Loading...
Item #03 Approval of the Sunbelt Rental Large Scale Final Site Plan (FSP) Project No: LS 2017-001Contact Name: Contact Number: AGENDA ITEM STAFF REPORT Meeting Date: Item # Michael RumC, V-� �X er 407-905-3100/1018 Subject: Sunbelt Rental Large Scale Final Site Plan Project # LS 2017-001 Commission District # 3 — Richard Firstner Background/Summary: ust 1. 2017 Reviewed By: Department Director: City Manager: The subject property is zoned 1-2 (Heavy Industrial) and is located east of State Road 429, south of Ocoee Business Parkway, west of Maguire Road, and north of Enterprise Street. The subject site is approximately 27.86 acres and contains two (2) isolated wetlands. The smaller of the two is a 1.22 acre isolated wetland and the second is a 2.60 acre isolated wetland. The subject site is currently undeveloped. The subject site Parcel ID Number is 19-22-28-0000-00-047. The table below references the future land uses, jurisdiction, zoning classifications and existing land uses of the surrounding parcels: Direction Future Land Use Zoning Classification Existing Land Use North Light Industrial 1-1 Ocoee Business Park East Light Industrial 1-1 Vacant South Heavy Industrial 1-2 Ocoee Public Works Facility West N/A N/A 429 Expressway DISCUSSION: The proposed Sunbelt Rental Large Scale Final Site Plan consists of a 12,161 sq. ft. retail rental facility and a 14,408 sq. ft. contractor service and maintenance shop. The Final Site Plan provides for the water, sewer, and reclaimed utility connections. A Master Stormwater Pond is provided to handle all runoff. The applicant has obtained SJRWMD permits already. The site has two isolated wetlands which restricts development of the site. The applicant is proposing to mitigate development of the wetlands. As an off -setting benefit, the applicant is dedicating right-of-way to the City. First, the applicant is dedicating five (5) feet along Maguire Road. Maguire Road is programmed to be a 100 foot right-of-way and is currently 90 feet. Additionally, the applicant is dedicating land for a future right-of- way extension of a road from Ocoee Business Park to L. F. Roper Pkwy. The proposed extension is indicated in the Downtown Master Plan and on the Preliminary Subdivision Plan for Ocoee Business Park. The project will be accessed from Maguire Road with a left turn and a right turn deceleration lane being constructed by the applicant. The property will be serviced by City of Ocoee Water and Sewer. A 5.66 acre retention pond located on the west side buffers the site from the 429 Expressway. The landscaping plan provides for additional plantings on the north side of the property adjacent to the 1-1 zoned Light Industrial park and on the west side along the retention pond. Additionally, the applicant is proposing to increase landscaping to provide additional shielding from 429 Expressway. The City of Ocoee Public Works Department requested fewer canopy trees on the southern boundary. The request was made to keep maintenance of a stormwater pond located adjacent to the property line. Based on the Preliminary Plan approval, the applicant has: i) dedicated five (5) feet of right-of-way along Maguire Road; ii) provided a left turn lane extending past the entrance of Ocoee's Public Works Facility; and iii) provided a right -turn deceleration lane into the site on Maguire Road. Issue: Should the Honorable Mayor and City Commissioners approve the Large Scale Final Site Plan for Sunbelt Rental? Development Review Committee Recommendation: The Development Review Committee (DRC) has approved t outstanding comment dealt with the south side drainage documentation that the property will be graded away from the runoff from the adjacent property. Planning & Zoning Commission Recommendation: he Large Scale Final Site Plan. The last ditch question. The applicant provided ditch thus keeping a sufficient separation of The Planning and Zoning Commission reviewed the Large Scale Final Site Plan at the July 11, 2017, Planning and Zoning Meeting. The Planning and Zoning Commission voted 7-0 to recommend approval of the site plan. Staff Recommendation: Based on the recommendation of the DRC and Planning and Zoning Commission, Staff recommends that the Honorable Mayor and City Commission approve the Large Scale Final Site Plan for Sunbelt Rental. Attachments: Location Map Zoning Map Aerial Final Site for Sunbelt Rental Financial Impact: None. Type of Item : (please mark with an 'k ) Public Hearing Ordinance First Reading Ordinance Second Reading Resolution X Commission Approval Discussion & Direction Original Document/Contract Attached for Execution by City Clerk Original Document/Contract Held by Department for Execution For Clerk's Dept Use: Consent Agenda Public Hearing Regular Agenda Reviewed by City Attorney N/A Reviewed by Finance Dept. X N/A Reviewed by A ) N/A Sunbelt Rental Zoning Map 1 inch = 795.966376 feet 27,937.5 0 275 550 825 Feet Printed: May 2017 QSubject Property Unincorporated Territory ®and Other Municipalties Zoning Classification: General Agricultural (A-1) Suburban (A-2) Single -Family Dwelling (R-1AAA) Single -Family Dwelling (R-1AA) Single -Family Dwelling (R-1A) Single -Family Dwelling (R-1) One- & Two -Family Dwelling (R-2) Multiple -Family Dwelling (R-3) Mobile Home Subdivision (RT-1) Professional Offices & Services (P-S) Neighborhood Shopping (C-1) Community Commercial (C-2) General Commercial (C-3) Restricted Manufacturing & Warehousing (1-1) General Industrial (1-2) '~ Commercial (PUD) rA- Low Density (PUD) Medium Density (PUD) High Density (PUD) - Public Use (PUD) Unclassified Lakes and Water Bodies 1-1 I 1 y _i y p .: Capitol �. M _amAt A gap+ 11( r• Geo Earthstar Geographics, CNES/Airbus D e GL1Us mmunity • hio LEGAL DESCRIPTION: SITE DATA: A PART OF SECTION 19, TOWNSHIP 22 SOUTH, RANGE. 28 EASES ORANGE COUNTY, FLORIDA, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE NORTHWEST CORNER OF SECTION 19, TOWNSHIP 22 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA; THENCE N 89'10'22' E ALONG THE NORTH LINE OF SECTION 19 FOR 40.00 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE N 89'10'22' E FOR 2560.32 FEET TO THE NORM 1/4 CORNER OF SECTION 19; THENCE N 89'47'66' E ALONG THE NORTH LINE OF SECTION 19 FOR 103,93 FEET TO AN INTERSECTION WITH THE WEST RIGHT-OF-WAY LINE OF MAGUIRE ROAD, SAID INTERSECTION BEING A POINT ON A CURVE CONCAVE NORTHEASTERLY AND BEARING S 89'45'18' W FROM THE CENTER OF SAID CURVE; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE, HAVING A RADIUS OF 721.27 FEET, THROUGH A CENTRAL ANGLE OF 3T18'06', FOR 469.57 FEET; THENCE S 89'10'18' W, ALONG THE NORM LINE OF THAT CERTAIN PARCEL DESCRIBED IN OFFICIAL RECORDS BOOK 2956, PAGE 1015, PUBLIC RECORDS, ORANGE COUNTY, FOR 695,03 FEET TO THE NORTHWEST CORNER THEREOF; THENCE S 89'10'18" W. ALONG THE NORTH LINE OF THAT CERTAIN PARCEL DESCRIBED IN OFFICIAL RECORDS BOOK 3338, PAGE 1674, PUBLIC RECORDS, ORANGE COUNTY, FOR 450.00 FEET; THENCE S G0'30'17' E ALONG THE WEST LINE OF SAID PARCEL FOR 425.66 FEET TO THE NORTHEAST CORNER OF THE PLAT OF WEST ORANGE INDUSTRIAL PARK UNIT TWO, PUT BOOK 5, PAGES 84 AND 85. PUBLIC RECORDS, ORANGE COUNTY; THENCE S 89'10'09' W, ALONG THE NORTH LINE OF SAID PLAT FOR 1065.74 FEET; THENCE S 00'32'31' E, ALONG THE NORM LINE OF SAID PUT FOR 366.67 FEET; THENCE S 89'10'09' W, ALONG THE NORM LINE OF SAID PLAT FOR 30.00 FEET; THENCE S 00'29'47' E ALONG THE NORM LINE OF SAID PLAT FOR 60.00 FEET; THENCE S 8B52'44' W, ALONG THE NORM LINE OF SAID PLAT FOR 279.73 FEET TO THE NORTHWEST CORNER THEREOF; THENCE S 88'41'46' W, ALONG