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Item #16 Arden Park North Phase 3B Preliminary/Final Subdivision Plan (PSP/FSP); Case Number: LS-2017-007 t)C(I)e Honda AGENDA ITEM STAFF REPORT Meeting Date: September 19, 2017 Item # /(p Reviewed By: Contact Name: Michael Rumer Department Director: Contact Number: 407-905-3100/1018 City Manager: Subject: Arden Park North Phase 3B Preliminary/Final Subdivision Plan- Project# LS-2017-007 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 3B includes 89 single-family lots 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 parcels: 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 3B 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. It should be mentioned that Phase 3 has been split into two separate plans. Phase 3A and 3B. This was done due to drainage permitting for the amenity center. DISCUSSION: The Arden Park North Phase 3B PSP/FSP is a residential subdivision that proposes a total of 89 single-family residential lots. The minimum residential lot standards are (45) 55 feet by 120 feet and (17) 65 feet by 120, and (27) 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 3B 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 3B 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 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 3B? 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 3B. 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 3B 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 3B. Attachments: Location Map; Aerial Map; Preliminary/Final Subdivision Plan for Arden Park North Phase 3B. 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 . ♦ ems' - _ - I� SME - i 0 \F ■ Ems I TROUT LAKE L Cn E // / MD STRE '04 1 A LAKE SIMS 44iiiillitt 411W I7iIIuIv '/AM .11 fah 0 � 1 �, c` • = iii n�o0 looms = ' ,� Njg 11.)-W Atli 9.11 1111W MOM 41.1 — Mit • 14 rp t, ilo - KAI. . I';;� i �I�I� 111111111111t�� : �� r—/a �� 111 _. tttitirt� _ d El p,�, L7 in ��,01,,,•auno - • I.. l sII --- - mow■ ►aw Wms Y - i — ■ L ' CO LAKE MEADOW C e �; 1 0 . ,, -- U n 114a 1 0,C, 11)„,. , 87. Saar imam ■ .i V i m Mss, R� I /r O r .. X11` O Z3 lip I.' ,4=c cai co " . F �i f a i,� ` Du !_ P t' -- vo _ - _. es* 41 :4141.111i I-14#1.3 - s.:. i30 •...„. ..,..,i as. -} , , Niii, . (J „ , , .,. . , 44, 1141 , '. 11. ' • di • • _0.. : l /1j1 X ' o4 • ' 2'w ., . LI • L Y j N CC` CD to a • 4 L - ., - I ," rid 3 -� it s l Oft 1 it 01 a r 4Z� peon alelS ..� ,- -- 'a • ,_ • V 4pliiiitii4:40 Alli ate.+ t a f 4 pJlgae S Drawing Index Civil C01 COVER SHEET CO2-CO3 GENERAL NOTES C04 CONDITIONS OF APPROVAL C05 EXISTING CONDITIONS C06 STORMWATER POLLUTION PREVENTION PLAN C07 STORMWATER POLLUTION PREVENTION NOTES COB MASTER SITE PLAN C09 OVERALL SITE PLAN C10 GEOMETRY PLAN C11 -C12 GRADING & DRAINAGE PLANA C13 TRENCH INTERCEPTOR PLAN C14 YARD DRAIN PLAN C1 5,C16 UTILITY PLAN C17 -C18 WATER ASSET PLAN C19 -C20 WATER ASSET TABLES C21 -C22 SANITARY ASSET PLAN C23 -C24 SANITARY ASSET TABLES C25 -C26 RECLAIMED WATER ASSET PLAN C27 -C28 RECLAIMED WATER ASSET TABLES C29 -C33 PLAN & PROFILES C34 LIFT STATION PLAN C35 -C36 LIFT STATION DETAILS 037 SIGNAGE & STRIPING PLAN C38 -C40 TYPICAL SECTIONS & DETAILS C41 ORANGE COUNTY WATER DETAILS C42 ORANGE COUNTY SANITARY SEWER DETAILS C43 CITY OF OCOEE RECLAIMED WATER DETAILS LEGAL DESCRIPTION: PARCELS 1 AND 2 AND PARCELS A AND 8 ARE ALSO DESCRIBED AS FOLLOWS NORTH PARCEL A portion of the Southeast b of Section 32, Township 21 South, Range 28 East, a portion of the Southwest b of Section 33, Township 21 South, Range 28 East, and a portion of the Northwest !4 of Section 4, Township 22 South, Range 28 East, Orange County, Florida, being more particularly described as follows: COMMENCING at the North Id 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 X of said Section 4, for a distance of 5.37 feet to a paint on the West pavement line f Hobson Road, also being the POINT OF BEGINNING. Thence departing said North I'n run along he es avemen line of Hobson Read the fall—Ir coarses and distances: run South N t e, g t West t 9 00'38"27"West, along said West pavement line, for a distance of 97.05 feet; thence run South 00'0253'Ea5t, along said West pavement I'ne, for distance of 109.92 feet; thence South GO'1333'West, along said West pavement fine, for a distance of 49.38 feet to a point an the East line of the Northwest k of said Section 4; thence run South 01'27137'&M, along said East line, far a distance of 33519 feet to a paint on the Northerly right of way line of 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 75'22'33'West, and a chard distance of 1241.34 feet; thence run Southwesterly along the arc of said curve, and said Northerly right of way line, through a central angle of 28'2233' for or arc distance of 1254.57 feet to the point of tangency, thence run South 89'4836'West, clong sold 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 76'5793"West and a chord distance of 757.23 feet; thence run Southwesterly along sold curve, and said Northerly right of way line, through a central angle of 25'4397"for an arc distance of 763.63 feet; thence departing sold curve, run North 88'4506"West along said Northerly right of way line, for a dtston"a f 20.58 feet to a point on the West line of the Northwest X of said Section 4; thence departing said Northerly riht of way line, run North 02'3249"East for a distance of 1057.99 feel 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 14 of Section 32, for Township 21 South, Range 28 East, a distance of 1299.85 feet to p point an the East pavement lin. of Ingram Road, said point also being a point on a non—tangent curve, concave Easterly, having a radius of 270.73 feet, a chard bearing of North 11'27D1"West and .hard distance of 154.28 feet; thence run Northerly along the arc of said curve, and sold East pavement line, through a central angle of 33.06'32'for an arc 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 00.1938"East, along sold Eastpavement 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 00'12'46"West, along said East pavem ant line, for a distance of 92.97 feet; thence run North 01.1494"East, along said East pavement line, for a distance of 93.06 feet; thence ran North 00'0333"Wast, .tang said East pavement line, far a distance of 101.58 feet; thence run North 00'33D7"East long said East pavement line for a distance of 100.77 feet; thence run North 00'471)4°East t 9 clan said East avement line for a distance of 99.45 feet; thence run North 00}65T West elan said East Pavement line, for a distance of 102.40 feet; 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 9 of the Southeast X of said Section 32; thence departing said East pavement line, run South 88'0127'Easl, along sold South Ilne, for a distance of 18.77 feet to a paint on the Easterly right of way line of Ingram Road, as recorded 'n Official Records Book 3617, Page 1681 of the Public Records of Orange County, Florida; thence departing said South line, run North 00'11"25 -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 X of the Southeast 9 of said Section 32; thence departing the Easterly right of way line. run North 89'2948"East, along the said North line, for a distance of 1287.29 feet to the East 9 comer of sold Section 32, also being the West % corner of Section 33, Township 21 South, Range 28 East; thence run South 89'1733"East, along the North line of the Southwest 9 of sold Section 33, for a distance of 2668.18 feet to the Northeast corner of the Southwest k of said Section 33; thence departing said North line, run South 00'04'48"West, along the East line of the Southwest X of said Section 33, for a distance of 1408.86 feet to a point on the North line of the Southeast % of the Southwest X of said Section 33; thence so departing old East line, run North 89'S210'West, along the North line of the Southeast !4 of the Southwest 9 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 Records 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 a point on the Southline of the Southeast k of the Southwest !4 of said Section 33; thence departing said West right of way line, run North 89'3254"East, along sold South line, for a distance of 24.63 feet to the POINT OF BEGINNING. Containing 309.38 acres, A R PHASE 3B City of Ocoee, Florida PRELIMINARY/FINAL SUBDIVISION PLANS AgalicantA Geotechnical Enaineer 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 CONTACT: GUY RABENS EMAIL: MAX.PERLMAN@CALATL.COM EMAIL: GRABENS@UNIVERSALENGINEERING.COM Civil Enaineer /Environmental Attornev0 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: R. TRAVIS RENTZ CONTACT: BOBBY M. JOHNSON, P.E. EMAIL: TRENTZ@GDB-LAW.COM EMAIL: RJOHNSON@DEWBERRY.COM W Q Survev-Togoaraphic 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 EMAIL: JIM@ALLEN-COMPANY.COM EMAIL: DANNY@BIO-TECHCONSULTING.COM Submittal MARCH 2017 Parcel ID. Number 04-22-28-0000-00-001 Sou�GyTol: ka , �n 1. "=Tei 5 t7r4r,t u..•n ret b - 4 vol ^ p IciLlhfs i k cnn�.,Pav+ t„ , �; 4 SITE .OS) 7 k, Ful' Cwt a04tt rttl l.:i (} H4k5 '1 L,_ mmu 4 3� Ut 4 I'. U JL'.,rst Q J3 x N+ � Sfixr Star id 1 `5 i� 6r id OPP SITE 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. 1. Dewberry° Dewberry EnglneersInc. 800 NORTH NIAGNOLIAAVE SURE 1000 ORLANDO, FL 32803 PHO NE: 401.843.5120 ENGINEERING BUSINESS -8143 Qm0 �- W W z cn o W Q 0 0 v SEAL ern ra $g +Li REVISIONS 1 1 1 6-14.17 1 TFS I REV PER COMMENTS I PROJECT# 50083160 DRAWN BY TES APPROVED BY RMJ CHECKED BY RAM DATE MARCH 2017 DATUM NOVO 29 TITLE COVER SHEET PROJECT: J:WRDN41FbartPhase 3B SHEET NO. C 0 1 C 0 C B A GENERAL 18. THE CONTRACTOR SHALL PROTECT AND KEEP OWNER (INCLUDING THEIR AGENTS AND EMPLOYEES) FREE AND HARMLESS FROM ANY O C O OTHERWISE. LOS G COS S ATTORNEYS FEES AND L LIABILITY, PUBLIC OR PRIVATE, PENALTIES CONTRACTUALRSES, UPAA E5, COSTS, Ry AL EY,P NIRA RESULTING EXPENSES, CAUSES OF ACTION, CLAIMS OR JUDGMENTS RESULTING FROM THE FEDERAL OCCUPATIONAL HEALTH AND SAFETY ACT OF 5. ALL PROPOSED PAVING SURFACES IN INTERSECTIONS AND ADJACENT EXISTING SECTIONS SHALL BE GRADED TO DRAIN POSITIVELY IN O ARROWS E S D O PROVIDE A SMOOTHLY TRANSITIONED THE DIRECTION SHOWN BY THE PROPOSED GRADES AND FLOW ARR W ON PIAN AN T PR VI DRIVING SURFACE FOR VEHICLES WITH NO SHARP BREAKS IN GRADE, AND NO UNUSUALLY STEEP OR REVERSE CROSS SLOPES. 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& 1970 AS AMENDED OR ANY RULE OR REGULATION PROMULGATED THEREUNDER OR OF ANY STATE LAWS OR REGULATIONS PERTAINING APPROACHES TO INTERSECTIONS AND ENTRANCE AND EXIT GRADES TO INTERSECTIONS MAY REQUIRE MINOR LOCAL FIELD STANDARDS: TO JOB SAFETY AND HEALTH ARISING OUT OF OR IN ANYWAY CONNECTED WITH THE PERFORMANCE OF WORK OR WORK TO BE ADJUSTMENTS SHOULD ACTUAL CONDITIONS VARY FROM THE SURVEYED INFORMATION THE DESIGN WAS BASED UPON IN ORDER TO CTAN OCOEE ITY PERFORMED UNDER THIS CONTRACT, AND CONTRACTOR SHALL INDEMNIFY OWNER FROM ANY SUCH CLAIMS, PENALTIES, SURSOR ACCOMPLISH THE INTENT OF THE PLANS. INADDITION, THE STANDARD CROWN WILL HAVE TO BE CHANGED IN ORDER TO DRAIN ORANGE COUNTY UTILITIES ACTION S, PUBLIC OR PRIVATE, ADMINISTRATIVE OR JUDICIAL, INCLUDING ATTORNEY'S FEES PALO OR INCURRED BY OR ON BEHALF OF POSITIVELY IN THE AREA OF INTERSECTIONS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ACCOMPLISH THE ABOVE AND CONSULT THE INSTRUCTIONS ST JOHNS RIVER WATER MANAGEMENT DISTRICT (SJRWMD) OWNER, JOINTLY OR SEVERALLY, ANDIOR THEIR AGENTS AND EMPLOYEES- THE CONTRACTOR FURTHER AGREES, IN THE EVENT OF A ENGINEER AS NEEDED TO MAKE ANY AND ALL REQUIRED INTERPRETATIONS OF THE PLANS OR GIVE SUPPLEMENTARY FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION(FDEP) CLAIMED VIOLATION OF ANY FEDERAL OR STATE SAFETY AND HEALTH LAW OR REGULATION ARISING OUT OF OR IN ANY WAY CONNECTED SHOULD THE INTENT OF THE PLANS BE UNCLEAR. FLORIDA DEPARTMENT OF TRANSPORTATION FDOT) BY �.elEFARTMEN OFJUSTICE WITH THE PERFORMANCE OF WORK OR WORK TO BE PERFORMED UNDER THIS CONTRACT, OWNER MAY IMMEDIATELY TAKE WHATEVER ACTION IS DEEMED NECESSARY BY OWNER TO REMEDY THE CLAIMED VIOLATION. ANY AND ALL COSTS OR EXPENSES PAID OR INCURRED D SPECIFICATIONS OF THE LOCAL AGENCY S HAVING 6. CONSTRUCTION OF ROADWAYS SHALL MEET THE MINIMUM STANDARDSANf ) AMERICANSWITH DISABILITIESACT(ADA "MANUAL ON UNIFORM TRAFFIC CONTRO� OEVICES"(MUTCD)PUBLISHED BY THE U.S.DEPARTMENi OF TRANSPORTATION,FEDERAL BY OWNER IN TAKING SUCH ACTION SHALL BE BORNE BY CONTRACTOR AND CONTRACTOR AGREES TO PROTECT, HOLD HARMLESS AND JURISDICTION AND THE MINIMUM SUGGESTED SECTIONS AS OUTLINED IN THE SOILS REPORTS RECOMMENDATIONS, UNLESS HIGHWAY ADMINISTRATION INDEMNIFY OWNER AGAINST ANY AND ALL SUCH COSTS OR EXPENSES. OTHERWISE NOTED, 1A. THECITY OF OCOEE ENGINEERING STANDARDS MANUAL SHALL GOVERN EXCEPT FOR THE ORANGE COUNTY UTILITIES STANDARDS FOR 19. THE CONTRACTOR SHALL TAKE ALL REASONABLE PRECAUTIONS FOR THE SAFETY OF, AND SHALL PROVIDE ALL REASONABLE 7. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ANY EXCESS CUTS OR SUPPLYING FILL AS NECESSARY TO GRADE THE SITE TO THE WATER AND SANITARY SEWER DESIGN AND CONSTRUCTION. PROTECTION TO PREVENT DAMAGE, INJURY OR LOSS TO: PROPOSED ELEVATIONS AS DESIGNED WITHIN THE CONSTRUCTION DOCUMENTS. 2. ALL CONSTRUCTION IS TO BE GOVERNED BY ALL APPLICABLE FEDERAL, STATE AND LOCAL LAWS, ORDINANCES, BUILDING AND SAFETY A. ALL EMPLOYEES ON THE WORK SITE AND ALL OTHER PERSONS WHO MAYBE AFFECTED THEREBY; 8. IF LIMESTONE BEDROCK IS ENCOUNTERED DURING EXCAVATION OF THE RETENTION BASINS OR A SINKHOLE OR SOLUTION CAVITY CODES. FORMS DURING CONSTRUCTION, EXCAVATION OF THE BASIN MUST BE HALTED IMMEDIATELY, THE OWNER, ENGINEER, AND WATER 3. IN THE EVENT THAT ANY STANDARDS OR SPECIFICATIONS AS DESCRIBED HEREIN ARE IN CONFLICT WITH EACH OTHER, OR THAT SHOWN IN 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 MANAGEMENT DISTRICT MUST BE NOTIFIED, AND REMEDIAL ACTION WILL BE REQUIRED. THE PERMITEE MUST INSPECT ALL PERMITTED SURFACE WATER MANAGEMENT BASINS MONTHLY FOR THE OCCURRENCE OF SINKHOLES AND DOCUMENT THESE INSPECTIONS ON THE PLANS, THE MORE STRINGENT CRITERIA WILL APPLY. CONTRACTOR SHALL NOTIFY THE ENGINEER OF RECORD IMMEDIATELY AND IN WATER MANAGEMENT DISTRICT CONDITION COMPLIANCE FORM NUMBER EN-33.JTWO COPIES OF THE COMPLETED FORMS MUST BE WRITING SHOULD THE MORE STRINGENT CRITERIA BE UNCLEAR, FOR ENGINEER'S INTERPRETATION OF THE MORE STRINGENT CRITERIA C. OTHER PROPERTY AT THE SITE OR ADJACENT THERETO, INCLUDING TREES, SHRUBS, LAWNS WALKS, PAVEMENTS, ROADWAY, G DISTRICT D SEM TO THE WATER MANAGEMENT DI TRI TAN THE LOCAL AGENCY RAVING URISDICTION ANNUALLY BY MAY 31ST. Of EACH YEAR TO BE USED. STRUCTURES AND UTILITIES NOT DESIGNATED FOR DEMOLITION IN THE COURSE OF CONSTRUCTION. THE PERMITEE MUST REPORT ANY SINKHOLE THAT DEVELOPS WITHIN THE SURFACE WATER MANAGEMENT SYSTEM. THE PERMrrEE MUST NOTIFY THE WATER MANAGEMENT DISTRICT AND LOCAL AGENCY HAVING JURISDICTION OF ANY SINKHOLE DEVELOPMENT IN THE 4. THESE PLANS WERE BASED ON THE BOUNDARY AND TOPOGRAPHIC SURVEY BY ALLEN& COMPANY AND GEOTECHNICAL REPORT 20. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE SAFETY CODES AND WITH ALL APPLICABLE LAWS, ORDINANCES, RULES, SURFACE WATER MANAGEMENT SYSTEM WITHIN 48 HOURS OF ITS DISCOVERY AND COMPLETE SINKHOLE REPAIR WITHIN IO DAYS OF PROVIDED BY UNIVERSAL ENGINEERING SCIENCES, REGULATIONS AND LAWFUL ORDERS OFANY PUBLIC, QUASI PUBLIC OR OTHER AUTHORITY HAVING JURISDICTION FOR THE SAFETY OF SUCH DISCOVERY USING A DISTRICTAPPROVED METHODOLOGY. S. ALL ELEVATIONS SHOWN ON THESE DRAWINGS REFER TO NATIONAL GEODETIC VERTICAL DATUM (NGVD 29). PERSONS OR PROPERTY OR FOR THEIR PROTECTION AGAINST DAMAGE, INJURY OR LOSS, OR DESIGNED TO PROTECTTHE ENVIRONMENT. THECONTRACTOR SHALL ERECT AND MAINTAIN, AS REQUIRED BY EXISTING CONDITIONS AND PROGRESS OF THE WORK 9. AFTER THE ROADWAY HAS BEEN CONSTRUCTED TO SUBGRADE, IT SHALL BE PROOF -ROLLED TO ASSURE THAT PROPER COMPACTION 6. THESE PLANS WERE BASED ON THE GEOTECHNICAL REPORTIS) UNIVERSAL ENGINEERING SCIENCES, INC. PROJECT NO. 0130.1600346,00001 ALL REASONABLE SAFEGUARDS FOR SAFETY AND PROTECTION, INCLUDING POSTING DANGER SIGNS AND OTHER WARNINGS AGAINST HAZARDS, PROMULGATING SAFETY REGULATIONS AND NOTIFYING OWNERS AND USERS OF ADJACENT UTILITIES OF THE EXISTENCE OF ANDO HAS BEEN ATTAINED. THE PROOF -ROLLING AN P ERA TIONS SHALL BE INSPECTED AND TESTED BY A FLORIDA LICENSED GEOTECHNICAL ENGINEER TO ASSURE THAT THE SPECIFIED COMPACTION IS MAINTAINED AND ALL DELETERIOUS MATERIALS HAVE BEEN ARAVIND V. RANGASWAMY, M.S., REJ FL. REG. NO. 656771 UNIVERSAL ENGINEERING SCIENCES, INCL 3532 MAGGIE BOULEVARD, ORLANDO, HAZARDS AND OF THE SAFETY REGULATIONS. REMOVED, FLORIDA 328111 PHONE: (407)423-05041 FAX:(407)423-3106. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ACQUIRE A COPY OF THE ENGIPECIE CONDITIONS AS DESCRIBED IN THE REPORT 5 ARIZE THEMSELVES WFICALLY()' REPORT(S)FROM TALLITH 21. ALL DAMAGE LOSS TO ANY PROPERTY REFERRED TO IN HEREIN CAUSED IN WHOLE OR PART CONTRACTOR, 10. THE CONTRACTOR SHALL INSURE THAT MINIMUM SOIL DENSITY OF 9865 COMPACTION IS ACHIEVED UNLESS OTHERWISE NOTED FOR RECOMMENDATIONS AD INTH ON IT IS THE AND COMPLYLRECOMMENDOBTAIN h1ADEI SUBCONTRACTOR, OR BY ANYONE FOR WHOSE ACTS ANY OF THEM MAY BE LIABLE, SHALL BE REMEDIED BY THE CONTRACTOR,EXCEPT DAMAGE OR LOSS PROPERLY ATTRIBUTABLE SOLELY TO THE ACTS OR OMISSIONS OF THE OWNER, OR THE ENGINEER OR ANYONE PLACEMENT OF ALL HEADWALL/ENDWALL FOOTINGS, RETAININGWALLFOOTINGS, ANDINGENERAL, ANY FOOTING SUPPORT DESCRIBED ON THESE PLANS. IT WILL ALSO BE THE RESPONSIBILITY OF THE CONTRACTOR TO INSURE THAT SUFFICIENT GEOTECHNICAL THE OWERES ALL SUPPLERIENTAL REPORTS FOR7H15 PROJECT FROMTHEOWNERANDTO ALL SUPPLEMENTAL THIS PROJECT CONTRACTORS (LIRE TOTS' RECOMMENDATIONS. FOLLOWTHESUPPLEMENTALREPORTS' RECOMMENDATIONS. FOLLOWTH EMPLOYED BY THEM, OR FOR WHOSE ACTS ANY OF THEM MAY BE LIABLE, AND NOT PROPERLY ATTRIBUTABLE IN WHOLE ORIN PART, TO THE FAULT OR NEGLIGENCE OF THE CONTRACTOR. TESTINGANDDESIGNHASBEENPERFORMEDPRIORTOCONSTRUCTION- 7. GEOTECHNICAL RECOMMENDATIONS OR RECOMMENDATIONS AS PROVIDED IN SUPPLEMENTAL REPORTS BY OTHERS ARE NOT THE 11. BLUE REFLECTIVE PAVEMENT MARKERS SHALL BE PLACED IN THE CENTER OF THE DRIVING LANE OPPOSITE EACH FIRE HYDRANT, TEION REFERENCED GEOTECHNICAL REPO RTS INTHE PORTED TO RESPONSIBILITY OFDEWBERRYBET INC., INFHAS ORMATION CONTAINEDIN THE SHA LBE E NS.ANYWNERCONFLICTMBETWELY INF CONTAINED IN 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 12. STORM PIPE LENGTHS SHOWN ON THE PLANS INCLUDE MITERED END SECTIONS. IF THE CONTRACTOR ELECTS TO USE AN APPROVED ASSUMEREPORI(S)ANOTHTSIBILPLANS IN WRION NGINETHE E ANDNES OWNER IMMEDIATELY AND IN WRITING. DEWBERRY INC. ASSUMES I RESPONSIBILITY CORRECTNESS, ENGINEER ELEMENTS OR FROM ANY OTHER CAUSE WHETHER ARISING FROM THE EXECUTION OR NON -EXECUTION OF THE WORK. THE ALTERNATE, THE PIPE LENGTHS MUST BE ADJUSTED. IN THE RCORRECTNESS, ERESULTS OFA SOILS COMPLETENESS, UARASPECIFICATIONSEOFTHE SURVEY, THECONTRACTORBRALLNOTASSUME THE INFORMATIONISA GUAR AN TEES THE DEPTH,EXTENTORCHARACTEROF CURVEY, THE CONRACTOR$HALLACY 0 THEREPMETH.WHENMATION THE IS AND/ORAGUARANTEE CONTRACTOR SHALL REBUILD, REPAIR, RESTORE AND MAKE GOODALL 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. 13. INLET OFFSETS ARE TO THE CENTERLINES SHOWN ON F.D.O.T. DESIGN STANDARDS INDEXES. MATERIAL PRESENT. IT ISTHE RESPONSIBILIN OF THE CONTRACTOR TO MAKE NECESSARY EXAMINATION OF THE SITE AND OFANIY MATERIAL SOURCES INDICATED ON THE PIANS TO BE INFORMED OF THE CONDITIONS UNDER WHICH CONSTRUCTION IS TO OCCUR. 23, THE CONTRACTOR SHALL BE RESPONSIBLE FOR MEETING ALL INSPECTION CRITERIA AND SCHEDULES, AND SIGNING FOR SAID 14. THE CONTRACTOR IS RESPONSIBLE FOR PAVING ALL ROADWAYS TO DRAIN PDSRIVELY.INTERSECTIONS SHALL BE TRANSITIONED TO B. THECONTRACTOR SHALL OBTAIN FROM THE OWNER COPIES OF PERMITS FOR ALL AGENCIES HAVING JURISDICTION, SUCH AS INSPECTIONS. 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 TRAT A SOLUTION OR RECOMNIENDAT10N FOR CORRECTION MAYBE GOVERNMENTAL, REGULATORY OR LOCAL ENTRIES. THE CONTRACTOR SHALL BE EXPECTED TO REVIEW AND ABIDE BYALLTHETERMS, 24. THE CONTRACTOR SHALL CONTROL AND BE RESPONSIBLE FOR THEIR OPERATIONS AND THOSE OF THEIRSUBCONTRACTORS AND ALL MADE. 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. 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 15. ALL REIN FORCED CONCRETE PIPE(RC.P.) SHALL BE MINIMUM CLASS III, UNLESS OTHERWISE APPROVED OR NOTED ON THE PLANS OR TRAVELING PUBLIC. UNDER ALL CIRCUMSTANCES, SAFETY SHALL BE THE MOST IMPORTANT CONSICERATION. SPECIFICATIONS. 9. THE STANDARDS AND SPECIFICATIONS AS LISTED HEREIN, THE GEOTECHNICAL REPORT(S), BOUNDARY AND TOPOGRAPHIC SUN"), ANO REQUIRED PERMITS ARE HEREBY INCORPORATED ALONG WRHTHE PLWS BY DEWBERRY INC. AS THE COPMPLETE'SRECML 25. THE CONTRACTORSFIALL FAIAILIARIZE HIMSELFWRH THEPOLICIESANO GUIDELINES ESTABLISHED BY ALL AGENCIES HAVING 18. ALL STORMWATER PIPE JOINTS SHALL BE WRAPPED WITH FILTER FABRIC. CONSTRUCTION DOCUMENTS: JURISDICTION FOR THEPRESERVAiION 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, 10. IF ITEMS APPEARING TO BE HISTORICAL OR ARCHEOLOGICAL ARTIFACTS ARE DISCOVEREDAT ANY TIME DURING CONSTRUCT OR NEGLECT, OR MISCONDUCT IN THEIR MANNER OR METHOD OF EXECUTING THE WORK, OR AT ANYTIME DUE TO DEFECTIVE WORK OR OF WITHIN THE PROJECT LIMES,IMMEDIATE NOTIFICATION SHALL BE PROVIDED TO THEOWNER,7HE ENGINEER, ANO THE BUREAU OF MATERIALS. PUBLIC RIGHTS-OF-WAY HISTORICAL PRESERVATION, DIVISION OF HISTORICAL RESOURCES RA. GRAY BUILDING,500 S. BRONOUGH ST. TALLAHASSEE, 26. THE CONTRACTOR SHALL NOT EXCAVATE, REMOVE, OR OTHERWISE DISTURB ANY MATERIAL,STRUCTURE OR PART OF A STRUCTURE 1 CONTRACTORALL MTH THE RESPECTIVE DITION, AL AANY THIN IANDITHE IIC 32399-0250- WHICH IS LOCATED OUTSIDE THE LINES, GRADES OR GRACING SECTIONS ESTABLISHED FOR THIS PROJECT, EXCEPT WHERE SUCH 11. THIS IS TO CERTIFY THAT THE ROADWAY CONSTRUCTION PLANS AND SPECIFICATIONS AS CONTAINED HEREIN WERE DESIGNED TO EXCAVATION OR REMOVAL IS PROVIDED FOR IN THE CONTRACT, PLANS OR SPECIFICATIONS- F PUBLRK WNCYOSRK WR N A COITY OR CO NON) DIRECTOR ORDINATE URISDICT ON WORKS JURISDICTION'S ENGIINEER. IN ADY APPLICABLESTANDAR0 ASSET FORTH IN THE"MANUAL OF UNIFORM MINIMUM STANDARDS FOR DESIGN, CONSTRUCTION AND STATE ROADR GHT-0F-WAY MUST BE APPROVED AND COORDINATED WITH THE FOOT THROUGH THE LOCAL MAINTENANCE OFFICE FOR MAINTENANCE PREPARED BY FLORIDA DEPARTMENT OFTIWJSPORTATION ANO THE CRY OF OCOEE 27. THECONTRACTORSHOULD VERIFY THEQUANRTIES AND LENGTHS OF MATERIALS SHOWN ON THE PLANS. ANY DISCREPANCY BETWEEN EACH DISTRICT. MANOHIGHWAYS"AS ENGINEERING STANDARDS MANUAL. STANDARDS 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. 