahea+aowaonm>Mm s, anal for wch phase, provided however, no rare than eight (8) models total wry be approved areas whish a. Matted. Impact Fee credit shall thereafter be determined by the DRC based upon a roview parson W enhlled to mad Impact fee credo as a result of such payment r—ad I—to—aoe.dwda wawa l m,— auto_. ---. for any parOwur phase without the prior approval of the Director of Development 45) Each Matted phase of development shall stand on 85 own, or In connection with of such satisfactory documentation in the manner provided by ibe Road Impact Clarke Road shag also be putted In accordance with the phasing schedule set forth on Table 1 on Sheet 6. a ail 1 wartrm. aunt wammd r'n�.ns..,am,Inas:ausosa,._wdmw. s',aoe.I , Semites. previously developed phases, with respect to public sendces(sewer, water. wonnewer Fee Ordlance. The DRC shag not be marked to appmve any Road Impact Fee b. Th. Trailer Mitigation Payment shag be due on or before the earlier of(d January ,— Towaroal_Povdbrabmabmaaae,er.N,6.aasa'dain Rvwl. 19) Street lights, security light and lighting for common areas meeting anent code management, access end other related services). aadgs far costs Marred by the Developer whish exceed the amounts Set Ruh 1,2015,orU)the data on which any building pemufs are Issued for Phase 3 of 4 a as ,,;,m„m,yd,e,� and .sagsmramero—, m ejwse— oak w-1, requirements shall be installed by he Developer an a phase by phase basis prior to 46) The development of this Project will Incorporate the stmerw.ter needs of aft rads within herein. Except as aforesaid, the Developer shag Trot be entitled to any Ne Project; provided,however, that the City may by written nota to the s eTaaa4 Mm.,..n—.,- at -- ry,a.J:mmm *ownvaa+a®. f.`m,,..u_uuar.us_r,_l. Issuance of a cerguale of wmpeti.n for the respective phase, Installation of such the Project the Clarke Road extension and the Ingram Road Improvements, In compensation N wrmectbn with the Ingram Road Improvements. Developer require that the Developer pay al or a portion of the Traffic Mitigation .�_pv4aefe6w�D'_Sl I lna'p°.+m` .n, `"'�.'°mhm`sv+'ceinra�'h' is d Ightlng shag be at the Developers expense and the cast of than operation wit be aaadance with the Center Lake Annexation Agreement referenced In COA 948 below, L In the event that the Ingram Road Rightof-Way adjacent to the Developers Payment at sm earlier date to US, extent the City dwernInes In is discretion that gig .e limen a a nares eco roa:dv — E,,, sdaur.a .awe�bme>a Wo,a assumed by the Developer in accordance With Section 6-8(D) or ft Ow - Land that porton of Clarke Road wry have Its womwater management needs aemed by the property Is lass than 6VIMde, the Developer shall donate adoleonal Rightot- such funds are needed to pay towards the design, enginearing, permithg,hkm,m&sp�mrh --nm,a*--- .aenea__s,e_P a.wawa_ 7 euas n'uP"d, ffPOT1M —,a -- Development Code. In the event that Duke Energy has, through no farrlt of the Developer, foled to Insult the street lights prior to the time that a particular phase of Canter Lake property. 47) In any gated area, a perpetual, nomexdualm eawment for access over al Internal Way an the eastern side of the existing Ingram Road Right -a Way. The City shag be responsible for any additional Rlghtof-Way needed an the Western Shia installation construction or algafiaaffon of the Intemeedon and other Imprwementandw.d insists. in the event the City provides such notl-,the Tres 7vn Ny,v.aan_,P 1 C°O^"b�"dd`"am r..n.rav� —_- �mm mragaemmnlaadB—a r-ao�ax+ to.ma developmentvcuid otherwise qualify far a certficate of completion, the City wit issue roadways and paved areas shag be granted In lova of the City and otheripplable ofthe existing Ingram Road Rightof-Way. Developer shag pay u Ua City the amount requested within thirty(30)days horn -- n Acommrm,wv,. all a een wonebrach —o,— n � Substantial Completion notice but WE not allow a Cerdiate of Completion to be Issued authorities ton law enRroement are, and other emergency servkas, fit AU stamxater needs related to the Ingram Road Improvements where the m they the data of wch nota. a sax asmsx. ama.,m&omecn taO nareewayry renmmsemdavm,m+. without the sheep lights Installed for rlmlar phase. If table, the Developer and 9 Pa P PW 48 The following mNWbns shag apply ) P adjacent be the Dave beets Project m'e be provided the a stolding Homeowners Associationpmerw will be to and exemia a City of Ocoee i. The parties c awkdge that Road is Intendedtoa improved from he in Issuance of management system and constructed pebr io obtaining Issuance of building c. Intentionally deleted. Raab vaaneau nm,a,dusPde®.svo ue Developers end Homemmers Association Agreement far Upgraded Street Lights, as soca do regiment Road Intersection with Garcon. -Ocoee Road (the'Intarssctlon�RNe northern Clar parmhs for Phases Sor 6. %ens -Io app.s.:.<•alnm:dUoaR.howamahr�shwy +A ala found In tbe Ocoee Land Development Code, Form 12, boundary of the Property (the "Clarke Road Right -of -Way') as set Ruth on the W. At any time plow to the Develops constructing Ne Ng.m Rad Improvements, d. Prlor to the effective date of this Amendment the City has contracted for lEgg 20) Ahomeownwe assodatlon wit be created for mahtenan- and management of all =am areas aim Wclties, Including righting, unless otherwise noted. matrix found on Sheet 6 and ldenUued as Table l thereor,The Devabpershag wnsWct Clarke Road N accordance with the phasing Schedule as set forth on the City or awry other governmental agency may elect, at such party's option and expense, to consWd or reuse to be consoucted the Ingram Road Improvements. engineering servkasfor design modifications to the County's Clwapra-Owee Road ProjectN furtherance of the County Project Fulsbn. Uponrecelptofan II)--a.egstdcwam.awx+a ro.ermpr a„rec.hgmn _ — . . '—V - . Pq,dmd mp.hc.mh corn xsmaswr a.,. .— cmpetam.. fen 21) A homeowners awadatiun shag be responstNe for the mallenan-of al landscape said Table 1, as modified by COA No. 48(XIV) below. To the extent the City or other party constructs such Improvements to Ingram Invoke from Ure City. the Developer shag relmbu.e Ne City for the cast of such zlwaurua'Ir e s eaa Rpwt aq m reerwsezlrza ooWam--o—nof-Pad areas. Landscape .—a shat be kept In ahaat, hearty and mderly, appearance free of H. Illa.dmowledged that Cenur Lake Properties, LW., or is a--. and assigns, Rad, Developer wit not be entitled to any mad Impact fee credit N connection engleeedng ssvkes and shag be entitled to a credit agalest the Traffic Mitigation a)wva.>Raemwjimaamaa,vtr,reir9—o ll..----..—,—lndanmaP+®dmgwmhdnm �Us.nd-- refuse and debris. shares responsibility for a portion of the Clarke Road Rlghtof-Way bnprovement the.wiah. Payment far such rebnbutuemenl 22) AU tads that we to be awned and maintained by Ube homeawrem association or the City as set forth In that certain Annexation Agreement between Center Lake . Intentionally deleted. ofOwee, as applicable, and shag be conveyed to ft homsawners association or the City Properties,Ltd. and the City dated August 21, 2001 and recorded N Official vi. Neither the Developer, its waressors and assigns, nor any other person or entity 78) Affieen(15)aae paralhas beenreserved ontheapproved Arden Park PUDI_wd Use ofOcow, as appkaNe, by warranty deed at the time, of plating. Records Book 6332, Page 3000, Public Records of Orange County, Florida. shag be entitled to any mad impact fee credits or other acmperawlen of any kind Plan for Potential acquisition by the School Board of Orange County for an elementary 23) Any damesgecaused tomypublic right ofway,aamsuNofthe waWdbnactivites Access points to the Project shag align with the Oak ThAResomscresspotnts, for, on account of, or with respect to(a)mydedication tar Ingram Road rtgbNsN ached (the'SdcolSite'). Nobuilding permits wig be Issued for amyphesesbeyond Waivers for Arden Park related to the Project shelf be promptly repalmd by the Developer to the applicable III. Cents Lake Properties, Ltd.,has wmmyed to meetstonmvater requirements for my as set forth In 49(l) above, or (b) the turn lane Improvements set forth In Phase 4 of the Projed unless Ua School Bard has: p) acquired all or as much of the governmental standards at the DweWpers sola cast and expense, a portion of the Clarke Road Rtghtof-Way as set forth N the Annexation 49(v) above. School Site as It deshe to acquire for use as an elementary school ate; (t) entered Into a .. ISSUE STArmues PROPOSED JUVnRaAT10N & PUBW SENEFR 24) There shat be no access from the property to Clan Ocoee Road, Ingram Road or Agreement.However, ff he Developer undertakes the extension of Clarke Road 50) Development within the 100 -year floodplain and jurisdictional wetlands are subject to the binding contract with Developer for the purchase of at or such portion of the School Site I aT Rta�mea.�Hb.leeP—awdumxemw�uor --- .eapa na,drumsm sek.s slrvwtace el.+Oaa Face Clarke Road except at the approved locations sham on the Plan, prior to Canter take Properties LW., than he Developer will need to provide for provisions of the Ocoee Comprehensive Plan, wludh may under certain cuwmsWrh-s ala the ScMWB.aad.aire. Rr use as an alemanury scrod ane with such convaran-ta mlmd<eaxcum oaaYm_irna.adranarem,aaay AsaaamNC�.�gtna " 25) All areas ..a., uti illy and drainage easements shall be provided prior to or at the time the stoewwor requirements with the Property an a temporary basis ung such arm development In to 100 -year toedcalm elevation or jurisdictional wetland occur prior to the Nausece, of building permks for Phase 5 of the Project; or, (6q given -re"010 .Fart_-een.ummeoa,uawvltao.mwneas:jraao__ m�ae �a��x �4 �a� s+n:edT,wwmiRxdawwypmrmeumuagxr---V- ruvs cry E,pry Owing. of Owen, tore as the Center Lake property is daveio ped. Developer demorhsbale Nat there be haeaseIn bound. The Developer development Policy seas based ha perray Comore Ie Plan 2.3 Chapters ha Dame Compreheeate Plan development In Toper Irides notice that ft no longer Intends to acquire any a al of the School Site. Dove tie Nothing hereIn be to that the Developer convey he School She at as7aaa .x�.s.ha w.y..xwamaeoxro ameommmJ w„mfapadaxtase fer°"a°'rt"`f`+m'rE.sw uxwsatkarel 26) Ail utltles Including etecfkal,more, N,and telephone and Including any onsite 26) -IsMg overhead wires shag be Maced underground, N. shall col no extreoNinary construction or noWntenan-costs as a resuk of the depleted Clarke Road Right of of whish permits such cases where offeating on -she environmental mitigation or enhancement of these areas is shag ronsWetl regale a peke below the fair market vaue thereof. Paroem __Pm akpfei =.--.. 