THE NORTH LINE OF THE WEST 1/4 OF THE SOUTHWEST 1/4 OF THE NORTHWEST 1/4, SECTION 19, FOR 330.05 FEET TO THE WEST LINE OF SECTION 19; THENCE N 00'29'47' W, ALONG SAID WEST LINE FOR 941.09 FEET; THENCE N 89'10'22' F, ALONG THE SOUTH LINE OF THE NORTH 365 FEET OF THE NW 1/4 OF SAID SECTION 19 FOR 40.00 FEET, THENCE N 00'29'47' W, ALONG THE EAST LINE OF THE WEST 43 FEET OF THE NW 1/4, SECTION 19, FOR 355.01 FEET TO THE POINT OF BEGINNING. AND THOSE LANDS DESCRIBED IN A TAX DEED RECORDED IN OFFICIAL RECORDS BOOK 4163, PAGE 3237 OF THE PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA DESCRIBED AS FOLLOWS: BEGIN AT THE NORTHWEST CORNER OF WEST ORANGE INDUSTRIAL PARK UNIT 1, AS RECORDED IN PLAT BOOK 3, PAGE 118 OF THE PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA, RUN EAST 30 FEET; NORTH 425.66 FEET, WEST 30 FEET; SOUTH TO POINT OF BEGINNING. LESS AND EXCEPT THE FOLLOWING: A PART OF THE NW 1/4. NW 1/4 OF SECTION 19, TOWNSHIP 22 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE NORTHWEST CORNER OF SECTION 19, TOWNSHIP E2 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA: THENCE THENCE N BTIO'22' E. ALONG THE NORLINE OF SECTION 19 FOR 40.00 FEET TO THE POINT OF BEGINNING; THENCE N 89'10'22' E, ALONG THE NORTH LINE OF SECTION 19 FOR 538.46 FEET; THENCE S 0032'31' E, FOR 1233,35 FEET; THENCE N 86'52'49' E, FOR 30.03 FEET TO THE INTERSECTION OF THE NORTH RIGHT-OF-WAY LINE OF ENTERPRISE STREET AND THE WEST RIGHT-OF-WAY LINE OF LF. ROPER PARKWAY; THENCE S 0029'47' E ALONG THE WEST RIGHT-OF-WAY LINE OF LF. ROPER PARKWAY FOR 60.GO FEET TO THE NORTHEAST CORNER OF LOT AS. WEST ORANGE INDUSTRIAL PARK, UNIT TWO, PUT BOOK 5, PAGES 84 AND 85, PUBLIC RECORDS, ORANGE COUNTY, FLORID.; THENCE S 86'52'44' W, ALONG THE NORM LINE OF LOT A5, SAID PUT OF WEST ORANGE INDUSTRIAL PARK UNIT TWO, FOR 279.73 FEET TO THE NORTHWEST CORNER THEREOF; THENCE S 88'41'46' W, ALONG THE SOUTH LINE OF THE WEST 1/4 OF THE NORTHWEST 1/4 OF THE NORTHWEST 1/4, SECTION 19, TOWNSHIP 22 SOUTH, RANGE 28 EAST, FOR 330.03 FEET TO THE WEST LINE OF SECTION 19. TOWNSHIP 22 SOUTH, SOU, RANGE 29 EAST; THENCE N 0029'47' W. ALONG SAID WEST SECTION LINE FOR 941.09 FEET; THENCE N 89'10'22' E, ALONG THE SOUTH LINE OF THE NORTH 365.00 FEET, OF SECTION 19 FOR 40.00 FEET; THENCE N 00'29'47' W. FOR 365.01 FEET TO THE NORTH LINE OF SECTION 19 ALSO BEING THE POINT OF BEGINNING. TOGETHER WITH A NON-EXCWSIVE, PERPETUAL EASEMENT FOR ROAD PURPOSE, UNDERGROUND SEWER AND WATER UTILITY SERVICES AND STORM WATER DRAINAGE IN THAT CERTAIN RECIPROCAL ROAD AND UTILITIES EASEMENT AGREEMENT RECORDED JUNE 16. 198% IN O.R. BOOK 3798, PAGE 2605, IN THE PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA, OVER AND ACROSS THE FOLLOWING LAND: A PART OF THE NW 1/4 OF THE NW 1/4, SECTION 19. TOWNSHIP 22 SOUTH, RANGE 26 EAST, ORANGE COUNTY, FLORIDA, MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGIN AT THE INTERSECTION OF THE NORM RIGHT-OF-WAY LINE OF ENTERPRISE STREET AND TH WEST RIGHT-OF-WAY LINE OF LF.ROPER PARKWAY AS SHOWN ON THE PLAT OF WEST ORANGE INDUSTRIAL PARK UNIT TWO, PUT BOOK 5, PAGE 84 AND 65, PUBLIC RECORDS, ORANGE COUNTY, FLORIDA; THENCE S 00'29'47' E, (BEARINGS BASED ON PUT OF WEST ORANGE INDUSTRIAL PARK, UNIT 1, PUT BOOK 3, PAGE 118, PUBLIC RECORDS, ORANGE COUNTY, FLORIDA) ALONG THE WEST RIGHT-OF-WAY OF LF. ROPER PARKWAY FOR 60.00 FEET; THENCE S 8652'44' W. ALONG THE NORM LINE LOT AS, SAID PUT OF WEST ORANGE INDUSTRIAL, UNIT TWO FOR 29.98 FEET; THENCE N 0032'31' W. FOR 60.00 FEET; THENCE N 86'52'49' E. FOR 30.03 FEET TO THE POINT OF BEGINNING. LESS ROAD RIGHT-OF-WAY FOR MAGUIRE ROAD AS RECORDED IN ORB 4056, PAGE 4093 OF THE PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA, ALSO LESS MD EXCEPT THE FOLLOWING LIMITED ACCESS RIGHT-OF-WAY: A PORTION OF THE NORTHWEST 1/4 OF SECTION 19. TOWNSHIP 22 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA, BEING PARTICULARLY DESCRIBE) AS FOLLOWS: COMMENCE AT THE NORTHWEST CORNER OF SAID SECTION 19; THENCE RUN N 89'08'10' E, ALONG THE NORM LINE OF SAID SECTION 19 A DISTANCE OF 578.46 FEET FOR A POINT OF BEGINNING; THENCE CONTINUE N 8508'10' E, ALONG THE NORM LINE OF SAID SECTION 19 A DISTANCE OF 290.72 FEET; THENCE DEPARTING THE NORM LINE OF SAID SECTION 19 RUN S 0034'43' E, 805.33 FEET; THENCE RUN S 89'07'43' W. 290.72 FELT; THENCE RUN N 00'34'43' W, 805.36 FEET TO THE POINT OF BEGINNING, APPIAN LARGE SCALE FINAL SUBDIVISION PLAN & SITE 2221 LEE ROAD, SUITE 17 BOARD OF PROFESSIONAL WINTER PARK, FLORIDA 32789 ENGINEERING CERTIFICATE (407) 960-5868 NO. 28973 PLAN FOR LOT 1 SUNBELT RENTALS SCALE 1' = 1000' AGENCY CITY OF OCOEE S.J.R.W.M.D. F.O.E.P. F.D.E,P. F.D.E.P. CITY OF OCOEE , FLORIDA PERMIT TYPE ERP WATER WASTEWATER NPDES VICINITY MAP SCALE 1' = 5000' SCALE 1' = 1000' PERMITS REQUIRED APPROVED SOILS MAP SCALE., 1' = 1000' APPROVAL NO. DATE GCPA - PARCEL ID /: 19-22-28-OGOD-0D-047 PROPERTY ADDRESS: 501 ENTERPRISE STREET OCOEE. FL 34761 TOTAL PROPERTY AREA ±Z7,86 A., EXISTING FUTURE LAND USE: HEAVY INDUSTRIAL EXISTING ZONING: I-2 ADJACENT ZONING: 1-1 h 1-2 MAXIMUM FAR: 3.0 EXISTING WETLAND AREA: 3.82 Ac. WETLAND TO BE MITIGATED: 3.82 A. WETLAND TO REMAIN: 0.00 M. STORMWATER DRAINAGE SYSTEM SHALL BE DESIGNED IN ACCORDMCE WITH CITY OF OCOEE AND SJRWMD STANDARDS, POTABLE WATER AND SWMARY SEWER SERVICE WILL BE PROVIDED BY CITY OF OCOEE. SERVICE DEMANDS: WATER (3.252 ERU.• 300 GPD/ERU) 975.SO GPO SEWER (3.252 ERU * 27. GPD/ERU) B78.04 CPO ER REFTO C4.1 FOR DETAILS SHEET INDEX: C1.0 CONDITIONS OF APPROVAL C7.1 GENERAL NOTES C2.0 EXISTING CONDITIONS C2.1 EROSION CONTROL k M.O.T. PLAN C2.2 EROSION CONTROL h M.O.T. DETAILS C2.3 EROSION CONTROL & M.O.T. DETAILS C3.0 AERIAL SITE PUN C3.1 GEOMETRY SITE PUN C3.2 PRIMARY PARCEL SITE PLAN . C3.3 GEOMETRY SITE DETAILS C3.4 BUILDING 'A' ELEVATIONS C3.5 BUILDING 'B' ELEVATIONS C4.0 UTILITY NOTES C4.1 OVERALL UTILITY PLAN C4.2 PRIMARY PARCEL UTILITY PLAN C5.0 OVERALL PAVING & GRADING PLAN Cs PRIMARY PARCEL PAVING h GRADING PUN C5.2 OVERALL DRAINAGE PLAN C6.0 PUN do PROFILE C7.a CIVIL DETAILS C8.0 UTILITY DETAILS C8.1 UTILITY DETAILS C8.2 UTILITY DETAILS C8.3 LIFT STATION DETAILS C9.0 DRAINAGE DETAILS C9.1 DRAINAGE DETAILS LS01 TREE MITIGATION PLAN LS02 TREE MITIGATION PLAN LS03 LANDSCAPE SITE PUN LSO4 LANDSCAPE SITE PLAN IR01 IRRIGATION SITE PUN , IR02 IRRIGATION SITE PLAN SHEET 1 OF 3 BOUNDARY SURVEY SHEET 2 OF 3 TOPOGRAPHY SURVEY SHEET 3 OF 3 TREE SURVEY PROJECT TEAM: OWNS CROWN ENTERPRISES, INC. SURVF/OR GRUSENMEYER - SCOTT h ASSOC., INC. CONTACT: MICHAEL SWHAT SURVEYOR: THOMAS X, GRUSENMEYER, PSM PO BOX 869 5400 E . COLONIAL DR. WARREN, MI 48090 ORLANDO, FL 32807 PHONE: (886) 467-1711 PHONE (407) 277-3232 DEVELOPER EMAIL.' GRUSCOTTOGMAILCOM MPV PROPERTIES, LLC GEO7ECHNICAI ENGINEER CONTACT: KEN CHAPMAN ECS FLORIDA, LLC 521 E MOREHEAD STREET, SI TIE 400 ENGINEER: GAUTHAM PILUPPA, P.E.CHARLOTTE, NO 28202 2815 DIRECTORS ROW, SUITE 500 PHONE 704 561-5238 ORLANDO, FL 328G4 EMAIL'KC OMPVRECOM PHONE (407) 859-8379 X2422 INEER EMAIL GPILLAPPAOECSLIMfLED.COM APPIAN ENGINEERING, LLC IANDSCAPF ARCHITECT ENGINEER LUKE M. CLASSON, RE LANDSCAPE DESIGNS, I.I.C. 2221 LEE ROAD. STATE 17 ARCHITECT: CARL J. KELLY JR. WINTER PARK, FL 32789 4465 GABRIELLA LANE PHONE: (=» 960-5868 WINTER PARK, FL 32792 EMAIL• LCLASSONOAPPLMFLCOM PHONE: (407) 484-3414 EMAILCKELLYIOCFLRR.COM ENVIRONMENTAL ENGINEER BKL-TECH CONSULTING BLINDING ARCHBECf ENGINEER: MARK AUSLEY JOHNSON CARTWRIGHT JARWN ARCHITECTS, P.A. 3025 EAST SOUTH STREET ARCHITECT. KEVIN L JARMAN, AV. ORLANDO, FL 32803 2700 N. IUCDILL AVE SUITE 212 PHONE 1,T ) 894-5969 TAMPA. FLORIDA 33607 EMAIL. LIMKOBIOTECHCON;UL7ING.COM PHONE: (813) 264-0501 EMAIL KEVINOJGWRCMTECTB.COM DESCRIPTION E NCRAMFfS PROJECT NO. &JN-DOI M VIT Conditions of Approve 1. The City of Ocoee is subject to the terns, provisions and restrictions of Florida Statutes, Chapter 153, concerning moratoria on the Issuance of building permits under certain circumstances. The City has no lawful authority to exempt any private entity or Itself from the application of such state legislation and nothing herein shall be construed as such an exemption. 