2. PRIOR TO PERFORMING ANY WORK WITHIN ANY PUBLIC OR UTILITY RIGHT -0F -WAY, CONTRACTOR SHALL OBTAIN AUTHORIZATION AND 12. TRENCHES MUST BE CONSTRUCTED IN COMPLIANCE WITH THE TRENCH SAFETY ACT. 28, ANY DISCREPANCY BETWEEN THE DIMENSIONS AND MEASUREMENTS SHOWN ON THE PLANS AND THE ACTUAL FIELD CONDITIONS SHALL PERMIT FROM ALL JURISDICTIONS RESPONSIBLE FOR SUCH RIGHT -0F -WAY. 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. 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 E OUTLINED IN THE "MANUA ON UNIFORM TRAFFIC CONTROL DEVICES" PUBLISHED BY THE U.S. DEPARTMENT MI TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION UNIFORMP BLISHE TION DESIGN STANDARDS. FLORIDA DEPARTMENT DOF EVICES' 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 UTILITIES WORK I ITII ITY PROVIDFRC• 2. THE LOCATION OF EXISTING UTILITY SERVICES; FACILITIES, AND STRUCTURAL FEATURES SHOWN ON THESE PLANS RAVE BEEN DETERMINED FROM THE BEST INFORMATION AND ARE PROVIDED FOR THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER DOES WATER: ORANGE COUNTY UTILITIES NOT GUARANTEE THE ACCURACY OR THE COMPLETENESS OF THE LOCATION INFORMATION PROVIDED. ANY INACCURACY OR OMISSION SANITARY SEWER: - ORANGE COUNTY UTLIT ES IN SUCH INFORMATION SHALL NOT RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITY TO PROTECT THE EXISTING FEATURES FROM RECLAIMED WATER: -CITY OF OCOEE DAMAGE OR UNSCHEDULED INTERRUPTION OF SERVICE. SHOULD A DISCREPANCY ARISE BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS, WHICHWOULD APPRECIABLY AFFECTTHE EXECUTION OF THESE PLANS, THE CONTRACTOR SHALL STOP ALL ELECTRIC: DUKE ENERGY FIRE RESCUE: CITY OF OCOEE CONSTRUCTION AND NOTIFY THE ENGINEER IMMEDIATELY. 3. THE CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS AND PERMIT CONDITIONS 1. THE EXISTING UTILITIES SHOWN ARE APPROXIMATE. THE CONTRACTOR SHALL FIELD LOCATE ALL EXISTING UTILITIES AS TO SIZE, BEARING ON THE CONDUCTOF THE WORK, AS DRAWN AND SPECIFIED. IF THE CONTRACTOR OBSERVES THATTHE DRAWINGS AND LOCATION, ANDELEVATION. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY AND ALL CONFLICTS PRIOR TO BEGINNING 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. CONSTRUCTION. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND VERIFYING SIZE, TYPE, LOCATION, AND ELEVATION OF ALL EXISTING 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 CONSTRUCTION AND NOTIFYING THE INVOLVEDIVIT RYPROVIDERSID MAKE ANYNECESSARYARRANGEMENTS FOR RELOCATION, DISRUPTION OF SERVICE, CLARIFICATION REGARDING SAID UTILITY. THE CONTRACTOR SHALL USE RELOCATION, DISRUPTION BETTER CONDITION. UOF TILITY. WHET ME CAUTION WHEN CROSSING AN UNDERGROUND UTILITY, WHETHER SHOWN ON THERE PLANS OR FIELD LOCATED. THE N 5. THE CONTRACTOR SHALL BE RESPONSIBLE TO THE OWNER AND THE ENGINEER FOR THE ACTS AND OMISSIONS OF CONTRACTOR'S RESPECTIVE UTILITY PROVIDERS SHALL RELOCATE UTILITIES THAT INTERFERE WITH THE PROPOSED CONSTRUCTION AND THE RESP CONTRACTOR SHALL COOPERATE WITH THE UTILITY PROVIDERS DURING RELOCATION OPERATIONS. ANY DELAY OR INCONVENIENCE EMPLOYEES AND ALL HIS SUBCONTRACTORS AND THEIR AGENTS AND EMPLOYEES AND OTHER PERSONS PERFORMING ANY OF THE CAUSED BY THE INVOLVED UTILITIES SHALL BE INCIDENTAL TO THE CONTRACT. THE CONTRACTOR SHALL CONFORM TO FLORIDA WORK UNDER A CONTRACT WITH THE CONTRACTOR. STATUTE CHAPTER 556 AND THE SUNSHINE STATE ONE -CALL OF FLORIDA 6. ALL WORK AND FURNISHED MATERIALS SHALL BE IN REASONABLE CONFORMITY WITH THE LINES, GRADES, GRADING SECTIONS, CROSS 3. CONTRACTOR SHALL NOTIFY ALL UTILITY OWNERS AND THE SUNSHINE UNDERGROUND UTILITIES NOTIFICATION CENTER AT SECTIONS, DIMENSIONS, MATERIAL REQUIREMENTS AND TESTING REQUIREMENTS THAT ARE SPECIFIED IN THE CONTRACT, PLANS, DEMOLITION AND CLEARING 1.800-032.4770 AT LEAST 72 HOURS PRIOR TO START OF WORK. CONTRACTOR IS RESPONSIBLE FOR CONTINUAL MAINTENANCE OF ALL DETAILS OR SPECIFICATIONS. UTILITY LOCATES, FLAGS, MARKING, Er CETERA THROUGH THE ENTIRE DURATION OF CONSTRUCTION. 1. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL CLEARLY DESIGNATE THE LIMITS OF CONSTRUCTION ONSITE. THECONTRACTOR 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING ALL NECESSARY ARRANGEMENTS WITH GOVERNMENTAL DEPARTMENTS, 4, UTILITY SERVICES TO THE PROPOSED BUILDINGS) SHALL TERMINATE 5 FEET OUTSIDE OF THE BUILDING UNLESS OTHERWISE NOTED, PUBLIC UTILITIES, PUBLIC CARRIERS, SERVICE COMPANIES, AND CORPORATIONS OWNING OR CONTROLLING ROADWAYS, RAILWAYS, TELEPHONE, AND TELEGRAPH FACILITIES SUCH AS PAVEMENTS, TRACKS, PIPING, WIRES, CABLES, SHALL NOT PERFORM ANY WORK OUTSIDE THE LIMITS OF CONSTRUCTION. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL REVIEW BUILDING ARCHITECTURAL AND PLUMBING PLANS TO VERIFY PROPER WATER, SEWER, GAS, ELECTRICAL, CONDUITS, POLES, GUYS, OR OTHER SIMILAR FACILITIES, INCLUDING INCIDENTAL STRUCTURES CONNECTED THEREWITH THAT ARE 2. THE CONTRACTOR SHALL BE EXTREMELY CAUTIOUS WHEN WORKING NEAR TREES THAT ARE TO BE SAVED, WHETHER SHOWN IN THE CONTINUATION OF THE PROPOSED UTILITIES FOR LOCATION, ALIGNMENT AND ELEVATION(S) FOR EACH SERVICE TO THE BUILDING(S). SHOULD UTILITY SERVICE LATERALS SHOWN ON THE SITE CIVIL CONSTRUCTION PLANS NOT CORRESPOND WITH BUILDING ENCOUNTERED IN THE WORK IN ORDER THAT SUCH ITEMS MAYBE PROPERLY SUPPORTED, PROTECTED OR LOCATED. PLANS OR DESIGNATED IN THE FIELD. ARCHITECTURAL OR PLUMBING PLANS THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. 8. PRIOR TO COMMENCING WORK, THE CONTRACTOR SHALL FURNISH, ERECT AND MAINTAIN ALL BARRICADES, LIGHTS, WARNING SIGNS, 3. ALL PRACTICAL AND NECESSARY EFFORT SHALL BE TAKEN DURING CONSTRUCTION TO PREVENT UNNECESSARY TREE REMOVAL. 5. THE POW ER DISTRIBUTION SYSTEM SHALL BE DESIGNED AND INSTALLED BY THE POWER SERVICE PROVIDER. THE CONTRACTOR SHALL AND PAVEMENT MARKINGS FOR HAZARDS AND THE CONTROL OF TRAFFIC THROUGH THE CONSTRUCTION ZONE IN CONFORMITY WITH COORDINATE WITH SAID POWER SERVICE PROVIDER TO INSURE PROPER CONSTRUCTION PHASING IS ACHIEVED, AND TO ALLOW THE THE ALL AGENCIES RAVING JURISDICTION STANDARDS TO EFFECTIVELY PREVENTACCIDENTS AT ALL LOCATIONS WHERE 4. ANY PROPOSED CUT OR FILL MATERIAL TO BE REMOVED OR PLACED WITHIN THE DRIP LINE OF SPECIMEN TREES TO REMAIN. INCLUDING INSTALLATION OF STREET CROSSINGS, SLEEVES, CONDUITS, POLES, TRANSFORMERS, AND OTHER REQUIRED EQUIPMENT. ITISTHE CONSTRUCTION CAUSES AN OBSTRUCTION TO THE NORMAN. FLOW OF TRAFFIC OR CREATES A HAZARD IN ANYWAY TO THE PUBLIC. TRENCHING FOR PROPOSED IMPROVEMENTS SUCH AS UTILITIES, WILL REQUIRE THE ADVANCED PRETREATMENT OF EACH IMPACTED OWNER'S RESPONSIBILITY O ACQUIRE ANY NECESSARY EAS EMENTS AS A RES ULT OF THE POWER SERVICE PROVIDER'S DESIGN AND 9. IN THE EVENT THE CONTRACTOR DISCOVERS ANY ERRORS OR OMISSIONS IN THE PLANS HE SHALL IMMEDIATELY NOTIFY THE OWNER OR OWNER'S AGENT. TREE BY A QUALIFIED ARBORIST OR AT THE DIRECTION OF THE LANDSCAPE ARCHITECT TO MINIMIZE THE POTENTIALLY ADVERSE IMPACTS OF CONSTRUCTION. RESPECTIVE INSTALLATION LOCATIONS. 6. THE TELEPHONE, CABLE N, DATA ANDIOR COMMUNICATION SYSTEMS SHALL BE DESIGNED AND INSTALLED BY THEIR RESPECTIVE 5. TREE PROTECTION BARRICADES OR EQUIVALENT PROTECTIVE MEASURES WILL BE CONSTRUCTED ACCORDING TO THE LOCAL SERVICE PROVIDER. THECONTRACTOR SHALL COORDINATE WITH SAID SERVICE PROVIDER TO INSURE PROPERCONSTRUOTON LEGAL LOADRESTRICTIONS 10. THE CONTRACTOR SHALL COMPLY WITH ALL LEGAL LOAD RESTRICTIONS IN THE HAULING OF MATERIALS ON PUBLIC ROADS BEYOND WITH ALL THE CONTRACTOR LI LIABILITY FOR ANY DAMAGE THAT MAY BEYOND THE LIMITS CONS A THE WORK. COMPLY WILL JURIDICTION'S CRITERIA FOR TREES TO REMAIN WITHIN THE LIMITS OF CONSTRUCTION. PRA SING IS ACHIEVED, CONFLICT FREE, AND TO ALLOW THE INSTALLATION OF STREET CROSSINGS, SLEEVES, CONDUITS, POLES, AND OTHER REQUIRED EQUIPMENT. RIS THE OWNER'S RESPONSIBILITY TO ACQUIRE ANY NECESSARY EASEMENTS ASA RESULT OF THE FROM THE MOVING OF MATERIALS AND EQUIPMENT. 6. IN AREAS REQUIRING FILL MATERIAL, THE CONTRACTOR SHALL STRIP OR OTHERWISE REMOVE ALL VEGETATION SUCH AS BRUSH, HEAVY SERVICE PROVIDERS' DESIGNS AND RESPECTIVE INSTALLATION LOCATIONS. PR SUCH 11. THE CONTRACTOR SHALL BERESPONSIBLE FOR PROTECTING ALL EXISTING SURVEY MONUMENTATION, SUCHASTHE PRESERVATION 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, 7. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROPERLY COORDINATE THE FINAL DESIGNS AND SUBSEQUENT INSTALLATIONS OF ALL ANENTCONTROLPOINTS, PERMANENTMOBENCTION, OF ALL REFERENCEMONSIBL MONUMENTS, CONTROLCORNERS, OF ALL PERMANENTBEND MARKS,BY OINTSH ENTS,PEMAENTCTION MONONT SHALLBESCARIFIED INA DIRECTION APPROXIMATELY PARALLEL TO THE AXIS OF FILL. THE GEOTECHNICAL ENGINEER SHALL APPROVE SERVICE PROVIDERS' UTILITIES AND THEIR MINIMUM CRITERIA AS SET FORTH THEREIN FOR ITEMS SUCH AS MAINTAINING THE MINIMUM IS LL BE A RIDALICENSEDNERS, AND MAPPER SELECTED BY THE OWNER AT THE CONTRACTOR'S EXPENSE. THE AREA PRIOR TO THE PLACEMENT OF FILL. SEPARATION DISTANCES BETWEEN THE VARIOUS UTILITIES. 8. TRENCHES MUST BE CONSTRUCTED IN COMPLIANCE WITH THE TRENCH SAFETY ACT. UNLESS OTHERWISE NOTED, THE TOP 24 INCHES OF Q PAVING, GRADING He DRAINAGE 12. THE OWNER, OWNER'S REPRESENTATIVES AND INSPECTORS OF APPLICABLE GOVERNMENT AGENCIES HAVING JURISDICTION, SHALL AT TIMES IS IN PREPARATION OR PROGRESS. THECONTRACTOR TO TEIESFORDCHACCESS ROADWAYS SALLBE COMPACTE12- D BE THETIEDED PROCTOR MAHE XIMUM DENSITY. PAAXIMUM ALLUTILITYLOTHE ES UTILITY TO DENSITY; ALL OTHER UTILITY TRENCHES SHALL BE COMPACTED TO 95% OF THE MODIFIED PROCTOR MAXIMUM DENSITY. AND INSPECTIONS.WHENEVER SLHL ALLPROVIDE PROPER 9. THE CONTRACTOR SHALL NOTIFY THE APPLICABLE UTILITIES CONSTRUCTION DEPARTMENT FOR THE CORRESPONDING LOCAL UTILITY 1. THE CONTRACTOR SHALL PERFORM ALL WORK PERTAINING TO DRAINAGE INCLUDING EXCAVATION OF STORMWATER MANAGEMENT 13. IT IS THE CONTRACTOR'S RESPONSIBILITY TO TAKE ALL REASONABLE AND PRUDENT PRECAUTIONS TO INSURE THATALL COMPLETED WORK MATERIALS EQUIPMENT STOREDTO TAKE ALL REARE AFONABLEE AND SECUREDFEN UNAUTHORIZED TO ACCESS TKAT SUCH PROVIDED A MINIMUM OF 48 HOURS PRIOR TO STARTING ANY UTILITIES CONSTRUCTION. PRECAUTIONS MAY INCLUDE INSTALLATION OF SIGNS, FENCES, OR POSTING OF SECURITY GUARDS. PONDS OR EQUIVALENT FACILITIES PRIOR TO THE COMMENCEMENT OF OTHER WORK INCLUDED IN THESE PLANS. 10. PIPE ALIGNMENT, DEFLECTION, AND INTEGRITY TESTING SHALL BE PERFORMED BY THE'LAMPING' METHOD AND UTILIZING VIDEO 14. CONTRACTOR SHALL,ATAI.LTIMES, UTILIZE ALL NORMALLY ACCEPTED AND REASONABLY EXPECTED SAFETY PRACTICES AND COMPLY 2. THE CONTRACTOR SHALL STAKE ALL IMPROVEMENTS USING THE RECORD PLAT. THE CONTRACTOR SHALL VERIFY WITH THE ENGINEER INSPECTION, THE CONTRACTOR SHALL PERFORM INTERNAL VIDEO INSPECTION FOR THE GRAVITY SEWER TO CHECK PIPE ALIGNMENT AND DEFLECTION. WITH ALL FEDERAL, STATE AND LOCAL REGULATIONS, ORDINANCES AND GUIDELINES PERTAINING TO SAFE UTILIZATION OF EQUIPMENT THATTHE PLAT IS CORRECT PRIOR TO ANY CONSTRUCTION. IF A PLAT DOES NOT EXIST, CONTRACTOR IS TO VERIFY USE OF THE SURVEY OR MATERIALS AS PUBLISHED BY MANUFACTURER. 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 11. ALL FIRE HYDRANTS AND APPARATUS MUST COMPLY WITH FFPC SECTION 3-5.6 AND SECTION 3-7.1 WHEN APPLICABLE. 15. ADEQUATE TRAFFIC CONTROL,SIGNAGE, BARRICADES AND FLAGMAN SERVICES SHALL BE FURNISHEDAND MAINTAINED BY THE PRIOR TO THE INSTALLATION OF ANY IMPROVEMENT. ANY DISCREPANCY BETWEEN PLATTED INFORMATION AND THE PLANS SHALL BE TO IMMEDIATELY AND WRITING. 12. MAINTAIN 3' SEPARATION BETWEEN PRESSURE PIPES AND STORM STRUCTURES. CONTRACTORATALL POINTS WHERE CONSTRUCTION EQUIPMENT ENGAGED IN WORK ENTERS ONTO OR CROSSES FUNCTIONING REPORTED THE ENGINEER IN TRAFFIC -CARRYING ROADWAY. 3. PRIOR TO INITIATING ANY EXCAVATION (INCLUDING BUT NOT LIMITED TO TUNNELS, DECHES, STORM WATER PONDS, CANALS, 13. MAXIMUM SPACING OF FIRE HYDRANTS IS 500' IN ACCORDANCE WITH CITY CODE 24.30 (FXLL 16. THOSEPARTS FW RK IN PLACE THATARE SUBJECT TO DAMAGE BECAUSE OF OPERATIONS BEING CARRIED ON ADIACENTTHERETO ARTIFICIAL LAKES)CONTRACTOR SHALL INSTALL FENCES AND TAKE ALL OTHER REASONABLEAND PRUDENT STEPS TO INSURE THAT ACCESS TO EXCAVATION BY UNAUTHORIZED PERSONNEL IS PREVENTED. 14. UNDERGROUND MAIN CONTRACTOR MUST APPLY FORA FIRE PERMIT FOR THE INSTALLATION OR MODIFICATION OF ANY UNDERGROUND SHALL BE COVERED, BOARDED UP OR SUBSTANTIALLY ENCLOSED WITH ADEQUATE PROTECTION BY THE CONTRACTOR AT MAINS SERVING FIRE HYDRANTS O/OR FIRE PROTECTION SYSTEMS PRIOR TO ANY INSTALLATION. IF THE WATER DISTRIBUTION CONTRACTOR'S EXPENSE, PROTECTING WORK COMPLETED. 4. ALL DRAINAGE STRUCTURES ARE TO BE TRAFFIC BEARING UNLESS OTHERWISE NOTED. ALL PRECAST CIRCULAR STRUCTURES SHALL BE SYSTEM AND FIRE HYDRANTS AREE LLOCATED INA RIGHT -0F -WAY OR RECORDED EASEMENT AND OWNED/INBTALLEDIMAIMAINED BY THE 17. THE CONTRACTOR SHALL COMPLY IN EVERY RESPECT WITH THE FEDERAL OCCUPATIONAL HEALTH AND SAFETY ACT OF 1970 AND ALL CONSTRUCTED WITH Ah11NIh1UM 5 -INCH WALL THICKNESS. WATER PURVEYOR, WE WILL ONLY REQUIRE INSTALLATION TO THE WATERSTANDARDS FOR UNDERGROUND COMPONENTS EPURVEYOR'S AND CONNECTIONS. HOWEVER, HYDRANTS MUST BE IN COMPLIANCE WITH HYDRANT SPACING, LOCATION, DISTRIBUTION, COLOR D THE RULES AND REGULATIONS NOW OR HEREAFTER IN EFFECT UNDER SAID ACT, AND THE CONTRACTOR FURTHER AGREES TO COMPLY WITH D REGULATIONS CODING, AND NEEDED FIRE FLOW MINIMUS AS SPECIFIED INC" FIRE CODE, UNDERGROUND MAIN AND FIRE HYDRANT INSTALLATIONS ANY AND STATE LAWS AND REGULATIONS PERTAINING TO JOB AND HEALTH. ON PRIVATE PROPERTY WILL REQUIRE AN FIR PERMIT AND FULL COMPLIANCE WITH NFPA 24. (CIN FIRE CODE, SECTION 24.13(7)(13)]. _P Dewberry" Dewberry Engineers Inc. 600 NORTH MAGNOLIA AVE SUITE 1000 ORLANDO. FL 32603 PH ONE.407.643.5120 ENGINEERING BUSINES-7a4 SEAL K� REVISIONS PROJECT& 50083160 DRAWN BY TFS APPROVED BY RMJ _ CHECKED BY RAM DATE MARCH 2017 DATUM NOVO 29 TITLE GENERAL NOTES PROJECT: J:W2DN41FLnaRPhaw 3B SHEET NO. t CO2 POTABLE WATER 12. NEWORRELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST SIX FEET, AND PRE -CONSTRUCTION PREFERABLY TEN FEET, BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED GRAVITY -OR REPAIR IS NOT MADE IN A TIMELY MANNER, AS DETERMINED BY OCU, OCU MAY PERFORM REQUIRED REPAIRS AND CLEANUP. THE 1. ALL PVC WATERMAINS 2" OR LESS SHALL BE SOR21 (200 PSI) UNLESS OTHERWISE NOTED. PRESSURE-TYPE SANITARY SEWER, WASTEWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62510, FAC. ST 1. CONTRACTOR BHALL ATTENDA MANDATORY PRE -CONSTRUCTION MEETING WITH THE ENGINEER OF RECORD AND APPLICABLE STAFF OF CONTRACTOR 2. WATER MAINS SHALL COMPLY WITH AWWA STANDARDS. ALL PVC PIPE 3 TO 12 INCHES SHALL BE AWWA C900 DR/B; ALLPVCPIPEI4 THE MINIMUM HORIZONTAL SEPARATION DISTANCE BETWEEN WATER MAINS AND GRAVITY -TYPE SANITARY SEWERS SHALL BE REDUCEDLOCAL TOTHREEFEET WHERE THE BOTTOM OF THE WATER MAIN IS LAID AT LEAST SIX INCHES ABOVE THE TOP OF THE SEWER. HOWEVER, IT THE AGENCYSHAT HAVING JURISDICTION (E.G. CITY COUNTY) PRIOR TO ANY DISTURBANCE OF LAND, CLEARING OR DEMOLITION. CONTRACTOR MUST PROVIDE WRITTEN NOTICEOF THE PCE- CONSTRUCTION MEETING'S TIME, DATE AND LOCATION TO THE OWNER AND INCHES AND LARGER SHALL COMPLY WITH AWWAC905 DR25. ALL WATER MAINS SHALL BEAR THE NSF LOGO AND SHALL BE IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE. ENGINEER OF RECORD A MINIMUM OF 48 HOURS PRIOR TO. COLOR -CODED OR MARKED USING BLUE AS A PREDOMINANT COLOR TO DIFFERENTIATE DRINKING WATER FRONT OTHER WATER LINES, NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO TO PROVIDE A HORIZONTAL DISTANCE OFAT LEAST THREE FEET, 2. IFANYTESTING, INSPECTION OR APPROVAL UNDER THIS PARAGRAPH REVEAL DEFECTIVE WORK, CONTRACTOR SHALL NOT BE ALLOWED 3. WHERE DUCTILE IRON PIPE IS REQUIRED FOR WATER MAINS, R SHALL CONFORM TO ANSVAWWA A21.51. AMINIMUM THICKNESS FOR AND PREFERABLY TEN FEET, BETWEEN THE OUTSIDE OF THE WATER MAIN ANDTHE OUTSIDE OF ANY EXISTING OR PROPOSED VACUUM -TYPE SANITARY -SEWER. TO RECEIVE ANY ASSOCIATED COSTS AND THE OWNER SHALL BE ENTITLED TO DEDUCT FROM THE CONTRACT PRICE, BY ISSUING PRESSURE CLASS 350 PER ANSVAWWA SHALL BE SUPPLIED. DIP SIZES UP TO 12 INCHES IN DIAMETER SHALL BE PRESSURE CLASS 350. DIP SIZES 14 INCHES AND LARGER SHALL BE PRESSURE CLASS 250, 13. NEW OR RELOCATED, UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR PROPOSED GRAVITY -OR VACUUM -TYPE SANITARY CHANGEORDER, OWNER'SCOSTS ARISING OUTOF THE DEFECTIVE WORK, INCLUDING COSTS OF REPEATED PROCEDURES, COMPENSATION FOR ENGINEER'S AND DESIGN ENGINEER'S SERVICES AND OTHER RELATED COSTS. 4. ALL WATER MAIN FITTINGS. VALVES, RESTRAINTS, COUPLINGS, PIPE, AND IN GENERAL, THOSE MATERIALS REQUIRED FOR INSTALLING SEWER, SHALL BE LAID 50 THE OUTSIDE OF THE WATER MAIN IS AT LEAST 6INCHES, AND PREFERABLY 12 INCHES, ABOVE ORAT LEAST THEWATER SUPPLY SYSTEM, SHALL COMPLY WITH THE MINIMUM MATERIAL STANDARDS, RATINGS AND CLASSIFICATIONS ESTABLISHED PIPELINES BELOW THE OUTSIDE OF THE OTHER PIPELINE. HOWEVER, RIS PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER BY THE RESPECTNE UTILITY PROVIDER. ALL WATER MAIN FITTINGS SHALL BE DIP FOR ALL 3' THRU 12" PVC AND DIP WATER MAINS PIPELINE. CONFORMINGTO THE REQUIREMENTS OFANSVAWWA C153/A21.53 AND EPDXY COATED EXTERIOR, UNLESS NOTED OTHERWISE. .THESE NEWEWATER OR OR UNDERGROUNDER FORCE MAIN, MAINS CROSSINGANYNG RECLAIMEOR D WATER SHALL BE SURE -TYPE SANITARY SEWER, FITTINGS SHALL INCORPORATE RESTRAINING RINGS, MEGA -LUGS OR OTHER APPROVED EQUIVALENT MECHANICAL DEVICES. WASTEWATEIS R A STAST 12I INCHES ABOVE OR PIPELINE THE OUTSIDE OF RECLAIMEDW PIPELINE. SHALL IT IS EFERAB OUTSIDE OF THE WATER MAIN ABOVE HE THEE IP ABOVE OR BELOW THE OUTSIDE OF THE OTHER PIPELINE. HOWEVER, IT IS PREFERABLE TO LAY THE 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. C104IA21.4, 6. VALVES FOR POTABLE AND RAW WATER MAINS SHALL BE DUCTILE IRON (D.IJ EPDXY COATED GATE VALVES OR BUTTERFLY VALVES. SEE SPECIFICATIONS FOR DETAILS. T. ALL POLYETHYLENE PRESSURE PIPE AND FITTINGS 4INCH AND LARGER SHALL CONFORM TO AWWA STANDARD C906-99 (DR11) PRESSURE CLASS 160 AND ASTM STANDARD D3350, D2B37 PE 3408. 8. ALL POLYETHYLENE PIPES FOR SERVICE TUBING SHALL CONFORM TO AWWA STANDARD C901 (DRS) PRESSURE CLASS 200 AND STANDARD D2737 PE 3408, 9. ALL PIPE AND POLYETHYLENE SERVICE TUBING SHALL BEAR THE NATIONAL SANITATION FOUNDATION (NSF) SEAL OF APPROVAL FOR POTABLE WATER SERVICE. 10. PVC PIPE LESS THAN 2 -INCHES SHALL CONFORM TO ASTM D1785. THREADED PIPE AND FITTINGS SHALL BE SON. 80 AND CONFORM TO ASTM D2464. UNTHREADED PIPE AND FITTINGS SHALL BE SCH. 40 WITH SOLVENT -CEMENTED JOINTS. CEMENTED JOINTS AND FITTINGS SHALL COMPLY WITH ASTM D24N AND D2855. 11. 2-,2.6 AND 3" PVC PIPE SHALL CONFORM TOASTM D2241. PIPE SHALL BE FURNISHED IN 20 -FOOT LENGTHS, SHALL HAVE DIMENSION 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 ANDIOR OTHER DEVICES NECESSARY TO SUCCESSFULLY COMPLETE PRESSURE TESTING OF ALL PRESSURE PIPING SYSTEMS, ANCILLARY TO THE WORK. 14. AUTOMATIC AIR RELASENACUUM AIR RELEASE VALVES FOR UNDERGROUND INSTILLATION SHALL CONFORM WITH 62-555.320(2198)FAC & RSW W 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. PROPER BACKFLOW PREVENTION ASSEMBLIES SHALL BE PROVIDED IN ACCORDANCE WITH RULE 62-555,360, FAC. AND AWWA MANUAL M14, "RECOMMENDED PRACTICE FORBACKFLOW PREVENTION AND CROSS CONNECTION CONTROL" (LATEST EDITIONS) AS INCORPERATED IN RULE 62-555-330 FAC. THE METHOD OF CONNECTION TO THE EXISTING ACTIVE MAIN SHOULD BE CHOSEN TO ENCSURE THAT THE PRESSURE DOES NOT DROP 8ELOW 20PSI OTHERWISE A BOIL WATER NOTICE IS REQUIRED TO BE ISSUED BY THE UTILITY SUPPLYING THE WATER. 14. AT THE UTILITY CROSSINGS DESCRIBED ABOVE, ONE FULL LENGTH OF WATER MAIN PIPE SHALL BE CENTERED ABOVE OR BELOW THE OTHER PIPELINE SO THE WATER MAIN JOINTS WILL BE AS FAR AS POSSIBLE FROM THE OTHER PIPELINE. ALTERNATIVELY, AT SUCH CROSSINGS, THE PIPES SHALL BE ARRANGED $O THAT ALL WATER MAIN JOINTS ARE AT LEAST THREE FEET FROM ALL JOINTS IN VACUUM -TYPE SANITARY SEWERS, OR PIPELINES CONVEYING RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER 62510, FAC., AND AT LEAST SDC FEET FROM ALL JOINTS IN GRAVITY -OR PRESSURE-TYPE SANITARY SEWERS, WASTEWATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62510, FAC. 15. WHERE AUTOMATIC AIR RELIEF VALVES ARE INSTALLED THE ARV WILL BE EXTENDED SUCH THAT THE OPEN END OF THE AIR RELIEF PIPE WILL BE SEPARATED FROM THE GROUND BY AT LEAST ONE FOOT AND WILL BE PROVIDED WITH A SCREENED, DOWNWARD FACING ELBOW. I SANITARY GRAVITY & FORCE MAINS I 1. ALL PVC GRAVITY SANITARY SEWER SHALL BE SDR35, UNLESS OTHERWISE NOTED; AND ALL PVC SANITARY SEWER FORCEUNN 4"THRU 12" SHALL BE C900/DR18, 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 MINUTES 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%. 5. PVC PIPE AND FI TTINGS¢INCHES THROUGH 15 -INCHES SHALL CONFORM TO ASTM D3034, SDR35OR26. 6. PVC PIPE AND FITTINGS I&INCHES THROUGH 27 -INCHES SHALL CONFORM TO ASTM F679 -T7, SDR35, 7. PVC PIPE AND FITTINGS SHALL BE SOLID GREEN IN COLOR. 8. DUCTILEIRON 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 11, OR IN ACCORDANCE WITH ANSVAWWA C15OIA21.50 AND ANSVAW WA C751/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 OFA CERAMIC EPDXY COATING, REFER TO SPECIFICATIONS FOR DETAILS. 11. MATERIAL FOR GRAVITY SEWER PIPE AND FITTINGS SHALL HE AS SHOWN FOR THE FOLLOWING DEPTHS OF EXCAVATION: A 5' TO 12' PVC, ASTM 30341ASTM F679, BOB 35 B. LESS THAN VOR GREATER THAN 12': PVC, ASTM 3034, SDR 26 12. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS ON ALL EQUIPMENT AND MATERIALS FOR APPROVAL BY THE ENGINEER AND SERVICE PROVIDER PRIOR TO PROCUREMENT. 22. CONTRACTOR SHALL COORDINATE WITH AGENCY HAVING JURISDICTION AND WATER SERVICE PROVIDER TO HAVE WATER SAMPLES I 13. PIPE MEASUREMENTS ON THE MAIN TRUNK"SEWER SHALL BE FROM CENTER TO CENTER OF MANHOLES OR CLEANOUTS, UNLESS TAKEN AT LOCATIONS AS SPECIFIED BY THEIR MINIMUM STANDARDS AND AS OUTLINED IN THE FLORIDA DEPARTMENT OF ENVIRONMENTAL OTHERWISE NOTED. THE DAY OF SAMPLE. R IS THE CONTRACTORS TO THE ENGINEER. 