27) Parking shat be provided In accordancewith the City of Ocoee Land Development Code, Way .09c dL demonstrated to Improve natural functions or to provide low -Impact uses or rareallonal 79) Nine event that the School Bard aotltes Developer thalh has decided nolle acquire wNMn.Padaelty. *- —_—, o %Tawe o-sJhsm,r Im coy maea.,rodw4 rm.aerw>ama. yn�duna..m,a„q.-�t.wdym,s unless othemte acted. 28) AO legal lnsWmenu NcN.Ng but notgmitedRha tledaratlon of easements, covenanW V. Developer bema onsbla fora w.tlands tion necessary due mitlgW ry P P Road wnsWtll.n of any porton of Na Clarke Road Rlghtof-Way on its Property. amenPoes which encourage menl of such areas. An such exception shag be 9 lY itau P welueted as (ionone preliminary subdtlsbn plan Submittal. Nothing wnulned herein the School site, or an portion thereof, for an Warrom ny school site the Dwe hall any lepers pwWe written notice of the Sdrool Boards decision to Ure Cly ManagerwtNecopy to �� 5alaed,mw,m.,.e+n wmn.vrmnaw and restktions, association documents and deeds conveying property to a homeownem Vi. Al Dev.lopersexpense,Developerwllprepa.andp,.M.Ne CftywMa shag be construed as gmndig any such exceptions, unless waived by the City. the Cty Attorney. Upon receipt of such written notice the City shag have ably (60)days association shag be approved by the City prior to plat approval and shall comply With ail mems and bounds legal desaiplbn and sketch of description of the Clarke Road 51) An emergency access easement to at retention pads and war all drainage easements to notify Developer In writing whether ft City desUes to purchase the School She at its Ordmances of the City in aged at the but of recarding of any such Instrument Right of Way and shag Incorporate the same In pints of Nal portion of the within the Project shall be dedicated to the City of Ocoee for emergency meinleran- gran fair market value, such purchase to beconsummated within Shty(60)days ager the 29) Aden Palk slomnvater system Property adjacent to the Clarke Road Rightof-Way. The aforesaid legal purposes at the tme of platting. The emergency access easement we not Impose any Developers receipt of the City's notice of election unless otherwise agreed In writing by 1. Private streets (gated)—The entire Pe,ject A be gated. A9 pines, trials, description and sketch shall be certified to the City and shall be settled to the obligation, burden, responsibility or gabby upon the City of Ocoee, to enter upon the City and Developer, manholes and structures accepting .noff from each portion of the Project Will be review and approval of the City. The foregoing shag be accomplished In subject property or take any action to repair a maintain the drainage system, . owned, operated and maintained by the appropriate Sub-Homeownere conjunction with the prelmiary subdivision plan for Phase 4 and shag be shown 52) Development of this prop" shall be wnststent with the Development Agreement. In Association. Stormwater pond "cis, thchat ng landareping, we be wined, on said preliminary subdivision plan and the Mal Subdivision plan for Phase 4. the event of a conflict between this Plan and the Development Agreement, the operated and maintained by the Arden Park Master Homeowners Association. Clarke Road shag also be putted In accordance with the phasing schedule set forth on Table 1 on Sheet 6. Development Agreement shall control. Dewberry® Dewberry Engineers Inc. 600 NORTH MAGNOLIA AVE SLATE 1000 ORLANDO, FL 32603 PRONE:40T.843.5120 ENGINEERING BUSINESS 67M W z Q M W 0- U Z`W^} UJ VJ �••�1--••�� Q..I_. Z M W Q REVISIONS PROJECT# 50083161 DRAWN BY TFS/SKH APPROVED BY RMJ CHECKED BY RMJ DATE FEBRUARY 2017 DATUM NGVD29 TITLE CONDITIONS OF APPROVAL PROJECT: J:wARDN4TbmhPhww 3A SHEET NO. C04 E I C B A Qz 4 7 Z A r PERMITTED WETLAND IMPACTS PHASE 3A & JB PER ERP -IND -095-106746-4 BOUNDARY LINE (TYP.) X m V,-... :�.. / i � , ��. ;•� .-,•..� � ri�fr:�.�ll1i>i)�,>�i�iiiiii, �..�� 'Iff Iml N_1G Will PROP RTY BOON ARY ' \ (TYP.) SOILS LEGEND LEGEND 0C CANDCENT LER FINE SAND, 0 TO 5 CONTOURS ------- PER SLOPES CANDLER FINE SAND, 5 TO 12 PROPERTY BOUNDARY Z PERCENT SLOPES SOILS DIVIDE LINE ....................... CANDLER-APOPKA FINE SANDS,5 TO /Z PERCENT SLOPES SOILS LEGEND 34 SHWT CONTOURS 135 38 ST.LUCIE FINE SAND.0 TO 5 W0 < PERCENT SLOPES WETLAND LINE 1: Z (L W 46 TAVARES, A 25' WETLAND BUFFER ------------ NORMAL HIGH WATER 4`1 \ 50' HIGH WATER BUFFER 1-90'AVERAGE 100 -YR FLOOD LINE *NNW FLOOD LINE FLOOD LINE BUFFER BUFFER (TYP.) LIMITS OF FLOOD LINE BUFFER 25' WETLAND BUFFER (TYP.) EXISTING WETLAND LINE (TYP.) FIRM ORANGE COUNTY, FL MAP NO, 12095C000F PANEL 210 OF 750 GI S 100 -YR FEMA LINE (LAKE SIMS) J' ELEV.86.5 NGVD29 ELEV. 85.5 NAVD88 I \ ZONE AE A PROVED )GH WATER L V TIO 77.0 (NGVD29) 50' /-1/G WATER BUIFE (TYP.) PERMITTED WETLAND IMPACTS P R,ERP-IND-095-106746-4 PHASE 2A 2B 8, BOUNDARY LINE (TYP.) SHWT CONTOURS E, F-P6Rf By 0 'NCE: GEOTECH R", ONj E SAL \ENGINEERING SCIENCES CIP Dewberry® Dewberry Engineers Inc. BOONORTH MAGNOLIA AVE SUITE IM Oft r*. FL 3280 P ONE.407.MlWO ENGWEERING BUSINESS 47B3 0C W od F- < Z W 10 CL U W LL LU Ld z U) 0 a W0 < 1: Z (L W 0 < M *NNW CIP Dewberry® Dewberry Engineers Inc. BOONORTH MAGNOLIA AVE SUITE IM Oft r*. FL 3280 P ONE.407.MlWO ENGWEERING BUSINESS 47B3 0C W od F- < Z W 10 CL U W LL LU Ld z U) 0 a W0 < 1: Z (L W 0 < PROJECT# 50083161 DRAWN BY TFSISKH APPROVED BY RMJ CHECKED BY RMi DATE FEBRUARY 2017 DATUM NGVD29 TITLE EXISTING CONDITIONS PLAN PROJECT: J,"DW1Fhia0Phaso3A SHEET NO. C05 I (TYPJ II (ST FENCE �PHASE F ( (TYPJ � 1 15'X50' GONST�UCTION �I R ANCF, GRAVEL SEDIMENT PA/,F4$RIC I LINER (SEE( -/IS T) l ' Q I V DETAIL I,+ � I �flEI U/, �v rt�vl�Iirlllil �h Q) PHASE 3B 4\ 1 II ii 111 SILT FENCE -J (TYPJ H w�J All � �~ 1 JMwo 4y t ,. A V H+ WA�,jJ =it YY"yyw 1 Y�14 "Y�% ` •. a ' 4x4 11000 POSTS I Zx4 NOW RAILS DEEP BARRICADES PLACED AT PROTECTIVE RADNS SEE NOTES THIS SHEET NOTES: 1.) BARRICADE TO BEPLACED AT OW LINE OF TREE OR MINWUM OF Id FROM TRUNK. 2.) TREE PROTECTION BARRICADE SHALL REMAIN IN PLACE UNTIL CURB AND PAVEMENT IS CONSTRUCTED IN IRE IMMEDIATE MON TY W TREES TO BE SAVED. TREE PROTECTION BARRICADE DETAIL Qi I QINLET S PROTEC (SEE Di (TYPJ q A D328 LAT,- 2eJ6'4896'N LONG: 8rJrJ180W N•1556/5957, E•48755256 TYPE 'E'OUfFALL WITH STEEL GRATE TOP 9080 IHV. 74JO FENCE THIS A r 1. The contractor shall comply with oil federal, stale and local laws and oil regulations controlling pollution of the environment. 2. The contractor shall develop and Implement a stormwater pollution prevention plan (SWPPP) according to EPAIFDEP NPDES criteria to minimize erosion and Insure proper functioning of storm water management system upon completion of construction. In addition to meeting EPAIFDEP NPDES criteria, the SWPPP shall be submitted to and comply with local agency having Jurisdiction's minimum erosion controlcrlterla, 3. Contractor shall execute all measures necessary to limit the transportation of sediments outside the limits of the project to the volume and amount as those that exist prior to commencement of construcllon.This condition must be sotlsfled until project is fully completed and accepted, Contractor shall provide routine maintenance on temporary erosion control features of h1s expense. Provision must be made to preserve the Integrity and capacity of check welrs,sedlment basins. slope drains, grading patterns, etc. Required to meet this provision through out the life of construction. Contractor shall provide 6yntheflc hay Doles. slit barriers, murofl filters, temporary grossing, etc, as required to fully comply with the Intent of this specification. Contractor shall provide continuous monitoring of erosion and sed/ment controls token and shall document a// corrective measures. A copy of the approved SWPPP shall be kept on site of al/ times for review by owner's representative and by NPDES Inspectors. This permit must be submitted to City of Ocoee by the contractor prior to the Issuance of permits. 4. The owner and/or contractor shall provide o notice of Intent In accordance with crlferlo set forth In the NPDES permit requirements 48 hours prior to beginning construction, clearing, or demolition. S. Provide effective temporary and permanent erasion control following the requirements In Section 104 of the State Dept. of Transportation standards specifications for road and bridge construction, latest edition. (F.DD.T.Section 104) and requirements by the FDEP, NPDES and the City of Ocoee. 6. Inlets and catch basins shall be protected from sedlmentotlon resulting from surface runoff until completion of all construction operation that may cause sediment runoff. FJ/ter fabric shall be placed and malntolned under the grate and filter socks placed In front of the throat of curb Inlets, during construction. 7. Turbidity barriers must be Instal/ed at at/ locations where the posslbllW of transferring sediments and suspended solids Into the receiving water body exists due to construction. Turbidity barriers sholl remain In place until construction Is completed.solis are stabilized and vegetation has been established. 8. All slopes 5,1 or greater shot/ be sodded. All pond slopes and rlgits-or-way shall be sodded. 9. In accordance with FDEP and Water Management District permits, oil disturbed areas shall be seeded and mulched within 7 days of no consiruatlon activites. AND SILT FENCE ORANGE 'ENVIRO' DRAWN BY N SILT FENCE POST POST, TYP FENCE ATTACHED IZ I f"CUM PoSTS 20 !INCLINE POSTS TO VERTICAL POST I,� TOWARDS FLOW) GTOWARDS FLOW) IWj � SILT FENCE— IW FABRIC SILT FENCE FLOW FABRIC. TYP EXIST. ATYP, o GRRIX/NDG DIRECTION GROUND 3 FLAY 3� 6' V I NOTES, BUFryFER uN MIN E5' AVERAGE I CQ TRACTOR /5 RESPONSIBLE FOR MAINTENANCE AS FDCIAWSi 4 SILT FEACES SHALL BE INSPECTED IMMEDIATELY AFTER EACH 7 \ NOTES RAINFALL AND AT LEAST DAILY DURING PROLOIK)ED RAINFALL. coA,- - is RESFVNSIeIE Foo YainENavc£ As FounWs: ANY REOVIREO REPAIRS SHALL BE PAGE IMMEDIATELY. \\\\ \\ R\ ( \\(' f �__` \ I \ \\ I RNNFAU LMINSPECTED-1aEA ES 5I/A[t BE0 AFTER EKH E SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTNE PRIOR uAYPE� EYEY �NF/[L 70 THE END OF m5 (/SE.m SMALL BE REPLACED PROMPTLY. \�\ �\qE. SHW D THE F 9RC OECOYPoS£ OR B£CVYE INEFF£CTN£ PRk A A SEDIMENT DEPOSITS SHALL BE REMOVED AFTER EACH STORM EVENT. _/� TO THE END OF ?S USE.? SHal BE REPLYED PROMPTLY. '1-----�_ \\ sEwuENr oErosns sNAu eE R£YOL£a ,wT£R £xH sra+u Ev£Nr. 4. ANY SEDIMENT DEPOSITS LEFT IN PLACE AFTER THE SILT PEACE \\ \i \ I. AVY SEdYENT DEPoS?S LEFT IN P[/Lf /ITER THE SILT FENCE IS NO LONGER REOV/RED SHALL BE DRESSED TO CONFORM WITH THE I III EXIST PHASE 2B �.