2. The project shall be developed in one phase. 3. Each phase of the project will stand on its own with respect to public services (sewer, water, stormwater management, access and other related services). 4. Except as specifically noted on this plan, development of the property shall be consistent with the requirements of the City of Ocoee Code of Ordinances (the 'Code'), which Code includes Chapter 180, the City of Ocoee Land Development Code (the `Land Development Code"). 5. Nothing herein shall be construed to waive any provision of the Land Development Code except to the extent expressly set forth on a waiver table or explicitly set out on the plan. 6. Any damage caused to any public streets as a result of the construction activities related to the project shall be promptly repaired by the Owner to the applicable governmental standards at the Owners sole cost and expense. 7. Them shall,be no access from the property to any public streets except at the approved locations shown on the approved Final Site Plan. 8. All existing structures (including buildings, power lines, existing aerial and utility facilities) will be removed and/or terminated prior to or during construction of the development replacing those uses. 9: Development of this property is subject to that certain Development Agreement dated as recorded in Official Records Book_; Page_ Pubic Records of Orange County, Florida. 10. All legal Instruments Including, but not limited to (1) declarations of covenants, easements and restrictions for the property, (it) articles of incorporation and bylaws of the property owners' association (the "Association'); and (lit) warranty deeds, easements and bill of sale documents to the Association, the City, the County and/or the St. Johns River Water Management District (°SJRWMD') shall be provided to the City for review and approval prior to platting all or a portion of the property. 11. Parking for individual lots shall be provided in accordance with the Land Development Code. 12. Each fire hydrant shall be painted OSHA yellow in color and a blue reflective marker shall be affixed to the street In the center of the lane closest to each hydrant. 3�-{IE-pubiicseads}Skea4lghts,-security-Ilghtsand4ighlRgiar-ocmman areas-meelRg- currant-land-9evelapmeM£aria-raqurements-shallba-Installed-by-the-Awnerprierfa Ceuulcate-e Rear-If-upgraded-straat-7ishtsate-iRstaledr iha-8varer-andlhe-Assosf titian-wiU-be-Faquiredto- Owgera-and-Homeavmers--AssasialaR-Agreement -for -Upgraded -Street--kfghts-wiar-the- Bwnerand4heAssociatisobemg�espaRsibla••ter-spare§ng-seats-ferlhadi#eraRcabeivweR- staadards4eetligtNsand•tha apgradedabeefligats.- [if private4oads}-Street ligh tsnsraz;ualyJigtdsamd4ighliRg ter-semmea areas -meeting sacra Rt- La nd shalt-beaRst 4y ttre 8vme ,f CempletianatJhe9vneA%� espensibl6%r- alfeperatingsossrelating to suolitighting.- 4.[P-dvat4-Readsj4n4he,-event.19atesare fRstalledeR-the�rfvate{eads the-gatessnd- suhdivislenshal-Damply coder-Fvticle-VIII, Chapter34-eCihe-9raRga-Gounty Gads-fergated- semmuRiles as-coal-as-arty-amandme��ed-prior..fo- approval -of the -Final -Subdivision FfaR.-Partite,--iRahe-eventAtange.Caunty-rescinds-er- seasastehave-regulaaaRs fergatadsammuailes,-lltertiUte-regulagens-iRe#eskatthatime- efFaRalSubdtvisiawPtanappreval sftall-aaRtrel.Ali-refereRsesiRsarcUCouRly-Ced�GAapter. te-ihe'Geunt�sbalkadeerRedte-refer-te lhaSity'-forPurpesesef thra-regt+immaR4Clok- taEnierand ifnaxHex teshaalagyNtalba-iastauad-and apemaenai-at-sash gate,- 5..-�ltesvmersbaltsonstatst-apprepriatacurbssuls-ta-enablesanstru_ clem44.mpsat- al--++9h-v+ay--intatsestioAs-{and-egraC-areas-asto - aceamrnedate-asrass te-aidewaiksaridslreets-for-parsers-wtta are-iR-vr116elehaus-and- ether-pemons,vho are physically -h- at {he-firne 6fifaVBiBjirReRtaf-Ilia-let-err tract. -When SldelwaRiS 2te- sansirusted-en-cemerJatsat-seriamlesalans,81e-sidewalks-willbe-extended-te-the-surh- and-the-appropriate-smpswiil-atea-bs ceRstnaGed, -Sidewalks-adjasentte-snmmenaress_ shall bs sensiruetadat Uiatime-ef-perraanantcat+sbuetiaaefadjasenlcetRmanareas. Section F. Stormwaler Management System 1. All retention ponds will be unfenced with maximum 5:1 side slopes into the pond. 2. The development of this project will incorporate the stonm+ater needs of all public roads within the project. 3. All building setbacks from all retention areas shall be fifteen feet (151) feet from the top of the bank. 4. Unless otherwise specifically provided fa, the SWMS, including all pipes, inlets, manholes, structures and retention ponds, will be owned, operated and maintained by the Association. 5. Notwithstanding the conveyance of the retention ponds to the Association or any provision to the contrary contained in these Conditions of Approval, the Owner shall remain responsible for the maintenance of the SWMS, including all retention ponds, until such time as: 13. The Owner of each tract shall be responsible for Installing reuse lines along with the other subdivision infrastructure. At such time as muse water is available to the property, the Owner shall be responsible for connection to the reuse system lines. 14. Pursuant to the Land Development Code, all subdivision signage must be consistent with the legally assigned name of the subdivision. Any subsequent change to the name of the subdivision must be approved by the City Commission of the City. 15. To the extent the Land Use Plan and these Conditions of Approval conflict with the Land Development Code, the provisions of the land Use Plan and these Conditions of Approval shall control. 16r {lf�fo-CiEy}.-I'a-lhe.axteat-anyJia-ateliers-are-requiredan-lhapreperfy-They-coil{-ba- conveyed in -Ihe-Coy-at--ibe -time-af-plaktlng.--Alt-such--lift-atagens�halt-ha�esi@mad-iR- accerdance unt4i lheEity-ef-0saes€aginearingSkaadardslAanual.- [lf-fo-Gaunty]---Te-ihe-extentany-lia-sta§ans-are-raquimd-eRthe-pmpedy-they-.wi4{-be- caRveyedia-the-Ceunty-.atJha-time-af-plattang.-L-i�-statism-tasiiluas-spell-be.desfgnadJs- accersunedatsa-master-pumping- Naaen-cemsistent-vrilh-the-Couat}rs.utili4y-maser-plans.._ Alt sucplia-slatians-shallka-tensed-vria>black,-vinyichalrWfnk-fense.-with-pastsandral4s- pafnted-blaek,anclsha11kesef-back-naJess-ihan25'dram-enyslmeL-Sucfa liastatiensshalt- alse-bescreanadv�#rhedgelype shrubbery,sush-as-vi§umunz•orllgusln+m,- Section B. Trees 1. Existing trees eight feet (8') or larger (other than chrus trees or'trasW trees) located along proposed locations of buffer walls or road right-of-way lines will be preserved If at all possible; the buffer walls and roads will be designed around those trees to Incorporate them Into required landscape buffers and as street trees 2. The existing grades on individual lots containing protected trees will be maintained as much as possible to preserve existing protected trees. For lots or tracts containing protected trees, there will be no grading or other construction on the same except as specified In the approved Final Subdivision PlardFinal Site Plan, until building permits are Issued for those lots/tracts. 