23. ALL WATER MAINS SHALL BE HYDROSTATICALLY TESTED AND DISINFECTED IN ACCORDANCE WITH AWWA STANDARDS, LATEST REVISIONS. HYDROSTATIC TESTING FOR PVC MAINS SHALL BE 150 PSI FOR MINIMUM OF 2 HOURS AND MEET AWWA STANDARD C605IM23. DUCTILE IRON MAINS SHALL BE TESTED AT 150 PSI FOR 2 HOURS PER AWWA C600. ALL NEW MAINS SHALL BE DISINFECTED PER AW WA STANDARD C651. BACTERIOLOGICAL TESTS FOR 2 CONSECUTIVE DAYS SHALL BE APPROVED PRIOR TO PLACING SYSTEM INTO SERVICE. 24. ALL WATER MAINS SHALL HAVE AN "EARLY WARNING' PROTECTION TAPE INSTALLED CONTINUOUSLY ALONG THE ENTIRE LENGTH. THE PROTECTION TAPE SHALL BE INSTALLED DURING THE BACKFILLING 6 TO 12 INCHES BELOW FINISH GRADE DIRECTLY OVER THE PIPE AND BE CONTINUOUSLY MARKED WITH'CAUTION -WATER MAIN BURIED BELOW". THE TAPE SHALL HAVE AN EMBEDDED METALLIC DETECTABLE STRIP AND BE BLUE IN COLOR FOR POTABLE WATER. 25. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS ON ALL EQUIPMENT AND MATERIALS FOR APPROVAL TO THE ENGINEER AND WATER SERVICE PROVIDER PRIOR TO PROCUREMENT. WATER LINE CONSTRUCTION NOTES PER FDEP 1. ALL PIPE, PIPE FITTINGS, 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 WITHDRINKING WATER WILL CONFORM TO NSF INTERNATIONAL STANDARD 6I AS ADOPTED IN RULE 62-555.335, FAC., OR OTHER APPLICABLE STANDARDS, REGULATIONS, OR REQUIREMENTS REFERENCED IN PARAGRAPH 62-55.320 (3)(6), FA.C. 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. 14. PIPE MEASUREMENTS FOR SERVICE LATERALS SHALL BE FROM THE MAIN "TRUNK" SEWER TO THE PROPERTY LINE. THEDEPTHOFTHE LATERAL ATTHE PROPERTY LINE SHALL BE MEASURED AND RECORDED ON THE RECORD DRAWINGS. 15, FOR A SCHEDULED INTERRUPTION OF SANITARY SEWER MAIN FLOW, THE CONTRACTOR SHALL PROVIDE TO THE AGENCY WAVING JURISDICTION AND SERVICE PROVIDER FOR REVIEW A WRITTEN SCHEDULE AS TO THE METHOD AND DURATION OF FLOW INTERRUPTION. 16. DURING NORMAL SANITARY SEWER MAIN FLOW INTERRUPTION, THE CONTRACTOR SHALL PROVIDE UNINTERRUPTED BY-PASS FLOW AND SHALL PROVIDE ALL EQUIPMENT NECESSARY TO ACCOMPLISH THE SAME IN THE FORM OF. SUTNOTLIMITEDTO, THEFOLLOWING: POWER, PUMPS, PIPING, APPURTENANT VALVES AND FITTINGS ANDIOR SEPTIC TANKER TRUCK PUMPING, HAULING AND DISPOSAL SERVICES. 17. CONTRACTOR SHALL PAY FOR INSPECTION OF THE GRAVITY SEWER LINE BY A TV CAMERA SYSTEM. AVHS TAPE AND REPORT SHALL BE SUBMITTED TO ENGINEER FOR REVIEW AND APPROVAL PRIOR TO FINAL INSPECTION BY SERVICE PROVIDER'S AUTHORIZED REPRESENTATIVE. HAZARDOUS MATERIALS 2. CONTRACTOR AND ITS SUBCONTRACTORS SHALL USE, HANDLE, TRANSPORT, AND DISPOSE OF ALL HAZARDOUS MATERIALS AS DEFINED HEREIN) IN COMPLIANCE WITH ALL PRESENT FEDERAL, 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. CONTRACTOR 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, RELEASE OR 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. 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 LAA1PING AND VIDEO INSPECTION CONNECTIONSTO EXISTING SYSTEMS STORM DRAINAGE LAMPING INLETTOP POURS (REINFORCING STEEL CHECK) WATERAND FORCE MAIN PRESSURE TESTS BACTERIOLOGICAL SAMPLING BASE OBSERVATION & SOUNDING ASPHALT PLACEMENT PRE -FINAL OBSERVATION FINAL OBSERVATION RECORD DRAWINGS & CERTIFICATION 1. PRI OR TO CONSTRUCTION, THE CONTRACTOR WILL OBTAIN A COPY OF THE MINIMUM REQUIREMENTS FOR AS -BUILT RECORD DRAWING ACCEPTANCE FOR THE AGENCY HAVING JURISDICTION (SUCH AS THE CITY OR COUNTY)ANDIOR 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 CHARTER 61G175, FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027 FLORIDA STAINES. 3. THE CONTRACTOR WILL BE RESPONSIBLE TO PROVIDE SUFFICIENT AS -BUILT INFORMATION TO CONVEY THATTHE CONSTRUCTION HAS BEEN COMPLETED WITHIN ACCEPTABLE TOLERANCES TO THE APPROVED DESIGN AND SHALL INCLUDE BUT IS NOT LIMITED TO THE FOLLOWING: SeNlreav cFuvFa• 1. TOP ELEVATION OF EACH MANHOLE FRAME AND COVER. 2. INVERT OF EACH LINE ENTERING AND LEAVING EACH MANHOLE/STRUCTURE. 3. LENGTH OF EACH RUN OF MAIN BETWEEN MANHOLES (CENTER TO CENTER). 4. ACTUAL GRADE OF PIPE BETWEEN MANHOLES. 5. LOCATEALL SERVICE WYES FROM DOWNSTREAM MANHOLE WITH DEPTH AT LOT LINE AND DISTANCE FROM THE MAIN LINE. 6. LOCATEWITH MEASUREMENTS FROM PERMANENT VISIBLE OBJECTS ALL FITTINGSIACCESSORIES NOTVISIBLE FROM THE SURFACE (MINIMUM TWO POINT TIES). 1. ACTUAL LENGTHB Of PIPE BETWEEN BRANCHES AND VALVES IN THE RUN. 2. LOCATE WITH MEASUREMENTS FROM PERMANENT VISIBLE OBJECTS ALL FITTINGSIACCESSORIES NOT VISIBLE FROM THE SURFACE (MINIMUM TWO POINT TIES). 3. LIST THE DEPTHS OF THE LINES ATALL VALVES, FITTINGS AND FIRE HYDRANTS, nn1FR fuPRnvFMFnnc• BUILDING(S), SIDEWALKS, PAVEMENT, CURB& GUTTER. SUBMIT CERTIFIED DRAWINGS TO THE ENGINEER TWO WEEKS PRIOR TO FIN, INSPECTION OF THE WORK TO BE CERTIFIED. 4. THE ENGINEER STRONGLY RECOMMENDS THAT THE CONTRACTOR KEEP A DAILY"AS-BUILT"SET OF DRAWINGS WHILE THE WORK BEING DONE IS VISIBLE EXPOSED ACCORDING TO THE CRITERIA OUTLINED HEREIN. 5. THE ENGINEER RESERVES THE RIGHT TO REQUIRE THE CONTRACTOR TO UNCOVER, RETEST ANDIOR PERFORM ANY ACTION NECESSARY TO ENSURE THAT THE IMPROVEMENTS HAVE BEEN CONSTRUCTED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 6. FINAL "AS -BUILT DRAWINGS FOR POTABLE WATER SHALL CLEARLY INDICATE COMPLIANCE TO MINIMUM SEPARATION DISTANCES OR REQUIRED PIPE UPGRADES. ALL WATER MAIN AND FORCE MAIN PIPE FITTINGS SHALL BE REFERENCED TO AT LEAST TWO VISIBLE REFERENCE POINTS (SWING TIES) AND THE NEAREST DISTANCE TO THE CENTERLINE OF ROAD. 7. THE CONTRACTOR'S GEOTECHNICAL ENGINEER SHALL CERTIFY ALL SITE, UTILITY, AND ROADWAY COMPACTION AND ALL UNDERDRAIN AND PAVEMENT CONSTRUCTION TO BOWYERSINGLETON & ASSOCIATES, INC. B. ALL PVC WATER MAINS AND PVC FORCE MAINS SHALL BE INSTALLED WITH A SOLID COPPER "LOCATING WIRE" WITH SUFFICIENT GROUNDING POINTS AT MAXIMUM 500 FEET SPACING. 9. AS-BUILTS SHALL BE SUBMITTED TO THE CITY IN THE FOLLOWING FORMATS: A 1HARD COPY B. 1 PDF C. i DIGITAL COPY IN CAD DRAWN IN STATE PLANE COORDINATES. OCU GENERAL NOTES (FEBRUARY 11, 2011 OCU GENERAL NOTES: 1. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN EXCAVATING IN PROXIMITY OF WATER MAINS, WASTEWATER FORCE MAINS, GRAVITY MAINS AND RECLAIMED WATER MAINS. MAIN LOCATIONS SHOWN ON PLANS MAY NOT BE EXACT. THECONTRACTORIS RESPONSIBLE FOR FIELD VERIFYING EXISTING UTILITY LOCATIONS. 2. SHOULD A PIPE EMERGENCY OCCUR, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OCU DISPATCH OPERATOR(407-836-2777) AND THE OCU INSPECTOR. 3. THE CONTRACTOR SHALL NOTIFY THE OCU CONSTRUCTION DIVISION AT LEAST SEVEN DAYS PRIOR TO COMMENCEMENT OF THE CONSTRUCTION PROJECT BY CALLING (407) 254-9798. 4. THE CONTRACTOR SHALL NOTIFY THE OCU CONSTRUCTION DIVISION AT LEAST 48 HOURS PRIORTO ANY UTILITIES CONSTRUCTION BY CALLING (407) 2549798. 5. THE MATERIALS, PRODUCTS, AND CONSTRUCTION OFALL UTILITIES CONNECTING TO THE OCU SYSTEM SHALL BE IN CONFORMANCE WITH THE ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL. 6, ALL OCU MAINS AND FACILITIES WITHIN THE LIMITS OF THE PROJECT SHALL BE SUPPORTED AND PROTECTED AGAINST DAMAGE DURING CONSTRUCTION. UNDERGROUND PIPE.) T. THE CONTRACTOR, AT THE CONTRACTOR'S EXPENSE, SHALL IMMEDIATELY REPAIR ALL DAMAGES TO OCU MAINS AND FACILITIES. IFTHE 4. CONTRACTOR AND ITS SUBCONTRACTORS SHALL, UPON COMPLETION OF PERFORMANCE OF ALL DUTIES UNDER THIS CONTRACT, REPAIR IS NOT MADE IN A TIMELY MANNER, AS DETERMINED BY OCU, OCU MAY PERFORM REQUIRED REPAIRS AND CLEANUP. THE 5. ALL FIRE HYDRANTS THAT 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 UNDER PART III OF 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 CONTRACTOR AND ITS CONTRACTOR WILL BE CHARGED FOR ALL EXPENSES ASSOCIATED WITH THE REPAIR. CHAPTER 62510, FAC., OR VACUUM -TYPE SANITARY SEWER; AT LEAST SIX FEET FROM ANY EXISTING OR PROPOSED GRAVITY -OR SUBCONTRACTORS WITH THE PROVISIONS AS OUTLINED HEREIN. B. THE CONTRACTOR SHALL ADJUSTALL EXISTING OCU MAINS AND FACILITIES IN CONFLICT WITH NEW GRADE, NEW OR ALTERED 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 5. CONTRACTOR AGREES TO INDEMNIFY, DEFEND, PROTECT AND HOLD THE OWNER HARMLESSFROM AND AGAINST ANYCLAIMS ROADWAYS, SIDEWALKS, DRIVEWAYS, OR STORM WATER IMPROVEMENTS. OCU FACILITIES TO BE ADJUSTED INCLUDE, BUT ARE NOT LIMITED TO PIPELINES, PUMP STATIONS, VALVE BOXES, AIR RELEASE VALVES, FIRE HYDRANTS, MANHOLE COVERS, AND METERS. DISPOSAL SYSTEM". INCLUDING, WITHOUT LIMITATION, ACTUAL ATTORNEY'S FEES AND ANY COSTS OF INVESTIGATION, SOILS TESTING, GOVERNMENTAL APPROVALS, REMEDIATION AND CLEANUP ARISING OUT OF ORIN ANYWAY CONNECTED WITH THE FAILURE OF CONTRACTOR OR ITS 9. ONLY OCU SHALL OPERATE OCU WATER, WASTEWATER, AND RECLAIMED WATER VALVES. THE CONTRACTOR SHALL COORDINATE VALVE 6. NEW OR ALTERED 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 SUBCONTRACTORS, ORTHEIRAGENTS, EMPLOYEES, OFFICERS, ORREPRESENTATIVES, TO COMPLY WITH THE TERMS AS DESCRIBED HEREIN. OPERATION WITH THE OCU INSPECTOR. FOR OPERATION OF MAINS NOT OWNED BY OCU, IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE WITH THE APPROPRATEUTILrrY REPRESENTATIVE. .OR AIR RELIEF VALVES INSTALLED UNDER THIS PROJECT WILL NOT BE CONNECTED DIRECTLY TO ANY SANITARY OR STORM SEWER. 6. SHOULD CONTRACTOR OR ITS SUBCONTRACTORS DISCHARGE, RELEASE OR DISPOSE OF ANY HAZARDOUS MATERIAL ON OR ABOUTTHE 10. CONSTRUCTION ACTIVITIES SHALL NOT CAUSE INTERRUPTIONS IN WATER, WASTEWATER, OR RECLAIMED WATER SERVICE. THE 7. NEW OR ALTERED WATER MAINS WILL BE INSTALLED IN ACCORDANCE WITH APPLICABLE AWWA STANDARDS OR IN ACCORDANCE WITH J08 SITE IN VIOLATION OF THIS PARAGRAPH, CONTRACTOR SHALL IMMEDIATELY INFORM THE OWNER IN WRITING. IN THE EVENT OF ANY CONTRACTOR SHALL COORDINATE PRE -APPROVED INTERRUPTIONS OF SERVICE WITH THE OCU INSPECTOR 7 WORKING DAYS IN MANUFACTURERS'RECOMMENDED PROCEDURES. SPILL, RELEASE OR ANY OTHER REPORTABLE OCCURRENCE, CONTRACTOR SHALL NOTIFY THE APPROPRIATE GOVERNMENTAL ADVANCE. 8. A CONTINUOUS AND UNIFORM BEDDING WILL BE PROVIDED IN TRENCHES FOR UNDERGROUND PIPE INSTALLED; BACKFILL MATERIAL WILL AGENCY(S)AND SHALL TAKE SUCH ACTION AS MAY BE NECESSARY TO MINIMIZE THE DELETERIOUS EFFECT OF SUCH SPILL ON PERSONS, PROPERTY OR THE ENVIRONMENT. 11. THE CONTRACTOR SHALL PROVIDE FOR BYPASSING ANDIOR HAULING WASTEWATER DURING APPROVED INTERRUPTIONS OF BE TAMPED IN LAYERS AROUND UNDERGROUND PIPE INSTALLED AND TO A SUFFICIENT HEIGHT ABOVE THE PIPE TO ADEQUATELY WASTEWATER FLOWS AND CONNECTIONS. THE CONTRACTOR SHALL SUBMITA BYPASS PLAN SIGNED AND SEALED BY A PROFESSIONAL SUPPORT AND PROTECT THE PIPE; AND UNSUITABLY SIZED STONES (AS DESCRIBED IN APPLICABLE AWWA STANDARDS OR 7. IN THE EVENT CONTRACTOR OR ITS SUBCONTRACTORS ENCOUNTER ON THE PREMISES ANY PIPELINE UNDERGROUND STORAGETANK ENGINEER TO OCU DEVELOPMENT ENGINEERING FOR APPROVAL PRIOR TO IMPLEMENTATION BY CONTRACTOR. MANUFACTURER'S RECOMMENDED INSTALLATION PROCEDURES) FOUND IN TRENCHES WILL BE REMOVED FORA DEPTH OF AT LEAST SIX OR OTHER CONTAINER, OF ANY KIND, THAT MAY CONTAIN A HAZARDOUS MATERIAL, OR ENCOUNTER MATERIAL REASONABLY BELIEVED INCHES BELOW THE BOTTOM OF UNDERGROUND PIPE. TO BEA HAZARDOUS MATERIAL, CONTRACTOR SHALL IMMEDIATELY STOP WORK IN THE AREA AFFECTED AND REPORT THE CONDITION 12. ALL VALVES INSTALLED AS PART OF THIS CONSTRUCTION PROJECT SHALL REMAIN CLOSED DURING CONSTRUCTION. KEEP VALVES ON TO THE OWNER IN WRITING. ALL WETTAPS CLOSED UNTIL CLEARED BY FDEP. DO NOT CONNECT NEWLY CONSTRUCTED WATER MAINS TO ANY EXISTING WATER 9. ALL WATER MAIN TEES, BENDS, PLUGS, AND HYDRANTS INSTALLED WILL BE PROVIDED WITH RESTRAINED JOINTS TO PREVENT MOVEMENT. B. IF CONTRACTOR OR ITS SUBCONTRACTORS DO NOT COMPLY WITH THE REQUIREMENTS AS OUTLINED HEREIN, OWNER MAY, BUTISNOT MAINS UNLESS CLEARED BY FDEP AND CCU. OBLIGATED TO, GIVE WRITTEN NOTICE OF VIOLATION TO CONTRACTOR. SHOULD CONTRACTOR OR ITS SUBCONTRACTORS FAIL TO 13. THE CONTRACTOR SHALL PROVIDE A JUMPER ASSEMBLY WITH A BACKFLOW PREVENTER FOR MAKING TEMPORARY CONNECTIONS TO AN 10, WATER MAINS THAT ARE CONSTRUCTED OF ASBESTOS -CEMENT OR POLYVINYL CHLORIDE PIPE WILL BE PRESSURE AND LEAKAGE COMPLY WITH THE REQUIREMENTS OF THE PARAGRAPH WITHIN TWENTY-FOUR(24) HOURS FROM THE TIME OWNER ISSUES SUCH EXISTING POTABLE WATER SOURCE IN ORDER TO CHLORINATE AND FLUSH NEW WATER MAINS WITH POTABLE WATER. ANYTEMPORARY 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 LEAKAGETESTED IN ACCORDANCE WITH WRITTEN NOTICE OF NONCOMPLIANCE ORWITHIN THE TIME OF AN ABATEMENT PERIOD SPECIFIED BY ANY GOVERNMENTAL AGENCY, WHICHEVER PERIOD IS SHORTER, CONTRACTOR SHALL BE IN MATERIAL DEFAULT OF THIS CONTRACT. POTABLE WATER CONNECTIONS TO RECLAIMED WATER OR FORCEMAIN SHALLALSO BE EQUIPPED WITH A BACKFLOW PREVENTER. AWWA STANDARD C600 AS INCORPORATED INTO RULE 62-555.330 FAC. 14. FOR PVC PIPE THAT WILL BE OWNED AND MAINTAINED BY OCU, NO PIPE BENDING IS ALLOWED, THE MAXIMUM ALLOWABLE TOLERANCE 9. ALL AR EAS USED FOR FUEL STORAGE SHALL HAVE THE PROPERTY OWNER'S PRIOR APPROVAL AND APPROPRIATE MEASURES SHALL BE FOR JOINT DEFLECTION IS 0.75 DEGREES(34NCHES PER JOINT PER 20 FT STICK OF PIPE.) ALIGNMENT CHANGE SHALL BE MADE ONLY WITH 11. WATER MAINS, 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 TAKEN TO INSURE PROTECTION OF GROUNDWATER AND SOIL RESOURCES. SLEEVES AND FITTINGS. EVALUATED IN ACCORDANCE WITH RULE 62-555.340, FAC. 10. DURING CONSTRUCTION, WHEN COMBUSTIBLES ARE BROUGHTON TO THE SITE, ACCESS ROADS AND A SUITIBLE TEMPORARY OR 15. FOR NON -PVC PIPE THAT WILL BE OWNED AND MAINTAINED BY CCU, LONG RADIUS CURVES, EITHER HORIZONTAL OR VERTICAL, MAY BE x PE ENT SUPPLY OF WATER ACCEPTABLE TO THE FIRE DEPARTMENT SHALL BE PROVIDED AND MAINTAINED CHAPTER 16. NFPA 12009 INSTALLED WTH STANDARD PIPE BY DEFLECTIONS AT THE JOINTS. MAXIMUM DEFLECTIONS AT PIPE JOINTS, FITTINGS AND LAYING RADIUS m EDITION (FFPC 2010 EDITION). FOR THE VARIOUS PIPE LENGTHS SHALL NOT EXCEED 76 PERCENT OFTHE PIPE MANUFACTURER'S RECOMMENDATION. .. Dewberry® Dewberry Engineers Inc. 800 NORTH MAGNOLIA AVE SUITE 1000 ORLANDO, FL 32803 PHONE:407.M3.51W ENGINEERING BUSINESS 43751 LL W WQ �a SEAL REVISIONS PROJECT# 50083160 DRAWN BY TFS APPROVED BY RMJ CHECKEDBY RAM DATE MARCH 2017 DATUM NGVD 29 TITLE GENERAL NOTES PROJECT: J:ARDN41FI..Wh.. 3B SHEET NO. CO3 9 K O ui 0 0 00 F- U CONDITIONS OF APPROVAL FOR ARDEN PARK PUD AS APPROVED BY THE CITY COMMISSION ON FEBRUARY 19,2013,UNDER AGENDA SECTION H.ITEM 180 Arden Park Phase Sub (If gated)shalberesporhsiWe for; 1) Except.. Specifically depicted on this plan, stated In these conditions.(approval meet. P. Intentionally deleted. VII. Until such time as the Improvements contemplated for the Clarke Road RlghWf- 63) The Developer shall construct . 6 feet high brick or other camenhtious wall system 80) The Developer shall design and perMl,at the Developer's expense, eight foot III) wide for. the waiver table, development of this property shall be consistent with the hL Th.Cgyandapplkantagreet..-teanydeedsandlereasementsasneededto Way are completed and accepted by the City, the Developer shag be Solely along: (1) the western perimeter of the property abutting Ingram Read; (2)the southern sidewalks along the west side of Clarke Road north of Clarwna-0amm Road. Tha req ulemena of the City of Ocoee Cade. complete the stent ler system battier, responsible to, the Clarke Road Rightof Way, ndudng, but not limited to, the permater along Carm ut-Ocoee Road; (3) the eastern perleuder along Clarke Road; and forgoing shag be Incorporated into the Preliminary SubdMson Plan and Final 2) The City of Ocoee is Wtrect to the terms, provisions and resell. of Florida Stares, 30) Al existing stnMuresfruchang buildings, power 9nes, existing medal and utility maintenance thereof and the payment of all applicable taxes. (4) Phase l northern and westem perimeter along Clanxma-Ocoee Read. Said wag shag Subdivision Plan for Phase 3 and sha7 be considered pan of the Arden Park Clarke Read chapter 163, enncemingmoretona on the issuance of balding pa ngs under certain facilities) will be removed andlor terminated prior o or during construction of the VIII. Neither the Developer, its successors and assigns, her any other person or entity be within a 10'w,D and landscape tract. A homeowners association shall own and Improvements as defined In Paragraph 4A of the Development Agreement. The circumstances. The City has no lawful authority to exempt any pnvate entity or Itself development .placing Vase uses. shag be angled to my road Impact fee credits or other compensation of any kind maintain the wag and landscaping withn the IV wag and landscape had except that all sidewalks shall be constructed as pan of the ph ase for the portion of Clarke Road from the app8catbn of such state legislation and nothing herein shag be construed as 31) Pursuant toO its-No.2001-18 ah subdivision signage must be consistent with the or, on amount of, or with respect to the required dedication and comeymce of grass and landscaping on the Interior of the wag shag be marained by the adjacent lot adjacent to such sidewalk as set forth on the phasing schedule (See Table t of Sheer 6 of such an exemption. legally assigned name of the subdhlslon. Any subsequent change to the name of the the arks Road Wghlof-Way to the City, or the design, engineering, permttWg, owner -The lime of construction of the brick wag is set forth In Table 1 on Sheet 6. the Land Use Plan). 3) The Project w0 be developed n six(6) phases or as determined by the PSP. subdivision must be approved by the CRYCommission. and construction of Clarke Road, except as set forth below in paragraph 48(x8). 54) Intentionally deleted. 81) In the event of any coned between the provisions of these Conditions of Approval and 4) Waterwdsmarr ervke to Phase l will be provided by the CRyofOsem, Waterand 32) Ah stmmwater management ponds will be unfenced with maximum 51 side Sofres Into LX. Developer shag, at the appropriate time, apply for the vacation of Hobson Road 65) Intentionally deleted. the Development Agreement (Arden Park), it is agreed that the pre Aslons of the sewer service to Phases 2-6 wa be provided by Orange County. RedaMed were, we be the pond except as Provided for by the waiver table. so as to facilitate the development of the Clarke Road Rightof-Way and quit 56) Intentionally deleted. Development Agreement (Arden Park) shag control. provided by the City of Ocoee for the .the Project In a aordanw whhapplicable 33) AB building pad elevations shag exceed the 100.yearftwd elevation by a minimum of claim said nghlo!-way to the CRY of Ocoee after consmrcton of Clarke Road. 57) Short term tentals(rental term less than 6 months) shag be prohibited. This reserction 82) In light of Orange county's ongoing Improvements to Garcon. -Ocoee Road v(hkh call provaons of the City Code and subject to the avalabiity ofmclalmed water. At the lime two(2)feet as established by the dosest water body or the design of the project's storm ). Developer shag, at its sae cost and expense, design, engineer. Nnarlt, and shag be Incorporated Into the dedwation for the Project and shall provide that the for afour lane divided roadway through Arden Park, the City shag not require the of Matting, easements will be placed over the ugly lines and dedicated to the City of water system. construct the entire Clarke Road Right -of -Way extension, except for that tom- provison may be enforced by the City. Developer b construct temporary turn lanes within the Clwcona-Ocoee Road right -of - Ocoee or OrangeCounty, as appropriate. 34) AU decimation.! covenants and restrictions effecting the property shag Include the Ima segment to be designed, angnewed and permitted by Center Lake Properties, 68) Intentionally deleted, way provided, however, that U Orange County has net cemmeneed construction of the 5) Skrmwater management shag be provided comlatentwih the requirements of the Ocoee following provisions: Ltd. (Center Lake Segment) pursuant to that certain First Amendment b 59) Intentionally deleted. section of the CI --O -Road Improvements thmugh the Arden Park property by Land Development Code and the SL Johns River Water Management District unless as I. Previskn Slowing the City ofOcoea the opportunfly to levy, tolled and enter. co Development Agreement by and between the City of Ocoee and Center Lake 60) Intend... By deleted. the Rrsl anniversary of the City's issuance of a Certificate of Completion or the Phase otherwise noted In the waiver table. menta or mat ..