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HomeMy WebLinkAboutItem 08 Arden Park North Phase 6 Large Scale Preliminary & Final Subdivision Plan ocoee florida AGENDA ITEM COVER SHEET Meeting Date: January 5, 2021 Item # g Reviewed By: Contact Name: Michael Rumer, City Department Director: Planner Contact Number: 407-905-3100 ext. 1018 City Manager: Subject: Arden Park North Phase 6 Preliminary/Final Subdivision Plan - Project# LS-2020-015 (District 4, George Oliver, Ill) BACKGROUND SUMMARY: The Arden Park PUD (Planned Unit Development) was initially 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 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 6 provides for the development of 67 single-family lots. The subject site is currently undeveloped, with mostly planted pine trees. 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 use of the surrounding parcels: Direction JPA Future Land Use Jurisdiction/Zoning Existing Land Use Classification North Low Density Residential, City of Ocoee/Planned McCormick Reserve Conservation/Floodplains Unit Development"PUD" East Low Density Residential City of Ocoee/Planned Arden Park/Clarke Road Conservation Unit Development"PUD" Lands South Low Density Residential City of Ocoee/Planned Phase 5 of the Arden Park PUD Unit Development"PUD" (Arden Park North) West Low Density Residential City of Ocoee/Planned Phase 6 of the Arden Park PUD Unit Development"PUD" (Arden Park North) The Arden Park North Phase 6 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. On April 14, 2020, the City Commission approved a Non-substantial PUD Amendment for Phase 6 of Arden Park PUD removing the reservation of a school and utilizing the alternative use of residential. DISCUSSION: The Arden Park North Phase 6 (PSP/FSP) is a residential subdivision that proposes a total of 67 single-family residential lots. The minimum residential lot standards are from 45 feet by 120 feet, 55 feet by 120 feet, and 65 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 6 of the Arden Park North will access internal roads. The Arden Park North Phase 6 PSP/FSP proposes a 6' high fence with decorative columns along the portions of the development that front the future Clarke Road extension. The fence will be provided in tracts that will be owned and maintained by the homeowner's association. Orange County will provide potable water and sewer services. The City of Ocoee will provide solid waste services, reclaimed water, police, and fire protection. Finally, the Applicant has requested no waivers from the Land Development Code for this project phase. DEVELOPMENT REVIEW COMMITTEE RECOMMENDATION: The Development Review Committee (DRC) met on December 1, 2020, and reviewed the Preliminary/Final Subdivision Plan for Arden Park North Phase 6. The DRC voted unanimously to recommend approval of the Preliminary/Final Subdivision Plan, subject to the resolution of any remaining staff comments. PLANNING AND ZONING COMMISSION RECOMMENDATION: The Planning and Zoning Commission met on December 8, 2020, and reviewed the Preliminary/Final Subdivision Plan for Arden Park North Phase 6. The Planning and Zoning Commission voted unanimously to recommend approval of the Preliminary/Final Subdivision Plan, subject to the resolution of any remaining staff comments. ISSUE: Should the Honorable Mayor and City Commission approve the Preliminary/Final Subdivision Plan for Arden Park North Phase 6? RECOMMENDATIONS: Based on the recommendation of the Development Review Committee and the Planning and Zoning Commission, Staff recommends that the City Commission approve the Preliminary/Final Subdivision Plan for Arden Park North Phase 6. ATTACHMENTS: Location Map; Aerial Map; Preliminary/Final Subdivision Plan for Arden Park North Phase 6 Phase 6 Landscape and Hardscape Plans Financial Impact: None Type of Item: (please mark with an x') Public Hearing For Clerk's Dept Use: Ordinance First Reading Consent Agenda Ordinance Second Reading X Public Hearing Resolution Regular Agenda Commission Approval Discussion&Direction Original Document/Contract Attached for Execution by City Clerk Original Document/Contract Held by Department for Execution Reviewed by City Attorney N/A Reviewed by Finance Dept. N/A Reviewed by () N/A 2 d®11E1�i ryes �osr u .� M , 1:' Haan; = o ,� Mro,..g� as ' *.�0<r►. n� �� �,!®m jppj�69:aa1:9701oCCiCC c MEN !ml n � MpwlSwat - Q 4✓' a,mw mall Th,lml-WrW�-Vll �� ae1 sr z -On 1� � PRELIMINARY/FINAL N07E.• 1. VER7IC4 DATUM IS NOW 29 2. OCU PERMIT NQ 20-U-123 Q INDEX OF SHEETS CITY PARCEL ID: I / • SUBDIVISION u•. OF OCOEE, FLORIDA 04-22-28-0000-00-001 FOR LENNAR HOMES, LLC 2300 MAITLAND CENTER PKWY., SUITE MAITLAND, FLORIDA 32751 PHONE: (407) 645-6503 PLAN ID SHEET NAME C-001 COVER SHEET 1 OF 1 BOUNDARY SURVEY 1 OF 1 TOPOGRAPHIC SURVEY C-002 SYMBOLS AND ABBREWA71ONS C-003 GENERAL NOTES C-004 CONDITIONS OF APPROVAL C-100 OVERALL SITE PLAN C-101 S17E PLAN C-201 UTRITY PLAN C-210 ASSET TABLE PLAN C-301 DRAINAGE PLAN C-401 GRADING PLAN C-601 PLAN AND PROFILE C-602 PLAN AND PROFILE C-701 EROSION CONTROL PLAN C-702 EROSION CONTROL PLAN C-901 CONSTRUCTION DETAILS C-902 CONSTRUCTION DETAILS C-903 CONSTRUCTION DETAILS C-911 CITY OF OCOEE STANDARD DETAILS C-912 CITY OF OCOEE STANDARD DETAILS C-913 ORANGE COUNTY UTILITIES STANDARD DETAILS C-914 ORANGE COUNTY UTILITIES STANDARD DETAILS C-915 ORANGE COUNTY UTILITIES STANDARD DETAILS MADDEN CIVIL ENGINEERS 431 E. HORATIO AVENUE, SUITE 260 MAITLAND, FLORIDA 32751 PHONE (407) 629-8330 FAX (407) 629-8336 PROJECT TEAM MEMBERS: UTILITY PROVIDERS: QAPPLICANT/OWNER \ LENNAR HOMES, LLC ATTN: DUSTIN MCGLINCHEY 2300 MAITLAND CENTER PKWY., SUITE J20 MAITLAND, FLORIDA 32751 PHONE. (407) 645-6503 SURVEYOR: ALLEN & COMPANY 16 E PLANT STREET WINTER GARDEN, FL 32787 PHONE.- (407) 654-5355 JIM®ALLEN-COMPANY. COM GEOTECHNICAL: UNIVERSAL ENGINEERING SCIENCES 3532 MAGGIE BOULEVARD ORLANDO, FL J2811 PHONE: (407) 423-0504 GRABENS®UNI VERSALENGINEERING. COM ENGINEER: MADDEN, MOORHEAD, & STOKES, LLC 431 E HORATIO AVENUE, SUITE 260 MAITLAND, FL 32751 PHONE.- (407) 629-BJJO BBECKHAM@MADDEN-ENG.COM ENVIRONMENTAL: BID -TECH CONSULTING, INC. J025 EAST SOUTH STREET ORLANDO, FL 32803 PHONE: (407) 894-5969 STEVE&810- TECHCONSUL TI NG. COM ORANGE COUNTY UTILITIES 9150 CURRY FORD ROAD, 3RD FLOOR ORLANDO, FL 32825 PHONE.• (407) 254-9920 KELL Y. NOWELL ®OCFL. NET PHONE CENTURY LINK ATTN: JOY BRITTIAN (352) 326-1410 ✓OY. BRI TTIANWENTURYLINK. COM POWER: DUKE ENERGY ATTN: MOHAMED GHACHOUI (407) 938-6611 DEFUDTCOUKE-ENERGY.COM RECLAIM WATER: 320 WASTEWATER: ORANGE COUNTY UTILITIES 9150 CURRY FORD ROAD, 3RD FLOOR ORLANDO, FL 32825 PHONE.• (407) 254-9920 KELL Y. NO WELL ®OCFL. NET CABLE: SPECTRUM ATTN: TRACEY DOMOSTOY (407) 532-8511 TRACEY. DOMOSTOYOCHARTER. COM GAS: LAKE APOPKA NATURAL GAS DISTRICT ATTN: EVERETT HOLMES (407) 656-2734 EHOLMES&ILANGD.ORG A parcel of land comprising portions of Sections 32 and 33, Township 21 South, Range 28 East, Orange County, Florida Being more particularly described as follows: BEGIN at the Northwest corner of ARDEN PARK NORTH PHASE J, as recorded in Plat Book 97, Pages J9 through 45 of the Public Records of Orange County, Florida, also being a point on the Easterly right-of-way line of Ingram Road according to Official Records Book 3617, Page 1881 of said Public Records; thence run North 00' 11' 25" West along said Easterly right-of-way line for a distance of 1416.37 feet to a point on the North line of the Southeast 114 of aforesaid Section 32, thence run North 89' 29' 48" East along said North line for a distance of 1287.29 feet to the East 114 corner of said Section 32 and the West 114 corner of aforesaid Section 33; thence run South 89' 17' 33" East along the North line of the Southwest 114 of said Section 33 for a distance of 2668.18 feet to the Northeast corner of said Southwest 114 of Section J3,- thence run South 00' 04' 48" West along the East line of said Southwest 114 of Section 3J for a distance of 1408.86 feet to a point on the North right-of-way line of Hobson Road according to Official Records Book 1956, Page 664 of aforesaid Public Records; thence run North 89' 52' 10" West along said North right-of-way line for a distance of 30.00 feet to a point on the West right-of-way line of said Hobson Road according to said Official Records Book 1956, Page 664; thence run South 00' 04' 48" West along said West right-of-way line for a distance of 452.26 feet to the Northeast corner of ARDEN PARK NORTH PHASE 2A, as recorded in Plat Book 89, Pages 1 through 8 of aforesaid Public Records; thence run the following courses along the Northerly line of said ARDEN PARK NORTH PHASE 2A; South 89' 48' 52" West for a distance of 173.69 feet; thence run South 00' 11' 08" East for a distance of 174.26 feet; thence run South 02' 19' 38" West for a distance of 343.63 feet; thence run South 86' 39' JO" West for a distance of 120.15 feet to the point on a non tangent curve, concave Easterly having a radius of 525.00 feet, with a chord bearing of North 00' 41' 59" West, and a chord distance of 48.40 feet; thence run Northerly along the arc of said curve through a central angle of 05' 17' OJ" for a distance of 48.42 feet to a point on a non tangent line; thence run North 00' 00' 00" East for a distance of 75.88 feet; thence run North 90' 00' 00IsWest for a distance of 50.00 feet; thence run South 00' 00' 00IsEast for a distance of 25.91 feet; thence run North 90' 00' 00" West for a distance of 17308 feet; thence run North 81' 50' 57" West for a distance of 179.41 feet; thence run South 14' 25' 55" West for a distance of 120.88 feet; thence run North 76' 28' 57" West for a distance of 9783 feet to a point on a non tangent curve concave Northeasterly having a radius of 25.00 feet, with a chord bearing of North 32' 37' 35" West, and a chord distance of 34.74 feet; thence run Northwesterly along the arc of said curve through a central angle of 88' 01' 27" for a distance of 38.41 feet to a point of reverse curvature of a curve concave Westerly having a radius of 1425.15 feet, with a chord bearing of North 09' 48' 35" East, and a chord distance of 78.39 feet; thence run Northerly along the arc of said curve through a central angle of 03' 09' 07" for a distance of 78.40 feet to a point on a non tangent fine; thence run North 80' 45' 40" West for a distance of 52.01 feet; thence run North 90' 00' 00" West for a distance of 73711 feet to the Northwest corner of aforesaid ARDEN PARK NORTH PHASE 2A and the Northeast corner of ARDEN PARK NORTH PHASE 28 as recorded in Plat Book 89, Pages 9 through 16 of aforesaid Public Records; thence run North 90' 00' 00" West along the North line of said ARDEN PARK NORTH PHASE 2B for a distance of 728.61 feet to the Northwest corner of said ARDEN PARK NORTH PHASE 2B and a point on the Easterly line of ARDEN PARK NORTH PHASE 3 as retarded in Plat Book 97, Pages 39 through 45 of aforesaid Public Records, thence run the following courses along said Easterly line of ARDEN PARK NORTH PHASE J.- North 82' 44' 44" West for a distance of 85.41 feet; thence run North 14' 08' 15" East for a distance of 41.79 feet; thence run North 07' 13' 14" East for a distance of 68.65 feet; thence run North 29' 59' 58" East for a distance of 82.2J feet; thence run North 07' 17' 19" East for a distance of 2736 feet; thence run North 35' 23' 15" West for a distance of 26.28 feet; thence run North 09' 35' 57" West for a distance of 21.55 feet; thence run North 02' 06' 14" West for a distance of 68.74 feet; thence run North 04' 23" 58" East for a distance of 103.32 feet; thence run North 09' 26' 55" East for a distance of 97.96 feet; thence run North 11' 48' 25" East for a distance of 65.20 feet; thence run North 31' 43' 21" West for a distance of 90.60 feet; thence run North 11' 45' 58" West for a distance of 82.58 feet; thence run North 8J' 17' 35" West for a distance of 98.18 feet; thence run North 62' 01' 22" West for a distance of 84.44 feet; thence run North 11' 42' 55" East for a distance of 40.80 feet; thence run North 21' 06' 44" East for a distance of 85.99 feet; thence run North 35' 21' 27" East for a distance of 57.47 feet to the Northeast corner of said ARDEN PARK NORTH PHASE 3; thence run the following courses along the Northerly line of said ARDEN PARK NORTH PHASE 3., North 51' 57' 39" West for a distance of 11745 feet; thence run North 81' 30' 33" West for a distance of 81.56 feet; thence run South 86' 36' 01" West for a distance of 145.42 feet; thence run South 72' 39' 09" West for a distance of 57.62 feet; thence run South 09' 04' 12" East for a distance of 49.43 feet; thence run South 18' 51' J9" East for a distance of 68.11 feet; thence run South 00' 37' 41" East for a distance of 66.81 feet; thence run North 88' 56' 10" West for a distance of 60.19 feet; thence run South 70' 42' J8" West for a distance of 11J.36 feet; thence run North 19' 17' 11" West for a distance of 26.46 feet; thence run North OX 47' J9" West for a distance of 60.72 feet; thence run North 38' 40' 51" West for a distance of 80.14 feet; thence run North 07' 03. 25" East for a distance of 14381 feet; thence run South 76' 25' 14" West for a distance of 218.34 feet; thence run South 73' 46' 23" West for a distance of 17304 feet; thence run South 16' 13' 37" East for a distance of 71.46 feet to the point of curvature of a curve, concave Westerly having a radius of 474.00 feet, with a chord bearing of South 10' 19' 56" East, and a chord distance of 9736 feet; thence run Southerly along the arc of said curve through a central angle of 11' 47' 22" for a distance of 9753 feet to a point on a radial line; thence run South 85' 33' 45" West for a distance of 123.55 feet; thence run North 00' 11' 25" West for a distance of 25.65 feet; thence run South 89' 48' J5" West for a distance of 141.56 feet to a point on a non tangent curve, concave Southerly having a radius of 5300 feet, with a chord bearing of North 86' 05' J6" West, and a chord distance of 56.62 feet; thence run Westerly along the arc of said curve through a central angle of 64' 34' 44 " for a distance of 59.74 feet to a point on a non tangent line; thence run North 28' 22' 58" West radial to said curve for a distance of 20.00 feet; thence run South 89' 48' 35" West a distance of 154.51 feet to the POINT OF BEGINNING. VICINITY MAP as Lahr W Keene Rd �v LP (TOLL 'arl pl lyt�gnotia Park LAKE APOPKA PARADt5E `0 HEIGHTS OAKS AT PARADISE FORESTBROOKE W' Keene Rd �`o n Uke MILLhell Lake Mardett d A s W McCormick Rd VJOOD5 Orange vial Park l etery WESTYN BAY � -- est Lake VINEYARDS I(�Wb IN GRAM TRAILS A FOUNTAINS Q�c WEST fullers �ro � ant v OCOEE CROWN c POINT O Lake t`aaa_ sA\P1 S ��Wr�\GENS�.,• �r; _ m No. 79452 .� . Thi tern has been .1 call signed end ' ........... ••• •• '• aged by Benjamin 5. Beckham, F.E. users a digital signeture sand It a. Printed mp i es LL 6' this document are not comidered sinned and (/� O p sealed and the signatve moat be ver'died on W any electronic copies. I F- C Digitally signed by Ben�4j* z6 e'' Beckham % DN: c=US, O=Unaffiliated, •.,, as e _.. n n3 n lnnnnnnn3c nnn rAn�fl{ti!Ill{�\ W Keene Rd Beekha&'"' Date: 2020.12.11 14:1, ~moo <t: OAK HILLS 4ntlg - ry , C�arcona I! II IlOrse Park 35 W McCormick Rd 51NGTON - ANOR Ii ;�ke uul Lam Is Rfeam Is FOREST Clam na z TRAILS ' - °c WINDSTONE AT, OCOEE CLARCONA c HEIGHTS ROBIit ORCHARD PARK. ; PRAIRIE SAWMILL ' LAKE i c VILLAGE 1 °I OAK LEVELAMEtER � * HEIGHTS RIDGE 429 r D E Fullers Cm5s Rd £ TWIN LAKE OCOEE 1LLE RS °K' FORESTS WOODS a 05SING a 0 Vlg e[tl Mdrlerse Dr D Park )55 Rd CROWN POINT r ' WOODS MEADOrn ? WS FO%FIRE NORTH C ruvan OCOEE Worst Rd Paint PEACH LAKE SOUTH MANOR TOLL SPRINGDALE - CHAPIN ari TWIN LAKES x REMINGTON ,I STEEPLECHASE Lake 'O OAKS. Y v Meadow z llackov- 1 Franc Park FORESTS OAKS Prairie COUNTRY r. Lake r PRAIRIE LAKE Jim Beach_ -Ad^M ms Rd Recreation- _L•enCar - HIDDEN GLEN SILVER R EFLECTION5 ESTAI a U LL H LJ U Li 00 0 Cn T CITY OF OCOEE UTILITIES 1800 A.D. MIMS ROAD OCOEE, FL J4761 PHONE: (407) 905-3159 P 4 CP Zo \ no O �� o) McCORMICK RESERVE - PHASE ONE y y-� � �-� P.B. 87, PGS. 111 & 115 TRACT C, OPEN SPACE \ o�� ����0-z- P.O. 0Z� d I' N W N O4 0 M I n 00 0 N z ON .&N N. N N.T. L0 N (6 N cn 07 aL N 0 W e N4 00 N 04 (O z D_ O `z31 9 .T. NORTH LINE OF THE SW 1/4 SECTION 33-21-28 S89.17'33"E 624.56' NORTH LINE OF TRACT FD-1 ARDEN PARK NORTH PHASE 4 P.B. 100, PGS. 136-145 L=54.92' C=52.20' CB=N14.29'04"W TRACT FD-1 FUTURE DEVELOPMENT ARDEN PARK NORTH PHASE 4 P.B. 100, PGS. 136-145 SITE UNDER CONSTRUCTION A=06.48 P.C. L=62.48' �qcr C=62 44' q CB= 0.03'26"W 283 q�\ A6`• i COO 9} F G NOR�PH M�P >�. 262 263 p P.T. 264 1 'tx QP��• QGS R=474.00' - P��P� ,o �23975' C=237.21' CB=N61'08'41 "W LEGEND: O.R. denotes Official Records Book P.B. denotes Plat Book PG(S). denotes Page(s) N.R. denotes non -radial P.C. denotes point of curvature P.T. denotes point of tangency N.T. denotes non tangent P.R.C. denotes point of reverse curvature denotes recovered 4" x 4" concrete o monument LB 6723 permanent reference monument (P.R.M.) denotes set nail & disk LB 6723 permanent control point (P.C.P.) denotes centerline R/W denotes right-of-way CCR # denotes Certified Corner Record Number LLC denotes limited liability company P.R.C. \I00 �F Pr R=526.00' A--12.33'31 L=115.29' C=115.06' CB=N69'21'20"W LEGAL DESCRIPTION ARDEN PARK PHASE 6 A PARCEL OF LAND COMPRISING A PORTION OF TRACT FD-1, ARDEN PARK NORTH PHASE 4, AS RECORDED IN PLAT BOOK 100, PAGES 136 THROUGH 145 OF THE PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA AND LYING IN SECTION 33, TOWNSHIP 21 SOUTH, RANGE 28 EAST, CITY OF OCOEE, ORANGE COUNTY, FLORIDA. BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGIN AT THE NORTHWEST CORNER OF AFORESAID TRACT FD-1; THENCE RUN SOUTH 89'17'33" EAST ALONG THE NORTH LINE OF SAID TRACT FD-1 AND THE NORTH LINE OF THE SOUTHWEST 1/4 OF AFORESAID SECTION 33 FOR A DISTANCE OF 624.56 FEET TO THE NORTHWEST CORNER OF TRACT M, ARDEN PARK NORTH PHASE 5 ACCORDING TO PLAT BOOK 104, PAGES 33 THROUGH 38 OF AFORESAID PUBLIC RECORDS; THENCE DEPARTING SAID NORTH LINES RUN THE FOLLOWING COURSES ALONG THE WEST LINE OF SAID ARDEN PARK NORTH PHASE 5: SOUTH 18'14'55" EAST FOR A DISTANCE OF 94.07 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF 1540.00 FEET, A CHORD BEARING OF SOUTH 2731'38" EAST AND A CHORD DISTANCE OF 496.61 FEET; THENCE RUN SOUTHEASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 18'33'27" FOR A DISTANCE OF 498.79 FEET TO A POINT ON A NON TANGENT LINE; THENCE RUN SOUTH 38'09'35" WEST FOR A DISTANCE OF 490.83 FEET; THENCE RUN SOUTH 59'40'06" EAST FOR A DISTANCE OF 21.26 FEET; THENCE RUN SOUTH 26'55'26" WEST FOR A DISTANCE OF 121.14 FEET TO A POINT ON THE NORTH RIGHT-OF-WAY LINE OF AMERICAN BEECH PARKWAY ACCORDING TO AFORESAID PLAT BOOK 100, PAGES 136 THROUGH 145 AND A POINT ON A NON TANGENT CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 526.00 FEET WITH A CHORD BEARING OF NORTH 69'21'20" WEST AND A CHORD DISTANCE OF 115.06 FEET; THENCE RUN THE FOLLOWING COURSES ALONG SAID NORTH RIGHT-OF-WAY LINE: NORTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 12'33'31" FOR A DISTANCE OF 115.29 FEET TO A POINT OF REVERSE CURVATURE OF A CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF 474.00 FEET WITH A CHORD BEARING OF NORTH 61'08'41" WEST AND A CHORD DISTANCE OF 237.21 FEET; THENCE RUN NORTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 28'58'51" FOR A DISTANCE OF 239.75 FEET TO A POINT OF TANGENCY; THENCE RUN NORTH 46'39'15" WEST FOR A DISTANCE OF 378.73 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 526.00 FEET WITH A CHORD BEARING OF NORTH 50'03'26" WEST, AND A CHORD DISTANCE OF 62.44 FEET; THENCE RUN NORTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 06'48'21" FOR A DISTANCE OF 62.48 FEET TO A POINT ON THE WEST LINE OF AFORESAID TRACT FD-1, ARDEN PARK NORTH PHASE 4; THENCE RUN THE FOLLOWING COURSES ALONG SAID WEST LINE: NORTH 35'27'02" EAST FOR, non -radial to said line, A DISTANCE OF 191.43 FEET; THENCE RUN NORTH 00'42'42" EAST FOR A DISTANCE OF 219.56 FEET; THENCE RUN NORTH 61'28'49" WEST FOR A DISTANCE OF 26.21 FEET TO A POINT ON A NON TANGENT CURVE CONCAVE WESTERLY HAVING A RADIUS OF 50.00 FEET WITH A CHORD BEARING OF NORTH 14'29'04" WEST AND A CHORD DISTANCE OF 52.20 FEET; THENCE RUN NORTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 62'56'05" FOR A DISTANCE OF 54.92 FEET TO A POINT ON A RADIAL LINE; THENCE RUN NORTH 44'02'54" EAST FOR A DISTANCE OF 22.58 FEET; THENCE RUN NORTH 00'42'42" EAST FOR A DISTANCE OF 132.27 FEET THE POINT OF BEGINNING. CONTAINING 668,155 SQUARE FEET OR 15.34 ACRES, MORE OR LESS � \ \moo\ P.C. \ Z TRACT M OPEN SPACE \ �0 R=1540. �zc A--18.33'27" o\ L=498.79'\ may\ C=496.61' C8=S27'31'38"E 40 00 40 00 \ \ SURVEYOR'S NOTES: \ t BEARINGS SHOWN HEREON ARE BASED ON THE NORTH LINE OF THE SOUTHWEST 1/4 OF SECTION 33-21-28 AS BEING SOUTH 89'17'33" EAST BEING AN ASSUMED BEARING. \ THERE MAY BE EASEMENTS AND RESTRICTIONS OF RECORD AND/OR PRIVATE AGREEMENTS NOT FURNISHED TO THIS SURVEYOR OR SHOWN ON THIS BOUNDARY SURVEY THAT MAY AFFECT PROPERTY RIGHTS AND/OR LAND USE RIGHTS OF THE SUBJECT PROPERTY. THERE MAY BE ENVIRONMENTAL ISSUES AND/OR OTHER MATTERS REGULATED BY VARIOUS DEPARTMENTS OF FEDERAL, STATE OR LOCAL GOVERNMENTS AFFECTING \ \ THE SUBJECT PROPERTY NOT SHOWN ON THIS SURVEY. \ THIS SURVEY WAS PERFORMED FOR THE SOLE AND EXCLUSIVE BENEFIT OF THE ENTITIES LISTED HEREON AND SHALL NOT BE RELIED UPON BY ANY OTHER ENTITY \ OR INDIVIDUAL WHOMSOEVER. N.T. h THIS SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. UNDERGROUND UTILITIES AND IMPROVEMENTS WERE NOT LOCATED, UNLESS SHOWN HEREON. SUBJECT PROPERTY SHOWN HEREON IS IN ZONE X, AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN, ACCORDING TO FLOOD INSURANCE j� RATE MAP PANEL NUMBER 12095CO210F, MAP DATE SEPTEMBER 25, 2009. ALL LAND CONTAINED WITHIN THE SUBJECT PROPERTY LIES WITHIN FLOOD ZONE X. 12- P4, �� �Q THE DELINEATION OF LANDS SHOWN HEREON IS AS PER THE CLIENT'S INSTRUCTIONS. ^ � `QP�% OPEN SPACE UNLESS OTHERWISE NOTED OR SHOWN HEREON, THERE ARE NO APPARENT AND/OR UNOBSTRUCTED, ABOVE GROUND PERIMETER ENCROACHMENTS. THE DISPOSITION OF ANY POTENTIAL ENCROACHING IMPROVEMENTS SHOWN IS BEYOND PROFESSIONAL PURVIEW AND SUBJECT TO LEGAL INTERPRETATION. QP�•� F�O�QO THIS SURVEY WAS PREPARED WITH THE BENEFIT OF AN OPINION LETTER PROVIDED BY DIVINE & ESTES EFFECTIVE DATE: MAY 11, 2020 AT 11:00 P.M. a� THE SUBJECT PROPERTY ARE UNDER CONSTRUCTION. NO VISIBLE ABOVEGROUND INTERIOR OR ADJACENT IMPROVEMENTS WERE LOCATED. CONDITIONS ARE SUBJECT TO CHANGE DAILY. P •�� � W N 59.40-0 "E 21.26' Ztf; � ryro T. SITE O TROUT LAKE < LAKE z ROAD Q SIMS O 0 0 N Q O 0] O z o o' N o Q o- CLARCONA-OCOEE ROAD o w Y y O Q O J Q U w w O U O o z PLANT STREET SILVER STAR ROAD LOCATION MAP ( not to scale ) WE HAVE EXAMINED THE FURNISHED PROPERTY INFORMATION REPORT FOR ARDEN PARK NORTH PHASE 6, PREPARED BY DIVINE & ESTES, DATED DECEMBER 1, 2020. THOSE INSTRUMENTS INCLUDED IN EXHIBIT "B" OF SAID PROPERTY INFORMATION REPORT HAVE BEEN EXAMINED AND ARE REFLECTED HEREON TO THE EXTENT THEY AFFECT THE LANDS SURVEYED. 1. ALL MATTERS CONTAINED ON THE PLAT OF ARDEN PARK NORTH PHASE 4, RECORDED IN PLAT BOOK 100, PAGE 136. AFFECTS THE SUBJECT PROPERTY AND IS SHOWN AS AFFECTED. 2. ORDINANCE ANNEXING PROPERTY INTO THE CITY OF OCOEE RECORDED IN O.R. BOOK 4504, PAGE 4223. AFFECTS THE SUBJECT PROPERTY BUT CANNOT BE SHOWN, BLANKET IN NATURE. 3. DEVELOPMENT AGREEMENT RECORDED IN O.R. BOOK 9180, PAGE 4856, AS AMENDED AT O.R. BOOK 10222, PAGE 6665; O.R. BOOK 10529, PAGE 4035, AND ASSIGNED AT O.R. BOOK 10274, PAGE 7198. AFFECTS THE SUBJECT PROPERTY BUT CANNOT BE SHOWN, BLANKET IN NATURE. 4. ORDINANCE ESTABLISHING ARDEN PARK PUD RECORDED IN O.R. BOOK 10529, PAGE 6532. AFFECTS THE SUBJECT PROPERTY BUT CANNOT BE SHOWN, BLANKET IN NATURE. 5. COVENANTS, CONDITIONS, AND RESTRICTIONS RECORDED IN THE MASTER DECLARATION FOR ARDEN PARK AT O.R. BOOK 10558, PAGE 8155, AS AMENDED AT O.R. BOOK 10909, PAGE 1340, AND AS AFFECTED BY THE DECLARATION FOR ARDEN PARK SOUTH RECORDED IN O.R. BOOK 10558, PAGE 8264; AND AMENDED AT O.R. BOOK 10909, PAGE 1337; AND CLERK'S FILE NUMBER 20180415233, WHICH CONTAIN PROVISIONS CREATING EASEMENTS AND/OR ASSESSMENTS. AFFECTS THE SUBJECT PROPERTY BUT CANNOT BE SHOWN, BLANKET IN NATURE. 6. NOTICE OF ESTABLISHMENT OF THE ARDEN PARK COMMUNITY DEVELOPMENT DISTRICT RECORDED IN O.R. BOOK 10940, PAGE 4416, AS AFFECTED BY THE NOTICE OF DISSOLUTION RECORDED IN CLERK'S FILE NUMBER 20160263801, PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA. AFFECTS THE SUBJECT PROPERTY BUT CANNOT BE SHOWN. BLANKET IN NATURE. �AF&A 1WALLENI♦ COMPANY 213 SOUTH DILLARD STREET WINTER GARDEN, FLORIDA * 34787 (407) 654-5355/(407)654-5356 FAX (n W W OD N _ a / ir 0 o' j O �JJ O 0 ILL _ O z N o Q O Q Z O 20� O O � m W c) Q Z QO Q a CL O0 o 0 L . L 0 L� L LO r O c E LL1 3 5 c �000) OU J D _ L 0 � O w� 0 W >1 � w U �° U cn U) o r m M N r m M M � � a N W � z m Z o Z z � y U U J � J W N W 0 o V) z O U) w w H Q JOB # 20110145 DATE: 12-1-2020 SCALE: 1" = 100 FEET CALC BY: JLR FIELD BY: Pi DRAWN BY: RJR CHECKED BY: SHEET 1 OF 1 e- .- ,__ ,_ NR NAT= S GRAPHIC SCALE 200 0 100 200 400 ( IN FEET ) 1 inch = 200 ft. *I- a» 0- 0- 40- r 49— r o-• �oK N �iaa NN�io°F �.. 0_ O- PARCELS 1 AND 2 AND PARCELS A AND B ARE ALSO DESCRIBED AS FOLLOWS: NORTH PARCEL r 'J A portion of the Southeast Y4 of Section 32, Township 21 South, Range 28 East, a portion '- of the Southwest i/ of Section 33, Township 21 South, Range 28 East, and a portion of the Northwest Y/ of Section 4, Township 22 South, Range 28 East, Orange County, Florida, being more particularly described as follows: COMMENCING at the North % corner of Section 4 , Township 22 South, Range 28 East, Orange County, Florida; thence run South 89°32'54"West, along the North line of the Northwest Y/ of said Section 4, for a distance of 5.37 feet to a point on the West pavement line of Hobson Road, also being the POINT OF BEGINNING. Thence departing said North line, run along the West pavement line of Hobson Road the following courses and N .- distances: run South 00°36'27"West, along said West pavement line, for a distance of 97.05 feet; thence run South 00°0253"East, along said West pavement line, for a distance of 109.92 feet; thence South 00°13'33"West, along said West pavement line, for a distance of 49.38 feet to a point on the East line of the Northwest Y/ of said Section 4; thence run South 01 °27'07" West, along said East line, for a distance of 335.19 feet to a point 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°2233" West, and a chord 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°22'33"for an arc distance of 1254.57 feet to the point of tangency; thence run South 89°48'36"West, along said Northerly right of way line, for a distance of 716.49 feet to the point of curvature of a curve, concave Southeasterly, having +- a radius of 1701.20 feet, a chord bearing of South 76°57'03" West and a chord distance of 757.23 feet; thence run Southwesterly along said curve, and said Northerly right of way line, through a central angle of 25°43'07"for an arc distance of 763.63 feet; thence departing said curve, run North 88°45'08"West, along said Northerly right of way line, for a distance of 20.58 feet to a point on the West line of the Northwest Y/ of said Section 4; thence departing said Northerly right of way line, run North 02°32'49"East for a distance of 1057.99 feet to the Northwest corner of said Section 4; thence departing said West line, run North 85°34'22" West, along the South line of the Southeast Y/ of Section 32, Township 21 South, Range 28 East, for a distance of 1299.85 feet to a point on the East pavement line of Ingram Road, said point also being a point on a non -tangent curve, concave r- Easterly, having a radius of 270.73 feet, a chord bearing of North 11°27'01"West and a chord distance of 154.28 feet; thence run Northerly along the arc of said curve, and said 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°19'38"East, along said East pavement line, for a distance of 100.28 feet; thence run North 00°33'27"East, along said East pavement line, for a distance of 195.08 feet; thence run North 00°12'46"West, along said East pavement line, for a distance of 92.97 feet; thence run North 01°14'04"East, along said East pavement line, for a distance of 93.06 feet; thence run North 00°03'33"West, along said East pavement line, for a distance of 101.58 feet; thence run North 00°33'07"East, along said East pavement line, for a distance of 100.77 feet; thence run North 00°47'04"East, along said East pavement line, for a distance of 99.45 feet; thence run North 00°1657"West, along 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 point of intersection of said East pavement line with the South line of the North 130 feet of the Southeast Y/ of the Southeast % of said Section 32; thence departing said East pavement line, run South 88'01'27"East, along said South line, for a distance of 18.77 feet to a point on the Easterly right of way line of Ingram Road, as recorded in Official Records Book 3617, Page 1881 of the Public Records of Orange County, Florida; thence departing said South line, run North 00°1125"West, along the said Easterly right of way line, for a distance of 1509.95 feet to a point on the North line of the Northeast i/ of the Southeast 1/ of said Section 32; thence departing the Easterly right of way line, run North 89°29'48"East, along the said North line, for a distance of 1287.29 feet to the East X corner of said Section 32, also - being the West Y/ corner of Section 33, Township 21 South, Range 28 East; thence run South 89°17'33"East, along the North line of the Southwest Y4 of said Section 33, for a distance of 2668.18 feet to the Northeast corner of the Southwest X of said Section 33; thence departing said North line, run South 00°04'48"West, along the East line of the Southwest Y/ of said Section 33, for a distance of 1408.86 feet to a point on the North line of the Southeast Y/ of the Southwest % of said Section 33; thence departing said East line, run North 89°5210"West, along the North line of the Southeast 1/4 of the Southwest X of said Section 33, for a distance of 30.00 feet to a point on the West right of way line of Hobson Road, as recorded in Official 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 South line of the Southeast '/ of the Southwest '/ of said Section 33; thence departing said West right of way line, run North 89°3254"East, along said South line, for a distance of 24.63 feet to the POINT OF BEGINNING. Containing 309.38 acres, more or less. i iV�dl�d I SURVEYOR'S NOTES: There may be easements and restrictions of record and/or private agreements not furnished to this surveyor or shown on this boundary survey that may affect property rights and/or land use rights of the subject property. There may be environmental issues and/or other matters regulated by various Departments of Federal, State or Local Governments affecting the subject property not shown on this survey. 1 This Survey was performed for the sole and exclusive benefit of the entities listed hereon and shall not be relied upon by any other entity or individual whomsoever. This Survey is not valid without the signature and original raised seal of a -�� e Florida licensed surveyor and mapper. Underground utilities and improvements were not located, unless shown hereon. This surveyor only shows these above round markings as field located and is Y Y 9 9 not responsible for inaccurate and/or possible utilities not shown. Subject property shown hereon is in Zone "X", areas determined to be outside the 500 year floodplain and in Zone AE having a base flood elevation as follows: Lake Sims, 86 feet, according to Flood Insurance Rate Map panel number 12095CO210 E map date 12-06-2000. Elevations shown hereon are based on Orange County vertical datum, benchmark number R-207-002 described as a railroad spike set in the West face of a powerpole (no number) on the East side of Hobson Road, 575 feet North of Clarcona-Ocoee Road, having an elevation of 90.756 feet. (NGVD 1929) ALLEN COMPANY 1420 EAST ROBINSON STREET ORLANDO, FLORIDA 32801 (407) 897-1443 W > W D CD N U W W I = N W Z Q It Z = a O O o o IL Z = o0 Co J O N ILL. Q N 0 Q Z O Q Z O w z Z D W Q Z M 0 m Q Iq Z Q LL O Z O CN ~ F Z m W W O = U X W W 0) _0 c U ai Q a� w o C: U O •• o� 0 -d U c W a 3 o J F-N = -0 Of W L_ 6 U C: a)-C J (n 51 M M rM Cq M co LO zlk m N I Vi W +�F+ Cd LIS Y Ht _J a U UJ !ITF4 tt1i Q 0 U_ W z 0 U)a z 0 O L� cn Uw o' 0 0 a �n Q JOB # 20110145 DATE: 06/08/2012 SCALE: 1" = 200 FEET CALC BY: JLR FIELD BY: TB/MC/PJ/CD/SF DRAWN BY: JPC/PJR/JMF CHECKED BY: RT SHEET 1 OF 1 r= s, ABBREVIATIONS EXISTING SYMBOLS PROPOSED SYMBOLS A F P LINES LINES STORM DRAIN MADDEN A AREA F&C FRAME AND COVER PC POINT OF CURVATURE AB ANCHOR BOLT FD FLOOR DRAIN PCC POINT OF COMPOUND CURVATURE CIVIL ENGINEERS ABD ABANDON(ED) FDN FOUNDATION PEP POLYETHYLENE PIPE AC ACRE(S) FDOT FLORIDA DEPARTMENT PFGP PROFILE GRADE POINT — — CENTER LINE BUILDING LINE 431 E. Horatio Avenue AC -FT ACRE FOOT/FEET OF TRANSPORTATION PI POINT OF INTERSECTION BOUNDARY 100 LF STS 24 HP ® 0.20% 100 LINEAR FEET STORM PIPE ACP ASBESTOS CEMENT PIPE FF FINISHED FLOOR P/L PROPERTY LINE 24" HIGH PERFORMANCE Suite 260 ADDL ADDITIONAL FG FINISHED GRADE POB POINT OF BEGINNING \ 81 POLYPROPELENE PIPE ®0.20% Maitland, Florida 32751 ADT AVERAGE DAILY TRAFFIC FH FIRE HYDRANT POJ PUSH ON JOINT oo WIRE FENCE �e�� CONTOURS (407) 629-8330 AL ALUMINUM F&I FURNISH AND INSTALL PP POWER POLE CONSERVATION ALT ALTERNATE FIG FIGURE PR PHONE RISER SETBACK AM BEFORE NOON FIN FINISHED PRC POINT OF REVERSE CURVATURE X CHAIN LINK FENCE RAILROAD TRACKS — UNDERDRAIN 6' HOPE PIPE AMP AMPERE(S) FIT FITTING PRESS PRESSURE APPROX APPROXIMATE FL FENCE LINE PROJ PROJECT CENTER LINE ARV AIR RELEASE VALVE FLR FLOOR PROP PROPOSED �— �— �— DRAINAGE FLOW DIRECTION o ARVV AIR RELEASE VACUUM VALVE FLEX FLEXIBLE PRVC POINT OF REVERSE VERTICAL CURVE a WOOD FENCE GAS GAS MAIN /^ E ASPH ASPHALT FLG FLANGE PSF POUNDS PER SQUARE FOOT CHAIN LINK FENCE (0 O ASSY ASSEMBLY FM FORCE MAIN PSI POUNDS PER SQUARE INCH MA _j AVE AVENUE FIND FOUND PT POINT OF TANGENCY FDOT INLET TYPE 1 AVG AVERAGE FPH FEET PER HOUR PVC POLYVINYL CHLORIDE GUARDRAIL UE UNDERGROUND Z AZ AZIMUTH FPM FEET PER MINUTE PVMT PAVEMENT ELECTRIC CONTOUR B FPS FEET PER SECOND PWR POWER 80 FOOT INLET TYPE 2 FT FEET/FOOT O V 1 BFP BACKFLOW PREVENTER FTG FOOTING EXISTING PLATS UGT UNDERGROUND BL BASELINE Q FLOW RATE TELEPHONE — EASEMENT BLDG BUILDING R A FOOT INLET TYPE 3 BLVD BOULEVARD GA GAUGE RETAINING WALL BM BENCH MARK GAL GALLON R RADIUS g OVERHEAD x x x - FENCE BND BOUNDARY GALV GALVANIZED RCP REINFORCED CONCRETE PIPE ELECTRIC BO BLOWOFF GM GAS MAIN RCPA REINFORCED CONCRETE PIPE ARCH R/W FOOT INLET TYPE 4 BOC BACK OF CURB GPD GALLONS PER DAY RD ROAD - RIGHT-OF-WAY LINE r� BOT BOTTOM GPH GALLONS PER HOUR RDY ROADWAY TELEPHONE GUARDRAIL BRG BEARING GPM GALLONS PER MINUTE RED REDUCER BS BOTTOM OF SLOPE GPS GALLONS PER SECOND REF REFERENCE FOOT INLET TYPE 5 BV BUTTERFLY VALVE GR GUARD RAIL REINF REINFORCE(D) SHORELINE CTV UNDERGROUND GRID GROUND/GRADE REQD REQUIRED LOT LINE REVISION C GSP GALVANIZED STEEL PIPE REV REVISE/ CABLE TELEVISION O FOOT INLET TYPE 6 Q L GV GATE VALVE RPM REVOLUTIONS PER MINUTE -� SWALE CAP CAPACITY GV&B GATE VALVE AND BOX RR RAILROAD — — EASEMENT PA CB CATCH BASIN GW GUY WIRE RT RIGHT PROPERTY LINE CC CENTER TO CENTER GWT GROUND WATER TABLE RV RELIEF VALVE MANHOLE GEM CEMENT R/W � RIGHT-OF-WAY CF CUBIC FEET H RWM REUSE WATER MAIN SANITARY RETAINING WALL CFM CUBIC FEET PER MINUTE HB HOSE BIBB MITERED END SECTION J CFS CUBIC FEET PER SECOND HDPE HIGH DENSITY POLYETHYLENE C&G CURB AND GUTTER HDW HARDWARE S SOUTH R/W O cl CAST IRON HOA HOME OWNERS ASSOCIATION SAN SANITARY SEWER SANITARY SEWER LINE FORCE MAIN — — — — RIGHT—OF—WAY LINE M z - EX CIP CAST IRON PIPE HORIZ HORIZONTAL SB SPLASH BLOCK . FM SLOPE DIRECTION ARROW W CJ CONSTRUCTION JOINT HP HORSEPOWER SCH SCHEDULE FOR POND SIDE SLOPE ' I I C/L CENTER LINE HR HOUR SD SIDE DRAIN Q CLEANOUT OO MANHOLE W w CLP CONCRETE LIGHT POLE HT HEIGHT SDN SHELF DRAIN • • • • • • • • • • • • • • • • • • • • • • • • • • SETBACK LINE 000.00 CLR CLEAR/CLEARANCE HW HEADWALL SE SOUTHEAST SPOT ELEVATION Q o CLS CLASS HWL HIGH WATER LEVEL SEC SECONDS CM CONCRETE MONUMENT HWY HIGHWAY SECT SECTION WATER & REUSE WATER U� CMP CORRUGATED METAL PIPE HYD HYDRAULIC SH SHEET � �� SHORELINE o CMPA CORRUGATED METAL PIPE ARCH SHGWT SEASONAL HIGH GROUND WATER TABLE CND CONDUIT SIM SIMILAR 0 STORM INLET } CO. COUNTY I-4 INTERSTATE HIGHWAY S/L SETBACK LINE WV ~ CO CLEANOUT IA INTERSECTION ANGLE SL SLOPE WATER MAIN PVC PIPE Da WATER VALVE SWALE U COL COLUMN ID INSIDE DIAMETER SM SHEET METAL EX. WM COMP COMPLETE IF INSIDE FACE SPEC SPECIFICATION(S) HIGHWAY & UTILITIES CONC CONCRETE IN INCHES SQ SQUARE TREE LINE CONN CONNECTION INL INLET SQ IN SQUARE INCH(ES) EX. RM REUSE WATER MAIN FIRE HYDRANT CONST CONSTRUCT(ION) INS INSERT SQ FT SQUARE FOOT/FEET gFo tiY0 0 CONT CONTINUOUS INST INSTALL SQ YD SQUARE YARD(S) COORD COORDINATE(S) IP IRON PIPE SR STATE ROAD CM)n COR CORNER IR IRON ROD SS STAINLESS STEEL BACKFLOW PREVENTOR ® WATER METER ElSANITARY BOUND CORNER w CPLG COUPLING INT INTERSECT/INTERSECTION ST STREET N CPP CONCRETE POWER POLE INV INVERT STA STATION CS CONTROL STRUCTURE STD STANDARD ' :l.it''• } n STORM DRAIN '' CONCRETE 3 " o CTG COATING STL STEEL >• •r; *;,•+; N LO CTR CENTER JB JUNCTION BOX STIR STRUCTURE'" Z CTV CABLE TELEVISION JCT JUNCTION STS STORM SEWER z a I CULV CULVERT JST JOIST SUP SUPPORT 100 LF SAN 8 PVC 0.40% 100 LINEAR FEET 520 LO CY CUBIC YARD JT JOINT SUSP SUSPEND/SUSPENSION — — — — SANITARY 8" PVC COUNTY ROADS �J z �o cYL CYLINDER svc SERVICE STORM SEWER FDOT TYPE 1 INLET PIPE 00.40% SLOPE L L SW SOUTHWEST a 901 ~ a L LENGTH SWK SIDEWALK DEG OR ' DEGREE LATL LATERAL SYMM SYMMETRICAL �p MANHOLE CLEANOUT 24 DETAIL REFERENCE III g FDOT TYPE 2 INLET W DEFL DEFLECT(ION) LB POUND SYS SYSTEM DOUBLE SANITARY DEPT DEPARTMENT LF LINEAR FEET/FOOT �� ® DUMPSTER PAD J o DET DETAIL LG LONG T SERVICE DHWL DESIGN HIGH WATER LEVEL LIM LIMIT(S) T TANGENT MITERED END a FDOT TYPE 3 INLET DI DUCTILE IRON LP LIGHT POLE TB TURFBLOCK FF=98.76 FINISHED FLOOR ELEVATION DIA DIAMETER LONG LONG T&B TOP AND BOTTOM FORCE MAIN W FHA LOT TYPE DIAG DIAGONAL LT LEFT TBM TEMPORARY BENCH MARK ❑ STORM INLET FDOT TYPE 4 INLET FM FM FM TYPE A / DIM DIMENSION LWL LOW WATER LEVEL TC TIME OF CONCENTRATION PVC PIPE DIP DUCTILE IRON PIPE GUY POLE TO TRENCH DRAIN n DISCH DISCHARGE M TDH TOTAL DYNAMIC HEAD FDOT TYPE 5 INLET MANHOLE S DIST DISTANCE MAINT MAINTENANCE TECH TECHNICIAN/TECHNICAL o FOOT TYPE 6 INLET DMH DROP MANHOLE MATL MATERIAL TEMP TEMPORARY DDN DOWN MAX RN DRAIN MACH MECHANICAL TL TOP OF BANK PHONE \\\\P IIIII���Ij N m WATER & REUSE WATER HANDICAP PARKING \ m * .4. --,� o 0 DWG DRAWING ME MITERED END TOC TOP OF CURB HIGHWAY & UTILITIES �a\� , `�, DWY DRIVEWAY MFR MANUFACTURER TOS TOE OF SLOPE N E MGD MILLION GALLONS PER DAY TOT TOTAL MH MANHOLE TS TOP OF SLOPE WATER MAIN - y W �•'a� a < E EAST MHC MANHOLE COVER TWP TOWNSHIP 95 INTERSTATE ROADS = Q7�'�i�'14 �n 1106'' y L BENCHMARK GUY POLE BRICK PAVERS PVC OR DIP PIIPE w' * F- p cez ` E EA EACH MHWL MEAN HIGH WATER LEVEL TYP TYPICAL � Q EC EDGE OF CONCRETE MIN MINIMUM ,..: 11 1/2' BEND �( LIGHT POLE ;,2- jZ yk�rf4; o ED ENERGY DISSIPATOR MISC MISCELLANEOUS U �, '1^ y fv� �\'� Q EF EACH FACE MJ MECHANICAL JOINT UD UNDERDRAIN 0 RECOVERED 4x4 CM WOOD UTILITY POLE DIRT ROAD \�a5:1 22 1/2' BEND �i�P/V'�������"'�p��* < o EFF EFFLUENT MLP METAL LIGHT POLE UG UNDERGROUNDEG EXISTING C SE NOTED�(r -tr SIGNS {�i'r'�8 * Q \\ E/L EASEMENT GRADE MONL MONUMENMEAN T WATER LEVEL UTC UNDERGROUND UON UNLESS yTELEPHONEE CABLE ■ rT CONCRETE UTILITY POLE 8" MAPLE TREE 45' BEND fj��',��11111111/\\\ k' ELB ELBOW MPH MILES PER HOUR SET 4x4 CM 16 15 z w \ / 90' BEND SECTION CORNER ELEC ELECTRIC MSG MEAN SEA LEVEL V © ELECTRIC MANHOLE 8" OAK TREE 21 22 Ld m w ELEV ELEVATION MTG MOUNTING VB VALVE BOX g ELLIP ELLIPSE/ELLIPTICAL ^ I VC VERTICAL CURVE ENC ENCASEMENT V VCP VITRIFIED CLAY PIPE SET IRON ROD ENG ENGINEER ING NAWTH NORTH VERT VERTICAL ����' ( > OT TELEPHONE MANHOLE _$` 8" PINE TREE TEE 50 STATE ROADS EDP EDGE OF PAVEMENT N NORTH VPC VERTICAL POINT OF CURVE !ii�� EQ EQUAL/EQUATION NA NOT APPLICABLE VPI VERTICAL POINT OF INTERSECTION O RECOVERED IRON ROD {� CROSS EQUIP EQUIPMENT N&C NAIL AND CAP VPT VERTICAL POINT OF TANGENCY EQUIV EQUIVALENT NE NORTHEAST \/./ [I] TELEPHONE RISER 8" PALM TREE SILT FENCE ESMT EASEMENT NG NATURAL GROUND VV F77779 CHECK VALVE EST ESTIMATE NIC NOT IN CONTRACT W WEST CONCRETE ELECTRIC BOX EW EACH WAY NO OR # NUMBER W/ WITH ❑E / 8 8" MISC. TREE ��L TRAFFIC FLOW EWL ENDWALL NOM NOMINAL WM WATER MAIN TRANSFORMER �}� DOUBLE DETECTOR PAVEMENT MARKING EXC EXCAVATE/EXCAVATION NTS NOT TO SCALE W/o WITHOUT rJ20 CHECK VALVE EXIST EXISTING NW NORTHWEST WP WATER/WEATHER PROOF COUNTY ROADS ® WELL EXP EXPAND/EXPANSION NWL NORMAL WATER LEVEL WPP WOOD POWER POLE DOUBLE WATER O_� UTILITY POLE EXT EXTEND/EXTENSION O WS WATER SURFACE SERVICE WSWT WET SEASON WATER TABLE g5 OC ON CENTER WT WEIGHT INTERSTATE ROADS® MONITORING WELL H GATE VALVE OD OUTSIDE DIAMETER WV WATER VALVE BLDG OR STRUCTURE OE OR EQUAL WWF WELDED WIRE FABRIC OPNG OPENING WWM WELDED WIRE MESH 50 STATE ROADS ® DUMPSTER FIRE HYDRANT z OPP OPPOSITE �/ O ORCP OVAL REINFORCED CONCRETE PIPE ��;; TYPE F CURB & GUTTER cn OS OUTFALL STRUCTURE YD YARD RIR RR CROSSING SIGN O METER w OVFL OVERFLOW YR YEAR WOOD AND OR METAL OVHD OVERHEAD A A I SC LIGHT POL Poo.REDUCER MIAMI CURB IVI J & AND o- - - RR CROSSING GATE Ld ® AT ,,..