3. Removal of existing protected trees will be limited to clearing road right-of-way and retention areas as detailed in the Final Subdivision Plan/Final Site Plan. All existing protected trees on individual lots and tracts will be evaluated at the time of site plan review for that lot or tract, to determine whether or not each tree needs to be removed. 4. In order to ensure that as many existing trees as possible will be preserved, all road rights -al -way and retention areas will be flagged for review by the City prior to any tree removal. No clearing permits will be Issued for site work or building construction until the trees to be preserved have been clearly marked with tree protection barriers. 5. No person shall undertake land clearing or the removal of any protected trees without first obtaining a permit from the Building Department. The removal of protected trees shall be minimized to the maximum extent possible and no authorization shall be granted to remove a tree If the Owner has failed to take reasonable measures to preserve the trees on site. Lthe entire SWMS for the project Is constructed and the appropriate Certificate of Completion Is issued by both the City and the SJRWMD; n.the retention ponds intended to be conveyed to the Association have in fact been conveyed to the Association; iii.the Association is designated as the maintenance entity on the records of the SJRWMD and all transfer records required by the SJRWMD have been executed and accepted by SJRWMD; iw.the City has been provided with a copy of the Owners proposed maintenance plan with respect to the SWMS; and v.the City has been provided with a written statement from the Association acknowledging receipt of the Owners proposed maintenance plan with respect to the SWMS and that the Association Is responsible for the maintenance of the SWMS. 6. All common area Improvements including entry features, walls, landscaping and sidewalks along all roads, as well as landscaping around the retention pond tracts and any lift station tract shall be completed prior to Issuance of the Certificate of Completion for those corresponding phases. Section G. Wetlands/100 Year Flood Plain 1. All finished floor elevations will exceed the 100-year flood plain by a minimum of two feet (2'). 2. The Owner shall comply with all requirements of the City and other governmental entities with jurisdiction to protect the wetlands being preserved and to prevent any disturbance, siltation, a other construction below the natural wetland lines. Further, the areas below the natural weland lines shall be fenced off (and silt fences shall be installed) during construction activities immediately adjacent to the wetlands, In order to minimize disturbances of the welands during construction. 3. Weiland and existing surface water Impact for this property is regulated by SJRWMD and the Florida Department of Environmental Protection. General or individual permits are required from these agencies prior to commencement of construction. 4. At the time of submittal of the first Preliminary Subdivision Plan or Site Plan review for the property, the Owner will map the jurisdictional weland line on the site and establish a twenty-five foot (25') upland bufferfrom that line. Depending on the results, the City may also require a Conservation and Drainage Easement over any wetlands or adjoining conservation area. The usable area of the site will be reduced by this acreage and all development criteria will be reduced proportionately. Prior to or at the time of development of any portion of the property, if a Conservation and Drainage Easement is required, the ,Ownershall convey to the City the Conservation and Drainage Easement, the form ofwhich shall be approved by the City prior to the conveyance. Section H. Commercial Protects 1. Al commercial lots will be a minimum of one (1) acre in size 6. The final grading plan will preserve existing grades on Individual lots and tracts containing protected trees as much as possible. 7. Ali landscape areas will be irrigated and have an automatic rain sensor. Section C. EasementsfUtiiities 1. All cross access, utility and drainage easements shall be provided prior to or at the time of platting. 2. All utilities to be placed within the ten foot (10') easement along the front of each lot will be placed around existing protected trees to be preserved. 3. All utilities including electrical, cable, TV, and telephone and Including on -site existing overhead Wires shall be placed underground. 4. Unless otherwise noted, a five foot (6) utility and drainage easement will be platted along all side lot lines and ten foot (10') utility, drainage and sidewalk easement adjacent to the street right-of-ways. Sidewalks vn'll only be placed In this easement N necessary to run them around existing protected trees to be preserved. 5. All drainage, utility. and maintenance easements shall be for the benefit of the Association. The land burdened by such easements shall be owned by the individual lot or tract owners. 6. Drainage easements between lots and tracts are shown for location only. Final easement dimensions will be shown on the Final Subdivision Plan/Final Site Plan and will be sized to meet City requirements. 7. A perpetual, non-exciusive access easement over all internal roadways and other paved areas is hereby granted in favor of the City and other applicable authorities for law enforcement, fire and other emergency services. The City may require that the owner execute an easement in recordable form with respect to the foregoing. 8. An emergency access easement to the retention ponds and over all drainage easements shown hereon is hereby granted to the City for emergency maintenance purposes. The emergency access easement will not Impose any obligation, burden, responsibility of liability upon the City to enter upon the property it does not own or take any action to repair or maintain the drainage system on the property. Section D. Association 1. The Association shall own and maintain all common areas. 2. All declaration of covenants and restrictions affecting the property shall include the following provisions: I.Provision allowing the City to levy, collect, and enforce assessments for maintenance of common areas if the Association fails to do so or falls to maintain assessments at a level allowing for adequate maintenance. 2. All commerclal lot uses shall conform to the Master Architectural, Signage, Ughfing and Landscape Package Plans, which will be provided when the that commercial lot is developed and which will be subject to approval of the City. Section]. Single -Family Residential Projects Intentionally Deleted. Section J. Townhome Protects Intentionally Deleted. Section tC Wekiva Studv Are 1. For development or redevelopment of property located outside the Ocoee Community Redevelopment Area (CRA) but within the Wekiva Study Area ('NSA") Boundary, and with the exception of a single-famly home on an existing lot, those portions of properties that contain at least one (1) of the three (3) following resources: (I) most effective recharge areas, (it) karat features, or (HQ sensitive natural habitats including Long Leaf Pine, Sand Hill, Xedc Oak Scrub, or Sand Pine Scrub vegetative communities, are be subject to a minimum thirty-five percent (35%) Wekiva Open Space requirement. 