- of in. common areas should the homeowners Prupedles, Ltd. Developer will be responsible for the min bursement of design, 61) Intentionally cooled. (Le., Arden park South) Infrastructure, the Developer shag be required to construct said 6) A/ underground utltles shag comply with On inancs N.. 95.17, which requires association fag b do sa or should the homeowners .wed.H. fait to cuffed engineering. and permRting cost of the western two lanes of the Center Lake 62) Intentionally deleted. tan lanes and sidewalks in accordance with approved Mans. pedestal -mounted utility boxes to be placed back oil the street, no more than 5 feel assessments at a level Slowing or adequate maintenance of the common areas. Segment, Including turn lem s. Developer will be responsible or the construction 63) Intentionally deleted. Road Perfect In kdhwance of he County Protect Revision. Upon receipt of an forward of the front building setback line, on all residential lots which are less than 70 IL Provision granting the City of O.st, the right, but nod the obligation, to repair and costs associated with the western two lanes of the Cents, Lake Segment, 64) Intentionally deleted. invoke from he City, he Developer shag reimburse he City for the cost of such Net In width where the lot abuts the sleet righlofway fine, maintain the stomrwater system should the homeowners association fag to do so Including km lanes. The design, "Insedfg and permitting wig be accomplished 65) Meadow Lake, the 100 -year Rood plain adjacent thereto, and a 25 foot buffer upland engin.dng services and shag be enured to a credit against U. Traffic Mitigation 7) I. The eAatng grades on ndNhual lots containing protected trees will be and seek rerbursement from the b. -ams, association, or from the Developer at the same time, bra the constmctlon may be phased In me lane Segments. The tom the 100 -year Rood plain will be conveyed to the City alt he time of prWg, but will Payment for such retnbunenmrL manainedas much as possible b preserve existing protected trees;provided, N(1) turnover ofcontrol of the members has not occurred, of Ill) U the Developer preliminary engineering for Clarke Road shag be Included with the Preiminary be controlled and maintained by the Developer will such time as the City makes passive hmvevar, that mass grading we be permitted In the areas IdengRed on the final Is sdg responsible for the maintenances of the stomwater system. SubdNlslen Plan or Phase 4 and the Mal engineering or Clarke Road shag be Improvements thereon or ommyrse advises the Developer that the City N assuming 78) Afifteen(15) acre parcel has been reserved m he approved Amen Park PUD Land subdivision plan on a per phase basis. For lots containing protected toes which ®. Provision providing that the SWMS will be transferred to a responsible operatloN included In the Final Subdivision Pian for Phase 4. Said plans shag include all centol and maintenance thereof. The City may open such bad to the public anytime Plan for potential acquisition by he School Board of Orange County for an domemary am not subject to mass grading, there we be . grading or other construction on maintenance entity acceptable to the City In the event of dissolution and that if uti9ty extensions and stmenvater requirements at Daveopars expense. ager the City assumes contol thereof. School (the "ScbWSRe7. Nobreldtsgpermits weberssuedfor myphases beyond IntlNhuai lots except as sped8ed in the Mal subdivision Man, wig bulldog dissolution occurs without such approval than the City may conWue to levy and Developer shag construct its share of the Glance Road Right-ef-Way extension as 66) Drainage easements bohman lots we shown for ocatbnal purposes only. Final easement . permits are Issued (w those lots, caged assessments and Impose gens with respect theme, wMiLhstanding the herein described as legays: (a) the section from the Intersection north up to and dimensions (whom) w® be shown oh he Mal subdivision plan and will be sized to meet Sdool Site as R destes to agmre for use as an elemenary, School ,He;(i).1mad Into. II. Removal of existing protected trees will be grated k areas where mass grading Is dLssolWon of the homed .. assodaten. Including the Clarke Road entente, into the Freed strait be constructed with City regatemants: binding contract with Developer for the purchase of al or such portion of the School She permitted, dewing mad rightofway and retention areas ex detailed In the Mal I N. Provision that the homeowners association shall at all times be In good standing Phase 4;(b) the section from the Clarke Read Project a .wee, north to the 6T) Each residential, shag have the oMImum ofthme(3) Imes perK and one sheathes as he School Board dashes for use as an elementary school site with such conveyafs.b subdtdslon plan. All other existing pmtwted bass an Individual robs wig be with the Freddie Secretary, of Selo. southern boundary of the school she (adea Phase 6) shag be constructed with with a minimum size of 10 R In. height and 2Inch diameter at breast height (DSH). oaurpdorwrtte issuance of Phase Sof the Project; olden evaluated at the time of she plan review or that lot, to determine whether ce not v. Provision that at the time of rower of control of the hormeamem assodatlen b w Phase 5; and, (c) R Phase 6 is developed as a school then either the Developer 68) Intentionally deleted, Developer written notice that it re, larger Intends to acquire any mal of the School Site. e c Noting hereln be to that he Developer convey he School Site at each tree needs re be removed. the members, the dedamnt shag dexter to the new board of directors the the School Board, as negotiated between themselves, shag construct the settle, s, the homeowners association w® be responsible for the 69) For ail privately mored streetmeow shah constared require a price beew he tel market value hereof, III. In order to Insure that as many existing Gees as possible will be preserved all maintenance plan or the SWMS accompanied by an engineers certification that tom the then existing northern terminus.( the Clarke Road extension to the continued maintenance of ail sleets and sidewalks In accordance with all ADA 79) n he event that he School Board mdles Developer that ft has decided not o accuse mad rights of way and retention areas will be Ragged for review by the City infer the SWMS k functioning In accordance with all approved plans and permia.To northernmost enhance leo the stool she, however, ffPhase 6 is developed as requirements that may now or hereinafter be applicable to the Project. he School site, w any portion hereof, for an elementary School site he Developer shag provide written notice of he School Boards decision to he City Manager with a copy to 0any Use removal.Noclearing panels wigbeissuedfor site work orbulding the extent that any Such sagnewsreportImkmtesany comectint.dceISresidential then Developer shag construct said Section. 70) The Developer must develop the project In the phasing sequence notedonthe Plan unless construction unlit the bees to be preserved have been dearly marked with Uee required that dedarem shag be required to degenly undertake such cenecttv. Dlha1,Mthin60daysofarequestbythe Cftyofthesame,bulb XI. The.v. prs It remtves written approval .I Lt. City to deviate from such sequence. Prior to granMg potactlon barriers. action at the dedarards expense and b post a ash bond with the homeowners no event later than platting of the eppOcaba portion of Clarke Road n accordance, any such approval, the City may require that the Improvements eel for In Table 1 on S)'Limited grading wea'shag mean road rights-elwmy and easements may be mass association for the esthmhef cosy of men .-,I,a.due. win the phasing schedule set forth on Table l of Sheet 6, convey to the City the Sheat 6 of the Plan be constructed and amepted by the City with respect to any kcwar graded. Lots will be graded on. IM041.1 of basis so as to provide reasonable Uee vL Provision that ho property owned by the City of Ocoee or any other government Clarke Road Right -of Way. The -eye,. shag be by special warranty deed numbered phase. protection. Existing grades on lots will be maintained as much as possMa. Lots entity shag be subject to assessments levi,d by the homeowners association. free and dear of all gens and encumbrances except or those matters acceptable to 71) The City has acquired an Underground Water Reuse We easement. recorded In OR mntaoing protected bees will have no grading or consterethen except as specified on the vl. Pmvlson that any emendmenl o any prevision affecting the City requires the the City. Th. to. of the special warrenty dead shag be subject b the approval of Book 9905 at Page 6085 of the Official Records of Orange County, Florida as necossary final She plan. consent of the CRY In an Instrument recorded with the amendment. the City. The Deveoper shall, contemporaneously with the conveyance of the or the extenslon or utMes through the property located east of Phase I and south of 9) "Protected was' shag mean No residential use Is penNRed. Env@onmentally enhanced All. N.twithsstanding the mnveyanm of th, storm wat.l.t.tlon ponds to the property, provide to the City. anent attorney. opinion of thm, or. c Nm l title Clarmna-Ocoee Read (the "Woodewy Properly'). Prior 1. execution.! this Second TABLE 1 sbrmwater management facilities, compensating storage area., Ligation rmakan, open homeowners maoda6on, or any provision to the contrary contained In these commitment to be folowed by a policy of We Insurance, evidencing that fee Amendment the Developer has, at Its We cost and expense, designed, engineered, Improvement Location space, mcreatim and Boa facilities ere permglad k be constructed M this area based upon conditions of approval, the Developer shag roman responsible for the simple s k the property k ft -and dearof ell lens and encumbrancescen U except permitted and constructed ru05ty Improvements that are necessary or the an approved pito. Undisturbed portions .Me protected area may be oft In a neral rnainlananon, of the Projects skmreater management System (SWMS), Including for those matters acceptable to the City. The costs and expenses related to the development of the Property, Including but not Un ad to potable water lines, reuse water offid,Tnryedow. state or m mxed with landscaping. all shermaster retention ponds until such time as (Q the entire SWMS for the conveyance of the property, Including the cost of title work, shall be tame solely Ines and sewer pipes, whin such easement area. Notwithstanding anything in the Arden 10) Before any construction within limited grading areas and reelected areas, protected trees Projeclle constructed and appropriate cenificates of completion Issued by both by the Developer. Real property taxes an the properly shag be pmmted as of the Park PUD Land Use Plan. the Arden Park South Final Subervislon Plan, orIn the .ftTun Lem 217 lermdk SO taper) W xaad a Cbrcare,Ccoes W Idle Ermseme5 we ill be be flagged and reviewed by the City prior to removal. No clearing permits w the City and SJRWMD, (5) the stonmvater retention ponds Intended to be day of the City'..ceeptwee of the coweyan. or the Sam., and the prorated OsvekpmenlAgreement to the contrary, Developer w0 not be required to centrad en laftTlm Lane 2lar"'A fit' cope) EmIevtl an CarcauCYoee W Inco entrance Issued for this work until preserved trees are dearly marked. coweyed o the homeowners association have In fad been conveyed to the amount ofsuch real property taxes attributable to the Developer shag be paid and s B road. -as the W.dberty ery Prop. ens -4. rc-Co-W ter Ermarce4 RVTvn take (2.xmnh 50 tope.-) Wa.a 11) Except or areas where mass grading is permitted, the removal a protected trees shag be homeo,nms association, 09) the homeowners assoctwon is designated as the eaweved by such owner in accordance with the provisions of Section 196.295, 72) HOA responsbeies shag be es follows: Traft sgra Prymxod Carcina -aeon Rea! l Owes Read mama Minimized to the maximum extent possible and n, authorization shag be granted to maintenance entity on the records of the SJRWMD and all transfer records Florida Stares; provided,however, that If the conveyance occurs between Arden Park Master Homeowners A.ssociation(APMHOA) shall be responsible for: examo6se !rah nRoad, anvcawuem meet examel Ofcade Road remove a free lithe Developer has Nhed to take reasonable measures to preserve the requited by SJRWMD have been exerted and accepted by SJRWMO,(N) the November l and December 31, then the Developer shall be responsible for real AN Phases we be members of the APMHOA Ctwe Readeemcmn From Oxcene0cees W to eomrs 3(2 Ives pros volare.) trees on site. City has been provided with a copy of the Developers proposed maintenance property taxes or the enure year. Access poInN or Clarke Road we be as shown Overall Operation& Management of the mon. Development cbnafasel mems FromErmarce 3 IS E,xwz, l is ares ptavn b„n) 12) Unless otherwise noted, a5' utility and drainage easement wig be Matted along all side plan with respect to the SWMS, and IV) the City has been provided with a written on the Plan. Aidmecheal Review Committee for the entim community cWFa Powd aaeebn From Entrance l to north Bawl Ent (3 eras plus saw ares) lot lines and 1O'utility easement adjacent to the street dghto4ways. A 5' utility and statement from the homeewmers association acknowledging racelpt or the XII. If Phase6ofihe Proiedisdavtup osaschwtsite,mdifrequestedtodosoby Master sib mder pond trade operation and maintenance(ag Phases) Dab, Pue+ard dnww trwesesew tgaveF" atuy rest property arc (2 lees) drainage easement a be platted along all the rear, Wes that abut other lots and a 7.5 Developers proposed-Intenanm plan with reaped to the SWMS and that the the City, the Developer shall construct the remarng portion of the Clarke Road Operation of all amenPoes In Phases 2 B Eco tike,xi town tW aackig loco.) wnmm I am In 2zxns� If lead) condi 2annca angry and drainage easement along the rear of lots that abut the otmide parmwer of the homeowners association is responsible for marenarea of the SWMS. Right of Way exlensbn from the northern most mad connection Intersection Common Area Maintenance (for all Phases ortshe of gated areas) development. illb d 35) The articles of Incorporation and bylaws of the homeowners association sham be I t lwith the f Ison (driveway) ea the school parcel to the nodhem boundary of the Property. The Devalo shag be entitled to meaNe City of Ocoee Road I act Fee.remn for Srkk or Cementitlous Wag I entry signage marensnce & mplamment Operation and maintenance of ClubhousdCommunity Meeting Watery Pmax.Fa9aea 11= 2 2 I M0t"Drecdm 4 5 MCdy'a D -Ion iS 13) AN metles o be Macedwithin the t0 easement so ng the frontal each let, .place cop woundexNWgproteetedb.stobepreserved. and phcable con en goIn9prov s. per 36)Finalstreet naming will be coordinated through the City building department at the time the W-1 cost of construction of such Improvements for only that section of Arden Park Phase Sub (If gated)shalberesporhsiWe for; Bwk or Was and Entry Feabae farm&East SbsaPhase 1, Sad,Vd, a Phan 2.earn Caccamct«e teat 14) Each ftre hydrant shall be panted OSHA vatic. In mor and a blue mfledNa marker of Mal Mal submittal. Clarke Read, provided, however. that such Road Impact Fee credits will not Only Wp9mble Phase avners we be members of their respective Sub -HOA ovc sost, and! West $0^ of Phea1 g pari. ad SaPluS2a4W Brick wCertedgdxWal SmErmv F,-Eaa:�u and shag beafRxed o the street n the mater of the ane ermast to each hydrant. 37) AUImMscope.reaswDbetrlg.wdandh...n..t-Ierensensm. exceed the price or such construction met is approved by the City pdor to such Budgeting for metalroplacementheanNrence ofInfrastnxture Whin Re PVC Faze Stick or Cenetce, Wag East Skis ofPresa 4 and North SWe of Ph.. 6 atStr,cl sin 15) Ag drainage, maty and malmseranm easements shag be for the bereft of the 38) Th. Dervebpar shall comply with Ordnance No. 2001-19 mgandlrg community meeting construction. respective Phase par the 'Orange County Gated Community On nano" PJC Pawn {bin & Eastside aRe s, 4. Al 3desd Ra»8. homeowners association or local government. as appmpdare. The land burdened by such more requirements or residential subdiarens, except to the extent those requirements XIII. A3propedyeaslof Clarke Rmd,wmedby Developmendadjolning Lake Trom Common Area Maintenance (excluding sormwater pond tads-Inckdedn PVC Fence Weal S* of Ph 2 and Seen Side ofPisa.. and maaned by the Individual lot owners. mems shall be owned r waived herein. am to be conveyed to the City of Ocoee at the same time and n the same mann., APMHOA) of areas within the gated ponkn of the respective Phase adckwCermdga.Wag Weds�aPiusa3md4apakelumrmfd.ad. 'elReelaImed water wig be used for Irrigation purposes. It will be supplied to the 39) Nothing herein shag be consbued to waive any provision of the Land Development Code as the Clarke Read Right-Of-W.y a to be donated as Sol for n 48(x1) above. Operation & maintenance of the respective Phase stormwher Management Clarke Road shag also be platted IN accordance with the phasing schedule set for on Table 1 on Sheet 6. development Initially from Isgrem Road In accordance with applicable provisions of the except to the extent expressly set forth on a waiver table or explicitly eel out on the plan. XIV. Clarke Read we be bulli In phases pursuant t. 480) or prior to the mmpletlon of system b. The Traffic Mitigation Payment shag be due on or before the eager of 0) January 1, 2015, or III) he data on which any bullring permits are Is sued for Phase 3 of the avallabofreclaimed water. Al build out several connections City Code and suaectto ggy 40) The entire Project we be gated. Therefore, the gates and subdivision shag comply with constntion of the elementary school within the Pmjed, whichever oscurs first. a Operation &malntenance of all amentles within the respective Phase Anedifixes .111 exist The snga-Nmhy home sties and common meas we be Individually metered. All Article VIII, Chapter M of the Orange County Code or gated communities as well as XV. Intentionally Deleted. Operation & manlenanm of the respective Phase gates Developer require hal the Developer pay all or a portion of he Traffic MPogation reuse mains w® be awned and maintained by the City. any amendments to that Article that may be evaded pdor to approval of the PUD. greeman mare accordance with the Center Lake AnnexationA t referenced In COA B48 below, 73) No trees, only, sod ce wit wood shrubs may be planted over Chy of Doose unity Wes. cabana, Pod Cwmed Park Area 1 17) The Devebpersh.l..tnwtappmpriatea.b Mstoenabletheconstmd..fmmps Further, in the event Orange County mselads or ceases to have regulations or gated 49) 74) The CvNerwedesign, engineer and construct the Project's master sherwater TO horn Pane Taha,I somal Pby Mess Cerseep Minas I at aUappgmble dghtosvmy Intersections (and other areas as reasonably required) In communities, then the regulations In effect at the tram of PUD approval shall control. AN I. Prior to obanng issuance of buldng permits for Phase 5 of the Project, Owner management system to account few the proposed elementary school Me. The Owner will 1Wa W.5deoflnkesmaf RecreaIDmMa 3 order to provide physically chalerged persons access to sidewalks and streets.Sidewalks references In sat County Code Chapter to the -County shag be deemed to refer to the shag Improve that porton of Ingram Road adjacent to the Property Into a 24 foot also mass grade and sabeze the School she during the appropriate phase of constmctbn• T.tnt W.Sde al-als seursecueaemMa 2 abutting each patted btsholl be constructed at the time efdrudopmentofthe IDL When "City for purposes of this requirement. woe curb and gutter section two lane roadway as shown In the Land Use Plan The School She we be pladed concurrently with the pat that creates the road network t-�•be rxcwc seer) t"Sukefakesnaffeere4easa 3 sidewalks am constructed an tamer lots at certain locations, the shewalke we be 41) An ove2R subdivision plan shag be seal o krrevlewby prospective buyere n all on ('Ingram Road Improvements'). Further, the Developer shall be Showed to providing access o the school she. Appropriate dranage easements, n favor of the oeradc(860) EastS� alcor Sms 7 RzxNa Ma 4 extended .Ppmramps will then be constructed. Sidewelks site residential asks offices. design and consbuct a Low Impact Development drainage System that woad Orange County School Board, will be granted at the time of platting of the School age, gazebo (picric mei) so ttrwest sea aS4m/WcrcalwlArea 3 Mand 23 ce=andthe muwant to mmfrwn areas shall be constructed at the thne or subdivision Improvements 42) To the extent any lR stations are required on the property they wllbe conveyed at the utilize.vales. No connection to Ingram Road a Planned. in consideration for the either by plat or separate document. alalCSa pem{Mol6¢retfkcrealgArea or the phase In which the common area is located. Shewalis for the entrance mads and Ume of patting. Ag such lift stations shag be fenced with black decorative aluminum combustion of the Ingram Road improvements and provided that the 75) A254mtupandbuRmismquimdabweaffweffam6and100-year Fmdpanweas d. Prior to he effective data or his Amendment. he City has.ntaded kr loop mads wig be constructed contemporaneous with the constnadon or subdivision feam, and shah be set back no ass than 25'from any must. Such lift salons shag also Plan am commenced Improvements to Ingram Road as set for n the Land Use Pam unless waived by the City as Part of an environmental enhancement program. WAVIER TABLE ements for that phase. nd do N k.Bend be screened with hedge -type shrubbery, such as vournum or lgustrum, AR such lit stations shag meet allutremana of the City of Codes or Oe County as a whin the Wiseframe set forth herein and completed whin one(1)year of commencoment the De I.pwahah be enred o meefva City of ewes mad 76) AN right of way outside of the gated Pardons of the property, unless directed otherwise by the City w0 be mnvay.d o the City by special warranty deed Road Perfect In kdhwance of he County Protect Revision. Upon receipt of an m req rang 18) Al comon area Improvements, u gentry a res, wa s, s.pn9 sidewalksalong ail mads, as well as landscaping around the retention pond Uaca shag be p 43) During sabmlbei of a PSP for any slnple4am8y development, the Developer must shave Impact fee credits for the actual cost of a nsbuctkn of such hprovements upon 77) cDOE ISSUE sTANt1AAo PRopo5E0 JuSTIFlCATiON &aueuc eENEFlT completed prior to I.Mm.of thecniffime of completkm for those corresponding common areas" what, requited recreational NdRRes will be located within the Issuance of a Certificate of Completion or the Ingram Read improvements and a. As the Developers contribution towards the Intersection and for the mitigation of I amu - amsasauar _-a.--- ,__Me s__x'o vtlkrb'�91&B1r�n__. sed phases which are platted. Notwithstanding any prior City policy to the contrary, prior to residential Subdivision, In accordance with the City of Ocoee Land Develonent Code. acceptance by the City. The Developer shah submit to the CtVs Development mile impacts wising from the Project, the Developer wfll pay to the CRY a cash r��sa. „s,rrmo-as__�covro<mc, yroa<,ase the favemn, ofa certiRwle of completion for any partiadar phase, the City shag allow 44) Agscreenwals,landscapabuffen,entryan wrnerlandsmperpmvements,arm Review CommiUmCDRC� aslefectery doeumenaher b Support any Road payment of6250,000(he'Traffic Mitigation PaymenC} The Traffic Mitigation 2 .,as Ye °yrs" woawm", am res-_��'m'�e sm,ossva+.mn "`-vim.-sn..1Es:,a each ndNhual hornebugdero pemd and construct not mom than four (4) modal homes sidewalks sham be cempNted prior to Issuance of the CeNRcate of Completion for those Impact Fee uedh pursuant to this Condition and the actual amount of the Road Payment shag not be offset or reduced. Neftherthe Developernoranyoubse c:Sao.