�� CONCRETE LIGHT POLE o DELTA kori O BLOWOFF Q ° TRAFFIC SIGNAL POLE o YARD LIGHT SATELLITE DISH BACKFLOW 901 CROSS SECTION DETAIL � N � � � � � � o o PREVENTER 24 —� MISCELLANEOUS SIGN a SAMPLE POINT GUY WIRE JOB # 19085 16+5 UNDERDRAIN CEANOUT DATE: 10/02/20 21 22 SECTION CORNER HANDICAP PARKING O SCALE: N. T. S. RWM RWM RWM— RECLAIM WATER MAIN DESIGNED BY: TTB ED E OF PAVEMENT DRAWN BY: TTB W/O CURB 99.50 SPOT ELEVATION DOUBLE REUSE APPROVED BY: BSB EDIGE OF PAVEMENT WATER SERVICE W CURB C-002 GENERAL NOTES 1. ALL CONSTRUCTION WORK SHALL BE IN ACCORDANCE WITH THE LATEST LOCAL AGENCY DETAILS, THE FDOT "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION" ADOPTED IN 1991 BY THE STATE OF FLORIDA, AND ALL SUPPLEMENTS THERETO, AND THE FDOT 'DESIGN STANDARDS", WHICHEVER IS MORE STRINGENT. 2. ALL FDOT DESIGN INDICES ARE HEREBY INCORPORATED AS PLAN REFERENCES HEREIN. CONTRACTOR IS RESPONSIBLE FOR OBTAINING COMPLETE COPIES OF ALL APPLICABLE INDEX DRAWINGS AND CONSTRUCTING ALL WORKS IN CONFORMANCE WITH THE FDOT DESIGN STANDARDS, LATEST EDITION. 3. THE LOCATIONS OF EXISTING UTILITIES SUCH AS WATER MAINS, SEWER MAINS, GAS LINES, ETC., AS SHOWN ON THE PLANS, WITH THE EXCEPTION OF THE LOCATIONS OF EXISTING UTILITIES AT ALL POINTS OF CONNECTION TO AND AT ALL AREAS OF CONFLICT WITH UTILITY PROVIDER MAINS, WHICH HAVE BEEN FIELD VERIFIED, HAVE BEEN DETERMINED FROM THE BEST AVAILABLE INFORMATION AND ARE PROVIDED FOR THE CONVENIENCE OF THE CONTRACTOR. HOWEVER, THE ENGINEER AND OWNER DO NOT ASSUME RESPONSIBILITY FOR THE SIZES AND LOCATIONS SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFICATION OF THE SIZE AND LOCATION OF ALL EXISTING UTILITIES SHOWN AND NOT SHOWN ON THESE PLANS. 3. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR(S) TO ENSURE THAT ALL REQUIRED PERMITS ARE OBTAINED AND ARE IN HAND AT THE JOB SITE PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. CONTRACTOR SHALL ABIDE BY ALL CONDITIONS CONTAINED THEREIN. PERMITS INCLUDED (BUT NOT NECESSARILY LIMITED TO) ARE: - ACOE NATIONWIDE OR INDIVIDUAL DREDGE AND FILL - FDEP WATER DISTRIBUTION - FDEP SANITARY SEWER COLLECTION AND TRANSMISSION - FDEP REUSE - FDEP DREDGE AND FILL - FDEP NPDES GENERIC PERMIT FOR STORM WATERDI SCH ARGE FROM LARGE AND SMALL CONSTRUCTION ACTIVITIES - FDOT DRIVEWAY CONNECTION - FDOT UTILITY - FDOT STORMWATER DISCHARGE CONNECTION - FLORIDA FISH AND WILDLIFE CONSERVATION COMMISSION PERMIT FOR IMPACTS TO PROTECTED SPECIES - LOCAL RIGHT OF WAY USE LOCAL UNDERGROUND UTILITIES - WATER MANAGEMENT DISTRICT CONSUMPTIVE USE FOR CONSTRUCTION DEWATERING (CUP) - WATER MANAGEMENT DISTRICT ENVIRONMENTAL RESOURCE PERMIT (ERP) 4. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL SETBACKS AND EASEMENTS BEFORE BEGINNING CONSTRUCTION. 5. BENCHMARKS AND OTHER REFERENCE POINTS SHALL BE CAREFULLY MAINTAINED THROUGHOUT THE CONSTRUCTION PERIOD. IF DISTURBED OR DESTROYED, THESE POINTS SHALL BE REPLACED BY A LICENSED FLORIDA PROFESSIONAL LAND SURVEYOR P.L.S. AT CONTRACTOR'S EXPENSE. 6. DIFFERING SITE CONDITIONS FROM THAT WHICH IS REPRESENTED HEREON, WHETHER ABOVE, ON, OR BELOW THE SURFACE OF THE GROUND, SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ENGINEER AND OWNER IN WRITING. NO CLAIM FOR EXPENSES INCURRED BY THE CONTRACTOR DUE TO DIFFERING SITE CONDITIONS WILL BE ALLOWED IF CONTRACTOR FAILS TO PROVIDE THE REQUIRED WRITTEN NOTIFICATION OF SUCH CONDITIONS TO THE ENGINEER AND OWNER. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEMOLITION AND REMOVAL OF ALL EXISTING STRUCTURES, ETC., UNLESS OTHERWISE NOTED. ALL SOIL STRIPPINGS AND ANY UNSUITABLE MATERIAL SHALL BE REMOVED FROM THE SITE AND DISPOSED OF BY THE CONTRACTOR UNLESS OTHERWISE DIRECTED BY THE OWNER. 8. THE CONTRACTOR SHALL PROTECT ALL EXISTING STRUCTURES AND UTILITIES NOTED TO REMAIN FROM DAMAGE OR DISPLACEMENT DURING CONSTRUCTION. IN THE EVENT OBSTRUCTIONS ARE ENCOUNTERED, THE CONTRACTOR SHALL PROMPTLY NOTIFY THE ENGINEER AND THE UTILITY COMPANY. THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL COSTS INCURRED TO REPAIR DAMAGE OR CORRECT DISPLACEMENT. 9. CONTRACTOR SHALL BE EXTREMELY CAUTIOUS WHEN WORKING NEAR TREES WHICH ARE TO BE SAVED, WHETHER SHOWN IN THE PLANS OR DESIGNATED IN THE FIELD. CONTRACTOR SHALL BECOME FAMILIAR WITH AND CONFORM WITH ALL TREE PROTECTION/PRESERVATION PROVISIONS OF THE PRELIMINARY SUBDIVISION PLAN / DEVELOPMENT PLAN AND LOCAL GOVERNMENT. CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACEMENT AND MITIGATION COSTS FOR ANY TREES REMOVED THAT WERE DESIGNATED TO BE PRESERVED. 10. WHEN DETAILS ARE PROVIDED, CONTRACTOR SHALL CONSTRUCT JOB PER SPECIFIC DETAILS, AND NOT BY SCALING FROM THESE PLANS. 11. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE ANY REQUIRED TRAFFIC CONTROL PLANS. ALL WORK SHALL BE EXECUTED UNDER THE ESTABLISHED PLAN AND FDOT, AND LOCAL AGENCY APPROVED PROCEDURES. 12. THE CONTRACTOR SHALL RESTORE OFF SITE CONSTRUCTION AREAS TO EQUAL OR BETTER CONDITION THAN EXISTED PRIOR TO COMMENCEMENT OF CONSTRUCTION. 13. AS -BUILT DRAWINGS SHALL BE KEPT BY THE CONTRACTOR AND SUBMITTED TO THE PROJECT ENGINEER UPON PROJECT COMPLETION. 14. CONTRACTOR SHALL COMPLY WITH ALL LOCAL AGENCY REQUIREMENTS FOR INSPECTION AND TESTING. 15. ALL NEW UTILITIES AND UPGRADED UTILITIES PROVIDED TO OR ON THE SITE MUST BE INSTALLED UNDERGROUND. 16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE RESTORATION OF ANY TRAFFIC SIGNAL EQUIPMENT INCLUDING BUT NOT LIMITED TO FIBER LOOP SENSORS PULL BOXES, CONDUIT TRAFFIC SIGNALS, AND CABINETS. ANY ITEMS DAMAGED BY THE CONTRACTOR WILL BE RESTORED TO THEIR ORIGINAL CONDITIONS UNLESS OTHERWISE AGREED UPON BY THE COUNTY TRAFFIC ENGINEER. 17. ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH UTILITY PROVIDER'S STANDARDS AND CONSTRUCTION SPECIFICATIONS, LATEST EDITION. 18. CONTRACTOR SHALL NOTIFY ALL APPROPRIATE U1LITY COMPANIES OF PROPOSED START OF WORK IN ACCORDANCE WITH THEIR STANDARD REQUIREMENTS; INCLUDING BUT NOT LIMITED TO, WATER, RECLAIMED WATER, SEWER, POWER, TELEPHONE, GAS AND CABLE TV COMPANIES. 19. PRIOR TO COMMENCEMENT, CONTRACTOR SHALL PROVIDE ENGINEER WITH CONSTRUCTION SCHEDULE FOR VARIOUS SITE WORK ELEMENTS SO THAT PERIODIC SITE VISITS MAY BE COORDINATED TO ENSURE TIMELY CERTIFICATION OF COMPLE11ON TO AGENCIES AND AVOID DELAYS IN ISSUANCE OF CERTIFICATES OF OCCUPANCY/COMPLETION. 20. ALL RECOMMENDATIONS AND REQUIREMENTS OF INSPECTION PERSONNEL OTHER THAN OWNER/OWNER'S REPRESENTATIVE SHALL BE REPORTED TO ENGINEER/OWNER/OWNER'S REPRESENTATIVE PRIOR TO IMPLEMENTATION. COMPENSATION WILL NOT BE ALLOWED FOR WORK THAT IS NOT AUTHORIZED BY ENGINEER/OWNER/OWNER'S REPRESENTATIVE. 21. CONTRACTOR SHALL CONFIRM COMPATIBILITY OF PIPE SLOPES AND INVERTS DURING SHOP DRAWING AND MATERIALS ORDERING PHASE OF PROJECT AND ADVISE ENGINEER OF ANY DISCREPANCIES. 22. NO EXISTING MATERIAL SHALL BE USED IN NEW CONSTRUCTION UNLESS APPROVED DURING THE SHOP DRAWING APPROVAL PROCESS BY ENGINEER/OWNER/OWNER'S REPRESENTATIVE IN WRITING. 23. CONTRACTOR SHALL STAKE ALL IMPROVEMENTS USING THE PLAT(S), ROAD CENTERLINE GEOMETRY, AND BUILDING COORDINATES PROVIDED IN THESE PLANS. CONTRACTOR SHALL CONFIRM WITH THE ENGINEER THAT THE PLAT IS CURRENT PRIOR TO CONSTRUCTION. 24. CONTRACTOR SHALL CONFIRM THE BUILDING DIMENSIONS SHOWN HEREIN WITH THOSE IN THE FINAL ARCHITECTURAL DRAWINGS PRIOR TO STAKEOUT. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO COMPLETELY STAKE AND CHECK ALL IMPROVEMENTS TO ENSURE ADEQUATE POSITIONING, BOTH HORIZONTAL AND VERTICAL, INCLUDING MINIMUM BUILDING SETBACKS PRIOR TO THE INSTALLATION OF ANY IMPROVEMENT. PAVING AND DRAINAGE 1. THE CONTRACTOR SHALL CONSTRUCT PAVEMENT IN ACCORDANCE WITH TYPICAL PAVEMENT SECTIONS AND LOCAL AGENCY SPECIFICATIONS. THE FINISHED PAVEMENT GRADES SHALL CONFORM TO THOSE SPECIFIED ON THE GRADING PLAN. 2. FLORIDA LAW (F.S. 553.851) PROTECTION OF UNDERGROUND PIPELINES MANDATES THAT "NO EXCAVATOR SHALL COMMENCE OR PERFORM ANY EXCAVATION IN ANY PUBLIC OR PRIVATE STREET, ALLEY, RIGHT-OF-WAY DEDICATED TO THE PUBLIC USE, OR GAS UTILITY EASEMENT WITHOUT FIRST OBTAINING INFORMATION CONCERNING THE POSSIBLE LOCATION OF GAS PIPELINES IN THE AREA OF THE PROPOSED EXCAVATION." THIS INCLUDES ANY OPERATION UTILIZING HAND TOOLS OR POWER TOOLS WHICH MOVES OR REMOVES ANY STRUCTURE, EARTH, ROCK, OR OTHER MASS OF MATERIAL BY SUCH METHODS AS DIGGING, BACKFILLING, DEMOLITION, GRADING, DITCHING, DRILLING, BORING AND CABLE PLOWING. THE EXCAVATOR MUST NOTIFY THE GAS UTILITY A MINIMUM OF 48 HOURS AND A MAXIMUM OF 5 DAYS PRIOR TO EXCAVATING (EXCLUDING SATURDAYS, SUNDAYS, AND LEGAL HOLIDAYS). 3. EXCAVATION, PAVING, AND STORM SEWER WORK SHALL BE DONE IN ACCORDANCE WITH FDOT "STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION", LATEST EDITION, AND LOCAL AGENCY SPECIFICATIONS. 4. UNLESS OTHERWISE NOTED, GRADE TO MEET EXISTING ELEVATIONS AT PROPERTY LINES. CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE OF THE SITE TO THE RETENTION PONDS AS SHOWN BY PROPOSED GRADES AND FLOW ARROWS. 5. DURING CONSTRUCTION, THE CONTRACTOR SHALL PROVIDE ADEQUATE DRAINAGE AND PROPER SOIL EROSION CONTROL MEASURES FOR PROTECTION OF ALL DRAINAGE AND SEWER STRUCTURES AND AT ALL ADJACENT LANDS AND ROADS. 6. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY AND ALL GEOTECHNICAL REPORTS PREPARED FOR THE SITE. GEOTECHNICAL RECOMMENDATIONS ARE NOT THE RESPONSIBILITY OF ENGINEER. ENGINEER HAS RELIED ON THE GEOTECHNICAL REPORT(S) IN PREPARATION OF THE DRAWINGS. ANY CONFLICT BETWEEN INFORMATION WITHIN THE REPORT AND THESE DRAWINGS SHALL BE REPORTED TO ENGINEER/OWNER /OWNER'S REPRESENTATIVE. ENGINEER ASSUMES NO RESPONSIBILITY FOR THE CORRECTNESS, COMPLETENESS, OR ACCURACY OF GEOTECHNICAL INFORMATION. 7. THE SITE SHALL BE CLEARED OF ALL TREES EXCEPT THOSE WHICH ARE DESIGNATED TO BE SAVED OR RELOCATED. BEFORE CONSTRUCTION, THE CONTRACTOR SHALL MEET AT THE SITE WITH THE OWNER. AT THIS TIME, ANY TREES TO BE SAVED SHALL BE POINTED OUT AND TAGGED. THESE TREES SHALL BE PROTECTED FROM DAMAGE. 8. THE CONTRACTOR SHALL IMMEDIATELY N011FY THE SUPERVISING ENGINEER IF A PAVEMENT OR FOUNDATION STAKE IS DISTURBED. 9. THE CONTRACTOR SHALL INSTALL DROP CURBS AND HANDICAP RAMPS AT ALL INTERSECTIONS OF THE SIDEWALK WITH THE PROPOSED PAVEMENT, UNLESS OTHERWISE SPECIFIED. 10. FOR HORIZONTAL AND VERTICAL CLEARANCES BETWEEN STORM PIPES AND WATER MAINS/SERVICES, SEE WATER NOTES ON THIS SHEET AND FDEP SEPARATION TABLE ON UTILITY PLAN. 11. ALL PUBLIC STORM PIPE MATERIALS SHALL BE REINFORCED CONCRETE PIPE (RCP) ASTM C-76 CLASS III, UNLESS OTHERWISE SPECIFIED. LIFTING HOLES ARE PROHIBITED. 12. ALL PRIVATE STORM PIPE MATERIALS SHALL BE AS FOLLOWS: 12.1. DIAMETERS LESS THAN OR EQUAL TO 12-INCH SHALL BE HIGH DENSITY POLYETHYLENE (HDPE) PIPE 12.2. DIAMETERS GREATER THAN OREQUAL TO 15-INCH SHALL BE HIGH PERFORMANCE POLYPROPYLENE (HP) PIPE. 13. MINIMUM COVER OVER ALL PIPE SHALL BE 36-INCHES FROM TOP OF PIPE TO FINISHED GRADE, UNLESS OTHERWISE NOTED. 14. ALL STORM SYSTEM MANHOLE AND INLET STRUCTURES SHALL BE PRECAST CONCRETE. 15. THE CONTRACTOR SHALL USE CONCRETE WITH A MINIMUM 28 DAY STRENGTH OF 3,000 P.S.L. 16. ALL SIDEWALK WIDTHS SHALL BE AS NOTED ON THE SITE PLAN AND SHALL HAVE 1-INCH DEEP CONTRACTION JOINTS EVERY 5-FEET AND AN EXPANSION JOINT EVERY 20-FEET (MINIMUM). MAXIMUM SIDEWALK CROSS SLOPES SHALL BE 2.00% AND MAXIMUM SIDEWALK RUNNING SLOPES SHALL BE 5.00% EXCEPT AT RAMP LOCATIONS. MAXIMUM RAMP SLOPES SHALL BE 8.337o. 17. PROVIDE FDOT TYPE III SILT FENCE ALONG THE PROPERTY LINES AND PHASE LINES AS WELL AS ANY CONSTRUCTION WITHIN THE OTHER PHASES THAT IS DEEMED NECESSARY. 18. ALL TEST REPORTS GENERATED BY A TESTING FIRM ARE TO HAVE COPIES SENT DIRECTLY TO THE LOCAL AGENCY AS SOON AS THEY ARE GENERATED. CLEARANCE FROM THE LOCAL AGENCY SHALL BE RECEIVED PRIOR TO PAVING. 19. THE BASE COURSE SHALL NOT BE CONSTRUCTED UNTIL AFTER SUBGRADE CONSTRUCTION HAS BEEN COMPLETED AND REQUIRED SUBGRADE TEST RESULTS HAVE BEEN SUBMITTED TO AND APPROVED BY THE LOCAL AGENCY'S ENGINEER. 20. THE FINISHED BASE COURSE SHALL BE PRIMED WITHOUT DELAY, PROTECTED FROM HEAVY TRAFFIC, AND CONTINUOUSLY MAINTAINED FREE OF DAMAGE UNTIL THE WEARING SURFACE IS APPLIED. ALL BAD AREAS SHALL BE CUT OUT AND REPLACED PRIOR TO APPLYING WEARING SURFACE. 21. ASSUMING ACCEPTABLE CURING, THE WEARING SURFACE SHALL BE APPLIED NO SOONER THAN SEVEN (7) DAYS AND NO LATER THAN THIRTY (30) DAYS AFTER BASE COMPLETION. 22. ALL CONCRETE PIPE JOINTS SHALL BE WRAPPED IN FILTER FABRIC. 23. ROADWAY MARKING, STRIPING, SIGNS, AND OTHER TRAFFIC CONTROL DEVICES SHALL BE IN ACCORDANCE WITH THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS" (MUTCD), INCLUDING SUBSEQUENT REVISIONS AND ADDENDUMS, AS PUBLISHED BY THE USDOT FEDERAL HIGHWAY ADMINISTRATION AS WELL AS FDOT AND LOCAL AGENCY STANDARDS AND SPECIFICATIONS. 24. REGULATORY SIGNS AND MARKINGS SHALL BE IN PLACE PRIOR TO FINAL INSPECTION OF PAVING AND DRAINAGE IMPROVEMENTS. 25. PAVEMENT RETURN RADII SHALL BE MEASURED TO THE EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. 26.POND SLOPES AND BERMS SHALL BE SODDED TO TWO (2) FEET BELOW THE NORMAL WATER LINE (N.W.L.). IN THE CASE OF DRY BOTTOM PONDS, THE BOTTOM WILL BE SEEDED AND MULCHED UNLESS OTHERWISE SPECIFIED. 27. ALL PRECAST DRAINAGE STRUCTURES TO HAVE STEEL FRAME. ALL STRUCTURES IN PAVED AREAS TO HAVE STEEL RECTILINEAR GRATES WITH H-20 LOADING. 28. CONTRACTOR SHALL NOT COMPACT, STABILIZE, OR CONSTRUCT BASE COURSE WITHIN LANDSCAPE ISLANDS, TRACTS OR MEDIANS. WHERE SUCH TREATMENT DOES OCCUR, IT SHALL BE REMOVED AND REPLACED WITH SUITABLE PLANTING SOILS ACCEPTABLE TO LANDSCAPE ARCHITECT. 29. YARD DRAINS SHALL BE NYOPLAST INLINE DRAINS AND DRAIN BASINS, OR APPROVED EQUAL, WITH CAST IRON GRATES AND WATERTIGHT ADAPTER CONNECTIONS. DOMED GRATES SHALL BE PROVIDED IN NON -SODDED AREAS. 30. ALL FIRE HYDRANT LOCATIONS SHALL BE MARKED BY PLACING BLUE REFLECTIVE PAVEMENT MARKERS IN THE CENTER OF THE NEAREST TRAVEL LANE. 31. MINIMUM LONGITUDINAL SLOPE OF CURB SHALL BE 0.30% UNLESS SPECIFIED OTHERWISE. 32. FINISHED FLOOR ELEVATION IS TYPICALLY 8" INCHES ABOVE DESIGN FINISHED GRADE AT OUTSIDE PERIMETER OF BUILDINGS EXCEPT AT ENTRIES AND WHERE OTHERWISE SHOWN. 33. CONTRACTOR SHALL REMOVE ALL MUCK DEPOSITS IN CONSTRUCTION AREAS AND AREAS TO BE FILLED. SEE GEOTECHNICAL REPORT. 34. DRAINAGE MANHOLES AND INLETS (NOT INCLUDING CONTROL STRUCTURES) IN THE PLANS ARE IDENTIFIED BY TOP TYPE ONLY. CONTRACTOR SHALL PROVIDE STANDARD DITCH BOTTOM INLET TOPS AND TYPE 'J' OR 'P' STRUCTURE BOTTOMS, SIZED AS REQUIRED TO ACCOMMODATE PIPE SIZES AND ORIENTATIONS SHOWN. SHOP DRAWINGS SHALL BE SUBMITTED WHICH CLEARLY REPRESENT SUCH DATA. 35. CONTRACTOR SHALL STABILIZE AND PROTECT ALL END WALL, MITERED END SECTION, FLARED END SECTION, ETC. STRUCTURES THROUGHOUT THE PROJECT UNTIL THE BANK SLOPES OF THE RECEIVING WATER BODY ARE STABILIZED AND ACCEPTED BY OWNER. SANITARY SEWER 1. ROOF DRAINS, FOUNDA11ON DRAINS OR OTHER STORM WATER CONNECTIONS TO THE SANITARY SEWER ARE PROHIBITED. 2. GRAVITY SEWER PIPE SHALL BE SDR35 PVC AND SHALL MEET ASTM D3034, UNLESS OTHERWISE SPECIFIED. 3. ALL SANITARY SERVICE LATERALS SHALL BE 6-INCH DIAMETER PVC AND SHALL END WITH A CLEAN OUT. 4. ALL SANITARY SEWER PIPE SHALL BE COLORED GREEN. 5. ALL SANITARY SEWER MANHOLES SHALL HAVE A MINIMUM DIAMETER OF 48-INCHES AND A MINIMUM ACCESS DIAMETER OF 22-INCHES. 6. MINIMUM COVER OVER ALL PIPE SHALL BE 36-INCHES FROM TOP OF PIPE TO FINISHED GRADE, UNLESS OTHERWISE NOTED. 7. FOR HORIZONTAL AND VERTICAL CLEARANCES BETWEEN SANITARY SEWER MAINS/ LATERALS AND WATER MAINS/SERVICES, SEE WATER NOTES ON THIS SHEET AND FDEP SEPARATION TABLE ON UTILITY PLAN. 8. WHERE SOIL REPORT INDICATES THE POSSIBILITY OF UNSUITABLE MATERIAL IN THE VICINITY OF SANITARY LINES, THE CONTRACTOR SHALL DETERMINE THE NATURE AND EXTENT OF THIS UNSUITABLE MATERIAL, PREPARE TRENCH, AND INSTALL THE SEWER LINE IN ACCORDANCE WITH ASTM D-2321. IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE ENGINEER OF THIS UNSUITABLE MATERIAL. 9. THE CONTRACTOR SHALL BE REQUIRED TO PERFORM INFILTRATION OR EXFILTRATION TEST, WHICHEVER IS APPLICABLE. INFILTRATION SHALL NOT EXCEED 50 GALLONS PER DAY PER INCH OF DIAMETER PER MILE OF LENGTH, OR THE COMPUTED EQUIVALENT FOR SHORTER LENGTHS OF TIME. THE CONTRACTOR SHALL MEET ALL REQUIREMENTS, CODES, AND ORDINANCES OF THE WASTEWATER TRANSMISSION AUTHORITY INCLUDING ADVANCED NOTIFICATION PRIOR TO CONSTRUCTION AND TESTING. 10. MADDEN, MOORHEAD & STOKES, LLC SHALL BE NOTIFIED A MINIMUM OF FIVE (5) FULL WORKING DAYS PRIOR TO CONSTRUCTION AND TESTING OF THE SANITARY SEWER, PHONE 407 -629-8330. 11. THE CONTRACTOR SHALL SUPPLY COMPLETE "AS BUILT" INFORMATION RELATIVE TO INVERTS, RIM ELEVATIONS, LOCATION OF MANHOLES AND LENGTHS OF PIPE. LATERALS SHALL BE LOCATED FROM THE CENTERLINE OF THE NEAREST DOWNSTREAM MANHOLE. THE INFORMATION SHALL BE SUBMITTED ON LEGIBLY MARKED -UP PRINTS TO THE ENGINEER WITHIN TWO (2) WEEKS OF COMPLETION OF SEWER CONSTRUCTION. 12. CONTRACTOR SHALL RECEIVE SEWER CERTIFICATION PRIOR TO PLACEMENT OF BASE COURSE. 13. MINIMUM SLOPE ON ALL SANITARY SEWER GRAVITY MAINS SHALL BE IN ACCORDANCE WITH UTILITY PROVIDERS STANDARDS AND CONSTRUCTION SPECIFICATIONS LATEST EDITION. 14. ALL SANITARY SERVICE LOCATIONS SHALL BE MARKED BY CUTTING AN "S" INTO THE CURB. 15. MARK RESIDENTIAL LATERALS WITH 6-FOOT HIGH PIECE OF 2"x4" PLANK PAINTED GREEN WITH LOT NUMBER CLEARLY MARKED AND AN 'S' IMPRESSED IN THE CURB. 16. AIR RELEASE VALVES SHALL BE REQUIRED AT ALL HIGH POINTS ALONG THE FORCE MAIN. 17. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT AN EVEN TRANSI11ON IS MAINTAINED WHERE ASPHALT PAVING ABUTS MANHOLE/VALVE COVERS IN PAVED AREAS. AT EACH OF THESE LOCATIONS THE CONTRACTOR SHALL POUR AN 8-INCH THICK CONCRETE APRON AROUND THE MANHOLE/VALVE COVER A MINIMUM OF 4'x4' AT MANHOLES, AND 2'x2' AT VALVE COVERS LEVEL WITH THE FINAL LIFT OF ASPHALT. 18. PIPE LENGTHS SHOWN REPRESENT SCALED DISTANCES BETWEEN MANHOLE CENTERLINE. 19. INVERTS OF SANITARY SERVICE LATERALS AT THEIR CONNECTION TO SANITARY MANHOLES SHALL BE NO MORE THAN ONE (1) FOOT ABOVE THE MANHOLE INVERT. 20. PRIOR TO PAVING, CONTRACTOR SHALL VERIFY THE AS -BUILT SANITARY SEWER PIPE SLOPES. MINIMUM SLOPES SHALL BE IN ACCORDANCE WITH THE GREATER OF FDEP OR THE UTILITY PROVIDER'S MINIMUM CRITERIA. ANY LINE NOT MEETING MINIMUM SLOPES SHALL BE RELAYED BY CONTRACTOR TO MEET THE MINIMUM SLOPE REQUIREMENT AT NO ADDITIONAL COST. 21. MANHOLE LIFT HOLES AND GRADE ADJUSTMENT RINGS SHALL BE SEALED WITH NON -SHRINKING MORTAR OR OTHER APPROPRIATE MATERIAL. 22. INLET AND OUTLET PIPES SHALL BE JOINED TO THE MANHOLE WITH A GASKETED FLEXIBLE WATER -TIGHT CONNECTION OR ANOTHER WATER -TIGHT CONNECTION ARRANGEMENT THAT ALLOWS DIFFERENTIAL SETTLEMENT OF THE PIPE AND MANHOLE WALL. 23. WATER -TIGHT MANHOLE COVERS SHALL BE USED WHEREVER THE MANHOLE TOPS MAY BE FLOODED BY STREET RUNOFF OF HIGH WATER. WATER 1. ALL MATERIALS AND CONSTRUC11ON REQUIREMENTS FOR THE FIRE SERVICE, WATER LINES, CHECK VALVES, BACKFLOW PREVENTERS, GATE VALVES, ETC., SHALL BE IN ACCORDANCE WITH LOCAL AGENCY STANDARD DETAILS AND CONSTRUCTION SPECIFICATIONS. 2 ALL CONSTRUC11ON AND MATERIALS SHALL BE IN COMPLIANCE WITH AWWA STANDARDS AND IN ACCORDANCE WITH LOCAL AGENCY STANDARDS. 3. ALL PUBLIC WATER SYSTEM COMPONENTS, EXCLUDING FIRE HYDRANTS, THAT WILL BE INSTALLED UNDER THIS PROJECT AND THAT WILL COME INTO CONTACT WITH DRINKING WATER WILL CONFORM TO NSF INTERNATIONAL STANDARD 61 AND WILL BE MARKED WITH THE NSF SEAL OF APPROVAL 4. CONTRACTOR SHALL VERIFY SIZE AND TYPE OF EXISTING MAIN PRIOR TO ORDERING TAPPING MATERIALS FOR TIE-INS. 5. SITE CONTRACTOR SHALL COORDINATE AND VERIFY ALL U11UTY SERVICES WITH FINAL ARCHITECTURAL DRAWINGS AND BUILDING CONTRACTOR. 6. SITE UTILITY WORK SHALL TERMINATE 5-FEET FROM BUILDINGS UNLESS OTHERWISE STATED. 7. MINIMUM COVER OVER ALL PIPE SHALL BE 36-INCHES FROM TOP OF PIPE TO FINISHED GRADE, UNLESS OTHERWISE NOTED. 8. THE WATER MAIN SHALL BE LOCATED ABOVE THE STORMWATER AND SANITARY MAINS AT CONFLICTS, WHERE POSSIBLE. 9. VERTICAL SEPARATION BETWEEN UNDERGROUND POTABLE WATER MAINS AND SANITARY OR STORM SEWERS, WASTEWATER OR STORMWATER FORCE MAINS, AND RECLAIMED WATER PIPELINES: 9.1. NEW OR RELOCATED, UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR PROPOSED GRAVITY- OR VACUUM -TYPE SANITARY SEWER OR STORM SEWER SHALL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST 12 INCHES ABOVE OR BELOW THE OUTSIDE OF THE OTHER PIPELINE HOWEVER, IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE 9.2 NEW OR RELOCATED, UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR PROPOSED PRESSURE -TYPE SANITARY SEWER, WASTEWATER OR STORMWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER SHALL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST 12 INCHES ABOVE OR BELOW THE OUTSIDE OF THE OTHER PIPELINE HOWEVER, IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE 10. HORIZONTAL SEPARATON BETWEEN UNDERGROUND WATER MAINS AND SANITARY OR STORM SEWERS, WASTEWATER OR STORMWATER FORCE MAINS, RECLAIMED WATER PIPELINES, AND ON -SITE SEWAGE TREATMENT AND DISPOSAL SYSTEMS: 10.1. NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST THREE FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED STORM SEWER, STORMWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C. 10.2 NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST THREE FEET, AND PREFERABLY TEN FEET, BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED VACUUM -TYPE SANITARY SEWER. 10.3. NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST SIX FEET, AND PREFERABLY TEN FEET, BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED GRAVITY- OR PRESSURE -TYPE SANITARY SEWER WASTEWATER FORCE MAIN OR PIPELINE CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62-61Q F.A.C. THE MINIMUM HORIZONTAL SEPARATION DISTANCE BETWEEN WATER MAINS AND GRAVITY -TYPE SANITARY SEWERS SHALL BE REDUCED TO THREE FEET WHERE THE BOTTOM OF THE WATER MAIN IS LAID AT LEAST SIX INCHES ABOVE THE TOP OF THE SEWER. 10.4. NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST TEN FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND ALL PARTS OF ANY EXISTING OR PROPOSED "ON -SITE SEWAGE TREATMENT AND DISPOSAL SYSTEM" AS DEFINED IN SEC11ON 381.0065(2), F.S., AND RULE 64E-6.002, F.A.C. 11. AT THE UTILITY CROSSINGS DESCRIBED IN NOTES 8 AND 9 ABOVE, ONE FULL LENGTH OF WATER MAIN PIPE SHALL BE CENTERED ABOVE OR BELOW THE OTHER PIPELINE SO THE WATER MAIN JOINTS WILL BE AS FAR AS POSSIBLE FROM THE OTHER PIPELINE ALTERNATIVELY, AT SUCH CROSSING, THE PIPES SHALL BE ARRANGED SO THAT ALL WATER MAIN JOINTS ARE AT LEAST THREE FEET FROM ALL JOINTS IN VACUUM -TYPE SANITARY SEVERS, STORM SEWERS, STORMWATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C., AND AT LEAST SIX FEET FROM ALL JOINTS IN GRAVITY -OR PRESSURE -TYPE SANITARY SEWERS, WASTEWATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C. 12 WATER LINES 2-INCHES, OR LESS, IN DIAMETER SHALL BE POLYETHYLENE TUBING. 13. WATER LINES 4-INCH TO 12-INCH IN DIAMETER SHALL BE NSF LOGO PVC PIPE CONFORMING TO AWWA C-900 AND BE DR-1& 14. ALL FITTINGS SHALL BE DUCTILE IRON (D.I.) OR GRAY IRON MECHANICAL JOINTS WITH A MINIMUM PRESSURE RATING OF 250 P.S.I. CONFORMING TO ANSI A-21.10 / AWWA C-110, OR D.I. COMPACT FITTINGS FOR DIAMETERS 4-INCH TO 12-INCH CONFORMING TO ANSI A-21.53 / AWWA C-153. 15. FROM THE POINT OF SERVICE (P.O.S.) FORWARD AS DESIGNATED BY F.S. 633, FIRE SUPPLY PIPE SHALL BE DR-14 AND TESTED AT 200 PSI FOR TWO HOURS. 16. GATE VALVES SHALL CONFORM TO AWWA C-509-87, WITH WRENCH NUT EXTENSION STEMS AND OTHER APPURTENANCES AS REQUIRED AND SHALL BE IRON BODY, FULL BRONZE MOUNTED, DOUBLE DISK, PARALLEL SEAT, NON -RISING STEM VALVES WITH O-RING SEALS AND END CONNECTIONS AS CALLED FOR ON THE PLANS. ALL TEES, CAPS, PLUGS, BENDS, VALVES, ETC., SHALL BE PROVIDED WITH GRIP RING RESTRAINTS. 17. ALL NON-METALLIC WATER MAINS SHALL BE INSTALLED WITH A CONTINUOUS, INSULATED 10 GAUGE COPPER WIRE INSTALLED DIRECTLY ON TOP OF THE PIPE FOR LOCATION PURPOSES, IN ADDITION, ALL PVC WATER MAINS SHALL BE A SOLID BLUE COLOR. ALL LETTERING SHALL APPEAR LEGIBLY ON PIPE AND SHALL RUN THE ENTIRE LENGTH OF THE PIPE LETTERING SHALL READ AS IS ACCEPTABLE FOR THE INTENDED USE. 1& SERVICE MAINS FOR FIRE HYDRANTS SHALL BE INSTALLED IN ACCORDANCE WITH NFPA 24, LATEST EDITION. 19. NEW FIRE HYDRANTS SHALL BE INSTALLED SO THAT 5-1/4" INCH PORT IS FACING THE ROADWAY BY WHICH IT IS ACCESSED. HYDRANTS SHALL BE P0911ONED NOT MORE THAN 5 FEET AWAY FROM THE CURB OR BERM OF THE ROADWAY. 20. HYDROSTATIC TESTING AND THE DISINFEC11ON OF THE WATER DISTRIBUTION SYSTEM SHALL BE DONE IN ACCORDANCE WITH AWWA STANDARDS. HYDROSTATIC TESTING TO BE DONE IN ACCORDANCE WITH AWWA C-600 FOR DUCTILE IRON PIPE AND C-605 FOR PVC PIPE. DISINFECTING AND BACTERIOLOGICAL EVALUA11ON TO BE DONE IN ACCORDANCE WITH AWWA C-651 AND RULE 62-555.340 F.A.C. 21. THE CONTRACTOR SHALL SUPPLY COMPLETE AS -BUILT INFORMA11ON RELATIVE TO LOCA11ON AND ELEVATION OF ALL WATER LINES AND SERVICES. THE INFORMATION SHALL BE SUBMITTED ON LEGIBLY MARKED -UP PRINTS TO THE ENGINEER WITHIN TWO (2) WEEKS OF THE COMPLETION OF THE WATER LINE CONSTRUCTION. 22 CONTRACTOR SHALL COORDINATE ALL UTILITIES SYSTEMS TEST SCHEDULING TO ALLOW ENGINEER'S ATTENDANCE PROVIDING MINIMUM NOTICE OF FIVE (5) WORKING DAYS. CONTRACTOR'S FAILURE TO PROPERLY N011FY ENGINEER MAY RESULT IN RETESTING AT ENGINEER'S OPTION AND AT CONTRACTOR'S EXPENSE 23. NEW HYDRANTS SHALL BE TESTED AND IN PROPER WORKING ORDER WITH DUTILITY PROVIDERMENTATION SUPPLIED TO THE FIRE MARSHAL PRIOR TO ANY COMBUSTIBLE CONSTRUCTION. (I.E. FIRE FLOW TEST SHALL BE PERFORMED) 24. DEFLEC11ONS AT PIPE JOINTS SHALL NOT EXCEED THE LESSOR OF THOSE RECOMMENDED BY THE PIPE MANUFACTURER OR UTILITY PROVIDER'S CONSTRUC11ON SPECIFICATIONS. 25. ALL PIPE AND PIPE FITTINGS INSTALLED UNDER THIS PROJECT SHALL BE COLOR CODED IN ACCORDANCE WITH SUB PARAGRAPH 62-555.320(21)(B)3, F.A.C. USING BLUE AS A PREDOMINANT COLOR. ALL DUCTILE IRON WATER MAINS SHALL BE MARKED WITH A CONTINUOUS STRIPE LOCATED WITHIN THE TOP 90 DEGREES OF THE PIPE SAID STRIPE SHALL BE A MINIMUM 2 INCHES IN WIDTH AND SHALL BE BLUE IN COLOR. BACKFILL SHALL NOT BE PLACED FOR 30 MINUTES FOLLOWING PAINT APPLICATION. FOR PIPE WITH AN INTERNAL DIAMETER OF 24" OR GREATER, TAPE OR PAINT SHALL BE APPLIED IN CONTINUOUS LINES A LONG EACH SIDE OF THE PIPE AS WELL AS ALONG THE TOP OF THE PIPE 26. MARK RESIDENTIAL SERVICES WITH 6-FOOT HIGH PIECE OF 27x4" PLANK PAINTED BLUE WITH LOT NUMBER CLEARLY MARKED AND A 'W IMPRESSED IN THE CURB. IT IS THE INTENT THAT EVERY LOT IS PROVIDED WITH A WATER SERVICE; THEREFORE IT IS THE CONTRACTOR'S RESPONSIBILITY TO INSTALL A WATER SERVICE TO EACH LOT. 27. PIPE MATERIALS: PVC - ALL PIPE, PIPE FITTINGS, PIPE JOINT PACKING AND JOINTING MATERIALS, VALVES, FIRE HYDRANTS, AND METERS INSTALLED UNDER THIS PROJECT SHALL CONFORM TO APPLICABLE AWWA STANDARDS AND SHALL BE MANUFACTURED IN ACCORDANCE WITH AWWA STANDARD C900, LATEST EDITION. PVC SHALL BE MANUFACTURED IN ACCORDANCE WITH AWWA STANDARD C900. THE PVC SHALL HAVE A MINIMUM WORKING PRESSURE OF 150 P.S.I. AND SHALL HAVE A DIMENSION RATIO (DR) OF 1& PIPE SHALL BE THE SAME O.D. AS DUCTILE IRON PIPE PVC JOINT - SHALL BE IN ACCORDANCE WITH ASTM D3139. DUCTILE IRON - SHALL CONFORM TO ANSI/AWWA C15O/C151. A MINIMUM OF CLASS 50 PIPE SHALL BE SUPPLIED. DUCTILE IRON JOINT - SHALL BE IN ACCORDANCE WITH ANSI A21.11 AND AWWA C111. SERVICES - SHALL BE IN ACCORDANCE WITH AWWA C901/C800 STANDARDS FOR POLYETHYLENE TUBING, CLASS 160. 2a WATER MAIN CONNEC1ON SHALL BE MADE UNDER THE SUPERVISION OF THE UTILITY PROVIDER. ALL VALVES SHALL BE OPERATED BY UTILITY PROVIDER PERSONNEL ONLY. 29. ALL PIPE AND PIPE FITTINGS INSTALLED UNDER THIS PROJECT SHALL CONTAIN NO MORE THAN &O% LEAD, AND ANY SOLDER OR FLUX USED IN THIS PROJECT SHALL CONTAIN NO MORE THAN 0.2% LEAD. 30. NEW OR ALTERED FIRE HYDRANT LEADS SHALL HAVE A MINIMUM INSIDE DIAMETER OF 6-INCH AND SHALL INCLUDE AN AUXILIARY VALVE 31. A CONTINUOUS AND UNIFORM BEDDING WILL BE PROVIDED IN TRENCHES FOR UNDERGROUND PIPE INSTALLED UNDER THIS PROJECT, BACKFILL MATERIAL WILL BE TAMPED IN LAYERS AROUND UNDERGROUND PIPE INSTALLED UNDER THIS PROJECT AND TO A SUFFICIENT HEIGHT ABOVE THE PIPE TO ADEQUATELY SUPPORT AND PROTECT THE PIPE; AND UNSUITABLY SIZED STONES (AS DESCRIBED IN APPLICABLE AWWA STANDARDS OR MANUFACTURERS' RECOMMENDED INSTALLATION PROCEDURES) FOUND IN TRENCHES WILL BE REMOVED FOR A DEPTH OF A LEAST SIX INCHES BELOW THE BOTTOM OF UNDERGROUND PIPE INSTALLED UNDER THIS PROJECT. 32 CONTRACTOR SHALL NOT ACTIVATE WATER SERVICE UNTIL FDEP HAS CLEARED THE SYSTEM FOR USE AND THE CLEARANCE LETTER HAS BEEN RECEIVED BY THE OWNER. 33. ENGINEER RESERVES THE RIGHT TO WITHHOLD AUTHORIZATION OF PAYMENT FOR ANY PORTION OF THE UTILITIES PIPE WORK WHICH HAS NOT BEEN TESTED, OBSERVED BY ENGINEER, AND REPORTED TO CONFORM TO PROJECT SPECIFICATIONS RECLAIMED WATER 1. POLYVINYL CHLORIDE PLASTIC PIPE (PVC) 4-INCH THROUGH 12-INCH SHALL BE MANUFACTURED IN ACCORDANCE WITH ANSI/AWWA C900 (LATEST EDITION) AND SHALL HAVE A MINIMUM WORKING PRESSURE OF 150 PSI AND HAVE A DR (DIMENSION RATIO) OF 18. PIPE SHALL BE PURPLE AND LABELED "RECLAIMED WATER" OR "NON POTABLE WATER" PROMINENTLY ON EACH PIPE JOINT. JOINTS SHALL BE OF THE PUSH -ON TYPE AND COUPLINGS SHALL CONFORM TO ASTM D3139 DR18 PIPE. 2. DUCTILE IRON PIPE (DIP) SHALL BE STANDARD PRESSURE CLASS 350 IN SIZES 4-INCH THROUGH 12-INCH AND CONFORM TO ANSI/AWWA C150/A21.50 (LATEST EDITION). ALL DUCTILE IRON PIPE SHALL HAVE CEMENT MORTAR LINING AS SPECIFIED IN ANSI/AWWA C104/A21.4 (LATEST EDITION). PIPE JOINTS SHALL BE OF THE PUSH -ON RUBBER GASKET TYPE CONFORMING TO ANSI/AWWA C111/A21.11 (LATEST EDITION). 3. PIPE SIZES GREATER THAN 12" IN BOTH PVC AND DUCTILE IRON SHALL BE SEPARATELY SPECIFIED ON THE PLANS; WITH THICKNESS CLASSES TO BE SHOWN BASED ON WORKING PRESSURES, PIPE DEPTH AND TRENCH CONDITIONS. 4. COMPACT FITTINGS FOR DUCTILE IRON PIPE AND PVC C900 PIPE SHALL BE DUCTILE IRON AND SHALL CONFORM TO ANSI/AWWA C153/A21.53 (LATEST EDITION) AND SHALL BE CEMENT LINED IN CONFORMANCE WITH ANSI/AWWA C104/A21.4 (LATEST EDITION). 350 PSI MINIMUM PRESSURE RATING. 5. GATE VALVES SHALL BE RESILIENT SEAT AND SHALL CONFORM TO ANSI/AWWA C509 (LATEST EDITION) WITH 2-INCH SQUARE WRENCH NUT, EXTENSION STEMS AND OTHER APPURTENANCES AS REQUIRED. MANUFACTURER'S CERTIFICATION OF THE VALVES' COMPLIANCE WITH AWWA C509 (LATEST EDITION) AND TESTS LISTED THEREIN WILL BE REQUIRED. VALVES SHALL BE CLOW, MUELLER, KENNEDY, M&H, AMERICAN DARLING, OR APPROVED EQUAL. QC6.VALVE BOX PADS SHALL BE 24"x24"x6" THICK CONCRETE WITH FOUR (4) REINFORCING BARS. PAD IS TO BE SET AT FINISH GRADE. 7. UNDERGROUND VALVE IDENTIFICATION (UVI) MARKERS SHALL BE PROVIDED AT EACH VALVE LOCATION. MARKERS SHALL BE 3-INCH DIAMETER AND 1/8-INCH THICK SOLID HARD BRASS WITH 1/4-INCH ROD ANCHOR WITH "TAMPER -PROOF- HOOK END. SURFACE SHALL BE ENGRAVED WITH 1/4-INCH TO 3/8-INCH CAPITAL LETTERS APPROXIMATELY .015-INCH DEEP - HAND PUNCHED LETTERS NOT ACCEPTABLE. FOR MARKER TEXT, REFER TO UNDERGROUND VALVE MARKER DETAIL. SURFACE GROUND SMOOTH AND EPDXY COATED TO PREVENT TARNISHING. MARKERS ARE TO BE WAGCO MARKERS, OR APPROVED EQUAL. Q8. VALVES SHALL MEET OR EXCEED THE DESIGN STRENGTH TESTING AND PERFORMANCE REQUIREMENTS OF AWWA C504 (LATEST EDITION), CLASS 150. VALVES SHALL BE DUCTILE IRON, RESILIENT SEAT, AND BE MANUFACTURED BY KENNEDY, MUELLER, M&H, AMERICAN DARLING, OR APPROVED EQUAL. BUTTERFLY VALVES TO BE USED FOR SIZES GREATER THAN 12-INCH. 9. AIR RELEASE VALVES SHALL BE PLACED AT HIGH POINTS OF THE TRANSMISSION MAIN TO PERMIT ESCAPE OF TRAPPED AIR. THE VALVE SIZE, LOCATION, AND METHOD OF INSTALLATION SHALL BE INDICATED ON THE DRAWINGS, OR AS DIRECTED BY THE ENGINEER. AIR RELEASE VALVES SHALL BE ARI OR EQUIVALENT. 10. VALVE BOXES ON BURIED RECLAIMED WATER SHALL BE ADJUSTABLE, CAST IRON CONSTRUCTION, WITH A MINIMUM INTERIOR DIAMETER OF 5-INCH WITH COVERS CAST WITH THE INSCRIPTION IN LEGIBLE LETTERING ON THE TOP: RECLAIMED WATER. BOXES SHALL BE SUITABLE FOR THE APPLICABLE SURFACE LOADING AND VALVE SIZE, AND SHALL BE MANUFACTURED BY MUELLER COMPANY, MODEL 10364, OR APPROVED EQUAL. 11. PIPE INSTALLATION OF PVC RECLAIMED WATER MAIN SHALL BE IN CONFORMANCE WITH ASTM D2774 (LATEST EDITION). INSTALLATION OF DUCTILE IRON PIPE RECLAIMED WATER MAIN SHALL BE IN CONFORMANCE WITH AWWA C600 (LATEST EDITION). 12. RECLAIMED WATER SYSTEM PIPES SHALL BE INSTALLED SO AS TO GIVE A MINIMUM HORIZONTAL SEPARATION OF 5 FEET CENTER OF PIPE TO CENTER OF PIPE FROM 3 POTABLE WATER LINES AND MINIMUM -FOOT SEPARATION FORM OUTSIDE WALL TO OUTSIDE WALL AS WELL AS 18-INCH VERTICAL SEPARATION. IN THE CASE OF A CONFLICT WHERE THESE SEPARATIONS CANNOT BE MAINTAINED THE REUSE MAIN SHALL BE UPGRADED TO DIP. 13. COMPACTED BACKFILL SHALL BE TO 98 % MAXIMUM DENSITY AS DETERMINED BY AASHTO T-180 UNDER ALL PAVEMENTS WITH 12-INCH MAXIMUM LIFT THICKNESS. OTHER COMPACTION OF BACKFILL SHALL BE TO 95% MAXIMUM DENSITY AS DETERMINED BY AASHTO T-180 WITH 12-INCH MAXIMUM LIFT THICKNESS. SEE PIPE TRENCHING DETAILS. 14. MINIMUM COVER OVER ALL PIPE SHALL BE 36-INCHES FROM TOP OF PIPE TO FINISHED GRADE, UNLESS OTHERWISE NOTED. 15. INDICATOR TAPE SHALL BE BURIED IN THE RECLAIMED WATER MAIN TRENCH 18-INCH DIRECTLY ABOVE THE MAIN. A CONTINUOUS COPPER DETECTOR WIRE SHALL BE ATTACHED AS SHOWN ON THE PIPE DETECTOR WIRE MARKER DETAIL. INDICATOR TAPE SHALL CALL OUT THAT A RECLAIMED OR NON POTABLE SYSTEM IS BELOW. PIPE SHALL BE COLOR CODED PURPLE IN ADDITION TO MARKINGS. SIGNS IN ENGLISH, SPANISH, AND INTERNATIONAL SYMBOLS SHALL BE INSTALLED NOTING THAT NO DRINKING IS ALLOWED. CONTINUITY CHECK WILL BE PERFORMED AND MUST BE ACCEPTABLE. 16. ALLOWABLE LEAKAGE FOR PVC PRESSURE MAINS WILL BE IN ACCORDANCE WITH AWWA M23. 17. THE CONTRACTOR SHALL PROVIDE AT HIS OWN EXPENSE ALL NECESSARY TEST PUMPING EQUIPMENT, WATER, WATER METERS, PRESSURE GAUGES, AND OTHER EQUIPMENT, MATERIAL AND FACILITIES REQUIRED FOR ALL HYDROSTATIC AND LEAKAGE TESTING. CONTRACTOR SHALL CONTACT LOCAL AGENCY, UTILITY PROVIDER, AND ENGINEER IN WRITTEN FORM, FORTY-EIGHT (48) HOURS IN ADVANCE OF PROPOSED TESTING. THE CONTRACTOR SHALL PERFORM SATISFACTORY PRETESTING PRIOR TO NOTIFICATION. NO TESTING WILL BE SCHEDULED ON A MONDAY OR FRIDAY. 18. THE RECLAIMED WATER SYSTEM SHALL BE TESTED FOR LEAKAGE AT 150 PSI FOR TWO (2) HOURS PER UTILITY PROVIDER STANDARDS. 19. ALL RECLAIMED WATER PIPES SHALL BE INSTALLED USING WATER PIPE CRITERIA. MAINS SHALL BE CLASS 52 D.I. PIPE. IF 24-INCHES TO 30-INCHES OF COVER IS PROVIDED AND CLASS 51 IF 30-NICHES TO 36-INCHES OF COVER IS PROVIDED. 20. SIGNS SHALL BE POSTED IN THE VICINITY OF PUBLIC RECLAIMED WATER RECLAIMED WATER IRRIGATION SYSTEMS, ADVISING THE PUBLIC THAT RECLAIMED WATER IS PRACTICED. INA PLANS SHALL BE IN ACCORDANCE WITH THE 6TH EDITION OF THE FLORIDA FIRE PREVENTION CODE; NFPA 101, 2015 EDI11ON NFPA 1, 2015 EDITION NFPA 14, 2013 EDI11ON NFPA 24, 2013 EDITION NFPA 13, 2013 EDI11ON DEMOLITION NOTES 1. EXISTING UNDERGROUND UTILITIES, UNLESS OTHERWISE NOTED, MAY BE CAPPED/PLUGGED AND ABANDONED IN PLACE EXCEPT WITHIN 30 FT. OF BUILDING. CAPPED AND PLUGGED PIPE ENDS SHALL BE ENCASED IN CONCRETE, 6" MINIMUM THICKNESS AROUND PIPE. MANHOLE BASES MAY BE LEFT IN PLACE PROVIDED THAT PIPE OPENINGS ARE PLUGGED AND REMAINING BASES ARE FILLED WITH CONCRETE 6" MINIMUM ABOVE HIGHEST INVERT. 2. CONTRACTOR SHALL BE KNOWLEDGEABLE OF THE CONSTRUCTION DOCUMENTS AND BE RESPONSIBLE FOR PROTECTING ANY EXISTING FACILITY SO DESIGNATED OR DESIGNATED TO BE UTILIZED IN THE WORK. 3. CONTRACTOR SHALL REMOVE ALL FOUNDATIONS, CONCRETE SLABS, AND UNDERGROUND STRUCTURES EXISTING ON THE SITE AT THE TIME OF BIDDING UNLESS OTHERWISE DIRECTED. 4. CONTRACTOR SHALL COORDINATE WITH APPLICABLE UTILITY COMPANIES AND BE RESPONSIBLE FOR THE TERMINATION, CAPPING -OFF AND REMOVAL OF ALL UNDERGROUND AND ABOVE -GROUND UTILITY SERVICES EXISTING AT THE TIME OF BIDDING UNLESS DIRECTED TO BID OTHERWISE. 5. CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING AND DISPOSING ALL WASTE MATERIALS CONSISTENT WITH ALL RULES AND REGULATIONS APPLICABLE TO THE SPECIFIC MATERIAL FOUND. SPECIAL PURPOSE 1. THE EXISTENCE AND LOCATION OF ANY OVERHEAD OR UNDERGROUND U1LITY LINES PIPES, OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A RESEARCH OF THE AVAILABLE RECORDS. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO AVOID DAMAGE TO SAME. THE CONTRACTOR SHALL USE EXTREME CAUTION WHEN WORKING NEAR OVERHEAD UTILITIES SO AS TO SAFELY PROTECT ALL PERSONNEL AND EQUIPMENT AND SHALL BE RESPONSIBLE FOR ALL COST AND LIABILITY IN CONNEC11ON THEREWITH. CITY OF OCOEE 1. ALL CONSTRUCTION WORK SHALL BE IN ACCORDANCE WITH THE CITY OF OCOEE ENGINEERING STANDARDS MANUAL, LAND DEVELOPMENT CODE, AND CITY DETAILS. THE MOST STRINGENT STANDARDS BETWEEN THE CITY STANDARDS AND OTHER STANDARDS SET FORTH ON THIS SHEET SHOULD BE FOLLOWED. 2. AS-BUILTS NEED TO BE SUBMITTED TO THE CITY SIGNED AND SEALED IN ACCORDANCE WITH SECTION 3.01.05 OF THE ENGINEERING STANDARDS MANUAL IN THE FOLLOWING FORMATS: a. 1 PDF COPY. b. CAD COPY DRAWN IN STATE PLANE COORDINATES. 3. ALL IMPROVEMENTS TO BE DEDICATED AND/OR MAINTAINED BY THE CITY SHALL BE IN CONFORMANCE WITH THE CURRENT CITY OF OCOEE ENGINEERING STANDARDS MANUAL AND DETAILS. FINAL PLAN APPROVAL DOES NOT PROVIDE EXEMPTION TO THESE REQUIREMENTS. ANY DEVIATION FROM THE CITY OF OCOEE ENGINEERING STANDARDS MUST BE APPROVED IN WRITING PRIOR TO CONSTRUCTION. IMADDENI CIVIL ENGINEERS I 431 E. Horatio Avenue Suite 260 Maitland, Florida 32751 (407) 629-8330 (D co, It WLL ca v) Q �_ O z %%� J �L < LL_ Ir w < w � 0 Z Ww 00 LL. 0 Q >_ - 0 N M w M >_ YN m n n Q J LO O o_ LZ I Uj W 0 c� Uz U J ~ r ,4 o z ¢ w �� m jC) 0 M N M N N n 0 0 ♦♦��11lt11/I/I m 40, NM "•." *goo".• �J%A� �#* N ��` L% �' •• 'Y Z ,6,. ��l , -t , ;� ,� o:: J nZ Z{�� : L�*ZE Q < ¢ N r (;uO Z 6 ;_j •=• o�Z�'- st O F I��, V�S Y� ♦% o Ldj'1�Ititllt��1♦ � a z z CD m ULd w z W X v z w m m 0 U w w 0 U O O U V) w a O V) in 5 5;N Ld [if o N � N Ld Q 0 �Nn�LnC�I�00ED��=j JOB # 19085 DATE: SCALE: N . T . S. DESIGNED BY: TTB DRAWN BY: TTB APPROVED BY: BSB C-003 m n cb O N O N L. aa) U W 0 rn 3 En w H O z J of w z w C M O O 0 co W N v t IL C LL_ rn c M O 00 v v 0 ■r CONDITIONS OF APPROVAL FOR ARDEN PARK PUD AS APPROVED BY THE CITY COMMISSION ON FEBRUARY 19,200,UNDER AGENDA SECTION H,ITEM 18o n h n in these conditions of a roval 1 Fxce t as s clflceil de iced o t la a stated or set P Re Y P a PP 11. Intentlonall deleted. Y im row is content lated for the Clarke Road Ri ht-of Vil. Until such time as the amen P P 9 53 The Develo shall construct a 6 foot h' h brick or oth r m w m e ce enthious all s ste ) Par g Y Th D v r h n D r h exp 80 e e elo s all desl and ermf[ at the evelo s ense el t foot 8' wide ) Pe 9 p () forth on the waiver table de ment of this a shall be consistent with the velop Prof rtY ill. The and a 'cant a nee to execute an deeds and/or easements as needed to Y PPk 9 Y Wa are con feted and acre d b the CI the Owelo shall be sole Y P Pte Y b, Per ly alo 1 the western rimater of the abrAtln In ram Road 2 the southern n9 () Pe ProPenY 9 9 . () . sidewalks alon the west side d Clarke Road north m Clarcona-Ocoee Road. The gon ' m f of Ocoee Code. require ems o the Coy mmv r m ran e. complete the sto ate syste t ste responsible r once Road htof W Indudln but not tlmlted m the fi the CI Rig ay, g, ter aloe Ctarcana-Ocoee Road` 3 the eastern erimeter elan Clarks Road and perkne g , () p g fo shall be into rated etto the Prelimina Subdivision Plan and Final rgong rpo ry 2) The City of Ocoee is subject to the terms, provisions and restrictions of Floritla Statutes, 30) All existing structures (including buildings, power lines, existing aerial and utility maintenance thereof and the payment of all applicable taxes. (4) Phase 1 northern and western perimeter along Clarcona-Ococe Road. Said wall shall Subdivision Plan for Phase 3 and shall be considered part of the Arden Park Clarke Road chapter 163, conceming moratoria on the Issuance of building permits under certain facilities) will be removed and/or terminated prior to or during constmcion of the Vlll. Ne%her the Developer, its successors and assigns, nor any other person or entity be within a 10' wall and landscape tract. A homeowners assodaflon shall awn and improvements as defined In Paragraph 4.A of the Development Agreement. The dreumstanow. The City has no lawful authority to exempt any private entity or itself development replacing those uses. shall be entitled to any road impact fee credits or other compensation of any kind maintain the wall and landscaping within the 10' wag and landscape bad except that ail sidewalks shall be constructed as part m the phase for the pardon of Clarke Road from the application of such state legislation and nothing herein shall be construed as 31) Pursuant to Ordinance No.2001-18 all subdivision signage most be consistent with the for, on account of, or with respect to the required dedication and conveyance of grass and landscaping on the interior of the wall shall be maintained by the adjacent lot adjacent to such sidewalk as set forth on the phasing schedule(See Table l of Sheet 6 of such an exemption, legally assigned name of the subdivision. Any subsequent change to the name of the the Clarke Road Fight -of --Way to the City, or the design, engineering, pemAtting, owner, The time of Constructon of the brick wall is set firth in Table 1 on Sheet 6. the Land Use Plan), 3) The Project will be developed In six (6) phases or as determined by the PSP. Subdivision must be approved by the City Commission. and construction of Clarke Road, except as set forth below in paragraph 48 (xill 54) Intentionally deleted. 