2. Open Space required to be preserved within the WSA boundary is defined as: any portion of a parcel or area of land that remains undeveloped, or minimally developed, such as tralis and boardwalks as part of a natural resource preserve or recreation area, stormwater retention areas that follow Best Management Practices (BMPS), upland buffer retention swales (per policy 7.7.3), naturally vegetated areas, and tracts for pedestrian connections. Such designated open space excludes waterbodles, lots, street this of way, parking lots, Impervious surfaces and active recreation areas including golf courses. All Wekiva Open Space Areas shall be restricted to prohibit use of fertilizer and chemical applications, but may permit mechanical methods for routine maintenance. Rule 9J- 5.003(84), FA.C. [Wekiva Parkway and Protection Act (WPPA): Ch. 369.321(3), F.S.] 3. Naturally vegetated swales are required to be placed within the upland buffers surrounding lakes or wetlands, The purpose of these swales is to improve the water quality of the stormwater runoff and ensure that the mate flits and exfiltmtes into the soil so that there is no sheet flow into the lake or wetland. This method of water quality improvement shall mimic the absorption and'pollutant removal abilities of a natural low spot in the topography and must follow accepted Best Management Practices (BMPs). Slor imter runoff from developed lands adjoining wetlands, lakes and/or floodpiain areas shall be diverted towards swales, hold the runoff, and then allow It to slowly release into the soil column. [Wekiva Parkway and Protection Act (WPPA): Ch. 369.321(3), F.S.] Section L West Omnoe Trai Intentionally Deleted. H.Provision granting the City the right, but not the obligation, to maintain all common areas should the Association fail to do so after notice from the City. To the extent that the City undertakes such action, the City shall be entitled to reimbumement from the Association and shall be entitled to require the Association to levy assessments for the purposes of paying such reimbursement. Iil.Provisicns granting the City the "right, but not the obligation, to maintain/repalr the stonnwater management system for the property (the "SWMS°) and obtain reimbursement from the Association, or from the Owner if (a) turnover of control of the members has not occurred; or (b) lithe Owner is still responsible for maintenance of the SWMS. N.Provision providing that the SWMS will be transferred to a responsible operation/maintenance entity acceptable to the City in the event of dissolution and that If dissolution occurs without such approval then the City may continue to levy and collect assessments and Impose liens with respect thereto notwithstanding the dissolution of the Association. v.Provislon that the Association shall at all times be in good standing with the Florida Secretary of State. A.Provision that at the time of turnover of control of the Association to the membem, the declarant shall deliver to the new board of directors the maintenance plan for the SWMS accompanied by an engineers certification that the SWMS Is functioning in accordance with all approved plans and permits. To the extent that any such engineers report indicates any corrective action fs required, that declarant shall be required to diligently undertake such corrective action at the declaranCs expense and to post a cash bond with the Association for the estimated costs of such corrective action. vii.Provision that no property owned by the City or any other govemmentai entity shall be subject to assessments levied by the Association. vil.Provision that any amendment to any provision affecting the City or SWMS requires the consent of the City in an instrument recorded with the amendment. 3. All tracts that are to be weed and maintained by the Association shall be conveyed to the Association by warranty deed at the time of platting. A special warranty deed is permissible 9 accompanied by a title insurance policy to the Association. Section E. Streets Finalstreat-rramingwill-be coordinated-threughJhe�ity Buuding-.Department-atihe- tfineof fRatplatsubmltia6- 2. (#-pubhc.straets]-Aft-1ntema aPthe44na-GfpIafth1ff4Miess-oWarwisaneted.- 41f-pdvate:stwets}Tract assess-road(s}tirrougnJae-preperty,is-a-pm�ateiead.wfatca- wi0.beE�wrm�ed-sod•maintainedky....... ateAssac(aleR,wah acsessandullityeasemerNs granted- taAheCily,-Such roadsvtillbe-senveyedta3haAssasiatienattheaimeaf�lattimg.- U _I J rn r _Z � 4 CC) N fD W 01- Z_ a a O Y _ Z UJ W J O d0' � v Z NLd Q N E 0- Q Z Q J n Z O_ Cn O m D J Q Z_ Li W J Q O to W CD CL' Q J Q (n � _1 O Q J Z W LLj W 1-- O J C) LJ O m IL Z O V) O Z Z � o 0 rn rn n O j < N Li -1-J L~ O c¢i 'o ) _L-j O N Z a Z y 0 BOARD OF PROFESSIONAL ENGINEERING CERTIFICATE NO. 28973 Stitt/1T GENERAL NOTES I. UNLESS OTHERWISE SPECIFIED, ALL WORK SHALL BE PERFORMED CONSISTENT WITH THE FOLLOWING SPECIFICATIONS: • CITY OF OCOEE, FLORIDA ST. JOHNS RIVER WATER MANAGEMENT DISTRICT • FLORIDA DEPARTMENT OF TRANSPORTATION FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION • NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM 2. THE GEOTECHNICAL REPORT SHALL BE REVIEWED BY THE CONTRACTOR, AND THE CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE SITE, INCLUDING ALL SURFACE AND SUBSURFACE CONDITIONS, THE WORK REQUIRED, AND ALL OTHER CONDITIONS THAT MAY AFFECT THE SUCCESSFUL COMPLETION OF THE JOB PRIOR TO COMMENCEMENT OF WORK. 3. THE CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS AND PERMIT CONDITIONS BEARING ON THE CONDUCT OF THE WORK, AS DRAWN AND SPECIFIED. IF THE CONTRACTOR OBSERVES THAT THE DRAWINGS AND SPECIFICATIONS ARE AT VARIANCE THEREWITH, HE SHALL PROMPTLY NOTIFY THE ENGINEER, IN WRITING, AND ANY NECESSARY CHANGES SHALL BE ADJUSTED, AS PROVIDED IN THE AGREEMENT FOR CHANGES IN THE WORK, 4. THE CONTRACTOR SHALL BE RESPONSIBLE TO THE OWNER AND THE ENGINEER FOR THE ACTS AND OMISSIONS OF CONTRACTOR'S EMPLOYEES AND ALL HIS SUBCONTRACTORS AND THEIR AGENTS AND EMPLOYEES AND OTHER PERSONS PERFORMING ANY OF THE WORK UNDER A CONTRACT WITH THE CONTRACTOR. 5, THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING ALL NECESSARY ARRANGEMENTS WITH GOVERNMENTAL DEPARTMENTS, PUBLIC UTILITIES, PUBLIC CARRIERS, SERVICE COMPANIES, AND CORPORATIONS OWNING OR CONTROLLING ROADWAYS, RAILWAYS, WATER, SEWER, GAS, ELECTRICAL, TELEPHONE, AND TELEGRAPH FACILITIES SUCH AS PAVEMENTS. TRACKS, PIPING. WIRES, CABLES.S, INCL INCIDENTAL STRUCTURES CONNECTED THEREWITH THAT AR1E ENCOUNTERED , POLES, GUYS SIN THE WORK SIMILAROR OTHER INORDER FAC(LITITHAT SUCH LING ITEMS MAY BE PROPERLY SUPPORTED, PROTECTED OR LOCATED. 6. UNLESS OTHERWISE SPECIFIED IN THE GENERAL CONDITIONS, ALL CONSTRUCTION IS TO BE GOVERNED BY THE PLANS, APPLICABLE PERMITS, AND SPECIFICATIONS HEREIN, AND ALL, APPLICABLE FEDERAL, STATE AND LOCAL BUILDING AND SAFETY CODES, LAWS AND ORDINANCES, 7. PRIOR TO PERFORMING ANY WORK WITHIN ANY PUBLIC OR UTILITY RIGHT-OF-WAY, CONTRACTOR SHALL OBTAIN AUTHORIZATION AND PERMIT FROM JURISDICTION RESPONSIBLE FOR SUCH RIGHT-OF-WAY. IN ADDITION, CONTRACTOR SHALL OBTAIN GAS I.D. NUMBER FROM LOCAL GAS COMPANY AND NOTIFY SUNSHINE STATE ONE -CALL UTILITY NOTIFICATION CENTER AT 1-800-432-4770 AT LEAST 48 HOURS PRIOR TO START OF WORK. 8. PRIOR TO PERFORMING ANY WORK WITHIN ANY PUBUC RIGHT-OF-WAY, CONTRACTOR SHALL DEVELOP AND IMPLEMENT A TRAFFIC CONTROL PLAN CONSISTENT WITH THE 'MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES` PUBLISHED BY THE U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION, AND SUBMIT TO THE CITY ENGINEER FOR APPROVAL 9. IN THE EVENT THE CONTRACTOR DISCOVERS ANY ERRORS OR OMISSIONS IN THE PANS HE SHALL IMMEDIATELY NOTIFY THE ENGINEER AND/OR OWNER OR OWNER'S AGENT. 