(-_.ra.*maeranT _P®srax+wdmsmo+eazr,mw) or such phase, provided however, nofnore than eight IS) models total we be approved areas which am platted. Impact Fee credit shag thereaRm be determined by the DRC based upon a review person is anWad to mad Impact fee uedgs as a result or such payment -0- wren rousmeaa_. a <rows,nrasmara,asas,s�arama.*3seomey,me. a .78]1.1 dabcmnx•Ssem ova p approval of the Director of Development or any particular base wihom the prom bpmant 45) Each Red ph of development shall on its awn, or connection with platted ofsuch..flet.clary dowmenatlon in the mannerprovhed by the Road impart Clarke Road shag also be platted IN accordance with the phasing schedule set for on Table 1 on Sheet 6. rie p• ,.d (• mee a�*t+arm:ds�r+aaa,amo9+os sc 2l, awe) Services. 19) Streetlights, security lights and lighting for common meas meatng corrent.do previously developed phases, with respect to public services (sawar, water, stmennater management, access min other .rated services). Fee Ordnance. The DRC shag mi be required to approve any Road impact Fee credits for costs Incurred by the Developer which exceed the amounts set forth b. The Traffic Mitigation Payment shag be due on or before the eager of 0) January 1, 2015, or III) he data on which any bullring permits are Is sued for Phase 3 of aatraaaaeem Iems .z•raavaPa,dromnwsrn mmms.asmmmsal- 4 -.z „wr.u.rest.ama Sled rt1B Eume s-. semmPw><ar ve. - . - I requbements shall be Installed by he Developer on a phase by phase basis prior to 46) The development of this Project will Incorporate he storrwater needs of all roads within hereln. Except as aoresold, he Developer shag not be entitled to any he Preach provided,however, that he City may by wdton noece to the S 67as94 xmo aneau'.s as,ana- E4___ Todr..z.._,_xrsv.re>saar.,.T1e`e_.wr ecual. Edna.. baaa.m _e1 Issuance of a cerRRmt. of completion or the respective phase. Installation of such the Project Ure Clarke Road extension and the Ingram Road impmvemenls. In compensation In connection with the ngmm Road Improvements. Developer require hal the Developer pay all or a portion of he Traffic MPogation at Towne z.._.,_xxnn.awmaSxxma1h.._raIn I. para lighting hag be at he Developers and he cost of their. tion we be hg lis In greeman mare accordance with the Center Lake AnnexationA t referenced In COA B48 below, 1. In he went that the ram Road htol-Wa adjacent the DevelopersPa Rig ynate t t adier date to he extent he City determines In its discretion that Payment a an a 67Bsu. r>mrosks�a, avmv and " "' E, angor:r.mcox�,_,ea<mwsrormmcos,t as.expense assumed by he Developer In accordance with Section "(D) of the Ocoee Land that portion of Clarke R.dwUlnull is stormwatar management needs served by ha id ad propartyakss than 60' wide, the Developer shall donee additional Rlghtof- Cry such funds are needed to pay towards the design, engneerthg, pemnRUng, the Intersection r e Hera asfcmw rmraaa.HNeaaardreer oavvmns..ma.m em,ms_SnxcaaaPw-:k�x-__-_ mH6 -s ren: w d v°` m°eCda" '-song-vas Development Code. In the event hal Duke Energy has, through no fang of the Developer, ailed to Instal he street lights prior to the time that a particular phase of Center Lake property. 4T) In any gated area, a perpetual, nonexclusive easement for secoss overall internal Way on the eastern she of the existing Ingram Road Rghlof-Way. The shag be responsible for any additional Right -of -Way needed on he Western side Installation construction or signalzation of and other Improvements related therein. In he event he City provides such rotl.,he ac I,,_mnmma., e_____ . r _n_mmr�ue_dBva.0 V_develupmenlwouh otherwise quaky for a cerdRmleofcompletlon, he Clyweissuea roadways and paved areas shag be granted it, favor of the City and other appli.ble .Me existing Ingram Read Right-of-way. Developer shag pay to he CRY he amount requested within thddy(30)days from a esA _V_ --m- -- �v cvmswataa Ixpo-. es„•av lea sols) Substantial Completion not[. but ,13 net show a Certificate, of Completion to be Issued authedges for law eNon tt. tire, and other emergency services. ll. Al stormwaar needs related to he Ingram Road lmprovemenls whew they are the date of such notks. . Svc asa-sxs Lm -act-st, Iso nesse d! hells S oedswsxns,1. wriUaul the street lights Installed for a partkmiar phase. If applicable, the Developer and 48) The following provisions shag appy: adjacent to the Developers Project we be provided by the Project's stommater Homeonatem Association we be required to compete and execute a City of Ocoee 1. The parties acknowledge that Clarke Road is Intended to be Improved from he management system and constructed prior to obtaining issuance of building c. Intentionally deleted • ..Rama eawde]Rana. _ aaraood.nNars w axe •• Developers and Homeame a Association Agreement or Upgraded Street Lights, a, inumaden with Clarcona-0.se Road (the to the northern permits for Phases 5 or 6. -tl'`a""°ed- --ess'p -o 11 _ as, rou found In the Ocoee Land Development Code, Form 12. boundary of the Property the -Carke Road RighWI-Way') as set forth on he N. At any time pdor to the Dualoper.nsbucMg he Ingram Road Improvements, d. Prior to he effective data or his Amendment. he City has.ntaded kr nom: 20) A homeowners association will be created for maintenance and management of all malrks found on Sheet 6 aid identified as Table i heran. The Developer shag he City or any other governmental agency my elect, at such party's option and "hearing seovkes for design modifications to he County's Clarmna-0cow 1)-_ f2ka .odcanvsmwar. CerARar mrw.aamgmea Rdm,wv,cora lee sr -V ma ll. rx-c mmap+me.ess ,asd-soI..- common areas and facilities, Including Ilgh", unless otherwise noted. construct Clarke Road In accordance with he phasing schedule as set forth on expense, to construct or .use to be constructed the Ingram Road Imp -menta. Road Perfect In kdhwance of he County Protect Revision. Upon receipt of an csnsx . Pers 21) A homeowners association shag be responsible for the mantenance craft landscape said Table L as modified by COA No. 48(XIV)below. To the extent he CRY or other party constructs such Improvement, to Ingram invoke from he City, he Developer shag reimburse he City for the cost of such atv7A ..4, a as es.wavmmw m e erdmec.2- ..pmdodrmam cocoon. ire p,_ areas. Landscape areas shag be kept in a neat, healthy and ordedy appearance free of H. It is acknowledged that Center Lake PropmUes, Ltd., or its successors and assigns, Read. Outdoes, wilt not be entgkd to any mad Impact fee -cit n.nneek, engin.dng services and shag be enured to a credit against U. Traffic Mitigation .)Wa,o Ne a b> .rery....sro,.oncaeco,smsea,om -aoeme aa.«s,-e ro--of-ww,ae,s ..arana- - refuse and debris. shares responsibility for a portion of he Clarke Read Rightaf-Way Improvement herewith. Payment for such retnbunenmrL 22) Al bads hat are to be owned and maintained by the hameavcers association or tbe Chy as set forth in that certain Annexation Agreement between Center Lake v. Infentionahy deleted. of Occee, as applicable, and shah be conveyed to the homeowners association or he City PmeeNes,Ltd. and he City dated August 21, 2001 and recorded In Oifidal vL Nether the Developer, he successors and assigns, not any other person or entity 78) Afifteen(15) acre parcel has been reserved m he approved Amen Park PUD Land Use , of Ocoee, as applicable, by warmly deed at the time of platting. Records Book 6332, Page 3000, Foible Records of Orange County, Florida. shag be entitled to any road Impact fee wedlN or other compensation of any kind Plan for potential acquisition by he School Board of Orange County for an domemary 23) Any damage caused to any public right of ways, a result of the construction activitles Access points othe Protect shag align with the Oak Trail Reserve access points. for, an account of, orwWmspeclb(a)any dedkatknfor ngramRoad dghtaf- � School (the "ScbWSRe7. Nobreldtsgpermits weberssuedfor myphases beyond Wa Iva rs for Ardo n Pa rk related to he Project shall be promptly repased by he Developer to he applicable III. Cantor Lake Pmpedos,LW.,has.-htedbmeetsormwat.,r qg rementsnr wayas set forth In49(i)above ,or(b) he turn lane Improvements set forth n Phase 4 of ft Project unless the School Board has: (1) occurred all or as much of he gwemmanal stardams at he Developers We cost and expenm. a portion of the Clarke Read Rightof-Way as set forth In the Annexation 49(v)above. Sdool Site as R destes to agmre for use as an elemenary, School ,He;(i).1mad Into. WDE Issue &TANII/AD PROPOSED JUSnHCATION&PUBLIC BENEFR 24) There shag be no access from the property b Carmna-Occee Road, Ingram Road or Agreement. However, U the Developer undertakes he extension of CIwIe Road 50) Development within the 100.yewfloodplan and Nrlsdkhonal wetlands am subject to the binding contract with Developer for the purchase of al or such portion of the School She ).Teas. r-mmssesy- Sl.--. , ell+v.a,co.ce.ymmPada:o,mlaesmwwu,o 8mm ¢1 a"'uP"a Clarke Road except at the approved locations shown on he Plan. prior to Center take Properties, Ltd., hen he Developerwe need o provide for provisoes of tire Ocoee Comprehensive Plan, which may under certain ctamsances as he School Board dashes for use as an elementary school site with such conveyafs.b ,,xxxs aid.N��=m em®°" °s'°'a„°w'"°m>a"°'y,�" Advad al-p,ws ave+-mwxrs prior 25 Ali moss astma, uelty and drainage easements shag be provided to or at he time the skmrvmter tements win he Property on a temporary basis wig such rerL p ry hemi Inihe1 allow development Modplanopmentnohin oaurpdorwrtte issuance of Phase Sof the Project; olden a m,„ o" m.w�eow a r.,amr v®-cob..amerem. orr„ae..ws. .11E me cV sar,.a e{p1a1Wg. tine as the Center Lake property Is developed. hem be Increase n boundary. The Developer may propose development within these areas based on Policy my these areas based 2.3 Chapter 5 he Ocoee Comprehensive Pan development n Developer written notice that it re, larger Intends to acquire any mal of the School Site. e c Noting hereln be to that he Developer convey he School Site at 1.*,rwu,nacca 2 a7aaa O ®xm I.W.r24rtx.avmeok_,v,amamrce _d iraaaaJ,ayo-mmrs *zxnagmsar,.v,e rico m ` neeslm ai£.wL0.M4e{ecSan 26) Ag,deities Including electrical, cable, TV, and telephone and Including any on -she existing overhead whas shag be raced underground, IV. Developer shag demonstrate that we no extraordinary construction or maintomes costs as a result of the depicted Clarke Road Right of of of which petrels such ...a,he. offsetngon-sive environmental Mtiga{bn or enhancement of hese areas is shah constared require a price beew he tel market value hereof, nmmu vi,rcrapodaxrvye „',s,. °Lta �m t'"'s'^PeHhp owuo,4 nee-' - 27) Parking shah be provided n accordance with he City of Ocoee Land Development Code, Way alignment - demonstrated to Improve namal functions or b provide low4mpad uses or recreatonal 79) n he event that he School Board mdles Developer that ft has decided not o accuse 3 a7aad Cog, ss..m "PeFY11 Po3'"dH' . dm m�sa�dw. rel+.aero,�nsrya�,a_a,..e.y-.n.eae.r.r,,. ,,i1-1:3sw daa,r,ve_mee,_.m unless oUxvwS, acted. ments Including but not to the declaration of easements covenants 28) Al legal Instruments W V. Developer shag be responsible for any wetlands megaton necessary due to construction of any portion of he Clarke Road Right-osWay on its Properly. amenhles which encourage enjoyment of such areas. Any such exceptions shah be evaluated as part of a preliminary Subdivision plan submhal. Nothing contained hmeln he School site, w any portion hereof, for an elementary School site he Developer shag provide written notice of he School Boards decision to he City Manager with a copy to vem,..avdmscm and reshktions, association dommena and deeds conveying property to a homeowners VI. At Developer's expense, Developer will prepare and provide the City with a shag be cons Wad as granting any such exceptions, unix.. waived by he City. he City Adrney. Upon receipt of such written notice the City shag have slay (60) days assod.d.. shah be approved by he City prior b pat approval and shah comply with a9 metes and bounds legal description and sketch ofdexelptIon of the Clarke Road 51) Anemergwcynmsseawmenttoalretendonpords..d.e,aild,.I, g e....ts to hotly Developer In writing whether the City desires to purchase, the School She at its ordinances of the CRy In effect at the tine of recording of any such lnst,mmL Right of Way and shag Incorporate the same In pats of that portion of the within the Project shag be dedicated to the City of Ocoee for emergency maintenance than fait market value, such purchase to be consummated within sixty(60)days after the 29) Arden Pare st-wer system Property adjacent to the Clarke Road Rlghtof-Way. The aforesaid legal purposes at the Ume of platting. The emergency access easement win not Impose any Deveopees receipt of the City's Wice of election unf s ohmwIse agreed In voting by 1. Private streets (gated) -The entice Project we be gated. Al pk7es, rets, description and sketch shall be certified to the City and shall be subject to the obligation, burden, maponsbhRy, or lablRY upon the CRY or Deme, to enter upon the City and Developer, manholes and Structures accepting mnofffrom each pomon of the Freed wOl be revkw and approval of the City. The foregoing shag be accomplished In subject property or take any action to reps✓ or maintain the drainage system. awned, operated and maintained by the appropriate Sub -Homeowners conjunction with the preliminary subdivision plan for Phase 4 and shag be shorn 52) Development of this property shag be consistentwM the Development Agreement. In Association. Stormmater pond tact., Indudieg landscaping, .ill beamed on said preliminary subdIdslon plan and ft Mal Subdivision pan for Phase 4. the event of a corld between this Pan and the Development Agreement, the operated and maintained by the Arden Park Master Homeowners Association. Clarke Road shag also be platted IN accordance with the phasing schedule set for on Table 1 on Sheet 6. Development Agreement shag control. Dewberry® Dewberry Engineers Inc, 800 NORTH MAGNOLIA AVE SUITE 1000 ORLANDO, FI -32803 PHOHE:407.M3,IrW ENGWEERING BUSINESS -8794 LL co O co O rQ LL W W Z U) LU g W o Il ^Q LL Q U 9 REVISIONS PROJECT 50083160 DRAWN BY TFS APPROVED BY RMJ CHECKED BY RAM DATE MARCH 2017 DATUh1 NGVD 29 TITLE CONDITIONS OF APPROVAL PROJECT: J:WRDN4tFnaMhase 3B SHEET NO. C04 E C C E I 4 7 14 d F PERMITTED WETLAND IMPACTS PER ERP -IND -095-106746-4 Q I I _ s e t 1 4 \1 �. PROP RT` BOON ARY (TYP.) V<\, SOILS LEGEND LEGEND CANDLER FINE SAND,O TO 5 CONTOURS- PHASE 3A & 3B PERCENT SLOPES PROPERTY BOUNDARY CANDLER FINE SAND. 5 TO 12 BOUNDARY OO LINE (TYP.)^PERCENT SLOPES SOILS DIVIDE LINE ...........I••••...^ CANDLER-APOPKA FINE SANDS, 5 TO SOILS LEGEND 34 ;" � � l2 PERCENT SLOPES f i, sHwr coNrouRs 135 - I � ST.LUCIE FINE SAND.O TO 5 PERCENT SLOPES WETLAND LINE �__-_---- • -' " ••�T L/ , �� 46 TAVARES.A 25'WETLAND BUFFER NORMAL HIGH WATER 50' HIGH WATER BUFFER — - - — \ 90' AVERAGE 100 -YR FLOOD LINE — - - — / FLOOD LINE FLOOD LINE BUFFER BUFFER (TYP.) LIMITS OF FLOOD I LINE BUFFER ..�- 4 25'WETLAND BUFFER (TYP.) �y EXISTING WETLAND LINE (TYPJ \, k" Ai'�� v •v�� j OFIRM RANGE COUNTY. FL MAP NO.: /2095CO2/OF PANEL. 210 OF 750 11 I•` GIS 100 -YR FEMA LINE �. �� (LAKE SIMS) ELEV. 86.5 NGVD29 ELEV. 85.5 NAVD88 ZONE AE S✓RWmO APPROVED AIORMAL HIGH WATER LEVATIO 77.0 (NGVD29) A /llG/ WATER g / - BUFFER (TYP) ,i PERITT WETLAND IMPACTS / I I P'ER IERP IND -095-106746-4 BOUNDARY \ \ SHWT � CONTOURS �,;� ��.RE ERA(CE: GEOTECH REPORT BY '� U IN ERSAL �� NGINEERING CIEN,CES A I �\ _ I, f ��— — \ r Nor MT20 ,--_._ 1 -L /i /1� _ "�`•�'MTW ''�� Dewberry' Dewberry Engineers Inc. 800 NORTH MAGNOLIA AVE SUITE 1000 ORLANDO, FL 32603 PHON£:40TJA3SI20 ENGINEERING BUSINESS8794 SEAL o � ma� � LLtD KEY PLAN r SCALE NORTH of 10ol 200' N REVISIONS PROJECT# 50083160 DRAWN BY TFS APPROVED BY RMJ CHECKED BY RAM DATE MARCH 2017 DATUM NGVD29 TITLE EXISTING CONDITIONS PLAN PROJECT: J:WtDN4l InaMhase 3B SHEET NO. C05 z 9 1. The contractor shall comply with oil federal, stale and local laws and all regulations controlling pollution of the environment. NOTE: PER/METER SILT FENCE TO BE INSTALLED 2• The contractor stall develop and Implement a stormwoler pollution prevention plan ISWPPP) according to EPA/FDEP WITH PHASE 3S, AND TO REMAIN /N PLACE NPDES criteria to minimize erosion and Insure proper functioning of storm water management system upon completion of DURING THE CONSTRUCTION OF PHASE 3B. agency construction. in addition to meeting EPAIFDEP NPDES crlterlo,the SWPPP shall be submitted to and comply with local having jurlsdlctloWs minlmum erosion control criteria. Y✓. ePAWCPDES PLACED AT PR01ECRW RADIUS I. SEE NOTES IMS SNEET NO ES: 1.) BARRICADE TO BE PLACED AT ORIF UNE OF TREE OR UINNUM OF I& FROM TRJM(. 2.) TREE PROTECTION BARMCADE SHALL REMAIN N PLACE UNTIL CURB ANO PAVEUENT IS CONSTRUCTED IN THE IUMMIATE MOM" OF TREES TO BE SAVED. 1 TREE /MATE LIMITS OF TREE PROTECTION BARRICADE DETAIL I 1 TREE SAVE AREAS J. 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 construction. This condition must be satisfied until project Is fully completed and accepted. Contractor shall provide routine malntencnce on temporary erosion control features at his expense. Provision must be made to preserve the Integrity and capacity of check weirs, sediment basins, slope drains, grading patterns, etc. Required to meet this provislan though out the l/fe of construction. Contractor shall provide synt/2etic hay boles, 511t barriers, murofl filters, temporary grossing, etc. as required to fully comply with the Intent of tits specification. Contractor shall provide continuous mon/toring of erosion and sediment controls taken and shall document all corrective measures. A copy of the approved SWPPP shall be kept on site of alt times for review by owner's representative and by NPDES Inspectors. rhIs 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 a notice of Intent In accordance with criteria set forth In the NPDES permit requirements 48 hours prior to beginning constructlon,clearing,or demolition. S. Provide effective temporary and permanent erosion control following the requirements In Section 104 of the State Dept. of Transportation standards specifications for road and bridge construction, latest edition. (F.D.O.T.Section 104) and requirements by the FDEP, NPDES and the City of Ocoee. 6. Inlets and catch basins shall be protected from sedimentation resulting from surface runoff until completion of alt construction operation that may cause sediment runoff. Filter fabric shall be placed and maintained under the grate and filter socks placed In front of the throat of curb Inlets, during construction. 7. Turblddy barriers must be Installed of oil locations where the possibility of transferring sediments and suspended solids Into the receiving water body exists due to construction. Turbidity barriers shall remain In place until construction Is completed, solls are stabilized and vegetation hos been established. B. All slopes 5:1 or greater shall be sodded. All pond slopes and rlghiraf-way shall be sodded. 9. In accordance with FDEP and Water Management District permits, all disturbed areas shall be seeded and mulched within 7 days of no construction activltes. Pori -o -lets shall be placed of least 5 feel behind any curb and 20 reef away from any storm Inlet. SILT FENCE ORANGE 'ENVIRO' TYP FENCE ATTACHED W (roNCLINE POSTS TO VERTICAL POST i]r E E(TTOWARDS OW ARDSFLO a' W Mi SILT FENCE 0 O Q FABRIC, TYP XROUI% U GROUND I FLW FLOP Lr MIN. TYP I l2 I ZR• I eUF,FER I r MIN MIN Z5'AVERAGE I NOTES, COVTRACTOR f5 RESPONS/OLE FOR YNMTENAVCE S,9 FO[[pYEr I. SILT FENCES SNALL eE INSP£CTEO IYY£dAT£LY ASTER EACH RAINFRL AHO AT LEAST ONLY IXIRIAO PROLONO£D RNNFNL A' REWIRED REPAIRS SHNJ. RE MADE IYYEOIATEIY. P. SHWLO THE FADNC DECOMPOSE OR E—C IN£FFECTNE PRFIR TO THE EMO OF ?5 USE.? SNALL DE REPLACED PROMPTLY. S SEDIMENT DEPOSITS SHALL TAC R£YO/EO AFTER EAC, STWiM EVENT. N til/ SEDIMENT OEPoS?S LEFT IN PLACE AFTER THE SILT -WE IS M1b LONGER REWIRED SHNL BE 0.RESSEO TO CWFMY W/TN THE FINISHED GRAOE.PREPMEO AHO S£EO£0. 5. GEOT£ATIIE MATERIAL TO MEET TNf REWIREMENTS OF SEC. 9951. DOUBLE SILT FENCE DETAIL HTS. I—SIDEWALK- CURB & GUTTER ROCK BAGS 11\COMPLETED INLET SILT PROTECTION DETAIL RR IMV r0[i W NOTES: IJ NO CONSTRUCTION IN CONSERVATION AREA. 2J 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. AND S/LT FENCE POST I/NCUNE POSTS 20 TOWARDS FLOW) SILT FENCE FABRIC EXISTING FLOW GROUND DIRECTION 8 NOTES( CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE AS FOLLOWS/ 1. SILT FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PAODAGED RAINFALL ANY REOVIREO REPAIRS SHALL SE MADE IMMEDIATELY. 