\� Ab PEWIRED TO FIN/SHED GRADE. PREPARED AND SEEDED, - ` \ /5 fONGER SHALL BE DRESSED CnYFORY W/TH THE \\\� I` —�� __ \ ` - FINISHED GRADE. PREPARED AYO SEEDE4 SGEOTEM/LE MATERIAL TO MEET THE REW/REYEInS OF, SEC. 51954. l', i;I �! �� \� \t,_ S. GEOTEAT![E YATERlAL TO MEET THE REWIREYENTS OF SEC. 995.1. DOUBLE SILT FENCE DETAIL TYPICAL SILT FENCE DETAIL NTS. ILI i` _� a, -EX/STI-:. J % /\ APPROXIMATE LIMITS OF I 1 TREE SAVE AREAS \SIDEWALK CURB & GUTTER � JJ��/1\ROCK BAGS /3\COMPLETED INLET SILT PROTECTION DETAIL ..FD4TQt NOTES: IJ NO CONSTRUCTION IN CONSERVATION AREA. 2.J CONTRACTOR TO PROTECT AND PREVENT ANY DISTURBANCE, SILTATION, ETC. TO THE WETLANDS. NO CONSTRUCTION WILL BE ALLOWED WITHIN THE WETLANDS AS AREAS TO REMAIN NATURAL. \GRADE PAD TO CAPTURE AND HOLD SEDIMENT FROM CONING VEHICLES PRIOR TO ENTERING I5, PUBLIC ROA771/AY. WIDE GRAVEL SEDIMENT PAD WITH FABRIC LINER SEDIMENT PAD SECT ION/CONSTRUCT ION C AIT r3 A AIr1 C LEGEND CONTOURS PROPERTY BOUNDARY WETLAND LINE 25'WETLAND BUFFER SILT FENCE _ Dewberry® Dewberry Engineers Inc. 800 NORTH M4GNOLIAAVE SUITE 1000 ORLANDO, FL 32803 PHONE: 407.843.5120 ENGINEERING BUSINESS 8743 W W 06 FQo Z o W w Q = o LI 7 U Q SEAL H�^ 0#N ma� LL K KEY PLAN - -'- SCALE 0' NORTH 150' 300' DRAWN BY N REVISIONS RMJ 3 1 6-14-17 1 TFS REV PER COMMENTS 1 4-12-17 TFS REVPERCOMMENTS No. DATE BY Description PROJECT# 50083161 DRAWN BY TFSISKH APPROVED BY RMJ CHECKED BY RMJ DATE FEBRUARY 2017 DATUM NGVD29 TIRE STORMWATER POLLUTION PREVENTION PLAN PROJECT: J-AROWTInaMhasa 3A SHEET NO. I PROJECT NAME: ARDEN PARK NORTH 7 Z SWPPP / EROSION CONTROL PLAN A F PROJECT #: ARDN4 FDEP PERMIT#:0080°2-55�DS°GP SJRWMD APP. #: IND -095-106746-6 SITE AREA DISTURBED: 22.85 ACRES SITE LOCATION:S 4 ,T 22 ,R 28 , ORANGE COUNTY, FL SITE PLAN 1 DRAINAGE PATTERNS (FLOW LINES) : SEE STORMWATER POLLUTION PREVENTION PLAN (SHEET C06) 2 . S L OP E S : SEE STORMWATER POLLUTION PREVENTION PLAN (SHEET C06) 3. AREA DISTURBED/ AREAS N 0 T DISTURBED: SEE STORMWATER POLLUTION PREVENTION PLAN (SHEET C06) 4. LOCATION AND DETAILS OF B M P S : SEE STORMWATER POLLUTION PREVENTION PLAN (SHEET C06) (STRUCTURAL CONTROLS SUCH AS (BUT NOT LIMITED TO) SILT FENCES OR TURBIDITY BARRIERS NON—STRUCTURAL CONTROLS SUCH AS (BUT NOT LIMITED TO) ALUM SYSTEMS OR POLYACRYLAMIDE 5. LOCATION 0 F WETLANDS AND SURFACE WATERS: SEE STORMWATER POLLUTION PREVENTION PLAN (SHEET C06) 6. LOCATION (LATITUDE AND LONGITUDE) OF OUTFALL(S) ALL OUTFALL STRUCTURES HAVE BEEN LOCATED THROUGH THE TO CITY S T O R M S E W E R OR SURFACE WATER USE OF NORTHING, EAST ING COORDINATES, AND LOCATED ON STORMWATER POLLUTION PREVENTION PLAN (SHEET C06) OTHER INFORMATION: LOCATION (ADDRESS): 942ICLARCONA OCOEE ROAD Q DESCRIPTION OF CONSTRUCTION ACTIVITIES: CONSTRUCTION OF ONE NEIGHBORHOOD CONTAINING 27 SINGLE FAMILY LOTS. CONSTRUCTION SEQUENCE: EROSION PROTECTION INSTALLATION; CLEARING; FILLING; UNDERGROUND UTILITIES; PAVING; BUILDING CONSTRUCTION S O I L T Y P E S: BASINGER, CANDLER, ST. LUCIE & MILLHOPPER FINE SANDS, TAVARES DEWATER ING METHODS AND LOCATIONS: ONSITE DEWATERING WILL NOT BE REOUIRED BY CONTRACTOR. B M P s (DESCRIPTION) : A SINGLE ROW OF SILT FENCE IS TO BE PLACED ON THE PROPERTY BOUNDARY WITH AN ADDITIONAL ROW WHEN ADJACENT TO THE WETLAND. SEE STORMWATER POLLUTION PREVENTION PLAN (SHEET C06) PERMANENT STABILIZATION (DESCRIPTION): PERMANENT STABILIZATION TO BE ADDED AT THE COMPLETION OF FINAL GRADING. OPEN LAND IS TO BE STABILIZED BEFORE THE REMOVAL OF THE SILT FENCE. PERMANENT STORMWATER MANAGEMENT CONTROL (DESCRIPTION): STORMWATER IS ROUTED TO ONSITE POND FOR TREATMENT AND DISCHARGE. POTENTIAL POLLUTANTS DURING CONSTRUCTION: COLLECTED BY ON-SITE STORMWATER MANAGEMENT SYSTEM INSPECTIONS: CONSTRUCTION SITE WILL BE INSPECTED BY THE CONTRACTOR FOR EROSION PROBLEMS DAILY AND AFTER EACH RAINFALL GREATER THAN 0.5 INCHES. A RAIN GAUGE WILL BE ON SITE TO MEASURE THE RAINFALL AMOUNTS. ADDITIONAL NOTES: CONTRACTOR CERTIFICATION: '1 CERTIFY UNDER PENATY OF LAB THAT I NOERSTANO, AHO SHAL COfPLY •ITN THE TEM AIO COYOITIONS W THE STATE OF FLCRIOA GENERIC PFANIT FOR CONTRACTOR IS RESPONSIBLE FOR INSTALLING ANY ADDITIONAL EROSION CONTROL IF IT BECOMES NECESSARY TO MEET STATE STONUVATEB OISCHARCE FROM - AHO SVAL CONSTHUCTION ACTIVITIES ANO THIS STCRR,ATER P LUTION PREVENTINI PLAN iHEREUtOFA.' AND LOCAL STANDARDS. OPERATOR AND/OR RESPONSIBLE AUTHORITY CALATLANTIC HOMES CONTRACTOR: TBD NAME; TITLE: CONTRACTING FIRM: ADDRESS: TELEPHONE u DATE: u3i n 11311 Dewberry® Dewberry Engineers Inc, NO NORTH MAONOLIAAVE SURE 1000 ORLANDO, FL 32803 PH OHE:40T.843S120 EHMEERING BUSINESS -8791 ry W �o6F— o IL W o UW W W WQ� o10 �ZZ Q W W U 75 Q SEAL ea o LL m REVISIONS PROJECT # 50083181 DRAWN BY TFSISKH APPROVED BY RMJ CHECKED BY RMJ DATE FEBRUARY 2017 DATUNI NGVD29 TITLE STORMWATER POLLUTION PREVENTION PLAN NOTES PROJECT: 0ARDN41FInaMhase 3A SHEET NO. C0//) ■ E I E 4 9 i d R :1 ..P Dewberry' Dewberry Engineers Inc, 600 NORTH N%GNOLIA AVE SUITE 1000 ORI -M00. 832603 PHO NE. 401.6435120 PIONEERING BUSINESS 4233 E� W Y0�- o QaZ EE o � M U LL W W _ O 0 �W vTi O LL ^=^ Z a LL C U a REAL -LD,no �LL SCALE NORTH 0' 200' 400' N REVISIONS PROJECT# 50083161 DRAWN BY TFS/SKH APPROVED BY RMJ CHECKED BY RMJ DATE FEBRUARY 2017 DATUM NGVD29 TITLE MASTER SITE PLAN PROJECT. J:WRDN41FIn.Wh-3A SHEET NO. C08 E C C E n A F `/ -------------- L\ V uIllul In v', , F- ,-TRACT `B O RTY � (TY PJ fiXST. 'TNG WETLAND !TYPJ 7SED WETLAND SITE DATA I. APPLICANT, CALATLWIC HOMES 558 WEST NEW ENGLAND AVENUE SUITE 250 WINTER PARK,FLGRIDA 32789 2. TOTAL ACREAGE, 22B5 3. TOTAL LOTS, 27 4 DEVELOPABLE AREA, Dwe/opvUe Areo - SNe Area . Welloods . Surface Wafers • 22.48 Acral Welland/Lake SIMS • 039 Acral Panels - 375 Acral GreenspnIo n2 Sr.I 1325 Awns (5899X) Roadways • 2AA AAcr✓r xADDN'IONAL OPEN SPACE ABOVE R£OUIREO TO BE UTILIZED IN SUBSEOUENr PHASES. S. WETLAND AREAS, WETLAND TO BE PUT UNDER CONSERVATION EASEMENT W/ SJRWMO MASS GRADING PERMIT. 6. EXISTING LAND USE, LOW DENSITY RESIDENTIAL 7. EXSTNG ZONING, PUD 8. GROSS DENSITY, IJ8 DUTAC 9. NET DENSITY, 12O DU/AC /O.TOTAL PROVIDED PARKING, 39 SPACES /J STORMWATER FACILITIES SHALL BE DESIGNED AND PERMITTED IN ACCORDANCE WITH CITY OF OCOEE AND THE S✓RWMD REQUIREMENTS. i 2J THE WETLAND AREA LIMITS AND BUFFERS SHOWN ARE IN ACCORDANCE WITH THE APPROVED SJRWMD WETLAND LIMITS. 3J NO CONSTRUCTION TO OCCUR IN SJRWMD PERMITTED CONSERVATION PRESERVATION MEAS. .IJ ALL POND OLITFALL PIPES WILL DISCHARGE LANDWARD OF THE WETLAND USE & NHWL LINE. TRACTTABLE ^ TRACT AREA DESCRIPTION OWNERSHIP u^.'C MAINTENANCE �.� TYPICAL LOT DIAGRAMS: o LEGEND EX/ST/NG CONTOURS PROPERTY SOUNDARY RIGHT OF WAY — - - WETLAND LINE ----- PHASE LINE ........ Dewberry° Dewberry Engineers Inc. 800 NORTH MAG 40LA AVE SUITE 1000 ORLANDO. FL 32603 PHONE: 407.843.5720 ENGINEERING BUSINESS .4741 W Y ^�xt L C W Z o Qr�Lij M O LJ_" W U ,T/7ACT O Z O IL W Q Q SEAL �mr �LL KEY PLAN I:11 SCALE NORTH 0' 100' 200' N REVISIONS at + I 22 �. 23 — -- - 24 1 \ ,a n A F `/ -------------- L\ V uIllul In v', , F- ,-TRACT `B O RTY � (TY PJ fiXST. 'TNG WETLAND !TYPJ 7SED WETLAND SITE DATA I. APPLICANT, CALATLWIC HOMES 558 WEST NEW ENGLAND AVENUE SUITE 250 WINTER PARK,FLGRIDA 32789 2. TOTAL ACREAGE, 22B5 3. TOTAL LOTS, 27 4 DEVELOPABLE AREA, Dwe/opvUe Areo - SNe Area . Welloods . Surface Wafers • 22.48 Acral Welland/Lake SIMS • 039 Acral Panels - 375 Acral GreenspnIo n2 Sr.I 1325 Awns (5899X) Roadways • 2AA AAcr✓r xADDN'IONAL OPEN SPACE ABOVE R£OUIREO TO BE UTILIZED IN SUBSEOUENr PHASES. S. WETLAND AREAS, WETLAND TO BE PUT UNDER CONSERVATION EASEMENT W/ SJRWMO MASS GRADING PERMIT. 6. EXISTING LAND USE, LOW DENSITY RESIDENTIAL 7. EXSTNG ZONING, PUD 8. GROSS DENSITY, IJ8 DUTAC 9. NET DENSITY, 12O DU/AC /O.TOTAL PROVIDED PARKING, 39 SPACES /J STORMWATER FACILITIES SHALL BE DESIGNED AND PERMITTED IN ACCORDANCE WITH CITY OF OCOEE AND THE S✓RWMD REQUIREMENTS. i 2J THE WETLAND AREA LIMITS AND BUFFERS SHOWN ARE IN ACCORDANCE WITH THE APPROVED SJRWMD WETLAND LIMITS. 3J NO CONSTRUCTION TO OCCUR IN SJRWMD PERMITTED CONSERVATION PRESERVATION MEAS. .IJ ALL POND OLITFALL PIPES WILL DISCHARGE LANDWARD OF THE WETLAND USE & NHWL LINE. TRACTTABLE ^ TRACT AREA DESCRIPTION OWNERSHIP u^.'C MAINTENANCE �.� TYPICAL LOT DIAGRAMS: o LEGEND EX/ST/NG CONTOURS PROPERTY SOUNDARY RIGHT OF WAY — - - WETLAND LINE ----- PHASE LINE ........ Dewberry° Dewberry Engineers Inc. 800 NORTH MAG 40LA AVE SUITE 1000 ORLANDO. FL 32603 PHONE: 407.843.5720 ENGINEERING BUSINESS .4741 W Y ^�xt L W Z o Qr�Lij M O LJ_" W U W O Z O IL W Q Q SEAL �mr �LL KEY PLAN I:11 SCALE NORTH 0' 100' 200' N REVISIONS PROJECT# 50083161 DRAWN BY TFSISKH APPROVED BY RMJ CHECKED BY RMJ DATE FEBRUARY2017 DATUM NGVD 29 TITLE OVERALL SITE PLAN PROJECT: J.VRDN41FIn rPh..3A SHEETNO. C09 E C C E 4 7 q d rl NOTES: 1, BUILDING PERMITS ARE REQUIRED FOR THE FOLLOWING ITEMS: A. THE UNDERGROUND FIRE MAINS (WHEN USED) B. PRIVATE FIRE HYDRANTS (WHEN USED) C. STRUCTURES ERECTED AT THIS SITE 2. FIRE PROTECTION WATER SUPPLY MUST BE AVAILABLE PRIOR TO ANY COMBUSTIBLES BEING BROUGHT ONSITE. 3. ALL ONSITE UTILITIES WILL BE PRIVATELY OWNED AND MAINTAINED. 4. MAINTAIN CLEARANCES OFTHIRTYSIX INCHES (361N.) CIRCUMFERENCE AROUND THE FIRE HYDRANT. NO LANDSCAPING MATERIALS ARE ALLOWED WITHIN THIS AREA. CLEAR FRONTAL ACCESS AND HYDRANT MARKER. 5. HYDRANTS SHALL NOT BE LOCATED CLOSER THAN THREE FEET TO OR MORE THAN 20 FEET FROM THE EDGE OFA STREET, DRIVE, OR OTHER ACCESS WAY. SITE DATA: Q 1. AMENITY PROJECT AREA 4.03 ACRE 1 1. AMENITY SITE AREAS IMPERVIOUS AREA: BUILDING FOOTPRINT 0.072ACRE OUTDOORAMENITIES 0.068 ACRE PAVEMENT 0.579 ACRE CURB & SIDEWALK 0.119 ACRE TOTAL 0.838 ACRE Qj 2. OPEN SPACE PROVIDED 3.19ACRE 1Q 3. SITE DATA GROSS BUILDING AREA 3,118S.F. (UNDER ROOF) MAX. BUILDING HEIGHT 1 STORY PROPOSED HIGH ROOF 1 STORY LEVEL 4. REQUIRED PARKING STANDARD PARKING 1 PER 200 SQ. FT. OF FLOOR AREA DEVOTED TOPATRON USE (11 SPACES) HANDICAP PARKING 2SPACES 5. PROVIDD PARKING 10,x 2W PARKING 37 SPACES 12' x 20' HANDICAP PARKING 2 SPACES TOTALPARKING 39 SPACES E NOTE1 SEE SHEETS C30 -C3/ FOR TYPICAL SECTIONS & DETAILS 41 Dewberry" Dewberry Engineers Inc. 600 NORTH MGNOLKAVE surrE1000 ORANOO, FL 32803 PHONE.- 0T.W.5120 ENGNEERING BUSINESS AT9i L.I.. W i �xx o W Q Z Q Oq L. �-�U W W 0ol r Z y �W/-�r-�_ L.I. a' Q CW G Q SEAL OLL K KEY PLAN SCALE NORTH 0' 30' 60' N REVISIONS PROJECT# 50083161 DRAWN BY TF&SKH APPROVED BY RMJ CHECKED BY RMJ DATE FEBRUARY 2017 DATUM NGVD29 TITLE AMENTITY CENTER SITE PLAN PROJECT: J:WRDN41FInaWhase 3A SHEET NO. C10 I E 1) q A rl LEGEND DESCRIPTION EXISTING PROPOSED SANITARY SEWERSYSTEM STORM SEWER SYSTEM WATER SYSTEM FIRE HYDRANT REUSE SYSTEM FOACE MAW RIGHT OF WAY 0 xl� _G -ATFr) "FDAI PlEE! 1 0-4 ITT= —J-1-111ml-all ------ ----- 11 GR' ST '0' srA.20I C%�L TYPE, -C 1IRT.- /0 A 8*X2' REDUCER 88LF-8- PVC FIRE LINE -069LF-3 PVC RCE 518* DOMESTIC MASTER METER & REDUCED PRESSURE 0 -0. BACKFLOW PREVENTER 12' FIRE ASSEMBLY ROBLF-2' WA ER SEZV'14CN (SEE OCU DETAIL A202)A PVC G/?AVITY MAIN /ZXIZ E tll'.AlI.T DRIVE TIE /-/ Z G.V. IlLF il�l C /-90* BEND �'104.94 SCALE NORTH W T SE ICE 10 N / / 6 F V55560518 E -4117-73619 -A -9+ '-5-83 �—, 7—/"5' 71' U U u /7/ V �� i�.