10. CONTRACTOR SHALL PRESERVE AND PROTECT ALL PERMANENT REFERENCE MONUMENTS, PERMANENT CONTROL POINTS, PERMANENT BENCH MARKS AND PROPERTY CORNERS. IN THE EVENT THE MONUMENTS, POINTS OR MARKERS ARE DISTURBED THE CONTRACTOR SHALL EMPLOY A FLORIDA REGISTERED LAND SURVEYOR TO RESET OR REPLACE THEM. 11. THE OWNER, OWNER'S AGENT AND INSPECTORS OF APPLICABLE GOVERNMENT JURISDICTIONS, SHALL AT ALL TIMES HAVE ACCESS TO THE WORK WHEREVER AND WHENEVER IT IS IN PREPARATION OR PROGRESS; AND THE CONTRACTOR SHALL PROVIDE PROPER FACILITIES FOR SUCH ACCESS AND FOR THE INSPECTION. 12. IT IS THE CONTRACTOR'S RESPONSIBILITY TO TAKE ALL REASONABLE AND PRUDENT PRECAUTIONS TO INSURE THAT ALL COMPLETED WORK, MATERIALS AND EQUIPMENT STORED ON SITE ARE SAFE AND SECURED FROM UNAUTHORIZED ACCESS, USE, THEFT, OR VANDAUSM. SUCH PRECAUTIONS MAY INCLUDE INSTALLATION OF SIGNS, FENCES, OR POSTING OF SECURITY GUARDS. 13. CONTRACTOR SHALL4 AT ALL TIMES, UTILIZE ALL NORMALLY ACCEPTED AND REASONABLY EXPECTED SAFETY PRACTICES AND COMPLY WITH ALL FEDERAL, STATE AND LOCAL REGULATIONS, ORDINANCES AND GUIDELINES PERTAINING TO SAFE UTILIZATION OF EQUIPMENT OR MATERIALS AS PUBLISHED BY THEIR MANUFACTURER'S. 14. PRIOR TO INITIATING ANY EXCAVATION (INCLUDING BUT NOT LIMITED TO TUNNELS, DITCHES, STORM WATER PONDS, CANALS, ARTIFICIAL LAKES) CONTRACTOR SHALL INSTALL FENCES AND/OR TAKE ALL OTHER REASONABLE AND PRUDENT STEPS TO INSURE THAT ACCESS TO EXCAVATION BY UNAUTHORIZED PERSONNEL IS PREVENTED. 15. CONTRACTOR SHALL COMPLY IN EVERY RESPECT WITH THE PROVISIONS OF THE FLORIDA STATE TRENCH, SAFETY ACT. 16. THE CONTRACTOR SHALL TAKE ALL REASONABLE PRECAUTIONS FOR THE SAFETY OF, AND SHALL PROVIDE ALL REASONABLE PROTECTION TO PREVENT DAMAGE, INJURY OR LOSS TO: A ALL EMPLOYEES ON THE WORK AND ALL OTHER PERSONS WHO MAY BE AFFECTED THEREBY; EL ALL THE WORK AND ALL MATERIALS AND EQUIPMENT TO BE INCORPORATED THEREIN, WHETHER IN STORAGE ON OR OFF THE SITE, UNDER THE CARE, CUSTODY OR CONTROL OF THE COMPACTOR OR ANY OF ITS SUBCONTRACTORS; C. OTHER PROPERTY AT THE SITE OR ADJACENT THERETO, INCLUDING TREES, SHRUBS, LAWNS, WALKS, PAVEMENTS, ROADWAY, STRUCTURES AND UTILITIES NOT DESIGNATED FOR DEMOLITION IN THE COURSE OF CONSTRUCTION. 17, THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE SAFETY CODES AND WITH ALL APPLICABLE LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC, QUASI PUBLIC OR OTHER AUTHORITY HAVING JURISDICTION FOR THE SAFETY OF PERSONS OR PROPERTY OR FOR THEIR PROTECTION AGAINST DAMAGE, INJURY OR LOSS, OR DESIGNED TO PROTECT THE ENVIRONMENT. THE CONTRACTOR SHALL ERECT AND MAINTAIN, AS REQUIRED BY EXISTING CONDITIONS AND PROGRESS OF THE WORK, ALL REASONABLE SAFEGUARDS FOR SAFETY AND PROTECTION, INCLUDING POSTING DANGER SIGNS AND OTHER WARNINGS AGAINST HAZARDS, PROMULGATING SAFETY REGULATIONS AND NOTIFYING OWNERS AND USERS OF ADJACENT UTUTIES OF THE EXISTENCE OF HAZARDS AND OF THE SAFETY REGULATIONS. 18. ALL DAMAGE OR LOSS TO ANY PROPERTY CAUSED IN WHOLE OR IN PART BY THE CONTRACTOR, A SUBCONTRACTOR, OR BY ANYONE FOR WHOSE ACTS ANY OF THEM MAY BE LIABLE, SHALL BE REMEDIED BY THE CONTRACTOR, EXCEPT DAMAGE OR LOSS PROPERLY ATTRIBUTABLE SOLELY TO THE ACTS OR OMISSIONS OF THE OWNER, OR THE ENGINEER OR ANYONE EMPLOYED BY THEM, OR FOR WHOSE ACTS ANY OF THEM MAY BE LIABLE, AND NOT PROPERLY ATTRIBUTABLE IN WHOLE OR IN PART, TO THE FAULT OR NEGLIGENCE OF THE CONTRACTOR. RIED ON 19. THOSE ADJACENTTHSERETO SHALL BE COVERED, BOARDED UP ORK IN PLACE WHICH ARE SUBJECT ODAMAGE BECAUSE P ORSUSTANTIALLYENCLOSED WITH OADEQ ATE NS BENG PROTECTION BY THE CONTRACTOR AT CONTRACTOR'S EXPENSE 20. UNTIL FINAL ACCEPTANCE OF THE WORK BY OWNER, THE CONTRACTOR SHALL HAVE THE CHARGE AND CARE OF AND SHAD. BEAR THE RISK OF INJURY OR DAMAGE, LOSS OR EXPENSE TO ANY PART THEREOF, OR TO ANY MATERIALS STORED ON SITE, BY THE ACTION OF THE ELEMENTS OR FROM ANY OTHER CAUSE WHETHER ARISING FROM THE EXECUTION OR NON -EXECUTION OF THE WORK. THE CONTRACTOR SHALL REBUILD, REPAIR, RESTORE AND MAKE GOOD ALL INJURIES OR DAMAGES TO ANY PORTION OF THE WORK OCCASIONED BY ANY OF THE ABOVE CAUSES BEFORE FINAL ACCEPTANCE AND SHAD. BEAR THE EXPENSES THEREOF. 21. ADEQUATE TRAFFIC CONTROL, BARRICADES AND FLAGMAN SERVICES SHALL BE FURNISHED AND MAINTAINED BY THE CONTRACTOR AT ALL POINTS WHERE CONVEYING EQUIPMENT ENGAGED ON THE WORK REGULARLY ENTERS ONTO OR CROSSES TRAFFIC -CARRYING ROADS. 22. THE CONTRACTOR SHAD. COMPLY IN EVERY RESPECT WITH THE FEDERAL. OCCUPATIONAL HEALTH AND SAM ACT OF 1970 AND ALL RULES AND REGULATIONS NOW OR HEREAFTER IN EFFECT UNDER SAID ACT, AND THE CONTRACTOR FURTHER AGREES TO COMPLY WITH ANY AND ALL APPLICABLE STATE LAWS AND REGULATIONS PERTAINING TO JOB SAFETY AND HEALTH. 23. CONTRACTOR AND ITS SUBCONTRACTORS SHALL USE, HANDLE, TRANSPORT, AND DISPOSE OF ALL MATERIALS ' (HAZARDOUS OR OTHERWISE) IN COMPLIANCE WITH ALL PRESENT FEDERAL, STATE AND LOCAL ENVIRONMENTAL, HEALTH OR SAFETY LAW, INCLUDING, BUT NOT LIMITED TO, ALL SUCH STATUTES, REGULATIONS, RULES, ORDINANCES, CODES, AND RULES OF COMMON LAW. 24. CONTRACTOR FURTHER AGREES THAT CONTRACTOR AND ITS SUBCONTRACTORS SHALL NOT CAUSE THE DISCHARGE, RELEASE OR DISPOSAL OF ANY HAZARDOUS MATERIAL CREATED BY ITS, WORK ON OR ABOUT THE JOB SITE. IN THE EVENT OF ANY SPILL, RELEASE OR ANY OTHER REPORTABLE OCCURRENCE, CONTRACTOR SHALL NOTIFY THE APPROPRIATE GOVERNMENTAL AGENCY AND SHALL TAKE SUCH ACTION AS MAY BE NECESSARY TO MINIMIZE THE DELETERIOUS EFFECT OF SUCH SPILL ON PERSONS OR PROPERTY.' 25. THE CONTRACTOR SHALL PROTECT AND KEEP OWNER (INCLUDING THEIR AGENTS AND EMPLOYEES) FREE AND HARMLESS FROM ANY AND ALL LABILITY, PUBLIC OR PRIVATE, PENALTIES, CONTRACTUAL OR OTHERWISE, LOSSES, DAMAGES, COSTS, ATTORNEYS FEES, EXPENSES, CAUSES OF ACTION, CAMS OR JUDGMENTS RESULTING FROM THE FEDERAL OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970 AS AMENDED OR ANY RULE OR REGULATION PROMULGATED THEREUNDER OR OF ANY STATE LAWS OR REGULATIONS PERTAINING TO JOB SAFETY AND HEALTH ARISING OUT OF OR IN ANY WAY CONNECTED WITH THE PERFORMANCE OF WORK OR WORK TO BE PERFORMED UNDER THIS CONTRACT, AND CONTRACTOR SHALL INDEMNIFY OWNER FROM ANY SUCH CLAIMS, PENALTIES, SUITS OR ACTIONS, PUBLIC OR PRIVATE, ADMINISTRATIVE OR JUDICLN, INCLUDING ATTORNEY'S FEES PAID OR INCURRED BY OR ON BEHALF OF OWNER, JOINTLY OR SEVERALLY, AND/OR THEIR AGENTS AND EMPLOYEES. -THE CONTRACTOR FURTHER AGREES, IN THE EVENT OF A CLAIMED VIOLATION OF ANY FEDERAL OR STATE SAFETY AND HEALTH LAW OR REGULATION ARISING OUT OF OR IN ANY WAY CONNECTED WITH THE PERFORMANCE OF WORK OR WORK TO BE PERFORMED UNDER THIS CONTRACT, OWNER MAY IMMEDIATELY TAKE WHATEVER ACTION IS DEEMED NECESSARY BY OWNER TO REMEDY THE CLAIMED VIOLATION. ANY AND ALL COSTS OR EXPENSES PAID OR INCURRED BY OWNER IN TAKING SUCH ACTION SHALL BE BORNE BY CONTRACTOR, AND CONTRACTOR AGREES TO PROTECT, HOLD HARMLESS AND INDEMNIFY OWNER AGAINST ANY AND ALL SUCH COSTS OR EXPENSES. 26. CONTRACTOR AND ITS SUBCONTRACTORS SHALL, UPON COMPLETION OF PERFORMANCE OF ALL DUTIES UNDER THIS CONTRACT, REMOVE ALL SUPPLIES, MATERIALS, AND WA51E CONTAINING AND HAZARDOUS MATERIAL FROM THE JOB SITE. CONTRACTOR SHALL BEAR FULL FINANCIAL RESPONSIBILITY, AS BETWEEN THE PARTIES OF THIS CONTRACT, FOR THE COMPLIANCE OF CONTRACTOR AND ITS SUBCONTRACTORS WITH THE PROVISIONS OF THIS CONTRACT. 27. CONTRACTOR AGREES TO INDEMNIFY, DEFEND, PROTECT AND HOLD THE OWNER HARMLESS FROM AND AGAINST ANY CLAIMS INCLUDING, WITHOUT LIMITATION, ACTUAL ATTORNEYS FEES AND ANY COSTS OF INVESTIGATION, SOILS TESTING, GOVERNMENTAL APPROVALS, REMEDATION AND CLEANUP ARISING OUT OF OR IN ANY WAY CONNECTED WITH THE FAILURE OF CONTRACTOR OR ITS SUBCONTRACTORS, OR THEIR AGENTS, EMPLOYEES, OFFICERS, OR REPRESENTATIVES, TO COMPLY WITH THE TERMS OF THESE CONSTRUCTION DOCUMENTS. 