2 SHOULD THE FABRIC DELGMPOSE M BECOME INEFFEMVE PRIOR TO THE END OF ITS USE.m SHALL BE REPLACED PROMPTLY. .S. SEDIMENT DEPOSITS SHALL BE REMOVED AFTER EACH STORM EVEN. 4. ANY SEDIMENT DEPOSITS LEFT IN PLACE AFTER THE SILT FENCE IS NO LONGER REOUIREO SHALL HE DRESSED TO CONFORM WITH THE FINISHED GRADE, PREPARED AND SEEDED S. GEOTEXTILE MATERIAL TO MEET THE REOuIREMENTs OF SEC. SISSd. TYPICAL SILT FENCE DETAIL NSS. LEGEND CONTOURS PROPERTY BOUNDARY WETLAND UNE 25'WETLAND BUFFER SILT FENCE Dewberry° Dewberry Engineers Inc 800 NORTH &1GNOLRAVE SUITE 1000 ORLANDO, FL32W3 PHONE:40T.843S120 ENGINEERING BUSINESS 47N PROJECT# 50083160 DRAWN BY TFS APPROVED BY RMJ CHECKED BY RAM DATE NMCH2O1T DATUM NGVD 29 TITLE STORMWATER POLLUTION PREVENTION PLAN PROJECT: J:1ARDN41FI..hPh-3B SHEET NO. C06 m E a' W Mi Z U) W Q 0 O Q o U PROJECT# 50083160 DRAWN BY TFS APPROVED BY RMJ CHECKED BY RAM DATE NMCH2O1T DATUM NGVD 29 TITLE STORMWATER POLLUTION PREVENTION PLAN PROJECT: J:1ARDN41FI..hPh-3B SHEET NO. C06 W_ r. Ci B I PROJECT NAME: ARDEN PARK NORTH 7 SWPPP / EROSION CONTROL PLAN PROJECT # : ARDN4 F D E P PERMIT # ; 0080 23557-DSGP S J R W M D APP. # : IND -095-106746-6 SITE AREA DISTURBED: 27.35 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. SLOPES: 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 MP 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 OF 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 STORMSEWER OR SURFACE WATER USE OF NORTHING,EASTING COORDINATES,AND LOCATED ON STORMWATER POLLUTION PREVENTION PLAN (SHEET C06) OTHER INFORMATION: LOCATION (ADDRESS): 942ICLARCONA OCOEE ROAD DESCRIPTION OF CONSTRUCTION ACTIVITIES: CONSTRUCTION OF ONE NEIGHBORHOOD CONTAINING 89 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 DEWATERING METHODS AND LOCATIONS: ONSITE DEWATERING WILL NOT BE REQUIRED BY CONTRACTOR. B MP 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: "I CERTIFY IMCER PENALTY OF LA, THAT 1 18mER5T0.N0. dIm SITYL CCwLY WITH THE TE— Atm CNAITIONS M THE STATE CE FLCFICA GENERIC FERHIT FOR CONTRACTOR IS RESPONSIBLE FOR INSTALLING ANY ADDITIONAL EROSION CONTROL IF IT BECOMES NECESSARY TO MEET STATE STE—ATER DISCHARGE FRGN LARGE AIM SVALL CCHETRCCTICH ACTIVITIES ANO THIS 5TOHMVATER P0.LIRIDN PREYS H. PLAN THEREUNDER.' AND LOCAL STANDARDS. OPERATOR AND/OR RESPONSIBLE AUTHORITY: CALATLANTIC HOMES CONTRACTOR: TBD NAME, TITLE; CONTRACTING FIRM; ADDRESS: TELEPHONE # : 111Q. -RIP Dewberry° Dewberry Engineers Inc. $00 NORTH N4AGNOLIA AVE SUITE 1000 ORLANDO, FL 32603 PHONE:40T.8,11WO FNG04EERING BUSINESS 47M Q Qm 0 �- W W Z (1)g W Q 0 �a Q SEAL REVISIONS PROJECT# 50063160 DRAWNBY TFS APPROVED BY RMJ CHECKED BY RAM DATE MARCH 2017 DATUM NGVD 28 TITLE STORMWATER POLLUTION PREVENTION PLAN NOTES PROJECT: J:VM2DN41FInaMha3e3B SHEET NO. C07 E I E LEGEND PHASE LINE .......... xhich May be conshucted, depending on site conditions aid Let Type locations sfvm we awcelmate and may be relocated PROPERTY BOUNDARY ------ ons treadna corwderalono. 1, 7 SCALE NORTH WETLAND IMPACT PROPOSED FLOOD LINE BUFFER LIMITS SHOWN: A-1 MINIMUM /0 FT - AMENITY REVISIONS MINIMUM // FT -LOTS 100 -YR SETBACK LINE AVERAGE BUFFER 90 FT (LAKE SIMS) AVERAGE BUFFER 194 FT (TROUT LAKE) (REQUIRED 25' BUFFER FLOOD LINE PER CITY CODE) EXISTING FEMA 100 -YR FLOOD LINE RESIDENTIAL GUIDELINES LIMITS OF FLOOD LINE BUFFER BUILDING SETBACKS LOT CRITERIA MINIMUM LOT MINIMUMT Max. Impervious LOT TYPE SUVING AREA FRONT SIDE SIDE IZE REAR Ma x. Building NOTE: �� ('\\jA FUTURE PHASES ARE SHOWN CONCEPTUALLY AND ARE SUBJECT TO CHANGE WITH THE SPECIFIC 50% PRELIMINARY SUBDIVISION PLANS 1) All setbacks are measured from principal structure to property Rne, unless otherMse noted. 1 1) Q A r UTILITY PROVIDERS: :—,�0 j - / � (,�Z' - 0 4 1, POTABLE WATER ORANGE COUNTY x, RECLAIM WATER CITY OF OCOEE ORANGE COUNTY SANITARY SEWER LIFT STATION TRACT ORANGE COUNTY1 �__._ { 4 A-1 i. I_!\��i ��, \�\ \( \ \ \\\�\\\\`'ll-7�1 {I I. II II�'i�� II'/ \�\� \\ \ \ l \� � \\�. 3 a IICI13 1 N , ,, �z,. ,_� \ , AV 90, v FLOOD 1A I Y BUFFER x I A, VIII 71 III 1 /71 d I -LAKE SIMS',\\\, FIRM ORANGE COUNTY. F4 0,12 W A 95CO21( PHASE IF 750 7T (LIYNE GIS 100 -YR FEMA L T P.) _j (LAKE SIMS) ROWV ELEV. 86.5 NGVD29 ELEV. 85.5 NAVD68 ZONE ............. Tz PROPERTY BOUNDARY \1 X\ I 2i �� \'\ � /\��\\\�\\\\\\\\\�I\III it\��i�' \\ \ ' \\\� � ... = �- _ � -�\`�� --_ _ --' A-1 1) The nuarber of dAelg ..its Ird.wed Is need— —L xhich May be conshucted, depending on site conditions aid Let Type locations sfvm we awcelmate and may be relocated =firtes:�esnrq MoTificadons Noy be made cWtowte ons treadna corwderalono. 1, 7 SCALE NORTH 0. 200' PROPOSED FLOOD LINE BUFFER LIMITS SHOWN: A-1 MINIMUM /0 FT - AMENITY REVISIONS MINIMUM // FT -LOTS AVERAGE BUFFER 90 FT (LAKE SIMS) AVERAGE BUFFER 194 FT (TROUT LAKE) (REQUIRED 25' BUFFER FLOOD LINE PER CITY CODE) RESIDENTIAL GUIDELINES BUILDING SETBACKS LOT CRITERIA MINIMUM LOT MINIMUMT Max. Impervious LOT TYPE SUVING AREA FRONT SIDE SIDE IZE REAR Ma x. Building STREET surface Bello Coverage Data had SF Homes (55) 201 20r 65% 6. '1 2.1 7" Detached SF Homes (66) 65 �4`. 2'a Data 1 Isll/� Detached SF Homes (76) 75'x 127 1 2,400 s*f 25! 1 7.6 27 1_ 20' 50% Notes -so 1) All setbacks are measured from principal structure to property Rne, unless otherMse noted. 2) Encroachment of AC pads chimneys, roof ever hangs, ubity equipment bay Wndownd s aprivacy vmIls msetback extend into yard setbac 3) NO buildings or 6 be built Wthin any easement Or buffer was. 4) All phases WO E ROAD \�-P"O!�Kb0o-QF 750 G1,S, 100 -YR- FEI(A\L,�� -_M60T LAX0", L L, EV. 76.3r\N&D29 ELEV 75-3 NAV a % ZONE 1AE j n7 `/94' F OD LfNE (TYP.) 'OF1e5 O L - pm H AS Ly < f< c, j tj ;R- j,flh\fi'jfi j}tii� i i e5 ORANGE COUNTY, FL AfAP NO_- 12095CO21OF W VI 'PANEL 210 OF 750 GIS 100 -YR FEMA LINE (TROUT LAKE) ELEV. 76.3 NGV029 rrrr+ 1 v ' '��\\ \ �� ' II ELEV. 75.3 NAVD88 iirl �TI(1,,r'vl� \\� IZONE AE fr %\ 20, Row A EDICATION RD" Q: 4 x >1 Z , I PD I U-111 Dewberry" Dewberry Engineers Inc. $00 NORTH N%QNCUA AVE sunT1000 ORLANDO. FL 32803 PHONE;40T.843.5120 ENGINEERING BUSINESS .794 SEAL SCALE NORTH 0. 200' 400' N REVISIONS PROJECT 9 58083160 DRAWN BY TFS APPROVED BY RMJ CHECKED BY RAM DATE MARCH 2017 DATUM NGVD29 TITLE MASTER SITE PLAN PROJECT. J-.1ARDN4T[rsKPh.s.3B SHEET NO. C08 E C E lTYPJ 4 63 /' 64 YYY 1 IS 61 6/ 1 ( I I 67 � _ ' 77I 59 i - 76 %I86 t V 1 69 57 LI --- (. 75, �- - -1 — 3 70 -- f r 77 y' 72� 54 � I RACTj — CC 53 �. TRAC� q' I. �- TRACT R-98 f 5� 1 29 r �I i49 ��i� e,J I r 11,11111 i 4 1 ' V111 C1 J� 3/47 46 I III 1I 1 33 - -------- 45 4534 1 I 7j�1 jai %/% I I r i r ltt� I I Y \\ I 35 36 A % 1 37 G 41 VP HA �/= X � ' �' �\ v L -77 ROPERrr y _ � (f �DUPNUDARY , .,16T PH,q y \E 2B i i! I SITE DATA 1. APPLICANT, CALATLANTIC HOMES 558 WEST NEW ENGLAND AVENUE SUITE 250 WINTER PARK.FLOR/DA 32789 2. TOTAL ACREAGE, 2735 J. TOTAL LOTS, 89 4. DEVELOPABLE AREA, D&Wopoele Arco • SNe Aron • Wdlonds • Surface Wders • 2735 Acres WdloTd/Loke Slav • DO Acres Ponds • OD Acres Gr ,p'n1Open 5r • 463 Acres L/F 93X1Qj Roadways • 4A3 ares 5. WETLAND AREAS, WETLAND TO BE PUT UNDER CONSERVATION EASEMENT W/ SJRWMD MASS GRADING PERM?. 6. EXISTING LAND USE, LOW DENS?Y RESIDENTIAL 7. EXSTING ZONNG, PUD 8. GROSS DENSITY, 325 DU/AC 9. NET DENSITY, 325 DU/AC IO.TOTAL PROVIDED PARKING, O SPACES 7 WETLAND (TYPJ /J STORMWATER FACILITIES SHALL BE DESIGNED AND PERMITTED IN ACCORDANCE WITH CITY OF OCOEE AND THE SJAWMD REOUIREMENTS. 2JTHE WETLAND AREA LIMITS AND BUFFERS SHOWN ARE IN ACCORDANCE WITH THE APPROVED SJAWMD WETLAND LIMITS. 3J NO CONSTRUCTION TO OCCUR IN SJRWMD PERMITTED CONSERVATION PRESERVATION AREAS. 4J ALL POND OUTFALL PIPES WILL DISCHARGE LANDWARD OF THE WETLAND UNE & NHWL UNE. \ 5 0.24 OPEN SPACE HOMEOWNERS ASSOCIATION HOMEOWNEPS ASSOCIATION dam le T 0.13 OPEN SPACE HOME OWNERS ASSOCIATION HOMEOWNERS ASSOCIATION U 1.59 OPEN SPACE HOME OWNERS ASSOCIATION HOME OWNERS ASSOCIATION ._...... - TYPICAL LOT DIAGRAMS: SCALE NORTH 0, 100, F nav use TYPICAL 65'LOI LAYOUT LEGEND EX/STING CONTOURS PROPERTY BOUNDARY i RIGHT OF WAY — - - WETLAND LINE ----- a PHASE LINE ll Dewberry' Dewberry Engineers Inc. BW NORTH MAGNOUTA AVE SUITE 1000 ORLANDO. FL 32803 PHONE. 401.8433120 ENGINEERING BUSINESS 1104 SEAL dam le KEY PLAN KEY ,... _ ._...... - SCALE NORTH 0, 100, 200' N REVISIONS PROJECT# 60083160 DRAWN BY TFS APPROVED BY RMJ CHECKED BY RAM DATE MARCH 2017 DATUM NGVD29 TIRE OVERALL SITE PLAN PROJECT: J:WRDN4TInaRPhase3B SHEET NO. C09 M. ml I \ 64 �— --1t F 79 n / 65 I I I L_-- %_ r— /,/ 78 r 67 r-- Ila "1 1 76 I-- _ 5 F L — 69 Ir— _-' LI I tl 1 1 , — "I I 75 16r 70 It 7+ II u I 73 L-72 —I L—__ N TRACT T q TRAGI U 83 IS ml IL84 __ / _____I I a9 I I� II I II I I I I I I I I I l s I ^I I 9+ 93 96 I -- 1 90 �'-----5TREE-T-.4—F=_ �2 TRACT 5 - - — - TRC -E -T- rH- - --- — - - .97 11 I I I r 98 I I I L- — II 99 1 I I F A ----------------- i ----------- 1--------_,, r— LEGEND PROPERTY BOUNDARY RIGHT OF WAY WETLAND LINE PHASE UNE ' —-- TRACT R R I' L SIII I al I ro° I I I ! 1 la L_ -- i 115I I r--- I I I L 30 102 I m 114 TRACT N i i i —.—.� r—s• P; \\� 1 32 l03 I ,a I I y -- —J I I ------ I u3 \. I I I I ro5 I 1 / I f 34 i L-- --� /Y rro PHASE 3A W1\1 .,.� ,� •, 1 I I roa I I rm I I rob I 36EEL F 7J \VAA\ �� L 37 38 - -� J I 39 �L- I ( CAKE S/MSP - L TRACT p —— _._.___—. EXIST. -- . i` PHASE 2B � P Dewberry® Dewberry Engineers Inc. WONORTHMAGNGLt AVE SURE IWO 0R OO, FL 32803 PH 0NE:40T.M3.5t2O ENGNEERINO BUSINESS 4794 L L.2 Co Q If n- W ui Z U) Lu o0 wQ o ryQ NORTH 0' m R:m ram W KEY PLAN SCALE NORTH 0' 80' 160' N REVISIONS PROJECT# 50083160 DRAWN BY TFS APPROVED BY RMJ CHECKED BY RAM DATE MARCH 2017 DATUM NGVD29 TITLE GEOMETERY PLAN PROJECT. J;V RDN41F4,a11Phase 3B SHEETNO. C10 E C E I Q 4 54 �� adi I MOD. B �, pp y- A �'. A . B a TRACT 7_�.� n a a �11'i 1 i�' •„53 I e ,a „7.}s_ I 11;,3 ,.tea, •uos — <,d,. '( jj ` r STR ET _ 52 �8 j3 ' .mr ,�'/ 1� ', •!. I ' i I.. I �., / / , _ ` ” 1-f_- _ .r ;_I' ,y�` / �.,; i iro n -.- �,E i_._L �3J I- .1 I,J 4 �1 r I , .,.,..� i t%+_ 2� �� 57., Y�" �' If \l { SA - I.�L I J( � ' p a � I( h 51 A $pM®��I •I� a !a�_ ��,�/�/ N/ I I�il, �I , �� II�� -�'��l >4� /�2 rris°.E 4,.1 w u .o 5o A I f ((( >�•'�D�� MOD.B {11,�,I .0 0 9 FFJ422 � 035.7 PI F /4/J I ti �. TR G 1 1 O y n ��, .� �.; u r 49L I 1 _ rr dJ f .o I 5 530 .).- fU! i °�'`I '_ FF ID4/� �,II 201,7 I I� J1.111)''1111-11 �,� -' 4B - -� , 1 , 7:r- T11 5, a \ A A C I -as .o e � , �! r /sus � � �� , �' I �I �� b � I4 z 1 a,5 FF/42 � � 3I 1 � FF.ais �•II ,�rr AT I l FF./43p 32 MI MOD, B '� FF.I/9 -�. 1 •J::_ l•I� r� 1 �I V - A �Ci •. i �Om � n i 96 �� 1 YD353 i d /01 / E A �� oea, �5 A V A a �1F./33Tai\�,w.�\ M00. B 1 l F I zz � ��FF.I 2 5 PI ��'�� YD�3�45�2 %_ �,��,/�/ 1 7�/.��i\�1��4��\, �'��P,..o0� ©)�1� �t�A u� �l��.ui% � ��A v�;DAUfvT.N\E.� �w S\ ��\ ��V� A\gy2'p\.�, A�s�'.� ��`� ��V ��A�10�� pAA� �,� ��\A... \ vA��_��V �•, �oe� V�r�� _ fi f A D3T45 �\A /,\ 1 1� 34D751 MOD,g A PHASE O3T2 �35 TR,I` 0350 'aC��44 v MOD. B � ® I `ra75, X43 14 A', �k 36 &o n �9 d. Ly. FF MOD. B _ Z FF /43.4 y ® 1 u 42 A s FF.N 37 A ,, r _. ��" I M00. B YD35O; FF /439 \ 41 a � 7 � r. > i:. i> �. d, ..,�5 �• ! I I q I I r� n I� V ` ' A 0 39 PPP � vd �, � T FF./ 39 \ � -� `•'�..., \ �.. . 4 \ _ 1 e r' I �. >� ?�* f. �, _` V' �� ,�. �`�1 1�.; �' r. ��' �s �'j'''• r1' 7 ar,r3`'��S d i 40 39 �I� / •, r ('' v> •. ;> >.. ,- .� A �� \ i - l ( c ��,y I e �C_� r. �:.. r -) �'I' ,)I� e , i FF. H55 i M00. B i S I ::� •., ,. 4 J ref" • .� �.,.r; +a .11 I r, ,' / rJ ION SYST A A A i L I�I� � � 1'Ir ➢ li a — 'szrai3_�j rrron�� LAKE S/MS PARKWAY-_.-Sz'-� _ v %r —� PROPERTY ��s BOUNDARY — lTYPJ LEGEND ISC&PTAV x d P�xOSED %STEM WALL MAY BE REQUIRED F NOTES, Sx sr1 SE SYSTEM IJ CONSERVATION AREA SHALL BE CLEARLY MARKED WITH PERMANENT SIGNS. SEE SHEET No. C38 FOR DETAIL I r VARIES� __— _ _ - EwsrAc tOWoNrovas 2J CONTRACTOR TO PROTECT AND PREVENT ANY DISTURBANCE, SILTATION, ETC. TO THE PRESERVED WETLAND. - a_ DRAINAGE STALCMAE w NO CONSTRUCTION WILL BE ALLOWED WITHIN THE PRESERVED WETLAND AS AREA TO REMAIN NATURAL Pa SPvt EIEVAMN I 3J A UT/CITY, DRAINAGE, ACCESS & SIDEWALK ESMT. IS DEDICATED OVER ALL TRACTS. OWEcrIDv OF War" FLO# i-' 4J SEE SHEET Na C38 FOR SECTION DETAILS. v Ilrs TYPICAL SECTION O LOT UNE STEM WALL 5J SEE LANDSCAPE PLANS BY OTHERS FOR HARDSCAP£ AND LANDSCAPE BUFFER. PHASE USE .....• 8J ALL PROPERTY OWNER FENCE LOCATIONS WILL BE APPROVED BY THE HOA ` LOT AMBER MAX. 29' TYPE OF GRAIXhC EL • FF -0N t } A } } A * } } MOD. A MOD. B mEmov F o,,. FIN75HED FLOOR EL `�/ILdNO PAa R/W UNE oEN LOT GRAD/NG TYPE A LOT GRAD/NG TYPE AX LOT GRADING TYPE MOD. A LOT GRADING TYPE MOQ B A siWURwuL TYPICAL FHA GRADING TYPICAL LOT LAYOUT TYPICAL STEM WALL 5lEM W,� SSE PNSR PROlIOEO REVISED GRADES NOTE: SEE SHEET C38 FOR TYPICAL ROADWAY SECTIONS. % Dewberry® Dewberry Engineers Inc. 800 NORTH MAGNOLIA AVE surrE 1000 ORIANGO F 32803 PH ONE.40T.843.5120 ENGINEERING BUSINESS 4747 m o Q W W W 0 ry 0- < a PROJECT# 50083160 DRAWN BY TFS APPROVED BY RMJ CHECKED BY RAM DATE MARCH 2017 DATUh7 NGVD 29 TITLE GRADING & DRAINAGE PLAN PROJECT. JAARDN41FInaWhase3B SHEETNO. C11 E E C E Z A T LEGEND OCXMPTAN / PRarosEo / \ ��A\��l�Il�_ / - - EXT Ml , �.% - r L — _ STORM SEWER SYSTEM —s - j / / /� / , ♦� ( I II ( I I I '� '.._.7 I -1 l ,� /__� /� / Ex/sr/Lv mvrwas OWNAGE STRUCTURE O3 / (L l� •' �� SPOT EIEVArlO /' i / \ /' 'e� V I I ' uREcrFAY or SURFACE Flow -•-- / i 0/ I \ I 9 �/ //I / -f / ��'� i STEM NAA PHASE ONS ...... ' / •I I I STORM ORAIN�AGE I l ,, 81 / \ \ COLLEOT/ON SYSTEM ,1 8 \ l PROPERTY LTYPJ c/ � yOD• 't BOUND (TYPJ PH E82 a TYP \ l (( 00: F.F. • ° 63 . N / l 1 J 6�J 6 2ja Ii4/5 1.I��I r0356 / 6� •I �tia4 FF./399 \ 8 �® 9 �� \� rer A �� I l�lj\1 MOB 1 FF1428 6, �.-'YD175F---�--1 ,_ \ \ meq^. P`'%1 FF.✓!3b .�. IJ 66/FOQ f T III r +k FF. 60 4 67 ra se �O s FMOD. a 'I 0354 �� 93 / �� / �I� A '� r �, :L I Is A / _ e� i'�r- �y5'S FF./43A I LU55 FOB in `I� -- r IJ� / Q ryy a�5 I 1 .A/O(Z� / I /j• II �1 ��-�? \\\�\ \� '� nS_E ♦o I I 11 S4 d7 \ / I I a /E6.S IPS.B / 1 45 �y ./427 69 YD759 ..l IJ 92 rnre� .�� lei f sllJ I Perem.� A '''-' MoaB �1 7 I �i POD I h F .I /. / �� 5 O 5A C 1 yrL al)� F �\ IIho�Lp FF.I 25 .ate 1 � 8 � ti a4 Mdae I iAB 1 9e _I ; ® r �4 07 F .1422 1 MOD. 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SEE SHEET Na C58 FOR DETAIL VARIES -i— 2J CONTRACTOR TO PROTECT AND PREVENT ANY DISTURBANCE, SILTATION. ETC. TO THE PRESERVED WETLAND, XSTEM WALL MAY BE REQUIRED NO CONSTRUCTION WILL BE ALLOWED WITHIN THE PRESERVED WETLAND AS AREA TO REMAIN NATURAL. PiL 3J A UTILITY. DRAINAGE, ACCESS & SIDEWALK ESMT. IS DEDICATED OVER ALL TRACTS. 4J SEE SHEET Na C38 FOR SECTION DETAILS. v%"IEs TYPICAL SECTION O LOT UNE 5J SEE LANDSCAPE PLANS BY OTHERS FOR HARDSCAPE AND LANDSCAPE BUFFER. 6J ALL PROPERTY OWNER FENCE LOCATIONS WILL BE APPROVED BY THE HOA LOr NUMBER MAX. ZU' 3 j j TYPE OF CRKWGEXPoSEO F Eu WkL EL •FF47V 4 (VMIESI L I •' " ��. •' r t— �` — O 'OIRELTAW OF A } } Ax } } MOD. A MOD. B � SURFACE FtaY (\ C1LWNG PAO ` I+.r ' ` Jh � � `f �yr I � � � I ^O�/ � � • ( + F/NISREO FLOOR EL -_ __ j __ j f__ . �H� R/W UNE R/W uN£ T-.X,NG LOT GRAD/NG TYPE A LOT GRADING TYPE AX LOT GRADING TYPE MOD.A LOT GRADING TYPE M00.B a srEu -.X'— - TYPICAL FHA GRADING TYPICAL LOT LAYOUT TYPICAL STEM WALL STEP W?H SSE PEFY�IOEO REV/SED GRADES NOTE, SEE SHEET < C38 FOR TYPICAL ROADWAY SECTIONS. JP Dewberry" Dewberry Engineers Inc. 800 NORTH MAGNOLW AVE suI 1000 ORLANDO. FL 32803 PHONE:4W.M35120 ENGINEERING BUSINESS -0741 SEAL �W� K KEY PLAN SCALE NORTH D' 60' 120' N REVISIONS PROJECT# 50083160 DRAWN BY TFS APPROVED BY RMJ CHECKED BY RAM DATE MARCH 2017 DATUM NOVO 29 TITLE GRADING & DRAINAGE PLAN PROJECT: J:IARDN41FinaRPhase3B SHEET NO. C12 1 7 ' A .r3 LEGEND QESLR,F *y X , MIGAOSfO S/OWI SEWER SYSTLY ---;< —— MWAFAW SiAI. UM OS SPOT EUYATOV ORECTKW or SVIWACE rww �Y .. .. 1 1 i� T I 7- 77 - el 01 c, RE ET C %I f - -- PHASE ST _ _ _ I _ LINE (TYPJ �{ .1 /_ -- lr) t C.) HDPE EA5 MENT I < __ Rq/NAGE & Wq� r 'l i RAINAGE W - _ - _- - - EASEMENT 2 ( a I -. � � N.3A Ci .9 V 8A 327LF INTERCEPTOR TRENCH INSTALLED ON THE LOW SIDE TO EXIST OF RETAINING WALL .. 10322 1 _ I p 64LF INTERCEPTOR TRENCH ^. INSTALLED ON THE LOW SIDE � ( OF RETAINING WALL EA ALU.. -1_f -- � POND 40 B ,a - NOTE r i SEE SHEET C40 FOR INTERCEPTOR TRENCH DETAILS. SEE UNIVERSAL ENGINEERING SCIENCES < GEOTECHNICAL REPORT NO.II48243 FOR INSTALLATION DETAILS. . Dewberry® Dewberry Engineers Inc. 800 NORTH MAGNOLIA AVE BURS 1000 ORIANDO, FL 32803 PHO NE: 407.8435120 ENGINEERING BUSINESS4784 Qm ((� O �- WuJ w W ^Q o LL U SEAL nam �LL KEY PLAN SCALE NORTH 0' 60 120' +z REVISIONS PROJECT# 50083160 DRAWN BY TFS APPROVED BY RMJ CHECKED BY RAM DATE MARCH 2017 DATUM NGVD29 TITLE TRENCH INTERCEPTOR PLAN PROJECT: J:WRDN41FInaMhase 3B SHEET NO. C13 0 2 A F 1 < LEGEND DESCR/PTA3N EY15rlw PIpP=D STORY SEWER "STCY EXISrhw CdRQ/RS DRAINAGE ST1tX .Af OS SPOT ELEVArM DIRECrM Or SURFACE rLOW -.-� In — , IF \/ I 1 -_ 12 ADS H /2 N-12 / HP NO'•12 ADS 55'-12- ADS 1 2-/r AD 1N7.12- ADS 171'-15'RCP N-12 HP N-/2 HP N•/P HP N-/2 HP o 050X O 0502 N. HP O 050Y. 0 050Y. j M O 0.50A., `� 1 050X l 1 0 050Y �It 50 n; t,l 0 050Y. G� Qn/'� s t,l Ib N GI /2�-1H .� / .l.,2-.. / I 1 E N 050V M-12 . HP //i AWA 1iM / N -•.�\ ---k YD35i, I --- 9N YD350 _— 10.i a�t I Mv. 1.4.54 YARa N YD.YW \\� — / YARD OR.VN N Ib N � I V 1 70, /ITDI YARD LYtNN -. �{ T --- / 2-Q" 1.199 (} � G1 r, TOP 139P � .. i IU IU �, ., , , I YD.76/li1 !\ �I /Nv'/S5D9 \� yp�N -------\� —./ IU la1 YARD MAIN YARD MAIN COACREORIT i! ,COAGS EO.Y U) ` 13 I l I YOS56 / pY.134.n I I�, /NY, 13!64 YD35z n TQ' 1400 TARO mAI .\ TOAD 9W TOP 139! TOP R86 CONCRETE 7Q" /39A /AY. 13157 QV. /SSO2 TQ" /380 i ` 707 1379 1 IW. 1� N MV. /3585 1AY /32.0ma.) ISIZEr/gl _ YD35O f1 1 _4- o TARO DRAIN IJl •.m. v ..: - — i TOP HU = i �,a ( IAV. 0780 "! 1 i 1 � � � yi % ��/ li � \ \I RE40VE I P[JK. � � ---.—�._ — - ` _--^�"•.�I � ��R� y �y ,J� � � ..... ..... I ..... _.. _. _ - - i 68'•/5' ACP 127'•17 ADS CA t ) / s1 i,1 i QJ o 050Y. I i I I �033A �' HP Al -12 050X•/2 AD Ui HP c0 l� R1 76`1221' A05 :. — O 050X N•/2 HP i; 1 76'•.- n'•/rAos o 0.5 �...N•/2 HP 77.12 ADS % _.._— // o 10.5ox o oSOX YXr PRECAST YARD YD -S62 d i j' a INV. LlDOLYIPI TQ' 134.5 d 1 \ i �k /AV /E'B2Irl81L ANY. 130&4 �� --- YARD 6,4 V YDS66 -- TOP 1x4 m TOAD MAIN YD365ppRp,,yy YD36S IAV. 1S2A7 M1 I , ! O -._.;/ I\1 l� IAN TOPOP 1555N Tom.,.„_—Top fl. _ -\ 364 YARD DRAIN 3 /3 N 1 � >' MY. 1347E INV. 1320 d tl1 �. Ly a 'Clto UI LINE REET �++ _ = �_ s _ PHASE - L � O �0.55X `V IZ ADS -_ N52 HODS } I I M-12/AADS S-12 HP _N-1 I to I. I ADS 7o!/rAos � O i ' n 6 ZO' DR�1 NAS �: E �AlN40E 7411Z ADS' N EASEMENT O 0 I� Jjll t ron3 (2-02-2-2 Y037I YARO MAIN YARD MAIN 7,i IPTG TML IVSD YD371 YARD MAIN — a TM 1238 ; TOP 1240 T.W. 1259 Y0369 'i YARD DRAIN ' IW'120Ao IAV.12aW YARD GRAIN ( TQ^ @I9 YARD &3 rJY.1EDG yD375 Tcw a Av 12 p 2-W. 2x7 9 I I I la QP-R9B— - CONNECT Ta+ /217 i •. .-� '1 / j,2- 4 %' Iiw. 1K..2_ TARO MAIN --- -- I `L To Ex/ST. ` 1Av.1mAD ,` C �- 1EIe2__ I"--- Ij Tlr.-/ESP TOP iS7e 3�� CONNECT I �� \ /NV 105J�1 � I I 1 F I I IN Ex/ST. p — I I.` I1 -- ----I � l} )I I � /NV. /0172 \ - — x, YD3.4 B01 I ('f�1IN )-�' POND 40 I I NOTE SEE SHEET C38 FOR TYPICAL SECTIONS. SEAL Dewberry' Dewberry Engineers Inc. 800 NORTH MAGNOLW AVE coo SUITE 1000 ORLW00, FL 32803 PHONEAOT.843S120 ENGINEERING EUSINESS AT9 SEAL coo LL 2-r KEY PLAN SCALE NORTH 0' 60' 120' +z �� REVISIONS PROJECT# 50063160 DRAWN BY TFS APPROVED BY RMJ CHECKED BY RAM DATE MARCH 2017 DATUM NGVD 29 TITLE YARD DRAIN PLAN PROJECT-. JAARON41FInallPhase 3B SHEETNO. C14 E C C E I 1 9 q A FS LEGEND DES MPTAW EXISTING pffl- 'EO SAN?ARY SEWER SYSTEM —�-- —P— STORM SEWER SYSTEM WATER SYSTEM FIRE HYDRANT PROPERTY BOUNDARY FMTURE A/W FIRE FLOW REQUIRED TYPICAL 1000gpm I. ALL GRAVITY SEWER MAINS ARE 8' DIAMETER PVC UNLESS CALLED OUT OTHERWISE. 2. ALL EXISTING UTILITIES HAVE BEEN FIELD VERIFIED AT ALL POINTS OF CONNECTION TO, AND AT ALL AREAS OF CONFLICT WITH OCU MAINS. CONTRACTOR TO USE EXTREME CAUTION WORKING AROUND EXISTING UTILITIES. J. A IO' UTILITY EASEMENT IS PROVIDED ADJACENT TO THE RIGHT-OF-WAY ALONG THE LOTS. REFER TO TYPICAL SECTIONS SHEET CJ8. 4. A UTILITY, DRAINAGE, ACCESS & SIDEWALK ESMT. IS DEDICATED OVER ALL HOA TRACTS. 5. MAINTAIN 3' SEPARATION BETWEEN PRESSURE PIPES AND STORM STRUCTURES. < 6. UTILITY LATERALS ARE SHOWN PICTORIAL ONLY ON PLANS. LATERALS TO BE CONSTRUCTED PER DETAIL NOTED ON SHEET NO.C42. Dewberry® Dewberry Engineers Inc. 000 NORTH N—NOLIA AVE SUITE 1000 ORLANDO, FL 32803 PHO NE:407.&#3.5120 ENGWtEERING BUSINESS 4741 m a �m o W u z U) o W Q 0 � n Q SEAL r aL" oLLb KEY PLAN \ I Y1 ,SCALE NORTH 0' 60' 120' N REVISIONS 1 &14.17 TFS REV PER COMMENTS No. DATE BY Description PROJECT# 60083160 DRAWN BY TFS APPROVED BY RMJ CHECKED BY RAM DATE MARCH 2017 DATUM NGVD29 TITLE UTILITY PLAN PROJECT: J:\ARDN41FIna1lPhase 3B SHEET NO. C15 E C 1 A ri a LEGEND DESCNPrXW EYlmw PROPOSED SAY?AM' SEWER SYSrEM -�-- -�- STORU SEWER SYSrEY --mss-= --mmiz- WATER SYSTEM -�-- FIRE HYDRAYr _ _ PRDPEAI BWxDARV FuruRE R/W FIRE FLOW REQUIRED TYPICAL 1000gpm NOTES: I. ALL GRAVITY SEWER MAINS ARE 8' DIAMETER PVC UNLESS CALLED OUT OTHERWISE. 2. ALL EXISTING UTILITIES HAVE BEEN FIELD VERIFIED AT ALL POINTS OF CONNECTION TO, AND AT ALL AREAS OF CONFLICT WITH OCU MAINS. CONTRACTOR TO USE EXTREME CAUTION WORKING AROUND EXISTING UTILITIES. 3. A IO' UTILITY EASEMENT IS PROVIDED ADJACENT TO THE RIGHT-OF-WAY ALONG THE LOTS. REFER TO TYPICAL SECTIONS S SHEET C38. 4. A UTILITY, DRAINAGE. ACCESS & SIDEWALK ESMT. IS DEDICATED OVER ALL HOA TRACTS. 5. MAINTAIN 3' SEPARATION BETWEEN PRESSURE PIPES AND STORM STRUCTURES. < 6. UTILITY LATERALS ARE SHOWN PICTORIAL ONLY ON PLANS. LATERALS TO BE CONSTRUCTED PER DETAIL NOTED ON SHEET NO.C42. jff '� Dewberry° Dewberry Engineers Inc. 600 NORTH MAGNOUA AVE SURE 1000 OR -. FL 32803 PHO NE: 407.843.5120 ENGINEERING BUSINESS 473/ PROJECT# 50083160 DRAWN BY TFS APPROVED BY RMJ CHECKED BY RAM DATE MARCH 2017 DATUM NGVD29 TITLE UTILITY PLAN PROJECT: J:WRDN41FM.Wh-38 SHEETNO. C16 E C C E 7 A 9-3!I ! 0 4 I IJJ33I 7/ 1 ll ! - III II li 1 9 , P SA 8' PVC-- PH. 3A FIRE 55 f I HYDRANT IT ;I�� II _—�i Y � �3A /2 PH. JA B' PVC 1 PVC I I . 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PHA E WMF3 3A - WMF4 I I , WMF/ / A - o `'\ , , 39 1 1 MF2 W _ -- —_ WBOVI I I _— I -- a , PROPERTY BOUNDARY PH. 3A FIRE 1 HYDRANT (TYPJ ITYPJ QNOTE: PHASE 3A PROPOSED UTILITIES EXISTING I2' PVC UNDER SEPARATE PERMIT. WATER MAIN I I EXISTING FIRE - HYDRANT (TYPJ 1 fwd Dewberry® Dewberry Engineers Inc. 000 NORTH MAGNOLIA AVE SUITE 1000 ORlA FL 32003 PH ONE:40r.&135120 ENGWEEMNG BUSINESS 4141 N LL m 2 Q Ch o IL W w KEY PLAN _..,.,....._ W< }0 Q 0 SEAL NORTH 60' 120' N REVISIONS m ma� KEY PLAN _..,.,....._ ( qqpp1 1� SCALE 0' NORTH 60' 120' N REVISIONS 1 6-14.17 TFS REV PER COMMENTS No. DATE BY DascripHon PROJECT# 50083160 DRAWN BY TFS APPROVED BY RMJ CHECKEDBY RAM DATE MARCH 2017 DATUM NOVD 29 TITLE WATER ASSET PLAN PROJECT: J,"DN41FIna1lPhasa3B SHEETNO. C17 WE MAIN NOTE. PHASE 3A PROPOSED UTILITIES UNDER SEPARATE PERMIT. (111J-0-1 Dewberry® Dewberry Engineers Inc. 800 NORTH N%GNOLA AVE SUITE loon ORLWDO, FL 32803 PNONE. 40T.843ZI20 ENGINEERING BUSINESS 87N SEAL KEY PL. SCALE NORTH ol 60, 120' N REVISIONS PROJECT It 50083160 DRAWN BY TFS APPROVEDBY RMj CHECKED BY RAM DATE MARCH 201T DATUM NGVD29 TITLE WATER ASSET PLAN PROJECT. J.lARDN4TIn.NPh-33 SHEET NO. C18 E C E k 4 rJ rl d ri .VES HYDRANTS ID Number Plan Sheet# Easting Northing Elevation Manufacturer Model# Comments FH1 C17/C30 FIV C17/C31 FH3 .C181C31 FH4 C18IC29 FH5 C17/C32 FH6 C17/1032 FH7 C18/C33 GENERAL INFO B,ta orawaneeal wex6m oxe -..._ _...,_.. P Nm 5-N- s-, 1-- orC cmo-xbruame Contractor c OC Pm Nrmber V... 20.. 