// Iv, lI /N, 17 L D 323 D7 N4556044P2 E 48732 2'0 "A�A,'GLER' IW. &Lfiu rP CS 1W.,87.56 0D3� \-\ STD.MIT.MIT. ENS, SECTION v JI 5:1 TYIP. 5:1 Typ. s f ��' D-327 SrD IT.END SECTION W/ A XSI& X52 CROSSINGS CONCRETE /AO' MIN. SEPARATION (WAI. OVER FAIJ J- "o, I / % / _, t. I AMENITY NFF: 1500G)"M REVISED AVENT/TY LAYOUT -/A —02a 24 RCP a 0 5� NOTE: ALL. (INCLUDING UTILI IE S GRINDER STATIONJ f T LOCATED OU SDE PUBLIC I AND PUBLIC E SEURATS HALL BE PRIVATELY OINNED AND MAINTAINED. 5560085; E•487392A3 E 'P-77- MANHOLE NOTE: SEE SHEETS C30-C3I FOR 92.20 r 3 TYPICAL SECTIONS & DETAILS Dewberry" Dewberry Engineers Inc. BOB NORTH MAGNOLIA AVE SURE 10W ORLMD0, FL 32603 P ONEADZ.M3.5120 ENGINEERING BUSINESS -6741 dATZ VALVE IA'SS-Y(.' 88LF-8- PVC FIRE LINE -069LF-3 PVC RCE Ld LU l 0 -0. 1/1F77. 716.7 lZ ' I l i ROBLF-2' WA ER SEZV'14CN L PVC G/?AVITY MAIN tll'.AlI.T DRIVE U, o 11 IlLF il�l C KEY PLAN �'104.94 SCALE NORTH W T SE ICE 10 N / / 6 F V55560518 E -4117-73619 IE INLET T TOP 90.70 INV. 88.11 Iv, 561-12, RCP v 050% 'y,O W/ v JI 5:1 TYIP. 5:1 Typ. s f ��' D-327 SrD IT.END SECTION W/ A XSI& X52 CROSSINGS CONCRETE /AO' MIN. SEPARATION (WAI. OVER FAIJ J- "o, I / % / _, t. I AMENITY NFF: 1500G)"M REVISED AVENT/TY LAYOUT -/A —02a 24 RCP a 0 5� NOTE: ALL. (INCLUDING UTILI IE S GRINDER STATIONJ f T LOCATED OU SDE PUBLIC I AND PUBLIC E SEURATS HALL BE PRIVATELY OINNED AND MAINTAINED. 5560085; E•487392A3 E 'P-77- MANHOLE NOTE: SEE SHEETS C30-C3I FOR 92.20 r 3 TYPICAL SECTIONS & DETAILS Dewberry" Dewberry Engineers Inc. BOB NORTH MAGNOLIA AVE SURE 10W ORLMD0, FL 32603 P ONEADZ.M3.5120 ENGINEERING BUSINESS -6741 dATZ VALVE IA'SS-Y(.' Ld LU l 0 -0. 1/1F77. 716.7 lZ ' I l i 1, L tll'.AlI.T DRIVE U, o 11 KEY PLAN SCALE NORTH ol 30, 60' Oln N REVISIONS 4� V55560518 E -4117-73619 IE INLET T TOP 90.70 INV. 88.11 561-12, RCP v 050% v JI 5:1 TYIP. 5:1 Typ. s f ��' D-327 SrD IT.END SECTION W/ A XSI& X52 CROSSINGS CONCRETE /AO' MIN. SEPARATION (WAI. OVER FAIJ J- "o, I / % / _, t. I AMENITY NFF: 1500G)"M REVISED AVENT/TY LAYOUT -/A —02a 24 RCP a 0 5� NOTE: ALL. (INCLUDING UTILI IE S GRINDER STATIONJ f T LOCATED OU SDE PUBLIC I AND PUBLIC E SEURATS HALL BE PRIVATELY OINNED AND MAINTAINED. 5560085; E•487392A3 E 'P-77- MANHOLE NOTE: SEE SHEETS C30-C3I FOR 92.20 r 3 TYPICAL SECTIONS & DETAILS Dewberry" Dewberry Engineers Inc. BOB NORTH MAGNOLIA AVE SURE 10W ORLMD0, FL 32603 P ONEADZ.M3.5120 ENGINEERING BUSINESS -6741 PROJECT # 50083161 DRAWN BY TFS)8KH APPROVED BY RMJ CHECKEDBY RMJ DATE FEBRUARY 2017 DATUM NGVD29 TITLE AMENTITY CENTER GRADING & UTILITY PLAN PROJECT: J-.VRDNI 3A SHEETNO. C11 0- Lz' Ld LU z 'Wj) W < 0 -0. C) E T- Z a- W < SEAL U, o 11 KEY PLAN SCALE NORTH ol 30, 60' Oln N REVISIONS PROJECT # 50083161 DRAWN BY TFS)8KH APPROVED BY RMJ CHECKEDBY RMJ DATE FEBRUARY 2017 DATUM NGVD29 TITLE AMENTITY CENTER GRADING & UTILITY PLAN PROJECT: J-.VRDNI 3A SHEETNO. C11 E I ME .......... Q I I I I I I l \ \ 1 I I I A F LEGEND PROPERTY BOUNDARY RIGHT OF WAY WETLAND UNE PHASE UNE I r' 1 I f I IF _...._._ • \ TRACT H j FU URE` ----1 ' � 1 _PHASE 3B _ et TRACT G TRACT F y � 12 I- _ TRACT C — -- I , — — I I -- TRACT G i I ----I I___---- ---- j —.� 20 /5 --_ 21 14 r---------- r #t I I22 23 24 /2 FUTUR \ PHASE E 3B .---...._..-------� , \\ / /moi\\ �� \ �♦ `� // /o %--� —_—_— I ------r---- _ __``` --� ki 26 —J L__J 2 / 7 -- / --------------- pro' TRACT B • �^ ^ . — AKE- �hflS'"ARKWAK-fFRAET- AJ -- '- __—• PROPERTY ------- ---------- ------ - - - BOUNDARY (TYPJ Dewberry° Dewberry Engineers Inc. 800 NORTH MAGNOLIA AVE SUITE taco ORLANDO, FL 32803 PHONE:407,843SI20 ENGINEERING BUSINESS A194 1.!_ W � 06 o Z O U W W W (J a �^2^Z LL a C U a SEAL aa� LL� K KEY PLAN SCALE NORTH o' ao iso' N REVISIONS PROJECT 50083101 DRAWN BY TFS(SKH APPROVED BY RMJ CHECKED BY RMJ DATE FEBRUARY 2017 DATUM NGVD29 TIRE GEOMETERY PLAN PROJECT: JAARDN41FInarPhase3A SHEET NO. C12 C .......... . STREET 'A" PROPERTY TRACT BOUNDARY (TYP.) A iPHASE-- , U -LINE--- �A�ra 19 1, 11" —A 1A (TYP.) I ;�� I A 2011 "' A 4 TUPE 21 PHASE! -- B---- A IF.F. T ly, la LOTS 18-27 22 REAR OF LOTS TO TiEEI To EXISTING 19 AT 4:1 MAX. ?3 137 4' Q) ?4 71, c' 8 TRACT B',l PROPERTY BOUNDARY (TYP.) NOTES, VARIES -3 1.) CONSERVATION AREA SHALL BE CLEARLY MARKED WITH PERMANENT SIGNS. SEE SHEET Na C30 FOR DETAIL 2.) CONTRACTOR To PROTECT AND PREVENT ANY DISTURBANCE. SILTATION, ETC. TO THE PRESERVED WETLAND, No CONSTRUCTION WILL BE ALLOWED Wllll THE PRESERVED WETLAND AS AREA 10 REMAIN NATURAL, A UTILITY, DRAINAGE, ACCESS & SIDEWALK ESMT. IS DEDICATED OVER ALL TRACTS. 'V, SEE SHEET Na C30 FOR SECTION DETAILS. TYPICAL SECTION V LOT LINE 'd SEE LANDSCAPE PLANS BY OTHERS FOR HARDSCAPE AND LANDSCAPE BUFFER. C.) ALL PROPERTY OWNER FENCE LOCATIONS WILL BE APPROVED BY THE HOA 'Lar NUY 47 ofr A A —DtRECrlaV A svw" E MOD. oB —ri'visHED LOT GRADING TYPE A LOT GRADING TYPE- AX 40T PC MOD.A R/W ONE -7 TYPICAL FHA GRADING TYPICAL LOT LAYOUT A ri V 11 BER p �7 77 T F KEY PLAN PIL XSTEM WALL MAY BE REWRED IES A YARD DRAINS Z-]]. 14-1 NORTH ol BER D3Wj �7 77 T F KEY PLAN PIL XSTEM WALL MAY BE REWRED IES A YARD DRAINS Z-]]. SCALE NORTH ol 60' 120' ADDED N REVISIONS APPROXIMATE LIMITS OF MAX. 28' EX�SED -EM TREE SAVE AREAS LEGEND GRA&AV 4 pf$cgPrAav EXIsrIAQ flWVMQ 57*00M SEWER SYSTEM 9XMrIAV CONTOURS FLOW DRAdi" srmxrunE DJ SPOT ELEVArAV DfAECrIM CF SURFACE FLO# FLWR EL DEN`SES—A SrEM NAL PHASE UNE ...... R£OU"M A _E. WALL TYPICAL STEM WALL NOTE: SEE SHEET CJO FOR TYPICAL STEP WNL ELEVATIONS PR IDED ROADWAY SECTIONS. SEE SHEET C14 WffH — PERP? FOR POND SECTIONS 00 Dewberry® Dewberry Engineers Inc. 800NORTH MAGNOLIA AVE BURS 1000 ORLANDO. FL 32603 PH IE:40T.U35120 ENGWEERING BUSINESS 47N 0� Llj 06 F-- < < < Z of 0 LIJ z W UJ 1— < 2 1 z o W < (L W 0 SEAL KEY PLAN m, 1 7 Uo SCALE NORTH ol 60' 120' N REVISIONS PROJECT # 50083161 DRAWN BY TFSISKH APPROVED BY RMU CHECKED BY RMJ DATE FEBRUARY2017 DATUM NGVD 213 TITLE GRADING & DRAINAGE PLAN PROJECT; J-.AARDN4TInaRPhase 3A SHEETNO. C13 E C C E I Q A rl I;I ( I l .._ V 1 ,1 ' POND 40 TI tttt I(cJ T ;W.; &W i I II ' 1 hl O oSOX I Y I 106'-15' RCP I I IMC -1 L (I 1 is A� TREET 'A ----------- a{ I fl .., 132.15�RCP� 4 %virgr t z-' rp oi �- ,f li o 0.50.i ! rD3oz Vl I a COAC�`� — -- -- --- ! i O ; m1 I �1 ---- lj P1� PHASE LINE I I�I /y I � I � �� rrrPr N-12 HP q /50'-/2 AD5 J PH/sil'E;- 38 1 lal �I � I YARD �,�LYtMN 1 �� W. 131..90 ` �f Q 1_2 it 4 . A A IARD 1Wop . I, FUTURE { \ YD3a 1 \` YDSD6 A N PHA I E 3B g �� , TARO IN YD307 11 1Wv 1sa w T� 1� N YD30!B 2'' %/ 7r•/2 ADS _ LW era o 7On3iJV-2 HP �N q� / 01 /55X _ _ _ _ 1M: no2o YD309 4 r,"N M YD310 — --___ . \ nv 10ee0 cavm ELAS! — --- - 1 ` 7Y•12' ADS [OW ATE Bax iG � N•12 HP - - W. A739JUP, 1 . o I95Y. A 1WV ErjaM) -- --- --� ti ii �S 15x•12 ADS s 5 \ o 592X o 14DOOX 152'•/2 ADS 9 —_ N-12 HP /62'•/2 ADS 3 v 6� _ — O 3.BBX O 33HP 3/. 2 1- - -- _ _._ _ `• _. 165112 ADS 1 12 HP - _— ---- --,. _ 0.5ox - - 1 RAW. PROPERTY EX. PUBUC EIS( BOUNDARY (TYPJ EASEMENT LEGEND De5mproy EXISTING PAQP Q STOVW SEWER SYSTEM: Y Exlsrim CovrmAIS & MR" SrAWrURE 05 SADr ErEVAY.CW D'RECrpY W SURFACE FLAY -+•> -157' SEPARATION (ST. OVER EX. STJ EX. R.O.W. � -T91 i QSHEET a ADDED NOTE SEE SHEET C30 a FOR TYPICAL SECTIONS. Dewberry® Dewberry Engineers Inc. 800 NORTH MAGNOLIA AVE SUITE 1000 ORLANDO 832803 PHO NE: 40T.843.5120 ENGINEERING BUSINESS -0]91 w ��x( LJ W Q Wof o Q W U W LLJ U) �-" O LL _ T LL 2 Z a_ W yO ~ v < Q SEAL LL KEYPLAN -��-- 1 SCALE NORTH 0' 60' 120' N REVISIONS PROJECT# 50083161 DRAWN BY TFSISKH APPROVED BY RMJ CHECKED BY RMJ DATE FEBRUARY 2017 DATUM NGVD29 TITLE YARD DRAIN PLAN PROJECT: J:WRDNMFIN"h0 3A SHEET NO. Cl 3A 0 E I E A F 25 YR/24 HR STAGE EL 915 170 YR/24 HR STAGE EL. 90 p2 25 YR/96 HR STAGE EL 93D TYPICAL SECTION 3 LAKE SIMS ��HHHf £L 770 EXIST/AG GRADE .rAGYL129! ;STAUCTUAE: TO# 'EL'A.:''; SKIMMER BOT. C 36 RCP CAGY DOWNSTREA UPSTREA4 PLAN - SECTIO' NGTE/ SKIMMERS SHALL BE STAINLESS STEEL WITH STAINLESS STEEL HAR0#AR£ OR FIBERGLASS WITH STAINLESS STEEL HARDWARE. OUTFALL CONTROL STRUCTURE INLET PER F.D.O.T.INDEX N0.232 SEE PLANS FOR ALL ELEVATIONS AND SIZINGS 41_� Dewberry° Dewberry Engineers Inc. 000 NORTH MAGNOLIA AVE SUITE 1000 ORIANOO, FL32003 PHONE:40T.043.5120 ENGINEERING BUSINESS �87S4 ry W �odZ a Q Q UJ ° W Z Z < IL W Q SEAL ,mn ta� KLL SCALE NORTH 0' 5V 100, N REVISIONS DRAINAGE OUTFALL CONTROL STRUCTURES A B I C D E F Structure Number Type of Pond Structure Top of Skimmer Elevations Clearance Structure Top Bottom around Upstream Invert Downstrea m Invert Downstream Structure No. # # DOT name It ft ft in It It # D328 40 E -BOX 90.50 91.00 90.00 15' 74.10 74.00 D329 41_� Dewberry° Dewberry Engineers Inc. 000 NORTH MAGNOLIA AVE SUITE 1000 ORIANOO, FL32003 PHONE:40T.043.5120 ENGINEERING BUSINESS �87S4 ry W �odZ a Q Q UJ ° W Z Z < IL W Q SEAL ,mn ta� KLL SCALE NORTH 0' 5V 100, N REVISIONS PROJECT# 50083161 DRAWN BY TF&SK_ APPROVED BY RMJ CHECKEDBY RMJ DATE FEBRUARY 2017 DATUM NGVD29 TITLE POND PLAN & DETAILS PROJECT: J:IARON41FInBr,Phase 3A SHEET NO. C14 3 6-14-17 TFS REVPERCOMMENTS 2 5.3-17TFS PERWMDCOMMENT 1 4.12.17 TFS REV PER COMMENTS No. DATE BYI Dascr(ption PROJECT# 50083161 DRAWN BY TF&SK_ APPROVED BY RMJ CHECKEDBY RMJ DATE FEBRUARY 2017 DATUM NGVD29 TITLE POND PLAN & DETAILS PROJECT: J:IARON41FInBr,Phase 3A SHEET NO. C14 E C E o q a GRINDS - — STAT/ON — - _ rl 5306 -5110 8PVC WATER MAIN I -- _ .—_----- ------ --1 -- _ ..__ ..._...________ PROPOSED FIRE HYDRANT ITYPJ �i WATER MAIN _ PVC WA R MAIN �s3o9a 8 PVC SEWER MAIN6 --- — - I PVC RUSE MAIN 8-I } I 1 3 I� I 3 I I TRACI— fl2'PVCWATER MAIN j � II _ 1 �,A s3nti� ZiI r 1 1 /MT. i I !/`STREET TRACT r ----- -- - - - _..-_ J _ -- -- - _I _ �� 3' PVC FORCE MAIN /5' UT/L.� PVC REUSE MAIN T RAr7 r j� � I FORCE MAIN I 6- PVC — 8 PVC�REUSE MAIN I ��ESMT. s3i2 NOTE 7,& ` III ----- ---- -- I N o, PVC WATER MAIN I W I I I Q -6'PVC FORCE MAIN I SEE 1 3 f PROP R.O.W Q I � r /D' UTIL. ESMT 1fTYPJ 1 F—"-----'– GO�- PH,�SE�- 3B A i� I Q PROPOSED WATER I I J I SERVICE LATERAL � 22 I I I I ITYPJ I r ----- .,.— 23 B' PVC REUSE MAIN kROPOSED REUSE fTYw, PyyTER SERVICE `/ PJ /0 UT/ ESMT.(TYPJ FUTURE I \j r --- --- \ \12PHASE ' BPROPO ED '1 SANL 8' PVC SEWER MANN fTYPJ LATERAL 25 6 CFO RCE MAIN 9 - �-- .. FORCE N� ONNECT/ _ —...-- —_ EX. SZOI 1�I EXR r �1 1 _ — _ . A.W NOTES: PROP. RAW v� RrCT f3 - Q 1. ALL GRAVITY SEWER MAINS ARE 8' DIAMETER PVC UNLESS CALLED OUT OTHERWISE. 2. ALL EXIST/NG UTILITIES HAVE BEEN FIELD VERIFIED AT ALL PO/NTS OF CONNECT/ON TO, AND AT ALL AREAS OF CONFLICT WITH OCU MAINS. CONTRACTOR TO USE EXTREME CAUTION WORKING AROUND EXIST/NG UTILITIES. PROPERTY _ 3. A IO' UTILITY EASEMENT 1S PROVIDED ADJACENT TO THE RIGHT-OF-WAY ALONG THE BOUNDARY X = \ LOTS. REFER TO TYPICAL SECTIONS SHEET C30. EX. PUBLIC fTYPJ EASEMENT ` —I 4. A UTILITY, DRAINAGE, ACCESS &SIDEWALK ESMT. IS DEDICATED OVER ALL HOA TRACTS. l2' PVC WATER MAIN- PROPOSED YPJ -- p 5. MAINTAIN 3'SEPARATION BETWEEN PRESSURE PIPES AND STORM STRUCTURES. 