28. SHOULD CONTRACTOR OR ITS SUBCONTRACTORS DISCHARGE, RELEASE OR DISPOSE OF ANY HAZARDOUS MATERIAL ON OR ABOUT THE JOB SITE IN VIOLATION OF THESE CONSTRUCTION DOCUMENTS, CONTRACTOR SHALL IMMEDIATELY SO INFORM OWNER k ENGINEER IN WRITING. IN THE EVENT OF ANY SPILL, RELEASE OR ANY OTHER REPORTABLE OCCURRENCE, CONTRACTOR SHALL NOTIFY THE APPROPRIATE GOVERNMENTAL AGENCY, OWNER & ENGINEER AND SHALL TAKE SUCH ACTION AS MAY BE NECESSARY TO MINIMIZE THE DELETERIOUS EFFECT OF SUCH SPILL ON PERSONS OR PROPERTY. 29. IN THE EVENT CONTRACTOR OR ITS SUBCONTRACTORS ENCOUNTER ON THE PREMISES ANY PIPELINE, UNDERGROUND STORAGE TANK OR OTHER CONTAINER, OF ANY KIND, THAT MAY CONTAIN A HAZARDOUS MATERIAL; OR ENCOUNTER MATERIAL REASONABLY BELIEVED TO BE A HAZARDOUS MATERIAL, CONTRACTOR SHALL IMMEDIATELY STOP WORK IN THE AREA AFFECTED AND REPORT THE CONDITION TO OWNER AND/OR ENGINEER IN WRITING. 30. 'HAZARDOUS MATERIAL' MEANS ANY SUBSTANCE: (A) THE PRESENCE OF WHICH REQUIRES INVESTIGATION OR REMEDATION UNDER ANY PRESENT FEDERAL. STATE OR LOCAL STATUTE, REGULATION, ORDINANCE, RULE, CODE, ORDER, ACTION, POLICY OR COMMON LAW, OR (8) WHICH IS OR BECOMES DEFINED AS A -HAZARDOUS WASTE,' 'HAZARDOUS SUBSTANCE,' POLLUTANT OR CONTAMINANT UNDER ANY PRESENT FEDERAL, STATE OR LOCAL STATUTE, REGULATION, RULE OR ORDINANCE OR AMENDMENTS THERETO INCLUDING, WITHOUT LIMITATION, THE COMPREHENSIVE ENVIRONMENTAL RESPONSE COMPENSATION AND LABILITY ACT (42 U.S.C. SECTIONS 9601 ET SEQ.) AND/OR THE RESOURCE CONSERVATION AND RECOVERY ACT (42 U.S.C. SECTIONS 6901 ET SEQJ, OR (C) WHICH IS TOXIC, EXPLOSIVE, CORROSIVE, FRAMABLE, INFECTIOUS, RADIOACTIVE, CARCINOGENIC, MUTAGENIC, OR OTHERWISE HAZARDOUS AND IS REGULATED BY ANY GOVERNMENTAL AUTHORITY, AGENCY, DEPARTMENT, COMMISSION, BOARD, AGENCY OR INSTRUMENTALITY OF THE UNITED STATES, THE STATE IN WHICH THE PREMISES ARE LOCATED OR ANY POLITICAL SUBDIVISION THEREOF, OR (D) THE PRESENCE OF WHICH ON THE PREMISES CAUSES OR THREATENS TO CAUSE A NUISANCE UPON THE PREMISES OR TO ADJACENT PROPERTIES OR POSES OR THREATENS TO POSE A HAZARD TO THE HEALTH OR SAFETY OF PERSONS ON OR ABOUT THE PREMISES, OR (E) WHICH CONTAINS GASOLINE, DIESEL FUEL OR OTHER PETROLEUM HYDROCARBONS, OR (F) WHICH. CONTAINS POLYCHLORINATED BIPHBIY12S (PCBS), ASBESTOS, LEAD OR URFA FORMALDEHYDE FOAM INSULATION. 31. THE CONTRACTOR SHALL FIELD LOCATE ALL EXISTING UTILITIES AS TO SIZE, LOCATION, AND ELEVATION. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY AND ALL CONFLICTS, DEVIATIONS OR OMISSIONS TO THESE CONSTRUCTION DRAWINGS PRIOR TO BEGINNING CONSTRUCTION. 32. IF ANY TESTING, INSPECTION OR APPROVAL REVEAL DEFECTIVE WORK, CONTRACTOR SHALL NOT BE ALLOWED TO RECEIVE ANY ASSOCIATED COSTS AND THE OWNER SHALL BE ENTITLED TO DEDUCT FROM THE CONTRACT PRICE, BY ISSUING A CHANGE ORDER, OWNER'S COSTS ARISING OUT OF THE DEFECTIVE WORK, INCLUDING COSTS OF REPEATED PROCEDURES, COMPENSATION FOR ENGINEER'S AND DESIGN ENGINEER'S SERVICES AND ALL OTHER RELATED COSTS. p.li.II0►: inI 1. BEARINGS, IF SHOWN, ARE BASED ASSUMED DATUM AND ON THE NORTH BOUNDARY LINE AS HAVING A BEARING OF NORTH 89'18'10' EAST. 2. ELEVATIONS, IF SHOWN, ARE BASED ON THE FOLLOWING BENCHMARK: ORANGE COUNTY CIS 0114 BLOUNT SIKES ASSOC 2, . ELEVATION = 124.35' (HAVD88). LEGEND ------- 75.0 ------- EXISTING CONTOURS ! - FOOT TYPE 5 INLET 0 C9.0 75.0 PROPOSED CONTOURS 5 FOOT TYPE 6 INLET C9.0 75.0 PROPOSED SPOT GRADES PROPOSED STORM PIPE Q STORM MANHOLE C1 e��- �w SILT FENCE C9 MITER END SECTION e C9.0 S SANITARY MAN -o- STOP SIGN (ITS-1) 10 -YAM-YN- WATER MAN FORCE MAN C7.4 FIRE HYDRANT T402 CBD FM ■ ■ PROPERTY BOUNDARY ����I� TYPE C INLET 2 C9.0 PARCEL BOUNDARY TYPE 'F' CURB CZO 7 CONCRETE SIDEWALK C7.0 TYPE 'D' CURB C7.0 HANDICAP ACCESSIBILITY NOTES 1. ALL CONSTRUCTION MUST MEET OR EXCEED ALL REQUIREMENTS AS OUTLINED IN THE AMERICANS WITH DISABILITIES ACT (ADA) AND THE FLORIDA ACCESSIBILITY GODS, MOST RECENT EDITIONS, BOTTOM OF CURB RAMP ELEVATION (B.O. RAMP) IS RELATIVE TO EACH CURB RAMP CONDITION, ACTUAL ELEVATIONS SHALL BE BASED ON EXISTING GRADE OF CURB FLOW LINE AT THE B.O. RAMPS. 2, TOP OF CURB ELEVATION ADJACENT TO B.O. RAMP = 0.50 FT. MAX. UNLESS OTHERWISE NOTED. 3. AA REQUIREMENTS SUPERSEDE SPOT GRADES AT LOT LINES. CONTRACTOR TO CUT BACK SLOPE AT 3:1 OR FLATTER AS NEEDED FOR RAMP AND SIDEWALK CONNECTION, 4. REFER TO PLAN SHEETS AND SECTIONS FOR LOCATIONS AND SIDEWALK WIDTHS, S. THE DETECTABLE WARNING STRIP SHALL CONSIST OF A 24 INCH WIDE TACTILE PATTERN OF RAISED TRUNCATED DOMES (ALIGNED PATTERN). DOMES SHALL HAVE A DIAMETER OF 0.9 INCH, A HEIGHT OF 0.2 INCH, AND A CENTER TO CENTER SPACING OF 2.35 INCHES. THE RAMP DETECTABLE WARNING STRIP SHALL BE CONTRASTING IN COLOR. THE MATERIAL USED TO PROVIDE CONTRAST SHALL CONTRAST BY AT LEAST 70X. S. THE CROSS SLOPE OF RAMP SURFACES AND ADJACENT STREET GRADES SHALL BE NO MORE THAN 1:50 OR 2X MAXIMUM. 7. CURB RAMPS CONSTRUCTED BY THE CONTRACTOR SHALL MEET ALL CURRENT APPLICABLE A.D.A. REQUIREMENTS AND SHALL HAVE DETECTABLE WARNING COMPLYING WITH A.D.A. REQUIREMENTS. ACCESSIBILITY ROUTES SHALL MEET ALL APPLICABLE ADA REQUIREMENTS. B. CONTRACTOR TO REFER TO MUNICIPALITY DETAILS AS NEEDED, 9. DRIVEWAY/ROADWAY CROSS SLOPES AT CROSSWALKS SHALL BE MAXIMUM 2X PER AA REQUIREMENTS. 10. SIDEWALK CROSS SLOPES SHALL BE MAXIMUM 29 PER AA REQUIREMENTS. 11. CURB RAMP FLARES & LANDINGS SHALL MEET ADA REQUIREMENTS, 12. ACCESSIBLE ROUTE WITH RUNNING SLOPES GREATER THAN 1:20 IS A RAMP AND SHALL COMPLY WITH AA RAMP REQUIREMENTS. 13. IT IS THE CONTRACTORS SOLE RESPONSIBILITY TO MEET ALL CURRENT AA STANDARDS. CONTRACTOR SHALL REFER TO FOOT STANDARDS. (INDEX 304, MOST CURRENT EDITION) RECORD DRAWING AS-BULT FEOUIFEMENTS AS -BUILT DRAWINGS SHALL BE PREPARED BY AND CERTIFIED (SIGNED AND SEALED) BY A REGISTERED SURVEYOR, AND SHALL BE PROVIDED TO THE ENGINEER OF RECORD UPON COMPLETION OF THE PROJECT SITE IMPROVEMENTS A MINIMUM OF 1 WEEK PRIOR TO CONTRACTORS ATTEMPT FOR FINAL CERTIFICATE OF OCCUPANCY (CO). AS -BUILT DRAWINGS SHALL REFLECT ANY CHANGES TO THE IMPROVEMENTS MADE DURING CONSTRUCTION AND MUST MEET THE MINIMUM REQUIREMENTS OF ALL REGULATORY AGENCIES HAVING JURISDICTION AS WELL AS THE CRITERIA OUTLINED BELOW. BOTH THE ORIGINAL DESIGN AND REVISED AS -BUILT DATA, AS APPLICABLE, MUST BE CLEARLY SHOWN. THE AS -BUILT DRAWINGS MUST BE CLEARLY LABELED AS AS -BUILT OR RECORD DRAWING. THE FOLLOWING INFORMATION, AT A MINIMUM, SHALL BE CERTIFIED ON THE AS -BUILT DRAWINGS: WATER DISTRIBUTION SYSTEM: A LOCATION AND DIMENSIONS OF PIPES, VALVES, FITTINGS, CHANGE OF DIRECTION, AND OTHER ASSOCIATED FACILITIES, WASTEWATER COLLECTION/TRANSMISSION SYSTEM: A LOCATION, DIMENSION, AND INVERT ELEVATIONS OF PIPES, MANHOLES (INCLUDING RIM ELEVATION), LIFTSTATION, FORCEMAIN, FITTINGS, CHANGE IN DIRECTION AND OTHER ASSOCA70 FACILITIES. PAVING AND DRAINAGE SYSTEM: A DIMENSIONS AND ELEVATIONS OF ALL DISCHARGE STRUCTURES INCLUDING ALL WEIRS, SLOTS, GATES, PIPES, AND SKIMMERS; B. LOCATIONS, DIMENSIONS, AND ELEVATIONS OF ALL FILTER, EXFILTRATION, OR UNDERDRAN SYSTEMS INCLUDING CLEANOUTS, PIPES, CONNECTIONS TO CONTROL STRUCTURES, AND POINTS OF DISCHARGE TO THE RECEIVING WATERS; C. DIMENSIONS, ELEVATIONS, CONTOURS, OR CROSS -SECTIONS OF ALL STORMWATER TREATMENT POND STORAGE AREAS SUFFICIENT TO DETERMINE STAGE -STORAGE RELATIONSHIPS OF THE STORAGE AREA, AND THE POND DEPTH AND VOLUME BELOW THE CONTROL WATER ELEVATION FOR NORMALLY WET SYSTEMS; D. DIMENSIONS, ELEVATIONS, CONTOURS, FINAL GRADES, OR CROSS -SECTIONS OF THE DRAINAGE SYSTEM IMPROVEMENTS TO DETERMINE FLOW DIRECTIONS AND CONVEYANCE OF RUNOFF TO THE TREATMENT SYSTEM; E