81) in the event of any conflict between the provisions of these Conditions of Approval and 4) Water and sewer service to Phase 1 will be provided by the City of Ocoee. Water and 32) All stomnvater management palls will be unfenced with maximum 5:1 side slopes into IX. Developer shag, at the appropriate time, apply for the vacation of Hobson Road 55) Intentionally deleted. the Development Agreement (Arden Park), it is agreed that the provisions d the sewer service to Phases 2-6 will be provided by Orange County. Reclaimed water wig be the pond except as provided for by the waiver table. so as to fadlltate the development of the Clarke Road Fight -of -Way and cult 56) Intentionally deleted. Development Agreement (Arden Park) shall control. provided by the City d Ocoee for the entire Project in accordance with applicable 33) All building pad elevations shad exceed the 100-year flood elevation by a minimum ot claim saitl right-of-way to the City of Ocoee after consWct on of Clarke Road. 57) Short teen rentals (rental term less than 6 months) shall be prohibited. This restriction 82) In light of Orange County's ongoing improvements to Clarcona-Ccoee Road which call provisions tithe City Code and subject to the availability of reclaimed water. At the time two(2) feet as established by the closest water body or the design of the project's storm X. Developer shall, at its sole cost and expense, design, engineer, permit, and shall be incorporated into the declaration for the Project and shall provide that the for a four lane divided roadway through Arden Park, the City shall not require the of platting, easements w� be placed over the utility lines and dedicated to the City of water system. construct the entire Clarke Road Right -of -Way extension, except for that four- provision may be enforced by the City. Developer to constrvd temporary Wm lanes within the Garcona-0con Road right -of Cause or Orange County, as appropriate. 34) All declaration of covenants and restrictions affecting the property shall include the lane segment to be designed, engineered and permitted by Center Lake Proper ties, 58) Intentionally deleted. way provided, however, that If Orange County has not commenced construction of the 5) Stormwater management shall be provided consistent with the requirements of the Ocoee following provisions: Ltd. (Center Lake Segment) pursuant to that certain First Amendment to 59) Intentionally deleted. section of the Claroon t-Ocoee Road Improvements through the Arden Park property by Land Development Code and the SL Johns River Water Management District unless as 1. Provision allowing the City of Ocoee the opportunfli levy, coiled anti enforce Development Agreement by and between the Clty of Ocoee and Center Lake 60) fritenfionafty deleted. the first anniversary of the City's issuance or a Certificate of Completion for the Phase 1 otherwise noted in the waiver table. assessments for maintenance of the common areas should the homeowners Properties, Ltd. Developer will be responsible for the reimbursement of design, 61) Intentionally deleted. (i.e., Arden park South) Infrastructure, the Developer shall be required to construct said 6) All underground Utilities shall comply with Ordinance No. 95-17, which requires association fail to do so or should the homeowners assodaton fall to collect engineering, and permitting cost of the western two lanes of the Center Lake 62) Intentionally deleted. turn lanes and sidewalks In accordance with approved plans. pedestal -mounted utility boxes to be placed back off the street, no more than 5 feet assessments at a level allowing for adequate maintenance of the common areas. Segment, including turn lanes. Developer will be mapomlble for the construction 63) Intentionally deleted. forward of the front building setback line, on all residential ids which are less than 70 11. Provision granting the City of Ocoee the right, but not the obligation, to repair and costs associated with the western two lanes of the Center Lake Segment, 64) Intentionally deleted. feet In width where the lot abuts the street rightwf-way line. maintain the stormwater system should the homeowners association fail to do so including turn lanes. The design, engineering and permitting will be accomplished 65) Meadow lake, the 100-year flood plain adjacent thereto, and a 25 foot buffer upland 7) I. The existing grades on individual lots containing protected trees will be and seek reimbursement from the homeowners association, or from the Developer at the same time, but the construction may be phased In two lane segments. The from the 100-year flood plain will be conveyed to the City at the time of platting, but will maintained as much as possible to preserve existing protected trees; provided, if (I) turnover of control of the members has not occurred, or (d) it the Developer preliminary engineering for Clarke Road shag be included with the Preliminary be controlled anti maintained by the Developer until such time as Axe City makes passive however, that mass grading will be permMed in the areas identified on the final is still responsible for the maintenance of the stormwater system. Subdivision Plan for Phase 4 and the final engineering for Clarke Road shall be improvements thereon or otherwise advises the Developer that the City is assuming n n r h F n 'n n r ed trees which subdivision pia o a pe p ase basis. or lots co tan h g p tied WM n n Ica. Provision providing that the S S will be tra sferred to a respo sfile operetiom Fn vis' n P n f r Phase 4. Said ans shall indu a all fnciuded in the 1 ai SUbdl w le o cal d control and maintenance thereof. The C' ma o n such tra n ' Try y pe ct to the public a ybme are not Subject to mass grading, there will be no grading or other construction on maintenance entity acceptable to the Gty in the event of dissolution and that If utility extensions and stom stater requirements at Developer's expense. after the City assumes control thereof. I vidual lots ex ass cified In the final SubdhAsion lan until build moll asPt pe P log dinclutlon occurs without such a oval then the CI ma continue tole and PPr b Y vY Dev shag construct its share of Are Clarke Read R ht-of-Wa exWnson as eloper ig Y 66 Dram easerents between lots are shown for loca8onal u ses on . Final easement ) � P qxo ly permits are issued for those lots. collect assessments and impose liens with respect thereto notwghstanding the herein described as follows: (a) the section from the Intersection north up to and dimensions (widths) will be shown on the final subdivision plan anti will be sized to meet IL Removal of existing protected trees will be limited to areas where mass grading la dissoludon of the homeowners assodaflon. including Ate Clarke Road entrance into the Projed shall be constructed with Gty requirements. permitted, clearing road right of way and retention areas as detailed in the final Iv. Provision that the homeowners association shall at ail times be in good standing Phase 4; (b) the section from the Clarke Road Project entrance noM to the 67) Each residential lot shag have the minimum of three (3) trees par lot and one street tree subdivision plan. All other existing protected trees on Individual lots will be with the Florida Secretary of State. southern boundary of the school site (elute Phase 6) shall be constructed with with a minimum size of 10 ft. In. height and 2 Inch diameter at breast height (DBH). evaluated at the time of site Ian review for that lot to determine whether or not p v. Provision that at the time of turnover of control of the homeowners association to Phase 5• and c it Phase 6 is de as a school then either the Develo or ,() vaweed per 68 Intentional deleted. ) ly each tree needs to be removetl. the members, the tledarent shall tlelNer to the new board of diroxors the the School Board, as negotiated between themselves, shall consWd the section 69) For ad pfHatety owned streets, the homeowners assodatlon will be responsible for the III. In order to insure that as many existing trees as passible will be preserved, all maintenance plan for the SWMS accompanied by an engineer's certification that from the then existing northern terminus of the Clarke Road extension to the continued maintenance of all streets and sidewalks in accordance with all ADA road rights of way and retention areas will be flagged for review by the City prior the SWMS Is functioning In accordance with ail approved plans and penults. To northernmost entrance Into the school site, however, if Phase 6 Is developed as requirements that may now or hereinafter be applicable to the Project. to an tree removal. No dean rmhs will be Issued for site work or buildin Y rig Pe 9 the extent that an such en ineers re ort indicates an corredNe action Is Y 9 P Y residential then Develo r shall construct said section. Re 70 The Develo er must develo the ro'ect in the hasin s uence noted on the Plan unless ) P P P 1 P 9 construction until the Vees to be reserved have been de marked with tree P �Y re sired that dedarent shag be re aired to dill entl undertake such corrective q q 9 Y X1. The Devel r shalt within 60 eta of a re nest the CI of the same but In � , Ys q by H ue h receives written a oval of the CI to devlale from such se uence. Prior to renti PP 4' 9 9 n9 protection barters. action at the dedarant's expense and to post a cash bond with the homeowners no event later than platting of the applicable portion of Clarke Road in accordance any such approval, the City may require that the Improvements set forth in Table i on "L d r n r m n h -wa and easements ma be mass 8) Inge g adi 9 a ea shall ea road rig ts-of y y m f h rde v n. association for the esfl elect coals o auk co cfl a acflo h h h n e set forth on Table 1 of Sheet 6 cone to the C' the wit t e p asl g scbedul y rty Sheet 6 of the Plan be Constructed and acce ted b the h r r P Y CaY wit aspect to any lows graded. Lots will be graded on an Individual lot basis so as to provide reasonable tree vi. Provision that no property owned by the City of Ocoee or any other governmental Clarke Road Right -of Way. The conveyance shall be by special warranty dead numbered phase. rotection. Existi radds on lots will be maintained as much as ssible. Lots P rig 9 Po en' shad be sub'ed to assessments levied b the homeowners association. tW J Y free and dear d all liens and encumbrances exce for those matters acce ble to M Pis 71 The C has ac uired an Unde round Water Reuse Line easement recorded in OR ) IA' q rig , containing protected trees will have no grading or construction except as specfied on the vet, Provision that any amendment to any provision affecting the City requires the the City. The torn of the special warranty deed shag be subject to the approval of Book 9905 at Page 6085 of the Official Records ot Orange County, Florida as necessary final site plan. consent of the CNy In an Instrument recorded with the amendment. the City. The Developer shaft, contemporaneously with the conveyance of the for the extension of utilities through the properly located east of Phase 1 and south of "Pr h II mean no sidential use is erni ted. Environmental enhanc d 9) otectertl area s a re p ty a N n n h nv ante th orm water retention nds to the viN. otwithsta tll g t e co ey of e st po o e t the C a current attome 's o inion of tiffs or a current title car perly, provltl o NY y p Clareone-Ocoee Road th Wood Pro . Ptbr to ex ution of this Second ( e bery party') ea TABLE 1 stornwater management facilities, compensating storage areas, mitigation creation, open homeowners association, or any provision to the contrary contained In these commitment to be followed by a policy of tide Insurance, evidencing that fee Amendment the Developer has, at Its sole cost and expense, designed, engineered, Improverrrent Location Phase space, recreation and like facilities are permitted to be constructed in this area based upon conditions of approval, the Developer shall remain responsible for the simple tide to the property is free and dear of all %ens and encumbrances except permitted and constructed certain utility improvements that are necessary far the - an a roved Ian. Undisturbed PP P ortions of the rotected area m be left in a natural P P air maintenance d the Pro ed's stormwater man ement ern SWIMS indudin ) a9 ( ), 9 for those matters acce table to the C' . The costs and ex rws related to the P dY Pe develo ment of the Pro includin but not "ad to table water lines reuse water P Phhin 9 Po -- -• .•- ,-,_ - .�<_. 'm,B-x �.c - >{-' `s.. :- �.�. 'za - -: r,1; state or enhanced with landscaping, all stormwater retention ponds, until such rime as (1) the attire SWMS for the conveyance ot the property, lnduding the cost of lltle work, she% be borne solely Tines and sewer pipes, within such easement area. Noiwlthstanding anything In the Arden ,a - - �'�"'t�'"��'='�-�"��'v-"�'�'Y'""� ��—'--'^'-`°`- ��' ''�"�-�"^- `�• �'" �� 10) Before any construction within limited grading areas and protected areas, protected trees Project is constructed and appropriate certificates of completion issued by both by the Developer. Real property taxes on the property shall be prorated as of the Park PUD Land Use Plan, the Arden Park South Final Subdivision Plan, or to the Len Turn Tare (21g' krggy 50' b ) - Wamouna on Ckrcono-kkaee w am Erttrarxz 5 1 - will be flagged and reviewed by the City prior to removal. No Hearing permits will be the City and SJRWMD, (11) the alomnater retention ponds Intended to be day of the City's acceptance of the conveyance of the same, and the prorated Development Agreement to the contrary, Developer will not be required to construct an - - -- - Lett Turn Lane 210' k 5P er an Clereerm Ococe Ri ram Entrranc 4 2 ( re. � ) issued for this work until preserved Vees are dearly marked. conveyed to [he hunreownas association have in tact been conuyed to the amount of such real property taxes attributable to the Developer shah toe paid and access road across the Wvodbery Property. - - `- - -- - - - - -- Turn fare Werbo n o hao Entrance 4 -2 krgih, taper) Wasfbm gt 11) Except for areas where mass grading is permitted, the removal of protected trees shall be homeowners association, (111) the homeowners association is designated as the escrowed b such Owner in accordance with the provisions of Section 196.295, Y 72 HOA res nsibilldes shall be as follows: ) Pa Tram _ -Oon Road I Clarke n 1 yme eRoad!Clarkefmad Signal Payment minhdzed to the maximum extant possible and no authorization shag be granted io maintenance entity on the records of the SJRWMD and all transfer records Floritla StaNtes; provided, fwwever, that %the conveyance occurs between Arden Park Master Homeowner's Assodadon (APMHOA) shall be responsible for. Dertmgtion - Ronson Roatl, onto cpnsnuctian and exkneiom of Ckrke Road At Ciys Direction Deem Hobson Roan extension remove a tree tithe Developer has failed to take reasonable measures to preserve the required by SJRWMD have been executed and accepted by SJRWMD, (N) the November 1 and December 31, then the Developer shall be responsible fa real Ali Phases will be members of the APMHOA Clarke Road eAension From Clarcona-Ocoee Ri to Entrance 3 (2lanes plus lan lanes) 4 trees on Site. City has been provided with a copy of the Developer's proposed maintenance property taxes for the entire year. Access points for Clarke Road wig be as shown ' Overact Operation & Management of the entire Development Clarke Rued extension From Entrance 3 k Entrance 1(3lanes pis turn arm) 5 12) Unless otherwise noted, a 5' utility and drainage easement will be platted along all side plan with respect to the SWMS, and (v) the City has been provided with a written on the Plan ' Architectural Review Committee for the enfire community Clarke Road extension From Entrance i b north property Irri t (3lanes plus turn brial - AtCtty's Direction Id lines and 10' utility easement adjacent to the street dghforf ways. A 5' utility and statement from the homeowners association acknowledging racelpt of the XIi. If Phase 6 of the Project is developed as a school she, and If requested to do So by Masts stamwater pond tracts operation and maintenance (ail Phases) Curb, gutkr and drainage improvemenxs Ingram Road along rsrt property hoe (2 une l a drainage easement will be platted along all the rear let lines that abut other lots anti a 7.5' Developers proposed maintenance plan with reaped to the SWMS and thatthe the City, the Developer shall construct Ahe remaining portion of the Clarke Road. ' Operation d all amenities in Phases 2-6 Est Ddiseens(min too stacking krgth) _ -. Mramsn1 tamin(2 lanes if gated) and 2 lanes out -_.. _. 1-5 utility and drainage easement along the rear of tots that abut the outside perimeter of the homeowners association is responsible for maintenance of the SWMS. Right of Way extension from the northern most road connection Intersection ' Common Area Maintenance (for ail Phases outside of gated areas) N development. 35) The entices ot incorporation and bylaws of the homeowners essodatlon shall be (driwewey) an the school panel io the northern boundary of the Ploperty. The Brick or Cerhxentitiaus Wall / entry signage maintenance &replacement' 13) All ud0dm to be placed within the 1V easement along the front of each let wB be placed Consistent with the forgoing provisions. Developer shall be sodded to receive CNy of Ccoee Road Impact Fee credits for Operation and maintenance of Clubhouse/Community Meeting facility - - . _- . -. __ . around exRSAn roteded trees to be reserved. 9P P 36 Final stree namrn will be coordinated ihro the CI buildin de rtrrrent at the time ) t 9 u9h ty 9 Pa the actual cast of kxmsWdlon of such Ira rovements for on that section of P ly Arden Park Phase Sub-HOAs If sled shall be re Bible for. ( 9 ) span Brick or Cemenhtious Wall ant E Feature Norah a East Side of Phase 1. South Side of Phase 2 a Clarcom-Oceee Road ntry lug ,.- _ -- 14) Each fin hydrant shall be palmed OSHA yedow In color and a blue reflective mariker of final plat submlttai. Clarke Road, provided, however, mat such Road impact Fee credits void not Only applicable Phase owners will be members of their respective Sub-HOA PVC Fence Sant and WeslSde of Plese i. - - shallbeaffixedtothestreetinthecenterofthelaneclosest to each hydrant 37) AN landscape areas will be irrigated and have an automatic min sensor. exceed the price for such construction that is approved by the City prior to such Budgeting for capital replacementlmainteance of infrastructure within its Brick or Claenhtious Wait and. Entry Feature- Eat Side of PPhase 5 and 2 along Clarice Road - _..-...-.-. 15) All drainage, udllty and maintenance easements shall the benefit of the The Developer shad comply wide Ordinance 9 regarding community meeting construction. respective Phase per the "Orange County Gated Community Ordinance° t PVC Fence Back or Cameram n; Wag Est ide o hase 4 and North Side of Phase 5 a School SIM - - I .for homeowners association or local government, as appropriate. The land burdened by such ept to the room requlremens for resklentlal subdivisions, except to the extent those regdrements roo XIII. All property east of Clarke Road, owned by Developer and adjolmng Lake Trout Common Area Mainenance (excluding stormwater pond trect4dnluded in PVC Fence Norm s east Sipe of Phases q. Ae sides of Phase 6 FVC Bence � West Side of phase 2 aria Soutn Side of Pt�e 3. _-- - m n m nthlned b the Individual lot owners. ease ate shall owned and al Y r w h 'n a 9 alwed era nv G of Ocoee at the same time and in the same manner are to Cl rk eyed IO the ly APMHOA of areas within the ated option of the res edNe Ph ) 9 P P ase - - - -- - Back or Cena rihdous Wag West Side of Phase 3 anti 4 against Ingram Road. w 16) Reclaimed water wiH be used for trrigation purposes. It will be supplied to the 39) Nothing herein shall be construed to waive any provision ot the Land Development Code as the Clarke Road Right -OF -Way Is to be donated as set forth in 48(xl) above. Operation &maintenance of the respedlve Phase stormwater management development initially from Clarke Road in accordance with applicable provisions of the except to the extent expressly set forth on a waiver table or explicitly set out on the plan. XIV. Clarke Road will be both in phases pursuant io 480) orprior to the completion of system - - -- - - - - - -- I - Code and sub act to the ova%ablll ot reclaimed water. At build out several connections CNy 1 H 40 The entire Pro eel will be elect. Therefore the ales and subdNislon shall tom with ) 1 9 9 PN consWction of the elements school withm the P e whichever occurs first ry raj et a O erabon & maintenance of ail amenities within the res edlve Phase P P ? *K.^ Y . S «^.c. -. �"r' , � 4" i. __ -:e> d.xe �i 61, 54. `:�,. ,: ;`-,.� , t-` �,. r..a._.c„v'. will exist. The single-tamlly home shas and common areas will be individually metered. All Article Vlll, Chapter 34 of the Orange County Code for gated communities as well as XV. Intentionally Deleted. Operation & maintenance d the respective Phase gates -*m-v - .. - - reuse mains rig be owned and maintained by the City. any amendments to that Article that may be enacted prior to approval d the PUD. 73) No trees, only sod Or soft wood shrubs may be planted war City of Ocoee utility limes. Cabemm I Pool Central Park Area 1 17) The Developer shall construct appropriate curb cuts to enable the constueton of ramps Further, In the event Orange County rescinds or ceases to have regulations for gated 49) 74) The Owner will design, anglnear anti construct the Projects master stormwater Tot Lot I Picnic Tabus I Informal Play Areas Central Park Arm 1 at all applicable rightwf-way Intersections (and other areas as reasonably required) in communities, then the regulations In effect at the time of PUD approval shall control, AN L Prior to obtaining Issuance of building permits for Phase 5 of the Project, Owner management system to account for the proposed elementary school site. The Owner will Clubhouse l Pool West Side of Lake Sims 1 Recreation Area - 3 order to provide physically challenged persons access to sidewalks and streets. Sidewalks references Inn Said County Code Chapter to the"County° shall be deemed to refer to Are shall improve that potion of Ingram Road adjacent to the Property Into a 24 foot also mass greater and stabilize the school she during the appropriate phase of construction. of Lot West Side of Lake S im/Recreation Area 2 abutting each platted lot shall be constructed at the time of development of the lot When "City' for purposes of this requirement. wide Curb and gutter section two lane roadway as shown in the Land Ilse Plan The School site wih be platted cohcurrendy with the plat that creates the road network Gazebo (picnic shelter) N«m Side of lake Sims r Recreation area _... _ _... s sidewalks are constricted on comer lots at certain kxations, the sidewalks wig be 41) An overall subdhAsion plan shaft be available for review by prospective buyers in all co ("Ingram Road Improvements"). Further, the Developer shall be allowed ho providing access to the school site. Appropriate drainage easements, in favor of the arerbok (Sao) _ _ -_ East Side of Lake Sim I Recreation Area 4 e#ended to the curb entl the appropriate romps wNi then be cotstruded. Sidewalks stte residerdal sales offices. tlesign and construct a Low Impact Developmen4 drainage system that woWd Orange County School Board, will be granted at the rime of platting of the achod she, C�zebo {picnic sheger) _ _.. - Soutllwset.Sde of Snrrs / Recreakon Area _- _.. -- 3 adjacent to common areas shall be constructed at the time of subdivision improvements 42) To the extent any lift stations are required on the property they will be conveyed at the utilize swain. No connection to Ingram Road Is planned. In consideration for the either by plat or separate document Workout C rcu t Around permterof Sims I Recreation Area 2 5 - for the phase In which the common area Is located. Sidewalks for the entrance roads and time of platting. AN such Nft stations shall be fenced with black, decorative aluminum construction of the Ingram Road Improvements and provided that the 75) A 25daot upland buffer is required above all wetlands and 100-year floodplain areas loop roads will be consWded contemporaneous with the construction of subdivision fence, and shall be set back no less than 26 from any street Such lif stations shag also improvements to Ingram Road as set forth in the Land Use Plan are commenced unless waived by the City as part of an environmental enhancement program. improvements for that phase. be screened with hedge -type shrubbery, such as viburnum or ligustmm. All such Nit within the time frame set forth herein and completed within one (1) year of 76) All right of way outside of the gated portions of the property, unless directed otherwise WAVIER TABLE improvements, Inds ' e eaturea, s, andsca n and 18 All common area dug ntry W g stations shell meet aH requirements of the City of Ocoee or O e Cou rarg my, as applicable. pe Gty commencement, the Develo r she%be anti io receive Ocoee food y ty. yea City by special warranty deed. b the CR be conve to the -... - - - - _.,-_. _. _ _... ... _ -. _..._ ISSUE sidewalks along all mods, as well as andacaping around the retention pond tracts Shall be 43) During suhmNtal d a PSP for any single-family development, the Developer must show Impact fee credits for the actual cost of consWctlon of such Improvements upon 77) CODE STANDARD PROPOSED JUSTIFiCATroN & PUBLIC BENEFIT , tom erect q ' r to isstiene of the certificete d tom etion for those ondin Pso cal econtr 9 "common areas° where r aired recreational facilities will be located within the eq issuance of a Certificate of Com letion for the I ram Road Ira ovements and P n9 Pr a. As the Develo ens contribution towards the Intersection and for the miH anon of P B To alavtee onantl i and for doe aroind Lake aim arrears tin _ 1 s3rR sirPwaes eon smesatn&ma sbeas Lim seta Aroiamfake errs Pesawh Pad m iT P hoses whkh ntrery, pri are tted. Nolwithstandin a G 11 to the co or to Pis 9 nY Pow' ul rrsldendel subdMsion in accordance with Ahe of Ocoee Land Develo ment Code. City P acre fence the CI .The Develo r shall submit k the s Develo ment by hr Pe City P "DRC traffic Ira cis arisin from the Pro eel the Develo r wolf to the G a cash Pa 9 1 Ps PaY NY amermed RRJ/V.aM tise Pknaz mad en Nownfer 2h 2ms - . To owkdew w6i riei�gma i(4 ear rn area orb acreages p Y floodpla r ha the issuance M a certificate of tom letion for an ter ase the CN shall a%ow P Y Ph Y 44 AN screen walls landsce buffers ant and corner lendsce im rovemenls and ) pe ry Pe P e satisfeato documentation to su an Road Review Committee ( ) ry PPS Y t d $250 000 the Taffic Miii etion Pa ment' . The Traffic Miti edon Pay en ( 9 Y ) 9 Dewb t W4Mn 100. Fsironrzerral EMunrcerrergs pion smrnwata imnag z sTe z ro oawmrasera armrorerem fro was open space, reralahon aril ear each individual homebullderkpertnhand censtmct no more than four (4)model homes ct no sidewalks shag be completed priormissuancetithe Cerdflcete of Completion for those Impact F6a creditpursuantbthis CondWon and tite actualamountdthe Road Paymemshall not be ottsat or reduced. Neither the Developer nor any other rear Ploodr�n aria Passw fecraahpn creaaon('ReArecffi as anendea PLOlnarm us Pyn asapprwmen rowmoz, zt awe.)• ry th all Va 21, for such phase, provided however, no more than eight(8) models total will be approved areas which are platted. Impact Fee credit shall thereafter be determined by the DRC based upon a review person is entitled to road impact fee credits as a result of such payment. - oad ,a of To Aim the 2-1P2 rare area pare in Powe l and LeeSm far ammwasr temporal for any particular phase without the prior approval d the Director of Development 45) Each platted phase of development shall stand on its own, or in connection with of such satisfactory documentation in the manner provided by the Road Impact 3 6J`83R1 Eeeamnracgresm Or, adrom wci Govan (. ffirro rmw,ded PtAltand Lie Pan. approved on Noember 21. mks.) mace me ram a raw Services. previously developed phases, with respect to public services (sewer, water, stormwater Fee Ordinance. The DRC shag not be required to approve any Road Impact Fee b. The Traffic Mtigation Payment shah be due on or before the earlier of (1) January _. himaenaree earn To At. are 2-V2 our pmn for candim k� meiogivera in iffi raMd doe in Phase 1. 19) Sheet lighla, searity Nghs and lighting fir common alas meeting current code management, access and other related services}. eredhs for coats Inwred by the Developer which exceed the amounts set forth 1, 2015, or (il) the date on which any building pemrits are issued for Phase 3 of 4 Gi B.3g2 SFea Wre mniromreauremem Earmog sae balm tact dear, to proxee onamnaalCr man_in Phl1 --- requirements shall be Installed by the Developer on a phase by phase basis prior to 46) The development of this Project will incorporate the stomhwater needs of all roads within herein. Except as aforesaid, the Developer shall not be enteed to airy the Project provided,however, that the City may by written notice to the e --- __._ - To Amtrar2-v2 careindfor canoncal �r¢eaam m ie waral saminProw i. 5 616.3g4 MarmMt$me Sbpee ei WilMiII Fence Fxshrg alb banks issuance of a certificate of completion for the respedNe phase. Installation ot such the Project, the Clarke Road edension entl the Ingram Roatl Improvements. In compensation in connection wtth the ingmm Road Improvements. Developer require that the Developer pay all or a portion of the Traffic Mitigation EelfigSidebanldsarecimc Bun 5:1. - -_ -: - _ -- -- --- - -. - --- lightingsha% be at the Developers expense and the cost of their operation will be accordance with the Center Lake Annexation Agreement referenced in COA#48 below, it. In the event that the Ingram Road Right -of -Way adjacent to the Developer's Payment al an earlier date to the extent the City determines fn its discretion first 6 sr.eag.s EYwion Pmrecam .Sod Naoran Vesrtaion To mr.are2-treacre pwalor atonrxa�«enaaemeraniffi must el i.am.�. 'Ont, assumed b the Devel r In accordance with Section 6-8 D of the Ocoee Land Y ( ) that n of Clarke Road will have Ns stomtwater man ement needs served b the Prla ail Y ro Is less than 69 wide, the Develo er she%donate additional R ht-of- P Ply P 19 such funds are needed to a towards the d n, en ineerin , rnl ttin9, PY eIn 9 9 mesa amid pmxain nawrel wile d grr for ercdon coca - - Speramen wremwAvnukiuttinbigq lmmaiNin the liniktl Pad n9 antlproHctedereu N+�be corneae Development Cade. In the event that Duke Energy has, through no fault of the Center Lake property. Way on the eastern side of the existing Ingram Road Rightrof-Way. The City th installation consWction or signaiization of the Intersection and other 7 61ae5 T. sac RemI ��o�� :Ctiq•veepecamid Trces. imrem replece:rarrtreho Developer, failed to Install the street lights prior to the time that a particular phase ot 47) Nh any gated area, a perpetual, non-exclusive ena dent for access over all internal shall be responsible for any additional Right -of -Way needed on Ate Western side Improvements related thereto. In the event the City provides such notice, the -_ _ - -_ - -. -- - 'Fe corrmnib aooredaaranm lvia-oald Pnase3 t^�keistle q.opmeat fv6Ptusea Toanded development would otherwise quality fora certficale of completion, the City will issues roadways and paved areas shall be granted in favor ohihe City and other applicable oftihe existing Ingram Road Right-ofWay. Developer shad pay to the City the amount requested within thirty (3o)days tram a ii Corrnmty an. :aawiormam �Cargficateof Retrucgnnhe Pangraomawdon F,orMb amamad Pt�xtand ima Pknffiapproreaon Faa,an la, 2ota.> Substantial Completion notice but will not allow a Certificate d Completion to be issued authorities for law enforcement, fire, and other emergency services. tit. All stormwater needs related to the Ingram Road Improwmwtts where they are the date of such notice, cea��, _._ s 's3k duFdasaca nnarammalo rn h O as PreaewBon asoeGmnsma on nu era d sw i. without Ibe street Ighs installed foe a particular phase. lt applicable, the Developer and 46} The following provisions shall apply: adJacent to the Developers Project will be provided by the Projects stormwater - - -- - Homeowners Association will be required to complete and execute a CNy of Ocoee 1. The parties acknowledge that Clarke Road cis intended to be improved from the management system and constructed prior to obtaining issuance of building c. Intentionally deleted. kft anerrlN PUDRand Pin m appoed ontdowrrier z1, zoos _ ._ „_ - ___. _-,.. Developers and Homeowners Association Agreement for Upgraded Street Lights, as Intersection with Clarcona-Ocoee Road (the "Intersection°) to the northern permits for Phases 5 or 6. .- :.Ranixtse eamowm RiwLrnd use Pin as eppowd.Fetxuar 1s, 2o13. - .. -_. found in the Ocoee Land Development Code, Form 12. boundary of the Property (the'Clarke Road Right of -Way) as set forth on the N. At any time prior to the Developer consWding the Ingram Road Improvements, d. Prior to the effective date of this Amendment the City has contracted fo bed: - - - - - - - - - - - 20) A homeowners association wit be created for maintenance and management of all matrix found on Sheet 6 and ldentlged as Table l thereon. The Developer shall the City or any other governmental agency may elect, at such party's option and engineering seMCes for design mocifications to the County's Garcona-0cose :.1_j vva ar nnzir rrgertrm amrsmredvyri me oewiopar mroreo-ra,gonlrecrlmmry Pion for mo P<opery ttatu,r paeat trmcoropiamewm Pway za orcrepw sorB,acnoee common areas and fad%des, lnduding lighting, unless otherwise noted. Construct Clarke Road kh accordance with the phasing schedule as set forth on expense, to construct or cause to be constructed the Ingram Road Improvements. Road Projed in furtherance of the County Project Revision. Upon receipt of an ,cm mitherstie Pen. 21) A homeowners association shall be responsible for the maintenance of ail landscape saitl Table 1, as modified by COA No. 48(XIV) below. To the extent the CNy or other party conshvets such Improvements to Ingram Involw from the City, the Developer shag reimburse the City for the cost d such zj wales him 4,5 a care applicable any m no reference2-in acre pond arm m othaoorvon d Bs p�aL -� - - - - - areas. Landscape areas shall be kept in a neat, healthy and orderly appearance free of Il, h is acknowledged that Center Lake Properties, Ltd., or its successors and assigns, Road, Developer wig not be entitled to any road impact fee credit in connection engineering services and shall be entitled to a credit against the TraRC Mitigation 3) Wow W 8 saQect b me noirmnrymadr, loom mal consiocted no bar Branalthe9re, daevekrpreaa mermpaae dory Portan anre prdycs(rJmMnrcooOmBOcme Real,_ ,,. refuse and debris. shams responsibility for a portion of the Clarke Road Right -of -Way Improvement therewith. Payment for such relmbursemem. 22) AN tracts that are to be owned and maintained by the homeowners association or the City as set forth in that certain Annexation Agreement between Center Lake v. Intentionally deleted. of Ol as applicable, and shall be conveyed to the homeowners association or the City Proper ties, Ltd. and the City dated August 21, 2001 and recorded in Official vi. Neither the Developer, Its successors and assigns, nor any other person or entity 78) A fifteen (15) acre parcel has been reserved on the approved Arden Park PUD Land Use of Ocoee, as applicable, by warranty deed at the time of platting. Records Book 6332, Page 3000, Public Records of Orange County, Florida. shall be entitled to any road impact fee credits or other compensation of any kind Plan for potential acquisition by the School Board of Orange County for an elementary 23) Any damage caused to any public tight of way as a result of the construction activities Access points to the Project shall align with the Oak Trail Reserve access points, for, on account of, or with respect to (a) any dedication for Ingram Road dill school (the "School Site'). No building permits will be issued for any phases beyond _ _ _ _ -- - - - - - - - - - - - W a1Vef8 fOf AfdBD Pafk related to the Project shall be promptly repaired by the Developer to the applicable III. Center lake Properties, Ltd., has committed to meet stormwater requirements for way as set forth In 49(ll) above, or (b) the tum lane Improvements set forth in Phase 4 of the Project unless the School Board has: (1) acquired ail or as much of the governmental standards at the Developers sole cost and expense. a portion of the Clarke Road Rightof-Way as set forth In the Annexation 49(v) above. School Site as it desires to acquire for use as an elementary school she; (N) entered Into a CODE ISSUE STANDARD PROPOSED JUSTIFICATION a PUBLIC BENEFIT 24) There shall be no access from the properly to Clarcona-Ocoee Road, Ingram Road or Agreement However, if the Developer undertakes the extension d Clarke Road 50) Development within the 100-year flodplain and jurisdictions] wetlands are subject to the binding contract with Developer for the purchase of all or such portion d the Sdwol Site -- FaccertznwrreN*vas be p,odd�aouitl lace SrtsNa nawrg tail. memovaa Clarke Road except at the approved locations shown on the Plan, prior to Center Lake Properties,Ltd., than the Developer wig need to provide for provisions of the Ocoee Comprehensive Plan, which may Under certain dicumstances as the School Board desires for Use as an elementary school site with such Conveyance to 1 6-7.Bag4 nkulannadesome 5:1withoulfame 41iiiMankFerx slope,eaideePif�eedt,bPriam.radlammtmhandaommd�etteah.eMWy . . 