3 Re -I— k # ease d cored IDon W ett et Enp!nee w* CmBe to ( p d ppt, a�eYor for ftn ) aan:<eorn non o�a�oree <ooa vm en.asa« PmNde a mqu: a«! ID !m a vv+o eros aw aaroo) a,r Deco �y a,a Mca m,roerea sea�rmaay once n,e cbe nn ma,.snv eves b ar«eon) aom earth ern or e,e P'pa Than barcMv aM veM«a of tla eaire uu7 !rva nn be naeL retl. I!4 recmmrded oat exh �liery (xab, Yes9reYt a recWeei veter) narbehq bmal he daergiidubb tom tle otlar. 1F� vn abw mgyGaA'm vne comerdant amArg ai2r ea Irtf {dvd vnel hbb vn�lsleet hba an coe�iirrsd N M <preadY'ieel go0rmrpbrb «pytg eM Paen9 b M defficem bbb gxeadsheet Dewberry® Dewberry Engineers Inc. 800 NORTH MAGNOLIA AVE SUITE Iwo ORLANDO, FL 32803 PH ONE:407.8435I20 ENGINEERING BUSINESS A7>1 SEAL tdC O LL K REVISIONS PROJECT# 50083160 DRAWN BY TFS APPROVED BY RMJ CHECKED BY RAM DATE MARCH 2017 DATUM NGVD29 TITLE WATER ASSET TABLE PROJECT: J:WRDN41FInaKPhase3B SHEET NO. C19 4 � a A rl E D C B A Dewberry Engineers Inc. B00 NORTH MAGNOLIA AVE SUfTE1000 ORLANDO, FL32803 PH ONE:40T.8435120 ENGINEERING BUSINESS -8794 FITTINGS WATER MAIN LOCATIONS o ID Number Plan Sheet # Eastina Northinn Elevation Main Type Fittina Tvoe Comments ID Number Plan Sheet # Easting Northing Elevation Main Type Type of Shot Construction Method Material Pressure Class Manufacturer Comments WMF1 C17/030 WSTL26 C18/C29 Q Z O WMF2 C17/C30 WSTL27 C78/C29 Q0— WMF3 017/C30 WMF4 C17/C30 WMF5 C78/C30 WSTA71 C17/C30 WMF6 C181031 WSTA12 C17/C30 WMF7 C18/C31 WMF9 C18/C31 WSTBtt C17/C30 WMF10 C18/C29 WSTB12 I C17/C30 WMF11 C18/C29 WSTB14 C17/C30 WSTB1C17/C3 WMF12 C17/032 WSTB15 Ci7/C31 WMF13 C17/C32 WSTB1C17/C31 WMF14 C17/C32 WSTB1 7 C77/C31 WMF15 C17/C32 WSTB1 8 C18IC31 WMFi6 C771C32 WSTB 9 C18/C31 WMF17 C17/C32 WSTB 20 C18C31 WMF18 C17/C32 WSTB21 C18IC31 WMF19 C17/C32 WST822 C78/C31 WMF20 C18/C33 WMF21 C18/C33 WMF22 CIWC33 WSTC11 C17/032 WMF23 C18/C33 WSTC12 C17IC32 WMF24 CIB/C33 WSTC16 C17/C32 WMF25 C18/C33 WSTCi6 C17/C33 WMF26 Cid/C33 WSTC21 C18IC33 WSTC22 C18IC33 WEI C18/C29 WS'Cie/C29 WS3 C18/C29 GENERAL INFO oats "i-jual w�dmn mal, Pr Name 5 pr Name s ,,l ... sw c CanlMar Nero comrxtorc OC Pm l Nwrber Verebn 20 3 N,<mrarw,a areae or oaac von naNcnen F�craM ar eacace>r. n,n asa�ra mrcawea,Ps EcattYoro kan,weyed ce,r6nama vtl ebstlwe Prc�i�ide a WRe asset IO (fop C pye stg9 erd rtSM,) ar exh,b rw Rc,aans ena.ca,h �«am)wm.mnaman or mn Mva m.rherea.eaee�d aagtre ea. MancFes.arautter Hpa can Wrurbred. Ills recanrordNeac plThee y fal h ua�aa.pfbielilnwi I xepr, vasaiakr m rec mmb®r64 armat be ea6neii9vbb a,m the sera. Th4 e11 amn orsaNzaCm ab cpneAeA sating alcor tle IMAAd aasat mbm vaksleei tb, ars csntf� h are apreaAalxet p+agam pia m cppytrg aM pu5ng m th N_&cti,nmbk queadsMel s Dewberry® Dewberry Engineers Inc. B00 NORTH MAGNOLIA AVE SUfTE1000 ORLANDO, FL32803 PH ONE:40T.8435120 ENGINEERING BUSINESS -8794 Qm o n- W Di Z LJ OV W Q 0 Q Z O Q0— SEAL SEAL Nor � Ul REVISIONS PROJECT tF 50083160 DRAWN BY TFS APPROVED BY RMJ CHECKEDBY RAM DATE MARCH 2017 DATUM NGVD 29 TITLE WATER ASSET TABLE PROJECT: J:WRDN4WinaWhase 3B SHEETNO. C20 II I 1 11 i 1 I 1 70 PH.3A' � ,6 --� i -- I I r � , L;_ i jC/ I I 1 � � � � s3/0 �l OPS30B 3A g� — . — �� Irl PVC SEWER MAIN I ( a I � 8' �C SEWER MAIN ;1 99 � 1ti 5354 _. �STF?EET -q- PHASE 3A PH. 3A e PH. 3A --- ---- I 0 5307 S309 0 –r a --- —._ – § PH.3A0 FORCE MAI�i– D W ...--- CONNECTIONI 1 ` y 6m PVC FORCE MAW 1 Q l00 II PH.3A Ir PH.3A I, S3/2 _ — PH.3A 1 I I Ii FSTC/6 PVC FORCE MAIN ii 3 /0/ I I _ 8'PVC SEWER AIN t 102 SEC6 FSTCI5 41 J 11 FMFf T CS8EC7 S359 T'*4— .3 FMF2 TCLSO/FMF3 RCE T5363R MAIN 6" PVC FOMAIN FT/03 -------------- _ _.__. 3 O TC6F5 /05 SEC S351—', FMF6 FSTC12 TC7 \I 1I I FMF7 FSTCl/ S360 SECB �,1 #}J, � � s , � ��\\ 2 " — ��— FMF9 \I f I i h i j4 FMF8 S36/ – / S362 /J d ll0 /09 /Op 107 i 16 z B4p�� - — — -- 57 3Fi PHA ' E 3A – 110 ., ------- ,. Ad .. 7 m PROPERTY BOUNDARY c / m P -H- ASE - 2B . QNOTE: < 1 PHASE 3A PROPOSED UTILITIES UNDER SEPARATE PERMIT. 9 Dewberry® Dewberry Engineers Inc. 800 NORTH MAGNOUAAVE SUITE low 0— 0. FL 32603 PHO NE: 40T.643.5120 ENG—EKING BUSINESS 47N SEAL KEY PLAN � r I + SCALE NORTH 120' N REVISIONS PROJECT4 50083160 DRAWN BY TFS APPROVED BY RMJ CHECKED BY RAM DATE MARCH 2017 DATUM NGVD29 TIRE SANITARY ASSET PLAN PROJECT; J:WRDN4W-[N IPh-3B SHEET NO. C21 E E C E (TYPJ 6-5 S352 �( rl co i'J I S353 I — — 57-- —I I 1 55 —_.53 _ I 5/ ,n 0 I � - SANITARY MANHOLE FOR FUTURE CONNECTION. ADD Icy STAB. BASE OVER SANITARY LINE SEC3 SEC2 7 z SEC4 C I 5355 S I n 80 f i �'. 6 5356 9 81i I I I I I I 65 95 535865 !3 i I / I I 67 5357 �— --- 76 I w 6 e PVC SEWER MAIN -,- 69 g� / _ 7.� �, l c 87 � �' 97 B PVC SEWE I MAIN _ 8 PVC SEWE� AIN I Qf �jlj'r �._�.--- T 9/ PH. 3A I I 1 I / I I 5310 9 �P8 1 I 9 7/ S308 - H. 3A t j �� I I I 8' PVC SEWER MAIN ;,L I I1 + I 73 6.9 PH90 I -Il I I �( ?,p� _ �i SxSI Q B PV� EWER MAIN 99 Ilii I I y. I •'/'STREET 'A'— . i PH 3A / j1 S33A 07 i, 5309 e r ".e --- -- ----- _ —I- PH.3A� 6- PVC FORCE MAIN 1 0 loo 2I� PH. 3A JA I�� _ _ X PVC 3' PVC FORCE MAIN rl PHASE 3A s 1 �I I I I 1 I I I I I I I I I I I I I I I I I I I I ONOTE: < PHASE 3A PROPOSED UTILITIES UNDER SEPARATE PERMIT. Dewberry° Dewberry Engineers Inc. 800 NORTH MAGNOLIA AVE SUITE Iwo ORIAN00, FL 32803 PHONE40T.S43.6120 PIGNEERING BUSINESS 47W SEAL r z�r o –moi r maw KEY PLAN ( �� SCALE NORTH 0' 60' 120' N REVISIONS 1 8-1417 TIS REV PER COMMENTS No. DATE BY D—Op9on PROJECT# 50083160 DRAWN BY TFS APPROVED BY RMJ CHECKED BY RAM DATE MARCH 2017 DATUM NGV029 TITLE SANITARY ASSET PLAN PROJECT: J:IARDN41Fin.Whase 3B SHEETNO. C22 E C E F FITTINGS ID Number Plan Sheet # Easting Northing Elevation Main Type Fitting Type Comments FMF1 C21/C32 FMF2 C21/C32 FMF3 C21/C32 FMF4 C21/C32 FMF5 C21/C32 FMF6 C21/C32 FMF7 C21/C FMF6 C21/C3232 FMF9 C21/C32 FOR( -'F MAIN LOCATION LIFT STATION ID Number Plan Sheet # EastIng Northing Elevation Comments LSO C21/C32 EASEMENTS TRACT P CORNERS ID Number Plan Sheet # Easting Northing Elevation Main Type Type of Shot Construction Method Material Pressure Class Manufacturer Comments FSTC11 C21/C32 FSTC12 C21/C32 FSTC15 C21/C32 FSTC16 C21/C33 �aradaaea.,a, (',FNFPAI INFO COBectbn Date P Name Son orNm Su orlbnsa Sure or ConbadorNm cw,trac+or c M Pmkd N� V I 20 Rac4mreneee mr e"- or coor�aem xtrw, b E�ervaM x cdzacbra Aaa�ns�merm arwewe�y deflectlole han mwYeE coordarnb W eJeanmx Pmr'4 a utlque a•..r 10 (bp of IYpe aMb eM fi5rya) b each ufy aM ypa, mrrbereo eeRue�aP/ elvp Em pke real @cmErq chxgea b daec6on) from eaM1b nman of Yq doe. Then brare.Mavtl aeNca afM sorerC54'VPa can ba mvrtem0. Illsrecomrc WVateachuedy (veer, vesm emr ar ractrired aebr) Mn — bm,Y x aa+.nrnesha5m hom un om. TNa wu amn o<aaN>ayar.,a eoaentinc ww�u air mo i�.tavai aan me aorHNee1 m� are c�anaa m eta acreaaa�,cer FOYmn PAarm sopy4q aM ws:np m Sa deMCBon b5b epreafsreeL SEAL K REVISIONS PROJECT# 50083160 DRAWN BY TFS APPROVED BY RMJ CHECKED BY RAM DATE MARCH 2017 DATUM NGVD 29 TITLE SANITARY ASSET TABLE PROJECT: J:WRDN4TH.Whas63B SHEET NO. C23 Dewberry® Dewberry Englneers Inc. BOONORTH MAGNOLIAAVE SURE 1000 ORLANDO, FL 32803 PHONE:407.843.51W ENGINEERING BUSINESS A794 SEAL K REVISIONS PROJECT# 50083160 DRAWN BY TFS APPROVED BY RMJ CHECKED BY RAM DATE MARCH 2017 DATUM NGVD 29 TITLE SANITARY ASSET TABLE PROJECT: J:WRDN4TH.Whas63B SHEET NO. C23 E C E n r MANHOLES ID Number Plan Sheet # Easting Northing Rim Elevation Invert Elv N Invert Ely NE Invert EN E Invert Ely SE Invert Ely S Invert Elv SW Invert Elv W Invert Eiv NW Manufacturer Comments S350 C21/C30 S351 C21/C30 S352 C22/C31 S353 C22/1331 S354 C21/C31 5355 C22/C29 S356 C22/C29 5357 C22/C29 S358 C22IC33 S359 C21/C32 S360 C21/02 S361 C21/C32 S362 C21/C32 S363 C21/C32 ANOUTS 1 EXISTING CROSSING ID Number I Plen Sheat #Eastin Northin Exisnn PI o Elevation Pro sed crossin Elevation Existul Men Gammon!. 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FUSE MANN — _ H.3A PV D REUSE MAIN _� 15�I it li Cl0 --- \ I,1 0.> y , - - ' '- --. _—. - --I VALVEV & BLOW -OF - II L RSTBl6 m ��/� TO NIL M7 1, RSTCl6 -REUSE MANN i�- /0/ , I ' I' t , RSTB15 Jo /02 I RSTC/6 1j I 1 I � 6'PVC REUSE M r, T I A/ T N RSTBl4 .,_ I 1 CIL kl \, RSTC/4 03 0-Y 05 --- �... C Q qg B PVI FUSE MAIN �i J RSTC/3 RSTC12 �' I RSTC/l i l i J.� I � I II i � � °1 _- \ yjt\ - ' I RST813 QAV _ i RB0V4 � I I it RSTB12 d l09 /Of3 107 .36 flY 11 z ,`v Ph'�AS �� 3A II Rsrea � v. � --_ __- ' RWF2'57 I A \ V `� - RWFI A F 1 - — c, PROPERTY R�yI _ , — ,I "� � - BOUNDARY RBOVI— (TYPJ _ EX/STING /2' PVC A REUSE MANN a 1 l i41 NOTE: PHASE 3A PROPOSED UTILITIES UNDER SEPARATE PERMIT. 1 Dewberry® Dewberry Engineers Inc. BOO NORTH MAGNOLIA AVE SUITE 1000 ORLANDO FL 32803 PHONE:407&13.5120 ENGINEERING BUSINESS A]41 PROJECT# 50083160 DRAWN BY TFS APPROVED BY RMJ CHECKED BY RAM DATE MARCH 2017 DATUM NGVD29 TITLE RECLAIMED WATER ASSET PLAN PROJECT: J:WRDN4LFinaNlhase 3B SHEET NO. C25 E C E I 9 I I RGV5 1 RBOV3 g I 1 j�1 11 1 11 i \ � I RSTL31 PROPERTY BOUNDARY \v ITYPJRGV4 ;1 \ - _ — RBOV2 I G S I RSTL30 I 1< I 13� I �2 RGV7 6--' Pf VC REU _I MAIN � 1 = �� RB OVI5 , RSTB22 (3 RST[29 60 RSTB2/ 67 77 RSTC22 RSTL28 93 59 RSTC2/ 1 RSTL2792� 75 137 ��RSTB19 I I F ?? I tI l r 6' PVC REUSE l MAIN 70 K_ J 6' PVC REUSE MAIN —__—� I RSTL26 �! f RSTC20 '( K-1 II I:� Fif3 I I I I I 7/ I RWFS I 98 �:� ( I -- -- -- l �l PVE B OW -OFF RSTCl9 1` I I I RSTBlB RWF4 REM f�EMOVE VALV ----- --- it I VALVE 72 /'' �( d9 TO E .6,PVC ;,o TO EX/; `-- REU�'M4/N I� I FUSE 9-9 53 r/PH 3AZ / 81 PVC REUSE MaN STREET 'A' _( RWF3 jl RSTBn 62 RGV3 y--- -- RREDI o F PVC REUSE MAIN I PH.6 5/ a �I i Ex. PVC REUSE MAIN II 100 i 1 { I : REMOVE BLOWOFF VALVE & TIE TO EXIST.6 PVC REUSE MAIN A PHASE 3A 1 I 1 1 1 1 1 1 1 I I I I I I I I i I I I I I 1 I I QNOTE: 1 PHASE 3A PROPOSED UTIL?IES UNDER SEPARATE PERMIT. Dewberry® 1 60' 120' r Co 10 N Q \ D- w W LLI >-, U / 11 �� I 1 1 / I � � / I �1 1 > 1 � 1 1 � 1 2i \ a PHASE 3A 1 I 1 1 1 1 1 1 1 I I I I I I I I i I I I I I 1 I I QNOTE: 1 PHASE 3A PROPOSED UTIL?IES UNDER SEPARATE PERMIT. SCALE Dewberry® Dewberry Engineers Inc. 8NONORTH MAGNOLIAAVE suI 1000 ORLANDO, FL 32803 PHO NE:401.843.5120 ENGINEERING BUSINESS AT&t 60' 120' r Co 10 N Q D- w W LLI W Q 0 U SCALE NORTH 0' 60' 120' N REVISIONS m�m- PROJECT# 50063160 DRAWN BY TFS APPROVED BY RMJ CHECKED BY RAM DATE MARCH 2017 DATUM NGVD29 TITLE RECLAIMED WATER ASSET PLAN PROJECT: J:WRDN41Fh4Ph-3B SHEET NO. C26 E C NI / // / / ID Number RW Fi RW F2 RW F3 Qae� R LN -F-10 P Nm scar orNm s ortJoxw s ConfractorNm ceao-aaarc OC Pro aNwober Versbn 2A E PecomreMal b ease aua&+a6m Ee6wsn ro EMn=rraM the Cabxmla AseLL¢Su�eYor u brff kv) ry tleextlm+ham came M coardnY.f re e --v Prank a —t l0 (mP a A.fi9rvyr) Wb W mr exM1 --ya.M hPe, nnbueO --yamy ro PM trn (rcAdry chn9<o N tlic/m) from e'arib frhh of ro qPG Tl�enrAkkP ani craw aro score Secy uae oan x mo,merea. 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C27 -1 9 q A G E D C B RECLAIM MAIN LOCATIONS ID Number Plan Sheet # Eastln Northing Elevation Main Type Type of Shot Construction Method Material Pressure Class Manufacturer Comments - W RSTL26 C26/C29 RSTL27 C26/C29 0 Q = RSTL28 C26/C29 RSTL29 C26/C29 U RSTL30 C26/C29 RSTL31 C261C29 RSTA11 C25/C30 RSTA12 C25/C30 RSTB11 C25/C30 RST612 C25/C30 RST813 C25/C30 RST814 C25/C30 RST815 C25/C31 R5T816 C25/C31 RST817 C26/C31 RST816 C26/C31 RSTC11 RSTt319 C26/C31 RSTC12 C25/C32 RST820 C26/C31 C25/C32 RSTC14 RSTB21 C26/C31 RSTC15 C25/C32 RST822 C26/C31 C25/C33 RSTC19 RSTC10 C215/C32 RSTC20 C26/C33 RSTC21 C26/C33 RSTC22 C26/C33 RA INFO mb otaasaabl ColcUon Data Pr Name smv w s or IJwtse s or ' ContraGw NaeR cono-acfac CPN NimEer Vessbn 20 E PttoimeMM tar sax W cocr3neFcn EeM.an tla EgeWer ertl CWacb(s br.11) eg p d P"uteYv EePoctlom hbn suwYM coordruba and eles0a'¢ Pmke a wiT� esset IO IbP cf P'Pa Wb eM htiepa) br 5* of euh�WW rv.- tlaMY slug tln PA a Mfv�ebfiM ehar3ae In afraeon)4um.1. a h me dog TMn maacnea and oernca orma aa�re awa vw con na m,�i ,aa. um recommebea wt each a�Y ,A,. 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TIS WO eim wpvtloCm •s1 conerteW acrtrq ahr tl+e NBAE� asset hOb Pnfraleel hM are cmtlr N In M epreatlYeet W Wren pior b coP/bq ab paRnp b tlq dehc7an dbk Woadsfs±eL a fp Dewberry® Dewberry Engineers Inc. 800 NORTH f.+AGNOLIAAVE SUf]E 1000 ORIANDO, EL 32803 PHO!lE:407.84J.3120 ENGWEERING BUSINESS-S]4e LL a UJ - W w W Q 0 Q = o U RSTC11 C25/C32 RSTC12 C25/C32 RSTC13 C25/C32 RSTC14 C25/C32 RSTC15 C25/C32 RSTC16 C25/C33 RSTC19 C26/C33 RSTC20 C26/C33 RSTC21 C26/C33 RSTC22 C26/C33 SEAL o rz REVISIONS PROJECT# 50083160 DRAWN BY TPB APPROVED BY RMJ CHECKED BY RAM DATE MARCH 2017 DATUM NGVD 29 TITLE RECLAIMED ASSET TABLE PROJECT: J:WRDN41PInaMhase 3B SHEET No. C28 - W w W Q 0 Q = o U SEAL o rz REVISIONS PROJECT# 50083160 DRAWN BY TPB APPROVED BY RMJ CHECKED BY RAM DATE MARCH 2017 DATUM NGVD 29 TITLE RECLAIMED ASSET TABLE PROJECT: J:WRDN41PInaMhase 3B SHEET No. C28 E C C B A Dewberry® Dewberry Engineers Inc. 800 NORTH MAGNOUAAVE SURE 1000 ORLANDO, FL 32803 PHOHE:40T.84Wn ENGWEERING BUSINESS -0184 SEAL aa� KEY PLAN IY H SCALE NORTH 0' 50' 100' REVISIONS PROJECT# 50063160 DRAWN BY TFS APPROVED BY RMJ CHECKED BY RAM DATE MMCH2O1T DATUM NGVD 29 TITLE PLAN & PROFILE LAKE SIMS PKWY PROJECT: J:WRDN4TIn.TPha 3B i SHEETNO. C29 LEGEND CONTRACTOR TO REMOVE EX. BLOW -OFF VALVE & CONN. INTO DESCRIPTION EX/STING PROPOSED STA24.90J7 MATCH EX. EX. 8' W.M. CONTRACTOR TO SANITARY SEWER SYSTEM -�- �- EDGE OF PVMr. REMOVE DEAD END BARRICADESTORM LEAVE EX. VALVE CLOSED UNTIL SEWER SYSTEM PROPOSED UNE IS CLEARED FOR --'- STA25^03J7 PHASE LINE SERV/CE BY OCU & F.D.E.P. WATER SYSTEM—.+-- PJ.EOUATION FIRE HYDRANT +_ STA 23.875/ (LAKE SIMS PKWY) EX. S'JOB REUSE SYSTEM • STA /2.93.00 (STREET 'A -T) SSTA 2021H/L 654LF-8PVC WATER MAIN FORCE MAIN ---- PJ.EOUATION SrA 24.5667 (LAKE SIMS PAW) RIGHT OF WAY — - D364 22g-8' PVC Q 0.40% _ 5356 • STA 12.93,00 (STREET 'A-2) STA 25.67.66• /325' LT. STA 29.70,00, CIL 2191-8*PVC R 0.40% TYPE 'P-6'/NLET STD. SAH. MH. PHASE LINE SEE SHT. No. � STREET A' 2/" 20 /9 /8 'r' S357 STD. FIRE HYD. W/ STD. 0 BLOW OFF VALVE 27'-I8' RCP o 2.597 STA 27.8oLo. CIL GATE VALVE ASSY. W/8' G.V. (TEMPORARY) STD. SAN. MH. 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TYPE 'J•5' INLET D360 /22'-36' RCP O 0.60% STA 30.3879, OL' RT. TYPE J-77' MANHOLE Q 668LF-8 PVC REUSE WATER MAIN NOTE: THE PROPOSED DRY -LINE GRAVITY MAIN AND MANHOLES IN STREET 'C' ARE TO REMAIN PRIVATELY OWNED AND LAKE SIMS PARKWAY MAINTAINED UNTIL DEDICATED TO OCU WITH FUTURE DEVELOPMENT. THE MAINS SHALL BE TESTED AND INSPECTED PER THE OCU STANDARDS AND CONSTRUCT/ON NOTE: PAVEMENT 24'WIDE W/25' RADII. SPECIFICATIONS MANUAL AT TIME OF INSTALLATION AS 52 ROW NOTE: WELL AS AT THE TIME OF DED/CAT/ON TO OCU. CORE-DRILL VG OANGIY£?MAHLE O TO ROPo INTO SANITARY R0'El OCU DETAILS ON SHEET C42 Cci cq ql `tt IT7 to r? iV T I I �`-� In n i j q �iJ `;I ( 1 I F N7 03 Q' d Z� u� to R 1D hR N a N •i ' d W "�� EXISTING O OUND PROPOSED PROF) (CIL E A T.) M W M REVIS GRADES D PROfI I 145 ( n, 2 a1 b ' n W 4�W �W .i �IL �iai W GRINS S355 W W /45 140 lO' l3i✓! 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EPARATION lAO'jSEPARATION 4 OVER STJ OVER $ANN IR.W n rt + C 1'J" ,r C ! _.._ 1115 120 --..__�... --- - - -- ----- -- -- / IAO' OPERATION Q _ /2_O it J ., _"J (SAN OVER STJ //O rlSAN I. OVERATSTJ � IISANSOVERATIONS rJ 1 S �7) FR T/J' //0 1/5 115 I 1 j ii /0 ,00 /1.00 i l2 i00 /3100 /4 i00 / 100 //•00 12.00 1 /3100 /41'00 111I Dewberry® Dewberry EngineerslnD 800 NORTH MAGNOLIA AVE SURE 1000 ORLANDO. FL 32803 PHONE:J07R43S120 ENGINEERING EUSINESS -0741 SEAL 'mac KEY PLAN ) { -�1 Irr:1 /l�fi SCALE NORTH 0' 50' 100' REVISIONS PROJECT# 50083160 DRAWNBY TFS APPROVED BY RMJ CHECKED BY RAM DATE MARCH 2017 DATUM NOVO 29 TITLE PLAN & PROFILE STREETS "A" & "B" PROJECT; J;WRDN41FInaAPhase 3B SHEET NO 1_:I 7 C 0 A Dewberry® Dewberry Engineers Inc. 800 NORTH MAGNOLIAAVE SURE 1000 0RVJl00, FL32803 PHONE:40T.843.5120 E14GNEERING BUSINESS 8104 SEAL �mn Lo#S mai �LL KEY PLAN it I. #� �. 1711' SCALE NORTH 0' 50' 100' REVISIONS PROJECT# 50083160 DRAWN BY TFS APPROVED BY RMJ CHECKED BY RAM DATE MARCH 2017 DATUM NGVD29 TIME PLAN & PROFILE STREET "B" S PROJECT: J.%RDNMFInaIXPhasa 38 SHEETNO. C31 LEGEND DESCRIPTION EXISTING PROPOSED SANITARY SEWER SYSTEM —_O_— --�— STORM SEWER SYSTEM WATER SYSTEM --0a--— FIRE HYDRANT — _ REUSE SYSTEM --�-- - �" FORCE MAIN ---- D356 841LF-B' PVC WATER MAIN RIGHT OF WAY — - STA 18.50!3, /325' LT. TYPE 'P-6'INLET STD. FIRE HYD. W/ D352 GATE VALVE ASSY. 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EGUAT/ON STASP2695 !STREET 'B'1 • STA /0-00,00 (STREET 'A-2) STREET "B" NOTE: PAVEMENT 241 WIDE W/25'RAD/l. 50' ROW R Ot 00 f�� Q R m In 1( p N M m V n a1 7484' CUL -DE -SJAC ti h V• SEiNr1O -- d• � N E ISTING ROUND 150 � �Wdv° d� �ijW a. W d advW e o--- . W� d J �� POSED- PROFILE (C/ GR E L/NE W N J tu — _ 145 -- --- ---- -- 0352 T P 139,66 -._._..._.... --__. - 5354 — TOP 140.0! ,0357 r 5.35•--_ TOP /39 TOP _--- /4028 I T ----D 355 ( TOP __ /4053 _ 5352145 TOP ------ -------- 0353 D35,8 D356 ( j D354 L n v ) TbP 13956 TOP /3978 TOP /39 TOP 114074 j 140 (_"_5I0y _ .)oso% - - (-)05oi_i _ r•)o o% Plt wuASPvc RW ------ 140 I Lu rryc wwe,Pvc _mz j /35 - ® ,RCP l30 24RCP j 18'iRCP INV. /3/56(/5'1 /AV,' /348IXN! �- IW. /32357/87 l3O lV �P - - " --- --- I , I -- INV. /13232!!81 --_---- .._—._ -- ----- - -- -- �- INK /3/22(24)'— /NV, l3%,07f2fi1 INVI j /NVi 13368(Sl /335/!1(! 13351(E) /NV INV. INK /3/35(18'1 1347IX51 INV. /32,2&!8'1 INK /3/81(18') E ISTING HGW 12--- - - ... 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C31 11 jo C B A 1 1 2 3 4 5 Dewberry' Dewberry Engineers Inc. 900 NORTH MAGNOLIA AVE SUITE 1000 ORLANDO, FL 32903 PH ONE407.943.5120 ENGINEERING BU SINESS -0791 SEAL oLL� KEY PLAN ! lt , z :_-irkl irr SCALE NORTH 0' 50' 100, REVISIONS 16.14.17 TFS REV PER COMMENTS No. DATE BY Du,rlptlon PROJECT# 50083160 DRAWN BY TFS APPROVED BY RMJ CHECKEDBY RAM DATE MARCH2O17 DATUM NGVD20 TITLE PLAN & PROFILE STREET "C" PROJECT: J;LARDN41FIn ftPha 3B SHEET NO. — — — D374 S362 t 4I'-24' RCP O /50% n2'-18' RCP 0 2.00% LEGEND 93' lB RCP Q 0 2/% STA 10.4233, 61Y LT. TYPE 'P•7T' MANHOLE STA l0 52D0. 6A RT 277 8 PVC O 250% STD. SAN. MH. LINED DESCRIPTION EX/ST/NG PROPOSED Qt D372 64ILF-8 PVC WATER MAIN SANITARY SEWER SYSTEM --0-- --+— STD. FIRE HYD. W/O6 GATE VALVE ASSY. \ ` STD. 2•BLOW OFF VALVE STA 1/•83JO, /325' LT. \I0� TYPE 'P-5'/NLET \ io8 \ \ \ \ !09 D370 STA 13.50.00, 171YLT. STORM SEWER SYSTEM WATER SYSTEM \ W/8'G.V. TYPE 'P•7T'MANHOLE FIRE M'L7RANT _ _ +_ STD. 2' BLOW OFF VALVES�� STD. FIRE HYD. 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MH. \ \ \ \ o 569LF-6' PVC REUSE WATER MAIN 635LF 6' PVC FORCE MAIN I VE MAT � H 1550-00 EX, D326 r �\ � N•/55560085, E-487�i92O3 TYPE 'P•7T' MANHOLE _ � -� TOP 9220 1W.8783 (CORE 1 STREET °CI NOTE: PAVEMENT 24' WIDE W/25' RADI1. 50' ROW R IIS ♦, CUL. -DE- AC M o Lo ,,^ Q REV/S GRADES--- D PROF/ ti SEL7N10 - — - — — -_.--- ------ W o o EXISTI G GR D � � EXISTING HGW V-- I 120 __. --I ---I- -. --..-- - 1141 W — 4 W 5.359 — -- 120 W tS� PROPOSED 0368, D369 T1 7P 11691 ll5 1 a fu v d m rnW PROF (C/L P�MTJ GRADE LE L/NE 0 TOP S36I /1233 �- TOPS N52� 5360 — � (•>3A0 TOP 1139/ LQ 5 //5 ----- .- ------ -- � 1. - -- ----- TOP II/Z6, -- _ — - - --.---- RCP t ^ //0 105 1 5363 5362 TOP lO/J2 D372 TOP /0626 0371 TOP /07,55 J/ / / l5' - - !/15. / RCP _ (3uN" vi _ >t - i I✓ .. .. --- - ByI6 Y j6 i --- --' /yCP /N✓. 103 , --_ . 151) - - la RCP Q I� 6IXN1 1077IXSE - - - ------ /NV. 11055(03681 --- I INV. /10.46(03691 INK 10924(D369) /NV. 10525(W) - — -- .IHV.1033 SEI - - — `�J --- 4- F-1 -- - --- ---.__..- ---- -- -- --- - -- - ------ ---------L.----- - 105 ! /00 /100 /100---- -- - -- ---- -� TOP - � TOP /0070 '- --- .. _.- TiP 99.18 t t - -- --- --- 74 10076 - --- -..--L_ --..._.. - ----- ----I //I // �� - -- - lNV /07.42'/8'1 j 95 . ��-p - i 24 RCP — I 1 INV. 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O- I SEPARATION OVER SI85 J_- I ( I QI(SaSOVERASIJ -- - ----- -- - 1000 /h00 1200 /3J,00 1,4 X00 15•;00 Dewberry' Dewberry Engineers Inc. 900 NORTH MAGNOLIA AVE SUITE 1000 ORLANDO, FL 32903 PH ONE407.943.5120 ENGINEERING BU SINESS -0791 SEAL oLL� KEY PLAN ! lt , z :_-irkl irr SCALE NORTH 0' 50' 100, REVISIONS 16.14.17 TFS REV PER COMMENTS No. DATE BY Du,rlptlon PROJECT# 50083160 DRAWN BY TFS APPROVED BY RMJ CHECKEDBY RAM DATE MARCH2O17 DATUM NGVD20 TITLE PLAN & PROFILE STREET "C" PROJECT: J;LARDN41FIn ftPha 3B SHEET NO. — — — 10 U C B A 1 9 3 4 1 5 l Dewberry® Dewberry Engineers Inc. 000 NORTH MAGNOLLA AVE SUITE 1000 ORLANDO, FL 32803 PHONE: 407.843.5120 ENGINEERING BUSINESS 47M SEAL a 11 KEY PLAN rly r M f `)6'1 SCALE NORTH V 50' 100' +Z REVISIONS PROJECT# 50083160 DRAWN BY TFS APPROVED BY RMJ CHECKED BY RAM DATE MARCH 2017 DATUM NGVD 29 TITLE PLAN & PROFILE STREET "C" PROJECT: J:W2DN41FInaWhase3B SHEET NO. r C33 LEGEND DESCRIPTION EX/STING PROPOSED SANITARY SEWER SYSTEM --0-- --�— CONTRACTOR TO REMOVE EX. STORY SEWER SYSTEM BLOW -OFF VALVE & CONN. INTO EX. B'W.M.CONTRACTOR TO WATER SYSTEM CONTRACTOR TO REMOVE EX. BLOW-OFF VALVE &CONN. INTO LEAVE EX. VALVE CLOSED UNTIL F VALVE BLOW -OFFPROPOSED LINE IS CLEARED FOR FIRE HYDRANT — _ REUSE SYSTEM . RECTOR TO LEAVE EX. VALVE CLOSED UNTIL D366 SERVICE BY OCU & F.D.E.P. FORCE MAIN ---- PROPOSED LINE IS CLEARED FOR STA 18.3077. /325' LT. SERVICE BY OCU & F.D. .P. TYPE "P -W INLET RIGHT OF WAY — - PHASE LINE S3/O S3/2 STA 19-20,00, CIL 479LF-8' PVC WATER MAIN STA 17.00,00. C/L STD. SAN. MH. Q STD. SAN. MH. 1 05LF-8 PVC WATER MAIN O p _ � 9/ 299'-8' PVC a 0.40% II 200`-8*PVC v 250% �� 'tom92` 116, ;N psra 2r20m. CIL 1 '( Iy�a 1 — �.p y -- STD. SAN. MH. -,� - 94- STD. FIRE HYD. W/ -RCP 1 4 - GATE VALVE ASSY. C31 Z r J �' R 032% 99 98 r ; ,vi I i, a 97 /jf L 4 I.J m 0 100;' V I T �/� t EX. 53/l a t ' 4*— OW OFF VALVE STD. G. W/8' G.V. z � - REMOVE EX. BLOWOFF � gg �" _ ,, 0 01 /O/ I� - EX. Dap VALVE & CONN. INTO 4 . _ EX. 6' R.W.M. r I75LF-6' PVC FORCE MAIN REMOVE FORCE0367 MAIN PLUG ; STD. 2' BLOW OFF VALVE W/6' G.V. I75LF-6' PVC REUSE WATER MAIN STA 18.25,02.1325' RT. PA EQUATION TYPE 'P-5'INLET REMOVE EX. BLOW -OFF STA17.8055 (STREET 'C) 190LF-4'WIDE 'A) ' 4'CONC.S/W VALVE & CONN. INTO • STA /6.2536 (STREET .