6. UTILITY LATERALS ARE SHOWN PICTORIAL ONLY ON PLANS. LATERALS TO BE CONSTRUCTED LEGEND HYDRANT ITYPJ PER DETAIL NOTED ON SHEET NO.C33. EXISTAW PROPOSED 0 7. PLUG VALVE TO BE INSTALLED VERTICALLY AND TAPPING VALVE TO BE INSTALLED s NffAW SEWER SYSM41 —o - HORIZONTALLY AND ABANDONED IN THE OPEN POSITION AS SHOWN IN OCU STANDARD DETAIL AI2/-2. slaw SEWER SYSTEY: B. SERVICES TO BE OWNED AND MAINTAINED BY OCU MUST BE ONE OF THE FOLLOW/NG STORYSIZES AND MATERIAL: WATER SEWERSrSrE4f FIRE FLOW REQUIRED COR 2 POLYETHYLENE, 4', 6, 8, OR /0 DIP/PVC (REFERENCE OCU DETAIL: FIG. A120) rW WDRANr + TYPICAL 1000gpm 9. VERTICAL CONSTRUCT/ON FOR ALL BUILD/NGS MUST BE SUBMITTED TO OCU FOR REVIEW AND PROPERn ecv"°ur APPROVAL. r(ffuRE R W ._. Dewberry' Dewberry Engineers Inc. 800 NORTH MAGNOUA WE SURE 1000 ORIAN00. FL 32803 PHONE:C07.U3.S120 ENGINEERING BUSINESS -0294 LL W Y 06 E— o Q Q W a -`,)U W oQ� EZZ Q CL W 55 Q SEAL ad� u. KEY PLAN— I SCALE NORTH 0' 60' 120' N REVISIONS PROJECT# 50083161 DRAWN BY TFSISKH APPROVED BY RMJ CHECKED BY RMJ DATE FEBRUARY 2017 DATUM NGVD29 TITLE UTILITY PLAN PROJECT. J:VIRDN41FInaAPhase 3A SHEET NO. C15 E E C E 1 Dewberry® Dewberry Engineers Inc. 800 NORTH N%GNOLIAAVE SURE 1000 ORlA .FL 32803 PHONE:407.843.5120 ENGWEERJNG BUSINESS 47M W C z a aMW U W W W WQ� o LL G U Q SEAL 0 p: mWa o LL� K KEY PLAN SCALE NORTH 0' 60' 120' N REVISIONS PROJECT# 50883161 DRAWN BY TFWSKH APPROVED BY RMJ CHECKED BY RMJ DATE FEBRUARY 2017 DATUh1 NGVD29 TITLE WATER ASSET PLAN PROJECT: J,.%2DN4Th,.lPh-3A SHEET NO. C16 1 9 R d F ALVES E E C 'DRANTS E f GENERAL INFO Batealaa�y COAectM Bate Pr INeme s S- Lkenvv s orc Conlr for Narc ca,traarorc 0C Pro Nurfiee V..b 1 20 3 Rvcamsnded W sax of caobeaAan beLteen tle Enptrieer eM Aa COMB 1Wa As1NA5unervr far eakubdrip Oelt tlww han avxY� coortHnbe aM ebRAonc 4p, w a wlRre th IO lbP cl PPe vtnb end ASnpv) of each a�N artl tape, rvmbered x9�crdaty abnp tle Wpe vi (Yshvtrq <lwipee N Hectlan) 6m aPutb ANeh 1 Pe ppe. Ttenb2ra:hee end earY ea plPm arta uaWY tips can be mahered. Itiv recomrertled tlet each u6di (wi4r, vseb,�e@r Of reaL>lrisd Vakr) rwb¢rhp fo Y ba dndngiiUvbb from tlia afar. Thh WII abn ttpakzaEat and corterderd vx8rg vl@r Pe hJnid�d vast bbb vnrASMeI tabs» cartlned b Pie vpreadsFee! prog�m pbrly capilq erd pa>6ngb tln de6eclon hb6 grerlsleet il Dewberry® Dewberry Englneers Inc. 800 NORTH MAGNOLIA AVE SUITE 1000 ORIANOO, FL 32803 PH0NE:QT.M3.5120 ENGINEERING BUSINESS A7N ry W BMW o U W pQE— o �ZZ � Q 0- W ° Q SEAL 0#� ea� DLL m K REVISIONS PROJECT# 50083161 DRAWN BY TFSISKH APPROVED BY RMJ CHECKED BY RMJ DATE FEBRUARY 2017 DATUM NGVD29 TITLE WATER ASSET TABLE PROJECT: J:AiDNMFInaWhase3A SHEET NO. C17 E D C B A FITTINGS WATER MAIN LOCATIONS ID Number Plan Sheet # Eastinn Northing Elevation Main Type Fittino Tvoe Commente 10 Number Pian Sheet # Easting Northing Elevation Main Tvpe Tvpe of Shot Construction Method Material Pressure Class Manufacturer Comments WMFt C16IC25 WSTL11 C16IC25 WMF2 Ct6/C25 WSTL12 CIG/C25 WMF3 C16/C25 WSTL13 CiSrC25 WMF4 C16IC25 WSTL14 CIS/C26 WMF5 C16IC25 WSTL17 C1S/C25 WMF6 C16IC28 WSTL18 C16IC26 WMF7 C16IC26 WSTL20 C16/026 WMFB C16JC26 WMF9 Ct6/C26 WSTL22 C16IC26 WMF10 C16/C26 WSTL23 C10/C28 WMF11 C161C26 TL24 C76lC28 WMF12 Ct6/027 �WSTA13 WMF13 C16/C27 I C16rC27 WMF14 C16IC27 WMF15 C16/C27 WA1F16 C16/C27 WMF17 C16/027 WMF18 C16/C27 WMF19 C16/C27 WRED1 0161C26 WRED2 C16/026 C16/C27 QWRED3 J WRED4 C16/= EASEMENTS ID Number Plan Sheet # Eastin Northin Elevation Bounds Corner Type Comments WEC1 C18/C27 WEC2 C16IC27 WEC3 C16IC27 WEC4 C16IC27 METERS ID Number Plan Sheat ft Eastin Northin El—flan M.I. o Commants WMt ClUC27 EXISTING CROSSING ID Numbor Plan Sheat # BastingNorthin Existin Piss Elovation Pro osod CrossingElevatlon Exlstin Mnin Commonts .S7 C16/C25 Retained Water Main GENERAL INFO Date o/eulmNal Pr IN�� sw wname s ortkeme sury orC Conlrxlw Name cenlr.clor c :ec Pm awiaer O1 20 3 Pocyrtrrerdetl fweass ofc� Eon aa6�eanh ErylneereM an CO Tackle Ps-buT S�vwyw brcekrblro de ttgore ban mmx M eaart a@a vtl otstlaae Pm M e WQ a uul ID (kp pye sb9 a o eabr each u%y ani ypa. tarter tl eegiertlaRy army me PP"nn (bx/aWq <hages m d'attion) awn conk tal eh m. mPe Than era�xrra and awr+cea arms ea�y�y 4Pa can ae marc«ea. lua re<arr�xmma.,t eacwar a (vew, vas�u� w acknod var±n naroemy roma re �aarq�anaav bon un amw. tnm ra slow wswdaaem w aaaemarc sa5ry mpr ye Irwuvi aeax Ede aorweel om ve caranea m aye aPraadd,aet POYmPnwk <opyhg ud PaaBng k the defficEmbb6 greadCeet ki'll Dewberry® Dewberry Engineers Inc. 800 NORTH MAGNOLIA AVE SURE Iwo DO, FL PH NE:40 3.612 ENGINEERING BUSINESS 47M L.{_ W Z a O a U W Z WLW U)\— O 0 /r O �=Z � M W U Q SEAL REVISIONS PROJECT# 50083161 DRAWN BY TFSISKH APPROVED BY RMJ CHECKED BY RMJ DATE FEBRUARY 2017 DATUM NGVD 29 TITLE 'WATER ASSET TABLE PROJECT: J:VlRDN4lFinaPPhase 3A SHEET NO. C18 1 7 3 d 5 — -- --- _.._ ADD R STAB. BAS° / ADD SSANITARY ANITARY FOR \ �" -------- FUTURE CONNECT/ON. ' _ 1 1 E INE �` -- ---- - -------- l / GPOI& 1 Ij SANITARY MANHO ; E FOR FUTURE CONNECTION.ADD IOSTAB. BASE I I. E OVER SANITARY /NE S3/0 I I 5308 4 � I I � I FMF S3 9A B' PVC SEWER MAIN FMFl4 1 a I I - -- �% FSTA15 CE MAIN 1 - _ (PRIVATE) � I I "a 5307 STREET 5309 f� 1 Tl„ary f - - 1 FSTA14. _ _ FMFIO Ali {, FMF/2 �I s ----- F FMF/5 - ----- — -- _ ` FMF/6 0 �t I 1� .-__.____ ..-._., 3 V D � THt C7 �' i / SEC4 FMPV3 L — SECT �SEC2 SEC3 SEC5 FREDI ry �� FMF9� I 6' PVC FORCE MAIN 1, FMPV2 r 530/ 1 FMPVI 17� I � � FMFI/ 53/2 - -- - -- T—. FSTL23 i FSTL22 1 SANITARY MANHOLE FOR FUTURE CONNkCTION. _. ADD /d STAB.BAS�' ) OVER SANITARY/LINE FUT U�?E 21 — PHASE; FSTL2/ I 1 I FMFBIi --- -- -- — — _. FMARVI } �I \ a I)� 23 FMF71I i 5302 FMF6 �� I �/ 1 IR � ------------- mal �, �... - P AS B 8'PVC SEWER MAIN t� B FSTL/8 /l + 6' C FORCE MAIN - ,'\ FMF4 FSTL17— _ 1 ------� F3 -- -- - -- - -- — /O � � FMF3 �� I� � FMF2 6 FMFI ------- -- - FSTL15 27 - FSTLl2 FS4 FORCE MAIN _ - FSTL14 FSTL13 FSTL// (� - 5305 FS3 1 CONNECT/ON) `- FS IFS/S304 _ _ _ EX. S204 PROPERTY - - - - - - 5306 BOUNDARY - (TYPJ �SXSI EXIST, - m Pl I ASE 2B �---- @4; Dewberry' Dewberry Engineers Inc. 800 NORTH MAGNOLIA AVE SUITE 1000 ORUAN00. FL 32603 PHONE: 401.843.5120 ENGINEERING BUSINESS 4I1S4 W LLJ ~ o QQW D- W U W Q ~ n = Z o a- Q L Q SEAL & rz U, KEY PLAN f KEY _- SCALE NORTH 0' 60' 120' N REVISIONS PROJECT# 50083161 DRAWN BY TFSISKH APPROVED BY RMJ CHECKED BY RMJ DATE FEBRUARY 2017 DATUM NGVD29 TITLE SANITARY ASSET PLAN PROJECT. J.MDN41FInaMhase 3A SHEET NO. C19 E E C E FITTINGS IES F-nanF MAIN / nrAT/nAl LIFT STATION ID Number Plan Sheet # Eastin NorthingElevation Comments GP01 C11/C19 EASEMENTS ID Number Plan Sheet # Eastin Northin Elevation Main Type FittingType Comments FSTL11 C19/C25 FSTL12 C19/C25 TFMF7 C19/C25 FSTL14 C19/C25 FSTL15 C19/C26 FSTL17 C19/C26 FSTL18 C19/C26 FMF8 C19/C26 FMF9 C19/C26 FMF10 C19/C26 FMF11 C19/C27 FMF12 C19/C27 FMF13 C19/C27 FMF14 C19/C27 FMF15 C19/C27 FMFi6 C19/C27 FSi C19/C25 FS2 C19/C25 FS3 C19/C25 FS4 C19/C25 FRED1 C19/C27 IES F-nanF MAIN / nrAT/nAl LIFT STATION ID Number Plan Sheet # Eastin NorthingElevation Comments GP01 C11/C19 EASEMENTS ID Number Plan Sheet # Easting Northing Elevation Main Type Type of Shot Construction Method Material Pressure Class Manufacturer Comments FSTL11 C19/C25 FSTL12 C19/C25 FSTL13 C19/C25 FSTL14 C19/C25 FSTL15 C19/C25 FSTL17 C19/C25 FSTL18 C19/C26 FSTL21 C19/C26 FSTL22 C19/C26 FSTL23 C19/C26 �mn —LOa�o �w was FSTA14 C19/C27 FSTA15 C19/1327 r,FAIFPAI RA INE -0 coae<u� wm P Nm 8mv a s or Lion:. s or conruror Nm cono-xrorc OCPro Number Vel 1 10 P<comrtMed b <su of Coer&rubon beb�een the Ergsea arf tle GaMxb(a AebJBSw.eYa mrnakvStiq mmcnon can v,�eree caart +•e uw aesaorr PmKa, a creme over to imp w pqe erols v,e rrs�w) mr earn �r ana tlanncam ka.mmap� ammo ae Pbe ti, (mcm§rq ch:,ec: m e eeeonl mzn aartm ertrh or An pye. Then branches and peMcn of Cie sure WFtl Vpa can be mvrtkmE. Ilip mcommeNe4 mar each �/ (xatr, vsstlamr a recLtYreE vgmr) mnbennp muni ba SrsvW'Nabm kom tle ober. Thb WU pmw apNza:m aM comeNaY aortlrq alfa Bn IraBNAaI aaet mbm vaetsheer mba are eoirt(ne4 N Bre aamatla�eel pramamwlarm wprinv am wane m � aenceon abm awea4aheeL Dewberry' Dewberry Engineers Inc 800 NORTH MAGNOLIA SUITE taco AVE ORIANOO, FL 32803 PHONE: 40T.8435120 ENGINEERING BUSINESS E� W 06 F— o Er -z < o I'1 � LL I I U W '^ W vi O 0 O W = Z 0- W Q 75 Q SEAL �mn —LOa�o �w was o li REVISIONS PROJECT# 50083181 DRAWN BY TFSISKH APPROVED BY RMJ CHECKED BY RMJ DATE FEBRUARY2017 DATUM NGVD 29 TITLE SANITARY ASSET TABLE PROJECT; 4ARD1,141FIN.Whase 3A SHEET NO. C20 E le I C E F d o 4 A R MANHOLES ID Number Plan Sheet # Easting Northing Rim Elevation Invert Elv N Invert EIv NE Invert EN E Invert Eiv SE Invert Elv S Invert Elv SW Invert Elv W Invert Elv NW Manufacturer Comments S301 C19/C26 S302 S303 C19/C26 C19/C26 S304 C19/C25 S305 C19/C25 S306 C19/C25 S307 C19/C27 S308 019/C26 S309 C19/C26 S309A C19/C27 S310 C19/C27 S311 C19/C27 S312 C19/C27 ANOUT S EXISTING CROSSING ID Number 1 Plan Shaat # E-fing Northtna I UsUna PI o Elevation I Pro sed Crossin Elavotlon E%islin Main Commonts SXS1 C19IC25 RA SFO Dain a.FA/FPA/ / coacctun uaie,,, P Nm swv u s ortlan» 5 ContradarNm coatradorc OO Pro Nunber verwn zo (tcormeMed fOr eax d coerSeuSen bebeen rn Erymeer ud tln COM acute p d P4 Surveyor for ca'ouh8W tlehctlona coin aowYed word»be M NeeFor¢ PrM4 a algia asset IO (bp of ype slate and E"rya) Rv earn a y W 4'Pe, ranbercd ce@m+aa6Y atM Ora Pba nn (OCY&y etuenpeo M d'rec8cn) coin scrim E of tle ppe. Tten aranchea sntl seMca of are sarre uETtl VP= can be rurLrred. Itis r¢oomm koaur,d- cul each Viy (vett, vest+atr a rect8rud aatr) Mar#erSq fornn[ be tlbtigWs'vat ft- ft Thk rNll aline wyMasm atl eore,PJtuLL caoM an IOrB I. easel tbb vorksheel tae are corrdred In ave yreadsMet soman Mor m oanrew and wdstim m Au —I. the roreMsneeL 4911 Dewberry® Dewberry Engineers Inc. 000 NORTH NIGNOLIAAVE SUITE 1000 ORIANOO, FL 32803 PHO NE:407.843.5t20 ENGINEERING BUSINESS -0741 W 06 F— o W WW LL ujZZ Qa.w Q SEAL rr z kin $r' rt LL REVISIONS PROJECT# 60963161 DRAWN BY TFSISKH APPROVED BY RMJ CHECKED BY RMJ DATE FEBRUARY 2017 DATUM NGVD29 TITLE SANITARY ASSET TABLE PROJECT: J."DN41FI-Whass3A SHEET NO. _C21 / 4 9 I 1 I - E i III I RGVJ 1 1 - --------- -- - - RBOVI RGVB I'I 1 I 1 RBOV4 — — 6' PVC REUSE MAIN II J v , =1 - RWFS�I' l . RWFIRBOV5 I 'A' _ - — _ 0 1 I RGV4 RSTA15 - 1 , RBOV2 a �.. � � � RSTL24 .:� � � _ � .�- - '" Tl u i h _ \i flf C 7 - I�I RWF3- - _iRAC7 G-- 1 RSTAl9 PVC REUSE MAIN RGV63, W 8' PVC 11 REUSE MAIN j 1 RwFI i , i Rsras � RGV7 ----J 1 /8 III RGV2I� 1 -Ti RBOV3 i � RREOI i . - ..T I /9 1 �1 RSTL22 16} - — I I FUTUPE 15 PHASE;-- 3B--- RSTL2I - - �i� a i 2p y ---- - �� RSTL20 ---------_ _ ,r .