25) Ali cross access, utility and drainage easements shad be provided prior to or at the time the stormwater requlrements with the Property on a temporary basis until such ado✓ development In the lo0-year floodplain elevation or jurisdictional wetland occur prior to the issuance of building permits for Phase 5 of the Proed; or,(111)given Addiicandpnstdienopment mail 25 year-96 man, Facture 25 year-96Beniaalnnealtenl Tiler ine ear:r,okrre discharge ram cake runnif wGne promwed by a snrmarar^inalmada°onm' at arldn . P g time as the Center take a Is devel ed. Prof rtY oP bounds The Develo rma ro se develo ment wldNn these a reas based on Polic ry• Pe YP Po P Y Develo written notice that h no ion er Intends toe ulre an a ail Per 9 Cq Y of the School Site. 2 S7i Ensign abnm 100dear24hmrwarmewa pW dmalopm inguraff Simr andrrout tale(Pamdisemrgrg mlYoltale i:sryaat mfUasr City Engieer 26) Ail utifides including elect icat cable, TV, and telephone anti including any on -site IV. Developer shall demonstrate that there will be no extraordinary increase in 2.3 of Chapter 5 of the Ocoee Comprehensive Wan which permits such development in Nothing herein shag be construed to require that the Developer convey the School Site at de. or nay be mallto a FEAN DOMARrappicanan) shanbe reared. "nelor pond dssctarge _. -- - _ _- - existing overhead wires shag be placed underground. constmetion or maintenance costs as a result of the depicted Clarke Road Right of cases where offsetting cri environmental mitigation or enhancement of these areas is a price below the fair market value thereof. Addaaa p�de res ascisipe ta tare alrraxfg ba i 27) Parking shag be provided in accordance with the City of Ocoee Land Development Code, Way alignment demonstrated to improve natural functions or to provide low -Impact uses or recreational 79) In the event that the School Board notifies Developer that h has decided not to acquire 'maor,maredo'ern raguadlanceialaquiceW ar pro�rmawdx unless othenlse noted. V. Developer shall be responsible for any wetlands mitigation necessary due to amenities whkh encourage enjoyment of such areas. Any such exceptions shall be the School site, or any portion thereof, for an elementary school site the Developer shah 3'e7.ead oasiP, Sturm 1anarea this ma eNoxe me igdmtionatake9ms era atlAacxivs�nd syrsrts. simrs iarwy arrainetlwNBn 28 All al Instruments indudin but not limited to the declaration of easements, covenants lag g construction of an Non of the Clarke Road htrof-Wa on its Pro y po Rig y party. evaluated as part of a preliminary SUbdMslon plan suhmitlal. Nothing contained herein provide written notice of the School Board's decision io the City Manager with a copy to ercl be Ammid aie mrmday a /tiarad and restrictions, association documents and deeds conveying property to a homeowners VI. At Developers expense, Developer will prepare and provide the City with a shall be consWed as 9renting any such exceptions, unless waived by the Gty. the City Adomay. Upon receipt of such writton notice the City shall have shkty (60) days association shall be approved by the City prior to plat approval and shag Comply with all metes and bounds legal description and sketch of description of the Clarke Road 51) An emergency access easement to all retention ponds and over ail drainage easements to notify Developer do writing whether the Gty desires to purchase the School Site at Its Ordinances of the City In effect at the time of recording of any such insimment. Right d Way and shall incorporate the same Nh plats of that portion of the within the Project shall be dedicated to the City of Ocoee for emergency maintenance then fair market value, such purchase to be consummated within sbay(60) days after the 29) Arden Park stormwater system Property adjacent to the Clarke Road RlghiofWay. The aforesaid legal purposes at the dine of piaiing. The emergency access easement will not Impose any Developers receipt of the City's notice of election unless otherwise agreed In writing by ADDITIONALLY PROPOSED WITH PUD REVISION t. Private streets (gated) - The entire Project will be gated. Ail pipes, inlets, description and sketch shall be certified to the City and shall be subject k the obligation, burden, responsibility or %ability upon the City of Ocoee, to enter upon the City and Developer. manholes and structures accepting runoff from each portion of the Project will be review and approval of the CNy. The foregoing shag be accomplished in subject property or take any action to repair or maintain the drainage system. CODE ISSUE STANDARD PROPOSED dusnFlcATlonl a Pueuc EVEnIT owned, operated and maintained by the appropriate Sub -Homeowners Conjunction with the preliminary subdivision plan for Phase 4 and shall be shown 52) Development of this property shag beconsistent with the Development Agreement. in to sex cul�lasaos Nabrvur-AW m length taro Allow for tree Preservation and/orgrading transitions, on the north side of Lake Sims and other Association. Stormwater pond tracts, Including landscaping, wm be owned, on said preliminary subdivision plan and the final subdivision plan for Phase 4. Are event d a conflict between this Plan anti the Development Agreement,the areas on Property Further due to site constraints and working with the contours the additional operated and maintained by the Arden Park Master Homeowners Association. Clarke Road shall aim be platted in accordance with the phasing schedule set Development Agreement shall control. length requested is necessary. forth on Table 1 on Sheet 6. 431 E. Horatio Avenue Suite 260 Maitland, Florida 32751 (407) 629-8330 ��/\� �J a 0 J Q W 0 mO Ir Q IL 2 E Q ^ %%—# O 00m Ir Z Q O C) Z Z WW W O 0 U U 0 o Q U U r 6 M 3 N O M Z o I a I Z z0[O z -D , `r - o0 - a W- a J- N - rn o m ii%iii111111/111 * &` I/�, N ��W ... , ,i o •. yf/ W - o li 10fa 0 ii Go a o ti : 'e a w :E - it ot a E a N n R- ur z O. Q '- =U G F- -O � - o ._9 Z W h y o •.,;N88 * Q�°.,S -i 1r/11111ii - a z z W o m - = z W as U 0 Uf > W a 0 �Nr�arn,ol�mm�� a ,o 0 N E ,E s a 0 I a 0 z 0 JOB g 19085 6 m DATE: 10/02/20 SCALE: N. T. S. DESIGNED BY: TTB i DRAWN BY: TTB — APPROVED BY: BSB i n C-004 0 i x P WED -- UY ED USE ,ti IIWcr v 0 ZONM - R-4 \ ope111PACE TRAMX %\ ` o 7IIIIACrRK*fr OF b ®,1® 1.AlOBCAPE Bl 5 16 17 18 19 1 14 12 13 20 2122 10 57 55 54 24 , 1 ® 8 58 592 25 PHAVE 7 59 26 / 51 27 A ull�pl 8 80 , 5 61 50 28 \ 1HA<.T W OrBI>IrACE 1 4 62 49 29 \ I \� 3 , 83 4748 30 2 64 3146 \ 65 45 32 _ 66 674 o 35 3 4236 41� / 37 ` 38 PHASE 4B t ®- - - - - - .� _ 411* -Now - :�..._ \� PHA: FEMA RAE ELEV OW PREVIOUS CONSTRUCTION \ \ ZOW40 - X-22 �0� O)(W UM n ♦ - wo 00 YR 9110R IM ELEV 7W 41 • tWp • `1- _.- _ • iv O 0 oft _ GRAPHIC SCALE (INS) 1 inch - 200 R GENERAL NOTES: 1. THE PROJECT IS DESIGNED WITH A SINGLE STORMWATER MANAGEMENT FACILITY THAT ACCOMMODATES THE PROPERTY. THE POND IS DESIGNED IN ACCORDANCE WITH THE CITY OF OCOEE AND SJRWMD STANDARDS. 2. BASED UPON FIRM MAP /12095CO210F, THE ENTIRETY OF PHASE 6 LIES WITHIN ZONE X. OUTSIDE OF THE 100-YEAR FLOODPLAIN. 3. WATER AND SEWER SERVICE WILL BE PROVIDED BY ORANGE COUNTY. 4. RECLAIMED WATER SERVICE WILL BE PROVIDED BY CITY OF OCOEE. 5. FIRE PROTECTION WILL BE PROVIDED BY CITY OF OCOEE FIRE AND RESCUE. 6. POLICE PROTECTION WILL BE PROVIDED BY CITY OF OCOEE POLICE DEPARTMENT. 7. ACCESS TO THE SITE WILL BE VIA CLARCONA-OCOEE ROAD, AND FUTURE CLARKE ROAD EXTENSION. 8. THE PROJECT ROADS WILL BE PRIVATELY OWNED AND MAINTAINED BY THE H.O.A.. THE ROAD WILL BE CONSTRUCTED CONSISTENT WITH THE CITY OF OCOEE STANDARDS AND WILL BE DEDICATED TO THE H.O.A. AT THE TIME OF FINAL PLAT. 9. COMMON OPEN SPACE, RECREATION AREA, AND LANDSCAPE BUFFERS WILL BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION. 10. FINAL DEVELOPMENT ORDERS OR PERMITS MAY BE ISSUED ONLY UPON FINDING BY THE CITY THAT THE INFRASTRUCTURE ADDRESSED UNDER THE CONCURRENCY MANAGEMENT SYSTEM SHALL BE AVAILABLE CONCURRENT WITH THE IMPACTS OF THE DEVELOPMENT. 11. STREET LIGHTING IS TO BE PROVIDED IN ACCORDANCE WITH CITY OF OCOEE LAND DEVELOPMENT CODE. A STREET LIGHTING PLAN, INCLUDING STREET LIGHT ASSEMBLY DETAILS, SHALL BE PROVIDED TO THE CITY FOR APPROVAL PRIOR TO CONSTRUCTION OF STREET �12. THE LAND BURDENED BY DRAINAGE, UTILITY AND MAINTENANCE 2 EASEMENTS -SHALL BE OWNED AND MAINTAINED BY THE INDIVIDUAL F 35'/40' 5� HOUSE 5' OR 7.5' PAD SIDE YARD- DEPTH SETBACK $ 1 N 20' FRONT Y1 SETBi 10' UTILITY 45' FENCE / ACCESSORY 35' tUCTURE SETBACK 5' OR 7.5' SIDE YAR f SETBACK N C I0D STREET SIDE SETBACK 20' FRONT r1• allr: ; ,•, , SOILS LEGEND m SOILS LINE SOIL SOIL NAME HYDROLOGIC NUMBER GROUP OBASINGER FINE SAND A/D 0% - 1% SLOPES FINE SAND OCANDLER 4 0% - 5% SLOPES A FINE SAND OCANDLER 5% - 12% SLOPES A FINE SAND OCANDLER-APOPKA 5% - 12% SLOPES A ST. LUCIE FINE SAND 38 0% - 5% SLOPES A TAVARES FINE SAND 46 0% - 5% SLOPES A TRACT TABLE OR D IDE YAA RD SETBACK AS PRIVATE RIGHT-OF-WAY H.O.A. H.O.A. 2.00 AC. (13.13%) V OPEN SPACE H.O.A. H.O.A. 2.33 AC. (15.30 W OPEN SPACE H.O.A. H.O.A. 0.83 AC. (5.451n i X LANDSCAPE BUFFER H.O.A. H.O.A. 0.21 AC. (1.381n SINGLE FAMILY LOTS TOTAL SITE AREA 61199MQIB AREA I FAKDOWN AREA rm 11 m AD 11Am m TOTAL RIGHT OF WAY 0.51 1.03 1.54 LOTS* 1.57 4.12 5.69 TOTAL 2.08 5.15 7.23 *3700 SF IMPERVIOUS PER TYPICAL LOT RESIDENTIAL GUIDELINES A 9.85 AC. (64.67X) 15.23 AC. (10OX) LOT TYPE MIN. LOT SIZE MIN. LIVING AREA LOT SETBACKS LOT CRITERIA MAX. PERVIOUS MAX. BLDG. FRONT SIDE SIDE STREET REAR SURFACE RATIO COVERAGE DETACHED SINGLE I HOMES (45') AII20' 1,300 S.F. 20' 5' 20' 20' 75% 60% ■ PI UI�1:1:17d1 �Z: !.Y [•l :� iaf ♦ I . [•i CIVIL ENGINEERS 431 E. Horatio Avenue Suite 260 Maitland, Florida 32751 (407) 629-8330 00--oos Q cc,0 Q W J L� o- Q VJ 0 J 0 /Q > IL O z Ww w o U Q 0 0 Q } U M o LL Q~ 3:� N O a � I o I O � 0 O J� 0 N W Z U W � W � O O U U O � WO 3 VI U N as � 00 W N � W W W d' d' ON N IJ O N Q o � � �NM M tn(o O� I 0 0 JOB # 19085 i DATE: 10/02/20 O SCALE: 1"-200' o DESIGNED BY: TTB i DRAWN BY: TTB o APPROVED BY: BSB i C-100 f TRACT X uv�T 69 20' SETBACK (TYP.) v vv 14 \LA 13 v vv I N / 19 20 �tiry \ 12 40' v .. 24' — / / 21 \ 12510' UE (TYP.) / �9 00 108+00 \ AO'\ \ z z 5(Y °°� TRACT A5 v v �titi 45' 45' 32 �\\\ / 22 \ �-- — ---- —T-- \ R150' /,hamOF RIOO' 7' 54' 45 16 45' 17 I 59' 1815 I , I , , 45' 45 21' 21 , _ R75' R125 °" 23 10 ro ,R1oo' 57 N 56 N 55 I 54 \ \\ 24 cyiF9 3C961 2' MIAMI CURB (TYP.) �I \ o 1 O s\ 120' F I 96 45' 45' 22' 1 53 \ \ I 1 26 \ a 901 8 58 s_ \� o C901 120' �: O 52 \ Ln 7 Q 51 120' 1 I \ - 122' TRACT V I 6 I PROPOSED R.O.W. 120' I +I 122' 100 I---121'--- OCL _cDo ;o i I �I 28 TRACTW 5 ��� �j 1 PROPOSED 4' SIDEWA — — — — — — I +— /122'-- I N I—121'--- vI �, R275' �n of 49 "� 29 / o 7�9• 2' MIAMI CURB (TYP.) R150' /--122' R200' —7 �p 48 / ROW 63 CQ'J 3 � \ 30 \ O \ ------�• V A / vv R250' vv v \ \ vvv v 2 � 64 �0�� //�/ 31 v> 32 \ \ V A• �� �/ / � � 65 SIDEWALK �r \ \ / C901 STOP BAR, STOP SIGN. CROSSWALK (TYP.) \R25 �O / ^A \ �� 1 TIE PROPOSED 4' \ �� / \ O\ / / h / 33 ' \ R25' SIDEWALK INTO EXISTING \� \� 4' SIDEWALK � 2 MATCH EXISTING PVT, i�5\ 67 p� h� // ���25• / o �// 34 R550' TRACT W CURB, AND SIDEWALK �� \ \ \ / p / VALLEY GUTTER y. 19, V / / / \ 43 v / 35 / / 42 / / / v /� ��2 • / \ / � v / `'� R525' 7 � R500'lb UE — vv 37 40TIE PROPOSED 4' SIDEWALK INTO EXISTING \ \O\\ \ \ / 4' SIDEWALK p \ \ /1:1/ 10 \ 39 \ \ STOP BAR, STOP SIGN, CROSSWALK (TYP.) C901 \ 2 MATCH EXISTING PVT, CURB, AND SIDEWALK / VALLEY GUTTER y / /(T�•) C901 R25'IN iiiiiiiiiiiiiiiiiiiiiillillillim \\� GRAPHIC SCALE ( ER FEET ) 1 inch = 50 !L LEGEND: BOUNDARY / PROPERTY LINE WETLAND LINE — — — — — — — — UPLAND BUFFER LINE CENTER LINE EDGE OF PAVEMENT / MIAMI CURB RIGHT—OF—WAY LINE — — — — — — EASEMENT LOT LINE BUILDING SETBACK LINE WETLAND eDETAIL REFERENCE CROSS SECTION DETAIL T SIGNS ►'� I_1 sl of 4 ► CIVIL ENGINEERS 431 E. Horatio Avenue Suite 260 Maitland, Florida 32751 (407) 629-8330 a o 0 J Li rW V, 2 z EL Q CL L 0 0 w Q VJ [L Z Ww W o 0 0 0 0 Q } H U M o LL Q O YN 1•l a � I ■� oz i L � � o J� 0 N a 0O `Z E s Z6 Z iuo z z w CD m z w I JOB # 19085 i DATE: 10/02/20 O SCALE: 1.P=50p o DESIGNED BY: TTB i DRAWN BY: TTB o APPROVED BY: BSB i C-101 0 228 229 00 269+6 \ I / I \\RNgy 231 230 if�Tn�7;7 TRACT X \ \ \ 14 15 16 17 18 \ \ 13 S STR /88 S STR /67 \ \ S ITARY MANH LE S ITARY MANH LE \ \ — — — — -- 12 \ \ �x SS83 108+00 / � TRACT A5 — / 1 PROPERTY LINE (TYP.) TRACT W 19 FIRE HYDRANT ASSEMBLY 20 21 SAN STIR /69 / ��-- — — — — --- SANITARY MANHOLE / \ 10 o 57 56 55 I I o I I \ ' 4 10, UTILITY EASEMENT\ o FIRE HYDRANT ASSEMBLY 1 I I 7 I I I e' Pvc WM 6� DOUBLE SANITARY SERVICE / TRACT W 5 / SAN STR #70 / SANITARY MANHOLE 261 / / EXISTING FIRE / HYDRANT ASSEMBLY / 1 4 DOUBLE RECLAIM SERVICE \ \ � DOUBLE WIM SERVICE IIL3 / SAN STIR j / SANITARY I 64 / / 65 CONNECT TO 8' RWM TO BE CONSTRUCTED / WITH PHASE 48 66 / \ SINGLE RECLAIM \ 67 \ OPEN CUT AND \ REPAIR EXISTING \ ROADWAY y \ o \ S ANHOLLE\ \ \ 42 C W OUTSIDE \ \ \ O ONNECTI02 \ EXISTIN OC11ON FIGURE A302 SHEET \ \ \ PVC WM C915 / / -OC(j PERMIT /18—U-107 \ \ \ 263 \ \ EXISTING 8' \ \ i PVC RWM \ / F \ 53 I \ � 58 52 \\ I \ � 59 \\ \ I \ TRACT V 1 60 I I 8' PVC RWM I.I I I I II I 6 3 50 8' PVC RWM 61 I 62 49 48 A / 47 / 46 45 44 10' UTILITY EASEMENT"/ o / 34 (TYP.) r 431 / / ^ / FIRE HYDRA / \ 43 35 22 SAN STIR 23 \ \ 24 25 \ \ 10' UTILITY \ EASEMENT a (Typ.) \ \ 26 o \ 1 0 1 1 II 27 1 I 1 I SANITARY MANHOLE 28 8' PVC WM I I I I 29 30 SAN STIR #64 / SANITARY MANHOLE / 31 32 PHASE LINE (TYP.) 33 ASSEMBLY r l�lfi:1l 331 o� G 8' / 36 329 41 x / SANITARY MANH ! 304f00 EXISTING FIRE HYDRANT ASSEMBLY / 37 V 328 40 / / I / / o l wMa 38 CONNECT TO 8' RWM TO BE CONSTRUCTED WITH PHASE 4B W/ \ 8'X8' TAPPING SLEEVE AND 8' VALVE SAN STR /30 EXIST. SANITARY MANHOLE CU PERMIT /18—U-107 CONNECT TO 8' WM TO BE CONSTRUCTED WITH PHASE 4B W/ 8'X8' TAPPING SLEEVE AND 8' VALVE OCU PERMIT #18—U-107 �1 SAN STR /61 � EXIST. SANITARY MANHOLE / \ GORE DRILL O CONNECTION U PERMIT /18—U-107 326 EXISTING FIRE \. HYDRANT ASSEMBLY 365q RA \ ( IN FM 1 inch = 50 ft. 1. PLANS SHALL BE IN ACCORDANCE WITH THE 6TH EDITION OF THE FLORIDA FIRE PREVENTION CODE; NFPA 101, 2015 EDITION; NFPA 1, 2015 EDITION; NFPA 14, 2013 EDITION; NFPA 24, 2013 EDITION; NFPA / 13, 2013 EDITION. \ / I 2. NEW FIRE HYDRANTS SHALL BE PAINTED IN ACCORDANCE WITH NFPA 291 BASED ON ACTUAL FLOW TESTS WITNESSED BY THE FIRE INSPECTOR: / 2.1. THE BARREL OF A PUBLIC HYDRANT SHALL BE SILVER, AND THE BARREL OF A PRIVATE HYDRANT SHALL BE CHROME YELLOW; / 2.2. THE TOP AND CAPS OF THE HYDRANT SHALL BE PAINTED ACCORDING TO THE AVAILABLE FIRE FLOW AS FOLLOWS: \ / 2.2.1. HYDRANTS FLOWING 1500 GPM OR GREATER: LIGHT BLUE. \ / 2.2.2. HYDRANTS FLOWING 1000 1499 GPM: GREEN. 2.2.3. HYDRANTS FLOWING 500 999 GPM: ORANGE. i 2.2.4. HYDRANTS FLOWING 499 GPM OR LESS: RED. A) 36" CLEAR SPACE SHALL BE MAINTAINED AROUND THE CIRCUMFERENCE OF FIRE HYDRANTS EXCEPT AS OTHERWISE AQUIRED OR APPROVED. "PER (NFPA 1, FFPC 6TH ED.-18.5.7.1) B) A CLEAR SPACE OF NOT LESS THAN 60" SHALL BE PROVIDED IN FRONT OF EACH HYDRANT CONNECTION HAVING A DIAMETER GREATER THAN 2.5°. "PER (NFPA 1, FFPC 6TH ED.-18.5.7.2) %FH1 FIRE HYDRANT CLEARANCE DETAIL FDEP SEPARATION REQUIREMENTS UNDER 62-555.314 EFFECTIVE 8-28-2003 HAZARD HORIZONTAL SEPARATION VERTICAL SEPARATION JOINT SPACING WATER ABOVE WATER BELOW STORM SEWER 3" MIN ION PREF, BIN MIN 17JN MIN 3" MIN STORM FORCE MAIN 3FT MIN ION MIN 12IN MIN 3FT MIN RECLAIMED WATER IF REGULATED UNDER 62-610 3FT MIN ION MIN 12IN MIN 3FT MIN RECLAIMED WATER IF NOT REGULATED UNDER 62-610 1OFT PI SFT MIN ION MIN 12IN MIN OFT MIN VACUUM SANITARY SEWER 1OFT PI 3FT MIN ION PREF, OIN MIN 12IN MIN 3FT MIN GRAVITY SANITARY SEWER IOFT PRE, or MIN, 3FT MIN IF WATER MAIN IS OIN ABOVE GRAVITY SANITARY SEWER. 121N PREF, BIN MIN 121N MIN OFT MIN SANITARY SEWER FORCE MAIN 1OFT PI SFT MIN ION MIN 12IN MIN OFT MIN SEWAGE TREATMENT h DISPOSAL SYSTEM 1OFT MIN NONE NONE NONE UTILITY NOTES: 1. MAINTAIN 3 FEET OF COVER OVER ALL PROPOSED WATER AND WASTEWATER LINES. 2. ALL UTILITIES LOCATED OUTSIDE OF PUBLIC RIGHT—OF—WAYS AND PUBLIC EASEMENTS SHALL BE PRIVATELY OWNED AND MAINTAINED. 3. FLOW TESTS OF ALL FIRE HYDRANTS SHALL BE CONDUCTED AND FLOW TEST RESULTS PROVIDED TO CITY OF OCOEE FIRE DEPARTMENT PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY. 4. WATER MAINS AND FIRE HYDRANTS SHALL BE INSTALLED, COMPLETED, AND IN SERVICE PRIOR TO COMBUSTIBLE MATERIALS BEING BROUGHT ON TO THE SITE. 5. ALL SANITARY SEWER LATERALS SHALL HAVE A MINIMUM SLOPE OF 116 6. ALL FIRE HYDRANT VALVES SHALL BE LOCATED ON THE DOWNSTREAM END OF THE FIRE HYDRANT SUPPLY LINE AT THE TEE. 7. PRIVATE FIRE HYDRANTS SHALL BE PAINTED RED PER CITY OF OCOEE CODE OF ORDINANCES ARTICLE IV 78-25 (D). e. ALL EXISTING UTILITIES HAVE BEEN FIELD VERIFIED (VERTICALLY AND HORIZONTALLY) AT ALL POINTS OF CONNECTION AND AT ALL AREAS OF CONFLICT WITH OCU INFRASTRUCTURE.' (OCU MANUAL SECTION 2111 3.03G) 9. BEFORE ANY WORK IS PERFORMED ON THE EXISTING PVC GRAVITY MAIN, PLEASE CONTACT THE OCU INSPECTOR WHO MUST BE PRESENT FOR THE WORK PERFORMED ON THE PVC GRAVITY MAIN NOTE: MAINTAIN A MINIMUM OF 3' BETWEEN SEWER PIPES AND EDGE OF PAVEMENT. FIRE FLOW DEMAND CALCULATIONS: PER CITY OF OCOEE ENGINEERING STANDARDS MANUAL, SECTION 31.02.02, THE MINIMUM NEEDED FIRE FLOW IS 750 GPM. PER ISO "GUIDE TO DETERMINING NEEDED FIRE FLOW , EDITION 05-2008, CHAPTER 7, THE MINIMUM NEEDED FIRE FLOW IS 1,000 GPM. THE PRO ECT HAS BEEN DESIGNED WITH A NEEDED FIRE FLOW OF 1,000 GPM. S ►'�I_1I] 1] 4 CIVIL ENGINEERS 431 E. Horatio Avenue Suite 260 Maitland, Florida 32751 (407) 629-8330 /-� a cc,0 W J Ll U) Z Q 0 O Q I..f_ Z Ww w 0 0 0 0 Q } U w s 0 U U � N z w a o U) o w > w o' a N W N 1y] < Q o 0 Nr01-;dfl CO I-000041 JOB # 19085 DATE: 10/02/20 11 O SCALE: 1..=50. o DESIGNED BY: TTB a / DRAWN BY: TTB o APPROVED BY: BSB 00 i C-201 0 x HYDRANT IG NUM6ER PLAN SHT III EASTING NORTHING ELEV. MANUFACTURER MODEL III COMMENTS VALVE MANHOLE METER FITTING CLEANOUT PIPE PUMP STATION WELL PROPERTY OR EASEMENT CORNER EXISTING OC UTILITY CROSSING GREASE INTERCEPTOR ►'� I_181114 ► 01919I67:N:1 WA U!:1LA [•l:� iaf♦ I. [•i CIVIL ENGINEERS 431 E. Horatio Avenue Suite 260 Maitland, Florida 32751 (407) 629-8330 Z C� a E Q O J w A w I V J Q m = H EL W0 O n c w Q EL O W w w Q) U 0 w 0 Q } U z 0 U) w 01 JOB # 19085 DATE: 10/02/20 SCALE: N. T. S. DESIGNED BY: TTB DRAWN BY: TTB APPROVED BY: BSB v 0 C-210 0 m i a 0 WA YD-10 YDP-09 35 LF STS 12" YARD DRAIN 12 HOPE O 1.00% RIM:129.00 TRACT X ° INV:126.92 n3 YDP-OB 80 LF STS 12 HDPE O 1.00% ,a YDP-OB 44 LF STS zo 12 HDPE O 1.00% YD_09 12" YARD DRAIN RIM:129.47 \ YD-07 / INV:123.47 12" YARD DRAIN YD-08 RIM:131.48 \ 12" YARD DRAIN 15 16 17 18 INV.1211 \ \ RIM:130.40 14 \ \ INV:125.77 19 \ \ \ \ 13 STS STR 1-105 STS STIR 1-106 \ \ I TYPE 5 INLET I TYPE 5 INLET 20 \ YDP-07 5 1 STS 10' 1 AGE STA:106+44.63 OFF: -13.25L STA:107+75.54 OFF:-13.25L 14\ \\ \ 12\ O 1.17% T 12 �\r EASEME _ .. 21 STS STIR I \ \ g TRACT A5 108+00 STS STR 1-108 gy ix I TYPE 5 IINLET \ I - � - ,_ _ I TYPE 5 INLET \ 1 o a STA:108+80.16 OF IL STA:105+82.89 OFF:-13.25E o \0y� P-141 a F: -13.25LP-143 22 STS STR J-37 ^� I STORM MANHOLE \ 2 STA:106+44.63 OFF:6.00R STS STR 1-107 \ \ \ ®/ Q I TYPE 5 INLET p-STA:107+75.93 OFF:13.25R \ 23 \ 10 o 56 55 �. ® '0 \ \ \ STS STR 1-102 + 1 57 P-1153 171 STS \ ':►; TYPE STS STR J-34 15 HP O 0.20% STA:105+210.15 OFF: 513.PSL o 200 201 1 STORM MANHOLE 54 C901 C901 STA:105+61.87 OFF,6.00F 24 \ 9 20' DRAINAGE \ STS STR 1-109 r' STS STR 1-103 EASEMENT I TYPE 5 INLET o \ STA 110+3886NOF1-13.25L STA:105+21.15 OFF.13.25R \ \. 25 STS STIR 1-1a I TYPE 5 INLET 8 5P STS STR 1-121 STA:110+46.10 OFF,13.25R C902 Q� b i I TYPE C INLET + RIM:115.50 52 a INV IIYDP-13 1 s9 26 INV 0 109.74 P-153 \ 1s \: 7 n 59 o w\ o 1 YDP-13 60 1 STS -r P-152 47 1STS_ a 12 HDPE 1.00%\\ 51 S 30 HP O 0.86$ YD-14 1 12" YARD DRAIN i7 6 I 60 RIM:115.50 FDOT STORMSTS STR 3MANHOLE INV:110.34 STA:111+18.83 OFF:-17.50L - YDP-12 62 LF STS 0 12 HDPE O 1.00$ 50 61 + 1 28 5 YDP-I�6 / / a 12 HDPE O 1.00% YD-13 W STS STR I-101 120 YARD RIM: 15.50RAIN STS STR I-111 I TYPE 5 INLET YD-12 INV:110.96 % I TYPE 6 INLET F:13.25R STS STIR 1-100 STA:102+32.28 OF12" YARD DRAIN / I STA:112+37.56 OFF:-13.25L I TYPE 5 INLET T RIM:115.50 49 STA:102+27.13 OFF:-13.25L 62 INV111.58 p-148 �y P-134 STS STR 1-112 211 1 YD-06 4 / STA:112+D37.56 OFF 13.25R C902 P-150 45 1STS 0 12" YARD DRAIN , / 24 HP O 2.78% RIM:124.29 YDP-10 49 1STS OIV , INV:112.54 12 HDPE O 1.00% B 20' DRkIGE \ \ \ 3 % 63 _ 0 30 \ o YSTS 112 HDPE 12" YARD DRAIN ^7x / O 1.00% RIM:115.50 /P-149 118 1STS INV:112.07 7 / / 24 HP O 0.81% 2 J/ STS 12 4 LF STS 12 HOP \ / / 64 12" Y 01.00$ 31 t STS STR 1-61 �� 12" YARD DRAIN RIM:121.88 46 o h FDOT TYPE 6 INLET 10� YDP-05 67 LF �o \ STA:100+31.33 OFF:-13.25E /. / STS O .00% ;^2 HOPE a� INV:113.16 0/ ,• j N ` / �.. 65 < ! 32 I TYPE 6 INLET YDP-04 60 LF %' 45 OPEN �� �� STA:100+31.33 OFF:13.25R STS 12 HDPE YD-04 / REPAIR E N Q� \Y7DP 66 O1.00$12mRIM YARD DRAIN /ROA RIM:120.81 33 -03 45 LF / INV113.83 / j ✓ V STS 12 HDPE 44 /, / 4 O 1.00$ / STS STR J-12 ( 12" YARD RAIN 334 EXIST. FDOT STORM MANHOLE RIM:118.48 �00 RIM: 122.00 INV:114.88 Iff ^``]X INV IN:114.42 P-81 YD-03 INV IN:117.00 P-49 YDP-02 40 LF 12" YARD DRAIN INV IN:102.49 P-79 v STS 12 HDPE RIM:119.73 43 INV OUT: 104.16 P-50 \ O 1.00% INv: 114.a3 35 STS STR 1-39 0 TYPE 5 INLET RIGHT 296+0 ✓ RIM:116.85 INV IN:112.97 YDP-01 INV IN:102.49 P-50 INV OUT: 99.30 P-51 / / / i i / / / / 4' YD-01 YD 12" YARD DRAIN / 36 C902 RIM:116.95 INV:115.28 / o0 x 40 xo I\ 37 ' I STS STR 1-122 \ STS STR 1-119 / 1 TYPE 6 INLET I TYPE 6 INLET / STA:117+24.06 OFF:-13.25L STA:117+24.06 OFF:13.25R 38 STS STR FDOT STORMRM M MANHOLE p� P-159 161 LF 39 24 HP O 0.20 DRAINAGE EASEMENT WIDTH VARI PREVIOUSLY CONSTRUCTED W/ PHASE 4B STS STR D50 \ D50 WEIR TO BE RAISED PER DETAIL ' STS OUT: C901 EXIST. FDOT TYPE H INLET \ 1-Q P 1, RIM: '` _ 82 64 NV UT:80.66 P50 v �/� 24 HP O 0.30% �. TO BE REMOVED AND REPLACED- 4 STS STR 1P-62 ITS FDOT TYPE H INLET TO BE REMOVED / JIJ JIR I-1 W FDOT TYPE D INLET \ RIM:102.55 / INV IN:99.P-159 INV OUT:88.8.05 P-8-82 ah �o STS STR 1-63 % /EXIST. TYPE 5 INLET RIGHT / RIM: 103.56 NV IN:87.97 P-82 / INV OUT:87.97 P-83 No st \ \ \ \ PREVIOUSLY CONSTRUCTED W/ PHASE 5 STS STR CS-61 EXIST. FDOT TYPE D INLET RIM: 96.50 NV OUT: 87.00 P31 •, I II 8$agE% \' ;r \ STS STR 0-9 72A 2 CONCRETE M.E.S. AND ENERGY DISSIPATOR 901 `9. RIM:95.58 INV IN:93.00 P-152 STS STR FDOT STORMRM MANHOLE RIM:100.01 \ INV IN:93.99 P-151 INV OUT:93.40 P-152 I \ 1 P-151 155 LF STS 30 HP O 0.20% REMOVE EXISTI PIPES \ AND YARD DRAIN STS STR 1-113 I TYPE D INLET . . 232D RIM:99.00 C903 INV IN:95.75 P-150 INV 94.30 P-34 0 \ QINV 1 P-151 1000, \ CONNECT 1 \ a EXISTING TO / PROPOSED STS STIR J-31 OT STORM MANHOLE ''•: RIM:111.38 I INV IN:104.50 P-149 INV 011 P-150 \ STS STR LSD-36 EXIST. YARD DRAIN INLET \ -3p4f o0 wMa x ,� � \ osxoo '• � GRAPHIC SCALE ( EK FEEL' ) 1. inch = 50 fL ►'j� /11 ml of 4 ► CIVIL ENGINEERS 431 E. Horatio Avenue Suite 260 Maitland, Florida 32751 (407) 629-8330 M o n LL Q O YN � a v Ln 't o i o J� 0 N z w 0 w 0 U O L� O H U N Z a � � o w w o' o a w QN 0 �NM�1f'7 c0r�m O� JOB # 19085 DATE: 10/02/20 O SCALE: 1.P=50p o DESIGNED BY: TTB i DRAWN BY: TTB o APPROVED BY: BSB j rn v i m C-301 11 0 0 0 PROPOSED LOT -GRADING WIDTH VARIES LOT GRADING G GRADE I \ I I I A \ \ \ \ \ \ V A V A V A \ \ \ A WIDTH VARIES 34' 4' 8' 10' WIDTH 50 1� � 79 M7 VARIES TYP ye° 4: 1 M IV \ V A\ A A \ \ \ V A \\ \\ \V A V A A\ \\ \ \ \ \ \ \ \ \ 70 q Typ TR CT ; �"0 ! �� v 2 GRAPHIC SCALE ( IN FEET ) 1 inch = 50 R. \ V I I \ \ IW .00E � \ EXISTING GRADE s \ 1% MIN AL°L RETA°ININGILWA°LLS LOCAT'EDNTONIN �ACT129 \ \ 127.18 125.92 124.56 123.20 122.06 n> I /X 130.52 EW:118.56 N N - TYP LOT PROPERTY LINES. \ 21.os A V A 11� 1v v -14e obi can W o "> i �I > V A V A \ VA� V A V A T-10 TIE IN SECTION 10 �o o� I \\ \ \ \ 30.40 \ ( \ `q I ,�� TW: 117.54 \ \ \ \ \ N . T. S. \ \ I A 31.45\ \ \ \ V I - BW:113.92 \\ 14 I I\ A V \ 1� \ \ 1\ I A V / / \ \ '. 04 \ \ A7A 10 1 9. 6 I I #F=1 � 9 \ FF� 126. 7 FF= �25.3 FF- 724.�Q0 I /� \ \ \ \ //�1 \ \ 13 \\ TYPgkA I \TYPE\A TYPEA \T A\EA\ I �\ �2.A / \ \ \ \ \ \\ \ \ 0 0 TYPE B MOD J TRACT V J TYPE A �. 4130.6/ I 11905 yVV'LOT GR ADI NG LOT GRADING132.0 �- 61M N 8' 2' 4' ' IDT tj 31 12200TYP. 20.8Op 14 513239 PROPOSE2 GRADE 21 FF-312L T 11.5 1 7+Od ACTAS 108+ 0 72�84 / -z.z� 7 PE A TYP LOT -•i os1 1181.85 / / \ T{q,. ` �,�•�'� V A � \ O� l- � 17 89, 5,4j \, •\ \ \ EXISTING GRADE 5Q 7., wq 1% MIN 7i �5 I BW:108.13 k N 129.75� - - \ / \ \117.97 \\ \ 1% TYP. M/ 1 �- �• 11 125.05' 123.69� 122.34�• �,e.o 2 '� 1%MIN TYP. FF=132 47 _ _ I I1 \FF=11 �.85 �\ \ \ 1 1 I V 1,150 R2 0/ 1 \ \ O / 1 \ 150.40e 8 T� 133.31E _ I TYPE] A 1 / / �' - - -I - tl- - 117,85 \ TYPE \ \ \\ I - `9- �` TYP Ig >z I �0131.47� _ 126.05 124.29 w- 1 ? - za v v v / \ h O �/ A \ PROPOSED / \ \TW: \ \\ \\ V ,� / FF=/12785 I I I I I \ z \ I , \\ T-9 TIE IN SECTION 9 GRADE \ 114.70 BW:107.50 ,30.6� \ \ - N.T.S. ^s12s.s7 /• ryPE A v o � \\ 150.77 / I I I I 1 I 11Fj.78 I 123/ 0 O �1l kF-7331z I � 10 w z_ J 10' WALL o EASEMENT A MOD i TYPE A RAIDING LOT GRADING 20 FALL PROTECTION Sg FENCING RETAINING WALL TO BE ---� DESIGNED BY OTHERS TYPE /a o I II 1 7 / 56 I \ 1 \� \ TYPE lA \ \ \ EXISTING GRADE / DD': / N 130. / . / / I FF-719.99 I it \ \ I ~o ��I o / � I T)�PE A 3zs BW:105.5d / / 130.421 FF-127 / / FF=126 09 123.15 I - 11 ` - - - - / / / / 6�h / TYPL� A I I 1 11 �l6 . 115.42 I '4 ,g � \ \\ EXISTING GRA 130. / / ti I I FF-11740I 4 I 1 `L/ �\ ^\ ARIE LOT GRADING T-11 o \ I \ \\� I /C9 FF-133.90 / �. / / �{- -1'� -0 125.09 o I I I \I \ I _ 117.96 TYPE 1\ 115.20 Tw'7 - GRADE Q T- / I 1 I I \ l 7z00 BW: 103.�73 TIE INTO sii 1gs.1s7 '' �� 13o.so o e 11a.ss 11a.os \ ag - - - 4 / 25 � A � � �F=71Q.05 I � o, l � EXISTING GRADE �y 7y Mq°Y Ao/FF=1J3so FF 330�vp 16.61 147E 90 , Ql 130 / / h1/ / 00 I I i 1 TYPE �A / 147.730 6' /11 O/ / `L /TI.52TW:141.80 0 13.82 13204 116.401 16.04 1I2\.A71\i9�1I .I7F4FT=i11E7 W l T-� P HASE 4B 30TIE IN SECTION 7/ 116.65 v N.T.S.`LIFF=�I7FF�133513P a 1 YP2A FF= 1 YPE A/ oTIE INTO 1501 EXISTING GRADE 130.16 131.38 130.03 iza // I I 115.50 I 1 J I 111.7� ,i1, I IFF=1113.713 I / TW:11�.2 BW:1�jj//4``.22 z TIE INTO \ FF�132.8 / TYPE Ii 60/ -+ I �2 I / �� EXISTING GRADE o O / / 6 /TYPE �� 1z� s / / / / / / / 112.97- II 1 111 li - I �� TRACT W J TYPE A i r 11o.s7 -- Bw: �oi.oa 2% MIN. CT V _ - -- LOT GRADING 1128.93 130.15 I F -113.9 I O Y 128.76 A / / 113.22 I YPE A I� _ LIMITS OF SOD 1z 4 / / Ci / / / l l I I 1 I ,:. F-11. 17 EXISTING GRADE 133.29- / / FF-1 1.56 F -136. 5611 / / / / 115.50 I I YPE A ��j/- ,-T/ � � � 1% MIN. + / 11 �.60 - - - _ J I i / "11 4, 4, 5, 4: 1 MAX PROPOSED = iz / / / // I 1 1110�.50 - - --- ��i �� J,a RETAINING WALLS T ADE / W:130.00 130.06, / i 129.42 7y.128.46_ .�127.59 128.61 / / 112111 - -1 I 110.41 �� _ - - _ - _ '6s II �� 8y, Typ BE DESIGOTDHER / BW:102. T- A 1% MIN / 1/ / / l l I I I I �Oq. OT S,p TYP. TW:129.62 1W:126.96 % I /� 1zz / 111 86 �C I 1FfFi12.169 =730. / FF729.61Qc / / / / FFp772.8r� I , I YPE 2 1 S.o T 4:1 TYP. TW:128�75 BW:125/.61 / 127.66 TYPE A 2 / / 115.50 / / It % / 126.66 I 112.82 YPE Al / / TW:109.4 3W:103�212 ° TYB€ A TW: 127.94 BW:125.55 / � � / 110.32 � I I I I / �e. 126.51 - - 124.01' / / no. - / 1 / _ - ,12.57 STEM �I' T-5 TIE IN SECTION 5 i v l d l 127.1r-� , / -d - 128.72/ TW:127.59 BW:1z5.36/ \ � FF-7zyy. / / /f� � / - x _ ' � / (��) �/ f� � I/ � >; \\ I � N.T.S. 12s149 115.so 114.2s / dj� �� / /1„0. I �� 's \VAA� V I I 4 128.22 / 23.76 i \ �7 /// / l 728,11 / 124.29 �`/ Ff-112�70 I \ \ \ 044/ \ / 125.44 TYPB g3 / FF=173�57 / / O 110 50 fjYPE Iq �l 1 z4. / / A TYP A / 3u Bw:i2s.9o�1 � � `�-/ / 114.00/ / \ � � % ���� / I I \ \ 01, \\\\ \ I I FE-12s.z1 1z4.z1 / �.113.2a \ TYPE � -� // / 126.04 126.14 �� � zi-a.o z / 115.42i � 47 \ 1,b.e / 123.76 - �f 123.21� 124.37 FF-1 �04 /� / \ \ / % , _ \ TW:125.89 2 E B / 125.64 / \ \ FF=774. -�110.89 F -113.0 - / / / V A TYPE / 111.36 � TYPE A zs.s L 1 3 as / 115.17 '° LOTEGRADING Y24:96 122.9��� / 121.88 / A / / n1.z1 \ - -- y "(YPE A- / / 113.57 / A V A / // / / //i..`// / \ \ 111 �0 EW g�20 \ \ VA VA \ \ % MIN 123.21 115.42 4 �124.97 V 1r-� \ 112.40 \ \ \ LYP�B A V A �FF-114.7 TYPE F( 111.80 / / TYPE A' V A I V A \ �.. 124.00 121.96 - % "���� 'R113.12 \ / / � �� � EW: 172.08 \ \ \\ \ PROPOSED 123.81 \ T" 112.77 / 111,e 111.76 \ \ \ \ \ \ \ GRADE / TYPE B 120.81 114.97� \ � � V / � FF=714 OS EW: 109.70 FF-11 77 �/ TYPp A i TEE A / / 111.77 ./ / / '�' I \ TW�10875 BW:10625 \ . 1 . w w z z J PHASE 6_ a 0 a FALL PROTECTION FENCING 1% MIN 4:1 MAX LIMITS OF SOD FALL PROTECTION FENCING O EXISTING GRADE ems' 3" TYP. QO( TYPE A p LOT GRADAIG 0 5' QO VARIES PROPOSED Y GRADE S A 1% MIN 4:1 TYP. TYP. T T-)TIE IN SECTION #6 N.T.S. w z F- 0 J TRACT W 10' FALL PROTECTION FENCING RETAINING WALL TO BE DESIGNED BY OTHERS -� o / - - 123.41 14.50 _ \ \ / / ✓ // J j / j� EXISTING GRADE �O TIE INTO �/111.83 / /�/ 1 I \\ \ - - - - -'EXISTING GRADE 112.64 \ 112.32 11, s FF=714. 3 TW:112.5 W:110.04 l 1 I I1 E W:118.41 FF=114.32 / /// 1 TYPE A / 111.32 O /J / 34 - _117.7 BW:114.0 - / x \ / ,�h"TW: 107.86 BW: 105.3 � / � / � �I1111.48 FF=114.13 / � 93 � �,� \ ��] 111 g4 111.1 / .' TYPE A / TW:112.1 BW:109.6 I� T-3 TIE IN SECTION 3 \ \ TW:115.86 :111.93 43 / / / /���� T 1 3�'D J\� / �\-�P--11384 110.84 / / 1 °°o'o°p'',°° �99 \ \ N.T.S. 10' WALL \� - 6.70- -� TYPE A // / / \ TW:107.51 BW:105.01 \ o EASEMENT - - \ 116.95 / - \ / / \ �13'0j // / / T FF-1 0 BW:109.86 \ \ 42�110.90 E A \ /�1123 118.00 / -- / TW:114.00 BW:111.51 /�. n0. �+ z z _ TYPE A / 1- f 115.00 /- / \ TW:108.40 BW:105.90 MAX 3' w TYPE A TYPE A - 11�.20 / / / _ . O iJ/ \� / i12.6; ���/,// / o z \ EWi111.13 1@. / \ �i LIMITS OF SOD vi LOT GRADING LOT GRADING_41--- / / O / \ 1 BW:109.63 \1\ a W..112 FALL \ / FF=113Q9-- Z d o FF=177.70 / EWj107.00 �� PROPOSED TYPE A V / /110.28 TYPE -A LOT GRADING PROTECTION � ,� -TY / _� / no. GRADE EXISTING FENCING _ 115.70 / / a7 PHASE 5 I A^ / y 112.05 . 15' MIN. S O RETAINING WALL TO BE - - - - f -40 / f \ EW: 110.86 1 4 7 PROPOSED OQ SO DESIGNED BY OTHERS - _ \ �09 "; T GRADE TYPE A OPEN SPA /// -// SOD, TYP. 4? O � LOT GRADING IDTH VAR 1% MIN - \ - �`P�A- / -�� F=L12.'47 �j / l\ SPOT 1% MIN TRACT N PROPOSED - - /- - YA / / \ 30" LANDSCAPE WALL �--� O 4: 1 MAX GRADE - 114_00\ - �/ ,oe. i) 109.7` TYPE A 38 - - .O C// / e�ry� \/� _ _ _ _ _ - - A.� -BY OTHERS TYP. 5 4 / O w z J w a IO 15' LANDSCAPE BUFFER TRACT X P • A-, 1% MIN 1 / \ - / TIE INTO I -EXISTING GRADE7J S WALL -\ / 4' 1' EXISTING GRADE SO �14111 / FFT1T:97� , (T ) \ EXISTING GRADE TYPE A - �� EXISTING GRADE _ 110 97 �� TIE INTO _ EXISTING GRADE T-11 TIE IN SECTION 11 _--- N IN SECTION 4 - N.T.S. 1090° 'J 1023 °� oo / �8 T-1 TIE IN SECTION 1 - N.T.S. �.- / / 1 - N.T.S. J1 F_1 I] I] 4 ► ■19UI67:7:1 WA ow., l.Y [•]:� iaf♦ I. [•i CIVIL ENGINEERS 431 E. Horatio Avenue Suite 260 Maitland, Florida 32751 (407) 629-8330 Q o W O J w Q ^J^ 0- TQ i V IL Z Q o Q IL Zw Ww Q O U O w O Q } U M o n LL � Q O YN 1rl a � I I O r � O J� 0 N z w 0 U W W O U O W O U N Z � O U) o w w o' w H Lo M t Ln m r m m O � I 0 i JOB # 19085 DATE: 10/02/20 O SCALE: 1.p=50p o DESIGNED BY: TTB i DRAWN BY: TTB o APPROVED BY: BSB i C-401 00 00 11 0 0 .. / srs I-104 GRAPHIC SCALE STA:105+82.89 - 3.25L 12// I a �y / / / _ / SAN STR 68 so a zs so Too zoa / / STA: 106+04.06 -6.00 L SAN STR 69 / \ 3f STA:105+34.39 -6.00 L / / / T STS STR 1-105 10 / / n / / STA:106+44.63 -13.25E ( IN FEET ) STS STR 1-102 / / / o SS64' Aj STS STR J-37 1 inch = 50 ft. STA:105+21.15 -13.25E / �� Q�139 0��38 1yQ .5 W STA:105+44.63 6.00R / / A, i FIRE HYDRANT ASSEMBLY / /9 / o�x / , / / ^ SAN STR 67 - - STA:107+03.15 -6.00 L MADDEN STS STR I-106 CIVIL ENGINEERS SAN STR 70 / / g / // / / / / / \ \ 17 STA:107+75.54-13.25L / / / / \ 431 E. Horatio Avenue STA: 102+78.97 0.00 _ _ - / / / / / / \ , J ;, Suite 260 i / / / / / �\ / / / � STS STR I-107 Maitland, Florida 32751 STS STR I-100 // R-0 / / / / i 1 18) STA: 107+75.93 13.25R (407) 629-8330 STA:102+27.13-13.25L /� / // / / / STS STR J-34 \ kry \ 5 j STA:105+81.87 6. , i` cn SAN STR 71 - - - - - - 6j / / / / / / '�// / / z /55\/ 'o FlR HYDRANT ASSEMBLY STA:101+73.37 0.00 i / STS STR 1-103 / \ ,,, 8x6o \ / I _ - - % / / / STA:105+21.15 13.25R / g fg n % CONNECT TO 12" WM PREVIOUSLY CONSTRUCTED WITH PHASE 4B REMOVE STS STR 1-61 8" WM PVC EXISTING BLOWOFF AND CONNECT AT STA:100+31.33 -13.25E VALVE \ \ � Z/\'V PERMIT /18-U-107 �- / / �/ 60/ / / / / / / / \ R- \20 / / / / \I \ j / / / / / / STS STR 1-108 -1 E �\ � cforD i_ - _ / / STA:108+80.16-13.25L V EXISTING FDOT STORM MANHOLE \ \ - 6r / / / / / / RIM: 12200 co � - � - _ A 1- � / / / � / INV IN:114.42 P-81 N - - - �i / / / / / / � 1 1/1 INV IN:117.00 P-49 \ - / / _ _ - - / / / / SAN STR 66 / 1 1 INN IN:10249 P-79 STA:109+38.51 6.00 R / � r J INV OUT:104.16 P-50 \ 7\- \ i P-61 \ - j 1"6ry / / / / / SAN STR 2B (OUTSIDE DROP) SS45` TYPICAL U nLITY LEGEND DESUmpIION FIRE HYDRANT ASSEMBLY DOUBLE SANITARY SERVICE l SINGLE SANITARY SERVICE O DOUBLE WM SERVICE 0 SINGLE WM SERVICE DOUBLE I SERVICE SINGLE RWM SERVICE N GATE VALVE I_I WM OR RWM CROSS �I WM OR RWM TEE N BLOW -OFF AND VALVE Q o 0 J w W r V/ J Q cM 0O /�r - EXIST. SANITARY MANHOLE \ \ - / 63 / / / / / / / / CORE DILL O CONNECTION _ -< �' / / / / / / 2 / / O i PERMIT /118-U-107 A a - STS STR 1-101 /in RIM: 121.64 � � - -� - INV IN:113.45 SS26 `\ \\ /\ -� -\ \ \ \ 64- - - - - - - STA:102+32.28 13.25R _ _ - - / MATCHLINE wv IN:104.07 ss45 \ 66 SEE SHEET C602 z INV IN:114.45 SS67 \ \ 67 \ \ - - - - _ _ _ Q Q INV OUT: 103.97 SS27 A a \ \.----- CONNECT TO 8" RWM ` \ � \ � - - - - - - - -- PREVIOUSLY \ I) \ \ 8" RWM PVC CONSTRUCTED WITH \ PHASE 48 - - STS STR 1-99 /� \ \ \ STA:10D+31.33 13.25R \ L.L w w O KEY MAP 0 N.T.S. Q LL STREET "AF r, rN n O tit a � I u� z O r Uo o W =Q J H 150 140 N � cow � ^ m 130 z aN u u u� uzzzo X > > > > w�zzzz 120 110 105 !2 I a LI I a N VI STA: 104+2 .85 a a s g rn7 PVI ELEV: 132.13 b� O W d I c4 N K: 33.27 N, 1 m O c PVI STA: 00+50.00 �`O~ NN� LVC: 200.00 (n n N •• ' �?? V)Nj 0- PVI ELE 121.05 HIGH PT. STA: 104+29.52 K: 5.02 HIGH PT ELEV: 130.93 - > > O � fV F LVC: 00.00 NCZ tn¢ZZ LOW PT. STA:100+25.02 a m¢z 0 LOW PT ELEV: 121.42 (n m N V) L0 cn r7 m a� fn ai ai n eo CI r�! Qi rn N n O r� n� cn N N �_ rn N (n¢ z M%� V1N ^a N[O N M N � 1•)a. N UJN � a.al Nm Mg N � 1 O U) O 0 in m .. I a U+i V7N I a� i a 00 M co O a MI r co a M N O m U r� v�i a O N rn r aaN I I a + f O + f NU]� ^= O r, �UJ� �i > m I� 01 `o INN I� m N > w mo UJr n� nao 00 moo= U]r� O ^ 00 `u o= O WW oW� o IM'1 iJ _ O II aMtNV 0C4 r II U ap in aD� U w �� POen �a r II I Mf InN� a� II 1 bg W OI C Ww, Op„ O iJ O N II �lG�H N� � N II > m NNE OI��H �OiH > W �� II �n N� H N II � W1 NNE N� �O r15 O j a m Ji w N O II?O NyNZ� N O II z0 NZZ� N II j NNZ� N O II ZO N"j N II O �N�O FL: fn�Z� Ji OWi r y�N� N II ZO ZZO N�zz j nO1 > z �jj F�>> z �jj 2»> F-m> F�» Q �jj Q j O p� Nm W N F,ZZ fna'ZZ N F'ZZ a'ZZZ fna'Z --- 4 In g j j 41 -ZZ EE-- a'ZZ N -- �ZZ a'ZZZ N �ZZ» > Na'ZZ -- KZ NNZ -- - �z> N a'Z N O M '°00 ooL a N aaao+� N M moo Oho o- mn' O P-136 26 LF �oraa� p Lq, STS 15 HP O 0.23X I x z zz o In P-07 X - »» Nw P-134 27 LF P-138 19 LF w�zzzz ---- v�icz -11 STS 15 HP 00.22 STS 15 HP 00.21X a s 11I -- - ----- I k I wM s PVC ST-- P 135 288 IF P-142 27 LF_ELEY:12 0 - STS 15 HPO O20X i STS 15 HP O 0.23% P-137 54 LF STS 15 HP O 0.2OX P-139 58 LF ----- TS 18 HP O 0.21X P-141 1 P-133 27 LF S 6 2 ITS 18 HP_O 0.2 STS 15 HP O .23% S 6 L V % SNS V % S52 FSN MAINTAIN I2"MIN. - - SEPARATION BETWEEN YDP-07: W M STS P-140 19 15 HP O 2.39 M NTAIN 12" MIN II RWM 8 PVC II MAINTAIN 12" MIN. IATIWED- RWM•STOR MAINTAIN 12" MIN. II SEPARATION BETWEEN SEPARATION BETWEEN SS63 1 1 LF II P-81 40 LF P-133:SS67 P- 40:SS63 AN 8 PVC @ C.30% II II STS 18 HP O .2OX BORING R- BEST. 13-153 - SHGWf 10' �3'T-SFiGWi-I ELEV.109.00' ELEV:109.00' P-144 163 LF STS 24 HP O 0.2OX MU') N N N O U) U) O U) U) m a? O 00 ;0 O n N M I� ^ r r LO U7 rn p? N N N N N N N 0 m N la N N ran � r N N U) M U i m^ N N 0 O N ran U) O 06 N N r'n r m N N M N O M n O O K) N � N � M m � N M r'1 n N N N Lo N N N N N N N N N N N o] N O 0 Q JO V � n `yyyylllll/1/�I� D m ........... Ili N Z 04 W L -n < ft� U O = j Z U) �• jai ; o GENERAL UTILITY NOTES: �� /I/�8 * QFIO�� o 0 0 1. PROVIDE 3' MINIMUM HORIZONTAL SEPARATION BETWEEN STORM i�w///1111t1yyy� < AND PUBLIC OCU MAINS AND MANHOLES AND THE BACK OF z w STORM INLETS AND STORM MANHOLES. CD m Z w 2. MINIMUM DEPTH OF COVER FOR ALL UTILITY MAINS 12" OR LESS w IN DIAMETER SHALL BE 3'. MINIMUM COVER FOR 16" OR LARGER SHALL BE 4. 3. ALL EXISTING UTILITIES HAVE BEEN FIELD VERIFIED (VERTICALLY AND HORIZONTALLY) AT ALL POINTS OF CONNECTION AND AT ALL AREAS OF CONFLICT WITH OCU INFRASTRUCTURE. P-143 106 LF STS 24 HP O 0.2OX z w 0 U 0 1n z � o_ N o w u j W w Of o m W � N o Q � �Nrvi'd-Lr7(Oh00a1C� JOB # 19085 DATE: 10/02/20 SCALE: 1.p=50p DESIGNED BY: TTB DRAWN BY: TTB APPROVED BY: BSB U7 N C-601 z < J al 0 0 U 100+00 101+00 102+00 103+00 104+00 105+00 106+00 107+00 108+00 109+00 GRAPHIC SCALE 50 o 25 50 ,00 Zaa STS STR J-32 J STS STIR 1-111 ( IN FEET ) STA:111+18.83 -17.50E STA:112+37.56 -13.25E 1 inch = 50 ft. STS STR 1-109 ----- STA: 110+38.86 -13.25E SAN STR 64 STA:112+57.940.00 MADDEN FIRE HYDRANT ASSEMBLY = 2 9 0) _ - - CIVIL ENGINEERS 431 E. Horatio Avenue 31� - Suite 260 i Maitland, Florida P-147 (407) 629-8330 32 24 e��� 1�kp0 - SS61 - a R-03 8 "WM PVC - 11 00 1� 33 \ --23-_ / - ------ 1 \ SAN STR 63 �j*TR . 61 34 STA:115+50.00 0.00 SANITARY MANHOLE RIM: 109.57 1 � �� \ \ 2.94 SS59 71gX 102.84 SS58 48�• 35 \ I-122 7A:117+24.06-13.251- 47 qQL /------- --_ STS STR 1-112 \ \x0 \ �\ - - - - - _ -' - STA:112+37.56 13.25R \ \46 \ \ \ \ `� 37 \ \� \ / STS STR J- 36 TYPICAL U nLITY LEGEND DESOFrTM FIRE HYDRANT ASSEMBLY DOUBLE SANITARY SERVICE l SINGLE SANITARY SERVICE O DOUBLE WM SERVICE 0 SINGLE WM SERVICE DOUBLE RWM SERVICE SINGLE RWM SERVICE N GATE VALVE I_I WM OR RWM CROSS II WM OR RWM TEE N BLOW -OFF AND VALVE Q 0_ O J LL rW V/ J Q LINN cr `/ S 4 _ - - - - - - - SAN STR 65 I / / / ST .11 t38. 4 -31.02E � STS STR 1-110 �\ �\ 38 Q o 7 - - - - STA:„1+38.49 0.00 \ I / / /'/ / CONNECT TO 8" WM 0 - STA: 110+46.1013.25R \ \ 45 - SAN STR 66 \ \ \ \ \ \ / W ( \ PREVIOUSLY CONSTRUCTED Z �/ \ \ � � / WITH PHASE 4B USING WET �T y� STA:109+38.51 6.00 R - \ \ \ y / /3 / / TAPPING SLEEVE AND VALVE Q Q - - STS STR I-108 \ \ 8" RWM PVC \ \ \ ` 9 �. �a ASSEMBLY �% Z STA: -13.25E - // / PERMIT /18-U-107 �S J Z \ ' s ,�j Q s86 W w \ \ \ \ \ \ \ \ 46 ryw / o SAN M.H. 30 o \ v v v A I KEY MAP 0 \ \ \ \ \ \ STS STR 1-119 " Q \ \ \ \ STA:117+24.0613.25R N.T.S. CONNECT TO 8 RWM U PHASE PREVIOUSLY CONSTRUCTED WITH EXISTING FIRE HYDRANT ASSEMBLY N STREET "AF r, z N r � p tit a � I u� � z fO 140 U J 130 120 110 STS 100 95 U) O r � O O J� n N V � N r O // r m �.••••• •••.���yl�- N z GENERAL UTILITY NOTES ..LL f P �E N 1. PROVIDE 3' MINIMUM HORIZONTAL SEPARATION BETWEEN STORM t� Q �' o U o AND PUBLIC OCU MAINS AND MANHOLES AND THE BACK OF Z w h o STORM INLETS AND STORM MANHOLES. w a 2. MINIMUM DEPTH OF COVER FOR ALL UTILITY MAINS 12" OR LESS B *`,p IN DIAMETER SHALL BE 3'. MINIMUM COVER FOR 16" OR LARGERItlLttlll� SHALL BE 4% z z W U CD m W 3. ALL EXISTING UTILITIES HAVE BEEN FIELD VERIFIED (VERTICALLY W AND HORIZONTALLY) AT ALL POINTS OF CONNECTION AND AT ALL AREAS OF CONFLICT WITH OCU INFRASTRUCTURE. RIM:110.15' INV IN:102.68' SS58 INV OUT.100.43' SS29 VC MAINTAIN 10 MIN. SEPARATION BETWEEN EXIST. WM: PROP. RWM XIST. SS58 MAINTAIN 12" MIN. SEPARATION BETWEEN WM: P-159 r^ 0 U po In mz w O_ N o w j w w Of o m W � N O Q 0 N ro 14-l0 cah00�O� 2" MIN. BETWEEN 8:P-157 JOB # 19085 DATE: 10/02/20 SCALE: 1=50 DESIGNED BY: TTB DRAWN BY: TTB APPROVED BY: BSB 109+00 110+00 111+00 112+00 113+00 114+00 115+00 116+00 117+00 117+55.84 C - 602 PVI STA: 116 F89.64 PVI STA: 111 88.88 PVI ELEV: 109.45 PVI ELEV: 109.54 PVI STA: 114+ 4.10 K: 73.40 LVC: 100 00 K: 49.113 PVI ELEV: 112.11 LOW PT. STA: 117+16.15 LVC: 200.00 K: 47.79 LVC: 100.0 LOW PT ELEV: 109.57 LOW PT ELEV: 110.32 HIGH PT. STA: 114+34.29 HIGH PT ELEV: 111.85 rn 1O m Ui m U) M O M cN0 I N N_ N c0 N O O m O m O + + V) 0 + f NV N(Nn + NV) Li U U p O N VI N fn W °i o Ln Gi 4- 'c o > 6i N > W� o rn •• Gi m w U > U > U) I�� �M1 U U'1 _�� 't W U m woo M OMB m W II N� mMo pp II <oa II w U U II ba =D (f a, m w 0 M a a0ry a D o IIU MI � N IIU Ln I ' oaoNIIU g°04 Q f? 3, F, c» Q E Im cnEzz I� �?? �?? Noa Zo i' a a^ -a �O �Cor'o �0 zn cnrrzz 4 c 'Cl c� ��~ rcz II N�..Z��Z�p In II?U �D W T j->> in» v _ z IL a$ as aZGo Vp f0 00 OO ' O +a oio p0 o00 O II II »> U11rzz il'Z w � -- ----- 1 --_,.111 1.05% -1.047 32 TS z4',s J L -- - P-148 26 LF STS 1 HP O 0.23% �P O 2. 1 1 P-144 163 LF - gZ 11 P P-1 7 125 -11 49 S P 11 RWM 8 4 HP O 0.20% �J' 24 O 1.'3 P-145 27 LF AN � � WM 8 PVC STS 15 HP O 0.22% V q SN8 021 SN V MAINTAM 12" MIN. 1 L q V 0 SEPARATION BETWEEN MAIN AIN 12" MIN. MAINTAIN 1 MIN. P 145:SS62 SEPARA ON BETWEEN BORING -03 SEPARATION BETWEEN P-157 26 LF P-148: SS61 P-149: WM EST. SHGWT 10'� STS 8 HP O 0.23% 1 1 BORIN - P-159 EST. SHGWT = 6'� ELEV 99. 0' MAINTAIN SEPARATICI P-158 2 LF EXIST. SS STS 24 HP O 0 27% U) U1 N N r M N r7 M M N N M m m a N� m m I� M �"� O 7 r M 7 N M � O N UJ m N N O N m M m m n Lo r O Cq N m I U) m w w 0� N U) O UJ m r' UJ 7 O 0 O m 0 O O O Z a al 0 0 U / 227 228 229 J IF_ \ . 232 231 230 J / 260 261 W 10 9 8 7 6 5 11 \\ \ 14 \\ \\ 13 GRAPHIC SCALE I TRACrX 15 16 17 18 21 7. IF AFTER 14 DAYS, THE TEMPORARY GRASSES AREAS HAVE NOT ATTAINED A MINIMUM OF 75% GOOD GRASS COVER, THE AREA WILL BE \ \ � \\\ \\\ %\ ',,t4,1 REWORKED AND ADDITIONAL SEED APPLIED TO ESTABLISH THE DESIRED VEGETATION COVER. 8. ALL FEATURES OF THE PROJECT SHALL BE CONSTRUCTED TO PREVENT EROSION AND SEDIMENT AND SHALL BE MAINTAINED DURING THE LIFE OF THE CONSTRUCTION SO AS TO FUNCTION PROPERLY WITHOUT THE TRANSPORT OF SEDIMENTS OUTSIDE THE LIMITS OF THE 22 \\\\\\\ PROJECT. \ \\\ \\ 9. ALL DISTURBED AREAS OUTSIDE THE EXCAVATION AND FILL LIMITS WILL BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN THEIR CONDITION PRIOR TO CONSTRUCTION. 10. THE CONTRACTOR WILL BE RESPONSIBLE FOR MAINTENANCE OF ALL NEWLY PLANTED GRASSES OR VEGETATION AND v 1 09 CONCRETE \ \\\� \ \ \\ RETENTION/DETENTION FACILITIES UNTIL THE WORK HAS BEEN ACCEPTED BY THE CITY. / WASHOUT \ 23 \\ \ 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE STABILITY OF EMBANKMENTS AND SHALL REPLACE ANY PORTION, WHICH IN THE / C702 AREA ` \ \ \ \ \ OPINION OF THE ENGINEER, HAS BECOME DISPLACED DUE TO EROSION OR DUE TO CARELESSNESS OR NEGLIGENCE ON THE PART OF 57 56 55 \ \ \ A THE CONTRACTOR. 