-J Up EX. 6' R.W.M. - STA 17.28.49 MATCH EX. STA 18-22.77 MATCH EX. 446LF-6'PVC REUSE WATER MAIN EDGE PVMr. REMOVE EDGE PVMT. REMOVE DEAD END BARRICADE DEAD END BARRICADE STA 17.23.49 PHASE LINE STA 18.38,03 PHASE DHE 0 NOTEr THE PROPOSED DRY -LINE GRAVITY MAIN AND MANHOLES IN STREET 'C' ARE TO REMAIN PRIVATELY OWNED AND STREET ILII MAINTAINED UNTIL DEDICATED TO OCU WITH FUTURE DEVELOPMENT. THE MAINS SHALL BE TESTED AND NOTE. PAVEMENT 24'WIDE W/25'RADII. INSPECTED PER THE OCU STANDARDS AND CONSTRUCTION 50' ROW SPECIFICATIONS MANUAL AT TIME OF INSTALLATION AS NOTE, WELL AS AT THE TIME OF DEDICATION TO OCU. CONTRACTOR TO CORE -DRILL INTO EXISTING SANITARY MANHOLE AND INSTALL PROPOSED GRAVITY PIPE PER R OCU DETAILS ON SHEET C42 N P, �i IrJ ql ti] 19 (\, i) r1 R N Ml 7L44' CUL-LIEJSAC '1 N F a , n1 L GRREVISED PROFILE TRANS. SECT' I 135 V � d�R d"1 ZM;q UN'ip Q� i �W rpW (n p (1/ii Iq F-� rl . V tt k'I d � Zh VN S h�t �W — EXIST/NG GROU D W^ \N _ W - S� �N NSI W W _— 135 130 _ _ F V `V PROPOSED (G�ROFILEI G�ADE - /L PVAI L/ E _ -- TIJP 1195 %fJ 013 T P 1252 366 YOP 12526 EX. 53/0 110P 12 TO560 L.. _ 5358 TOP 127J¢ O V, pd, U V1 Z — ----- -- -- -- — — --- /30 1ST/NG vi Ek S312 for Fz3r I 125 'EXISTI G' X125 wwarvc w ' RCP 120 � . --�r } �� i, r �r yMx .r_ 0' \ /2079ID3661 i � o � - � INV. 1202IXN1 -- I — - --- - -- ---- --- � --- //5 T / r- •� -'.' r4�\` .e- _ INV,I13 1W.1113 . 116,04(N -- I !J nNJ� \ \'� l /'Cly I /NV. 1207IXD3611 E /5T/NG -E) T I ffi lsl 1 l n!. IJf3hStS, 'fX INK (CORE IHVJ STING N9J8(S, — ------ EX/STIIyG SHGWII - —_..--- -- - - --- 115 — //0 � J /HV. /145 !CORE 1W.) ---- � q"")5fS1 INN. 117,IC") Mv.1/ 7f PJ --- ,r(.,,_ — --� --- - ---- -- //o V /05 / _--- I _—ii u 4; I.. SEPARATION o (ST. DVE ? SAND 1— -- — -- - -- — - /00 /00 16 00 j /7J,00 j l8 i00 /gL 20i•00 2/ 00 22i•00 2300 24I 00 l Dewberry® Dewberry Engineers Inc. 000 NORTH MAGNOLLA AVE SUITE 1000 ORLANDO, FL 32803 PHONE: 407.843.5120 ENGINEERING BUSINESS 47M SEAL a 11 KEY PLAN rly r M f `)6'1 SCALE NORTH V 50' 100' +Z REVISIONS PROJECT# 50083160 DRAWN BY TFS APPROVED BY RMJ CHECKED BY RAM DATE MARCH 2017 DATUM NGVD 29 TITLE PLAN & PROFILE STREET "C" PROJECT: J:W2DN41FInaWhase3B SHEET NO. r C33 E C C E OUTILITY A DRAINAGE, ACCESS & --- , SIDEWALK ESMT. IS DEDICATED ' =-- I ------ _. - OVER ALL TRACTS. I \ - I . S362 . \ STA. 10.52DO, 6.0' RT STD. SAN. MH. LINEDQi TOP /O/j2------ -" INV. 92.81(W) -------- - INV. 92.7/(NE) ASPHALT OR CONCRETE _ -----�( TR 6' PVC I\ I L a E ' MAIN E - ro 6 100.30 � 1 100.E - �1 / 02 100. .02 100.6 \ ' TRACT / LINE 25' 2' WATER =-- METER /' -- 100.6 RPZ- 95 90 85 C 147LF-6' HIGH ,BLACK D ALUMINUM FENCE 6'XI8'VERT. CONC. 4' REVEAL ALL AF 'PVC 0 0.40% -2-8'WIDE PANELS I SW/NG GATE -18'-8' PVC 4120.40% ---- 100,8 WET WELL VALVE - VAULT \1 ------- -- ---------------- _ _ r 152LF-0 PVC -I ----- WATER SERVICE 25'LANDSCAPE BUFFER LIFT STATION SHALL BE SCREENED WITH HIGH HEDGE -TYPE SHRUBBERY, SUCH AS VIBURNUM OR LIGUSTRUM WET L TRACT "P" IS A UTILITY TRACT DEDICATED TO THE COUNTY. NOTE: LIFT ,STATION TRACT (INCLUDING DRIVEWAY) AND UTILITY EASEMENT SHALL BE DEDICATED TO ORANGE COUNTY UTILITIES. TRACTS WITHIN CITY JURISDICTION ARE TO BE CONVEYED VIA FEE -SIMPLE. ___-6' THICK 3000 PSI CONCRETE WITH 6'X6'XW2.9XW2.9 WELDED WIRE FABRIC _ RETAINING WALL LIFT STATION TRACT R' —PUMP OUT ----THE FIRST TWO FEET OUTSIDE THE CURB SHALL BE GRADED AT A SLOPE OF /O:1 MAX. �- 6" OF FOOT •57 STONE. 60 M1L GEOFABRIC WEED -CONTROL LINER UNDER STONE TW99.3 PG92.1 NOTE: ALL WALLS W96.9 30' IN HEIGHTCSHALLG 11591.0 HAVE HANDRAILS PER FLORIDA BLDG. CODE SECTION 10/.5. STD. SAN. MH. LINEDQ PG92 0 TOP /00.70 INV. 92.20(SW) HOSE INV. 92JO(N) BIBB 2` GATE VALVE W/ FIRE HOSE CONNECTION Q 1 LIFT STATION SITE PLAN GRADES REV/SED SCALE:"=10' WET WELL TRACT N-155548695, E-48744255 LINE a TOP 101J5 ; v 4 FLOOR 86.60,&-- RA.W.--: UTILIrY-1 EASEMENT LIFT STATION TRACT PLAN SCALE: 1"=20' J Dewberry® Dewberry Engineers Inc. Bao NORTH MAGNO AAVE SUITE loco ORIANOO. FL 32803 PHO NE:40t.843.5120 ENGINEERING BUSINESS At&1 SEAL cin #m LL� SCALE NORTH 0. 10, 20' +z REVISIONS PROJECT# 50063160 DRAWN BY TFS APPROVED BY RMJ CHECKED BY RAM DATE MARCH 2017 DATUM NGVD29 TITLE ORANGE COUNTY LIFT STATION PLAN PROJECT: J:W2DMThaWhase3B SHEET NO. C34 E C C B F T PLEASE NOTE THAT THE SUPPLIER AND/OR MANUFACTURER MUST PROVIDE FINAL SIGNED AND SEALED DRAWINGS FOR ALL ELECTRICAL ENGINEERING DESIGN AND THEIR CORRESPONDING CALCULATIONS. SPECIFICALLY THOSE COMPONENTS FOR PUMPS AND LIFT STATIONS. "> 0 O w A Z o Am > C)0 >c ZZ O (7 Z� ;um cm 1 0 Z O) In0 19 1 T 7 0 > 0 O Z O D S� Z Z N 0 m z m r > qAO IT Z Am X > (no ZZ 0l 0-4 Z (N- ;am O C0 m n N T Z > > 0 ;Z1 N O � O > Z > Z N G, NOTE: USE PLAT FOR ALL CONSTRUCTION LAYOUT WORK. q A I ORAME COUNTY UT601ES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL 9 I - OPANGE000NTYUT4RIES ^ STANDARDSANOCONSTRUCTION SPECIFICATIONS RWIUAL DATE FebYary 11, 2011 DUPLEX -A PUMP STATION FIGUREA402 DESIGN SPECIFICATIONS t.VWUFACTURER: AESISULZER VOLTAGE: 460V. 60 HZ MODEL: XFP WILLOW.' 15 PHASE: 3 IMP: 1 vane k-nel H,P,: 33,5 DIA: 315 nun MAX. SOLID SIZE (31N M1NN): 3.15 W SPEED: 1787 RPM CURVE M)MBER 315 OISCHARGESIZE 4' (NOTE: ORANGE COUNTY STD. -6' SHUTOFFHEAD: 173 FEETTOH DISCHARGE FOR PUMPS GREATER HIGH HEAD CONDITION: 406 GPMAT134.4FTTDH_ THAN 30HP) MINIMUM HEAD CONDITION: 720 GPMAT 10T FEETTOH MiNIMUMSYSTEMOPERATINGPOINT:640 GPMAT96 FEETTDH NO ES: 11 1. FIT rn 2. m O M A 3' MIN 8" (TYP) ELEVATION X -ELEVATION ZZSFEET G H TOPELENATION OFWETWELLSHALLBEAMINLMUMOFI'ABOVE uZ THE 100 YEAR FLOOD ELEVATION AND THE ELEVATION OFTHE EOFABftIC 60 MIL -M- -DCO-MER WEEDC LLWER CROWN OF THE ROAD, +� v Ao. : o I'mF VALVE VAIRT C SEAL HOSESrGATEVIRB THI,w LIJ I E%PANSION JOINTS P 'N (OCU ONLY) -0 Yl ET WELL -MTSOF o AM"* •O -Wo, 6'fOf) Pa CONTFOLPMEL DI OUTLINE OF 2' IN DO ACCESS Z OPENING 1 I 12" MIN .R F REDUCER AS Fh 7 REQUIRED FORCE&WN J LL SLEEVE AND LE Z HOBDER CO ESSION SEAL TO THE FUTURE 1" SCH 80 PVC CONDUIT -- SCADA PANEL GRAVITY SEWER NOTES I. TMB DRAY+VIGISPROV6)EDASREFERENCE0-DESIGNENG3tEER I URROVDEASITESPECON:DRAY G) W_ -Es. 4. TMS OLVENS-.7S --FROMTHE CENTER OF- WETYIE -TOTHE -UCBTMT EASENE]RLLYR, SHALL BEEOUPLTO CRGREATER TWIN-DEPFI-WETWELL C NOTES: X 1. SEE FIGURE A402-1 FOR DESCRIPTIONS OF DIMENSION SYMBOLS. m A }N W 316 SS TO D.I. TRANSITION RESTRAINED FLANGE ADAPTER FLANGED COUPLING ADAPTER RJ 0 4°316 SS(TYP) GOOSENECK VENT WITHSSSCREEN CHECK VALVE WI LEVER B EMERGENCY PUMP OUT CONNECTION FEMALEWCCONNECi AND m WEIGHT CHAIN -LOCK CAPON .. PER' WALL SLEEVE &COMPRESSION SEAL (TVP) PRESSURE GAUGEJ'�:-R-ES-ENTOATTVE PERCOUMYALUMINUMACCER G HATCH 316 SS DI PIPE ISHOWN ROTATED (S W/LOCKSET AND RECESSED P) PET COCK VALVE 90°FORCLARITY) rn HANDLE PRECAST PLUG VALVE (SEE NOTE 3) N CONCRETE TOP ALUMINUM ACCESS HATCH POWER CABLE B WILOCKSETANDRECESSED I A HANDLE FLANGED RISER PROTECTIVE LINER m I VALVE BOX 8 COV ETE GEOFABRIC LINER COLLAR 6" TH C (60 MIL) �'�' I ELEV.T ''�� FINISHED GkADE ELEV. U \ T MIN DIA SCH 40 TYPE 316 C SS DUAL SLIDE RAIL Z L (PER MANUFACTURER) HEAVYDUTYTY 4 I m GCHAIN (SEEPE3166S (IEE NOTED PLUG VALVE MJ TEE •' �'.'• •• %' - SECOND HIGH LEVEL 3' SCH 80 PVC VALVE VAULT DRWN(SLOPE C 3 ALARM (SEE NOTE 7) CONCRETE BASETO SLOPE }'PER FOOT 6"d1a.FM HEATSHRINKSEAL(TYP)-1 FDRAINPIPET)12"PER TEE WITH BLIND FLANGE. LIQUID LEVEL HIGH LEVEL ALARMS ELEV V VALVE VAULT MAY BE CORED IN v THE FIELD DIP PVC .D CONTROLS U LAG PUMP ON ELEVW 316 SS PIPE SUPPORTS ETAIL) RESTRAINED PVC INFLUENT " ELEV X _ LEAD PUMP ON ELEV X JOINT (TYP) z PIPE SDR 26 '• C (SEE OTE 9) N RES RIENT BOTH PUMPS OFF EDEN CONNECTOR R I ENOTE 5) n --IEL PO BASE O - Z .. S n 6 -12 OMC EW * 4'X6' INCREASER FOOTZ &'4'ELBOW O STONE! GfSOUT"/ , PUM19P BASE PLATE UNDISTURBED SOIL OR SELECTED COMMON FILL ,' +�:•-•�' T NOTES: (SEE DETAIL) COMPACTED TO 98% MAX DENSITY PER AASHO T-180 25 1. EACH PUMP SHALL BE FIWITH 6 FEET I"') OF TYPE 316 SS, 3/4" CRAIN ATTACHED TO THE LIFTING MFORAM AND AIRCRAFT RATED 11 " S CABLE C PROVIDED BETWEEN THE CABLE HOLDER AND THE CHAIN. 2. WALL SLEEVE AND COMPRESSION SEALS SHALL BE COMPATIBLE WITH LINER. ITL IF PV=4 N, LEVER OPERATED; IF PV>41N, WHEEL OPERATED. 3, I 4. ELEVATON X- ELEVATION Z Z 5 FEET. A 5.PUMP OFF ELEVATION TO BE PER MANUFACTURER'S MINIMUM SUBMERGENCE. CD 6. SEE FIGURE A402.1 FOR DESCRIPTIONS OF DIMENSION SYMBOLS. N 7. INSTALLED TO PROVIDE DRY CONTACT FOR SCADA B. ALL FLANGES:PIPE, VALVES AND APPURTENANCES SHALL HAVE 316 S.S. HARDWARE. T PLEASE NOTE THAT THE SUPPLIER AND/OR MANUFACTURER MUST PROVIDE FINAL SIGNED AND SEALED DRAWINGS FOR ALL ELECTRICAL ENGINEERING DESIGN AND THEIR CORRESPONDING CALCULATIONS. SPECIFICALLY THOSE COMPONENTS FOR PUMPS AND LIFT STATIONS. "> 0 O w A Z o Am > C)0 >c ZZ O (7 Z� ;um cm 1 0 Z O) In0 19 1 T 7 0 > 0 O Z O D S� Z Z N 0 m z m r > qAO IT Z Am X > (no ZZ 0l 0-4 Z (N- ;am O C0 m n N T Z > > 0 ;Z1 N O � O > Z > Z N G, NOTE: USE PLAT FOR ALL CONSTRUCTION LAYOUT WORK. q A I ORAME COUNTY UT601ES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL 9 I - OPANGE000NTYUT4RIES ^ STANDARDSANOCONSTRUCTION SPECIFICATIONS RWIUAL DATE FebYary 11, 2011 DUPLEX -A PUMP STATION FIGUREA402 DESIGN SPECIFICATIONS t.VWUFACTURER: AESISULZER VOLTAGE: 460V. 60 HZ MODEL: XFP WILLOW.' 15 PHASE: 3 IMP: 1 vane k-nel H,P,: 33,5 DIA: 315 nun MAX. SOLID SIZE (31N M1NN): 3.15 W SPEED: 1787 RPM CURVE M)MBER 315 OISCHARGESIZE 4' (NOTE: ORANGE COUNTY STD. -6' SHUTOFFHEAD: 173 FEETTOH DISCHARGE FOR PUMPS GREATER HIGH HEAD CONDITION: 406 GPMAT134.4FTTDH_ THAN 30HP) MINIMUM HEAD CONDITION: 720 GPMAT 10T FEETTOH MiNIMUMSYSTEMOPERATINGPOINT:640 GPMAT96 FEETTDH NO ES: DATE Jdy 16, 2014 1. PE RPUNIPMANUFACTURER'SREOUWEh1ENTS 2. DIMENSIONPAND ELEVATIONS Y AND Z MUST MEET BOTH FLYGT M AND ABS REQUIREMENTS. 3. ELEVATION X -ELEVATION ZZSFEET 4. TOPELENATION OFWETWELLSHALLBEAMINLMUMOFI'ABOVE .� 4" OF FDOTh6T STONE, THE 100 YEAR FLOOD ELEVATION AND THE ELEVATION OFTHE EOFABftIC 60 MIL -M- -DCO-MER WEEDC LLWER CROWN OF THE ROAD, S. SYMBOLS SHOWN IN TABLE ARE USED IN FIGURES A402-ZAND Ao. : o I'mF VALVE VAIRT A402-3. SUBMITTAL PURPOSE ONLY 1. ALL RADI 1/S' UNLESS OIHFRWSE SPEOFEA 2, AL. IMIENSIONS DL INDIES. •aE wa FRADIOI9 At10tE'S 2- l z 3. ALLOW 3/1W MNALUY YACI6NE 510q( GN A. w�c wipe w=2 FINISHED SURFACES. 05 1992 15111 Aa x'158 x 4. THCIOF.SS SHOM ARE UINIUM DRAFT 11118 ACCORD!1aY. w„ 6" DUAL RAIL BASE 5.ACTUAL FINISHED PMT 130/, 6. MATERIAL: ASIY A48 CLASS 30, Q 0 PC STANDARD DRAYNNGS GENBRAL DATE FcbV IL 2011 CHAIN LINK FENCE FIGUREA406 p9 GPLV CLIPS V MESH FASAK Y4MX SPACRIG 1V, TOCENTER(WAJ HIACKVINYL 11PTOP RAIL COATED POST CAP STRETCNERBARS as TE wwEs 4 M ROUND 12 OC TRUSS BARS 21•DNEPOST SCH 40 3- POST CORNER 2 NRNHUCI(LE /-TENSION WIRE SCH 40 MISHED ! ; 2500 PEI I GPADE �T. CW:CRETE -JT-- L6' 6J H m. FENCE DETAIL YB'AOJ BOX CUT HYP) TRUSS ROOS 31 DATE POST GATE 1, TEFRAME ECR40(TYP) CORNER �i f 2600 P51 / L PAVFMEM�'T�'T- FINISHED GRADE CONCRETE L CENIERSTOP S, 12'X Q.x 12' 1Y (SEE NOTE 2) DOUBLE S -G GATE CETAR NOTES: 1. TRUSS BARS ARE REQUIRED FOR EACH GATE SECTION AND THE FIRST SPAN ON EACH SIDE OF A CORNER POST ONLY. 2.PROVIDE CHAIN AND LOCK FOR SECURING GATE. 3. FENCING AND POSTS SHALL BE BLACK, VINYL CLAD. ORANGE COUNTY UTILITIES STANDARDS MID CONSTRUCTION SPECIFICATIONS MPNDAL APPENDIXA STM.ARDORAWINGS GENERAL DATE,- F,I-Pq 11, 2011 PUMP STATION GENERAL NOTES FIGURE A401 GENERAL NOTES: 1. GRAVITY PIPES ENTERING WET WELL SHALL BE MADE WATERTIGHT WITH AN APPROVED RESILIENT CONNECTOR LISTED IN APPENDIX D. 2. ALL LOCATIONS WHERE PRESSURE PIPES PENETRATE THE WET WELL SHALL BE MADE WATERTIGHT WITH A WALL SLEEVE AND COMPRESSION SEAL. 3. THERE SHALL BE NO VALVES OR ELECTRICAL JUNCTION BOXES IN THE WET WELL 4, WET WELL COVERS SHALL BE ALUMINUM WITH 316 STAINLESS STEEL HARDWARE WITH RECESSED LOOK BRACKET. WET WELL COVER SHALL RAVE 'CONFINED SPACE" ETCHED OR WELDED INTO COVER. 5. ALL HARDWARE IN WET WELL $HALL BE 316 STAINLESS STEEL. 6. PUMP NIlWUFACIURERSUBMERGENCEREGUIREMENTS SHALL BEMETASMINIMUM1L I. PIPE JOINTS IN THE WET WELLAND THE VALVE VAULT SHALL BE FLANGED. PIPEJOINTS FROM THE VALVE VAULT TO THE EXISTING FORCE MAIN SHALL BE RESTRAINED MECHANICALJOINTS. 8. CHECK VALVE ARMS SHALL BE LOCATED WITH THE SAME ORIENTATION U.. ALL ARMS ON THE LEFT SIDE OF VALVE). 9. REFER TO APPENDIX D FOR ADMIX, COATINGS AND LININGS. AGE COUNTY IfNRiES APPENDIXA NYy 9TANDAROFDRAIYING4 GENERAL DATE Jdy 16, 2014 DUPLEX PUMP STATION SITE PLAN FIGURE A4025 E THICK 3000 PSI CONCRETE p(A WTM 6'X6'X1Y29MY29 M WELDED YYIPE FABRIC R,nE � NI(FEllCE rnrt- s_4 as em+iPtcT INSIDE I� INSIDE 6'X18' CONCRETE CURB WITH .� 4" OF FDOTh6T STONE, 4' REVEPLPLL AROUND EOFABftIC 60 MIL -M- -DCO-MER WEEDC LLWER UNDER STONETOBE Ao. : o I'mF VALVE VAIRT 0 SEAL HOSESrGATEVIRB THI,w PRE CONNECTION FIRE H0.SE CONNECTION I E%PANSION JOINTS P 'N (OCU ONLY) m.P) Yl ET WELL -MTSOF U TY EAHEAtENi 6'fOf) Pa CONTFOLPMEL lSl%DE O'-0- PNIELS MN. GATE I ' IMW 4FTCLEAFANCE -Iaz IFR0b1 FENCE) 12�WA L - I ER METER (OCUONLY) .R MIN f WATER METER (OLD ONLY) Fh 7 2- WATER 6ERVIGE(OCU ONLY) FORCE&WN J _ MW L- WATER SERVICE (OLD (SEENOTES)ONLY) D LL WM-T '�\ I.nPNHOLE, LINED (TVP) �-E.O.P. GRAVITY SEWER NOTES I. 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B00 NORTH MAGNOLIA AVE SUITE Iwo ORAN00, FL 32603 PHO NE: 407,643.6120 ENGINEERING BUSINESS 1794 p(A C] M O a -W ll LU 0 W ^^� 0 SEAL o#� m a�' nLLN K REVISIONS PROJECT# 50083160 DRAWN BY TFS APPROVED BY RMJ CHECKED BY RAM DATE MARCH 2017 DATUM NGVD 29 TITLE ORANGE COUNTY LIFT STATION DETAILS PROJECT: J:IARDNMFinaWhaSe3B SHEET NO. C35 E-1 I vele FbaTll,fill GENERAL MO6E BIRe FIGUREA400 li ePAssIwsE PYa aNHsxw0el oEVKE e ,116�63� r stHnvvc iaE n 1 Pvt�O6wss e6 6Levv t'x yf'4r EtBOw ss NO,E NPN(iFA Y•vt t 3 LE NRe ;; is caA.fc �PGsr iFEssME G,WGE Cm.nsscc�ila53lSEEmSFIEC M1 Anox31 ,� RroPHVFG6tGL�TE a, C«artcn04 NRH IEE '-'.TO suTL'x sEu vAiERKL 4�v �NAn'r1<Lr06u1cH PB'E � cawtEcrPJN 0.s FERPr uiG 1FE COuuERaATFT`! {'xEOFPVEIR.sR La.zan Pna w � Puwrnxrmres: wswL+u eE s¢Em AccawvArea6a.wwurr Fvi. se:x_+ux, v coxcur b¢E ro BE z sal w wc. LPONEReEIRDERGROWa«1TtE WTSiAn«i SffEu.D SHULeE 3PWSE mMIA}PWSESOVRCEONLY. 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CUROI3�GVIxEx XoaLO:MPLOH VERiICPL VAY FiPE RG�Ar,~E�WISHAxWGa,GEFTEGn E�®�mb PERC'EMOFREF&E vuaFACNPER's REC«TVFraVmAn«i OT (119111 Dewberry® Dewberry Engineers Inc. 800 NORTH MAGNOLIA AVE SUITE 1000 ORIAN00, FL 32803 PHONE:40T.643S720 ENGINEERING EASINESS 4791 SEAL � LL� K REVISIONS 0 O W LUO O PROJECT# 50083160 DRAWN BY TFS APPROVED BY RMJ CHECKED BY RAM DATE MARCH 2OIT DATUM NGVD29 TITLE ORANGE COUNTY LIFT STATION DETAILS PROJECT: J:WRDN41FIn.Wha 3B SHEETNO. C36 E E E I n q A F SIGNAGE & STRIPING LEGEND Oj 24'WHITE STOP BAR W/ STOP SIGN & (/) B' CROSSWALK /-'DO NOT ENTER' SIGN /-'ONE WAY • (RIGHT) SIGN P 'ONE WAY• (LEFT) SIGN ON) B' CROSSWALK P 'ONE WAY • (RIGHT) SIGN /- 'ONE WAY• (LEFT) SIGN LVD LAND NOTE THE DESIGN AND INSTALLATION OF ALL SIGNAGE, STRIPING AND PAVEMENT MARK/NGS MUST BE APPROVED BY CITY OF OCOEE PRIOR TO PUBLIC USE OF ROADWAY AND TRAFFIC IMPROVEMENTS WITHIN THE RIGHT-OF-WAY. SQUARE GALVANIZED STEEL v O p 6' TO I2' TYPICAL STOP SIGN STOP & STREET S/GN DETAIL (UNLESS DiHERWISE SPECIFIED) TYPICAL TRAF-C c-1— -- CH�SSNALOK (TIP. 1. 12" eaiiE stoceua - slo2eux 9' STREET SIGN RIGHT - OF - WAY 1. STOP OR F 12, YIELD SIGN s E WAY R6 -IR ONE WAY SIGNING & STRIPING DETAILS R6 -IL STRIPING NOTES: I. ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC WITH RPM'S AND WILL BE INSTALLED /N ACCORDANCE WITH FOOT STANDARD INDEX 117346. LEGEND 2. FOR SIGN DETAILS, REFER TO THE 'STANDARD HIGHWAY SIGNS• PUBLISHED BY THE U.S. DEPARTMENT EX/STING CONTOURS f��--- - OF TRANSPORTATION, FEDERAL HIGHWAY H ADMINISTRATION, 2004, THE MANUAL ON UNIFORM PROPERTY BOUNDARY TRAFFIC CONTROL DEVICES (MUTCD). 2003. AND THE RIGHT OF WAY - - - FOOT DESIGN STANDARDS (LATEST EDITION). SO/LS LEGEND 34 3. PAVEMENT MARKINGS SHOULD BE PLACED AS SHOWN IN THE PLANS AND AS DESCRIBED WITHIN WETLAND LINE ----- THE APPROPRIATE TRAFFIC DESIGN STANDARD PHASE UNE ........ < INDEX (LATEST EDITION). Dewberry' Dewberry Engineers Inc. 800 NORTH MAGNOLIAAVE SURE 1000 ORLANDO, FL 32803 PN ONE:407.843.5120 ENGINEERING BUSINESS -s7& 0 Q m W 0 aw W wQ 0 0 =^ 0 LL U SEAL f w .- �w��" a� LL SCALE NORTH 0' 100' 200' N REVISIONS PROJECT# 50083160 DRAWN BY TFS APPROVED BY RMJ CHECKED BY RAM DATE MARCH 2OIT DATUM NGVD29 TITLE SIGNAGE & STRIPING PLAN PROJECT: J:WRDN41FInaKPhase 38 SHEET NO. C37 E C C E f TYPICAL SECTION - 52 RA.W. A -A V E S/US FARAWAY Raw. I r b 1 ( UTIL ESU(. 1 a ROY/. 1 SICEWALK OPEN SPK'E Conservation Area SIOEWNX No dumping, OPEN SPACE land clearing, or other ��' disturbance to native soils or vegetation is permitted beyond 1 this point For more Wann U. cantacl the 1 6�'G AN RI6BON CUflB p .bhns Rig N'aler Nanegemenl u8l (401) 659-5480000 7 ✓ �% 2GVY _ �% za ZWY. _ 12'X12' O 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 RA.W. A -A V E S/US FARAWAY Raw. I r b 1 ( UTIL ESU(. 1 a ROY/. 1 SICEWALK OPEN SPK'E LA405CAPE0 OPENr-E SIOEWNX OPEN SPACE 1 1 6�'G AN RI6BON CUflB ✓ �% 2GVY _ �% ZWY. _ _ ELVY. a % bb�A' B TYPICAL SECTION - RAW. VARIES B -B STREET 'A' TYPICAL SECTION 50'R.O.W.0-C STREETS 'A'.'R' d 'C bZ/61%7'rVAR/ES! 1 !DESIGNED BY OTHERS! REAR YARD DRAIN NOTE,TO BE OWNED & _ ALL WALLS EXCEEDING MAINTAINED BY HOA 30' IN HEIGHT SHALL SECTION D -D HAVE HANDRAILS PER SECTION E -EA FLORIDA BLDG. CODE WALL & DRAINAGE SYSTEM SECTION I0/5. TO BE MAINTAINED BY HOA A SEE SHEETS C11 -C12 FOR LOCATION OF SECTIONS A- 19 Dewberry' Dewberry Engineers Inc. 600 NORTH MAGNOLIAAVE SURE 1000 ORLANDO, FL 32603 PHO NE:40T.643.6120 ENGINEERING BUSINESS M SEAL �W o LLto K REVISIONS PROJECT# 50083160 DRAWN BY TFS APPROVED BY RMJ CHECKED BY RAM DATE MARCH 2017 DATUM NGV029 TITLE PAVEMENT DETAILS PROJECT: J.lARDN41 h.rPhese 38 SHEET NO. C38 E • i•I •i i• p8p REO REFLECTIVE B GNS SHALL S GNuu„„�u • HAVE A 4/NIWY T DIAVETER. N A.V�(� CONCRETE FOOTINGS ARE NOr REWIRED FOR DELINEATOR ppEE 1/1/ SUPPORTS. SUPPORTS SHALL SUpPOEHT� BE DRNEN 36 WrO THE GR Na 4 = VARIES VAR/ES ni DEAD END BARRICADE DETAIL N.T.S. FD.O.T.INDEX !7349 CASE N(RED REFLECTIVE BUTTGNS) E C E \�Buct aI SldwsWt GYff,Tyw rort f':: wnrh Lrawo¢ wu An -- R\a,/rrARova Rvr 4�m Fal vnnn LrarMaR f1wH ArM Made. lawnN rf. Fv Jjaq C --et W�a/r wv Gbrlp. aM vaNMur Cry,s4wdt 0b.Wv— b F1AQi.Ntlu AM/r344 ,rM /1JsK N/9OwrVt pr/ptr AW CMaa ea FAW. ,,= AUlG4 Lmvlro 16. I= AT *07= SWA-*51'V' Cue Abp CR 2E rd Be LN/N+r0. TYPICAL SIDEWALK CURB RAMPS AT INTERSECTIONS PER Faa.T.INDEX Na3O4 41415T FOLCON STREET A B -+—r NGTE,ALL FLOW ONES MUST AfAlArrANV UD.SOX MIN, I—A A I�___—_---- PLAN l2 l2 SECTION 8-8 SECTION A -A fSVN1Er WTTERI fY/AMI LTIRB 6 a ERI YVALLEY GUTTER & TRANSITION DETAIL MOUNTABLE MEDIAN CURB DETAIL cr63 rnMdEJuI-1i Y (4i _ cPreL44uoVeierows xn an WY£rf y+•E+P.JO'M e��r.ar� ww aorrr ewe w.a PLA4 VlEn CURB RAVP DETECTABLE WARNING DETAIL wrre Vr E v..axr nereCTAar£ wN+xMJ sVnFKc TO tL cAs/iM-PLCs ��i/f . rtevuce, sECTtlN LEir'"tlurnsue sae ry e£ raurso a e u o ' sEamx ns HAN&CAP RAVP DEiECTARLE WARw1m sty—E TO GE CASTiN-PVtE STANDARD TYPE 'F'CURB & GUTTER DETAIL Roadway Legend m Ddveuay. Approach and Sld a&6'Thkh-M=3.000 pel @28 days, 6' x 6who mash ®Sld—A: 4'T” -k'=3,000 psi gn days, ® Expam4mJ*L- bBumLiws%or board malarial l2'edck arel U depth ® mk*,u �ackV "JoInt,,,I width of sidewated, dohorhy or h}�, (t' H dsplh e Approach Trenaidorc Flair 3.• Curb she® be dropped If,rot mountable. Notes: Curb shag be dropped 8vagh d&avoty with 3' Vere tkxw each end ad —It forroaarwunlebie axb. AIwaodanslakesusedhform Mohave«moreof —t. — MIAMI CURB & GUTTER DETAIL Dewberry® Dewberry Engineers Inc. 800 NORTH MAGNOLIA AVE SURE 1000 ORLANDO, FL 32803 PHONE40T.6435120 ENGINEERING BUSINESS -0794 M I..(—W Q Q n- W W ZC/) W O W Q O Q BEAL 0� �LL REVISIONS PROJECT# 60063160 DRAWN BY TFB APPROVED BY RMJ CHECKED BY RAM DATE MARCH 2017 DATUM NGVD29 TITLE PAVEMENT DETAILS PROJECT: J:IARDN41Fha11Phase3B SHEETNO. C39 .4 .1 YARD DR - 1 EA ER—SE Rvnmac rdlll- OR— te ELLYA— sSS IRmr I LRI ev.I¢DI A T: ,PTB 374 RIPA & A ...<W., LA uFt^--s-rRr=-ss 'jj 1-12"1 H 3 2�i 9 0 1p A PLAN IV Ica..r V IN I.— SECTION Ham- & WALL REINFORCING SCHEDULES (TABLE tj TYPE C p" FL4H Tr- ll:Fi rime SECTION HDIUZOWM. WILL REINFORCING SCHEDULES (TABLE 2) rt— aW TYPE D YY C— iY ,L,N bb nou SECTION HORIZONTAL WAIL REINFORCING SCHEDULES (rMM 3) NVN All 11 1 1 ak TYPE E j(p 1 FOOT 0I,,,,C, 4 I DITCH BOTTOM. IS OM INLET TYPES C, DAM H DESIGN A, — —- 232^ 1 1017 II I1 2p T - II II II II IBI A I I A II II W I II II II II t \--4 DOWELS /-1 LG. v Ir 0,C. PLAN 4z4/W44z4/W4xW4 WWF 2-5 CONT. teE L6 -e SECTION A -A MITERED END SEMON I CONC.SPLASH PAD 11 -NORMAL FOOTER -4 DOWELS - 12 LG. 0 IZ ac.-/ .4 CONT. .5 CoArr. CONNECTION SECT/ON Q -B - MITERED END SECTION SPLASH PAD DETAIL Dewberry® Dewberry Englneers Inc. 800 NORTi MAGNOLLAAW SUITE 1000 ORLANDO, Fl- 32803 PHONE -.407.843.5120 ELIGNEERING BUSINESS < a- Lij Ld z III 0 W 0 0 ,L. 0 KEY PLAN SCALE SEAL KEY PLAN SCALE NORTH REVISIONS PROJECT# 50083160 DRAWN BY TFS APPROVED BY RMJ CHECKEDBY FM DATE MARCH 2017 DATUM NGVD29 TITLE DRAINAGE DETAILS PROJECT'. J-.lA2DN4\F[R.RPh-3B SHEETNO. 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C43 COPY OF ADVERTISEMENT Date Published and Media Name SECTION West Orange Times 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 3B CASE NUMBER IS-2017-007 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 COMMIS- SION will hold a PUBLIC NEARING at the City of Ocoee Commission Cham- bers,150 North Lakeshore Drive,Ocoee,Florida,to consider the Preliminary/Final Subdivision Plan for Arden Park North Phase 3B.The property identified is parcel number 04-22-28-0000-00-001.The subject property is approximately 27.35 Acres in size and is located at 9723 Clarcona Ocoee Road.The proposed use is 89 Single family homes and 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 17-04703W