- - - -� - 23 8 PVC REUSE MAIN RSTL19 ---------------- FUTUR (---- / PHASE B _ B RSTL/8 --- --_—_ ---� �� R /O ------ - ----- _ -- 20 v STLI7 5 _ RSTL16 y p RSTU5 3 a RSTU4 RSTU3 RSTU2 - J RS3 - _ = - - _ - - A-- RSI - 'R52 \r _ PROPERTY " BOUNDARY A (TYPJ EX;I SI'T , - EXI SINMANPVC A REMOVE BLOWOFF VALVE & TIE TO EX/ST.8 PVC REUSE MAIN ' Dewberry® Dewberry Engineers Inc. 800 NORTH MAGNOLIA AVE SUITE 1000 0RLAN00 FL 32803 PHONE:40T.8,13S120 ENGINEERING BUSINESS -8193 0� W Z o [L Co W o ZWU LLJ -r Q 0_ W v Q SEAL �aILI� It KEY PLAN — z f n SCALE NORTH 0, 60, 12U N REVISIONS PROJECT IF 50083181 DRAWN BY TMSKH APPROVED BY RMJ CHECKED BY RMJ DATE FEBRUARY 2017 DATUM NGVD29 TITLE RECLAIMED WATER ASSET PLAN PROJECT: J:WRDN4lJ`k, Phase 3A SHEET NO. C22 E c E le . t-11 ID Number RWF1 RNF2 RVVF3 I METER Q 1 F RA INFO Dataaaat,n.t>, Pr Nm s�av o s «Dvnsa 9 « contractorNm c«hanor c 'OC Pro N�eMer. Yersbn 20 E Ret t— t br eav ai eoordraCon Eebmen tle FPg - W tle C Macb/a Aabu35uuY« brtts ) rg Eeltctiom ham eav wed cwrCnka and ekatmc PmM+ a uigre aver 10(bp N ppe Wb aM fi�iga) br eacM1 uutabyy uM 7Pe. rvarbereC aeque�Raa1 aMp tl+e PVa M (achaGip ch�ges b C'vecBon) hwn a5rtb brYJl of 9e Pepe. Tien Mancha.. ae d of Qie wm @Ery trya cen ba mardxed. Itlo reeomreNed tlateach / (xakr, rast+skr or recti -f vakr) rx 1- brn+Y DB ESenpiiJvbk ft- .— om Cn ptler. Th!c vN akw agaizaYcn aM mmhV -w d b tla Ifm asxt bbk vert heel labs ua cmtlned tlea yreaSshee! 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C23 E C C mm n Q d F OC/'/ i1/14 Ad AIA/ Ir)1-AT/!lA/C ID Number Plan Sheet # Eastln_q Nort Ina Elevation Main Type Type of Shot Construction Method Material Pressure Class Manufacturer Comments RSTL12 C22/C25 RSTL13 C22IC25 RSTL14 C22IC25 RSTL15 C22/C25 RSTL16 C22/025 RSTL17 C22/C25 RSTL18 C22/026 RSTL19 C22IC26 RSTL20 C22IC26 RSTL21 C22IC26 RSTL22 C22IC26 RSTL23 C22IC26 RSTL24 C22IC26 RSTA14 C22IC27 RSTA15 C22IC27 RSTA16 C22/C27 RA INFO mlaaanenrval ueecaon wte P Nm sw « s or uana. 5 «tan Conaad« Nm conaaaorc :SOC Pid aNu�er V-1- 20 Rttmmenaea br eaae a <oora,ueon xaeen me F s++.�are un conracer. AwwsawYa nr vewr� dehctloen aan amYcd cook tra mN ei+vams Pmld<a Wq�e amt IO (bp a ype ehab aM ff is aaca V✓Bty atl type, anWiea aaquWary ebn0 me ppa M(mc4d gctwge IN ic frtt/on)EmmBrth a/ me qP,Tenn wa,cnea enf raracea ama am �tv Uw can ea nncerca. nrecomrerded mat Baan (vebr, ras>-�nw « rab9rea vnnr) aaber+a ama � abagVwet aam and wnr, Th§ v® mmv wpaanCalab conxiteN aoMpaf mal�AAetamiaEb voa¢neet hEamcorttlnW mile Wreaddieet paympa«b copyh+p and W �"N b ma aeMCBan hab apteadaheel 4P Dewberry® Dewberry Engineers Inc. B00 NORTH MAGNOLIA AVE sVRE 1000 ORIANOO, FL 32003 PHONE:407.B435t20 ENGNEEMNG BUSINESS -8M cif W od �— o Zo amU LL W W W Q 2 �Z^Z { — G U Q SEAL 1=R� KLL REVISIONS PROJECT 4 50083161 DRAWN BY TFSISKH APPROVED BY RMJ CHECKED BY RMJ DATE FEBRUARY 2017 DATUM NGVD29 TITLE RECLAIMED ASSET TABLE PROJECT: J."DN41FInaMhas0aA SHEET NO. C24 A C C A2 A 1 2 3 4 5 41 Dewberry® Dewberry Engineers Inc. 600 NORTHr GNOLAAv 5u(TE 1000 GRIAI4DO, FL 32603 PHONE.40T.MM20 VAGNEERING BUSINESS -61&1 CONTRACTOR TO REMOVE EX. < QQW ° LEGEND W BLOWOFF VALVE & CONN. INTO 0- W >=ai � LLto DESCRIPTION EXISTING PROPOSED EX. 12'W.M. CONTRACTOR TO LEAVE EX. VALVE CLOSED UNTIL KEY PLAN SANITARY SEWER SYSTEM --0 - PROPOSED LINE 1S CLEARED FOR STORM SEWER SYSTEM SCALE SERVICE BY OCU & F.D,EP. STA 9.75,00 MATCH EX. £DOE PVMT. REMOVE STD. FIRE HYD. W/ GATE VALVE ASSY. 50, too' WATER SYSTEM --0o--- +_ CORE EX/STING INLET 8eDEAD END BARRICADE CONN 24 RCP INV. 103.46 STA. 10.00,00 PHASE UNE D308 763LF-I2' PVC WATER MAIN FIRE HYDRANT - _ REUSE SYSTEM - a-- --�- r�_ TYPESTA 7 -5, I&L 25' LT. TYPE 'P-5'IHLET FORCE MAIN ---- - I I __ _ _ _ 2/5'-24' RCP a /50% � -- U7.ICR.Y 0306 1 EASEMENT � STA /3.96.48, 325' LT. RIGHT of WAY — - � - f �f1.�- 1� I - EX.D208. .,. 230 8 PVC o 250% 5306 (DROP! STA,/2.20.00, CIL TYPE 'P-5'INLET STD. SAN. MH. S305 EX.IZ REUSE223'-24' a A\ RCP O 150% STA 14.40,00, CIL STD.8% a _ 220'-8' PVC v 250% 8" RCP a 2,00% 0304 -T a 250% STA /5.75.35, /325' LT. TYPE 'P•5' INLET _ fTRdcT e1 V \ _�_ 5304 Ex.Iz•REUSE , ...__ \ \ _ �N, I _ - -- 1.- 1. �. �\ \ �,\ ��\ \\ \\ ISTD, SAN.MH. STD. FIRE HYD. W/ I A ATE VALVE GA ASSY. 66LF-4* 4CONC. Siw \ \ v V EX. 5204(PH. 21 2 STA 9.90,00 CIL _.�s� - r' r .`'\/5�'-8' 767LF-44'WiOE 4CONC. S/W STD. SAN. AIH. 3 4 ` p.. 3 PVC /55%Q 6 �7� �� REMOVE FORCE MAIN PLUG 5 27 2 1-15' RCP a 0327 8 A REMOVE EX. BLOW -OFF D305 -271-15-RCP a 03�%� v a VALVE & CONN. INTO EX. B'R.W.M. STA 3.96.46, /325' Rr. 0307 TYPE'P•5'INLET 746LF-6' PVC FORCE MAIN STA 1/•72B6, /325' RT.\ TYPE 'R5• INLET 771/5' RCP a 200% 0303 729LF-B' PVC REUSE WATER MAIN STA 16.50,00. &0' LT. TYPE 'P -7T' MANHOLE CL• I� LAKE SIMS PARKWAY 142'-15'RCP a 1.00% 0 NOTEr PAVEMENT 24' WIDE W/25' RADII. NOT." Pl PER 50 ROW LANOGW?YE� MANHOLE AND STALLPROPOSEDR OCU DETAILS ON SHEET C33 K• 3 KXY9 9 V¢ 3 of � � J � EXISTING SHG � q 5,30-44 / al (C 19 TOP133.51Q 135 /35 I I _. - � � W W W � EXISTINGGRbUND P 3239 ..-� - � — -- --L•11A07. � -- I - -- )304 TOP 1312 130 f R-26 c, O O l PROPO�ED PROF 5305 LE / — - - I _. ( ---- � r 15`-RCP— W -- __130 N (C/L PV NTJ 030. D306 125 - -- --. i° �- ;. 4 Gu L - � I nl --- - - iq n -- ---- --- GRADE --- i.-.. ----- LINE TOPS V2397 ---- --- / - m � _ - - - - - /NV. 12a5705 - - INV. 127V9f15`1 - ------ Lu -- - --------- --- 125 --- S3 � IHVj 12533fNW1 /20 2�+nI �, -- — 4 it L 1� . _..__ s306(QROP1 .---- I �/5' �� r P _ _ _ I _- ... lNK 123.43(E1 � 1 - 120 - INV. INV. 1256 /59 - --- -__- i TOP //680 D307. 030. TPS 11502 YM x pY/Bf IS RCP i � /NV. 11920(WJ /2/83087 115 115 — -- --- -- - EX. 52041 --- TOP 10887 L- ----_ IS a p1` _ - i— - INV. u62N161 I INV. 11730(E1 --- - �l1- --- -- - - ..._-115 110 -- 1r7 act/ I -� I- �i I- � i U p(I MOPS . Ii _-_ -{ 051043 LT � � - OQ.13i ---- (• /'�� -- l5� �� - --- Q �� - INV+ � • 241 RCP /NV. 11950(03051 -------- IIHK /IIBIXWI INV. Il9.4/1p3361 1083HE) /NV. /1307!241 - - - --- - --- -- -- ---- --- --- -- ----- / Il-� _ ) i /NV. 1Oii7 241 /NV.05 109T /NV. 11055(031 1NV. 110,46103081 24, 105 T OO — __--_ -' ' . /11 it IJ7I F31 i� / /0247!£11 /N. /02-5 V) SEPARA TONQ r 248'SAR ON (sr.EJ ERN 136' SEPARA TON --- -----------�-----/00 .. — 1W.103.46(D205X24) 11,00' OVER 5AVJ t ©(5T. EER ANJ � 9. (COR£ INVJ 00 /0.100 11.00 /2100 /3100 /4 ;00 /5100 /6.00 17.00 41 Dewberry® Dewberry Engineers Inc. 600 NORTHr GNOLAAv 5u(TE 1000 GRIAI4DO, FL 32603 PHONE.40T.MM20 VAGNEERING BUSINESS -61&1 Y W off$ f- < QQW ° W U W 0- W >=ai � LLto a KEY PLAN SEAL. >=ai � LLto KEY PLAN j- - 41171 )l../7ii1 SCALE NORTH 0. 50, too' REVISIONS PROJECT# 50083181 DRAWN BY TFSISKH APPROVED BY RMJ CHECKED BY RMJ DATE FEBRUARY 2017 DATUM NOVO 29 TITLE PLAN & PROFILE LAKE SIMS PKWY i PROJECT-. J:VARDN4TInaIlPhe 3A SHEET NO. i C25 19 Iml C B i 4 9 3 4 1 5 Dewberry" Dewberry Engineers Inc. 800 NORTH MAGNOLAAVE 5017E 1000 ORLANDO, FL 32N3 PMONE:407.M351W ENGINEERING BUSINESS -8793 W 06 Z a d < Lll 1 UW LU Q L O LL —T�r 1r 1Z1 M W U Q SEAL o�o LL� K KEY PLANS Itr,17JIIIIJ/ SCALE NORTH 0' 50' 100' r 71 +z REVISIONS PROJECT# 50083161 DRAWN BY TFSISKH APPROVED BY RMJ CHECKED BY RMJ DATE FEBRUARY 2017 DATUM NGVD29 TITLE PLAN & PROFILE LAKE SIMS PKWY PROJECT: J:IARDN41PInaAPhase 3A SHEET NO. C26 LEGEND DESCRIPTION EXISTING PROPOSED SAN?AR/ SEWER SYSTEM - -�-- --�- Q1 STORM SEWER SYSTEM Q 931-6• PVC A 0.40% WATER SYSTEM 1 --�C--- H STD. FIRE HYD. W/ GATE VALVE ASSY. 5301 Q FIRE HYORANr STA 22.80.00, C/L S309 12•X/2' CROSS REUSE SYSTEM STD, SA!/, yH STA 24.5667, CIL 2-I2'XB' REDUCERS - _ --- 320'-B' PVC a 0.40% FORCE MAIN STD. SAN. MH. 2-12' G.V.'S 0309 RIGHT of WAY - — - 741LF-/2' PVC WATER MAIN STA 22.75,42, 1325' LT. 45LF-4'W/DE 4 CONC. S/W 9LF-8• PVC WATER MAIN TYPE •P•6' INLEr W/HANDICAP RAMP STD. FIRE HYD. W/ 5302 3I'-15' RCP 0 032% u GATE VALVE ASSY. STA 19.6DA0, 6.0' LT. 22 STD, SAN. MH. STD. 2' BLOFFVALVE 2I' " .� 20 /9 IS i, :� W/B' G.V. (TEMPORARY) 23 Q1 1-12' G.V. , rrincr 08 11,- S3A I 90 -8' 24 \ - ---- PVC 0 0.40% % \ -/ 25.50D0. CIL " " " — 4 = STD. SAH. MH. - us z s� 4 IDE STAB. 1 SBASS'E 25 /\ . 1 --__ --- -- _ _ -- - _ ., -- _ ,n ; OVER SAN. - - - ll 1 27'-/5' RCP v 0.32%M -, -- _ - -- -- _ GRAVITY MAIN AND MANHOLE D302 _ \ _ _ _ _ TO REMAIN PRIVATE UNTIL sra 17-8922.13-95 ' Lr. 26 i `; -� - -/ (�- - �_ 1 I ) �_ - - -� _ FUTURE PHASE 1S PLATTED TYPE 'P-5'INL£T --- - - PL " 1 .m w - _ - �l-6 _ _ VALVA _ 5. - - (TRACT Fl -- _ .. D3/2 /7 SEE SHT. No. C27 'w.12X40 5303 27 t ! 0 /4 D3/0 STREET 'A' t S-5 n•7oDo, ciL STD. SAN. MH. FORCE MAIN STA 22.59.43.1325'RT. t STD.0BLOWOFF VALVE ' /3 AIR RELEASE TYPE •P-6' 18LIET 6'X8' CROSS W/B G,V. (TEMPORARY) VALVE Q/28'-18 RCP 02/% 2 8 G.VEDUCER PHASE UNE 3 Q "9 604LF-6' PVC FORCE Y l2 Q / i MAIN Q 03/3 3 /6'-42' RCP a 080% STA 24.90!7 END PVMT. STA 23.8767, Rr. STA 25.03J7 PHASE LINE MANHOLE 5' STAB. BASE PAST E.P. 736LF-8' PVC REUSE WATER MANN TYPE v -TT' MANHOLE W/DEAD END BARRICADE D30/ •QQ� Rr. PlEOUAT/ON Q STA 23.8767 (LAKE SIMS PKWY) 'A•P) STA 0.94.40. 1325' TYPE 'P•5' INLEr • STA I2.93A0 (STREET PJ. EQUATION QSTA 24.5&67 (LAKE SIMS PKWY) • STA /2.93.00 (STREET 'A-27 LAKE S/MS PARKWAY NOTE. PAVEMENT 24' WIDE W125'RADII. 52' ROW . /00' V.C. . K•62 /45 Lo EX/STING GRO ND 13 W 01 ( Q� -4 W a M d d W Z W PROPOSED PROFILE>iWId�i GRADE LINE- a 0 � rAq d R 0 NW 3 lrpQjA � i d mN d QR �iiWdM>4i� o iW 4 WW 145 5303 TOP 13320 -- �� I q--- I -_ -- -- -/� - - Q ------ 14Q _ - -- I 1 ' v ----� - -- ----- 0302 53 TOP /3550 TOP TOP --- � 1369'1- l -- - 0309 -- -- TOP /3 'D3/O 03/3 TOP l3S / 5301 1 3 Q TO TOP 1 TOP /362 TOP 135!9 /7 .�. / Q/ -- l4O D30/ TOP /3555 (-)0.60Y TOP /3577 TOP 13574 /35 (n () 00% - - - I 15 RCP ARV Q 3( ( rFA/J —? h W . IPPC WY/CAC RYIS�---- W — d3CEMNN _� (•)O50% _-� - - - - - r0 -3--- _--- —� Swy -L - ------ -------- -- 135- --- I , ' 130 125 -- — --- INV I31�fD30/1 IHV. 1301MD302) — -�- -- /W. l28 SSE! 3 Q - L--..- STING E $HGW /NV 127-4811571 /Hw /3oaas, - O 6 - INV. M 637rW) Q5 IHVi f2694fS1 l30 _.__-125 /s RCP /HV 112758(/5') I3 /20_ _.- - -- ---- --- -- W12995Y/57 J -- - -- - _-. IHV. 1279OiNW1 1HVv276«s£, —--1�-_..--- _.-- -- — ------- ---..-- ©INVj 12728(/8.1 --- 3 Q -- 1W. /27.0!(/87 IW. 127.013P) _ _ -- 42 RCP - _ - - _- ..__ ___ 1 - 120 - -- 115 -" T U 2JB SEPARATION IST. OVER SAN.) Q lfS lSEPARATION- 0lw."IOVER INV 1-46 INV. 120DO(48•) SOVER 5TV. .)Q RI,,.1 42'1 / l .12657(NJ D312 . /26.47fE) 42' PLUG 1W. /2/333\ } 1O K 10 _.