12. THE CONTRACTOR SHALL COMPLY WITH ALL FEDERAL, STATE, AND LOCAL LAWS AND REGULATIONS CONTROLLING POLLUTION OF THE ENVIRONMENT. MEASURES SHALL BE TAKEN BY THE CONTRACTOR TO CONTROL EROSION AND SEDIMENT RUNOFF FROM THE SITE DURING 54 24 \\\\ \ CONSTRUCTION. SUCH METHODS SHALL BE IN ACCORDANCE WITH THE CURRENT FLORIDA DEPARTMENT OF TRANSPORTATION STANDARDS. I \\\\\ 13 AREA UNLESS SSOWSPECIFICALORK WILL LY DESOCRIBED WED WITHIN YN ENPLANS SAND GRANTED BY REASON OF PERMIT FERVATION AREA, BUFFER AREA, ROM ON ATHE GOVERNMENTAL REA OR D ND ENTITY ` \\ \ HAVING JURISDICTION OVER SAID AREA. 53 \. 25 \ 14. PRIOR TO CLEARING AND GRUBBING, THE LIMITS OF WETLANDS, BUFFERS WETLANDS, BUFFERS AND MITIGATION AREAS SHALL BE CLEARLY MARKED ALONG THE PROPOSED RIGHT OF WAY LINE TO PROTECT THESE AREAS FROM ENCROCHMENT FROM CONSTRUCTION \ \ ACTIVITIES. 15. ALL FILL EMBANKMENT AND GRADED AREAS SHALL BE PROTECTED AGAINST EROSION BY METHODS STATED IN SECTION 104. F.D.O.T. 52 STANDARD SPECIFICATIONS FOR BRIDGE AND ROAD CONSTRUCTION. SIDE SLOPE MAY BE SEED AND MULCHED, PROVIDED THAT THE MULCH MATERIAL IS DISC HARROWED AND THE SIDE SLOPES ARE NEITHER GREATER THAN 3:1 NOR PART OF A DRAINAGE CONVEYANCE. 2 \ O \ 16. REFER TO POND DETAIL SHEETS FOR EROSION CONTROL MEASURES AT POND OUTFALLS. 17. EROSION CONTROL AT ALL INLET DRAINAGE STRUCTURES DURING CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH FOOT INDEX NO. 51 / �, 102. 18. INSPECTIONS ON EROSION CONTROL MEASURES WILL BE PERFORMED BY THE CONTRACTOR ONCE PER WEEK AND WITHIN 24 HOURS AFTER ' 27 I __ j�///� 1/4 INCH OF RAINFALL. THE INSPECTIONS MUST BE LOGGED BY THE CONTRACTOR AND KEPT WITH THE APPROVED PLANS AND SWPPP. 1 I I i / / / / 19. GRAVEL CONSTRUCTION ENTRANCES SHALL BE PROVIDED TO MINIMIZE EXPORT OF ONSITE DIRT. IF GRAVEL IS NOT ALLOWED, THE / CONSTRUCTION ENTRANCES SHALL BE SWEPT PERIODICALLY AND LOGGED BY THE CONTRACTOR. I I I' I I I I I I L I � r \ r 1 4 / \ \ ` \\ 2 65 59 60 61 62 63 /i -�R•PROTECTION \ 42 ` 41 `t \ NOTE: PRIOR TO THE START OF LAND DISTURBING ACTIVITIES, WHICH \ \ INCLUDES DEMOLITION, EARTHWORK AND/OR CONSTRUCTION, THE \ DEVELOPER/CONTRACTOR SHALL PREPARE A STORMWATER POLLUTION PREVENTION PLAN SWPPP AND SUBMIT TO THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION (FDEP) A NOTICE OF INTENT (NOI) TO OBTAIN \ COVERAGE UNDER THE NPDES GENERIC PERMIT FOR STORMWATER DISCHARGE FROM LARGE AND SMALL CONSTRUCTION ACTIVITIES (CGP) PURSUANT TO THE REQUIREMENTS OF 62-621.300(4)(A) F.A.C. A COPY OF THE NOI SHALL BE SUBMITTED TO THE OPERATOR(S) OF THE MS4. COPIES OF THE SWPPP, NOI, � AND FDEP ACKNOWLEDGEMENT LETTER ARE TO BE KEPT ON THE PROJECT SITE AND MADE AVAILABLE UPON REQUEST. UPON COMPLETION OF ALL LAND DISTURBING ACTIVITIES AND AFTER FINAL STABILIZATION OF THE SITE IS COMPLETE, THE DEVELOPER/CONTRACTOR SHALL SUBMIT TO FDEP A NOTICE OF TERMINATION (NOT) TO END THEIR COVERAGE UNDER THE CGP AND PROVIDE A COPY OF THE NOT TO THE OPERATOR(S) OF THE MS4. 40 %b 19 Icl w 0 a 00 100 2w STORMWATER POLLUTION PREVENTION NOTES: ' 1. THE CONTRACTOR SHALL EXECUTE ALL MEASURES NECESSARY TO LIMIT THE TRANSPORT OF SEDIMENTS OUTSIDE THE LIMITS OF THE IN FEEL' 1. inch = 50 fL I PROJECTTO THE VOLUME AND AMOUNT THAT ARE EXISTING PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. THIS CONDITION WILL BE SATISFIED FOR THE TOTAL ANTICIPATED CONSTRUCTION PERIOD. PROVISION MUST BE MADE TO PRESERVE THE INTEGRITY GRADING PATTERNS, ETC. REQUIRED TO MEET THIS PROVISION THROUGHOUT THE LIFE OF THE CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE SILT BARRIERS, tEMPORARY GRASSING, ETC. AS REQUIRED TO FULLY COMPLY WITH THE INTENT OF THIS SPECIFICATION. 2 ANYEADJACENTT WATER MATERIAL BODY OR SHALL STORMWATERECCOLLECTION FACIIN SUCH A LITYR AS TO DIRECT RUNOFF DIRECTLY OFF THE PROJECT SITE OR INTO \\I\I \\\ 3. THE SURFACE AREA OF OPEN, RAW ERODIBLE SOIL EXPOSED BY CLEARING AND GRUBBING OPERATIONS OR EXCAVATION AND FILLING OPERATIONS SHALL BE CONTROLLED, SO THAT THIS OPERATION WILL NOT SIGNIFICANTLY AFFECT OFF -SITE DEPOSIT OF SEDIMENTS. \ \ \\\ \ 4. INLETS AND CATCH BASINS SHALL BE PROTECTED FROM SEDIMENT LADEN STORMWATER RUNOFF UNTIL THE COMPLETION OF ALL \\\ \ \\\\\ \\ \\ \ \\ \ \\\\\ \\\ \\\ 5. 6 CONSTRUCTION OPERATIONS THAT MAY CONTRIBUTE SEDIMENT TO THE INLET. AREAS OPENED BY CONSTRUCTION OPERATIONS THAT ARE NOT ANTICIPATED TO BE DRESSED OR RECEIVE FINAL GRASSING TREATMENT WITH IN THIRTY DAYS SHALL BE SEEDED WITH A QUICK GROWING GRASS SPECIES WHICH WILL PROVIDE AN EARLY COVER, DURING THE SEASON IN WHICH IT IS PLANTED. TEMPORARY SEEDING SHALL BE CONTROLLED SO AS TO NOT ALTER OR COMPETE WITH PERMANENT GRASSING. THE RATE OF SEEDING SHALL BE 30 POUNDS PER ACRE. THE SEEDED OR SEEDED AND MULCHED AREA(S) SHALL BE ROLLED AND WATERED AS REQUIRED TO ASSURE OPTIMUM GROWING \ \\ \\ \ \ CONDITIONS FOR THE ESTABLISHMENT OF A GOOD GRASS COVER. 50 II I EROSION CONTROL NOTES: 28 I THE CONTRACTOR SHALL PERFORM FOLLOWINRMEASURES ACCORDANCE WITH CITY OF OCOEE AND THE S.J.R.W.M.D., DETAILS CON AIINED INTHE P ANS, THE G NOTES AND ASDIRECTED BYTH I INLET PROTECTION II ' A. TEMPORARY EROSION CONTROL 49 I (TYPICAL) I i 1 THE CPROJECTKPILING MSITEROR INTO ANY IAL. NO V DTJACENTING TWATERBODYSHALL ORESTORMWATER STOCKPILED ICOLL CTION FACILIRYAS TO DIRECT RUNOFF DIRECTLY OFF /2. INLET PROTECTION - INLETS AND CATCH BASINS SHALL BE PROTECTED FROM SEDIMENT- LADEN STORM RUNOFF DIRECTLY OFF THE \ \ \ \ \ I TRACT W �1 i PROJECT SITE OR INTO ANY ADJACENT WATERBODY OR STORMWATER COLLECTION FACILITY. 3. TEMPORARY SEEDING /STRIP SODDING -AREAS OPENED BY CONSTRUCTION OPERATIONS AND THAT ARE NOT ANTICIPATED TO BE \\ DRESSED AND RECEIVE FINAL GRASSING TREATMENT WITHIN THIRTY DAYS SHALL BE STRIP -SODDED ALONG ALL DEDICATED ROW's. THIS WILL PREVENT SEDIMENT RUNOFF FROM INDIVIDUAL LOTS INTO THE ROW AND DRAINAGE SYSTEMS, AND WILL NOT LATER COMPETE WITH \ \\\ THE PERMANENT LOT GRASSING. / 30 \\ \ 4. TEMPORARY SEEDING AND MULCHING - SLOPES STEEPER THAN 6:1 THAT FALL WITHIN THE CATEGORY ESTABLISHED IN NOTE 3 ABOVE SHALL ADDITIONALLY RECEIVE MULCHING OF APPROXIMATELY 2 INCHES LOOSE MEASURE OF MULCH MATERIAL CUT INTO THE SOIL OF \ THE SEEDED AREA TO A DEPTH OF 4 INCHES. 47 �\ 5. TEMPORARY GRASSING - THE SEEDED OR THE SEEDED AND MULCHED AREA(S) SHALL BE ROLLED AND WATERED AS REQUIRED TO `\ ASSURE OPTIMUM GROWING CONDITIONS FOR THE ESTABLISHMENT OF A GOOD GRASS COVER. n N p / \�' 6. TEMPORARY REGRASSING - IF AFTER FOURTEEN DAYS, THE TEMPORARY GRASSED AREAS HAVE NOT ATTAINED A MINIMUM OF 75% 'o O / a/ \ \\ GOOD GRASS COVER THE AREA WILL BE REWORKED AND ADDITIONAL SEED APPLIED SUFFICIENT TO ESTABLISH THE DESIRED VEGETATION ``��1111111///// ^ m 46 SILT FENCE, TYPICAL 102 ^ ���°" \ \\ COVER. J��.rP� * //��� N w C702 \ \\ 7. THE CONTRACTOR SHALL PLACE HAY BALES AROUND ALL EXISTING AND NEWLY CONSTRUCTED INLETS TO CONTROL EROSION DURING*�-',`F;,••"�•••�"••.�� N z r3rZ \\ CONSTRUCTION. ,•'� o Lu -.r , �C 1 8. MAINTENANCE -ALL FEATURES OF THE PROJECT DESIGNED AND CONSTRUCTED TO PREVENT EROSION AND SEDIMENT SHALL BE m: � � W �' d =a N MAINTAINED DURING THE LIFE OF THE CONSTRUCTION SO AS TO FUNCTION AS THEY WERE ORIGINALLY DESIGNED AND CONSTRUCTED. Q O •• _Z ,", o B. PERMANENT EROSION CONTROL Z •" Z cf)�J Kfl 37 36 33 ti THE EROSION CONTROL FACILITIES OF THE PROJECT SHOULD BE DESIGNED TO MINIMIZE THE IMPACT ON OFF -SITE FACILITIES. ALL STORMWATER DISCHARGE FROM THE PROJECT LIMITS SHALL BE ROUTED THROUGH DETENTION BASINS TO TRAP SUSPENDED SEDIMENTS AND DISCHARGE FACILITIES FROM THESE BASINS SHALL BE PROVIDED WITH A SKIMMER DEVICE TO TRAP FLOATABLE DEBRIS. Z W U 34 1. PERMANENT SEEDING - ALL AREAS WHICH HAVE BEEN DISTURBED BY THE CONSTRUCTION WILL, AS A MINIMUM, BE FERTILIZED AND Z m SEEDED. w 2. PERMANENT SEEDING AND MULCHING - SLOPES OF 6:1 TO 4:1 INCLUSIVE WILL BE MULCHED WITH A UNIFORM THICKNESS OF 'C APPROXIMATELY TWO INCHES, LOOSE MEASURE, OF MULCH MATERIAL INCORPORATED INTO THE SOIL BY MIXING TO A DEPTH OF FOUR INCHES. 3. PERMANENT SODDING - ALL RETENTION/DETENTION BASINS SHALL BE SODDED WITHIN THEIR LIMITS. ALL EXPOSED AREAS WITHIN PUBLIC / RIGHT-OF-WAYS WILL BE SOLID SODDED. OTHER AREAS WITH AREAS WITH SLOPES STEEPER THAN 4:1 WILL BE SODDED. 4. STRIP SODDING - STRIP SOD SHALL BE PLACED ADJACENT TO ALL CURBS, WALKS AND PAVEMENTS. / 5. REGRASSING - ALL GRASSED AREAS WILL BE MAINTAINED TO ASSURE A GOOD STAND AND SUFFICIENT GROUND COVER TO MINIMIZE EROSION. IF, AFTER 60 DAYS AN ADEQUATE GROUND COVER HAS NOT BEEN ESTABLISHED, THE AREA WILL BE REGRASSED. CERTIFICATION FOR CONTRACTORS 6. ADDITIONAL FERTILIZATION - GRASSED AREAS NOT ACCEPTED WITHIN 90 DAYS OF THEIR COMPLETION SHALL BE FERTILIZED. AND SUB -CONTRACTORS 7 FOR ADDITIONAL SODDING REQUIREMENTS, REFER TO THE LANDSCAPE PLANS. I CERTIFY UNDER PENALTY OF LAW THAT I UNDERSTAND TERMS AND I CERTIFY UNDER PENALTY OF LAW THAT I UNDERSTAND TERMS AND I CERTIFY UNDER PENALTY OF LAW THAT I UNDERSTAND TERMS AND CONDITIONS OF THE GENERIC STORMWATER PERMIT ISSUED PURSUANT CONDITIONS OF THE GENERIC STORMWATER PERMIT ISSUED PURSUANT CONDITIONS OF THE GENERIC STORMWATER PERMIT ISSUED PURSUANT TO SECTION 403.0885, F.S., THAT AUTHORIZES THE STORMWATER TO SECTION 403.0885, F.S., THAT AUTHORIZES THE STORMWATER TO SECTION 403.0885, F.S., THAT AUTHORIZES THE STORMWATER DISCHARGES ASSOCIATED WITH INDUSTRIAL ACTIVITY FROM THE DISCHARGES ASSOCIATED WITH INDUSTRIAL ACTIVITY FROM THE DISCHARGES ASSOCIATED WITH INDUSTRIAL ACTIVITY FROM THE CONSTRUCTION SITE IDENTIFIED AS PART OF THIS CERTIFICATION. CONSTRUCTION SITE IDENTIFIED AS PART OF THIS CERTIFICATION. CONSTRUCTION SITE IDENTIFIED AS PART OF THIS CERTIFICATION. NAME: SIGNATURE: DATE: NAME: SIGNATURE: DATE: NAME: SIGNATURE: DATE: W 0 U W W 0 W 0 U Z w a � � 0 Ld w w fy o a W � N Q 0 �N M �tLn m r m m O� Ln 07 0 N 0 N W E 0 u 0 0 3 Z ¢ a J O z 0 O U z 0 O w w ADDRESS: TELEPHONE: ADDRESS: TELEPHONE: ADDRESS: TELEPHONE: a JOB # 19085 i CERTIFY UNDER PENALTY OF LAW THAT I UNDERSTAND TERMS AND I CERTIFY UNDER PENALTY OF LAW THAT I UNDERSTAND TERMS AND I CERTIFY UNDER PENALTY OF LAW THAT I UNDERSTAND TERMS AND DATE: 10/02/20 O CONDITIONS OF THE GENERIC STORMWATER PERMIT ISSUED PURSUANT CONDITIONS OF THE GENERIC STORMWATER PERMIT ISSUED PURSUANT CONDITIONS OF THE GENERIC STORMWATER PERMIT ISSUED PURSUANT SCALE: 1 .p=50 o TO SECTION 403.0885, F.S., THAT AUTHORIZES THE STORMWATER TO SECTION 403.0885, F.S., THAT AUTHORIZES THE STORMWATER TO SECTION 403.0885, F.S., THAT AUTHORIZES THE STORMWATER a TTB DISCHARGES ASSOCIATED WITH INDUSTRIAL ACTIVITY FROM THE DISCHARGES ASSOCIATED WITH INDUSTRIAL ACTIVITY FROM THE DISCHARGES ASSOCIATED WITH INDUSTRIAL ACTIVITY FROM THE DESIGNED BY: CONSTRUCTION SITE IDENTIFIED AS PART OF THIS CERTIFICATION. CONSTRUCTION SITE IDENTIFIED AS PART OF THIS CERTIFICATION. CONSTRUCTION SITE IDENTIFIED AS PART OF THIS CERTIFICATION. DRAWN BY: TTB o APPROVED BY: BSB j NAME: SIGNATURE: DATE: NAME: SIGNATURE: DATE: NAME: SIGNATURE: DATE: rn `w M O � ADDRESS: TELEPHONE: ADDRESS: TELEPHONE: ADDRESS: TELEPHONE: C - /�7 O 1 11 0 0 O x d r a 0 0 0 0 0 A V A A PLAN U SANDBAG OR EQUIVALENT 0 A IMPERMEABLE SHEETING 3 H G 0 TYP. 1:1 OR FLATTER SIDE SLOPE 0 SECTION A -A EXCAVATED WASHOUT STRUCTURE NOTES: 1. LOCATE WASHOUT STRUCTURE A MINIMUM OF 50 FEET AWAY FROM OPEN CHANNELS, STORM DRAIN INLETS, SENSITIVE AREAS, WETLANDS, BUFFERS AND WATER COURSES AND AWAY FROM CONSTRUCTION TRAFFIC. 2. SIZE WASHOUT STRUCTURE FOR VOLUME NECESSARY TO CONTAIN WASH WATER AND SOLIDS AND MAINTAIN AT LEAST 4 INCHES OF FREEBOARD. TYPICAL DIMENSIONS ARE 10 FEET X 10 FEET X 3 FEET DEEP. 3. PREPARE SOIL BASE FREE OF ROCKS OR OTHER DEBRIS THAT MAY CAUSE TEARS OR HOLES IN THE LINER. FOR LINER, USE 10 MIL OR THICKER UV RESISTANT, IMPERMEABLE SHEETING, FREE OF HOLES AND TEARS OR OTHER DEFECTS THAT COMPROMISE IMPERMEABILITY OF THE MATERIAL. 4. PROVIDE A SIGN FOR THE WASHOUT IN CLOSE PROXIMITY TO THE FACILITY. 5. KEEP CONCRETE WASHOUT STRUCTURE WATER TIGHT. REPLACE IMPERMEABLE LINER IF DAMAGED (E.G.. RIPPED OR PUNCTURED). EMPTY OR REPLACE WASHOUT STRUCTURE THAT IS 75 PERCENT FULL, AND DISPOSE OF ACCUMULATED MATERIAL PROPERLY. DO NOT REUSE PLASTIC LINER. WET -VACUUM STORED LIQUIDS THAT HAVE NOT EVAPORATED AND DISPOSE OF IN AN APPROVED MANNER. PRIOR TO FORECASTED RAINSTORMS, REMOVE LIQUIDS OR COVER STRUCTURE TO PREVENT OVERFLOWS. REMOVE HARDENED SOLIDS, WHOLE OR BROKEN UP, FOR DISPOSAL OR RECYCLING. MAINTAIN RUNOFF DIVERSION AROUND EXCAVATED WASHOUT STRUCTURE UNTIL STRUCTURE IS REMOVED. r109 CONCRETE WASHOUT AREA DETAIL N.T.S. (IF NEEDED) -� FLOW S is o' l ENTRANCE ELEVATION NOTES: 1. AVOID LOCATING ON STEEP SLOPES OR AT CURVES ON PUBLIC ROADS. 2. REMOVE ALL VEGETATION AND OTHER UNSUITABLE MATERIAL FROM THE FOUNDATION AREA, GRADE, AND CROWN FOR POSITIVE DRAINAGE. 3. AGGREGATE SIZE SHALL BE IN ACCORDANCE WITH NATIONAL STONE ASSOCIATION R-2 (1.5"-3.5" STONE). 4. GRAVEL PAD SHALL HAVE A MINIMUM THICKNESS OF 6". 5. PAD WIDTH SHALL BE EQUAL FULL WIDTH AT ALL POINTS OF VEHICULAR EGRESS, BUT NO LESS THAN 20'. 6. A DIVERSION RIDGE SHOULD BE CONSTRUCTED WHEN GRADE TOWARD PAVED AREA IS GREATER THAN 2%.. 7. INSTALL PIPE UNDER THE ENTRANCE IF NEEDED TO MAINTAIN DRAINAGE DITCHES. 8. WHEN WASHING IS REQUIRED, IT SHOULD BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN (DIVERT ALL SURFACE RUNOFF AND DRAINAGE FROM THE ENTRANCE TO A SEDIMENT CONTROL DEVICE). 9. WASHRACKS AND/OR TIRE WASHERS MAY BE REQUIRED DEPENDING ON SCALE AND CIRCUMSTANCE. IF NECESSARY, WASHRACK DESIGN MAY CONSIST OF ANY MATERIAL SUITABLE FOR TRUCK TRAFFIC THAT REMOVE MUD AND DIRT. 10.MAINTAIN AREA IN A WAY THAT PREVENTS TRACKING AND/OR FLOW OF MUD ONTO PUBLIC RIGHTS -OF -WAYS. THIS MAY REQUIRE TOP DRESSING, REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. r106 SOIL TRACKING PREVENTION DEVICE N.T.S. �DRIPLINE OF TREE IS THE EXTENT OF ITS OUTER BRANCHES 6' MAX 2" X 4" WOOD STAKES 1.0' INTO GROUND, 5.0' ON CENTER ZIP TIES OR TWISTED WIRE. WOOD BRACING OR ORANGE MESH (ENCING AROUND DRIPLINE. NAIL TREE PROTECTION NOTES WOOD BRACING ITO WOOD STAKES OR AT ACH 1. TREE PROTECTION MUST MEET THE REQUIREMENTS OF SEMINOLE COUNTY MESH WITH TWISTED LDC CHAPTER 60 - SECTION 60.4. WIRE. 2. DURING CONSTRUCTION, PROTECTIVE BARRIERS SHALL BE PLACED BY SITE CONTRACTOR TO PREVENT DESTRUCTION OF TREES WHICH ARE DESIGNATED TO REMAIN. PROTECTION BARRIERS SHALL BE ERECTED PRIOR TO CONSTRUCTION OF ANY KIND ON THE SITE. WOOD BRACING (TYP.) 3. BARRIERS SHALL CONSIST OF PROTECTIVE WOODEN POSTS TWO (2) INCHES BY FOUR (4) INCHES OR LARGER PLANTED IN SUFFICIENT DEPTH TO BE STABLE WITH AT LEAST FOUR (4) FEET OF POST VISIBLE ABOVE THE GROUND. POSTS SHALL BE PLACED NO CLOSER THAN FIVE (5) FEET TO THE TRUNK UNLESS PROPOSED PAVING CONSTRUCTION WILL NOT PERMIT. POSTS SHALL BE NO FURTHER THAN SIX (6) FEET APART. REFER TO TREE PROTECTION BARRIER DETAIL. EACH SECTION SHALL BE LINKED TOGETHER WITH ORANGE POLYPROPYLENE NET FENCE MATERIAL. 4. PROPOSED GRADES AROUND TREES TO REMAIN SHALL BE MAINTAINED TO WITHIN FOUR (4) INCHES OF THE EXISTING GRADE. 4' H T. 5. THE CONTRACTOR SHALL FOLLOW TREE REMOVAL, TREE PROTECTION AND GENERAL PLANTING REQTS. AS DEFINED BY LOCAL JURISDICTION. 6. PROTECTIVE BARRIERS SHALL REMAIN IN PLACE AND INTACT UNTIL SUCH TIME AS CONSTRUCTION 15 COMPLETE AND ALL EQUIPMENT 15 REMOVED FROM SITE. 7. NO BUILDING MATERIALS SUCH AS MACHINERY OR TEMPORARY SOIL DEPOSITS SHALL BE PLACED WITHIN THE PROTECTIVE BARRIER ZONES. WOOD STAKE 8, BARRIERS SHALL BE PLACED AT THE TREE CANOPY LINE EXCEPT (TYP.) ADJACENT TO THE PROPERTY CONSTRUCTION AREA WHERE IT MAY BE AT ONE HALF OF THE CANOPY DISTANCE ON ONE SIDE ONLY. 10* * TREE PROTECTION FENCING N.T.S. F. IIIYP A Or - Note: Bales to be staked at titil direction of the Engineer. BALEScase Soil Placed By Shovel An Lightly Compacted Along Upstre Face Of Bales. 13ACKED BY FENCE Sod a Loose Soil Placed By Shovel And Lightly PLAN Compacted Along Upstream Edge Of Bales. Anchor Bales With 2 - 2" x 2" 4' Stakes Per Bale. Rail Post 1' Min. Recommended ELEVATION Spacing: Bale barriers for paved ditches should be spaced in accordance with Chart-1, Sheet 1 of 3, Index No. 102 BARRIER FOR PAVED DITCH Crushed aggregate greater than 75 mm (3 in) but smaller than 150 mm (6 in) m a 50' On Centers (Typ. ) As Required N Anchor Bales With 2 - 2" x 2" x' W Overlap Ends Stakes Per Bale. ^rA Fill Slope ELEVATION TO BE USED AT SELECTED SITES WHERE THE NATURAL GROUND SLOPES TOWARD THE TOE of SLOPE Flow µ_ Bales To But v µ_ Anchor Bales With 2 - 2" x 2" x 4' Stakes Per Bale. PLAN Loose Soil Placed By Shovel And Lightly 6' Min. Compacted Along The Upstream Edge Of Bales. Fill Slope ELEVATION TO BE USED AT SELECTED SITES WHERE THE NATURAL GROUND SLOPES AWAY FROM THE TOE OF SLOPE Woven Filter Fabric In Absence Of Established Grass (Approx. 12' x 12'). Secure Edges By Entrenching And BARRIERS FOR FILL SLOPES Extend Under Bags and Bales. Fabric Shall Meet The Requirements Of Sand Bag Section 985 Of The Standard Specifications. Cost Of Fabric To Be 5' Min. Included In The Contract Unit Price For Baled Hay Or Straw, TN. Loose Soil Placed By Shovel And Lightly03. Loose Sail Placed By Shovel And Lightly Compacted Along The Upstream Edge Compacted Along The Upstream Edge Of Bales. Of Bales. PLAN PLAN Rail Post RecomnLd 5Typ 1' Min. Reco mmn d Anchor Lower Bales With 2 - 2" x 2" x 4' Stakes Per Bale. Anchor Top Bales To Lower Bales With 2 - 2" x 2" x 4' Stakes Per BoAmchor Bales With 2 - 2" x 2" x 4' Stakes Per Bale ELEVATION ELEVATION Application and Spacing: The use of TypesS & II bale barriers should be limited to the conditions outlined in Chart I, Sheet 1 of 3, Index No. 102 TYPE a TYPE I BARRIER FOR UNPAVED DITCHES Type III Silt Fence Corrugated steel panels Filter fabric 300 mm (12 in) Min, unless otherwise specified by a soils engineer SECTION A -A NOT TO SCALE Original grade Crushed aggregate greater than 75 mm (3 in) but smaller than 150 mm (6 in) Filter fabric Original F grade �\ t- 300 mm (12 in) Min, unless otherwise specified by a soils engineer SECTION B-B N TS r107 WASHRACK DETAIL N.T.S. Anchor Bales With 2 - 2" x 2" x 4' Sidewalk- Stakes Per Bale. Ditch = ❑ Ditch Curb & Gutter Curb & Gutter ��IIIIIfiiiiiiillYi�IIINIIVIIVIII� I ouuluuui ululooul�� PAR7IAL INLET COMPLETED INLET TYPE-V INLETS PROTECTION AROUND INLETS OR SIMILAR STRUCTURES Post (Options: 2" x 4" qlr Optional Post Positions- 2o'Min. Dia. Wood; Steelll 1.33 Lbs/Ft. Min.) 6' Max. Filter Fabric (In Conformance With Sec. 985 FOOT Spec.) `o � a o` Ln 4, m N m 131A9_AIIs: ,I Principle Post Position (Canted 20' Toward Flow) -Filter Fabric Flow Note: Silt Fence to be paid for under the contract unit price for Staked Silt Fence (LF). TYPE III SILT FENCE Type III Silt Fence Protection Around Ditch Bottom Inlets. ¢ilt Flow Note: Spacing for Type III Fence to be in accordance with Chart -, Sheet 1 of 3 and ditch installations at drainage structures Sheet 2 of 3. Type III Silt Fence Do not deploy in a manner that silt fences will act as a dam across permanent flowing watercourses. Silt fences are to be used at upland locations and turbidity barriers used at permanent bodies of water. SILT FENCE APPLICATIONS CIVIL ENGINEERS 431 E. Horatio Avenue Suite 260 Maitland, Florida 32751 (407) 629-8330 Z a cc,) Q J 0- 0 Q Z IL O `Woo U 0 0 Zw O Q r V / IL cr z W W w Q w O 0 0 Q } H U JOB # 19085 DATE: 10/02/20 a SCALE: N. T. S. v o DESIGNED BY: TTB DRAWN BY: TTB o APPROVED BY: BSB a m C-702 0 0 CENTER OF TRUNCATED DOME SURFACE RADIUS .f 1, 3, 5' CONCRETE SIDEWALK " D� • � ; � C P � i . W W •Y W . W W •Y •Y . . W W •Y •Y . . W W . W . W W Miami Type Curb a : • • • • l'-10" i V-2" . 16991- 1'-6" 1'-10" _1- 1'-2" I ,. 2 R a a 3-0„ io—T SECTION AA � ^ ',� r 6 6 4 REDBACKGROUND 24" WHITE THERMO— ;. ...... : e°e°• e° CURB RAMP 000, e°es se,e .::'°e a .. °°°°°°�°° '`• TRUNCATED ....... MADDEN SIDEWALK 5'_0" " ' ' OKES I I PLASTIC STOP BAR' .. "'""` """`S --- CIVIL ENGINEERS � f SECTION BB . . W e. W . . W e. W W . . W e. W W . . W DOMES D e D W W W W W W 431 E. Horatio Avenue W W W W • • 0.3189' PROVIDE 6" to 8" SETBACK Suite 260 12' Crosswalk ��►.•.Y•..y+-+�►�• �•'y++-+�►�•.•.Yy..++-��►+•� y Maitland, Florida 32751 Lin12' Crosswalk Future Curb An FROM CURB FACE .► a a e. a a BUF�E�R +• a a .► a a e. a .Y a Gutter Construction B 20' R Or As Shown On Plans °' '' °' �' °' '' °' �' °' °' '' °' �' °' (407) 629— 8330 's 0 i• . . W W . . . W W . i• V-1 0"� � C ,„ 6" 1'_10" 1,_2" � � � W � W � � W � W W EDGE OF DETECTABLE Exp. Joint �, 2" R Q- DOUBLE YELLOW ' a ' W W W WARNING INSTALLATION TO 12, Crosswalk ^� (6 Min.) (WHERE NOTED MATCH RADIUS OF CURB. ^ Q � — - �► C N , � �� ON PLANS) co,B c° ^ PER MUTCD 26-4 (R1-1) 30" HIGH cO PLAN VIEW Valley Gutter Curb And Gutter 8% : e INTENSITY STOP SIGN PLAN 3 -6 24" ENGINEERING GRADE STOP D L_ SECTION CC SIGN FOR INTERNAL SIGNANGE NOTE, E 304 RAMPS FOR PEDESTRIAN TRAFFIC RAMPS RUNS SHALL HAVE A TACTILE SURFACE, RAMP LANDINGS // 300V VALLEY GUTTER DETAIL ADJOINING VEHICULAR WAYS SHALL HAVE A TACTILE SURFACE 36 • WIDE BORDERING THE VEHICULAR WAY, TACTILE SURFACES SHALL W W N . T. S. _ BE CONSTRUCTED AS SHOWN ON DETAIL TD BELOW. W W N.T.S.::. a a a a a •' /"21**A*STOP SIGN BAR AND CROSSWALK �' �':.::.� :::: :: :::::: >✓:: W N.T.S. PLAN a a .► a a a .► a i• . W W . i ••. . W W . � O y 6' .,: ` RAi' CURB A W W y W 2, e• �� .' a a a e•• e' sue" �° e' e�' a a a• a a .► • •e �e use a ee e• a a• a a .► a 4' - UNLESS NOTED OTHERWISE W e• �. IL_ U 0'_° 1.5' . . • Y . . • °p 000 O . .TYeP. + OO °° °°O ° . . • W W U) TRUNCATED DOMES o000o000 •' o F 10" 1'-2" ° 00° 000 0 0 6" THICK ® Driveways 4" THICKSlope To Fit 24 PROVIDE 6" to 8" ' 00000° O / LLJ co Driveway \ SETBACK FROM CURB O LLJ O 1 �� FACE G U _ 7 Std. �I� �- ,? EDGE OF DETECTABLE CURB O —�� 6 Min. WARNING INSTALLATION I�I I I I TO MATCH RADIUS OF ELEVATION p L 2'-0" CURB, CURB RADIUS DETAIL >_ CONCRETE WALK AT 3,000 P.S.I.; '- TRUNCATED DOME DETAIL TRUNCATED DOME � v WOOD FLOAT FINISH SAW CUT TD DETECTABLE For curb, gutter, curb and gutter and traffic separators provide CONTRACTION JOINTS AT ill -ill contraction joints at 10' centers max. Contraction joints — WARNING DETAIL 5'0.C. MIN EXPANSION JOINT COMPACTED SUBGRADE ST �' „ adjacent to concrete pavement on tangents and flat curves are to N.T.S. AT 20 O.C. MIN. match the pavement joints, with intermediate joints not to exceed 10' centers. Curb Ramp with Detectable Warnings Truncated domes and all related installed surfaces to be installed according to manufacturers specifications. All detectable warning surface M 907 CONCRETE WALK r3OOM�MIAMI CURBinstallations shall be at minimum, at least as non skid as the surrounding pedestrian surfaces. � N. T S. As manufactured by Vanguard ADA Systems of America, or equivalent. 272A ENERGY D I S S I P A TO R - N. T. S. - www.VanguardOnline.com } LO N.T.S. N Y p'% U-) Q J a_ V_Ld I z U _3 Z � WCC tJ - a M SOIL CEMENT BASE• o 2" TYPE SP-9.5 STRUCTURAL COURSE (2-1 " LIFTS) 6" SOIL CEMENT OR CRUSHED CONCRETE BASE DESIGN WITH A MINIMUM SEVEN (7) DAY STRENGTH OF 1 3 300 PSI. COMPACT TO A MINIMUM DENSITY OF 9590 12" SUBGRADE COMPACTED TO 989 MAX DENSITY MAX DRY DENSITY PER ASTM D558. 4 PER ASTM D 1557, FBV 75. THE UPPER 6" TO BE CRUSHED CONCRETE BASE. STABILIZED FOR CRUSHED CONCRETE TO BE SOURCED FROM FOOT APPROVED SUPPLIER. COMPACTED TO A MINIMUM DENSITY OF 1007 MODIFIED PROCTOR MAX DRY DENSITY, MINIMUM LBR OF 120 AND PLACED IN ACCORDANCE WITH FOOT SEC. 204-2.2 70' UTILITY AND ACCESS EASEMENT TO ORANGE COUNTY UTILI TIES 10' 50' RIGHT-OF-WAY 10' UnLITY & U77LITY & DRAINAGE 25" 25' DRAINAGE EASEMENT 4' 7► 12' 12' 7, 40EASEMENT SIDEWALK SOD PARK WA Y DRIVE LANE DRIVE LANE SOD PARK WA Y SIDEWALK 2' MIAMI CURB PER I FOOT INDEX NO. 300 � I 2MAX290 TYP 2' 29 TYP. 2% MAX I �Vy *V% 290 TYP. 29' TYP. ► *V111- fir - fit' :... R. 17 J. STABILIZED SUBGRADE TYPE SP-9.5 ASPHALT 1 EXTENDS 12" EA. SIDE, TYP. STRUCTURAL COURSE 1 LIMEROCK OR CRUSHED 4 COMPACTED SUBGRADE CONCRETE BASE soy TYPICAL SECTION, STREETS A5 — NOT TO SCALE RECTANGULAR WEIR RECTANGULAR WEIR B 6" TALL 2 EA, 24" WIDE, 6" TALL 1 4" FIBERGLASS SKIMMER NV ERT 98WIDE, I NV = C� 90.71 INVERT = g6-60 90.71 BY SKIMMERS INC., OR BY F APPROVED EQUAL TUr ur SKIMMER = & 1. 60 TOP GRATE = 91.10 MOUND DIRT OVER 18" 18" 4" 18" 18" OUTFALL PIPE TO PROVIDE 6" MIN. COVER A A I � 1 BOTTOM OF SKIMMER = 90.10 4 18" 36" HP OUTFALL INVERT = 80.66 N 18" SECTION A SECTION B 36" HP OUTFALL B TYPE H TYPE H O N /'D�5000NTROL STRUCTURE D50 — NOT 70 SCALE MIN. MAX. D 1.60" 2.40" E .65" 1.50" F .45" .80" G .90" 1.40" Safi ¢afi - a^,o,e � Naoa �am 4a 2'-0" Detectable Warnings 2'-0" Detectable Warnings Q° %:dQ pCao°o°a000�o°e ;,.. aa,00oa"s 4.,,�.8 P OPTION A OPTIOfY !�� J� I`7 2'-0" Detectable Warnings 2'-0' Detectable Warnings r", ISOMETRIC VIEW ISOMETRIC VIEW ^ C' y�3vYoc 2-0" Detectable Warnings -0' Detectable Warnings OPTION a OPTION B 6_0., Side (�inJ ISOMETRIC VIEW ISOMETRIC VIEW 'valk 02 5-0" (Min.) 2-0" Sidewalk 4- 6-0" (Min.) Sidewalk Sidewalk Curb D•O2 L 0.02 4` 1 5-0" (Min.) Sidewalk Sidewalk Curb N N Sidewalk Curb ac, Sidewalk Curb o oa 5'-6" {Min.) '-0' (Mira.) 4'-6" (Min.) '-0" (Min.) Landing Ramp Ramp Ramp PLAN VIEW PLAN VIEW PLAN VIEW CR-D CR-E CR-F CR-G SIDEWALK CURB RAMPS CR-D, CR-E, CR-F & CR-G LAST ZO DESCRIPTION: FY 2r027-18 INDEX SHEET REVISION �, FDDT D E TE CTAIB 1L]E WARNINGS AND SIDEWALK CURB RAMPS NO. NO. I1101116 DESIGN STANDARDS 304 4 of 8 JCD M N V) N N r- 0 0 ♦���Illtl/llr, m ♦GPM.* ��' ��'< N Ld .�� `� ��• ,•°.. •.•�• �,f/ , Imo' N o Z s. //y(��(/� .J .G, C/*4 L �. - � - .� L„ • 1 6 v Uj O p Z O — * Q O : �z � E a = > Z u) � rc ` o �� . I /� �% ••eeee•• I� r< p III!/itllt���� a 7) z W U_ m U_ Z W W v Z O w Ch w a 0 �Nr7�u7(o1--o00). ILJF­ JOB # 19085 DATE: 10 / 02 / 20 SCALE: N . T. S . DESIGNED BY: TTB DRAWN BY: TTB APPROVED BY: BSB C-901 Top Slab Reinforcing,.Supplemental Bar A Or B Type A Or B Riser; o u AT TOP SLAB Type A Or B Riser 0" SLAB DESIGNS - SQUARE AND RECTANGULAR STRUCTURES sJ 2 Additional Bars A Bars A Short Way 2-#5 Hoop Bars Optional Shear K 1 31 `z1 (ALL $LABS B 7HICK - REINFORCING PARALLEL TO SHORT WAY AND LONG WAY) ® 5' 0. C. (See Section B-B) p� �" • SLAB DESIGNS - ROUND STRUCTURES •5 HoopBar S (2 Lap Splices Permitted) Wall Reinforcin Perpendicular Bars AA-' 4L Sne°r Key SHORT -WAY LONG -WAY SHORT -WAY LONG -WAY SHORT -WAY LONG -WAY (See Section A-A)•4 Hoop Bar 3' 6- SLAB SLAB SLAB SLAB SLAB SLAB SLAB SLAB REINFORCING 2 Additional Bars B- +-12 - 10' Dra NOTE: Variations in shear key dimensions * , EDULE S�"E * , EDULE ,��,. *,�, EDULE SCIREDULE (p WAY �`a ® 5" Max. 0. C. Eac will be permitted subject to the DEPTH DEP71'I DEPTH DEP71'I DEPTH DEPTH DEP71'I 7HICKNESS .i�' - Side Of Opening Engineers approval. ♦ry a �r = IOW = s� 2- 7•s Each W'h �O Reference Axis Placed On To 0R 2 Additional gory A 10' Draf MADDEN Bars A And B At 4®5' 0. C. Shear Key >0.5 < 29 B >0.5-40 B >0.5 < 3 D >0.5 < 3 D > 0.5 < 3 D 2 0.5 < 3 D _>0.5-40 8 C 1�° 3;" 29'-40' C 3' < 4' C V < 4' C 3' < 4' C 3' < 4' C tf Optmnal Shear K 4' < 14' B 4' < 14' B 4• < 9' B 4'< 9• B Bars B Long Way J- Parallel Bars B (See SectioB 14'< 21' C 14'< 2V C 9' < 17' C 9' < 17' C (See Section B-) mn 21'< 28' D 21" 28' D 17" 31' D 17" 31' D • e " r 4 `o TOP SLAB REINFORCING STEEL DIAGRAM TOP SLAB REINFORCING STEEL DIAGRAM `o m ° a "•' AT BOTTOM SLAB 28•-40• F 28'-40' F 31'-40' G 31'-40' G a o �€ Bottom Slab Reinforcin CIVIL ENGINEERS I g >� �'-�IIMY1Fa Ilrlir >i� �-0' 2 B 34' -< 3 D ? 0.3' < 3 E _>0.5'-40' 8 c 431 E. Horatio Avenue SLAB TO WALL DETAILS FOR PRECAST ALTERNATE s'< zs' c 3a'-ao' c 3' < a' c 3' < a' c 3' < a' c 3' < 4' D �w 29-40 D 4'< 12' B 4" 15' B 4'< 16' B 4'< 18' C Suite 26D cs n $ n 3'-6" (Typ.) Y tz'< ts' c ts'< zP c 1s'< zz' c tB'< zs' D Maitland, Florida 32751 o v o`'n c ° *4 ® 12" BW •4 0 12" BW 2 o m 19'< 26' D 21'< 30' D 22' < 29' D 25' < 32' F -'o mm "0 Horizontal Bars "� Horizontal Bars sin (407) 629-8330 ( ( " 0 26'-40' F 30'-40' F 29'-40' F 32'-40' G `om '� o ors A 3'-6' Continuous Around r' o Continuous Around -� cam a � of 75 Or 6" Corners For e v ¢ y, Corners For `v w U c .• Ing �, diW >!� lilt ° 4'-0" Rectangular Risers o Bars A 6" Rectangular Risers) ¢� ey° 0.5 < 3 C 0.5 < 3 C 0.5 < 3 D 0.5 < 3 D 0.5 < 3 F 0.5 < 3 F >0.5'< 3 ' 8 C 9 p Bara _> > _> > _> > € c o o c 9- x 4 Ties ®12' O.C. Rotate* 4 Bars As Re uired 3' < 19' B 3' < 19' B 3' < 4• C 3' < 4' C 3' < 14' C 3' < 14' C 30'-40' e" D 2-Eztrax 4's `vim (See Section) q 19'< 2g' C 19'< 28' C 4'< 7' B 4'< 16' B 14'< 20' D 14'< 20' D a' w Each Side And m u4 Ties ® 12" O.C. To Maintain Cover Bars B Above Opening 3 3 m Vertical Wall Reinforcing o` *5 Peripheral 28' < 38' D 28' < 38' D 7' < 15' C 16'< 23' C 20' < 26' E 20' < 26' E A Q e c ua0pe,nt-n (See Table) p y- a Reinforcement 38'-40' F 38'-40' F 16" 23' D 23" 32' D 26'-40' G 25'-40' G //�� � o uF m m o o 0 23'-40' F 32•-40' F I'1 u4' ®12" O.C. �� a L o e Each Way $ u a° Horizontal Wall Reinforcing o � M glop M wisp M Ill O a° ° c (See Table) ai •eripheral N u rn� forcement >0.5 < 3 C 20.5 < 3 C >0.5 < 3 D 20.5 < 3 D 0.5 <8 BWALL DESIGNS -RECTANGULAR STRUCTURm ;% 8 v v8' m v 3' < 16' B 3' < 20' B 3' < 15' C 3' < 4' C 8' < 1 • 8" C �/'� ° 16'1 24' C 20" 29' C 15'< 21' D 4" 18' B VERTICAL REINFORCING HORIZONTAL REINFORCIN 18'< 3 ' 6^ D VJ �_ TWR.5e,,,np Reinforcin 1'-6' 24'< 34' D 29'-40' D 21- 27' E 18'< 27' C 30'< 3' B^ E 9 v^ BarsA Bars B w� Bars A Bars B (max.) 34-40 F 27-40 G 2T< 3T D WALL WALL 3T-40' B. G J SECTION C-C 37'-40' E DEPTM SCHEDULE DEPTH SCHEDULEco ALTERNATE A uo ALTERNATE B >!I1>: 017' n7 Ill r� SECTION A -A E SECTION hB SPECIAL TOP SLAB >0.5 < 3 C >0.5 < 3 C _>0.5 < 3 E >0.5 < 3 E >!� a >0.5 < 10 C o� *NOTE: When the inside diameter of a round structure is 'o to NOTE: Provide extra reinforcing each side of each opening 3'< 14' B 3'< 22' B 3'< 4' D 3'< 4' D _>1,17'-40' A >1.17-40 B 9'< t to- D ws not more than V-6" larger than the opening in tnv at 3" maximum spacing equal to half the area of vertical 14'< 21' C 22'< 33' C 4'< 16' C a'< 16' C 15< S 10" E the riser or top slab, the top of the structure reinforcment removed by the opening and provide the 21'< 39'1 D 1 33'-40' 1 D 16" 22' D 16" 22' D �. E or riser shall be constructed according to the same area of reinforcment above each opening at 3" 39'-40' F 22'< 28' E 22'< 28' E 33'-40' 1 12" G Q "Special Top Slab" details on this sheet. maximum spacing as removed by the opening. 1 28'-40' G 28'-40' G >1.17'-40' A 1 >1.17'-40' 1 B Ill MIN M718 >!�'Ill GENERAL NOTES >0.5 < 3 C I >0.5 < 39 B >0.5 < 3 E >0.5 < 3 E �' li-W >0.5 < 6 10 C 3' < 8' 1 B 39'- 0W C 3' < 4' D 3• < 4' D >1.17'-40' A >1.17< 33 B 6' < 11 10" D 1. Standard structure bottoms 4'-0" diameter and smaller (Alt. A) and 3'-6" 6. Structure bottoms may be used in conjunction with curb inlet 10. The corner filets shown are necessary for rectangular structures used with circular B. < 17' C 4•< 15' C 4'< 17' C 33-40' C 11< 1 • to" E square (Alt. B) are designated Type P. Larger standard structure bottoms tops Types 1, 2, 3, 4, 5, 6, 9, and 10, and any manhole or junction box unless risers and inlet throats and used on skew with rectangular risers, inlet and inlet 17'< 23' D 15'< 21' D 17'< 23' D �*� 17'< 2 ' 12" E O are designated Type J. Risers are permitted for all structures. otherwise shown in the plans or other standard drawings. Alt. B structure throats. Fillets will be required in lieu of the bottom slab of the Alt. B riser when used 23'-40' F 21'< 27' E 23'< 29' E 23'-40' 12" G > Y bottoms may be used in conjunction with curb inlet Types 7 & 8, or with the Alt. A box. Each filet shall be reinforced with#2- 5 bars. 27'-40' G 29'-40' G 1.17-40' A >1.17< 22 B Q 2. Walls of circular structures (Alternate A) constructed in place may be any ditch bottom inlet unless otherwise shown in the plans or other standard 22-40' C W of non -reinforced concrete or brick or reinforced concrete. Precast and drawings. � dig � "r SDI %� Ili 1Pd I rectangular structures (Alternate B) shall be constructed of reinforced 11. Inlet throats, riser or manhole tops shall be secured to structures as shown on ->0.5 < 3 C >0.5 < 32 B ->0.5 < 3 E >0.5 < 3 E >0.5 < 6 12 C U Index No. 201. >1.17-a0 A >1.17< 15 B concrete only. 3• < B' B 32'-40' C 3' < 4' D 3' < 4' D 6 < 11 12" D 7. Rectangular structures may be rotated as directed by the Engineer in order 15 < 25 c 3. Wall thickness and reinforcement are for either reinforced cast -in -place to facilitate connections between the structure walls and storm sewer pipes. 8' < 17' C 2" 18' C 4'< 18' C z5 -40 D 11< 1 12" E or recast concrete units except that recast circular units may be furnished 12. Structures with depths over 14' are to be checked for floatation by designer of 17'< 23' D 12'< 1B' D 1B" 24' D i6 < 2 14" E P P P X project drainage. 23-40 F 18'< 24' E 24'< 32' E �• r� 20'-40' 14" G with walls in accordance with either A.Wall, modified C-478 (up to 96 diameter) 8. Except when m hooks are specifically required, embedment hooks in the 24-40 G 32'-40' G or A.S.T.M. C-76, Class ---, B Wall, motllFied where the elliptical steel cage >1.17'-40' A >1.17'< 11' B area is placed in the center one-third of the wall. top and bottom slabs may be replaced with straight emit shown nts under peripheral 13. Units larger than specified standard may be substituted f the contractor's option 11'< 19' C reinforcement in accordance with the reinforcement detail shown under when these units will not cause or increase the severity of utility conflicts. Such 4. Top and floor slab thickness and reinforcement are for precast and cast in 'Reber Straight End Embedment Or Peripheral Reinforcement In Lieu of ACI larger units shall be furnished at no additional cost to the Department. Larger REINFORCING SCHEDULE 29-4029 D place construction. Top and floor slabs shall be of Class -- Standard Hooks For Top And Bottom Slabs, Index No. 201, Sheet 3 of 5. Alternate A units cannot replace Alternate B units without approval of the �� NOTES VJ 7 Engineer. This note applies to this Index only. aAT b elm Z L concrete. Concrete as specified in A.S.T.M. C-478 4000 psi) may be L P ( t ) Y used in lieu of Class -and Class -- concrete in recast items manufactured 1. Slab reinforcement is appropriate for to intermediate and bottom slabs. P 9. All steel bars shall have ur minimum cover unless otherwise shown. Horizontal p' EA@W >1.17'-40' A >1.57 2 C in plants which are under the 'Standard Operating Procedures' for the steel in rectangular structures shall be lapped a minimum of 24 bar diameters 14. For manhole and unction box tops, for frames and covers, and, for supplementary f 9 PP 1 P PP Y z 15'< 22' D O W inspection of precast drainage products. at corners. details see Index No. 201. 2. Slob depth is measured from finished grade to top of slab. ti 22-40 F LU 5. All reinforcement shall be A.S.T.M. A615, Grade 60 or 65 KSI welded wire A 0.20 Q O fabric, either smooth or deformed. 3. Wall design depth is measured to the top of the bottom slab for boxes and B 024 U to the top of the intermediate slab for risers. C 037 O 4. Wall height is the distance between top of lower slab to bottom of upper slat D 0.3 W E 0.53 O F 1.06 G 1.45 Zoo STRUCTURE BOTTOMS TYPE J AND P Q U N.T.S. LL N W H 2'-4' 3 N p NOTES (FRAMES, AND COVER) 2" 11" 11 2" 7 M 2-#8 Bars 3'-4" Z` J m o w 1. The 212 Ila. cover is to be used for all frames Types �, ��, ��� andLO ` x ac YP C Of Grate o 0 tit =ro the 2-Piece Cover, and is the replacement cover for all previous frames 2-#8 Bars 2I 2' Min T o o in 7 �'-' m with 14' deep seats (traffic type). The 185 Ila. cover (non- n o o - ` w < .on ue &Groove0 traffic type), 1984 Roadway and Traffic Design Standards Index 9 .xw oo pNo. 201, is the re lacement cover for existin frames ith Joint To Match o o 21" 21"aP 9 gi n o n 4 2'-0" -1 zdeep seats. Installation of frames w}Ih deep seats is not O Riser Riser IIIpermitted. The 185 Ila. covers are to be placed in existing 6" Or 4• Dial ?"� N 1y"oo 'a W ~ deep seated frames only when specifically called for in the All Reinforcement No. 6 Bars 2" rn plans or as specifically directed by the Engineer. a Except 6-#8 Bars Shown. "LIB 2-4 8" 00 Bars Spaced 0 6" Centers Both HALF SECTION CAST IRON GRATES ���I N Ways Except Middle Bars Shown PRECAST CONCENTRIC CONE 1i�i j ® 7" Centers. All Bars with ACI r` / Standard Hooks Canted Approx. Concrete Or PLAN 0 2-#8 Bars 45, Or Embedded In Accordance 8" Brick. See TYPE C NOTES (TOPS) With The Slab Reinforcement Note 3. Approx. Weight 235 Lbs. TOP VIEW Detail Shown Under Optional 2' Dia. "a CAST IRON GRATE 5 4 " m n c a" i Construction Joints, Sheet 5 n 1. Manhole top Type 7 slabs shall be of Class �� concrete. #�° 2'_0• n Concrete as specified in ASTM C-478 may be used for REINFORCEMENT PLAN No. 3 of 6, Except All #8 Bars "�.-/ 00 Clips Permitted '� precast units; see General Note No. 3. And #6 Bars Around Manhole V-6" Or 4' Di o o Opening Shall Be Hooked. 5" r Orate- 2'-0"\111111/// rn On 3'-O" Frame � 2'-3g I Or 3'-0" a" 2. Manhole top Type 7 slabs may be of cast -in -place or BRICK OR CONCRETE m o 2" Cl. 1 Eye BoltbfJ, N o TOP VIEW �{ precast construction. The optional key is for precast tops d 1° See Index 201 �� JY�+! s� o z zJ and in lieu of dowels. Frame and slab openings are to 5 x `°-,•••••� ••••••.•• / 5° be omitted when to is used over a unction box. Frames ° + N - z 2,-0„ Or S-O„ s P 1 �e U_ y o t^ can be adjusted with from one to six courses of brick �n 2' Min. � m ® iv ` � : ly/4 10 Q �•:. � S 2'-8" ox. Tongue & Groove °' v v - aJ .";; < �p 3. Manhole to Type 8 may be of cost -in -place or recast 8" For 3'-6" & 4' Dia. Joint t To Match ° ° a 70 #4 Bars ® : Z: W :LQ N •0 P YP Y P P a o m m 12" Ctrs. -- ' W r*~ O u o concrete construction or brick construction. For concrete 1Z°Optional Key 10" For 6' & 7' Dial. Riser " 0 m Q •, construction, the concrete and steel reinforcement shall Riser N 2 = j ~ ��' C1 n� fO be the same as the supporting wall unit. An eccentric 3'-s" or 4' Dia SECTION Z 0a" o I- 10' Draft Thickness Of !�j ' C��. *� 4i < n cone may be used. ^"••.....•••• T Structure Wall TYPE C TYPE Ci < o uxm f S" S-6", 4'-0 6'-0", 7'-0" D a. PRECAST ECCENTRIC CONE Straight Bars 2' 3 4 Manholetops joints as shown shall be donoSheet t3rof 6es Y optional SECTION Reticuline Bars1 ,e" Recommended Maximum Pipe Size: fjlIlT\\\\\ 0 SECTION 2'-0" Wall-18" Pipe z yp WALL SECTION SECTION TYPE 7-T (1RAFFIC) (H-�) TYPE 8 Bandslyxa S-1" Wall-24" Pipe Z w TYPE PE �E Approx. Weight 100 Lbs. Z m X N ~~ W For Manholes For Curb Inlets Types 1, 2, 3, & 4 MANHOLES wSTEEL GRATE " MANHOLE TOPS GENERAL NOTES 1. These inlets are suitable for bicycle and pedestrian areas and are to be used in ditches, < medians and other areas subject to infrequent traffic loadings but are not to be placed Ed in areas subject to any heavy wheel loads. `m m Typical Location 2. Inlets subject to minimal debris should be constructed without slots. Where debris is a 0 o d For Bottom Slab U problem inlets should be constructed with slots. Slotted inlets located within roadway O Pick -Up z Without Sump 0 clear zones and in areas accessible to pedestrians shall have traversable slots. The 04 Hole 0 0 3'-1" 9� 2'-0" traversable slot modification is not adaptable to inlet Type H. Slots may be constructed at either or both ends as shown on plans. rn v v - � 3. Steel grates are to be used on all inlets where bicycle traffic is anticipated. Steel grates E T� Non -Skid are to be used on all inlets with traversable slots. Either cast iron or steel grates may be �kv Surface 3^ o used on inlets without slots where bicycle traffic is not anticipated. Either cast iron or 0 " N o steel grates may be used on all inlets with non -traversable slots. Subject to the selection C/) on 3" Ribs (Optional) GO described above, when Alternate G grate is specified in the plans, either the steel grate, Z 3 TOP VIEW S" 0 hot dipped galvanized after fabrication, or the cast iron grate may be used, unless the Q E plans stipulate the particular type. SECTION _ z" N 'o Grout 0 j -1 Dia. Varies z°Per Ft.+`' 8„ 3,-6„ 4. Recommended maximum pipe sizes shown are for concrete pipe. Pipe sizes larger than W w TOP VIEW (12" Std.) $ 8 6,-0" 8 m 8" those recommended must be checked for fit. W 0 Ma COVER FOR ALL FRAMES Unless Otherwise m Unless Otherwis Zp 'G o Shown On Plans -1' Shown On Plans 5. All exposed corners and edges of concrete are to be chom6red ILI - a° 2'-0" Or 3'-0" ;" < < 0 WEIGHT OF CASTINGS Note: Grout to consist of 3:1 Sand -Cement Mixture or an Class Concrete. a t" ," Y 6. Pavement to be used on inlets without slots and inlets with non -traversable slots only ;Galvanized Hardware Clot when called for in the Tans; but required on all traversable slot inlets. Cost to be N 2' OPENING 3' OPENING FOR ALL STRUCTURES UNLESS EXCLUDED BY SPECIAL DETAIL P q Frame #'Structureincluded in contract unit rice for inlets. Quantities shown are for information onl cV r7 In W r [O O) O Z Ribs Cover 2-Piece Cover No. 4 Coarse Aggregate 2'x 2'x NOTE: Alt. B Bottom Only. See Detail No. 200 P Y� � � O Type Frame Frame DRAINAGE STRUCTURE INVERT (Optional (Std.) Cover Ring I Total Filter Fabric STRUCTURE BOTTOM FOR INLETS TYPE C 7 Traversable slots constructed in existing inlets shall be paid for as inlets partial, ^• 126 Lbs. 212 Lbs. 220 Lbs. 212 Lbs. 250 Lbs. 462 Lbs. and shall include the cost for slot openings, paving and any required replacement grates. rn NOTE: Sump bottom appropriate for all manhole and inlet types. JOB # 19085 0 134 Lbs. 212 Lbs. 260 Lbs. 212 Lbs. 250 Lbs.462 Lbs. Cost for sump bottom to be included in the contract unit price for inlet or manhole. B. Sodding to be used on all inlets not located in paved areas and paid for under contract DATE: 10/02/20 m - - - 98 Lbs. 212 Lbs. 220 Lbs. 212 Lbs. 250 Lbs 462 Lbs. SUMP BOTTOM unit price for Sodding SY. SCALE: N. T. S. o WALL SECTION SECTION r TYPE BOTTOM VIEW NNN 9. For supplementary details see Detail No. 201. DESIGNED BY: TTB j III 201 SUPPLEMENTARY DETAILS FOR MANHOLES AND INLETS 10. When used in traffic areas use four sided bearing grate. U.S. Foundry#6450 or equal. DRAWN BY: TTB For Curb Inlets Types 7 & 8 N.T.S. APPROVED BY: BSB % CAST IRON FRAMES 232c F.D.O.T. TYPE C INLET M - N.T.S. C - 90200 ° �- A 'r MADDEN DIMENSIONS AND QUANTITIES 0 See General Note No. 3. See Sheet 5 Of 6 For 3" Slab Quantities NYLOPLASTDRAIN BASIN WITH DOME GRATE (1, 2) INTEGRATED DUCTILE IRON GRATE TO MATCH BASIN O.D. _ ®� ®o®® 12" CONCRETE COLLAR, 4" 77-11CK, TYP. 12" MINIMUM PIPE BURIAL DEPTH PER PIPE (5) ADAPTER ANGLES VARIABLE MANUFACTURER 00 - 3600 ACCORDING TO PLANS 3 VARIABLE INVERT HEIGHTS () RECOMMENDATION AVAILABLE ACCORDING TO ( (MIN . MANUFACTURING D X A B C E F G M I N 51" CONCRETE SLAB (CY) 0 SODDING (SQ. YDS.) Single Double Triple Quad. Single Double Triple Quad. Single Double Triple Quad. Pipe Pipe Pipe I Pipe Pipe Pipe Pipe Pipe Pipe Pipe Pipe Pipe 2:1 Sloe p 15 2 -7 1.92 2.18 4.10 2.06 5 1.22 4.63 7.21 9.79El.37 1.19 0.38 0.58 0.77 0.96 21 24 27 30 18" 2 -10 a.J2 2Q.A 4.plih� s$�6S rmi ed o dLl61v 4.92 7.75 10.58.42 1.21 0.44 0.65 0.87 1.09 22 25 28 31 3'-5" 2.06' 3.85' 5. 5.50 8.92 12.33.75 1.25 0.54 0.83 1.12 1.42 24 28 32 35 30" 4'-3- ' 4. ' 7. 6.08 10.33 14.58.83 1.29 0.66 1.09 1.50 1.91 26 31 35 40 36" 5 -1 2.25 6.08 8. 6 6.67 11.75 16.83.92 1.33 0.81 1.38 1.95 2.51 28 34 39 45 42„ 6 -0 2.34 7.21 9. 6. 6 7.25 13.25 19.25' 25.25 1.38 0.97 1.70 2.45 3.19 30 37 43 50 48 6 -9 2.43 8.33 10.76 7.56 11 2.65 7.83 14.58 21.33 28.08 1.42 1.13 2.04 2.93 3.84 32 39 47 54 54" 7 -8 2.52 9.44 11.96 8.56 12 2.83 8.42 16.08 23.75 31.42 1.46 1.31 2.44 3.58 4.72 34 42 51 59 60" 8 -6 Y62 10.56 13.18 9.56 14 3.00 9.00 17.50 26.00 34.50 1.50 1.51 2.89 4.28 5.68 36 45 55 64 " 9'-2" 2.71 11.68 14.39 10.56 15 3.18 9.58 18.75 27.92 37.08 1.54 1.68 3.25 4.84 6.43 38 48 58 68 7200 10'- 0 2.80 12.80 15.60 11.56 16' 3.30 10.16 20.16 30.16 40.16 1.58 1.89 3.74 5.59 7.45 40 51 62 73 B E p O pQ Concrete slab shall be deepened to form bridge across crown of pipe. See section below. 4:1 Slope MOORHEAD & STOKES, 15" 2'-7" 2.27' 4.09' 6.36' 4.03' 81 1.22' 4.63 7.21' 9.79' 12.37 1.19 0.57 0.87 1.15 1.44 23 26 29 32 18" 1 2'- 10 2.36 5.12 7.48' 5.03 9 T4 4.92 7.75 10.58 13.42 1.21 0.66 0.99 1.31 1.65 25 28 31 35 CIVIL ENGINEERS 431 E. Horatio Avenue Suite 260 Maitland, Florida 32751 407 629-8330 24" 3'-5" 2.53 7.18 A 9.71' 7.03 A 11 1.73 5.50 8.92 12.33 15.75 1.25 0.85 1.30 1.75 2.20 28 32 36 40 30" 4-3 2.70 9.25 11.95 9.03 13 2.00 6.08 10.33 14.58' 18.83 1.29 1.10 1.74 2.39 3.05 31 36 41 46 36" 5-1 2.87 11.31 14.18 11.0 15 2.24 6.67 11.75 16.83 21.92 1.33 1.32 2.21 3.08 3.96 34 40 46 52 42" 6'-0" 3.05 13.37 16.42 13.03 17 2.45 7.25 13.25 19.25 25.25 1.38 1.58 2.76 3.91 5.09 38 44 51 58 48" 6 -9 Y22 15.43 18.65 15.03 19 2.65 7.83 14.58 21.33 28.08 1.42 1.85 3.30 4.73 6.17 41 48 56 63 7'-8" 3.39' 17.49' 20.88 17.03 21' 2.83 8.42 16.08' 23.75 31.42 1.46 2.14 3.95 5.77 7.58 44 52 61 69 60" 8 -6 3.56 19.55 23.11 19.03 23 3.00 9.00 17.50 26.00 3430 1.50 2.45 4.66 6.87 9.07 47 56 66 75 66" 9 -2 3.73 21.62 25.35 21.03 25 3.18 9.58 18.75 27.92 37.08 1.54 2.88 5.54 8.18 10.84 49 59 69 80 72" 10 -0 3.91 22.68 26.59 23.03 27 3.30 10.16 20.16 30.16 40.16 1.58 3.18 6.27 9.36 12.45 52 63 IN 74 85IN PLANS/TAKE OFF) REQ. SAME AS MIN. SUMP) d I _ 1 _ I LBeveled Or Round Corners Sod 1 _ Beveled Or Round Corners �� 0 FSoC O W (3) VARIABLE SUMP DEPTH ACCORDING TO PLANS co (6" MIN. ON 8" - 24", 10" MIN. ON 30" (4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS BASED ON MANUFACTURING REQ.) AVAILABLE. 4 - 30 FOR CORRUGATED HDPE 4" MIN ON 8" - 24" 6" MIN ON 30" 3 a 3a w (ADS N-12/HANCOR DUAL WALL, ADS/HANCOR \ Q SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35), NIN\ � x PVC DWV (EX: SCH 40), PVC C900/C905, � / CORRUGATED & RIBBED PVC -- 0 WATERTIGHT JOINT THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER " - O CORRUGATED HDPE SHOWN Concrete Slab, 3" Or 5 Thick, 0 - LL- ( ) GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, Reinforced With WWF 6x6-WI.4xWl.4 LO Sod o - - - �;;;;:::_;:,::.. 811-3011 CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. IU BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE \ PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. 5' S0q TOP VIEW -SINGLE PIPE ------- - ------ S/ope V General aries HSe ates IV A l � � 3" Or5� O s, f & 2 C - Deepen Around Outside Z Edge Of Pipe For 5J SI -- � "* � -• 4. 1 or B Concrete Slab, 3" Or 5 " Thick, 0 LO Sod LLJ 2. 1 - 8" - 30" DOME GRATES SHALL BE DUCTILE IRON PER ASTM A536 Reinforced With WWF 6x6-WI.4xWl.4 O LL10 O GRADE 70-50-05. U 2 - 8 & 10 DOME GRATES FIT ONTO THE DRAIN BASINS WITH THE USE o Concrete O OF A PVC BODY TOP. SEE DRAWING NO. 7001-110-045. Pipe Connect ° ° * x \e5 TOP VIEW -MULTIPLE PIPE Li- o 3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN Saddle Side Ditch Grad dot DETAILS. RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING z RESTRICTIONS. SEE DRAWING NO. 7001-110-065. 2' Not Less Than RU 4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO #4 Bar NOTE: See sheet 6 for details and notes. No Pipe Joint Permitted 6" 5' Sod ASTM D3212 FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL), Unless Approved By The -Engineer N-12 HP, & PVC SEWER (4" - 24"). 14 E *Slope: 4:1 Miter: To I Pipe For Pipes 18" And Smaller. Paid For As Pipe Culver t F Pie To Be Included Under Unit Price For Mitered End Section 2:1 For Pipes 24 And Larger. r272 MITERED END SECTION 5 -ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0° TO 360°. TO DETERMINE (Pipe ) 2:1 Miter: To I Pipe For Pipes 18" And Smaller. MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 7001-110-012. 1:1 For Pipes 24" And Larger. N T S N 6 - 8" - 30" DOME GRATES HAVE NO LOAD RATING. SECTION M 5 LO N 5'-5"CD CD Q J a LL. I 0 r I Inlet p co 2 " 4 -1 21" Fillet Each Back Comer I (Inlet Top Type 6 ZZ Z » w " " Required When Round Symmetrical About I) U J e No. 5 Bars 2'-0' 1 -6 10 Bottom Or Riser Us I o H 0 I 1 A 5" Ctrs. 1" 6» 6w 6. No. 4 Top Bars r Q 12' A I I I CAST IRON GRATE NOT (Provide Horiz. No. 4 Bottom Bar 1 #4 ® 6" o.c P W 8" 8" Hook On Throat 6" 6" 6" Slope To Match Adjacent Curb With 2" Top Radius #5 ® 5" O.C. End Of To Bar » _ _ PERMITTED ON INLET TYPED P I And Bottom Chamferl r Radius Normal 6 - � - � o w w PO _ _ Gutter B 6 Or 9 - cV a I_" J o0 n Line c�I I I 'r°� f Is'I I N d 2 .� I io - I- I - - I n I __ Inlet O , • 1#'_I I- • PLAN s C I I Epoxy -Sand Grou 2}•� N �I I� - I Each Sid O 4' o. to o. Of Frame _ v .; 3 No. 4 Bars I I ------ ---- I 3'-11" o. to o. Of Cover -� SECTION GG 5V, 4» 0 - ® 6" Ctrs. L P I ------ - l • • + 3'-11" 1'0 ,-5, 5 " 1 � N a _�� Corner Fillet (See Note 6.) Q A 2} o 01 camre-H' �04 cV Z a°�i x I, " 3" 6" 5'-0" 6" S-6" 6" 3" O } o. to °' O O O O O O O O N O a g in a ZJ No. 4 ®6 Ctrs. Horiz. I V_ L 6 x 31 x1} O O O O O O O O = p rn Chamfe " 10'-6"m L00000000 o �� r Grate e r 6■ o. 4 Diag. Bars 3'-6" 6" No. 4 ®8 Ctrs. Vert. ---- L� O O O O O O O O z �� 1 01D ,� a+� TOP VIEW ------------------- _! T C �I 4'-48 x w J Eye Bolt `o_ TOP VIEW PL a) M 1 See Index 201J� LLJ 0 0 2 CI. Inlet Box Or Rise Mch O O O O O O O O� t� I Epaxy-sand 9 M� OOOOOOOO � � � � �r��. P,M•*.� ���'' 0 0 j (Steel Cover Shown) r Grout 4 (see Oetan) O O O O O O O O `� j •.• •.w �j� cv Z #4 Bars To Be Paid For Limits Of Inlet Construction To Be Paid For •�, N NINN O_ j $ ® 12 Ctrs. As Curb & Gutt As Curb & Gutter ; I �(/ 0 6'- " y a SECTION AA Gromm w a M _ io 0 10„ SECTION NN Z *Q = E N co N F.L.Of Gutter HALF SECTION DO SECTION EE TOP VIEW : W Cr 0 0 00 V-6" I GROUTING DETAILS .Q O. 4 4 o ,N N m m o----__I CAST IRON COVER Z :`-- o �-'; o 10- un °° SECTION o %' '=� Z .' �, •w '� ✓r ' • TYPE D TYPE D I 3'-0' B.-O. 2'-6" -0" �� /�� • •.... • = p�p��0 0 3' Straight Bars 2" >" Recommended Maximum Pipe Size: `^ Gutter Transition Gutter Transition j�8 * /�`,�I W lliiliil� Reticuline Bars 1i"x 47 3'-1" Wall-24" Pipe SECTION BB 7) Qz � Bands l "x " 4'-1" Wall-36" Pipe (Curb Inlet Top Type 6 Symmetrical Nth Left Half) \ 1$ t 2 Z m 0 Approx. Weight 180 Lbs. INLET TYPE Epoxy -Sand cr°" �.�- �= o \ a a �,r \'�' w w N 4'-0} o. to o. Of Frame / SECTION XX 1- Each Side 3'-11" o. to o. Of Cover 01 3-11" / ��� Bt °' t L 6 x 3} xJ Y 3} " I V STEEL GRATE 1 L 4131 {� m + � � � } Co A } Intermediate Bar r} PL dos Non -Skid Floor Plat io Z (Discontinued When Space Between Adjacent Q --------------- - Men Longitudinal Closer \ �H GENERAL NOTES Than s" Centers) \��\\ TOP MEWL6 x31 xi Pickholes � � � � LO SECTION PIP �\ 1Anch ' 1. These inlets are suitable for bicycle and pedestrian areas and are to be used in ditches, Epoxy -Sand Gro 4" ' ($ee Detail)• 3• medians and other areas subject to infrequent traffic loadings but are not to be laced • -, HALF SECTION DO SECTION EE TOP VIEW Y J q 9 P V 1 -6 Gromm (" -» NO in areas subject to any heavy wheel loads. r,-,r N 2. Inlets subject to minimal debris should be constructed without slots. Where debris is a = ;,,," I SECTION MM p problem inlets should be constructed with slots. Slotted inlets located within roadway o ao GROUTING DETAILS a� Theo. Gutter 4'-1" N 3'-1" clear zones and in areas accessible to pedestrians shall have traversable slots. The o, Grad \ E traversable slot modification is not adaptable to inlet Type H. Slots may be constructed I � at either or both ends as shown on plans. (D8„ 8„ o 3. Steel grates are to be used on all inlets where bicycle traffic is anticipated. Steel grates (n 3 are to be used on all inlets with traversable slots. Either cast iron or steel grates may be Z 0A used on inlets without slots where bicycle traffic is not anticipated. Either cast iron or Bar,& 12 O o steel grates may be used on all inlets with non -traversable slots. Subject to the selection SECTION QQ In _J m described above, when Alternate G grate is specified in the plans, either the steel grate, 5; Q hot dipped galvanized after fabrication, or the cast iron rate may be used, unless the GENERAL NOTES s Q FRME SEAT AM 14MT �S LLJ w PP g g Y STEEL COVER o :3 plans stipulate the particular type. 1. The finished grade and slope of the inlet tops are to conform with the finished cross U slope and grade of the proposed sidewalk and/or parkway. PL } 1O' Z L 2. When inlets are to be constructed on a curve, refer to the plans to determine the radius LLJ 8" 6'-0" 8" N g" 3'-6" 4. Recommended maximum pipe sizes shown are for concrete pipe. Pipe sizes larger than and, where necessary, modify the inlet details accordingly. Bend steel when necessary. V-3" 9" (> 8 those recommended must be checked for fit. Unless Otherwise m 3. All reinforcing steel shall havgk" minimum cover unless otherwise shown. Inlet tops shall 6" 6" No. 4 Top Bars Q � Unless Otherwise" be either cast -in -place or precast concrete. w Shown On Plans �-% 5. All exposed corners and edges of concrete are to be chamfered No. 5 Bars 5 5 No. 4 Bottom Bars N Shown On Plans " Q 4. Precasting of this inlet top will be permitted. Precast units shall conform to the dimensions ®5 Ctrs. I - N n � � � � � � O � O shown or in accordance with approved shop drawings. Request for shop drawing approval I 0 6. Pavement to be used on inlets without slots and inlets with non -traversable slots only shall be directed to the State Drainage Engineer. ^ _ I when called for in the plans; but required on all traversable slot inlets. Cost to be 5. Concrete meeting the requirements of A.S.T.M. C 478 (4,000 P.S.I.) may be used in lieu _ 60 0 of Class concrete for precast unite, manufactured in plants which are under the Standard g �. NOTE: Alt. B Structure Bottom Only.See Detail No. 200 included in contract unit price for inlets. Quantities shown are for information only.. J06 19085 U Operating Procedures for the inspection of precast drainage products. Anchor 6. The comer fillets shown for rectangular throats are necessary only when throats are to be TOP VIEW # / STRUCTURE BOTTOM FOR INLET TYPED 7• Traversable slots constructed in existinginlets shall be aid for as inlets partial, used in conjunction with circular inlet bottoms or when used on skew with rectangular P P inlet boxes. � g " FRAME ANCHOR DETAIL DATE: 10/02/20 and shall include the cost for slot openings, paving and any required replacement grates. 6 N. T . S . 427. For inlet bottoms see Index No. 200. SCALE: ° 8. These inlet tops are designed for use with standard curb and gutter Type E and Type F. DESIGNED BY: TTB 0_ 8. Sodding to be used on all inlets not located in paved areas and paid for under contract Locate outside of pedestrian crosswalk where practical. TOP M��CA'nCN FOR TYPE ECURB / unit price for Sodding SY. s. See Index 201 for supplemental details. DRAWN BY: TTB ° c 9. For supplementary details see Detail No. 201. 10. All steel used for frame and cover shall meet the requirements of ASTM A-36. APPROVED BY: BSB % 11. Either cast iron covers or steel covers may be used. Iron covers shall be Class No. 30 r232D�F.D.O.T. TYPE D INLET castings in accordance with ASTM A-48. M 12. When Alternate "G" Cover is specified in plans either the cast Iran cover INLET TOPS TYPES 5 8c 6 and galvanized steel frame or the the galvanized steel cover and frame must N • T. S • be used. Covers are to be grouted in accordance with the grouting detail r2ll�CURB C-903 00 shown on sheet 2 of 2, in lieu of tack welding. 13. Inlet to be paid for under the contract unit price for Inlets (Curb) -(Type ), N. T. S - 101 Each. 2 PVC/HDPE Restraint Table Minimum Length (FT) to be Restrained on each side of Fitting(s) Fittings Pipe Size 4" 6" 8" 10" 12" 16" 20" 90• Bend 18 24 32 38 44 55 74 45• Bend 10 10 13 16 18 23 31 22 1/2• Bend 10 10 10 10 10 11 15 11 1/4• Bend 10 10 10 10 10 10 10 Plug or Branch of Tee 30 47 64 81 98 133 167 NOTES: 1. The restraint values as indicated by the "Restraint Table" are minimum values. Design engineer shall be responsible for confirming field conditions, and make adjustments accordingly. 2. All fittings shall have restrained joints unless otherwise indicated. 3. No restraints required if continuous pipe length to fitting is greater than value provided in "Restraint Table" above. 4. Where two or more fittings are laid in -line, use greatest restraint length for coverage. 5. For in -line valves and through run of tees: outside limits of restrained joints from other fittings need not be restrained unless otherwise indicated. 6. Lengths shown in the table have been calculated in accordance with the procedures outlined in "Thrust Restraint Design for Ductile Iron Pipe" as published by DIPRA, with the following assumptions: Working Pressure: 150 PSI Soil Designation: SM (Silty Sand, Sand -Silt Mix.) Laying Conditions: 5 7. For pipe sizes not included in the Restraint Table or pipe material not adhering to given conditions, design engineer shall determine and specify pipe lengths which shall be approved by the City. 4" Maximl Finished Gra Premolded Plastic Joint Filler Pipe PI 2" Nipple PVC/HDPE Restraint Table April 2019 N.T.S. Ocoee UT104 4 x 4' Precast Tap main ea / required /// Bedding Roc Utility Ma' Standard Application '-Grout Cast iron frame and cover 2" Valve (ARV/Combo) 2" Port with " threaded plug 2" Shut Off t'`.. Gate Valve 8" x 16" Reinforced Service saddlliogete City of Ocoe oo Ing Engineering Standards Manuel txlsung or Proposed Grade Cast Iron Valve Box ' Shut Off Gate Valve with Extension /2" 90• Fitting 90• Fittin-g' 2" J Pipe J Coupling Penetration Utility Ma' Shall be Grout Sealed Offset Application NOTES: 1. Above detail is based on 2" combination air/vacuum release valve. Change pipe and fittings accordingly for other valve sizes and types. Valve sizes to be determined by the engineer and approved by the city prior to installation. 2. The minimum dimension from top of pipe to finished grade shall be 4.0 feet. 3. All fittings and piping for the shall be brass. 4. Rock bedding shall extend out 6" beyond vault footing and be a minimum of 6" thick. 5. Offset application and distance from main to the center of the air/vacuum valve shall be approved by the City. C T Cross Section Transverse Section 0NS0*3 -de ng Grade ximum 1. All pipe shall include the installation of #10 THHN copper tracing wire capable of detection by cable locating equipment. 2. Tracing wire shall be buried directly above the transverse centerline of the pipe. 3. End(s) of the locating wire shall be such that wire can be accessed by locating equipment assessing the wire in a valve vault or blow -off box. Wire is required to extend 12" minimum above finished grade. 4. Unless approved by the City, early warning tape indicating the type of pipe shall be required. 5. All directional drill pipe shall have locating wire attached to the top of pipe and shall remain On the top of the pipe during installation. 6. All service lines shall have locating wire placed on the pipe as described in City of Ocoee detail UT206 "Utility Service Connection" 7. All wire splices shall be completed with twist -on type wire nuts with gel or grease filled moisture seal. 8. All tracing wire installation shall be tested and verified for continuity by the contractor prior to final acceptance Pipe Locating Wire Detail April 2019 N,T.S,Ocoee UT010 Main (type) Main (type) See Note 2 for lettering size and orientation. PIPE LETTERING NOTES: Top Pipe/Main color based on use. 1. Lettering shall be per the American Water Works Association. 2. Lettering shall be a minimum of 3/4" in height and shall be be facing up when the pipe is installed. 3. Lettering must be permanently imbedded into the pipe/main, not painted or stenciled. 4. Lettering shall be of contrasting color to pipe/main color. Pipe Marking (Wtor r'n Main (type) Main (type) Main (type) Diameter = 2.5" to 4" 3" Tape centered along the top half of pipe. Diameter = 6" to 16" Two (2) 6" Tapes along both sides of top half of pipe. Diameter = 20" and larger Three (3) 6" Tapes along top and both sides of top half of pipe. Warning Tape N.T.S. WARNING TAPE NOTES: 1. Tape color shall be in accordance with (same) as main/pipe color. 2. Tape lettering shall be at least 1" in height with no greater than 12" in spacing. 3. Warning tape shall extend total length of pipe. unimproved areas \ Trench Width Existing (3" min.) Varies Based on Pipe Dia. Clean Rock Bedding, (See Notes 2 a 6) meter I I *a See Note 3 12" (typ•) r. Undisturbed Ea NOTES: 1. Pipe bedding material and trench backfill shall be select common (clean) fill compacted to 95% (98% in roadway) of the maximum density as per AASHTO T-180. 2. Contractor shall install crushed rock (or equivalent bedding material) where pipe bedding does not provide solid support (yielding or plastic). Depth of material shall be a minimum of 6", or as needed, to provide non -yielding support for the pipe. All unsuitable material shall be removed from pipe bedding unless special provisions are approved by the City. 3. Excavated trench width at pipe haunch shall be sufficient in size for haunch compaction, but shall be no greater than 15" on each side of pipe for pipes less than 24" in diameter (24" for pipes 24" in diameter or greater.) 4. Water shall not be permitted in trench line during construction. 5. Pipe line shall be installed with bell fitting facing upgrade. 6. Gravity sewer shall have a 6" minimum rock bed. Pipe Bedding and Trench Detail September 2019 N.T.S. Ocoee UT101 Pipes/Mains Separation Requirement Table Potable Reclaimed unitary SewelStorm Sewer Horiz. Vert. Horiz. Vert. Horiz. Vert. Horiz. Vert. PotableZ/ 3' 12" 6' 12" 3' 12" Reclaimed 3' 12" 3' 12" 3' 12" Sanitary Sewer 6 12" 3' 12" 3' 12" Storm Sewer 3' 12" 3' 12" 3' 12" ZZ NOTES: 1. The table represents the minimum separation requirements as described in F.D.E.P. rules of the Florida Administrative Code 62-555.314 (F.A.C.). These separation requirements shall apply between newly proposed utility lines and existing or proposed utility lines. 2. For the purpose of this table, reclaimed water shall mean unrestricted public access reuse water as defined by F.A.C. 17-610. Other types of reclaimed water, not treated to public contact levels, shall be considered raw sewage, and the separation list for sanitary sewer shall apply. 3. Alternative water, such as storm water used for irrigation, shall be considered reclaimed water for separation requirements. 4. Pipe separation distance provided above shall mean the horizontal and/or vertical distance measured for the outside dimension of each pipe/main. 5. Concrete encased pipes/mains shall use the separation of D.I.P. 6. Where minimum vertical separation from potable water cannot be achieved, the use of one full length (20') of D.I.P. centered at the crossing shall be permissible. 7. All utilities shall be installed with 36" of cover over the top of pipe. Cover shall be measured with current or future grading to ensure the 36" coverage. 8. No potable water pipe may pass through a sanitary sewer structure. Penetration through storm sewer must be approved by the City and is subject to special conditions and materials. MADDEN CIVIL ENGINEERS 431 E. Horatio Avenue Suite 260 Maitland, Florida 32751 (407) 629-8330 a o 0 J rr/^� w VJ W Q Q W O 0 0 w O LL EL O W w r_ w UU m o I..L w 0 Q~ U ,��punutt��♦ m to C ••U- O'yf�y,'% N �i _ay d W*a pE j Z ri•'••.......••' Fes, *� 6 i nNIB * P�01IN o z z w c� m z w w 0 0 w 0 0 W 0 U z w a o N o W N > w W a- N w _ o N r7;I-LO car aO O�U� JOB # 19085 DATE: 10/02/20 SCALE: N. T. S. DESIGNED BY: TTB DRAWN BY: TTB APPROVED BY: BSB Air Or Combination Air/Vacuum Release Valve Detail N.T.S. Ocoee UT109 Pipe Identification and Warning Tape Detail April 2019 N.T.S. Ocoee UT011 Pipes/Mains Separation Requirement Table April 2020 N.T.S. Ocoee UT013 C-911 Drill hole ' Valve Bo, (below a and abo\ valve bo) threads) Provide c loop of t 24" of e excess ti valve bo) #10 THHi NOTES: 1. All pipe shall be installed with # 10 THHN solid copper tracing wire. Tracing wire must be installed directly above the pipe in a continuous circuit. 2. Tracing wire shall cover all main, pipe, branches (including fire hydrants) and service connections. 3. Tracing wire shall extend a minimum of 12" above grade at required intervals and/or valve lids. 4. Tracing wire shall be coiled and placed in a valve box and shall be easily accessible. 5. At dead ends of mains, pipe, and/or service, the tracing wire shall be placed in a properly identified cast iron valve box (Valve Box and Cover Detail UTO09). Tracing Wire Location Detail April 2019 N.T.S. Ocoee UT012 #4 bar with 2" minimum concrete cover VOI VE Mc (See not Fini G Actuating Nu{ Adjustment Pipe/ 6" FDOT S e1 -ete - (See 4) table cast calve box box shall Dn bedding not on valve )e, and shall entered on ting nut. NOTES: 1. PVC extensions shall not be used on valve box. 2. The actuating nut for valves shall be no deeper than 24" from ultimate finished grade. 3. Valve assembly shall include center spacing guide from the City's Approved Materials List. 4. Where valve nut is more than 36" below grade, valve assembly shall include an extension from the City's Approved Materials List. 5. Valve collar shall be 24" x 24" x 6" and concrete for collar shall be fc' of 3,000 psi minimum © 28 days for non —pavement areas. 6. Valve Marker shall be from the City's Approved Materials List and shall include main type, size, material, turns to open or close valve, and direction of rotation. Valve Box and Cover Detail April 2019 N.T.S. Ocoee UT009 Existing Grade r— Meter Box M 90• Compression Curb Stop Fitting Ford KV43-342W—NL Service from Main Side Single Meter (P.E.) View MXU (FlexNet Radio Unit) z a Ld Dual Check ValveLd I- (Potable Water), < Ford HHCH31-323—NL Service Polyethylene Tubing Brass Corporation Stop (1" rMT11.� THHN Tracing Wire to Match Use in Col Curb Stop (See Note 3) Single Metery Box and Water Meter Private (By City) Connection Service View with Single �'-3/4" Brass Meter ReC%C11medtlMreter Cob)s,Ee(ics Meter Connection (substitute for Dual Check Valve.) Bullet J --Dual Horn Brass with 90' Lock Curb Stops, Ford UV43-42W—NL Service 7Dual Meter Front from Main View (P.E.) NOTES: 1. This detail shall only be used when the Contractor/Developer has been given special permission by the City to place City Meters. 2. Water Service shall be 1" diameter P.E. minimum. 3. Service curb stop shall be bullet locked using High Field Manufacturing Cap Seal # 93210130, Bullet Stud 93210140 and Base 93210120. Sin le Famil Residence Meter Confi uration Detail March 202 N.T.S. Ocoee UT208b Meter AWWA Type - CC Threads #10 THHN­__� Tracing Wire, Color to Match fG Service Water M Coil Excess Tracing Wire in Box U—Branch Brass Horn x 3/4" [Horn 0' Angled x 3/4"")) Installed urb Stops Upright t Ends of 'Double Meter Box and Water Meter (By Double Meter City) Configuration Corporation Stop (Ford F1000-4NL) & Fitt'n s (normally open) to 45' Double Strap Stainless Steel Saddle Tapping Section Assembly Service, Polyethylene Tubing, 1" min. NOTES: 1. All fittings shall be brass with compression —pack joint type connections. 2. No service line shall extend or terminate under a driveway. 3. Meter end of service shall terminate with curb stop (90') for single service and dual horn and curb stops (90°)for dual services. 4. Meter end of service shall terminate 3' past meter location where service shall, unless directed otherwise, extend 3' above finished grade tied to a 2" x 4" x 4' stake. If directed, service connection shall be buried and located with an 2" x 4" x 4' painted marker. Stake or marker shall indicate lot(s) to be served. 5. Concrete curb shall be marked (stamped or saw —cut) with "W" locating service. 6. Service connection to the main shall use approved saddle, and tapping of main shall be by a method where a solid coupon is removed. 7. Services installed under finished or existing pavement shall be directionally drilled. 8. Upon approval, direct tap (no saddle) may be used on Ductile Iron Pipe. 9. Service color shall be blue for potable water and purple (magenta) for reclaimed water. Utilitv (Water & Reclaim) Service Connection Detail Sep. 2019 N.T.S. Ocoee UT206 Q-- Property Lined Double Service Right —of —Way ® Single Service Single (typ•) Pipe/I view Private ain issed rkway iewalk —Way Line vplcai meter Layout ayout 1. Pipes/mains in this detail are for representation purposes only. Refer to plan or utility sheets for pipes/main material, size, and configuration. 2. For meter configuration, including fittings and box, see City of Ocoee Meter and Meter Box Details UT207 for Single Family and UT208 for Commercial/Multi—Family. 3. Unless directed by City, reclaimed and potable meter boxes shall be separated by placing the boxes at opposite property lines. 4. Meters should be centered in grassed parkway, if possible, offset from front of sidewalk 2', and such that private service will not cross adjacent lot. MADDEN CIVIL ENGINEERS 431 E. Horatio Avenue Suite 260 Maitland, Florida 32751 (407) 629-8330 a 0 0 J C0 W Q Q ^ I..L W O 0 0 O Q LL IL O Z W w r_ w U U 0 0 0 Q ~ U Q04 N Y roED O a Z WZQ0 r o ~ 0 W =a CD JCD 0 N w 0 0 w 00 0 0 U N z w o o N o W N > w W N _ J N rn� In car 000)U- JOB # 19085 DATE: 10/02/20 SCALE: N. T. S. DESIGNED BY: TTB DRAWN BY: TTB APPROVED BY: BSB C-912 Meter & Service Location Detail April 2019 N.T.S. Ocoee UT207 STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL STANDARD DRAWINGS ORANGE COUNT6kgIT"I 4L BEDDING AND TRENCHING - TYPE A FIGURE A101 TRENCH WIDTH DATE: February 11, 2011 VARIES FINISHED GRADE 11 Ile /%\/UL \✓/LU e.CR \�/ LL COMMON FILL 1 INITIAL LU BACKFILL „I O SELECT COMM z FILL LU BEDDING MATERIAL w 0 z NOTES: 1. INITIAL BACKFILL: SELECT COMMON FILL COMPACTED TO 95% (98% UNDER PAVEMENT) OF THE MAXIMUM DENSITY AS PER AASHTO T-180. 2. TRENCH BACKFILL: COMMON FILL COMPACTED TO 95% (98% UNDER PAVEMENT) OF THE MAXIMUM DENSITY AS PER AASHTOT-180. 3. TYPE A BEDDING MATERIAL SHALL CONFORM TO FDOT NO. 57 AGGREGATE. 4. 15" MAX. (12" MIN.) FOR PIPE DIAMETER LESS THAN 24" AND 24" MAX (12" MIN) FOR PIPE DIAMETER 24" AND LARGER. 5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. 6. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF THE FLOW. 7. BEDDING DEPTH SHALL BE 4" MINIMUM FOR PIPE DIAMETER UP TO 12" AND 6" MINIMUM FOR PIPE DIAMETER 16" AND LARGER. 8. DEPTH FOR REMOVAL OF UNSUITABLE MATERIAL SHALL GOVERN DEPTH OF BEDDING ROCK BELOW THE PIPE. UTILITIES SHALL DETERMINE IN THE FIELD REQUIRED REMOVAL OF UNSUITABLE MATERIAL TO REACH SUITABLE FOUNDATION. 9. FINAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMPLIANCE WITH ALL APPLICABLE REGULATIONS OF GOVERNING AGENCIES. SURFACE RESTORATION WITHIN ORANGE COUNTY RIGHT-OF-WAY SHALL COMPLY WITH REQUIREMENTS OF R/W UTILIZATION REGULATIONS AND ROAD CONSTRUCTION SPECIFICATIONS. / W/SIZE OF PIPE ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL APPENDIX A STANDARD DRAWINGS ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL APPENDIX A STANDARD DRAWINGS ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL GENERAL APPENDIX A STANDARD DRAWINGS DATE: February 11, 2011 BEDDING AND TRENCHING - TYPE B FIGURE A102UL INITIAL LU TRENCH WIDTH VARIES FINISHED GRADE W/SIZE OF PIPE \/\/ SEE NOTE 4 :.:.: ..::. \////�\\//•`/ z LU � X¢ COMMON FILL PIPE.O.D.., NOTES: I 1. INITIAL BACKFILL AND HAUNCHING: SELECT COMMON FILL COMPACTED TO 95% (98% UNDER PAVEMENT) OF THE MAXIMUM DENSITY AS PER AASHTO T-180. 2. TRENCH BACKFILL: COMMON FILL COMPACTED TO 95% (98% UNDER PAVEMENT) OF THE MAXIMUM DENSITY AS PER AASHTOT-180. 3. PIPE BEDDING UTILIZING SELECT COMMON FILL OR BEDDING ROCK IN ACCORDANCE WITH TYPE A BEDDING AND TRENCHING DETAIL MAY BE REQUIRED AS DIRECTED BY UTILITIES. 4. 15" MAX. (12"MIN.) FOR PIPE DIAMETER LESS THAN 24" AND 24" MAX (12" MIN) FOR PIPE DIAMETER 24" AND LARGER. 5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. 6. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF THE FLOW. 7. FINAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMPLIANCE WITH ALL APPLICABLE REGULATIONS OF GOVERNING AGENCIES. SURFACE RESTORATION WITHIN ORANGE COUNTY RIGHT-OF-WAY SHALL COMPLY WITH REQUIREMENTS OF RIGHT-OF-WAY UTILIZATION REGULATIONS AND ROAD CONSTRUCTION SPECIFICATIONS. ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL GENERAL APPENDIX A STANDARD DRAWINGS DATE: February 11, 2011 GATE VALVE AND BOX FIGURE A107 WATER AND RECLAIMED WATER MAINS SET TOP OF VALVE BOX DRILL HOLE IN BOX TO FINISHED GRADE " 4' FROM TOP LOOP WIRE (SEE NOTE 4) FINISHED GRADE VALVE BOX PAD SEE FIGURE All 2) COMPACTED SELECT�>�:" ADJUSTABLE SCREW COMMON FILL TYPE DUCTILE IRON _ VALVE BOX LOCATING WIRE WATER MAIN - OR RECLAIMED WATER MAIN SEE NOTE 2 ALIGNMENT RING RESILIENT SEAT M.J.GATE VALVE 6" FDOT #57-/ � VALVE BOX SHALL REST ON STONE BEDDING ROCK NOT ON VALVE OR PIPE AND SHALL BE CENTERED ON OPERATING NUT NOTES: 1. PVC PIPE OR DUCTILE IRON PIPE EXTENSIONS SHALL NOT BE USED ON VALVE BOX INSTALLATION. 2. THE VALVE ACTUATING NUT SHALL BE EXTENDED TO BE WITHIN 3OF FINISHED GRADE. 3. PROVIDE A PLASTIC DEBRIS SHIELD /ALIGNMENT RING WHICH INSTALLS BELOW THE VALVE ACTUATING NUT. THIS SHIELD SHALL CENTER THE RISER PIPE BOX OVER THE ACTUATING NUT AND MINIMIZE INFILTRATION. 4. LOCATING WIRE SHALL BE CONTINUOUS WITH NO SPLICES AND SHALL EXTEND 12" ABOVE TOP OF COLLAR. WIRE SHALL BE COLOR CODED TO MATCH THE UTILITY INSTALLED. 5. FOR NEW CONSTRUCTION, THE VALVE BOX SHALL BE ADJUSTED TO MIDRANGE TO ALLOW FOR FUTURE BOX ADJUSTMENTS. 6. REFER TO FIGURE All FOR INSTALLATIONS AT A DEPTH OF 6' OR GREATER. ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL GENERAL APPENDIX A STANDARD DRAWINGS DATE: February 11, 2011 RESTRAINED PIPE TABLE FIGURE A104-1 WATER AND RECLAIMED WATER MAINS MINIMUM LENGTH (FT) TO BE RESTRAINED ON EACH SIDE OF FITTING(S) TYPE PIPE SIZE PVC DIP 4" 6" 8" 10" 12" 16" 20" 24" 30" 36" END 25 36 46 55 64 65 77 89 105 120 END 10 15 19 23 26 27 32 37 44 50 END 5 8 9 11 13 13 15 18 21 24 END 3 4 5 6 8 7 8 9 10 12 PLUG OR BRANCH OF TEE 53 74 97 117 135 138 166 194 231 265 VALVE 27 38 49 59 68 69 83 97 116 133 REDUCER VARIES BY SIZE; TO BE DETERMINED BY THE DESIGN ENGINEER. NOTES: 1. FITTINGS SHALL HAVE RESTRAINED JOINTS UNLESS OTHERWISE INDICATED. 2. INSTALL FULL LENGTH JOINTS WITH TOTAL LENGTH EQUAL TO OR GREATER THAN LENGTH SHOWN IN THE TABLE. 3. WHERE TWO OR MORE FITTINGS ARE IN SERIES, SELECT FITTING RESTRAINT LENGTH THAT YIELDS THE LONGEST RESTRAINT DISTANCE. 4. ALL INLINE VALVES SHALL BE RESTRAINED. 5. WHERE INTERNAL RESTRAINED JOINTS ARE USED, THE ENTIRE BELL SHALL BE PAINTED RED. 6. LENGTHS SHOWN IN THE TABLE WERE CALCULATED IN ACCORDANCE WITH PROCEDURES OUTLINED IN "THRUST RESTRAINT DESIGN FOR DUCTILE IRON PIPE" GUIDELINES PUBLISHED BY DIPRA, USING THE ASSUMPTIONS SHOWN BELOW: WORKING PRESSURE: 150 PSI SOIL DESIGNATION: SM (SAND SILT) LAYING CONDITIONS: 3 DEPTH OF COVER: 3 FT SAFETY FACTOR: 1.5 CONVERSION FACTOR FOR PVC PIPE: 1.25 THE DESIGN ENGINEER SHALL INCREASE THE VALUES IN THE TABLE AS WARRANTED BY SITE -SPECIFIC SOIL DESIGNATIONS, LAYING CONDITIONS, PIPE MATERIAL, ETC. FOR DIP ENCASED IN POLYETHYLENE, INCREASE THE GIVEN VALUE BY A FACTOR OF 1.25. ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL GENERAL APPENDIX A STANDARD DRAWINGS DATE: February 11, 2011 SEALED VALVE BOX, ADJUSTABLE FIGURE A111 LOCKING VALVE BOLT --l_ BOX LID Al IrnlnnFnlT R STANDARD VALVE BOX SLIDING ADJUSTER NOTES: 1. FOR ALL MAINS 6' DEEP OR GREATER. 2. FOR MAINS 16" IN DIAMETER OR GREATER REGARDLESS OF DEPTH. DATE: February 11, 2011 THRUST COLLAR (150 psi) WATER AND RECLAIMED WATER MAINS LI z_ 4" X 4" X 1 /2" STEEL BEARING PLATE (TYP) � �C #4 BARS UNDISTURBED ENCASE TIE RODS IN D (9'-0" MIN 1-1/2" PVC SLEEVE 3" COVER NOTES: 1. ADDITIONAL REINFORCEMENTS SHALL BE AS SPECIFIED BY THE ENGINEER. 2. MINIMUM COMPRESSIVE STRENGTH FOR CONCRETE SHALL BE 3000 PSI. 3. BEDDING, BACKFILL AND COMPACTION SHALL BE AS SPECIFIED ELSEWHERE IN THE STANDARD DRAWINGS. 4. ALL FORM BOARDS SHALL BE REMOVEC PRIOR TO BACKFILL. 5. NO ALLOWANCE SHALL BE MADE FOR FRICTION BETWEEN THE PIPE WALL AND THE THRUST COLLAR. 6. DESIGN PRESSURE: 150 PSI. 7. REQUIRED FOR LINE STOPS. GENERAL FIGURE A105-1 #4 BARS @ 6" O.C. ALL _ AROUND (MIN 2" CLEARANCE AROUND PIPE) 9"MIN (TYP) TIE RODS (ASTM A307 B) INCLUDING NUTS AND WASHERS (SEE SCHEDULE BELOW) r MECHANICAL I JOINTS SEE TRENCH DETAILS FOR PIPE BEDDING REQUIREMENTS SCHEDULE OF DIMENSIONS AND MATERIALS PIPE SIZE DIMENSIONS (FT.) TIE RODS REQ'D (INCHES) A B C D DIA. NO. 6 2.0 2.0 1.0 3/4 2 8 2.5 2.5 1.0 3/4 2 10 3.5 3.0 1.0 3/4 4 12 5.0 3.0 1.0 3/4 4 16 6.0 4.0 1.5 3/4 4 20 8.0 5.0 1.5 3/4 6 24 9.0 6.0 1.5 3/4 8 NOTE: THRUST COLLAR AREAS TO BE COMPUTED ON BASIS OF 2000 LBS/SF SOIL RESTRAINT BEARING. ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL GENERAL APPENDIX A STANDARD DRAWINGS MANUFACTURER SIZE DATE: February 11, 2011 VALVE BOX PAD FIGURE A112 24" X 24" SQUARE (ROUND OPTIONAL) CONCRETE OR POLYMER TOP FLUSH LOOP WIRE PAD TYP EACH VALVE BOX WITH FINISHED VALVE BOX AND GRADE ASPHALT a.' SURFACE LOCKING COVER :Bi1SE VALVE BOX AND WATER COVER (SQUARE LOCATING FOR RECLAIMED "• WIRE WATER) VALVE BO •a° . AND COVER 6" THICK 2500 PSI a a (TYP) (MIN) CONCRETE WITH I ' #4 REBAR CONTINUOUS IDENTIFICATION DISC (SEE NOTE 2) OR 4" THICK (SEE NOTE 1 AND POLYMER MIX MATERIAL DETAILS BELOW) INSIDE PAVEMENT OUTSIDE PAVEMENT LETTERING TO BE MACHINE ENGRAVED WITH a' TO'8" CAP. LETTERS IDENTIFICATION DISC EXAMPLE AND TYPE OF VALVE UTILITY DIRECTION AND NUMBER OF TURNS YEAR o.c.0 AFC 6" RWGV WATER L-20 -L-0 THEFT PROOF 20\ 09 / ANCHOR PIN DISC TO BE HANGING IN THE BOX DISC TO BE EMBEDDED IN PAD ANCHORED TO THE LOCATING WIRE. OUTSIDE PAVEMENT INSIDE PAVEMENT NOTES: 1. BRONZE (OR STAINLESS STEEL) IDENTIFICATION DISC SHALL BE REQUIRED FOR ALL VALVES, EXCEPT HYDRANT VALVES. 2. IN LIEU OF PRECAST CONCRETE PAD, A 6" THICK X 24" (ROUND OR SQUARE) POURED CONCRETE PAD WITH TWO #4 REBAR AROUND PERIMETER MAY BE USED. GENERAL DATE: February 11, 2011 UTILITY MAIN MARKER FIGURE A113 COLORS FOR DECALS SHALL MATCH THE MARKER COLOR (SEE NOTE 2) WHITE CAP SOLVENT WELD C A P L U I I T P N I E E OVERALL O N VIEW CALL BEFORE DIGGING ORANGE COUNN UTILITIES 407-836-2777 DISTANCE TO MAIN GROUND LEVEL T CONCRETE 6" J BASE a' a' •c •a NOTES: 1. MARKERS ARE REQUIRED WHEN UTILITY MAIN IS LOCATED OVER 30 FEET FROM EDGE OF PAVEMENT OR IN AN EASEMENT NOT ADJACENT TO THE RIGHT OF WAY. 2. MARKERS SHALL BE 4" DIAMETER SCH. 80 OR DR18 PVC: BLUE FOR WATER; GREEN FOR WASTEWATER; AND PANTONE PURPLE 522C FOR RECLAIMED WATER. 3. MARKERS SHALL BE PLACED AT ALL DIRECTIONAL CHANGES AND AT ALL VALVES EXCEPT WATER VALVES NEAR FIRE HYDRANTS. ADDITIONAL MARKERS SHALL BE INSTALLED AS NEEDED SO THAT THE DISTANCE BETWEEN MARKERS DOES NOT EXCEED 1000 FEET. CIVIL ENGINEERS 431 E. Horatio Avenue Suite 260 Maitland, Florida 32751 (407) 629-8330 co o- W O w J Q Q W n Z J o i L` O U ILW Z Q W w w M LL Q O U U O m 1..� w 0 Q ~ U JOB # 19085 DATE: 10/02/20 SCALE: N. T. S. DESIGNED BY: TTB DRAWN BY: TTB APPROVED BY: BSB C-913 ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL APPENDIX A STANDARD DRAWINGS ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL GENERAL APPENDIX A STANDARD DRAWINGS DATE: February 11, 2011 TYPICAL VALVE BOX COVER FIGURE A110 MENOMONEE MEMEMMEME IMMEMEMEMEMEMEMEME loommommommommommom RECLAIMED WATER TYPICAL LOCKING BOLT NOTE: 1. LOCKING LIDS ARE REQUIRED ON ALL VALVE BOXES. ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL APPENDIX A STANDARD DRAWINGS I ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ om ■ ■ ■ ..... r ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ WASTE WATER ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL GENERAL APPENDIX A STANDARD DRAWINGS DATE: February 11, 2011 PIPE LOCATING WIRE FIGURE A114 LOCATING WIRE FINISHED GRADE WATER, �� Tr WASTEWATER, NYLON STRAPS, .�ry7r �OR RECLAIMED MAIN 3 PER JOINT (SEE NOTE 1) �\ LOCATING WIRE NOTES: 1. ALL PIPE SHALL REQUIRE INSULATED LOCATING WIRE (10 GAUGE SOLID COPPER) CAPABLE OF DETECTION BY A CABLE LOCATOR AND SHALL BE WRAPPED WITH NYLON STRAPS TO TOP CENTERLINE OF THE PIPE. 2. LOCATING WIRE SHALL BE CONTINUOUS INSIDE VALVE BOXES AND SHALL EXTEND 12" ABOVE TOP OF COLLAR. 3. WIRE INSULATION SHALL BE COLOR CODED FOR THE TYPE OF PIPE BEING INSTALLED. ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL GENERAL APPENDIX A STANDARD DRAWINGS DATE: February 11, 2011 MJ TAPPING SLEEVE AND GATE VALVE FIGURE A121-1 ASSEMBLY FOR WATER AND RECLAIMED WATER RESTRAINED EXISTING MECHANICAL JOINT PIPE O SPLIT GLAND O TAPPING SLEEVE NEW PIPE MJ TAPPING 1 A SLEEVE A PLAN RESILIENT SEAT RESTRAINED TAPPING GATE MECHANICAL JOINT VALVE W/ VALVE BOX E 't SECTION A - A ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL GENERAL APPENDIX A STANDARD DRAWINGS DATE: February 11, 2011 SEPARATION REQUIREMENTS FOR FIGURE A116 WATER, WASTEWATER AND RECLAIMED WATER MAINS HORIZONTAL & VERTICAL SEPARATION REQUIREMENTS POTABLE RECLAIMED WASTEWATER PROPOSED WATER WATER (GRAVITY & FM) STORM SEWER UTILITY HORIZ VERT HORIZ VERT HORIZ VERT HORIZ VERT POTABLE WATER 3' 12" 3' 12" 6' 12" 3' 12"/18" NOTE 1 NOTE 1& 3 NOTE 3 NOTE 3 NOTE 3 NOTE 1& 3 NOTE 2& 3 RECLAIMED 3' 12" 3' 3' 3' 12"/18" WATER NOTE 1 & 3 NOTE 3 NOTE 1 11 12 NOTE 1 12 NOTE 1 NOTE 2 WASTEWATER 6' 12" 3' 3' 3' 12"/18" (GRAVITY AND FM) NOTE 3 NOTE 3 NOTE 1 12 NOTE 1 12 NOTE 1 NOTE 2 RIGHT OF WAY 31 N/A 31 N/A 31 N/A N/A N/A NOTE 1 NOTE 1 NOTE 1 NOTES: 1. THIS SEPARATION REQUIREMENT IS TO PROVIDE ACCESSIBILITY FOR CONSTRUCTION AND MAINTENANCE. THREE FEET OF HORIZONTAL SEPARATION IS THE MINIMUM FOR PIPES WITH THREE FEET OF COVER. FOR PIPES INSTALLED AT GREATER DEPTHS, PROVIDE AN ADDITIONAL FOOT OF SEPARATION FOR EACH ADDITIONAL FOOT OF DEPTH. 2. THE 18-INCH SEPARATION REQUIREMENT APPLIES WHEN THE STORM PIPE CROSSES ABOVE THE OCU MAIN, AND WHEN THE STORM PIPE HAS A DIAMETER EQUAL TO OR GREATER THAN 24 INCHES. OTHERWISE, THE REQUIRED SEPARATION IS 12 INCHES. 