— 115 -- O I 5OVERATION STJ //O lIO _ .. I' _ - __ _ _-i - - -- _ - O5 1f5lyV. OVERATIONSTJ © IOaj OVER SEPARATION 1800 /9JII00 20100 2/;00 122-00 231.00 24-00 1 25h00 Dewberry" Dewberry Engineers Inc. 800 NORTH MAGNOLAAVE 5017E 1000 ORLANDO, FL 32N3 PMONE:407.M351W ENGINEERING BUSINESS -8793 W 06 Z a d < Lll 1 UW LU Q L O LL —T�r 1r 1Z1 M W U Q SEAL o�o LL� K KEY PLANS Itr,17JIIIIJ/ SCALE NORTH 0' 50' 100' r 71 +z REVISIONS PROJECT# 50083161 DRAWN BY TFSISKH APPROVED BY RMJ CHECKED BY RMJ DATE FEBRUARY 2017 DATUM NGVD29 TITLE PLAN & PROFILE LAKE SIMS PKWY PROJECT: J:IARDN41PInaAPhase 3A SHEET NO. C26 A C C L A I r 3 4 STA 18-22.77 END PV LI Q P.I.EOUATION 1 'A-2'1• STA IB•38.03 PHASE UNE P,I, EOUATION 03/7 LEGEND STA 12.93110 (STREET STA 24.5667 (LAKE S1M5 PKWY) 5' STAB, BASE PAST E.P. ,STA 16.25.36 !STREET '10'1 STA 16.43.01, 6.fY,TT, DESCl7/PrK)N ExisrlNc PROPOSED Q W/DEAD END BARRICADE . STA 17.8055 !STREET "6 TYPE 'J-7T'MANHOLE Q 5309.0 254'-B' PVC R 157% 10'WIDE STAB. 53/0 03/B STA /3.6970. CIL BASE OVER SAN. SANITARY SEWER SYSTEM -�- -� STORM SEWER SYSTEM STD. SAN. MH. STD. 2' BLOW OFF VALVE STA /9'20.00, CIL STA 17•IODO. 6.0' LT. WATER SYSTEM--r�- 328LF•4'WIDE rCONC. S/W W/B'G•V• STD. SAN. MM TYPE V-77" MANHOLE W/HANDICAP RAMP 139 -8' PVC O 0.40%Q Q 3 t STD. HYD. W/ D3/8A 7T B'PVC.v /97% GATE VALVE ASSY. pp 03/6 406LF-I,WATER MAIN I I I 9 le PLUG O STA 'J-7r'AN LT, 12'X/2' CROSS TYPE 'J•7T' MANHOLE FIRE HYDRANT _ _ _+ REUSE SYSTEM FORCE MAN I AA �`J /NV. 117.18 RIGHT OF WAY 10' SE OVER STAB. t 2-12'X8* REDUCERS ... 4 BASE oven 5.011. 5308 /2' G.V. ' j I STD. 2' BLOW -OFF ti 54LF-4'WIDE CCONC.SIW __-__�� Ill' f' I 8 G.V. r_ VALVE W/6'G.V. Q I 263LF-2 PVC WATER SERV/CE W/HANDICAP RAMP f 03/4 m 531-/8' RCP 247LF / PVC STA 15•R5 NLET3' LT. A 02/% 70"4',5" �P 29LF-8' PVC WATER MAIN (FIRE LINE 3 L I 44LF•4'WIDE 4'CONC. STD. 2 BLOW OFF V VE' IJ / 1 I I ( 1 I I S/W W/HANDICAP RAMP 72 -48 RCP II I 032/ SEE SKI. No. CIO INV. 105.14 INV. 10358 AMENITY S/TE sra /9 36/a ca W/B' G.V. I S311 a O.Bo% I d 10'WIDE 5T I � I 1' I STA( 6.2536. C/L ), I I I I i BASE OVER SAN. _ �T !(TRACT 1 , STD.�SAN. MH. Gl ,l TYPE, 'C /NLET 1 ! I r .� S307 �, - 1 ( 671-48'j / CPT ,�� STA 12.2om, CIL ' J I I 1 D�17 o OBO/.;� STD. SAN. MH. i. � � GRAVITY MAIN AND MANNppLE I 1O 15 � � , ( �, 38'-12' HDPE 36'-6' HDPE I I 0 3.00% R 3.007 � �� 27�-15' RCP � � ''P � 309 I r • / ' . �TO REMAIN PRNATE UNT/L I �e � i A PLATTED 'w �' "� / FUTURE PHASE /S ( 144'-4� RC o 037/ w� (TR. a I f' 73'-8' PVC a 2.00, , l2 X8 REDUCER ,� 9 /NV. /04.00 /NV. 10250 , 1 �� 1064'-30' RCP R, Q.BO �3 - - I/ D. 2• B OW �� VALVE /6 t/ i i t 6T-48 RCP OBD% `_ STA /2.56.00 END PVMT. �3 - (TR?? / i rr 6�G ', ' ��, ��l �% i / 0320 STA /2.42.00 PHASE UNE 031/ \ / 2LF-i �C T 5'STAB, BASE PAST EP. 30 PLUG O 1 l /' I D3/3,10 ��( a 1 / - (� �7ELlSE7WA/ER INV• 127.0/ (TRACT C1 � ��' - • PVQ MAIN W10£.00 END BARRICADE - I -5" B•J �L£T 5' LT. l / L TYPE V , - _. INV. /04.00 1NV. 10250 FORCE MAIN / / I / 55LWIHA DE 4 CONC. S/W i 27 OOBD% 3 �I / . l W/HANDICAP RAMP t STD. 2 BLOW -OFF VALVE I\_D31 ' I 0315 j ; / / /� A '-'RCP . -I 24' /2 HDPE 24'-6' HDPE W/8'G.V. j8 SEE SHT. No C26 / STA 15.7869.1273'RT. / / 6•X4 WYE 268LF-3'PVC TYPE "✓-5 /NLEr / / /4'X3' REDUCER FORCE MAIN LAKE SIMS PKWY. / /4" PLUG VALVE (PRIVATE! 54LF--'WIDE 4'CONc. s/W Q 63' 48 RCP o 080% - A RCP 0.37% 03%9 a 300% m 300% Sry ElBJ•5"0°LEr 5 i I � ! INV. /04.72 INV. 10322 W/HANDICAP RAMP 0128'-48' - 1I3L.F-B' PVC WATER MAIN ,�ll 531.=6'FORCE MAIN 69LF-B-PVC REUSE WATER MAIN339LF-CWIDE 4'CONC.S/W sra/Trpo,aD c/L 'PLUG VALVE Qt W/HANDICAP RAMP STD, 2' BLOW OFF VALVE ;STa SAN. MH (DETAIL A/2/-2 NOTE: THE PROPOSED DRY -LINE GRAVITY MAIN AND MANHOLES DETAIL D318A 368LF-6'PVC REUSE WATER MAIN W/8'G.V. SHEET C33) /N STREET 'C ARE TO REMAIN PRIVATELY OWNED AND D3/3A Q PJ.EurlL1TY EASEMENT BP -6' PVC O 250% A WIDE RSA' MAINTAINED UNTIL DEDICATED TO OCU WITH FUTURE D 1093m 0 BASE OVER SAN. �6, VBLOW OFF VALVE DEVELOPMENT. THE MAINS SHALL BE TESTED AND STA (STREET A-rJ • JI n JI STA H•3472, CIL STREET A STA 17.28.49 END PVMr. TYPE 'J•7T"MANHOLE STA 23.8767 (LAKE S/MS PKWI'J INSPECTED PER THE OCU STANDARDS AND CONSTRUCT/ON STA 17 23.49 PHASE UNE SPECIFICATIONS MANUAL AT TIME OF INSTALLATION AS NOTE: PAVEMENT 17' & 24'W/DE W125'RADII. 5' STAB. BASE PAST E.P. WELL AS AT THE TIME OF DEDICATION TO OCU. IWIDCAD ROW VAR/ES END BARRICADE \ 3, �ppp l[1 WN Cj =� 3 rr��I ^, V1 ddb 3 rc�� p to 200'VG. K•28ko VI "�' - -�--_ Co 200'V4. a 3 W to W O N K•22 --� --- 6 W� v VlV1.i I(1'� N W d (STING GROUND tl M NW N ID Ott N� t 3` TOP /3669 m W �- W. Q rW dC4 TOP( TOP Nd a2� /35 -J/.4• e 03 3 /3422 V?? J 3 TOP /36.01 \ D3/310 3 4W 4 - _ _ \_I .W J ?V? W `W �W -_- - W -__ - -_. �mW �W a .W �W �WW , - -__ _ 1.35 -_3 _- - �YVjl�i � r 2 I TOP 13239- •82i \ 0q�� ^ N k1 ((1 tO� N /30 --L _ 2to / _ -� �� D3/4, P<t+J - _ woa---- ..._ zoe�s�2z6- �- W \ 53/I 3 - - - --- - - - ( -�-- TOP TOP 1256(1 S3/I - - - - TOP 2 - /30 EXISTING SI-IGW 125 -130 /�12993(£ RCP I - _ _ -M'�H - 5 6 _ �RCP \ INV. l (/59 -_ _ . _3...._- _ ..l 12536(/5' - - 3- - I 7 TOP \ /2520 D.3/7 TOP 12398 - ---....._ ._.___.------- --- ----- - --- ----- TOP --._ S /2 3 Q /229/ D3 3 TOP 2388 -- _ $' _ / --1- -/ _- -- -� /25 ---- 03/l _ _) . .. 30' P 3 /NV. / � INV./2657!111 _ _ 48* RCP 48* 120 INK I26.47(E) _ _-- - \ ` Da/B T - P //B3/ - -- .... _. - --- - - -- z T 8 --- - O - 120 I INV. /_-7,0/(/W) IHV. /27 If30'J 11 IHV. 12495(Wl � /NV. /2 11D3I41 INV. 124 5(EJ 3 /NV. 122 !03/51 ��,V- �4/ / 3 1 5 /Bj RCP D3/6 •u9J8f5�1 Q 3 //5 -- -----. ------- /20(40(42.1 3 IHV. /19.00(03151 _ - /NV.120p0f48'1 /NK 11953!48'1 /NKl/985(WII 48•gCP - y_- , \ D3/8A PROPOSED - (C/L PVMTJ � -/ /NK J l8 PLUG O _ JNv mJ6 r INK /16DI4(NC /W.N 2(NJ -. 115 Q INK N277tD315) 48'RCP r P 8/72 GRADE LINA' 3 INV. //460(51 INV. 118 S! 3 INK i1862fN) INV. l 8.06(5) -- Inv. 117.07(le) lN�. 11068(48'1 f \ \ _ 03/9 0320 roes / 29 /NV. 117.071 INK 11227!48*) /NV. /!068(487 ll0 QIHV. /1227!48'1 3 /It�7, /10/4148.1 `\ -- 105 ----- l �.._ 1.0(Y SEPARATION !{'/.Al. OVER .1(J y, IB5' SEPAR 10N g LOO' SEPARATION g /5/' SEPARATION 1.00' EPARATION (RP,A(. OVER ST.) IST.'VER SAN.) ® (SAN OVER STJ I ------- --- --� IAO' SEPARATION 1100, SEPARATION IAO' EPARATION W © ,�. - P A _ _ \ _ - i_ ----i 48' - TOP 10473 •QO/, -_ IAO' (W.U.OV Q 2 2.46 O(R.W SEPARATION 5 /A0, SEPAH ION R RY/Al.I Fd/J Q (SAN. OVER STJ --.-1. SEPARATION W 6 SEPAR ,TION /QS �i 3 D (WJA. OVER STJ W (SAN. OVER STJ © (W.V. OVER STJ (W.M. AVER SAN. (W.N.OVER STJ W /2018* PARATION �` (57. ER SAN! ®(W.41. OVEk R.W.U. & F J ®(W.11.ER RY,.A(J T 4PARATION IAO' SEPARATION IAO'tPARATIQ8 .j, IR✓• lO4Jl(4�% INV. 10355(48*) \ 46• /ICP RCP \ 3 1100' ®(F.M .OVER SAND AVAI. OVER ANJ (SEPARATION AO SEPARS ION OVER SAN! nYIA. OVER SAN! /00 I_ _ _.......__. ..IRO' 0(W,tl. SEPARATIOL_____ OVER HJi'Al.) EPARATI N� - 1,Q7 -_ 11 (FJA. OVER SAND T '(R.WJOVER F,A(J _- _ --__- ...._.__. .____ --_- _ - -_-__ _ - __...._ - :: -__._____. _- 4. IAO-SEPPltAJ9N Q(R.W.dI. __ -.B .l'cV_ EP +LRATJ_QN-_-..._-. - - _.- O✓ER FJIJ �(W.M. OVER R,WIAJ /OO --.__._--_ -___1- IHV. 9970(461 n u 1W. 319) �J� u u T'"C' 12 00 /3 00 /4.00 l5 00 /6.00 /7 00 IN I INK 97.10(03201 ( INV• s656�4s, /HV. 95.05!48 /700 /8 00 /9.100 lePuu /yUU LU'( u Dewberry" Dewberry Engineers Inc. 800 NORTH MAGNOLIAAVE SURE 1000 ORIAN00, FL 32803 PH ONE:43T.843.5120 ENGINEERING BUSINESS 4793 W Z <�U 2 CK 0 LL - W w W =^Z W L LL U Q SEAL 0# aLL� KEY PAamLAN a f. lI SCALE NORTH 0' 50' 100' A REVISIONS PROJECT 50083161 DRAWN BY TFS/SKH APPROVED BY RMJ CHECKEDBY RMJ DATE FEBRUARY 2017 DATUM NGVD29 TITLE PLAN & PROFILE STREET "A" PROJECT: J:WRDN41FIn.APha 3A SHEET NO. C27 E E C E f 9 d I BASIN ASSEMBLY �J DRAWING I1EaD1a«. IIAPPROVEO DUPLEX • EXTERNAL VALVES IlCuslouot IIHEJECtao 4r(4R) 1B' \ / _ 25'SCHBO PVC DISCHARGE PIPE VALVE VAULT FOOT 9°THICK ¢^'J� (SEE DETAIL THIS SHEET) •57 STONE CONTRACTOR TO POUR A 125'WIDE x P THICK CONCRETE RING AROUND THE BASE OF THE LIFT STAT/ON. 4'LIFT STATION �� /l�d�r, :/rtri, �.%I, 2,DRPIar�wcoukmL�wnr �Me,...IY�,wL sceoe,mwRum a-reu DEEAHY, PLOmW,321iJ (SEE DETAIL THIS SHEET) M PH�'n ,nLIPH Pa aDa ulm wDn3 o-aD CLEAN-OUT (TYP) Q1 SSTAANN'DARDS AMM CWISTIRISICTION SPECIFICATIONS MANUAL /NV. IN -9996 SEE SHEET CJJ FOR APPS DI GENERAL I .IN DETAIL DATE Febt y11, 2011 PRIVATE PUMP STATION SIGN FIGURE A405 4* WYE PRIVATE SANITARY SEWER HOSE e/e PUMP STATION (TO BE CONSTRUCTED WITH THE PROPOSED BUILDING) 4' GRAVITY MAIN & I* H'SJ BASIN ASSEMBLY BILL OF MATERIAL (DUPLEX• EXTERNAL VALVES) 4du@o: Bsme R.%RM 1EM" 1APPRO�O IIGaBTOxER IIREIECTED t Fede%IIDF-fIBFAGV350A5ta-d0113D'w/GGAVn FLDAT t -MANUFACTURER Part Number - DescripgOn GLI@Dey 1 3 62iMSDt•PM GNHDFA 4lIWE 0AILASSEMeLY BISF 2 4 2 1•4B'fW-0.UM IID, W/i'COVR@.G 2 $ cvsrn•scumrovEHr.3'ouvETm t 8 axnsdsss•rLDArua«Er/rABLe InInEa,atEss t ] Zdt>na-25'EIERPICALHUd,00LTON (S1®P[D LOD3E1 2 g axaatD9J•uFrcABLe AssI. VIG'D'w, mEss autERul 2 g BxedJ033-5'hYt[TIIU0. C0.0TMON ISKPPED l005n t tO -3—DEG DEG EIEOYl SLIP XSUP,13'MSCXHO Z 11 PEDm-ZS'pVf, eoi90 INPE ZD t2 H10UOW-GVOEHA!L 2'f%AMEtE0.361St MATFAWS p 13 wna-u^xda/J•, eumaro, ireIEADEazDBss 2 t4 wcrs..,.zs'rxAtaoFn --o—os, 2 t$ --'Mr 1—k MSCH 60 Z tg fR154a.-Z.S',SUP %SUPCWfUr:G,M50I80 Z 17 18 �.a.. r. a> B m c..s ,*n ow :.. oF..,�..m�. w � w � m ti e �m>=a'. b• a..., a a., w,-,.,, N9 wmahPdr'+'++aMc°ml �s� ,�/�c1-I?✓Cil'/i,',.�1,'. IFA 6PFIIKiVIEN CONfI�CEDRNE l wuDrw Rua 0.fa� ,r DE3ARY, FLOPIM.]413 wt'.lmq 5T}Lt]t l EfU laa]I]3UDIEu! ml' ND7I DdDJJD4 Dewberry° Dewberry Englneerslnc. 800 NORTH hIAG!lOIIAAVE M rte SUITE 1000 Oft1AND0, FL 32403 PHONE:40T.847S120 ENGINEERING BUSINESS -8195 111 Z Q Q O C- � U W 0— Q FINISHED GRADE DUPLEX PUMP STATION t Fede%IIDF-fIBFAGV350A5ta-d0113D'w/GGAVn FLDAT t -MANUFACTURER ABS 1 3 62iMSDt•PM GNHDFA 4lIWE 0AILASSEMeLY BISF 2 4 ezDsdln-wvda GUIDE, 1-1 z',sLsss 2 $ cvsrn•scumrovEHr.3'ouvETm t 8 axnsdsss•rLDArua«Er/rABLe InInEa,atEss t ] Zdt>na-25'EIERPICALHUd,00LTON (S1®P[D LOD3E1 2 g axaatD9J•uFrcABLe AssI. VIG'D'w, mEss autERul 2 g BxedJ033-5'hYt[TIIU0. C0.0TMON ISKPPED l005n t tO -3—DEG DEG EIEOYl SLIP XSUP,13'MSCXHO Z 11 PEDm-ZS'pVf, eoi90 INPE ZD t2 H10UOW-GVOEHA!L 2'f%AMEtE0.361St MATFAWS p 13 wna-u^xda/J•, eumaro, ireIEADEazDBss 2 t4 wcrs..,.zs'rxAtaoFn --o—os, 2 t$ --'Mr 1—k MSCH 60 Z tg fR154a.-Z.S',SUP %SUPCWfUr:G,M50I80 Z 17 18 In case of emergency contact the following numbers: Facility Owned by: Name' Phone Number: Facility Maintained by: Name: Phone Number: Station Number: NOTES: 1. MINIMUM SIZE OF SIGN: 12'X78". 2. SIGN INSTALLATION IS A REQUIREMENT OF CHAPTER 37, ARTICLE XX, SECTION 37-754 OF THE ORANGE COUNTY CODE. 3. OBTAIN STATION NUMBER FROM ORANGE COUNTY UTILITIES. 