3. THIS SEPARATION REQUIREMENT COMPLIES WITH MINIMUM FDEP SEPARATION REQUIREMENTS OUTLINED IN 62-555.314, FAC. VARIANCES FROM THE FDEP REQUIREMENTS MUST COMPLY WITH 62-555.314(5), FAC AND MUST BE APPROVED INDIVIDUALLY BY BOTH FDEP AND OCU. 4. DISTANCES GIVEN ARE FROM OUTSIDE OF PIPE TO OUTSIDE OF PIPE. 5. NO WATER PIPE SHALL PASS THROUGH OR COME IN CONTACT WITH ANY PART OF SANITARY OR STORM WATER MANHOLE OR STRUCTURE. ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL GENERAL APPENDIX A STANDARD DRAWINGS DATE: February 11, 2011 WATER SAMPLE STATION FIGURE A201 MAIN ABOVE GROUND - SAMPLE STATION GRADE CURB STOP (LOCKING TYPE) BRASS CORPORATION STOP MAIN BRASS CORPORATION STOP 2" SINGLE BLUE SERVICE LINE 2" POLYETHYLENE TUBING NOTES: 1. A 2 INCH SAMPLE STATION INSTALLED AT THE END OF A CUL-DE-SAC CAN ALSO SERVE AS A BLOW -OFF VALVE WHEN BOTH ARE REQUIRED. GENERAL DATE: February 11, 2011 WATER AND RECLAIMED WATER SERVICES FIGURE A120 (TYPICAL) CENTERLINE Q SIDEWALK (TYP) p ~ _U) CD � J STAKE STAKE 11� J (SEE NOTE 2) (SEE NOTE 2) GRADESTANDARD ROADWAY CURB STOP 30"MIN (SEE NOTE 1) CURB STOP (SEE NOTE 1) TUBING CORPORATION STOP (TYP) NOTES: 1. CURB STOP SHALL BE INSTALLED ON STREET SIDE OF THE SIDEWALK BETWEEN SIDEWALK AND CURB. 2. CONTRACTOR TO LOCATE CURB STOP BY PLACING A 2" X 2" SQUARE STAKE RISING 24" ABOVE THE GROUND. TOP OF STAKE SHALL BE PAINTED THE COLOR OF THE UTILITY SERVICE AND LABELED WITH THE LOT NUMBER(S) IT SERVES. ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL GENERAL APPENDIX A STANDARD DRAWINGS DATE: February 11, 2011 FIRE HYDRANT ASSEMBLY FIGURE A203 EXPANSION FIBER MATERIAL BETWEEN APPROX 7.5' X 3.5' MIN FIXED CONCRETE EDGES (TYP) 6" THICK CONCRETE SHEAR PAD WITH FIBERMESH 3' TO 5' TCONCRETE VALVE BOX SIDEWALK CURB r—ROAD COMPACTED J BACKFILL DUCTILE IRON CONCRETE ANCHOR I N G TEE JVALVE (REQUIRED AT DI ANCHORING ANCHORING TEE) COUPLING FDOT #57 STONE (6" MIN) SIDEWALK FIRE HYDRANT ASSEMBLY EDGE OF PAVEMENT POTABLE WATERMAIN SIDEWALK FIRE HYDRANT ASSEMBLY END EDGE OF PAVEMENT POTABLE WATERMAIN STANDARD CONFIGURATION ALTERNATE CONFIGURATION NOTES: 1. CENTER OF THE FLANGE CONNECTION SHALL BE 5" FROM THE TOP OF THE SLAB. 2. BARREL COLORS: PRIVATE HYDRANTS - RED; PUBLIC HYDRANTS - SILVER. 3. BONNET COLORS: TO BE DETERMINED BY FLOW TEST. GENERAL DATE: February 11, 2011 PRECAST CONCRETE MANHOLE FIGURE A301 MANHOLE FRAME & COVER SET COVERS FLUSH IN (SEE STANDARD DETAIL) PAVED AREAS FRAMES BEDDED IN MORTAR V11;1!'l T-6" MIN 2 COURSES OF BRICK (MIN) 3-0" MAX 8" 4 COURSES (MAX) OR MIN 5" TO MAX 10" HDPE ADJUSTING RING EXTERNAL MANHOLE - HEAT SHRINK SEAL (TYP) SEE NOTE 5 4-0" MIN 5" MIN APPROVED LINER PER SPECIFICATIONS 0.8D (EFFLUENT PIPE DIAMETER) BENCHING PER 12" MIN SPECIFICATIONS CONCRETE WITH ADMIX =fir` 611 ^'.. s. t. �<:...� �. ,yam.♦r��':. MIN 8" MIN 9„ 9„ 9„ F� 9„ F�2" FDOT # 57 STONE MIN INSIDE WALL OUTSIDE WALL PRE -PRIMED JOINT SURFACES PRE -PRIMED JOINT SURFACES PRE -MOLDED PLASTIC JOINT SEALER, APPLIED TO BOTH LIPS COMPLETED JOINT WITH SQUEEZE -OUT SQUEEZE -OUT, MIN 2' INTERIOR AND EXTERIOR NOTES: 1. DROP CONNECTIONS ARE REQUIRED WHENEVER INVERT OF INFLUENT SEWER IS 24" OR MORE ABOVE THE INVERT OF THE MANHOLE. SEE MANHOLE CONNECTION DETAIL. 2. ECCENTRIC CONE DESIGN MAY BE USED FOR CONFLICT RESOLUTION WITH OCU APPROVAL. 3. A FLOW CHANNEL SHALL BE CONSTRUCTED INSIDE MANHOLE TO DIRECT INFLUENT INTO FLOW STREAM. 4. LIFT HOLES THROUGH STRUCTURE ARE NOT PERMITTED. 5. WRAP TIGHTLY AROUND CASTING JOINTS AND APPLY HIGH INTENSITY PROPANE TORCH TO EFFECTIVELY SEAL THEM FROM GROUND WATER INFILTRATION. 6. HDPE ADJUSTING RINGS MAY BE SUBSTITUTED FOR BRICK RISERS. 7. SECTION HEIGHTS VARY AS REQUIRED, AND AS AVAILABLE, FROM APPROVED MANUFACTURERS LISTED IN APPENDIX D. CIVIL ENGINEERS 431 E. Horatio Avenue Suite 260 Maitland, Florida 32751 (407) 629-8330 00-S a o Uw O J J Q CD Q W n Z0 O w O U � V z Z Q W w w M LL Q O U O O w O Q ~ U o M Qin O YN ro ¢ O a LO wz Z r ~ o =a W� a J� 0 N '+ • .;"%j ••U- Z •i �4 cm 0 O:; �y % � o tz E O H t�O,• i z m 0 _jZ ,ram .o A 01 1111111110 m Lr U ¢I 0 JOB # 19085 DATE: 10/02/20 SCALE: N. T. S. DESIGNED BY: TTB DRAWN BY: TTB APPROVED BY: BSB C-914 ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL APPENDIX A STANDARD DRAWINGS ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL GENERAL APPENDIX A STANDARD DRAWINGS DATE: February 11, 2011 GRAVITY MANHOLE CONNECTION FIGURE A302 PRECAST MANHOLE WALL TEE INFLUENT SEWER PVC PLUG WITH TOP HALF (SEE NOTE 2) AREA OPEN 6 CONCRETE ENCASEMENT INLET CONNECTION AT INVERT MIN OF VERTICAL PIPE DROP PIPE (SEE NOTE 1) END GRAVITY OUTSIDE DROP CONNECTION (NEW MANHOLE) Yt�lq GRAVITY OUTSIDE DROP CONNECTION (EXISTING MANHOLE) PRECAST STAINLESS STEEL BAND PRECAST MANHOLE STAINLESS STEEL PIPE CLAMP MANHOLE WALL WALL PVC CAST IN -PLACE SEAL PVC RESILIENT CONNECTOR a NEW AND EXISTING MANHOLES NEW MANHOLES ONLY STANDARD CONNECTION NOTES: 1. DROP PIPE AND FITTINGS SHALL BE OF EQUAL SIZE AND MATERIAL AS THE INFLUENT SEWER. 2. AN OUTSIDE DROP CONNECTION SHALL BE REQUIRED FOR ALL INFLUENT LINES WHICH HAVE AN INVERT 2' OR MORE ABOVE THE MANHOLE INVERT. 3. CONTRACTOR TO COORDINATE THE PRESENCE OF UTILITIES INSPECTOR DURING CORING AND CONNECTIONS TO EXISTING MANHOLES. ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL APPENDIX A FIGURE GN DATE: 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. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING EXISTING UTILITY LOCATIONS. 2. SHOULD A PIPE EMERGENCY OCCUR, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OCU DISPATCH OPERATOR (407-836-2777) AND THE OCU INSPECTOR. 3. THE CONTRACTOR SHALL NOTIFY THE OCU CONSTRUCTION DIVISION AT LEAST SEVEN DAYS PRIOR TO COMMENCEMENT OF THE CONSTRUCTION PROJECT BY CALLING (407) 254-9798. 4. THE CONTRACTOR SHALL NOTIFY THE OCU CONSTRUCTION DIVISION AT LEAST 48 HOURS PRIOR TO ANY UTILITIES CONSTRUCTION BY CALLING (407) 254-9798. 5. THE MATERIALS, PRODUCTS, AND CONSTRUCTION OF ALL UTILITIES CONNECTING TO THE OCU SYSTEM SHALL BE IN CONFORMANCE WITH THE ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL. 6. ALL OCU MAINS AND FACILITIES WITHIN THE LIMITS OF THE PROJECT SHALL BE SUPPORTED AND PROTECTED AGAINST DAMAGE DURING CONSTRUCTION. 7. THE CONTRACTOR, AT THE CONTRACTOR'S EXPENSE, SHALL IMMEDIATELY REPAIR ALL DAMAGES TO OCU MAINS AND FACILITIES. IF THE REPAIR IS NOT MADE IN A TIMELY MANNER, AS DETERMINED BY OCU, OCU MAY PERFORM REQUIRED REPAIRS AND CLEANUP. THE CONTRACTOR WILL BE CHARGED FOR ALL EXPENSES ASSOCIATED WITH THE REPAIR. 8. THE CONTRACTOR SHALL ADJUST ALL EXISTING OCU MAINS AND FACILITIES IN CONFLICT WITH NEW GRADE, NEW OR ALTERED ROADWAYS, SIDEWALKS, DRIVEWAYS, OR STORM WATER IMPROVEMENTS. OCU FACILITIES TO BE ADJUSTED INCLUDE, BUT ARE NOT LIMITED TO PIPELINES, PUMP STATIONS, VALVE BOXES, AIR RELEASE VALVES, FIRE HYDRANTS, MANHOLE COVERS, AND METERS. 9. ONLY OCU SHALL OPERATE OCU WATER, WASTEWATER, AND RECLAIMED WATER VALVES. THE CONTRACTOR SHALL COORDINATE VALVE OPERATION WITH THE OCU INSPECTOR. FOR OPERATION OF MAINS NOT OWNED BY OCU, IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE WITH THE APPROPRIATE UTILITY REPRESENTATIVE. 10. CONSTRUCTION ACTIVITIES SHALL NOT CAUSE INTERRUPTIONS IN WATER, WASTEWATER, OR RECLAIMED WATER SERVICE. THE CONTRACTOR SHALL COORDINATE PRE -APPROVED INTERRUPTIONS OF SERVICE WITH THE OCU INSPECTOR 7 WORKING DAYS IN ADVANCE. ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL GENERAL APPENDIX A STANDARD DRAWINGS DATE: February 11, 2011 MANHOLE IN GRASS AREA FIGURE A303 4" BAR CONTINUOUS AROUND COLLAR. 3" MIN. COVER (TYP) MANHOLE COVER 2500 PSI CONCRETE AROUND MANHOLE z N GRADE 2500 PSI CONCRETE AROUND MANHOLE NOTES: 1. CLEARANCE OF 30" FREE FROM OBSTRUCTIONS IN ALL DIRECTIONS. 2. AREAS SUPPORTING CONCRETE COLLAR OR SLAB SHALL BE PROPERLY COMPACTED. 3. TOP OF MANHOLE SHALL BE 2" ABOVE FINISHED GRADE, CROWN OF ADJACENT ROADWAY, OR 100 YEAR FLOOD ELEVATION, WHICHEVER IS GREATER. 11. THE CONTRACTOR SHALL PROVIDE FOR BYPASSING AND/OR HAULING WASTEWATER DURING APPROVED INTERRUPTIONS OF WASTEWATER FLOWS AND CONNECTIONS. THE CONTRACTOR SHALL SUBMIT A BYPASS PLAN SIGNED AND SEALED BY A PROFESSIONAL ENGINEER TO OCU DEVELOPMENT ENGINEERING FOR APPROVAL PRIOR TO IMPLEMENTATION BY CONTRACTOR. 12. ALL VALVES INSTALLED AS PART OF THIS CONSTRUCTION PROJECT SHALL REMAIN CLOSED DURING CONSTRUCTION. KEEP VALVES ON ALL WET TAPS CLOSED UNTIL CLEARED BY FDEP. DO NOT CONNECT NEWLY CONSTRUCTED WATER MAINS TO ANY EXISTING WATER MAINS UNLESS CLEARED BY FDEP AND OCU. 13. THE CONTRACTOR SHALL PROVIDE A JUMPER ASSEMBLY WITH A BACKFLOW PREVENTER FOR MAKING TEMPORARY CONNECTIONS TO AN EXISTING POTABLE WATER SOURCE IN ORDER TO CHLORINATE AND FLUSH NEW WATER MAINS WITH POTABLE WATER. ANY TEMPORARY POTABLE WATER CONNECTIONS TO RECLAIMED WATER OR FORCEMAIN SHALL ALSO BE EQUIPPED WITH A BACKFLOW PREVENTER. 14. FOR PVC PIPE THAT WILL BE OWNED AND MAINTAINED BY OCU, NO PIPE BENDING IS ALLOWED. THE MAXIMUM ALLOWABLE TOLERANCE FOR JOINT DEFLECTION IS 0.75 DEGREES (3-INCHES PER JOINT PER 20 FT STICK OF PIPE.) ALIGNMENT CHANGE SHALL BE MADE ONLY WITH SLEEVES AND FITTINGS. 15. FOR NON -PVC PIPE THAT WILL BE OWNED AND MAINTAINED BY OCU, LONG RADIUS CURVES, EITHER HORIZONTAL OR VERTICAL, MAY BE INSTALLED WITH STANDARD PIPE BY DEFLECTIONS AT THE JOINTS. MAXIMUM DEFLECTIONS AT PIPE JOINTS, FITTINGS AND LAYING RADIUS FOR THE VARIOUS PIPE LENGTHS SHALL NOT EXCEED 75 PERCENT OF THE PIPE MANUFACTURER'S RECOMMENDATION. ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL GENERAL APPENDIX A STANDARD DRAWINGS I DATE: February 11, 2011 STANDARD MANHOLE FRAME AND COVER FIGURE A304 I RAISED 1-1/2" LETTERS FLUSH WITH TOP OF COVE SEWER PLAN 3/4" MIN 110 ELEVATION 2 - NON PENETRATING PICK HOLES MACHINED MATING SURFACES 1-1/2" MIN NOTES: 1. ONLY APPLIES TO UTILITIES OWNED AND MAINTAINED MANHOLES. "ORANGE COUNTY" SHALL NOT APPEAR ON PRIVATE MANHOLES. ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL APPENDIX A STANDARD DRAWINGS A GENERAL DATE: February 11, 2011 RESIDENTIAL SERVICE LOCATIONS (TYPICAL) FIGURE A118 r-PROPERTY LINE PROPERTY LINE --\ :C07111q CLEAN -OUT BOX P) /-LMBOX METER BOX ° DOUBLE CHECK VALVE (SEE NOTE 1) ER M M ;. POTABLE WATER M RIGHT-OF-WAY IIV.E" .' :•' METERS TYP SIDEW�PtK. • ,. '. .. SIDEWAEK' 4 a' RECLAIMEDT DOUBLE WATER SERVICE I WATER METERS CURB STOP > (SEE NOTE 2) (TYP) (TYP) C RB STOP CORPORATION STOP (TYP) n ° POTABLE WATER MAIN G w Lu O . Q .y...:s: ". .. °. EDGE.OF PAVi'YENT°... . i. J' cL1. w.� ,. o r:' • STREET q .. . ^'.. •:a' mow.. °' ^'°... a ,.. ° . a s .° e WA�TF;WATER G.RAViT•l MAIN°" ° MANHOLE, ° CAD c . A. TOR06'RArIONA 8TOP. ' p ` .'_°. _. "EDGE OF.PA'_VEM iNT . . :-A NOTE: 1. EACH POTABLE WATER SERVICE WILL SERVE TWO LOTS IF RECLAIMED WATER IS AVAILABLE. EACH SERVICE MUST BE EQUIPPED WITH A DOUBLE CHECK BACKFLOW PREVENTER. 2. EACH POTABLE WATER SERVICE WILL SERVE ONE LOT IF RECLAIMED WATER IS UNAVAILABLE. BACKFLOW PREVENTERS ARE NOT REQUIRED. 3. SITEWORK CONTRACTOR TO INSTALL WATER AND RECLAIMED WATER SERVICES PER DETAIL A120 AND WASTEWATER LATERALS PER DETAIL A305. 4. METER AND BOX TO BE INSTALLED BY OCU AND DOUBLE CHECK BACKFLOW PREVENTOR TO BE INSTALLED BY BUILDING PLUMBING CONTRACTOR. 5. WASTEWATER LATERAL CLEAN -OUTS TO BE INSTALLED BY BUILDING PLUMBING CONTRACTOR. GENERAL DATE: February 11, 2011 SERVICE LATERAL FIGURE A305 WYE WITH SEWER MAIN 6" BRANCH SIZE VARIES CLEAN -OUT (TYP) BEND WYE WITH •77) 6"BRANCH DOUBLE WYE WITH (TBEND6"BRANCH BU LOT PL LINE (SPLAN (TYP.)TEMP.PLUG...0NTS (SEE NOTES 2 AND 7) STAKE TO SHOW LOCATION OF TEMPORARY PLUG. (TYP.) FINISHED SLOPE TO TERMINAL DEPTH GRADE @ 1.0% MIN (TYP.) f ROTATES SPRING LINE TEMP PLUG SEWER MAIN (TYP.) (SEE NOTES 2 AND 7) SINGLE DOUBLE LATERAL LATERAL W O z L(TYP.) BUILDER'S PLUMBER(SEE NOTE 7) LOCATOR BALL 6" MAX BELOW PIPE (TYP) SEE NOTE 4 NOTES: 1. INVERT OF SERVICE LATERAL SHALL NOT ENTER SEWER MAIN BELOW SPRING LINE. 2. SERVICE LATERAL SHALL BE CAPPED BY DEVELOPER'S SITE -WORK CONTRACTOR. 3. WYE TO BE NO SHALLOWER THAN 3-FEET AND NO DEEPER THAN 5-FEET. 4. LOCATOR BALLS TO BE INSTALLED BY DEVELOPER'S SITE -WORK CONTRACTOR, ONE PER SERVICE. 5. ALL FITTINGS SHOWN ARE TO BE INSTALLED. 6. SERVICE CONNECTIONS SHALL BE PERMANENTLY MARKED BY CUTTING AN "S" IN THE CURB DIRECTLY OVER THE LATERAL. 7. BUILDER'S PLUMBER WILL REMOVE PLUG, INSTALL CLEANOUT, AND CONNECT SERVICE LATERAL TO HOUSE. ►'�I.11111�► ..•NA . CIVIL ENGINEERS 431 E. Horatio Avenue Suite 260 Maitland, Florida 32751 (407) 629-8330 a o J_ W O J w Q co Q W n I..f_ Z �[O w O U ILW Z Z Q W w w M LL Q O U O O w 0 Q ~ U 1''m M f. o IN �LO u"6:.ua CID p =� Q O:cZ =E Z to �� fah �• p z z (7 m z w z 0 U o N Z w� O_ N o W N > w W 0 � Nr���cO co10)j JOB # 19085 DATE: 10/02/20 SCALE: N. T. S. DESIGNED BY: TTB DRAWN BY: TTB APPROVED BY: BSB C-915 ARDEN PARK NORTH PARCEL ID. NO.: 04-22-28-0000-00-001 PHASE CITY OF OCOEE, FLORIDA HARDSCAPE, LANDSCAPE, &IRRIGATION CONSTRUCTION DOCUMENTS [To. rt,,., DESIGN STUDIO LANDSCAPE ARCHITECT TDC Design Studio, LLC 1516 E. Hillcrest St., Suite 105 Orlando, FL 32803 Phone: (407) 256-2625 Contact: Todd Clements, RLA IRRIGATION DESIGNER Insight Irrigation, LLC 37130 Oak Lane Umatilla, FL 32784 Phone: (352) 434-5015 Contact: Aaron Smith CIVIL ENGINEER PROJECT LOCATION Issued for PERMIT 16 DECEMBER 2020 Prepared for LENNAR HOMES 6750 Forum Drive, Suite 310 Orlando, FL 32821 Phone: (407) 563-8217 Contact: Dustin McGlinchey Dustin. McGlinchey@lennar.com 1 , • • ` 4 IL 1• , Boy rout Rd 437l. Hooper Farms Ro A Madden, Moorhead, and Stokes 431 E. Horatio Ave, suite 260 Maitland, FL 32751 Phone: (407) 629-8330 - C � • o° Contact: Chad Moorhead, PE > J x a J er Garden J y y E Story Rd - 43A eh a NlilApopka `3ai o 435). f hth tir � • 1 Lit_ n' - South Apopka t r3u, St . . •, K i° Forest Cdy � P -. 0, `4 Fl 3 �. 42a y t P anr- 41 e %Zar m d �• BunnekQ 4sa K,N ra a zTnn • � 1 • � � lo3A� Hillview Di • • r^ r cD d � w 424 Be kP !1I4 30 n �. / ene Rd W Keene Rd 1n $ � Z , .414) ��f!CNtl:Hlrq •d�Or y •. `` . dta • • tI 1 0na�nke \ A36A - 1 ca ■ 1 o L357 � 441 dJ € r VA 4%Beg9S Bid x m I:d vrry R�■'k 0 W Cormick Rd - Mc Cormick Rd I 'S_. + a 1 La t,4v - ArNr 9tn - a 1p 1424 434 ,alrr 431 Lo rt 435 • ke • r (� W Kennedy Blvd' N ' �•-* Clarcona - � n n2n � ee Rd '`� naOcg Oa/cona Ocoee Rd 43� .4 ■ � G�atcP . �, � �I � S1010 Blty 435 .-� ` z w • M 5D0 tak ow Hackney Prairie Pd � � `'s• 19 ♦ O v N �- a noroe North Ln r jrooked Lake +� L •• ' �3d r m • - � 1 chi_'- ` �a $ Wurst Rd m p0 Mims Rd ` n �� Indian Hill Rd I n ■ < � a r ♦ ' Shader Rd � I 3 431 r.- 3 410 e�ling Ave S�. r nk rry . 43, 1 p t Pe'R J' i ' Z# J (nos) aBl o z 2 r ' C _� O Ocoee Lak Ice m W I_ak y c J • _Y White Rd • White Rd g o o J 2 Story Rd ' 3 BalboaDl V�, nvnS1 - nsa) West Oaks Mall a d �N n L • 7 J z •-' 1 IAwne> of a Pine Hills a ` •<Goths lawn Meal - --' Orlovrsta • 3' Funeral Hometl •rRd J.'41r rn a .&�R' Roberson Rd • • • a/ v __�i! Ralegh Sr Ami • 3 65 i 424� y a , C423 43B I, 1 SHEETS INDEX ID-01 INDEX SHEET SP-01 SITE PLAN KEY MAP 0o bp�DSC�gp�°p°°000 �o LLaC�C0 66060 27 0 � a SUM 0000°0000 °°°° o� o oo 0000p0�°�0���00 12/16/2020 HARDSCAPE TODD D. CLEMENTS LA6666727 HS-01 HARDSCAPE PLAN HS-02 HARDSCAPE DETAILS, FINISHES & SPECIFICATIONS LANDSCAPE LS-01 LS-02 LS-03 LS-04 IRRIGATION IR-01 Eaton e I R-02 �llrr • 1 R-03 IR-04 IR-05 I � y ��aory� WPar St Laker / Bryn Mawr St ando � a4, K25 Lake m Mann - r Ilk PARTIAL LANDSCAPE PLAN PARTIAL LANDSCAPE PLAN PLANTING DETAILS PLANT SCHEDULE & LANDSCAPE SPECIFICATIONS PARTIAL IRRIGATION PLAN PARTIAL IRRIGATION PLAN IRRIGATION DETAILS IRRIGATION SPECIFICATIONS IRRIGATION SCHEDULES 1 1 2 3 i 4 A 0 7 li 0 F E C C 1:3 0 GENERAL NOTES I. SEE CIVIL EN6INEERIN6 DRAWIN65 FOR GENERAL &RADIN6 OF THE SITE, INCLUDING FINISH 6RADE5 FOR PARKING LOTS, ROADWAYS, SIDEWALKS, AND PLANTING AREAS. 2. THE CONTRACTOR SHALL BECOME FAMILIAR WITH THE PROJECT 51TE PRIOR TO BIDDING THE WORK. THE CONTRACTOR SHALL FIELD VERIFY ALL EXI5TIN6 CONDITIONS AND LOCATION OF PROPOSED IMPROVEMENTS PRIOR TO INITIATING ANY CONSTRUCTION. 3. LOCATION OF ALL UTILITIES AND BASE INFORMATION 15 APPROXIMATE. CONTRACTOR SHALL VERIFY ALL UNDERGROUND UTILITIES AND OBSTRUCTIONS PRIOR TO INITIATING WORK. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR OR REPLACEMENT OF ANY DAMAGE TO EXISTING ELEMENTS ABOVE OR BELOW GROUND TO ITS ORIGINAL CONDITION AND TO THE SATISFACTION OF THE OWNERS REPRESENTATIVE. 4. THE OWNER'S REPRESENTATIVE SHALL HAVE THE RIGHT, AT ANY STAGE OF THE OPERATIONS, TO REJECT ANY AND ALL WORK AND MATERIAL WHICH, IN HIS OPINION, DO NOT MEET WITH THE REQUIREMENTS OF THESE PLANS AND SPEGIFICATION5. 5. ALL 6RADE5, DIMENSIONS, AND EXISTING CONDITIONS SHALL BE VERIFIED BY THE CONTRACTOR ON-51TE BEFORE CONSTRUCTION BEGINS. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE. 6. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS ON THE JOB SITE PRIOR TO START OF CONSTRUCTION AND/OR FABRICATION. CONTRACTOR SHALL NOTIFY OWNER'S REPRESENTATIVE OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN ON THESE DRAWIN65. T. REPORT ANY DISCREPANCIES BETWEEN THE CONSTRUCTION DRAWIN65 AND FIELD CONDITIONS TO THE OWNER'S REPRESENTATIVE. 8. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY SAFETY MEASURES DURING CONSTRUCTION OPERATIONS TO PROTECT THE PUBLIC ACCORDING TO ALL APPLICABLE CODES AND RECOGNIZED LOCAL PRACTICES. 4. THE CONTRACTOR SHALL COORDINATE ACCESS AND STA6IN6 AREAS WITH THE OWNER'S REPRESENTATIVE. THE CONTRACTOR SHALL MAINTAIN ALL EXISTING EROSION AND SEDIMENTATION CONTROL MEA5URE5 DURING CONSTRUCTION. PROVIDE ADDITIONAL MEASURES AS NECESSARY TO MINIMIZE ADVERSE IMPACTS IN ACCORDANCE WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL CODES. 10. NO 5UB5TITUFION5 SHALL BE MADE WITHOUT WRITTEN CONSENT OF THE OWNER'S REPRESENTATIVE. DURIN6 THE COURSE OF THI5 WORK, EXCESS WA5EE MATERIAL SHALL BE REMOVED DAILY FROM THE SITE. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SCHEDULING AND COORDINATION OF WORK WITH OTHER TRADES AND THE OWNER'S REPRESENTATIVE. 12. THE CONTRACTOR SHALL NOTIFY ALL NEGE55ARY UTILITY COMPANIES 48 HR5 MINIMUM PRIOR TO DIGGING FOR FIELD VERIFICATION OF ALL UNDERGROUND UTILITIES. 13. ALL EXI5TIN& SITE ROADS, PARKING LOTS, CURBS, UTILITIES, 5EWER5, AND OTHER ELEMENTS TO REMAIN SHALL BE FULLY PROTECTED FROM ANY DAMAGE UNLESS OTHERWISE NOTED. 14. CONTRACTOR 15 RESPONSIBLE TO INCLUDE ALL NEGE55ARY ITEMS TO FULLY COMPLETE AN ASSEMBLY, SYSTEM, OR ITEM OF WORK AS SHOWN IN THE DRAWINGS. ANY ITEMS NOT IDENTIFIED OR SPECIFIED IN THESE DRAWINGS, BUT REQUIRED TO COMPLETE THE WORK SHALL BE PROVIDED BY THE CONTRACTOR. 15. CONTRACTOR 15 RESPONSIBLE FOR PLAGIN6 ALL ITEMS OF WORK IN THE CORRECT LOCATIONS PER THE DRAWIN65. THIS MAY INCLUDE SURVEYING THE PROJECT SITE. DIGITAL DRAWIN6 INFORMATION AND/ OR NORTHING AND EA5TIN6 COORDINATES FOR USE BY THE CONTRACTOR CAN BE PROVIDED BY THE LANDSCAPE ARCHITECT UPON REQUEST. THE LANDSCAPE ARCHITECT IS NOT RESPONSIBLE FOR INACCURACIES IN THE BASE INFORMATION AND PROJECT COORDINATES PROVIDED BY THE CIVIL EN61NEER OR PROPERTY SURVEYOR THAT 15 INCORPORATED BY REFERENGE IN THESE DRAWINGS. LANDS�AFE NOTE I. THE CONTRACTOR SHALL REVIEW ARCHITECTURE/EN(SINEERIN6 PLANS TO BECOME THOROUGHLY FAMILIAR WITH SURFACE AND SUBSURFACE UTILITIES. 2. THE PLANT QUANTITIES SHOWN ON THE LANDSCAPE CONTRACT DOCUMENTS ARE FOR THE CONVENIENCE OF THE CONTRACTOR. THE CONTRACTOR 15 RESPONSIBLE FOR VERIFYING ALL QUANTITIES AND REPORTING ANY DISCREPANCIES IN WRITING TO THE LANDSCAPE ARCHITECT FOR CLARIFICATION WITHIN TWO WEEKS OF CONIRAGT AWARD AND PRIOR TO THE COMMENCEMENT OF WORK. ALL REQUESTS FOR SUBSTITUTION DUE TO LACK OF AVAILABILITY MUST BE MADE TO THE OWNER'S REPRESENTATIVE IN WRITING WITHIN THI5 PERIOD. NO SUBSTITUTION SHALL BE PERMITTED WITHOUT PRIOR WRITTEN APPROVAL FROM THE OWNER'S REPRESENTATIVE. THE CONTRACTOR 15 RESPONSIBLE FOR EXHAUSTING ALL MEANS POSSIBLE TO OBTAIN THE MATERIALS AS SPECIFIED PRIOR TO REQUESTING SUBSTITUTION. IN ORDER TO BE CONSIDERED BY THE OWNER'S REPRESENTATIVE AS VIABLE ALTERNATES PLANTS MUST SHARE THE SAME GENERAL APPEARANGE/ FORM, INSTALLATION SIZE, MATURE SIZE, GOLOR, QUALITY AND 6ROWTH HABIT. MATERIALS MUST BE OFFERED AT NO ADDITIONAL COSTS TO THE OWNER. 3. ALL INSTALLATION OF PLANT MATERIAL SHALL COMPLY WITH APPLICABLE JURISDICTIONAL CODES. THE CONTRACTOR 15 RESPON5IBLE FOR OBTAINING ALL PERMITS A5500IATED WITH THIS WORK. 4. PRIOR TO PLANTING INSTALLATION, THE CONTRACTOR SHALL CONFIRM THE AVAILABILITY OF ALL THE SPECIFIED PLANT MATERIALS. SUBMIT DATED PHOTOGRAPHS OF TREE MATERIAL AND SPECIMEN PLANT MATERIAL TO THE OWNER'S REPRESENTATIVE FOR REVIEW. 5. ALL PLANT MATERIAL 51ZE-5 SPECIFIED ARE MINIMUM SIZES. CONTAINER 51ZE SHALL BE INCREASED IF NECESSARY TO PROVIDE OVERALL PLANT 51ZE SPECIFIED. 6. IF PLANT MATERIAL DOES NOT COMPLY WITH THE REQUIREMENTS AS SPECIFIED HEREIN, THE OWNER'S REPRESENTATIVE RESERVES THE RIGHT TO REJECT SUCH PLANTS AND REQUIRE THE CONTRACTOR TO REPLACE REJECTED WORK AT NO ACVE12 COST TO THE OWNER AND CONTINUE SPECIFIED MAINTENANCE UNTIL REINSPECTED AND FOUND TO BE ACCEPTABLE. 1. THE CONTRACTOR SHALL PROVIDE AN APPROVED PLANTING SOIL MIXTURE FOR ALL PLANT MATERIAL. SEE SPECIFICATIONS FOR REQUIREMENTS. 8. THE GONTRAGTOR SHALL BE RESPONSIBLE FOR STABILITY AND PLUMB CONDITION OF ALL TREE-5 AND SHRUBS, AND SHALL BE LEGALLY LIABLE FOR ANY DAMAGE CAUSED BY INSTABILITY OF ANY PLANT MATERIALS. 5TAKIN6 OF TREES OR SHRUBS SHALL BE DONE IN ACCORDANCE WITH PLANS AND SPECIFICATIONS. q. THE CONTRACTOR SHALL INSURE ADEQUATE VERTICAL DRAINAGE IN ALL PLANT BEDS AND PLANTERS. IF INADEQUATE VERTICAL DRAINAGE 15 ENCOUNTERED, THE CONTRACTOR SHALL SUBMIT RECOMMENDATIONS FOR PROVIDING ADEQUATE DRAINAGE TO THE OWNER'S REPRESENTATIVE. IN WET OR POORLY DRAININ6 SOILS THE CONTRACTOR SHALL INSTALL ALL PLANTS TO MAXIMIZE DRAINAGE AND MINIMIZE POOLING OF WATER AROUND PLANTINGS. THIS MAY INCLUDE L005ENIN6 OF EXISTING SOILS AND PROVIDING SOIL AMENDMENTS TO ENSURE ADEQUATE DRAINAGE. 10. PEG, 50D ON SLOPES GREATER THAN 1:3 (33% SLOPE). 11. THE CONTRACTOR SHALL EN6A6E A QUALIFIED TREE SURGEON WHO HAS SUCCESSFULLY COMPLETED TREE PROTECTION AND TREE TRIMMING WITH FIVE YEARS OR MORE EXPERIENCE, TO PERFORM THE FOLLOWING WORK: A. REMOVE BRANCHES FROM TREES THAT ARE TO REMAIN, IF REQUIRED, AS DIRECTED BY OWNER'S REPRESENTATIVE. B. PERFORM INITIAL PRUNING OF BRANCHES AND STIMULATION OF ROOT GROWTH WHERE REMOVED TO ACCOMMODATE NEW CONSTRUCTION. C. PERFORM TREE REPAIR WORK FOR DAMAGE INCURRED BY NEW CONSTRUCTION. 12. CONTRACTOR SHALL PROVIDE TEMPORARY IRRIGATION SYSTEM FOR RELOCATED TREES. 13. CONTRACTOR SHALL PROTECT EXISTING VEGETATION TO REMAIN AS SHOWN ON DRAWIN65 OR BY MEANS APPROVED BY THE OWNER'S REPRESENTATIVE. ALL EXISTING PLANT BEDS TO REMAIN WITHIN THE CONSTRUCTION LIMIT LINE SHALL BE LEFT UNDISTURBED. EXISTING TREES TO REMAIN, AS NOTED ON THE DRAWIN65, SHALL BE LEFT UNDISTURBED AND PROTECTED BY WOODEN BARRICADES ERECTED AT THE PERIMETER OF THE TREE DRIP -LINE (5). NO VEHICLE SHALL TRAVERSE THI5 AREA NOR SHALL ANY STORAGE OF MATERIALS OR EQUIPMENT BE PERMITTED WITHIN THE AREA OF THE TREE DRIP-LINE(5). ANY EXISTING PLANT BEDS OR TREES DAMAGED BY CONSTRUCTION ACTIVITY SHALL BE REPLACED BY THE RESPONSIBLE PARTY AT THEIR OWN EXPENSE. 14. CONTRACTOR TO GLEAN, PRUNE, AND SHAPE_ EDGES OF EXISTING VEGETATION AS DIREGTED BY OWNER'S REPRESENTATIVE. CREATE SMOOTH BED LINES AROUND EXI5TIN6 VEGETATION. I5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING EXISTING VEGETATION AS REQUIRED AND PREPARING PLANTING AREAS PRIOR TO INSTALLATION OF PLANT MATERIALS. 16. THE LANDSCAPE CONTRACTOR 15 RESPONSIBLE FOR ERADICATING WEEDS AND UNWANTED PERENNIAL VEGETATION WITHIN THE LIMITS OF ALL PLANTING AREAS PRIOR TO BEGINNING LANDSCAPE_ INSTALLATION. PERENNIAL WEEDS AND GRASSES TO BE REMOVED INCLUDE, BUT ARE NOT LIMITED TO, NUT GRASS, PUNCTURE VINE, MORNING GLORY, DOG FENNEL, TORPEDO GRASS,13ERMUDA GRASS, BAHIA GRASS, KIKUYU GRASS, GRAB GRASS, CARPET GRASS, SED6E AND OTHER NOXIOUS AND/OR INVA5IVE WEEDS. THE SITE 15 TO BE MAINTAINED WEED FREE THROUGHOUT PLANTING OPERATIONS. 11. THE LANDSCAPE GONTRAGTOR IS RESPONSIBLE FOR PRE -TILLAGE TO SCARIFY SOILS IN ALL PLANTING AREAS TO A MINIMUM DEPTH OF 4". DENSELY COMPACTED AREAS BETWEEN 65% AND qO% ARE TO BE CRO55 RIPPED TO A MINIMUM 8" DEPTH. IN THE PROCESS OF TILLING ARE UNACCEPTABLE MATERIALS INCLUDING, BUT NOT LIMITED TO, FOREIGN DEBRIS, CONSTRUCTION WASTE, ROOTS, CONCRETE, ASPHALT AND ROCKS GREATER THAN 1/2" DIAMETER ON AVERAGE. IN AREAS TO RECEIVE SOD TILL IN FERTILIZER TO A DEPTH OF 2" AT A RATE OF 12 POUNDS PER CUBIC FT. 18. ALL PLANTING BEDS SHALL BE STAKED IN ACCORDANCE WITH THE PLANS AND APPROVED BY THE LANDSCAPE ARCHITECT OR OWNERS REPRESENTATIVE PRIOR TO PLANTING. THE LANDSCAPE CONTRACTOR SHALL PROVIDE STAKES OR IRR16ATION FLAGS TO LOCATE THE ED6E5 OF ALL SHRUB AND 6ROUNDGOVER PLANT BEDS AND INDIVIDUAL TREES AND PALMS. ALL SHRUB AND 6ROUNDOOVER MATERIALS MUST BE LAID OUT IN THEIR CONTAINERS WITH THE APPROPRIATE 5PACIN6 FOR OWNERS REPRESENTATIVE REVIEW AND APPROVAL. THE OWNER RESERVES THE RIGHT TO MAKE FIELD ADJUSTMENTS TO PLANT LAYOUT AS PART OF THI5 REVIEW. FAILURE BY THE LANDSGAPE CONTRACTOR TO OBTAIN LAYOUT APPROVAL FROM THE OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION MAY RESULT IN THE REMOVAL AND REINSTALLATION OF MATERIALS BY THE CONTRACTOR AT NO ADDITIONAL COSTS TO THE OWNER. IF EXI5TIN6 CONDITIONS DO NOT ALLOW THE DE516N TO BE LAID OUT AS SHOWN, NOTIFY THE LANDSCAPE_ ARCHITECT IMMEDIATELY Iq. UNLE55 EXPLICITLY 5HOWN ON DRAWINGS, NO TREES SHALL BE PLANTED WITHIN DESIGNATED UTILITY CORRIDORS, PUBLIC RIGHTS OF WAY NOR LOCATED WITHIN FOUR FEET (4) OF ANY SMILE CENTERLINE, BUILDING, OR STRUCTURE IDENTIFIED ON THE PRAAIN65 OR EXISTING IN THE FIELD. NO CANOPY TREES SHALL BE PLANTED WITHIN 15 FEET OF EXI5TIN6 OVERHEAD POWER LINES, WITHIN 4 FEET OF ANY PAVED SURFACE, OR UNDER CANOPY TREES THAT LIMIT ACCESS TO LIGHT AND ROOM TO GROW. FIELD ADJUST AS NEGE55ARY AND REVIEW ADJUSTMENTS WITH THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 20. ALL PROP05ED TREES SHALL BE INSTALLED EITHER ENTIRELY IN OR ENTIRELY OUT OF PLANTING BEDS. PLANTING BED OUTLINES SHALL NOT BE OBSTRUCTED AND SHALL BE SMOOTH AND FLOWING. IF TREES ARE LOCATED OUTSIDE PLANTING BEDS IN 6RA55 AREAS, MAINTAIN A MINIMUM THREE FEET V WIDE OFFSET TO ALLOW FOR MOWERS TO MANEUVER. 21. THE LANDSCAPE CONTRACTOR SHALL VERIFY THE EXTENT OF 50D E TURF WORK IN THE FIELD. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING 50D 8 TURF IN THE AREAS SHOWN ON THE PLAN IN SUFFICIENT QUANTITY TO PROVIDE FALL COVERAGE. ADDITIONAL GRA55 REQUIRED WILL BE ADJUSTED BASED ON A SQUARE FOOTAGE UNIT PRICE. AREAS TO BE SODDED SHALL BE AMENDED PER 501L5 REPORT TO PROVIDE REQUIRED NUTRIENTS AND SOIL PH OF BETWEEN 6D AND T.O. 22. CONTRACTOR SHALL FIELD -ADJUST LOCATION OF PLANT MATERIAL FOR THE REVIEW AND APPROVAL OF THE OWNER'S REPRESENTATIVE PRIOR TO INITIATING INSTALLATION. 23. ALL PLANT MATERIAL SHALL BE IN FULL AND STRICT ACCORDANCE WITH FLORIDA NO. I GRADE, ACCORDING TO THE "6RADE5 AND STANDARDS FOR NUR5ERY PLANTS" PUBLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 24. ALL PLANTING 13EI25 SHALL BE TOP-PRE55ED WITH A 3" LAYER OF MULCH AS SPECIFIED. ALL TREES SHALL HAVE A 3" DEEP, 24" RADIUS (FROM THE TRUNK) MULCH RING, PLACED AROUND THE BASE OF THE TRUNK. ON HELL DRAINED 501L,THE MULCH RING SHALL BE MOUNDED AT ITS E06E5 TO RETAIN WATER WITHIN THE TREE RING. ON POORLY DRAINED SOIL, THE MULCH RING SHALL BE MOUNDED AT THE TRUNK TO 5HED WATER AWAY FROM THE TREE. 25. SHRUB AND 6ROUN12 COVER BED QUANTITIES ARE INDICATED ON THE PLANT LIST. PLANT ACCENT SHRUBS AND TREES AS 5HOWN ON THE LANDSCAPE PLANTING PLANS WHEN INDIVIDUAL PLANTS ARE DELINEATED. 26. PALM HEIGHTS, A5 INDICATED ON THE PLANS, REFER TO CLEAR TRUNK (C.TJ, GRAY WOOD (6.WJ, OR OVERALL HEIGHT (O.AJ AS SPECIFIED ON THE PLANT LIST. 21. CONTRACTOR SHALL COORDINATE ALL PLANTING WORK WITH IRRIGATION WORK. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL HAND WATERING AS REQUIRED TO SUPPLEMENT IRRIGATION WATERING AND RAINFALL. 28, CONTRACTOR SHALL BE RESPONSIBLE FOR HAND WATERING IN ALL PLANTING AREAS, REGARDLESS OF THE STATUS OF EXI5TIN6 OR PROPOSED IRRIGATION. 2q. CONTRACTOR SHALL RE6RADE ALL AREAS DISTURBED BY PLANT REMOVAL, RELOCATION, AND/OR INSTALLATION WORK. 30. CONTRACTOR SHALL REPLACE (BY EQUAL SIZE AND QUALITY) ANY AND ALL EXI5TIN6 PLANT MATERIAL DISTURBED OR DAMAGED BY PLANT REMOVAL, RELOCATION, AND/OR INSTALLATION WORK. 31. MAINTENANCE SHALL BEGIN AFTER EACH PLANT HAS BEEN INSTALLED AND SHALL CONTINUE UNTIL THE DATE OF SUBSTANTIAL COMPLETION. MAINTENANCE INCLUDES WATERIN6, FRUNIN6, WEEDIN(5, MULCHING, REPLACEMENTS OF SICK OR DEAD PLANTS, AND ANY OTHER CARE NEGE55ARY FOR THE PROPER 6ROWTH OF THE PLANT MATERIAL. 32. UPON COMPLETION OF ALL LANDSCAPING, AN INSPECTION FOR SUBSTANTIAL COMPLETION OF THE WORK SHALL BE HELD. THE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE FOR SCHEDULING THE INSPECTION AT LEAST SEVEN (1) DAYS PRIOR TO THE ANTICIPATED INSPECTION DATE. 55. CONTRACTOR SHALL SUBMIT WRITTEN GUARANTEE OF SURVIVABILITY OF ALL PLANT MATERIAL FOR A P 1012 OF ONE YEAR FROM DATE OF SUBSTANTIAL COMPLETION. 34. CONTRACTOR MUST APPROVE ALL GRADED AREAS PRIOR TO THE COMMENCEMENT OF PLANTING. 55. THE CONTRACTOR SHALL BEAR ALL COSTS OF TESTING OF SOILS, AMENDMENTS, ETC. ASSOCIATED WITH THE WORK. SEE SPECIFICATIONS FOR ADDITIONAL TE5TIN6 REQUIREMENTS. 96. THE LANDSCAPE CONTRACTOR SHALL PROVIDE THE OWNERS REPRESENTATIVE WITH RECORD COPIES OF ALL REGEIPTS, INVOICES, AND/ OR 5HIPPIN6 MANIFESTS FOR ALL MATERIALS, INCLUDING PLANTS AND SOD, DELIVERED TO THE PROJECT SITE BY THE CONTRACTOR OR A SUPPLIER TO THE CONTRACTOR. DELIVERY OF ALL FERTILIZER AND SOIL AMENDMENT MATERIALS MUST BE IN ORIGINAL, UNOPENED CONTAINER'S BEARING MANUFACTURER'S GUARANTEED CHEMICAL ANALYSIS, NAME, TRADE MARK AND CONFORMANCE WITH STATE LAW. HAl:;)SCAFE NOTES 1. SEE CIVIL ENGINEERING DRAWIN65 FOR 6ENERAL GRADING OF THE SITE, INCLUDING SIDEWALK AND FINISH GRADES FOR PARKING LOTS, ROADWAYS, SIDEWALKS, AND PLANTING AREAS. 2. ALL PAVEMENT SHALL BE STAKED IN THE FIELD FOR APPROVAL BY THE OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION. ALIGNMENT MAY BE ADJUSTED UPON APPROVAL TO ACCOMMODATE EXI5TIN6 51TE ELEMENTS. 3. SLOPES OF WALK5 TO BE NO GREATER THAN FIVE PERCENT, UNLESS EXPRE55LY NOTED OTHERWISE. OR055-SLOPE OF WALKS NOT TO EXCEED TWO PERCENT. SEE CIVIL DRAWIN65 FOR ADDITIONAL LAYOUT AND INSTALLATION DETAILS. SEE HARD5GAPE DRAWING5 FOR FINISH PATTERNS. 4. ALL COLORS AND MATERIALS SHALL BE APPROVED BY THE OWNER'S REPRESENTATIVE. FOR THI5 PURPOSE, THE CONTRACTOR SHALL CONSTRUCT OR SUBMIT AS DIRECTED BY THE OWNER'S REPRESENTATIVE PANELS DEPICTING PROPOSED FIN15HE5 AND COLORS FOR REVIEW AND APPROVAL. 5. ALL NAILS, LAG, SCREWS, BOLTS AND MISCELLANEOUS FASTENERS SHALL BE HOT DIPPED GALVANIZED OR A CORROSION RESISTANT ALLOY. FOUNDATIONS b. FOOTINGS HAVE BEEN DESIGNED FOR A MAXIMUM ALLOWABLE 501L BEARING VALUE OF 2000 PSF. IN -PLACE SOILS TO BE UNIFORMLY COMPACTED AND TESTED TO ENSURE MINIMUM 501L BEARING PRESSURE CAPACITY OF 2,000 P5F. 1. PREPARATION FOR AND CONSTRUCTION OF WALL/GOLUMN FOOTIN6(5) TO BE IN COMPLIANCE WITH THE APPLICABLE CHAPTERS AND SECTIONS OF AGI 552R 8. ANY ADDITIONAL FILL MATERIAL REQUIRED SHALL CONSIST OF 501L5 THAT CONTAIN NOT MORE THAN 12% OF FINES (SILT OR CLAY PARTICLES) PA551N6 A NO. 200 SIEVE AND SHALL BE PLACED IN UNIFORM LAYERS NOT EXCEEDING 12.0 INCHES LOOSE. EACH LAYER SHALL BE SYSTEMATICALLY AND UNIFORMLY COMPACTED IN THE MANNER AND TO THE DEGREE SPECIFIED FOR THE IN -PLACE SOILS. CONCRETE q. STRUCTURAL CONCRETE, INCLUDING FOOTINGS, SHALL CONFORM TO THE REQUIREMENTS OF AGI 501 AND SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH IN 28 DAYS OF 3000 PSI UNLESS OTHERWISE NOTED. CONCRETE FOR SLABS ON -GRADE SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH IN 28 DAYS OF 2500 P51. 10. CONCRETE, WHEN PLACED, SHALL HAVE A MAXIMUM SLUMP OF 5 INCHES AND A MINIMUM OF 3 INCHES. 11. ALL REINFORCING SHALL CONFORM TO A5TM b15 FOR 6RADE b0 STEEL; NELDED WIRE MESH TO A5TM A-185. 12. CHECK ALL DRAWIN65 AND APPLICABLE MANUFACTURERS SHOP DRAY065 FOR LOCATION OF ALL EMBEDDED ITEMS SUCH AS PIPE SLEEVES, ANCHOR BOLTS, ETC., PRIOR TO PLAGIN& CONCRETE. IS. #5 REINFORCEMENT FOR CONTINUOUS FOOTINGS SHALL BE CONTINUOUS AND SPLICED WITH A FULL 30-INCH LAP. 14. PROTECT FRESHLY PLACED CONCRETE FROM PREMATURE DRYING AND EXCESSIVE GOLD OR HOT TEMPERATURES. START INITIAL GURIN6 AS 50ON AS FREE WATER HAS DISAPPEARED FROM THE CONCRETE SURFACE AFTER PLACING AND FINISHING. KEEP CONTINUOUSLY MOIST FOR NOT LESS THAN T DAYS IN ACCORDANCE WITH AGI 501 PROCEDURES. PERFORM GURIN6 OF THE CONCRETE BY GURIN6 AND 5EALIN6 COMPOUND, BY M015T CURING, BY MOISTURE RETAINING COVER CURING OR BY COMBINATION THEREOF. 15. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR THE REINFORCEMENT: A. CONCRETE CAST A6AIN5T AND PERMANENTLY EXF05ED TO EARTH; 3 INCHES. B. FORMED CONCRETE EXPOSED TO EARTH OR WEATHER; #5 BARS AND SMALLER, 1 1/2 INGHE5; #6 BARS AND LARGER, 2 INCHES. MASONRY lb. CONCRETE MASONRY UNITS SHALL CONFORM TO THE REQUIREMENTS OF ASTM 090 FOR LOAD BEARING MASONRY WITH A MINIMUM F'M OF 1500 P51. BRIGK MA50NRY UNITS SHALL GONFORM TO A5TM G-b2 FOR STRUCTURAL AND NON-STRUCTURAL MASONRY. REFER TO DRARN65 FOR SPECIFIC TYPE OF BRICK MASONRY LAYOUT PATTERNS. T MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL THE REQUIREMENTS OF THE "SPECIFICATIONS FOR MASONRY STRUCTURES" (AGI 530.1-115/A5GE b-g6/TM5 602-02), A5 PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. 15. MASONRY CONSTRUCTION SHALL BE PERFORMED UNDER THE DIRECT SUPERVISION OF A "CERTIFIED STRUCTURAL MASONRY CONTRACTOR" OR "CERTIFIED STRUCTURAL MASON" AS RECOGNIZED BY THE FLORIDA CONCRETE AND PRODUCTS ASSOCIATION (FGBPA). THE SENIOR MA50NRY SUPERVISOR WILL BE RESPONSIBLE TO ASSURE THAT THE WORK 15 ACCOMPLISHED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. Ill. ALL MORTAR SHALL BE TYPE M OR 5 IN ACCORDANCE WITH A5TM G 210. 20. GROUT SHALL HAVE A MINIMUM SLUMP OF 8 INCHES AND A MAXIMUM SLUMP OF II INCHES, BE IN GONFORMANGE WITH ASTM C 416, AND ATTAIN A COMPRESSIVE 5TREN6TH OF 1800 PSI. 21. CONCRETE MASONRY UNITS SHALL BE PLUMB, TRUE TO LINE, WITH LEVEL COURSES ACCURATELY SPACED AND BUILT TO THE THICKNESS AND IN A RUNNING BOND AS INDICATED AND CONFORMING TO THE TOLERANCES SPECIFIED IN AGI 531.1 AND 530.1. CONCRETE UNITS SHALL BE STORED OFF OF THE GROUND SURFACE AND COVERED TO PROTECT THEM FROM ABSORBIN6 RAIN OR BEING CONTAMINATED WITH OTHER FOREIGN MATTER. CONCRETE UNITS SHALL BE DRY WHEN LAID. EACH UNIT SHALL BE ADJUSTED TO FINAL P051TION IN THE WALL WHILE THE MORTAR 15 STILL SOFT AND PLASTIC. ANY UNIT DISTURBED AFTER THE MORTAR HAS STIFFENED SHALL BE REMOVED AND RE-LAID WITH FRESH MORTAR. VERTICAL CELLS SHALL BE ALIGNED TO PROVIDE A GONTINUOUS, UNOBSTRUCTED OPENING. ALL ANCHORS, ACCESSORIES, FLASHING AND OTHER ITEMS TO BE BUILT-IN SHALL BE INSTALLED AS THE MASONRY WORK PROGRESSES. ALL GUTTIN6 AND FITTIN6 OF MASONRY, INCLUDING THAT REQUIRED TO ACCOMMODATE THE WORK OF OTHERS SHALL BE DONE BY MASONRY CRAFTSMEN WITH MASONRY SAWS. LOCATE GONTROL JOINTS AT 20 FEET ON CENTER MAXIMUM, AT ALL GOLUMN5, AND AT CHANGES IN DIRECTION. CAULK THE EXPOSED 51DE OF ALL JOINTS WITH BACKER ROD AND SEALANT. COLOR OF SEALANT TO MATCH WALL COLOR. 22. HOLLOW UNITS SHALL BE LAID WITH FULL HEAD AND BED JOINTS TO THE THICKNESS OF THE FACE SHELL AS A MINIMUM. THE WE55 SHALL AL50 BE BEDDED IN ALL GOUR5E5, 5TARTIN6 AT THE FOUNDATION, ADJACENT TO CELLS TO BE REINFORCED AND/OR FILLED WITH &ROUT OR CONCRETE. MORTAR JOINTS SHALL BE TOOLED WHEN THE MORTAR 15 "THUMBPRINT" HARD, BOTH ON THE IN51DE AND OUTSIDE SURFACES OF THE BUILDING WALL, WITH A TOOL PRODUCING A CONCAVE SURFACE. BED JOINTS SHALL BE 3/8 " + 1/5" IN THICKNESS; HEAD JOINTS SHALL BE 3/8" (-1/4", +3/8"). 25. ALL REINFORGIN6 STEEL TO BE GRADE 60 PER A5TM A-615. REINFORGIN6 BAR5 SHALL BE PLACED IN THE MIDDLE OF THE CELLS AND TIED OR OTHERWISE SECURELY SUPPORTED AT THE TOP AND BOTTOM TO ENSURE THAT THE BAR DOES NOT MOVE DURING GROUTING. MINIMUM LAP AT ALL SPLICES OR DOWELS SHALL BE 30 INCHES UNLESS OTHERWISE NOTED ON THE DRAWIN65. 24 &ROUTIN6 SHALL BE ACCOMPLISHED IN 4 FOOT LIFTS FOR CONCRETE MA50NRY AND 2 FOOT LIFTS FOR BRICK MASONRY. EACH LIFT SHALL BE MECHANICALLY CONSOLIDATED INTO THE PREVIOUS LIFT WHEN PLACED 50 AS TO PREVENT GOLD JOINTS. RECONSOLIDATE AS REQUIRED. FOR CONCRETE MASONRY, A 12 SQUARE INCH GLEANOUT OPENING SHALL BE PLACED AT THE BOTTOM OF EACH CELL TO BE FILLED AND IT SHALL BE THOROUGHLY GLEANED OUT PRIOR TO FILLING OF THE CELL. FOR BRICK MASONRY, PUDDLE GROUT DURING AND AFTER PLACEMENT TO ENSURE COMPLETE FILLING OF GROUT SPADE. GROUT PLACEMENT STOPPED FOR MORE THAN ONE HOUR SHALL BE STOPPED BELOW THE TOP OF THE MASONRY UNIT 1-1/2" TO PROVIDE A KEY FOR SUBSEQUENT GROUTING. 25. THE MINIMUM CONTINUOUS UNOBSTRUCTED CELL AREA IN CELL TO RECEIVE GROUT MUST NOT BE LE55 THAN 2" X 3". MORTAR FINS MUST BE REMOVED A5 BLOCK PLACEMENT PROCEEDS. MORTAR DROPPINGS MUST BE KEPT OUT OF CELLS WHICH ARE TO BE GROUTED. 26, UNLE55 SPECIFICALLY SHOWN OTHERWISE, PROVIDE #q GA. "DUR-O-WALL" TRU55 TYPE REINFORCING IN EVERY OTHER COURSE OF CONTINUOUS WALLS FOR CONCRETE MASONRY, AND EVERY FOURTH COURSE FOR BRICK MASONRY. DO NOT LAY JOINT REINFORCEMENT ACROSS EXPANSION JOINTS. 21. TEMPORARY BRACING AND SHORING OF ALL CONCRETE MASONRY CONSTRUCTION, TO PROVIDE STABILITY DURING CONSTRUCTION, UNTIL CONSTRUCTION ACHIEVES ITS PROPER STRENGTH, SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. STRUCTURAL STEEL 28. ALL STRUCTURAL STEEL SHAPES AND PLATE SHALL CONFORM TO A5TM A-36 AND THE "SPECIFICATION FOR THE DE516N, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" BY THE AMERIGAN INSTITUTE OF STEEL CONSTRUCTION. ALL TUBE STEEL SHALL CONFORM TO A5TM A-500, GRADE B (FY = 46 K51). 2q, ALL SHOP CONNECTIONS TO BE WELDED (UTILIZIN& E'7OXX LOW HYDROGEN ELECTRODES) AND FIELD CONNECTIONS TO BE BOLTED UNLESS OTHERWISE SPECIFICALLY NOTED ON THE STRUCTURAL DRAWIN&5. ALL WELDIN6 SHALL CONFORM TO THE REQUIREMENTS OF "THE STANDARD CODE FOR WELDIN6 IN BUILDIN6 CONSTRUCTION" OF THE AMERIGAN WELDING SOCIETY. 50. ALL STEEL TO RECEIVE ONE SHOP GOAT AND ONE FIELD TOUCHUP GOAT OF APPROVED PAINT. 51. ALL BOLTED CONNECTIONS SHALL CONSIST OF ASTM A325 HIGH STRENGTH BOLTS AND HARDENED WASHERS AS SHOWN ON THE STRUCTURAL DRAWINGS. ALL BOLTED CONNECTIONS SHALL CONFORM TO THE "SPECIFICATION FOR STRUCTURAL JOINT5 USING A5TM A325 OR A4010 BOLTS" BY THE AMERIGAN INSTITUTE OF STEEL CONSTRUCTION. 52. ALL ANCHOR BOLTS SHALL CONFORM TO A5TM A36 OR A301 THREADED ROD). 33. ERECT ALL STEEL TO CONFORM TO "SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS", "GODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES" AND "QUALITY CRITERIA AND INSPECTION STANDARDS". FRAME TO BE PLUMB, SQUARE AND TRUE TO LINE AND LEVEL, GHEGKED BY SURVEYING INSTRUMENTS. 34 LOCATE FINISH HOLES PRECISELY TO INSURE PASSAGE THROUGH A55EMBLED MATERIALS WITHOUT DRIFTING. ENLARGE HOLES BY REAMING IF NECESSARY. POOR MATCHIN6 OF HOLES 15 SUFFICIENT CAUSE FOR REJECTION. 55. GROUT FOR COLUMN BASE PLATES SHALL BE NON -SHRINK GROUT BY "EMBEGO" OR APPROVED EQUAL, 5000 P51 MINIMUM. UL M13ER 36. ALL LUMBER SHALL BE SOUTHERN YELLOW PINE, GRADE NO.2 OR BETTER OR AS SPECIFIED ON THE DRAWIN65, KDA (FB FOR LUMBER SIZES NOTED TO BE IN CONFORMANCE WITH VALUES LISTED IN THE NATIONAL FOREST PRODUCTS ASSOCIATION NATIONAL DESIGN STANDARD SUPPLEMENT), AND SHALL CONFORM TO THE NATIONAL GRADING RULE FOR DIMENSION LUMBER, THE SOUTHERN PINE INSPECTION BUREAU AND THE SOUTHERN FOREST PRODUCTS ASSOCIATION. 5T DO NOT LOCATE ANY HOLES CLOSER THAN FIVE (5) BOLT DIAMETERS FROM THE END OF ANY WOOD FRAMING MEMBER. 38. EXPOSED WOOD MEMBERS SHALL BE PRESSURE -TREATED WITH TYPE WATERBORNE PRESERVATIVE IN ACCORDANCE WITH THE AMERIGAN WOOD-PRESERVER5 STANDARD UI-03 FOR THE FOLLOWING APPLICATIONS: AWPA USE TREATMENT APPLICATION CATEC70RY (LB5/CUPT) A. ABOVE -GROUND USE UC5B AGO 0.25 B. CONCRETE- OR GROUND -CONTACT, OR IN -GROUND USE U04A AGO 0.40 G. FRESHWATER USE UC4A AGO 0.40 D. IN -GROUND OR FRESHWATER PILES U04G GGA 0.80 (NOTE 1) E. SALTWATER USE, MARINE PILES UG5G GGA 2.50 (NOTE 2) NOTE I: CREOSOTE (12 L55/CU.FT) MAY BE USED IF APPROVED BY OWNER'S REPRESENTATIVE NOTE 2: CREOSOTE (25 LB5/CU.FT) MAY BE USED IF APPROVED BY OWNER'S REPRESENTATIVE Sq. FASTENERS: A. ABOVE -GROUND METAL CONNECTORS IN CONTACT WITH AGQ: 1) 6185 HOT DIPPED GALVANIZED MEETING A5TM A653 2) ASTM AI25 3) STAINLESS STEEL TYPE 304 OR 316 B. ABOVE -GROUND SCREWS, NUTS, BOLTS d WA5HER5 IN CONTACT WITH AGO: 1) GLASS 55 MECHANICALLY DEPOSITED ZING MEETING ASTM B6g5 2) P05T HOT DIPPED GALVANIZED MEETING A5TM A153 3) STAINLESS STEEL TYPE 504 OR 516 G. ABOVE-61ROUND COMMON NAILS 8 6UN NAILS IN CONTACT WITH AGO: 1) &155 HOT DIPPED GALVANIZED MEETING ASTM AI55 2) STAINLESS STEEL TYPE 304 OR 316 D. ALL FASTENERS FOR IN-6ROUND, UNDERWATER OR MARINE APPLICATIONS 1) STAINLESS STEEL TYPE 304 OR 316 ALUMINUM 40. ALUMINUM PLATE AND ANGLES TO BE 6061-Tb. 41. ALL WELDIN6 TO BE IN ACCORDANCE WITH THE AMERIGAN NELDIN6 50GIETYS STANDARD AWS D1.2, 5TRUGTURAL MELDING CODE - ALUMINUM. 42. 150LATE ALL ALUMINUM FROM STEEL AND CONCRETE BY THE USE OF NEOPRENE WASHERS, BUSHINGS, AND SHEET AS REQUIRED IN ORDER TO PREVENT GALVANIG ACTION OR CORROSION. POOL/SPA/FOUNTAIN 45. THE POOL/SPA/FOUNTAIN CONTRACTOR WILL STAKE OUT THE POOL/SPA/FOUNTAIN AND SET THE FINISHED 6RADE. THE OWNER'S REPRESENTATIVE WILL BE NOTIFIED FOR APPROVAL OF THIS WORK PRIOR TO INSTALLATION. 44. POOL/SPA/FOUNTAIN CONTRACTOR 15 RESPONSIBLE FOR ALL POOL/5PA/FOUNTAIN EQUIPMENT, PIPING, POOV5PA SHELL, FOUNTAIN WALLS, TILE, GOPING, ELECTRICAL TO JUNCTION BOXES, PERMITS, AND CODE COMPLIANCE. SUBMIT SHOP DRAWIN65 AND FIN15H SAMPLES FOR REVIEW AND APPROVAL OF THE OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION. 45. REQUIRED UTILITIES AT THE FILTER/PUMP LOCATION TO BE COORDINATED WITH THE OWNERS REPRESENTATIVE. 46 FINISH PATTERN ON THE POOL DECK TO BE LAID OUT EXACTLY AS SHOWN. EXPANSION JOINTS, DECK DRAINS, ETC. TO COINCIDE WITH THE GRID. EXPANSION JOINT FILLER AND ANY DECK DRAIN MATERIALS ARE TO MATCH THE COLOR OF THE DECK. PREGAST/EIFS 41. PRECAST/EIF5 MANUFACTURER 15 RESPONSIBLE FOR DESIGN OF INDIVIDUAL COMPONENTS, INCLUDING VERIFICATION OF FIELD CONDITIONS AND DESIGN OF CONNECTIONS. 45. DESIGN, FABRICATION, AND INSTALLATION OF PRECA5T/EIF5 COMPONENTS SHALL COMPLY WITH APPLICABLE AGI, POI, d ASTM STANDARDS. 4q, MANUFACTURER SHALL SUBMIT SHOP DRAWIN65 AND FIN15H SAMPLES FOR REVIEW AND APPROVAL BY THE OWNER'S REPRESENTATIVE PRIOR TO FABRICATION AND INSTALLATION 50. ALL CAST STONE PRODUCTS SHALL CONFORM WITH ALL REQUIREMENTS OF ASTM 01364. FURNISHINGS 51. THE CONTRACTOR TO PROVIDE THE FOLLOWING SUBMITTALS, • ALL MANUFACTURER'S DATA INCLUDING DIRECTIONS OR RECOMMENDATIONS FOR INSTALLATION, METHODS, PROCEDURES AND MAINTENANCE. • COMPLETE SHOP PRAAIN65 FOR ALL SITE FURNISHIN65 INDICATING ALL DETAILS OF FABRICATION AND INSTALLATION INGLUDIN& SIZES, SHAPES, FINISHES, COLORS, THICKNESS, MATERIAL QUALITY AND ALL OTHER RELATED WORK APPLICABLE TO THE SITE FURNISHINGS. • SUBMIT COLOR SAMPLES FOR APPROVAL BY THE OWNER. 52. DELIVER ALL MATERIALS WITH MANUFACTURER'S TA65 AND LABELS INTACT IN GLEAN, DRY AND PROTECTED LOCATIONS. 55. STORE AND HANDLE ALL SITE FURN15HIN65 SO A5 TO AVOID DAMAGE. ALL 51TE FLIRN15HIN65 SHALL BE GUARANTEED BY THE CONTRACTOR FREE OF DEFECTS, CRACKS, CHIPS, STAINS AND SHALL BE COMPLETELY GLEAN AND FREE OF DAMA6E5 UPON FINAL PLACEMENT AND APPROVAL 54. ALL SITE FURNISHINGS SHALL BE PROVIDED BY THE CONTRACTOR INCLUDING ORDERING, SHIPPING, DELIVERY, UNPAGKIN6, AND INSTALLING ACCORDING TO MANUFACTURERS SPECIFICATIONS AND AS DETAILED ON THE DRAWIN65. THE CONTRACTOR SHALL VERIFY INSTALLATION PROCEDURE WITH THE OWNER'S REPRESENTATIVE PRIOR TO INSTALLING. 55. ALL SITE FURNISHINGS LOCATIONS ARE TO BE APPROVED BY OWNER'S REPRESENTATIVE PRIOR TO BEING PLACED ON SITE. FAILURE TO SECURE OWNER'S APPROVAL MAY REQUIRE THE CONTRACTOR TO MOVE AND/ OR REINSTALL THE FURNISHINGS AT THE CONTRACTORS EXPENSE. FPLAN ENLARGEMENT F_� e DETAIL NAME I DETAIL ENLARGEMENT SHEET NUMBER ---------------- SHEET NUMBER X FINISH ITEM ELEVATION DETAIL REFERENGE DETAIL NUMBER SHEET NUMBER SECTION DETAIL REFERENCE DETAIL NUMBER SHEET NUMBER PLAN ENLARGEMENT REFERENCE GENERAL DETAIL REFERENGE DETAIL NUMBER SHEET NUMBER DETAIL ENLARGEMENT REFERENGE MATGHL I NE FIN15H REFERENGE SEE FINISH 5GHEDULE PLANT TAG 5YMBOL aUANTITY /oo EXI5TIN6 CONTOUR /00 PROP05ED CONTOUR 5TORMWATER FLOA DIRECTION X SLOPE DIRECTION PERCENTAGE OR RATIO Ioo.o SPOT ELEVATION N 1493681.5115 COORDINATE REFERENGE E 447607.7445 CONTRACTOR NOTES NOT ALL ITEMS SHOWN ON THIS SHEET APPEAR IN THE CONSTRUCTION DOCUMENTS. CONTRACTOR 15 RESPONSIBLE FOR OBTAINING ALL PERMITS RELATED TO CONSTRUCTION INCLUDING, BUT NOT LIMITED TO, BUILDING, LANDSCAPE, IRRIGATION 8 RIGHT OF WAY UTILIZATION PERMITS. NL�LOAL� NOTES WIND DESIGN LOAD INFORMATION (TO BE CONFIRMED BY ENGINEER OF RECORD): (PER FBG 2011 (oth EDITION CHAPTER 16, REF. A5GE "7-10) BASIC, WIND SPEED (Vult) = 140 MPH (B SECOND OUST) (Vasd) = 106 MPH (3 SECOND GUST) STRUCTURE CATEGORY II (A50E -7-10) WIND EXP05URE(ALL SIDES) =G (A5GE '7-10) Of = 1.4 Ire. r6, DESIGN STUDIO LANDSCAPE ARCHITECTURE COMMUNITY PLANNING URBAN DESIGN 1616 E. HILLCREST STREET STE. 106 0RLAN D0, FL 32803 PH: 407-266-2626 „ROPE, Ifs TAW COPYRIGHTS AND OTHER PROPERTY RIGHTS IN THESE PLANS, IDEAS, AND DESIGNS. THESE PLANS, IDEAS, AND DESIGNS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MATTER; WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION CONSENT, AND PROVIDING APPROPRIATE COMPENSATION TO TDC. WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR VERIFYING DIMENSIONS AND CONDITIONS OF THE JOB. TDC IS NOT RESPONSIBLE FOR THE ACCURACY OF INFORMATION PROVIDED BY OTHERS AND INCORPORATED IN THESE DRAWINGS. TDC IS TO BE NOTIFIED IN WRITING OF ANY VARIATION FROM THE DIMENSIONS, CONDITIONS AND SPECIFICATIONS APPEARING ON THESE PLANS. (0 2020. F_ E w 0 J (n LL. i Lu Z to 0 � LL Y w (n 0U N = aao QQ a2 _ 0 z Z z a U N� I.I. U aw O d D _ bp[t��C�gPA Ca� I�po® �°o 0 oaf p° gn o MOO° qp°o ° BASSES 27 o SUAVE ol i'S°° OF * °pop° �Qo� oop g� ug N 12/16/2020 TODD D. CLEMENTS LA6666727 C 01 0 9 z 0 w w cr O o N w o N 0 LEJ PROJECT NO. 2020-16 DESIGNED BY TDC/TFW DRAWN BY TFW CHECKED BY TDC/TFW DATE 12/3/2020 DRAWING SCALE DRAWING TITLE INDEX SHEET DRAWING NUMBER ID-01 1 1 SHEET OF 1 1 2 3 ' 4 A M rA F-i F61 1 i 2 3 4 1 5 1 6 1 7 r— — — — — — — — — — — — — — — — ` R E C C 0 r--, I `---t I r--, I --, I •---t I r--, I F-1 I 1 --, J J L_ I C, i i I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I IL I I j -_ � I I I I I I j l __I Li• =-- -�1 L'--I L __J L___J a ------ I I I -_-_-_-JI -iI--i ---II I _ _ _ r��•s. -_____J I I I I I I I I II I ______I I• r r r r r r , r r r- \\ \ 1 1 -----J --- I---J � � r� --I r� -II 1 I I •� It I---J I--- li i Ir /r��\/Ir I L\\ / 1 /i II •� I---� I---JI i 1— J l— li � — `� L`- II ( •� --JII ---� ---J r -- r--- ---1 L---I I ---� ---J ---J ___ ---J L_— I 11 —_—J L — — i --- -, I I—_—J I II i i i 1 I I11 I, — I I I I IL — — , •� —_—J I I I II 11 11 IL I I--- I I--- J I i l i L— �, Ir--I r__I r--I ■ 1 I I 1 ' 2 ' 3 0 0 0 0 —'� li r -i ii ---` ii r --- li -- li -- l r--- --- it 1 j �i�il I Av---J pi V IrI % _ 0/ �iw-ru / ♦�_A so _,,00 P 6 C -----1 ______J ------ _______ _______ _______l L_______ _______ r--, r--, r--- ______ j ___J Ire. r6,. DESIGN F STUDIO LANDSCAPE ARCHITECTURE COMMUNITY PLANNING URBAN DESIGN 1616 E. HILLCREST STREET STE. 106 O R LAN D OT FL 32803 P IT: 407-266-2626 PLANS, IDEAS, AND DESIGNS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MATTER; WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION, CONSENT, AND PROVIDING APPROPRIATE COMPENSATION TO TDC. WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR VERIFYING DIMENSIONS AND CONDITIONS OF THE JOB. TDC IS NOT RESPONSIBLE FOR THE ACCURACY OF INFORMATION PROVIDED BY OTHERS AND INCORPORATED IN THESE DRAWINGS. TDC IS TO BE NOTIFIED IN WRITING OF ANY VARIATION FROM THE DIMENSIONS, CONDITIONS AND SPECIFICATIONS APPEARING ON THESE PLANS. (c) 2020. 2 E O J (n L.L i W Z to ai o Cn c(Doy Oz a= QQ Zai�+ az � U � U Q IL d C] 0 0 o-- �p o o NO1. LQ666S 27 01 ` %0 O� o° Q °pop° �Qo� oop g� LL] 12/16/2020 N TODD D. CLEMENTS LA6666727 II t w W D' Oo O N Q rj) N Yn PROJECT NO. 2020-16 DESIGNED BY TDC/TFW DRAWN BY TFW CHECKED BY TDC/TFW DATE 12/3/2020 DRAWnING SCALE 0 FT 75 150 North DRAWING TITLE SITE PLAN KEY MAP DRAWING NUMBER SP-01 SHEET OF rd A 0 7 li 0 F E v VINYL FENCE CONNECT VINYL FENCE AT EXISTING TO MATCH PHASE 4, S_0 PHASE 4 FENCE END OFFSET T-0" FROM INSIDE BUFFER TRACT LINE, TYP. 19 END VINYL FENCE AT LAST FENCE COLUMN B m BEGIN LATTICE FENCE SYSTEM I I II I II I I\ \ \ FF=129.68 — — — 1 1 , / , n \ \ \ \ \\ II II TYPE A I TYPE A i TYPE A i i TYPE A I I FF=722.86 13 TYPE A ' I TYPE A 2O / ,/ / \ \ \ \ \\\ \ �------J L-----J L-----J L—---I FF=121.86 / ,/ N om00N- FF=130.61 \ \\ — ,- 77�MM'M '.*� TYPE A -------------------------------- — —`\�`J/ / TYPE A ,/ / \\ \ \\\\ \ 12 �. _ \ \ / � i �.� .. . a _. — _ . m '� _, � � � � � / / ALL RETAINING WALLS `� `� / / BY OTHERS (SEE CIVIL ENG. DWGS.) \ \ \ \ \ \ / / \ \ \ FF=131.55 \/ �� ' FF=120.84 / /' \ \ \\ \ TYPE A \ \ TYPE A � \ vw FF=132.4 7 1 L / / �--------------------- — — � � � � \ FF=119.85 TYPE A r— ��� �� •, \\\ \ •e '. / / ---_ \ \ TYPE A \ \ \ \ \ FF=127.851 I I \ \ \ �\ TYPE A I I I I \ � � 23 I 10 FF=133.221 I // I 1I I j �\ \\\ \ \\ FF=118.77 1 1 56 I 1 55 1 \ a \ \ TYPE A I f I I 57 I I I FF=119.99 \\ I--------------� 1 4, I \ \ \ 1 I I FF=127.851 1 1 I FF=126.091 TYPE A / > \\\ \ F---_ -- - 1 1 TYPE A I I I I TYPE A 1l\ 54 \ �� 24 ,> A o\ \ I 1 1 \ \ \ 1 \ \FF=11740 �^ \ I 1 1 I L \ �� \ \ ` \ \ TYPE A �� �� \ N\ 11 9 FTYPE A0j 1 I, _-----------J L-----J L---- J \\ FF=118.96\\ \\\ \ \\ \\ // \\ \ END LATTICE FENCE SYSTEM AT FENCE COLUMN C ALL RETAINING WALLS 1 I / TYPE A \ V i \ BEGIN PRECAST WALL SYSTEM BY OTHERS (SEE CIVIL ENG. DWGS.) _ — — J I 53 �� \ \ '0 1 \ \ \ \ \ \ \ \ \ MASONRY FENCE ----- ----� 1 I L---------- \\ FF=116.25 ���, COLUMN C.- 1 I \ E VENEER 1 I I \ \ \ TYPE A W/ STONTO MATCH S-0 I FF=133.08 p58 \\ \ PHASE 5, TYP. j 8 F TYPE A 0� 1 Ia I I TYPE A \� \\ \\ \ \ \\ ° � � FF=11740 \ \\\\\\ 1 TYPE A �// 52 �, \ PRECAST MASONRY L--- ------ \ / \ ��� \\ WALL SYSTEMQS- - i \ L J TO MATCH PHASE 5,------------, I 1 I �2',' \ \ \ \ \ FF=11 A 7(-,e—%j TYP. I I I La •I I 1 1 � a Q��'`' \ � � � � � \\ \ \ TYPE A 1 1 FF=132.84 JCQ I N �� N� \ \ ; \ \ \ 1 1 7 -- -- -- I 1 TYPE A J 1 FF=116.04\ \ \ \ ----- -- 1 TYPE A I 1 1 1 TYPE A \ \\ \ \ \-- ---- I 1 I I I L--------------� 51 L-------------J I 1 r-------------� \ —� \ I 1 FF=113.73 I TYPE A 27 I 1 1 1 1 1 FF= 7 32. 18 6 FF=132.83j TYPE A 60 — II II — — — — — — — — 1-----� TYPE A I r I I 1 I I Q 1 I L--------------j I I I------------� B y5 r - II 50 FF=113. 981 11 1 i - 1 — — — — — — — — — — — — — r--------------- 1 I TYPE A l 1 I 1 I i 1 1 FF=130.95 1 • I I f i I FF=113.17 28 / 1 FF=137.56 1 1 1 TYPE A 61 1 I TYPE A 5 1 I 1 TYPE A Q 1 I I 1 L--------------� I I r------------- / I -----� \\ I I I I I l I I � ' I I I j O �\ 49 _ ; j FF-112.69 IFF=129.61 I TYPE AIB9.61 I 1-F=112.86/ / I I TYPE A 29 I TYPE A �L / \ \ FF=129.46/ TYPE A / / l , '—_��� \ / FF-128. 11 48 , / \ � / / / FF=112.70 A \ \ \ TYPE B / / \ \ \ , / /� / ` 63 / � � FF=113.57 � / ! � / / TYPE A 3 \\ \\ /' /�' / // j // ��\ `\\ TYPE A ,� �i / `�\ 30 \\ \\ FF=125.21 \ , f.. , / `�\ `�\ , • �\ \\ \\ / / / /' �1\ \�11 \\ \\ TYPE A ,�� ,/ l \ ^ ��� ,/ / / / ■■■■■■i `R■■■■yi■�i ■ ■■ �yi■�T■■■■■■■■■ei��\ �■i■■ ■■ ■ ■■■■■■■m \liq■■:■r"rl �■� ■�� ■ ■■■ ■WElk"jmT T■�i�\��■M■■■■ 2 \\\ \\�'' /' cam. \\\ TYPE A �\ TYPE A rf� 1 17 1F _ 14 II II 15 1 16 1 17 18 ; ' \ \ I I I I I I I I 1 I 19 \ \ I I FF-127 981 I FF=126 721 1 FF-125 36I IFF-124 00 I 7 i) \ COLUMN "B" \ TYP. \ METAL LATTICE FENCE S- TO MATCH PHASES 2-4, TYP. .1 fy117 W'. I1I � •A. II II III CONNECT PRECAST MASONRY WALL SYSTEM AT I� END OF EXISTING PHASE 5 \. 1 WALL SYSTEM III II I11 I11 I\ .................................. 8 ' 9 DESIGN STUDIO LANDSCAPE ARCHITECTURE COMMUNITY PLANNING URBAN DESIGN 1616 E. HILLCREST STREET STE. 106 O R LAN D OT FL 32803 P H` 407-266-2626 US LAW COPYRIGHTS AND OTHER PROPERTY RIGHTS IN THESE PLANS, IDEAS, AND DESIGNS. THESE PLANS, IDEAS, AND DESIGNS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MATTER; WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION, CONSENT, AND PROVIDING APPROPRIATE COMPENSATION TO TDC. WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR VERIFYING DIMENSIONS AND CONDITIONS OF THE JOB. TDC IS NOT RESPONSIBLE FOR THE ACCURACY OF INFORMATION PROVIDED BY OTHERS AND INCORPORATED IN THESE DRAWINGS. TDC IS TO BE NOTIFIED IN WRITING OF ANY VARIATION FROM THE DIMENSIONS, CONDITIONS AND SPECIFICATIONS APPEARING ON THESE PLANS. (0 2020. H E w L.L i W Z (0 N `O O U N Q Tao I.V = 0Q Zap aZ U F-aw 0 Il D bp[t��C�gP � m � o dQ6666i1�i1 0 �' �D4Q4C� OF � °pop° �Qo� oop g� N 12/16/2020 TODD D. CLEMENTS LA6666727 A 0 9— z 0 KEY MAP w w D' Q O 0 N �0 N PROJECT NO. 2020-16 DESIGNED BY TDC/TFW DRAWN BY TFW CHECKED BY TDC/TFW DATE 12/3/2020 DRAWnING SCALE 0 FT 15 30 North DRAWING TITLE HARDSCAPE PLAN DRAWING NUMBER H S-01 1 2 SHEET OF 1 2 3 4 5 E C� 0 S i s An iAnrni-r r'lrjrnAn-r NOTE: CONTRACTOR IS RESPONSIBLE FOR STRUCTURAL -ENGINEERING; ALL FINISHES TO MATCH EXISTING COLUMN C 1 /2" = 1'-0" PLAN 3'—O" 3'-611 COLUMN B 1 /2" — 1'-0" P-CO 1-ARD5-12 FILLED CELL, TYP. 1R f "ur -� ?� sit^ �••.''�t=_�-... r� - _^ r "tea 1 �� � � � --/�="-•A''. +"- �� -'""hies :� `-� - Mt PRECAST WALL NTS SLOPE TOP 5% FROM CENTER FOR DRAINAGE 4" CONCRETE SLAB W/ 4" WWF KEYED TO BOND BEAM (1)CONT. #5 IN BOND BEAM (GROUT SOLID) 25" MIN. LAP 8X8X16 CONCRETE BLOCK (1)#5 FROM FTG. TO BOND BEAM @ MID FACE & AT EACH CORNER GROUT FILLED CELL (30" MIN. LAP) STONE VENEER V (ALL SIDES) 90 DEGREE ACI bEL-11 �=Li STD. HOOK a = 60" SQUARE x16"d CONC. FTG. w/ z (5) #5 EACH WAY CLEAN COMPACTED FILL @ 95% STANDARD DENSITY P-CO1-ARD5-32 P-CO 1-ARD5-13 VINYL FENCE N.T.S. METAL LATTICE FENCE PANEL 1/2" = 1'-0" a. 6 GA. POWDER COATED BLACK WIRE MESH 2" SQ. POWDER COATED BLACK ALUMINUM POST P-CO1-ARD5-14 P-CO 1-ARD5-15 FINISH SCHEDULE SYM ITEM SPECIFICATIONS TYPE: 6' VINYL PRIVACY W/ ISLAND POST CAPS (TO MATCH EXISTING) COLOR: TAN F VINYL FENCE FINISH: N/A/ SOURCE: LOCAL SUPPLIER TYPE: 6' JERITH FENCE # PA72B66SN WITH 2" POST (TO MATCH EXISTING) G LATTICE FENCE COLOR: BLACK FINISH: POWDER COATED SOURCE: JERITH FENCES, (800) 344-2242; www.jerith.com/ TYPE: CULTURED STONE VENEER - LEDGE STONE (OR APPROVED EQUAL) CULTURED STONE VENEER COLOR: FLATWOOD (MATCH EXISTING IN PHASE 3-4) V FINISH: NONE SOURCE: J&N STONE, (863) 422-7369 jnstoneveneer.com/ NOTES: 1. CONTRACTOR MUST 5UBM I T 5AMPLE5 AND/OR OBTAIN SHOP DRAaYV 1 NG APPROVAL FOR ALL FIN 15H 50HEDULE ITEMS. 2. CONTRACTOR 15 RE5PON51 BLE FOR ENGINEERING AND ALL ArPPL I CArBLE CODE REGU I REMENT 5 FOR CONSTRUCTION. 5. I N5TALL ALL MANUFACTURED PRODUCTS Aa5 PER MANUFACTURER'5 I N5TRUCTI ON5. DESIGN FS T U n I LANDSCAPE ARCHITECTURE COMMUNITY PLANNING URBAN DESIGN 1516 E. HILLCREST STREET STE. 105 ORLANDO, FL 32803 PH: 407-256-2625 TDC DESIGN STUDIO, LLC. (TDC), HEREBY RESERVES ITS LAW COPYRIGHTS AND OTHER PROPERTY RIGHTS IN THESE PLANS, IDEAS, AND DESIGNS. THESE PLANS, IDEAS, AND DESIGNS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MATTER; WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION, CONSENT, AND PROVIDING APPROPRIATE COMPENSATION TO TDC. WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR VERIFYING DIMENSIONS AND CONDITIONS OF THE JOB. TDC IS NOT RESPONSIBLE FOR THE ACCURACY OF INFORMATION PROVIDED BY OTHERS AND INCORPORATED IN THESE DRAWINGS. TDC IS TO BE NOTIFIED IN WRITING OF ANY VARIATION FROM THE DIMENSIONS, CONDITIONS AND SPECIFICATIONS APPEARING ON THESE PLANS. (c) 2020. ~ E w 0 cn Z L.L W w 02 6 W a) LL O wu) 0 a _ Q O L.L a C) _ a o a, z Z>1�z LV U Lu 0 J OC F- s-) Q O or D 000000000�000000���00 o � o�°O°°a� O oo oo ° � O���°°°°°OpOC L °BOO ��° ��n°o nn a o �0o Vv°o o ° o o ° ��° C�C�C�C��l��l o o o 0 oo° °°° SULQUC� o° °°°0000 *°°o OO F °oo 100 0 QO°°00000000000°° 0 � 0 � p Qoo O 12/16/2020 TODD D. CLEMENTS LA6666727 C� 0 Z O w w pr O o N w C)N o w Cn N PROJECT NO. 2020-16 DESIGNED BY TDC/TFW DRAWN BY TFW CHECKED BY TDC/TFW DATE 12/3/2020 DRAWING SCALE AS SHOWN DRAWING TITLE HARDSCAPE DETAILS, FINISHES & SPECIFICATIONS DRAWING NUMBER HS-02 2 SHEET OF 1 2 3 4 5 7 0 0 7 li 0 0 0� F E 1:3 ALL CANOPY TREES ALONG PERIMETER TO BE 50' O.C. TYP. \77 I I I I I I 1 -\ ov 2 PD3 3\ I PD \ ``\ 14 ', ', 15 ; 16 17 18 �1 \ J 23 19 / I I FF=127. 981 1 FF=126. 721 1 FF=125. J61 IFF=124. 00 I I 13 \ \ \\ TYPE A 'I II TYPE A TYPE A i i TYPE A i i TYPE A I I FF=722.86 ` \ I I I I I TYPE A // // 20 2 / \ _-� -----J L-----� L-----� L----I L / / FF=121.86 FF=130.61 \ / \------- ----- TYPE A TYPE A � _-- ---------------- ��/ / 12 s - - - - - ---- ------- - - - - - - - -1 \� FF=119.85 \ ---- \ TYPE A ----- 3 \\\ \ \ \ \ I I FF=127.851 I \ \ \\ 23 I I I FF=118.77 57 I 56 I 55 \\ \ TYPE A I I j FF=119.99 FF=127.851 1 I FF=126.091 l 54 TYPE A PD3 1 i TYPE A I I TYPE A i\ \\ \ \� 24 \FF=11740 �� PD o. \ \ \ \ TYPE A N \\ PD \�'' FF-118. 96 \\ \\ \ \ \ o ' TYPE A \ \ A 2 PD3 53 \ - - - - - - 4 c'' 25 \.1.\ - - - - - - - - - - - - - - I \ \ \ \ = I I FF-116.05 1 I I I IFF=133.08 p Js3 `\ \ \ \ \\ \ TYPE A 2 1 FF-133. 90 I I °I 1 TYPE A 58 \ FF=117. 40 \ \ \ \ 8 TYPE A I ` ' TYPE A \\ `\FD ° ' 2 1 L------------ \ \ i ------------ Js 52 \ I ---------- ---- r----- PD3 ----- I I 1 PD2 \ \ \ TYPE A I; 1 FF=132. 84 JCQ PD J 7 -- -- -- I 1 TYPE A 3 �"°� �' FF=116.04 \ \ \ _ PD TYPE A I 1 I I TYPE A \ \\ \ \ \ ` - - _ _ _ 2 L-------------J I I I L----------� 51 1 \c _ --------------� PD3 _� I I 1 FF=113.73 I r--- - - - - - - 1 1 I I 1 FF=132 18 Qv TYPE A 27 \ _ _- I 1 I I I 1 I 1 1 I TYPE ' 60 PD3 ov 1 6 FF=132.831 1 1 I TYPE A I I I �FD3 Js3 r I I L_------I w l L------------- I I I - - - - - - - - - - - - - ---J I FF=113.981 1 �- PD 1 I BAHIA TURF, TYP O 50 TYPE A 3 2 1 1 1 FF=130.95 Js3 • I f 1 IFF=113.17 28 PD3 5 F TYPE\ 6 1 1 j TYPE A 61 TYPE A 1 I I •FD--- I I 1 L------------- 4 / PD3 I I 2r-- I I I r------------- PD3 / l I I l I I I FF=129.61 12 49 F 9 FF=112.86 / l ' I I TYPE A 29 I TYPE A/B62 i / • \ \ TYPE A i \ FF=129. 461 / �' ) l < \ � / TYPE A / / � <� l l F'--� � \\ 48 \\ / \ / / l / F=128. 11 , • / A ���/' // l TYPE B 63 PD3 ' PD3\\\ FF=113.57 /' ! 3 �\\ ��\ /' // / ��3 0 // 1 �� �\\ TYPE A \\\ \\\ F5. 1 TYPE\� v f ` ��/\\\\ \\ \\ MATCHLINELS-01 �� �� \\ 47 ■ \\ `� / ■■■■■■� \R■■■By:■�■ ■ ■■ WMMMM■■■■■■■MMM ME M ■■■■■ ,... ■■■■■■■mk ligMMMM .11 �■■ ■■■ 2 \\v/' // / MATCHLINE LS-02 0 \\ \\\ TYPE A 1 I I l PD 2 I 1 \ \ ov 9 It\ \ \ \\\\ BAHIA TURF, TYP \ \ PD3 \ \\ \ \ \ \ PD3 \ 2 Js \ \\ 2 \\ \\ FF=131.55 \ \ / \ FF=120.84 PD \\ \\ TYPE A TYPE A 2 \ \ / / \ \ / ' \ p N \\PD2 / 11 FF= 732. 47 TYPE A// / I l / I I I 10 FF=133.221 I BAHIA TURF, TYP TYPE A 1 L - - - - - - - - j 4, E--------� 1 I 1 I j I I y ,- F=133.90 I I 14 a TYPE A I I I I- - - - - - - - - - - I 2 1 3 14 5 6 l / FF=112.70 TYPE A 30 �7 IN WE sk"MIT-IFITE M / TYPE A / 7 I \ \ BAHIA TURF, TYP \\ \ ALL CANOPY TREES ALONG PERIMETER ABUTTING ROW TO BE 50' O.C. TYP. \ \ TC \ 107 �1 I I I I I +• Ip' Eo. 0 •O. ■■■■■■■■■■■■■■■■■■■ DESIGN STUDIO LANDSCAPE ARCHITECTURE COMMUNITY PLANNING URBAN DESIGN 1616 E. HILLCREST STREET STE. 106 O R LAN D OT FL 32803 P IT: 407-266-2626 US LAW COPYRIGHTS AND OTHER PROPERTY RIGHTS IN THESE PLANS, IDEAS, AND DESIGNS. THESE PLANS, IDEAS, AND DESIGNS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MATTER; WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION, CONSENT, AND PROVIDING APPROPRIATE COMPENSATION TO TDC. WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR VERIFYING DIMENSIONS AND CONDITIONS OF THE JOB. TDC IS NOT RESPONSIBLE FOR THE ACCURACY OF INFORMATION PROVIDED BY OTHERS AND INCORPORATED IN THESE DRAWINGS. TDC IS TO BE NOTIFIED IN WRITING OF ANY VARIATION FROM THE DIMENSIONS, CONDITIONS AND SPECIFICATIONS APPEARING ON THESE PLANS. (0 2020. H E w O �_ L w Z ai3O O U 0 O a= QQ Zap "Z � ULu F-aw 0 Il D bpML��gP m �a����q���p o���aQI °a o M000 o LASSES727o 0 °o STATE . o OF °pop° �Qo� oop g� N 12/16/2020 TODD D. CLEMENTS LA6666727 A 9- cn z 0 KEY MAP w w o' Q O 0 N 0 w � N PROJECT NO. 2020-16 DESIGNED BY TDC/TFW DRAWN BY TFW CHECKED BY TDC/TFW DATE 12/3/2020 DRAWnING SCALE 0 FT 15 30 North DRAWING TITLE PARTIAL LANDSCAPE PLAN DRAWING NUMBER LS-01 1 4 SHEET OF 1 2 3 4 5 6 7 8 9 -------------J r-- Q PD3 '_� \ 1 IFF=113.73 I r-------------, I` I Jss 3 \ 1 1 ILI-FF=132-.-18---� 3Qv JI I I I 1 I I I 1 1 I I I ILrI--TY-PE- -A -2-27 TYPE A 60 I IP3DPD3 Qv L-J - - - - - - II II II �I I� DES I G N PD3 Jss r6FF=132.831 TYPE A I 0FF=13.981 I - - - - - - - - - - - BAHIATURF,TYP TYPE A PD _ 5S T U DIO LANDSCAPE ARCHITECTURE FF=130.95 2 j° I ITYPE A COMMUNITY PLANNINGFF=113.17 FF=131.56 URBAN DESIGN O 5TYPE A PD3 TYPE A 61 I 1616 E. HILLCREST STREET STE. 106 / PD LO 1 " - - 0RLAN D0, FL 32803 PH: 407-266-2626 / ------------ 4 PD3 TDC DESIGN STUDIO, (TDC), HEREBY RESERVES , I °I r - - - - - - - I Ifs LAW COPYRIGHTS AND AND OTHER PROPERTY RIGHTS \ \ I I I r-- - - - - _ _ _ _ _ _ I IN THESE PLANSPLANS, IDEAS, ,ND IDEAS, AND EDESIGNS. IGNS THESE NOT TO BE PD3 / / / i I I I I REPRODUCED, CHANGED OR COPIED NANY FORM OR 1 \ \ I I I I MATTER; WHATSOEVER, NOR ARE THEY TO BE FF=132.20 / \ \ / \ \ \ \ \ \ I I I I 2 / / / / I I ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST FF=112.69 I OBTAINING THE EXPRESS WRITTEN PERMISSION, TYPE A ' \\ \-J I I 1 FF=729.67 I 49 / / I I //�Q I CONSENT, AND PROVIDING APPROPRIATE \ / \ \ •//�■ \ FF=112.86 / TYPE A (-�/ I COMPENSATION TO TDC. WRITTEN DIMENSIONS / \ \ I 1 I TYPE A/B62 1 • \ l l I I SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. �/\ CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE F= 30.42 / l I I 1 TYPE A/ / I I I \ \ \ \ \ \ I FOR VERIFYING DIMENSIONS AND CONDITIONS OF THE JOB. T PPONSIBLE FOR THE E A / / < / / I L _ _ 1 / \ \ \ \ l l k ° / \ ACCURACY OFF INFORMATIONC IS NOT S PROVIDED BY OTHERS / / _ 1 AND INCORPORATED IN THESE DRAWINGS. TDC IS TO \ _ PD \ \ \ / \ \ I I BE NOTIFIED IN WRITING OF ANY VARIATION FROM 4 / / / _ _ _ \ \ / \ \ \ \ THE DIMENSIONS, CONDITIONS AND SPECIFICATIONS 2 \\ \\ /• /\��\\ �`�\ \ \ APPEARING ON THESE PLANS. (c) 2020. TYPE A /-7 \ \\ <\ \\\ \\\ /// // ,l l FTYPE . 1 / • 'PD3\\ \�\ 48 % / 11 /lFF=112.70 \ FF=173.57 i / ! / l TYPE A 3 63 PD3 ��\\ \\\ TYPE A ,� ,� / / <\\ 30 ; ` J53 O J L c/) MATgHLINELS-01 \\\\ \ \\ 47�■■ `\ `.i / ✓ ,/ / \\\ \\\ o\ \\ , Y♦W/� Q _ \\ ■■■■■■i \�■■■�■■�■ ■ ■■ �■'lmmm■■■■■■■w!\ M■■■■ ■■■■■■■■ ■■■■■■" �'q■■■■rr=ll��'� �■�� ■ ■■■ ■lw■■y■■■■■■■■�� ■■■■■■■ ■■ \�■ �v/ U � � aaocu \\\ 2 `\\ \\v/'/ //' /, KffA\CHLINELS-0�4 \\� O `\\ \\\ TYPE A ,� , / TYPE A \\\QQ \ FF=124.96 \ , ✓ , �\ / O // // / \ \\ i / / \\ 31 > a Q " Z \ TYPE A / i \ / PD3 \\ \ / /� ;/° �i �\ \\ / \ Z W Z 46 00 TYPE B \ \ / , \ \ FF=114. 77 , , FF=113. 61 TYPE A TYPE A \ \ / , °/ \ ^^� 32 \IL FF=124.81\ \ . \ BYPIASOD,45 ®°oot�fa�4PTYPE B FF=114.05 O q� FF=174. 77 / , , < TYPE A 66 \ \ / 4 / \ `\ TYPE A `\ `\ \ \ �o° ° , \ / \ \ 33 \ � ° �a6666a�a ° STATE c - I � \ \\ / �\ \\ \✓ / / \\ \\ , 9 0°° ors o°moo F=121. 48 \ I 1' \ \ \ \ i ,\ \ 44 \ / / / / FF=114.13 \ \ / �000 ' °°°°°°°° g TYPE A / l \ \ \ / \ \\ > / / < TYPE FF=114.32 ,� N 12/16/2020 TYPE A / / \ \ 34 \ \ / \ TODD D. CLEMENTS LA6666727 TYPE B FF=114. 13 \ \ z \ / < TYPE A \ \ , \ r / / 4 , / , a FF=113.84�\\ \\ 35 \\ � Jss /\ \ \ > TYPE A / / i / / \ \ \ ,� / \ \ \ o / , \ 10 42 , / \ \ / , \ / o \ \ Jo 6' \ Ire. r6,., \ \ / TYPE A \ ` oti \ \ F..6 </ FF=179.20 /' / `\ `\ /' // / / / \\ 36 TYPE A41 \\FF=117.70 /' `� / Y / // FF=113.09 \\ \\\ ,� \\ \\ F s6' \ FF=122. 00 / \ \ < i , TYPE A \ \ \ \ 7r 7 \TYPE B-MOD �/ \ TYPE A / , / , / i <\ 11 37 \\ \\ \ // ,� KEY MAP 40 \ \ FF=120.45 \ \ TYPE B-MOD \ \ / / \� \ \ \ \ �� � \ TYPE A / / � / /FF=112.47 \ \ �7 � � \ \ F - `99 FF=179.03 \\\ // TYPE A PD3 YPE B-MOD \\ \ \ ® \ \ / 38 -10 FF=111.97 \\\ \\\J/ / \\\ F--v TYPE A \ 39 Js / / 2 \ QV \ / \ • ■mr IIIIIIIIIIIIIIII■ ■ ■ IIIIIIIIIIIIIIII■ ■ ■ .. \ \ \ � ® � �• / , / / \ 1 12 3 4 1 5 16 7 18 9 w w o' cr 0 w O LEJ N PROJECT NO. 2020-16 DESIGNED BY TDC/TFW DRAWN BY TFW CHECKED BY TDC/TFW DATE 12/3/2020 DRAWnING SCALE 0 FT 15 30 North DRAWING TITLE PARTIAL LANDSCAPE PLAN DRAWING NUMBER LS-02 2 4 SHEET OF 1 2 3 A 6 i 7 0 F E C C �j 0 ROVIDE 18" MIN. SPACING BETWEEN IFFERENT PLANT TYPES ILL SHRUBS & GROUNDCOVER TO USE RIANGULAR SPACING EXCEPT WHERE NOTED, EE PLANT LIST FOR (O.C.) SPACING ?4" MIN. SETBACK FOR SHRUBS & LARGE 3ROUNDCOVER 8" MIN. SETBACK FOR SMALL GROUNDCOVER 2" MIN. SETBACK FOR ANNUALS _URB/EDGE OF PAVEMENT/BEDLINE NOTE: THE PERIMETER OF ALL CURVED PLANTING BEDS SHALL BE PLANTED WITH A ROW OF SHRUBS AS SHOWN IN THE PLANS AND AT THE SPACING SHOWN IN THE PLANT LIST. INTERIOR PORTIONS OF EACH BED SHALL BE PLANTED AT APPROPRIATE SPACING ACCORDING TO THIS PLANT SPACING DETAIL SHRUB & GROUNDCOVER SPACING 1 /2" = V-0" NOTE: 1. FINAL TREE STAKING DETAILS AND PLACEMENT TO BE APPROVED BY THE L.A. 2. CONTRACTOR SHALL ASSURE PERCOLATION �1 MULTI -TRUNK PLANTING NOTE: CONTRACTOR SHALL ASSURE PERCOLATIOP ALL PLANTING PITS PR TO INSTALLATION CONTRACTOR TO STAI LOCATION OF PALMS F LANDSCAPE ARCH ITEC APPROVAL PRIOR TO INSTALLATION STAKE PALMS (8'+ C.T. PER STAKING DETAIL) PALM PLANTING DETAIL 1 /2" = V-0" SHRUB & GROUNDCOVER PLANTING c NUI Con ASS OFF PITS INSi 2" NYLON STRAPPING T H REE-2"X2"X8' STAKES 3" MULCH AS SPECIFIED SOIL BERM TO HOLD WATER FINISHED GRADE - SOD CONDITION B&B OR CONTAINERIZED (SEE SPECIFICATIONS FOR ROOT BALL REQUIREMENTS) PREPARED PLANTING SOIL AS SPECIFIED AKING PLAN 120° I P-LA-04 NOTE: PALM SAVER COMPONENTS AS MANUF. BY STAKING SYSTEMS INC. OR APPROVED EQUAL CABBAGE PALMS SHALL BE HURRICANE CUT UNLESS NOTED OTHERWISE TRUNKS SHALL BE STRAIGHT W/ UNIFORM TAPER W/O CURVES, FREE OF SCARS, BURNS, GOUGES, BOOTS, ETC. PRE -ASSEMBLED PALM SAVER COLLAR BY STAKING SYSTEMS INC., OR APPROVED EQUAL. TOE NAIL (3) 2"X4"X6' P.T. WOOD BRACE TO BATTENS DO NOT NAIL INTO TRUNK OF PALM 3" MULCH LAYER, SEE PLANT LIST FOR TYPE 6" SOIL BERM TO HOLD WATER (3) 2"X4"X3' WOOD STAKES FINISH GRADE PREPARE PLANTING SOIL AS SPEC'D UNDISTURBED SOIL P-LA-07 TREE PLANTING (15-45 GAL.) Ci/G\:4IlreINIG\kq ' LANT MATERIAL SHALL BE 'LANTED 2" HIGH IN HOLE W/ 30IL MOUNDING UP TO TOP )F ROOT BALL 3" LAYER OF MULCH, SEE PLANT LIST FOR TYPE 6" SOIL BERM TO HOLD WATER 12" MIN. DEPTH OF PLANTING SOIL FOR GROUNDCOVER BED FINISH GRADE (SEE GRADING PLAN) PREPARE PLANTING SOIL AS SPEC'D. WHEN GROUNDCOVER & SHRUBS ARE USED IN MASS, ENTIRE BED TO BE EXCAVATED TO RECEIVE PLANTING SOIL & PLANT MATERIAL, EXCEPT AS SPEC'D, SEE PLANT LIST P-LA-02 NOTE: ARBOR TIE STAKING COMPONENTS AS MANUF. BY STAKING SYSTEMS INC. OR APPROVED EQUAL WRAP NYLON STRAPPING AT FIRST BRANCHES MIN. 3'-0" FROM GROUND THREE 2" X 4" X 8" STAKES SPACE EVENLY AROUND THE TREE PAINTED BROWN B&B OR CONTAINERIZED (SEE SPECIFICATIONS FOR ROOTBALL REQUIREMENTS) 3" MINIMUM OF MULCH SOIL BERM TO HOLD WATER FINISHED GRADE UNDISTURBED SOIL 2" DIA. X 8' LODGE POLES EXTEND MIN. 2' INTO SOIL PREPARED PLANTING SOIL AS SPECIFIED P-LA-05 NOTE: CONTRACTOR SHALL ASSURE PROPER DRAINAGE AWAY FROM BUILDING MULCH,TYP. FOUNDATION PLANTING 1 /2" = V-0" NOTE: CONTRACTOR SHALL ASSURE PERCOLATION OF ALL PLANTING PITS PRIOR TO INSTALLATION INSTALL PLANTS AS SPEC'D ON PLANTING PLANS (SEE L-53.01) P-LA-03 STAKING PLAN (65-100 Gal. Trees) 120° NOTE: ARBOR TIE STAKING COMPONENTS AS MANUF. 120° BY STAKING SYSTEMS INC. 120° J OR APPROVED EQUAL STAKING PLAN >100 Gal. Trees x9o WRAP NYLON STRAPPING AT FIRST BRANCHES. MIN. 4'-6' FROM GROUND 12'.' MIN. NYLON STRAPPING HAND TENSION BUCKLE NO MULCH NEAR TRUNK SET TOP OF ROOT BALL 2" ABOVE FIN.GR. 3" LAYER OF MULCH, SEE PLANT LIST FOR TYPE 6" SOIL BERM TO HOLD WATER FINISH GRADE ARROWHEAD ANCHOR B&B OR CONTAINERIZED ROOTBALL SEE SPEC'S FOR ROOTBALL REQM'T PREPARE PLANTING SOIL AS SPEC'D UNDISTURBED SOIL DESIGN STUDIO LANDSCAPE ARCHITECTURE COMMUNITY PLANNING URBAN DESIGN 1616 E. HILLCREST STREET STE. 106 ORLANDO, FL 32803 PH: 407-266-2626 US LAW COPYRIGHTS AND OTHER PROPERTY RIGHTS IN THESE PLANS, IDEAS, AND DESIGNS. THESE PLANS, IDEAS, AND DESIGNS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MATTER; WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION, CONSENT, AND PROVIDING APPROPRIATE COMPENSATION TO TDC. WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR VERIFYING DIMENSIONS AND CONDITIONS OF THE JOB. TDC IS NOT RESPONSIBLE FOR THE ACCURACY OF INFORMATION PROVIDED BY OTHERS AND INCORPORATED IN THESE DRAWINGS. TDC IS TO BE NOTIFIED IN WRITING OF ANY VARIATION FROM THE DIMENSIONS, CONDITIONS AND SPECIFICATIONS APPEARING ON THESE PLANS. (0 2020. 2 E w 0 J cn L.L i W ZW O � N LL O U N aao QQ a= _ o Za a z UJI U U aw O d o�aQO®o o NO. `�°o 0, dA6666 ­J SUAVE 'S°° OF * an o9 go ug N 12/16/2020 TODD D. CLEMENTS LA6666727 C 0 7 N Z 0 0 w > w o' O o w o N LN L PROJECT NO. 2020-16 DESIGNED BY TDC/TFW DRAWN BY TFW CHECKED BY TDC/TFW DATE 12/3/2020 DRAWING SCALE DRAWING TITLE PLANTING DETAILS DRAWING NUMBER LS-03 3 4 SHEET OF 3 F61 1 PLANT SCHEDULE 2 3 rd A 0 7 1i E F E C C 1:3 0 TREES BOTANICAL / GOMMON NAME J53 Juniperus silicicola / Southern Red Cedar JS Juniperus silicicola / Southern Red Cedar PD Pinus elliotti 'Densa' / Slash Pine PD3 Pinus elliotti 'Densa' / Slash Pine PD2 Pinus elliotti 'Densa' / Slash Pine PT Pinus toedo / Loblolly Pine PO Platanus occidentalis / American Sycamore OV Ouercus virginiano / Southern Live Oak SHRUBS BOTANICAL / COMMON NAME TO Trachelospermum jasminoldes 'Confederate' / Confederate Jasmine VO Viburnum odoratisslmum / Sweet Viburnum SHRUB AREAS BOTANICAL / COMMON NAME SR Serenoa repens 'Cinerea' / Silver Saw Palmetto GROUND COVERS BOTANICAL / COMMON NAME NF Nephrolepis biserrato / Macho Fern PA Paspalum notatum 'Argentine' / Bahia Grass ZP Zamia pumila / Coontie LANDSCAPE SPECIFICATIONS: CONT CAL SIZE OTY 3 gal IS"-24" 22 PART 1 - GENERAL 65 gal 2"-3" Cal. 10'-12'H 6 15 gal 1.5"-2 0" 6-8' x 4'-5' 43 1.01 WORK INCLUDED 3 gal 6'I A. INSTALLATION OF TREES, PALMS, SHRUBS, GROUNDCOVERS, AND GRASS SOD. 50901 2.5"Cal S'-10' H 4 B. APPLICATION AND PAYMENT FOR REQUIRED REVIEWS. 50901 2"-3" Cal. 10'-12'H IS FG 4"Cal 14'-I6H 5 1.02 REFERENCES 45 gal 2"-3" Cal. 10'-12'H 23 A. "GRADES AND STANDARDS FOR NURSERY PLANTS," FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. CONT SIZE OTY B. "AMERICAN STANDARD FOR NURSERY STOCK," ANSI Z60.1-2004, AMERICAN NURSERY & LANDSCAPE ASSOCIATION. 3 gal 36" H w/ trellis 8 runners 10-1 3 gal 24"-30" X 24"-30" 40 1.03 SUBMITTALS A. RECORD DRAWINGS: FURNISH ONE SET OF REPRODUCIBLE RECORD DRAWINGS, CLEARLY SHOWING ALL CHANGED CONT SIZE SPACING a7Y MADE TO THE ORIGINAL CONTRACT DRAWINGS DURING THE COURSE OF WORK. 7 gal 15"-18" x I5"-IS" 48" o.c. 14 B. SOIL ANALYSIS: SUBMIT SOIL TEST RESULTS FROM AN INDEPENDENT SOIL TESTING LABORATORY PRIOR TO PLANTING. CONT SIZE SPACING 07Y 1.04 DELIVERY, STORAGE, AND HANDLING I gal 5-10 ppp 42" o.c. I A. INSPECTION: UPON DELIVERY TO THE SITE, INSPECT ALL PLANT MATERIALS FOR CONFORMITY TO THE SPECIFICATIONS sod Ii6,011 sf AND FOR HANDLING DAMAGE. REMOVE FROM THE SITE ALL NON -CONFORMING AND DAMAGED PANT MATERIALS. 3 gal I5"-24" spd. 36" 0.6. ? B. ON -SITE STORAGE: PROTECT ALL STORED PLANT MATERIALS FROM SUN AND WIND. WATER ALL STORED PLANT MATERIAL DAILY. OWNER TO INDICATE APPROPRIATE LOCATION FOR MATERIAL(S) AND EQUIPMENT STORAGE. GENERAL PLANTING NOTES: 1. ALL PLANT MATERIAL SIZES ARE MINIMUM SIZES. CONTAINER SIZES SHALL BE INCREASED IF NECESSARY TO PROVIDE OVERALL PLANT SIZED SPECIFIED. 2. FINAL ARRANGEMENT OF PLANT MATERIAL SHALL BE STAKED BY THE CONTRACTOR FOR THE APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLMENT. 3. THE PLANT QUANTITIES SHOWN ON THE LANDSCAPE CONTRACT DOCUMENTS ARE FOR THE CONVENIENCE OF THE CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL QUANTITIES AND REPORTING ANY DISCREPANCIES TO THE LANDSCAPE ARCHITECT FOR CLARIFICATION PRIOR TO CONTRACT AWARD AND COMMENCEMENT OF WORK. 4. ALL MULCH TO BE MINI PINE STRAW, Y THICK AT COMPACTION, UNLESS NOTED OTHERWISE. OCOEE LANDSCAPE NOTES 1. 40% OF THE TOTAL NUMBER OF INDIVIDUAL PLANTS USED TO SATISFY THE REQUIREMENTS OF THE OCOEE CODE SHALL BE NATIVE SPECIES. 2. ALL LANDSCAPING SHALL BE INSTALLED PER CITY OCOEE CODE. SOD NOTE: 1. SOD QUANTITIES MAY BE DIFFERENT THAN SHOWN ON THESE PLANS, INCLUDING BUT NOT LIMITED TO IN POND TRACTS, BUFFER AREAS, AND IN RIGHT OF WAYS. LANDSCAPE CONTRACTOR RESPONSIBLE FOR DETERMINING FINAL SOD QUANTITIES IN THEIR SCOPE OF WORK PRIOR TO INSTALLATION. LANDSCAPE CONTRACTOR SHALL PROVIDE SOD DELIVERY MANIFEST OR OTHER DOCUMENTATION SUBSTANTIATING FINAL INSTALLED QUANTITIES OF SOD TO OWNER. TREE NOTES: 1. STREET TREES SHALL BE PLANTED IN RIGHT OF WAY AT 50' ON CENTER AND SHALL BE ALTERNATING ON EITHER SIDE OF THE ROW EXCEPT WHERE ONLY ONE SIDE IS COMMON AREAS. FINAL REQUIRED QUANTITIES & LOCATIONS MAY VARY 2. TREES SHALL BE PLANTED 50' ON CENTER AT PERIMETER OF PROPERTY & 30' ON CENTER WHEN PERIMETER OF PROPERTY ABUTS A RIGHT OF WAY. ANY EXISTING TREES MAY BE COUNTED TOWARD THIS REQUIREMENT. THIS CRITERIA MAY BE FLEXIBLE WITH PREFERENCE GIVEN TO AESTHETICALLY PLEASING LANDSCAPE DESIGN, HOWEVER, NO MORE THAN 100 CONTIGUOUS FEET ALONG THE PERIMETER SHALL BE VOID OF TREES. 3. ALL TREES SHALL BE A MINIMUM HEIGHT OF 10 TO 15 FEET & 2 INCH CALIPER AT PLANTING AND SELECTED FROM THE CITY OF OCOEE'S APPROVED LIST OF TREES. 4. ALL TREES SHALL BE INSTALLED PER CITY OCOEE CODE. TREE PROTECTION NOTES: 1. ANY TREE WITH A DIAMETER AT BREAST HIEGHT (DBH) OF 8" IS CONSIDERED A PROTECTED TREE UNLESS CLASSIFIED AS AN INVASIVE SPECIES OR PROHIBITED TREE. ADDITIONALLY ALL PALMS WITH AT LEAST 4.5 FEET OF CLEAR TRUNK BETWEEN THE GROUND LEVEL AND THE LOWEST FROND SHALL ALSO BE CONSIDERED A PROTECTED TREE. 2. ALL TREE PROTECTION SHALL BE PERFORMED IN ACCORDANCE WITH THE CITY OF OCOEE'S ARBOR CODE. 3. EXTENTS OF TREE PROTECTION AREA SHALL BE VERIFIED IN FIELD BY OWNER'S REPRESENTATIVE. CROWN DRIP LINE OR OTHER LIMIT OF TREE PROTECTION AREA. SEE PLAN FOR EXTENTS OF PRESERVATION AREAS. L�j YrJ� TREE PROTECTION N.T.S. omUI lull VICVV NOTES: 1.) SEE ARBOR CODE FOR MINIMUM TREE PROTECTION REQUIREMENTS. 2.) IF THERE IS NO EXISTING IRRIGATION, SEE SPECIFICATIONS FOR WATERING REQUIREMENTS. 3.) NO PRUNING SHALL BE PERFORMED EXCEPT BY APPROVED ARBORIST. 4.) NO EQUIPMENT SHALL OPERATE INSIDE THE PROTECTIVE FENCING INCLUDING DURING FENCE INSTALLATION AND REMOVAL. 5.) LANDSCAPE PREP INSIDE DRIP LINE LIMITED TO SHALLOW DISKING, BUT NOT CLOSER THAN S OF TRUNK =NTS OR WIRES OTHER THAN THOSE OF R NON -DAMAGING NATURE SHALL BE JY TREE =E PROTECTION FENCE: HIGHLY IBLE BRIGHTLY COLORED HIGH JSITY -YETHYLENE FENCING 4" WOOD POST 2" DIA. GALV. STEEL PIPE THICK LAYER OF MULCH. ,INTAIN EXISTING GRADE WITH THE EE PROTECTION FENCE UNLESS HERWISE INDICATED ON THE ANS OR AS ALLOWED BY LOCAL PLANNING & DEVELOPMENT DIRECTOR P-CO1-ARD5-26 1.05 GUARANTEE A. GUARANTEE ALL PLANTING WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE OF FINAL APPROVAL AND ACCEPTANCE. B. REPLACE AT NO COST TO THE OWNER ALL PLANT MATERIALS WHICH DIE OF ARE DETERMINED BY THE LANDSCAPE ARCHITECT, OR OWNERS REPRESENTATIVE TO BE UNACCEPTABLE, UNLESS THE DEATH OR UNACCEPTABLE CONDITION IS CLEARLY BEYOND THE CONTROL OF THE CONTRACTOR, AS DETERMINED BY THE OWNER. SUCH CIRCUMSTANCES MAY INCLUDE ACTS OF MOTHER NATURE, THEFT AFTER FINAL INSPECTION, OR VANDALISM. UNACCEPTABLE PLANTS SHALL INCLUDE THOSE THAT SHOW SIGNIFICANT DIE -BACK OR FAILURE TO EXHIBIT THE HEALTHY CHARACTERISTICS INDICATIVE OF THE SPECIES. 1.06 MAINTENANCE A. MAINTAIN ALL LANDSCAPING UNTIL ONE YEAR AFTER FINAL APPROVAL AND ACCEPTANCE. B. MAINTENANCE TO INCLUDE: 1. CULTIVATING AND WEEDING PLANT BEDS AND TREE PITS. 2. APPLICATION OF HERBICIDES AND PESTICIDES 3. IRRIGATION SUFFICIENT TO SATURATE ROOT SYSTEMS APPLIED DAILY. 4. TRIMMING AND PRUNING, INCLUDING REMOVAL OF CLIPPINGS AND DEAD OR BROKEN BRANCHES, AND TREATMENT OF PRUNED AREAS OR OTHER WOUNDS. 5. DISEASE CONTROL. 6. MAINTAINING GUYS AND STAKES IN A TIGHT CONDITION. 7. MAINTAINING TREES IN A PLUMB CONDITION. 8. WEEKLY MOWING AFTER SOD IS SUFFICIENTLY ROOTED. PART 2-PRODUCTS 2.01 PLANT MATERIALS A. TREES AND SHRUBS. ALL PLANT MATERIALS SHALL BE FLORIDA #1 AS OUTLINED IN "GRADES AND STANDARDS FOR NURSERY PLANTS." B. SOD: PROVIDE ONLY NURSERY GROWN, MACHINE CUT SOD OF THE TYPE INDICATED ON THE DRAWINGS. SOD SHALL BE WELL -MATTED WITH ROOTS, FREE OF EXCESSIVE WEEDS, AND SHALL BE GREEN, FRESH AND UNINJURED AT THE TIME OF PLANTING. 2.02 SOIL MATERIALS A. TOPSOIL: FERTILE, AGRICULTURAL TOPSOIL, TYPICAL FOR PROJECT LOCALITY, CAPABLE OF SUSTAINING VIGOROUS PLANT GROWTH, TAKEN FROM DRAINED SITE, FREE OF SUBSOIL, CLAY, PLANTS, WEEDS AND ROOTS, pH RANGE OF 5.5 TO 7.0, MINIMUM 4 PERCENT, MAXIMUM 20 PERCENT ORGANIC MATTER. B. PEAT MOSS: SHREDDED, LOOSE, SPHAGNUM MOSS, FREE OF LUMPS, ROOTS, INORGANIC MATERIAL, MINIMUM 85 PERCENT ORGANIC MATERIAL MEASURED BY OVEN DRY WEIGHT, 4 TO 5 pH RANGE, MOISTURE CONTENT OF 30PERCENT. C. SAND: COARSE, WASHED, BUILDERS SAND D. PLANTING SOIL MIXTURE: PROVIDE MIXTURE OF IMPORTED TOPSOIL OR APPROVED TOPSOIL FROM SITE, PEAT, SAND, AND OTHER AMENDMENTS AS RECOMMENDED BY THE INDEPENDENT SOIL TESTING LABORATORY FOR THE SPECIFIED PLANTS. 2.03 OTHER MATERIALS A. MULCH: PINE BARK MINI NUGGETS OR PINE STRAW 3" THICK COMPACTED UNDER ALL TREES, PALMS, SHRUBS, & GROUNDCOVER. B. FERTILIZER: 1. FLOWERING ANNUALS AND BEDDING PLANTS: SIERRABLEN 18-7-10 (+IRON), RATE OF APPLICATION 2LBS PER 100 SQ.FT. 2. CONTAINER GROWN TREES, SHRUBS, AND GROUNDCOVER: AGRIFORM 21 GRAM TABLES, RATE OF APPLICATION AS FOLLOWS: (1-2 GALLON PLANTS:1 TABLET) (30 GALLON PLANTS TABLETS) (3-5 GALLON PLANTS: 2 TABLETS) (65 GALLON PLANTS:8 TABLETS) (7-10 GALLON PLANTS: 3 TABLETS) (100 GALLON PLANTS:10 TABLETS) (15 GALLON PLANTS: 4 TABLETS) (200 GALLON PLANTS: 15 TABLETS) 3. FIELD GROWN AND COLLECTED TREES: AGRIFORM 21 GRAM TABLETS, ONE TABLET PER OF CALIPER FOR STANDARD TREES; ONE TABLET PER FOOT SPREAD FOR MULTI -TRUNK TREES. 4. NEWLY PLANTED SOD: 6-6-6 APPLIED PER MANUFACTURER'S INSTRUCTIONS. 2.04 TESTS A. PROVIDE ANALYSIS OF IMPORTED TOPSOIL INDICATING pH VALUE AND PERCENTAGE OF NITROGEN, PHOSPORUS, POTASH, SOLUBLE SALT, AND ORGANIC MATTER. PROVIDE ANALYSIS OF EXISTING SOIL IN REPRESENTATIVE PLANTING AREAS, INDICATING REPRESENTATIVE PLANTING AREAS, INCLUDING LABORATORY RECOMMENDATIONS FOR SOIL AMENDMENTS NECESSARY FOR OPTIMAL PLANT GROWTH. PART 3-EXECUTION 3.01 PREPARATION A. FINE GRADING: FINE GRADE PLANTING AREA, AS INDICATED ON THE DRAWINGS, ELIMINATING LOW OR ROUGH AREAS, AND BUILDING DEBRIS, STONES AND RUBBLE. FINISH GRADES SHALL BE SLOPED IN THE SAME DIRECTION AS EXISTING DRAINAGE, NEW GRADES SHALL NOT REVIEW PONDING OR STANDING WATER. B. ALERT THE OWNER OF POTENTIAL GRADING AND DRAINAGE PROBLEMS, INCLUDING DEPRESSED PLANTING AREAS WITH NO OUTFALL, SATURATED PLANTING AREAS, PLANTING PITS THAT HOLD WATER FOR PROLONGED PERIODS, AND ANY OTHER CONDITION DETRIMENTAL TO OPTIMUM PLANT GROWTH. 3.02 PLANTING A. TAKE LOCATIONS OF ALL TREES AND SHRUBS. ALIGN WITH ARCHITECTURAL OR ENGINEERING REFERENCES FEATHERS AS INDICATED ON THE DRAWINGS. INFORM LANDSCAPE ARCHITECT OF UNFORESEEN OBSTACLES WHICH MAY AFFECT THE LOCATIONS AS SHOWN ON THE DRAWINGS. CONTRACTOR SHALL CONTACT LANDSCAPE ARCHITECT FOR APPROVAL OF ALL STAKED PLATINGS PRIOR TO INSTALLATION. B. PLANT TREES AND SHRUBS, ROTATING AS NECESSARY FOR BEST APPEARANCE FROM THE PREDOMINANT VIEWPOINT. C. LAY OUT SHRUB BEDS, SCALING THE LOCATIONS AND DIMENSIONS OF EACH BED, FOLLOWING THE CONFIGURATIONS INDICATED ON THE DRAWINGS. ADJUST THE BED DIMENSIONS TO THE QUANTITY AND SPACING OF PLANTS SHOWN ON THE PLANT LIST OR SCALED FROM THE DRAWINGS. INFORM THE LANDSCAPE ARCHITECT OF SIGNIFICANT DISCREPANCIES BETWEEN PLAN BED DIMENSIONS AND PLANT QUANTITIES. D. PLANT SHRUBS AND ANNUALS, MAINTAINING UNIFORM SPACING AS INDICATED ON THE PLANT LIST OR SCALED FROM THE DRAWINGS. E. DISTRIBUTE OR DISPOSE OF EXCAVATED SOIL FROM PLANTING HOLES, MAINTAINING THE DESIRED FINISH GRADES. F. LAY SOD ON FINE -GRADED, MOISTENED SOIL, WITHOUT GAPS OR OVERLAPS. TAMP OR ROLL TO PROVIDE FIRM CONTACT WITH SOIL. SOD LINE AT PLANT BEDS SHALL BE CUT TO THE CONFIGURATION AND DIMENSIONS SHOWN ON THE DRAWINGS. A MINIMUM DIMENSION SHALL BE MAINTAINED BETWEEN PLANTS AND SOD EQUAL TO ONE-HALF THE PLANT SPACING, MEASURED FROM THE CENTER OF THE PLANT TO THE EDGE OF THE SOD. A CIRCULAR RING OF 12 INCH RADIUS SHALL BE MAINTAINED FREE OF GRASS AROUND TREES WITHIN SODDED AREAS. G. APPLY FERTILIZER TABLETS, EQUALLY DISTRIBUTED AROUND ROOTBALL AT A DEPTH EQUAL TO ONE-HALF THE ROOTBALL DEPTH. APPLY GRANULAR FERTILIZERS TO SOD AND BEDDING PLANTS. SWEEP FERTILIZERS FROM WALKWAYS TO AVOID STAINING. H. SATURATE SOIL THOROUGHLY DURING AND AFTER BACKFILLING OF PLANTS, AND AFTER LAYING OF SOD. I. APPLY A LAYER OF MULCH, MINIMUM 3 INCHES AFTER SETTLEMENT, TO ALL PLANT BEDS AND TREE RINGS. J. STAKE AND GUY ALL TREES SECURELY. ATTACH WHITE SURVEYOR'S RIBBON TO ALL GUY WIRES ADJACENT TO PEDESTRIAN AREAS. DESIGN STUDIO LANDSCAPE ARCHITECTURE COMMUNITY PLANNING URBAN DESIGN 1616 E. HILLCREST STREET STE. 106 0RLAN D0, FL 32803 PH: 407-266-2626 Ifs IAW COPYRIGHTS AND OTHER PROPERTY RIGHTS IN THESE PLANS, IDEAS, AND DESIGNS. THESE PLANS, IDEAS, AND DESIGNS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MATTER; WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION, CONSENT, AND PROVIDING APPROPRIATE COMPENSATION TO TDC. WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR VERIFYING DIMENSIONS AND CONDITIONS OF THE JOB. TDC IS NOT RESPONSIBLE FOR THE ACCURACY OF INFORMATION PROVIDED BY OTHERS AND INCORPORATED IN THESE DRAWINGS. TDC IS TO BE NOTIFIED IN WRITING OF ANY VARIATION FROM THE DIMENSIONS, CONDITIONS AND SPECIFICATIONS APPEARING ON THESE PLANS. (0 2020. 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