4, SIGN SHALL BE 0.D4 GAUGE ALUMINUM. DESCRIPTION ELEV. FINISHED GRADE DUPLEX PUMP STATION HIGH LEVEL ALARM/ INFLUENT INVERT 99.0 / 99.96 DESIGN SPECIFICATIONS -MANUFACTURER ABS VOLTAGE: 60 HZ MODEL: PIR PE2 97.5 PHASE: 3 IMP: MACERATOR H.P.: 10.73 DIA: 6;691_IN. CURVE NUMBER PIRANHA PIR PE PE8W-E SPEED: 3550 RPM 60HZ DISCHARGE SIZE: 3 IN SHUT OFF HEAD: 188.0 FEETTDH HIGH HEAD CONDITION: 73.0 GPMAT 144.3 FEETTDH DESCRIPTION ELEV. FINISHED GRADE 106.0 HIGH LEVEL ALARM/ INFLUENT INVERT 99.0 / 99.96 LAG PUMP ON 98.5 LEAD PUMP ON 98.0 ALL PUMPS OFF 97.5 WET WELL INVERT 96.0 1 4-12.17 TIS O C Q SEAL O LLUJ K SCALE NORTH 0' 10' 20' N REVISIONS REV PER COMMENTS No, DATE BY DescAptlon PROJECT# 50083161 DRAWN BY TFSlSKH APPROVED BY RMJ CHECKED BY RMJ DATE FEBRUARY 2017 DATUM NGVD 29 TITLE PUMP PLAN &DETAIL PROJECT: J:WRDN41FInaMhase 3A SHEET ND. C283' DISCHARGE PIPE E E C E I .1 9 R A F SIGNAGE & STRIPING LEGEND Oj 24*WHITE STOP BAR W/ STOP SIGN & (/1 B' CROSSWALK I- •DO NOT ENTER' SIGN IGN %OWA'NE Y(LE)HTJSIGN - .-....- - 24 WHITE STOP BAR W/ STOP SIGN .',��.••••"• B'CROSSWALK TY BOUNDARY BOUNDARY (TYPJ PHASE 3B �� • �i OUNY LINE (TPJ ..... LAKE SIMS ............... ry -/ 10 EXIST/NG^WETLAND ala i4 7 �� 4\ PHASE LINE (TYPJ AMENITY PARKING CIOE SHT. _fes ,r:_.L. r 2 � 1 _ i /9 I� '.) 16 \\ 20 1 l /5 /4-� 22 I�I � PHASE 3A BOUNDARY �� 11 UNE (TYPJ 23 24 1 � VV /2 \ to 26 N S B T 6 5 27 ' 0 =AKE S/M PK Y 3 2 PROPOSED WETLAND BUFFER (TYPJ NOTEr THE DESIGN AND INSTALLATION OF ALL SIGNAGE. STRIPING AND PAVEMENT MARKINGS MUST BE APPROVED BY CITY OF OCOEE PRIOR TO PUBLIC USE OF ROADWAY AND TRAFFIC IMPROVEMENTS WITHIN THE RIGHT-OF-WAY. SQUARE GAL VANIZEO STEEL 6' TO 12' TYPICAL STOP SIGN STOP & STREET SIGN DETat (UNLESS UrHERWISE SPECIFIED) TYMCAL TRAFFIC CONTROL SIGN STREET SIGN RIGHT - OF - )NEWAY R6 -IR ONE WAY SIGNING & STRIPING DETAILS R6 -IL STRIPING NOTES: �P Dewberry' Dewberry Engineers Inc. 800 NORTH MAGNOLMAVE SURE 1000 ORANUO, FL 32803 PHONE:40T.B Mtn ENGINEERING BUSINESS �704 W QQZ a W W Z W } g W Q ~ o r Z Q � CW G Q SEAL I. ALL PAVEMENT MARK/NGS SHALL BE THERMOPLASTIC I WITH RPM'S AND WILL BE INSTALLED IN ACCORDANCE 7 WITH FDOT STANDARD INDEX -17346. LEGEND 72. RTY— 0 RTY ROPE FOR SIGN DETAILS, REFER TO THE 'STANDARD BOUNDARY 11 Q HIGHWAY SIGNS- PUBLISHED BY THE U.S. DEPARTMENT TRANSPORTATION, FEDERAL HIGHWAY EX/STING CONTOURS .-�-�-, - (TYPJ^� ( I��/� OF PROPERTY BOUNDARY N ADMINISTRATION, 2004, THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). 2003, AND THE RIGHT OF WAY — - FOOT DESIGN DESIGN STANDARDS (LATEST ED/TION1. SO/LS LEGEND 34 J. PAVEMENT MARKINGS SHOULD BE PLACED AS SHOWN /N THE PLANS AND AS DESCRIBED WITHIN WETLAND LINE ----- THE APPROPRIATE TRAFFIC DESIGN STANDARD PHASE LINE ........ F INDEX (LATEST EDITION). �P Dewberry' Dewberry Engineers Inc. 800 NORTH MAGNOLMAVE SURE 1000 ORANUO, FL 32803 PHONE:40T.B Mtn ENGINEERING BUSINESS �704 W QQZ a W W Z W } g W Q ~ o r Z Q � CW G Q SEAL crrzy ta� �LL SCALE NORTH 0' 100' 200' N REVISIONS PROJECT# 50083181 DRAWN BY TF&SKH APPROVED BY RMJ CHECKED BY RMJ DATE FEBRUARY 2017 DATUM NGVD28 TITLE SIGNAGE & STRIPING PLAN PROJECT. J.,"DN4TIn.Wh.s 3A SHEET NO. C29 E E I 9 TYPICAL SECTION - 52 RD.W. A -A LAKE 51.5 PARKWAY Row. 1 IP ML ESI?. q RON. A RDJY. 9 I YPICAL SECTION - H.O.W.VAHIES B -B STREET 'A' TYPICAL SECTION - 50' RD.W.0-C STREETS 'A','B' 6 'C TYPICAL PARKING LOT SECTION (SECTION 'L7 -'D') TRNL 9✓ yq�N, zT",tN',' SECTION -F --F` Q �12 lr lz Conservation N6' PARKING Areo PARKING S CONC. CONC. REAGER No dumping, land claming, or other dislerbance to votive ' sOtls ar vegeI,V.n Is permitted 6e)nnd TDO% his Paint (SECTION 'El -,El) For — InfmmaU- cmmct me SL JO- River Vlol<r Flanagemenl Dl.tdd (407) 659-4800 t O12'X12' 1 CONSERVATION AREA SIGN N.T.S. NOTE, CONSERVATION AREA SIGNAGE TO BE PLACED EVERY 50 FEET ALONG THE ENTIRE CONSERVATION EASEMENT AREA TYPICAL SECTION - 52 RD.W. A -A LAKE 51.5 PARKWAY Row. 1 IP ML ESI?. q RON. A RDJY. 9 I YPICAL SECTION - H.O.W.VAHIES B -B STREET 'A' TYPICAL SECTION - 50' RD.W.0-C STREETS 'A','B' 6 'C TYPICAL PARKING LOT SECTION (SECTION 'L7 -'D') TRNL 9✓ yq�N, zT",tN',' SECTION -F --F` Q SECTION G -G 0 r i i a X SEE SHEETS CII & C/3 FOR LOCATION OF SECTIONS Dewberry® Dewberry Engineers Inc. BOO NORTH WGNOLMAVE SURE 1000 ORIANOO, FL 32803 PHONE:407.8435120 ENGINEERING BUSINESS -8794 ry W Y oz$ h– o Q Q W ° CL W ZW� o p/Q— ro 1..1�^x�'3 EL Z W U 75 Q SEAL za lr lz za s• N6' PARKING DRIVE DRIVE PARKING S CONC. CONC. REAGER L4R6 � 2.W% ZLO% TDO% TYPICAL PARKING LOT SECTION (SECTION 'El -,El) SECTION G -G 0 r i i a X SEE SHEETS CII & C/3 FOR LOCATION OF SECTIONS Dewberry® Dewberry Engineers Inc. BOO NORTH WGNOLMAVE SURE 1000 ORIANOO, FL 32803 PHONE:407.8435120 ENGINEERING BUSINESS -8794 ry W Y oz$ h– o Q Q W ° CL W ZW� o p/Q— ro 1..1�^x�'3 EL Z W U 75 Q SEAL oLLm K REVISIONS 3 6-14-17 TFS REVPERCOMMENTS 1 4-12.17 TFS REVPERCOMMENTS No. DATE BY Description PROJECT# 60083161 DRAWN BY TFS/SKH APPROVED BY RMJ CHECKED BY RMJ DATE FEBRUARY2017 DATUM NGVD29 TIRE PAVEMENT DETAILS PROJECT: J:W2DN4TInaMhase3A SHEET NO. C30 9 q A r m \g «�. It met d meworr ® &C'�f: "�"'!L�•�•d `Lt,. ... .... av-°�sr%r�,ls a �oEraiG o�so RED REFLECTIVE BUTTONS SHALL PLAN N , s — D� PUu,I,UU NAVE A YININUY X D/AUErM trWwMJ y�. S,GN AMErt CONCRETE F007-NOSARENOT /ryW "' ,y ,lor REWIRED FOR DEUNEATOR y' �� O O — SUPPORTS. SUPPORTS SHALL / aE S/pEWNX HGRAYP� 6'O y-HGRAVP SIDEfeKx KANEATOR BE DRIVER J6 INTO THE GRWN0. Si� � O O O �w �Y• � PL'W VIE%' � `�� PoRT y0� a EI O O O O yT£9INCNEO COPE i SS'EiP.Jv4T FdI SECTION m i vA%B£$ VARIES `•` PU4 V/flY � HANDICAP RAMP DETAIL R -- 6TP/IY(F F MM GYOJMdf ibflrynpJJ An v`il a`0ia� m'"i0.1"r �n mg. w=7i,_'Ss tau RRe", C,, /lx�a Bur NW Fd/ .we saEs Fw"W fl,". ht, Ab Nota. CURB RAMP DETECTABLE rWARNING DETAIL f'ord/M MBh Th hJ/Mad � CYwwrolf WMtr atl Cad/pxoyAp'1 Vey�IAgI rpEYcvE a eFrtrcr E h'Ea..axT b, M j L—s" N/Rrr✓J Ca•I>a b Ff14i.IrWr N4RSN dtl /lJI6 ocTECTIetE s,tw+na slnE.eE ro eC cwsT-w,w.rcE ~iW�t RQWpY YUY LU•i/dn b fMT. �_ DEAD END BARRICADE DETAIL MaaJQx#Nal. Tem ModRNd Nswaf Ya a PAVEMENT N.TS, /eoYM Te Mase A Yo+/msas Sk1oa (Y I1y 1 mix <uss f rwm=snmrcrtErE.E 4 :: (O FDO.T.INDEX 17349 CASE II (RED REFLECTIVE BUtTONS) CL b Asep CR EE To Be rafted. iss i> iraaw a¢Essuun MP TYPICAL SIDEWALK CURB RAMPS AT INTERSECTIONS DETECTABLE WARNlnc suRFxe TO BE CAST -IN-PLACE PER F.D.OT.INDEX N0.304 SIDEWALK DETAIL ABUTTING PAVEMENT B -+—I MUST FOLLOW STREET AVTEA� N LINES MUST M -------------- PLAN 21' IP /r 18' B /j•R r4 SECTION B -S SECTION A•A fSVN1EY GUTTER) (1 IWC YVALLEY GUTTER & TRANSITION DETAIL s i4'•R/LVUS f7YPJ SEE PLAN F OF LOCAT/PN F' Cl/RB $ .. I6'CONCRETE HEADER CURB -4 DOWELS — IZ LG.0 1Z=. PLAN 4x4/W4xW4 WWF .T r0 E 8• g..•5 CONT. SECTION A•A MITERED END SECTION CONC. SPLASH PAD NORMAL FOOTER —7- to izml�L •4 DOWELS — I2 LG.O /20.C. v coNr. ' 9 e a 5 CDA?. CONNECTION DETAIL MITERED END SECTION SPLASH PAD DETAIL rr xme v 0tss ETE JZ NaBOY AVLYEN H CONCRETE RIBBON CURB DETAIL 5'WIDE S/W (AS SHOWN) z•_ I �, 4'WHITE o W O.C. HANDICAP SIGN (84' FRO.0 W GRADE TO BOTTOM OF SIGN, 3 SET -BACK OF WALK) 3 tp WHEEL STOP (AS NOTED) 4' -F _ N 6' /2 TYP. HAND. BLUE 4' 4' & ACCESS AISLE TO BE LOCATED AS SHOWN ON APPROVED SITE PLAN TYPICAL PARKING LAYOUT 6X/ECONC. \` HEADER CURB) IILI 1 \\\ ISLAND GX/6•fYWC. HEADER CURB o� TYPICAL ISLAND SECTION MOUNTABLE MEDIAN CURB DETAIL INTERNATIONAL HANDICAP SYMBOL �` (TWO PER Cl/RB7 WHEEL STOP DETAIL STANDARD TYPE 'F'CURB & GUTTER DETAIL MIAMI CURB & GUTTER DETAIL "1 Dewberry® Dewberry Engineers Inc. 800 NORTH MAGNOLIA AVE SURE 1000 ORLANDO, R32803 PHONE:40T.843.51W ENGWEERING BUSINESS -87&1 I..I_ W BMW O W U W NwQ� 0 I..�.T^— EL W U Q SEAL �*T ta� K REVISIONS PROJECT# 50083161 DRAWN BY TFS/SKH APPROVED BY RMJ CHECKED BY RMJ DATE FEBRUARY 2017 DATUM NGV029 TITLE PAVEMENT DETAILS PROJECT: J:W2DN41FI-Whase3A SHEET NO. C31 'RI9Mot-Way Uha Curb 8 GNler Roadway Legend m Driveway. Appteschaad SMewe&6'TNde-k'=3,080 psi @28 days, 6' x 6' wke mesh ® Sld-W 4'Thkk-fo'=3,000pd@28dsya, ® EVanehn JdnL beumlemsnew board material 12' Brio* and fan depth. ® Canswemn Joint, tooted, dummy or sawed (I -to depth lMebnum, spadg equal mother sfdawam: ® App—h Transidert Flak 3. - Curb shah be dropped N not meunlebfe. No�ee Curb Ghee W dropped tluough dMmray with 3't -Wena each um of d&,my for rpnmountable ash. AS wooden slakes used in form work to have T or more of �ato4a•,ar. DETAIL CITY OF OCOEE If f. ( NO. CONSTRUCTION DETAILS 600 Driveway AW..h - hitt Dace DATE: J-2014 I SCALE: Na STANDARD TYPE 'F'CURB & GUTTER DETAIL MIAMI CURB & GUTTER DETAIL "1 Dewberry® Dewberry Engineers Inc. 800 NORTH MAGNOLIA AVE SURE 1000 ORLANDO, R32803 PHONE:40T.843.51W ENGWEERING BUSINESS -87&1 I..I_ W BMW O W U W NwQ� 0 I..�.T^— EL W U Q SEAL �*T ta� K REVISIONS PROJECT# 50083161 DRAWN BY TFS/SKH APPROVED BY RMJ CHECKED BY RMJ DATE FEBRUARY 2017 DATUM NGV029 TITLE PAVEMENT DETAILS PROJECT: J:W2DN41FI-Whase3A SHEET NO. 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C34 COPY OF ADVERTISEMENT Date Published and Media Name SECTION West Orange Times g THURSDAY,SEPTEMBER 7,2017 Advertisement or Article FIRST INSERTION CITY OF OCOEE NOTICE OF PUBLIC HEARING PRELIMINARY&FINAL SUBDIVISION PLAN FOR ARDEN PARK NORTH PHASE 3A&AMENITY CENTER CASE NUMBER:LS-2017-002 NOTICE IS HEREBY GIVEN,pursuant to Article IV Section 4-3A.(3)(b)of the City of Ocoee Land Development Code,that on TUESDAY,SEPTEMBER 19,2017, AT 6:15 P.M.or as soon thereafter as practical,the OCOEE CITY COMMISSION will hold a PUBLIC HEARING at the City of Ocoee Commission Chambers,150 North Lakeshore Drive,Ocoee,Florida, to consider the Preliminary/Final Subdivi- sion Plan for Arden Park North Phase 3A&Amenity Center.The property identified is parcel number 04-22-28-0000-00-001.The subject property is approximately 22.85 Acres in size and is located at 9723 Clarcona Ocoee Road The proposed use is an Amenity Center,road leading to the Amenity Center,and 27 Single family lots along the roadway with all associated infrastructure. Interested parties may appear at the public hearing and be heard with re- spect to the proposed actions.The complete case file,including a complete le- gal description by metes and bounds,may be inspected at the Ocoee Planning Department located at 150 North Lakeshore Drive,Ocoee,Florida between the hours of 8:00 a.m.and 5:00 p.m.,Monday through Friday,except legal holidays. The Ocoee City Commission may continue the public hearing to other dates and times,as it deems necessary. Any interested party shall be advised of the dates, times,and places of any continuation of these or continued public hearings shall be announced during the hearing and no further notices regarding these mat- ters will be published.You are advised that any person who desires to appeal any decision made at the public hearings will need a record of the proceedings and for this purpose may need to ensure that a verbatim record of the proceedings is made which includes the testimony and evidence upon which the appeal is based. In accordance with the Americans with Disabilities Act,persons need- ing a special accommodation or an interpreter to participate in this proceeding should contact the City Clerk's Office 48 hours in advance of the meeting at (407)905-3105. September 7,2017 17-04672W