DIMENSIONS, ELEVATIONS, CONTOURS, FINAL GRADES, OR CROSS -SECTIONS OF ALL CONVEYANCE SYSTEMS UTILIZED TO CONVEY OFF -SITE RUNOFF AROUND,THE SYSTEM; F. EXISTING WATER ELEVATION OF SURFACE WATERS AND THE DATE DETERMINED; G. ELEVATION AND LOCATION OF BENCHMARK'S FOR THE SURVEY. ADA FACILITIES: A ELEVATIONS AT THE FOUR CORNERS OF ALL HANDICAP PARKING SPACES AND ADJACENT LOADING AISLES. B. ELEVATIONS AND LOCATIONS FOR ALL ACCESSIBLE RAMPS WHICH ADEQUATELY REFLECT THE BUILT SLOPES. C. ELEVATIONS AND LOCATIONS ALONG THE PATHS OF CONVEYANCE FOR PEDESTRIAN TRAFFIC AND ALL ABA ACCESSIBLE ROUTES EVERY 25 FT. WHICH ADEQUATELY REFLECT THE SLOPE AND CROSS SLOPE UTILITY PROVIDERS 1. TRACY DOMOSTOY SPECTRUM 407-532-8511 2. CHARLES K. SMITH CITY OF OCOEE, UTILITIES DEPARTMENT 407-905-3159 3. LILLIAN FIGUEROA-MORALE'S PROGRESS ENERGY/DUKE ENERGY 407-938-6690 4. ALEX WOSGIEN LAKE APOPKA NATURAL GAS DISTRICT 407-656-2734 5. JOY BRITTAN CENTURY LINK 407-814-5351 U _I 00 r (' r N M z W QCO (0 co W Ln _Z C)¢ o rn G Of z IPJ Q W � O O d- z N Fw- N Z a. 3;: a Z Q J 2 Z O (n N 0 m O Z (n J J Q Q Of Z W � O W J Q U (n W CD Q J a (,oJO Q W LLI QY W O J C) W O mLL Z O (n � F-- U m a 5I11117 ` N SURVEYOR NOTES: EXISTING CONDITIONS PLAN BASED ON 1. THE UNDERSIGNED DOES HEREBY CERTIFY THAT THIS SURVEY MEETS THE MINIMUM TECHNICAL. SURVEY PROVIDED BY: STANDARDS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS IN CHAPTER , 5J-17 (FLORIDA ADMINISTRATIVE CODE) PURSUANT TO SECTION 472.027 FLORIDA STATUTES. {� +d Q GRUSENMEYER-SCOTT & ASSOCIATES, INC. 2. UNLESS EMBOSSED WITH SURVEYOR'S SIGNATURE AND SEAL, THIS SURVEY IS NOT VAUD AND THOMAS X. GRUSENMEYER IS PRESENTED FOR INFORMA77ONAL PURPOSES ONLY. I i jY �, REGISTERED LAND SURVEYOR J4714 3. THIS SURVEY WAS PREPARED FROM TITLE INFORMATION FURNISHED TO THE SURVEYOR. THERE •'I MAY BE OTHER RESTRICTIONS OR EASEMENTS THAT AFFECT THIS PROPERTY 4 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. •� I SEE DETAIL = 5• THIS SURVEY Is PREPARED FOR THE SOLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE n .S' RELIED UPDN BY ANY OTHER ENTITY. rc GRAPHIC SCALE 6. DIMENSIONS SHOWN FOR THE LOCATION OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT,BOUNDARY LINES. 7. BEARINGS, IF SHOWN, ARE BASED ASSUMED DATU14 AND ON THE ONE SHOWN AS BASE BEARING (. a. ELEVA77ONS (IF SHOWN) ARE BASED ON NORTH AMERICAN VER77CAL DATUM OF 1988 GCOE£ BU8ME55 PARK P u5£ 7 (P,B.60,FC5.737-738) •a• T ( IN FEET) 9. SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A ITRE COMMITMENT REc a �z'c!a °s.P ♦£ I I. in6h = 80 & b I GC.R.ad627o kar PLArtEO zip % LDT 1 iW,CT D 2)d l f �� TEGEND w a m w (cD: s Rta rotJ dnEal I Ca-60 T J :R a z:-� r o JI c✓u rD ADJACENT PARCELS NO.'Bf`7H f IP.d. v.ws.l3>-ua7 fP.aso.ws.7sT-ubj ATO 1-1 JIB - - PROPERTY BOUNDARY I f q Q 4 ? i? � FUTURE LAN USE: GHT II�DOS1t(W. n �r� � � N 89'e6'0J° E 11�1� tia ,� �T . l � f �y o- �- N b9'a8'Ia' E(F) (8P.) T6a.Jz' J 1t(.E n'ru It sJ J5.9 r-*•,� �---�.3 4 y ry Lt. i' x 1 n -g %-D'sw•FGSI]TrI597 I \ I o S ��'��'�nsT; F'°T, ''." . ? -�� 1•EH- y-��ii-��ir�� - •Ljx.0 s'as's _ .I `.1.'O.SM W:f, b _ - ►�-a �i�i ° i•�i-���t�-�-.�..�.i_- >• �i �i-�''L6 E.Ji vJ13 pe ,f < tl' _ 3'J> Id" p rC =r z� ' I-��r-r bi .:,.•rw Jw,lJr(0) sEcnDr+ lo_Tz2s-2z8c 'W ., a_-* 6u ,�4a - E „ r_✓ 6u 3°08'10" E ri.✓u`s �A�_ I rr Hd•od'ta^ E 2svaz' u.. ., tzw ,: ua n ... :,... - _. �4�x�uL aaP f b' l �---� �- i5 , , . .- ..��= - Y s .,�. ' 9 6 a `�° SOUTH IJrlEhLlCr H Cr" E F) (5-'CMN ONE) f, -�T 43 "..-�..=. Paz z s 4 �. t .�--� ..t;��.t���'r' \(o.acars.lnlrg ._J; 6 EC 1 I: _ a G �� i` i 45 U POB b �____�__-^ � _ 3 _ � xzl I i � \ EkrPT `y° �� d * /'-'--'---�-� ro ie�.,x' zJ --'3- __ su; siist7--° ,� �R/o-� i ��� \ �\ r aa' un�E du:DlD) C, I� 07 zse ° r- o-a d' , .a n ° A'OT P(.SriED ■ ♦ �6iT1 'pry y ?43 ?;7 h.!-' 3zFl° $ n� n t13 n. r \ \' (y Y� Z (il M :. ' n` z 24] 240 . 2i2 ya 239 s I32' , 1,z9 9 itr'�� I18 , 2>^ngj �E' ° L1 x,n �> z 1z °:'T'o. � n 2 IIBi♦y` ,131 ,y 610 99 `-'a t p� -9i ,00 EK WRYT�AND �'6r ce�,�18'os' GyQy [O ♦A,6 'j 'I4^�``, 233 �8q 2ds ,503 z•4 123\\ LL� O L(7 zo- y 64t .` Eai a d * . lBx _ 1 t ?2 / ) \ �..( t DI Et Lil Q _I O + +* * n zE3 n'z 251 * oz z4s EGa ,zx r� - , T •G'�5 z Q li z5i t� s .09 xq%. Its SU 4lE PARCEL lei .x" .(^ ='1• 43 I6i s9 zz �r Etiiet s>•:tr +`- ItyJ' o J, ` ,l§'zf-sz I �'� , i• p,: �L, y� %Qo- *♦, ��p 6�(r cu,114CANY�"^ -. ��EG HEAVY'IN�(�S'(R tf .f I� ��% I+� � � �\ - .�.� .• o Gx lira , '"." -ar'.ar w Q z F + : �e3r rn (ca'drarrs$0ti"8 fisa rcr:vs T& : ..i •,4 ?}�5 G d O sze ss 4=_9 `nT4 6' .sa •fi�ri' .•., Ja4 .� Irz Izs 'tzb ,: IaT .° sa +` So9 '� •-" ss-ea �� ;w` >'"'s i �( LsJ J v z93t9x4914a! aT8 Y.I� 169 12a t-8 \ -$i 4I 4 /1l+ �6t- -`.. ` , 5'S2' E 2' ALSO LESS AND PT $ * - * *+z,? 465 i ,z GT _ s .�..< , - _ \ E:( w �� �`L` t64 ea 9=Q�`.>a S,S-9 .T-A- Z 2 E62 aiE 450 565 + fi; n ♦ i61 z`y, `` l/ t- .N--0'Yl: Er BI`q z`i ^2' R N F EEi �*4i5449 } Z 69' .'v4♦>a 'a',6� �Y 9N a 4 \ N z .443' 03�E. ,A \f 4T� 4E0 _ n` q Y 162 9'I60 H�TI t22p 'ca � E5 i: T `O 6T � `9 � ♦ � ?] z - E;I 44G .cfi�. �a as1 sa...w ssl ¢ 1e` $ 193 2•.. st 2--=o u ¢ `, a .. L � � � {I�� 6e5 995 659 +`f x4414 �6' B51 6 655 z >4 40 ap4 lane 4, r '�' n F1ni2 SW2 0.. N * " 652 b33 t5t 41. a2 6t `♦ it U 25 2T Q R o Lt1 Z /���3�z♦� > < W6r� 8 `�4•. � ' �r� If('IkLE68 9 IST I31 iSE 1_d tzz / p `ift�< ry 48 t TRi az 'Isa. v1*zz , � J o n z lva9. iB ONE s T4 +6'NDRni V.NE D.R2_5 rats ` d` nI I' Fil9Yx 7 '5 H CB'a6' YF 635.0.3' ,-` P- 3> • �zol` Iyvrn z� i•i r> Lv�45o.aD'fD ��, ) - 9e Ito +°Q .tJ't 4' _ � � 6 i 5 84'CS'QS"",v"p .8>•(F) �i- - _ Z o ii " 4 T ° v� :`� ¢� : I >;+ a_I re \ e 4 ac-rk�.l•o.l6s.= ^--t-s - ^i'ara^ o .>�• ' _ - ._ sa.r._`y-..._. ..-� - _ _ _ Q " z a w z W •t5' e - ,' .a o a z rn catr.eR, z c 3 �00 zo-> . ° q 4¢ n\ m a O N z ' Q d + '\ rl. ii'E112.ND ♦b "I t Ij I ADJACEM PARCEL -SOUTH SU•Ey er on crrs "°' g O Q ZONING: 1-2 r:a; Purrm FUTURE D USE HEAVY INDUSTRIAL +o- �:,•- , , E. i .e° tar.]a.w.leT+) `• V) (n iY * �' ezl Ets 6za me ; \ :�''¢ n♦A E._� gz(J \ V) Q -1 0 m Q ei n z a.'' file l91 ' p 6z4 azt Gas Ta F isG i__ Los n z= .-LLu m fa £ ' z (n W L aa< 59] . 633 9>z ?sa 6 g ((//'✓/ 6� 6,zCFJSJS.PG 16la Q �11.) 'op . 3z.Y' rn I U 0 •� , 9l{ z Ftl c?2 5$p 591 ,6 S"J . of 553 Sii SJS 33> n �\ 9.' 4?3 i E9< Gas 999 61T41a fiat. 559,.,��`5J. a34 3� U Z -J V ao firs CTA A SP ` F99 �f`q ' .7 619 613 ST9 Sic 53> °9`6.T 5!5 ; <58 ` 1 = I.n a _ C n♦��A z `� Etl? 523 �a 5Tl 9„ 5��54 " r,+Lq z a^ z�: m ti. „ t'T:• FECo. 36 ` 49 41] f� SE3. 61a P3Ta •Q♦~ a F- z LL LLI6o lr+-`•�.:�j 4"'iza z saa. :�.,?` sa9 4� s39 '^ nar FVJrrm . a43 41s fir_ °t. s' n 6w %E'S'4 E, atti.3 PG ts,; 's, 3r Llss cur X J °9 `z' ]i] 4413z4 32] iii 1,9 i` �:fu umfiatr W < (n >, (RD10 a unLrrr E}sFtiENO ! y +4 ,z IB °� ssa 4't a .'213i0 u �9 ~ (n <t3 R.n 1t8 1 zv yz U 490 ° 1l: 5v9 61 SH 3 32• *� e' rPC lfntny EASELr&rT q1� - (o R22s4•PD.z3a) W `ys vx`- x LEGEND LEGEND C)' '1 B.M.=BENCHMARK POC=POINT OF COMMENCEMENT � .z I i 6s z�a ems.. _s'4<t s3 , .St< ccw". _ate-•-r r;.,,; .bt a �y,xs�. tz vusrc3 r sstrtiz Ck=CENTERLINE POB=POINT OF BEGINNING Q m 0 3 Z c �o- 2i Gz•5. ___"i 3n ur usLr L Pa4y_ t n Tr.0 1 �2e`eP"y I CM C ONCRETATED RCP=REINFORCFI) CONC PIPE J rAsr v;v.ttab: a `mr"--+-v97-,ze' lie" go., a 1ss ..5,-" i' -,. ' CM=CONCRETE MONUMENT R/W=RIGHT ER WAY Lv� �' @ ♦`�/ sus' z ♦° r A` w ` `'� .s�+� ' - T a Ia29 C.L. FC-CHAIN LINK FENCE REC.=RECOVERED CONC-CONCRETE SET N&D=N&D 4596 I`. _a9 Lfe 123 p r1 laze 4. + C iD N b4'Hi'Sl" E(F) JF Z Z =" 'c• N! CCFrIfR MC? Ci2-1r:�a7 ; r,.DusrR4,1 PARx urnr a•:_,I Ja (D) 2s.T3'f 1 C/B=CONCRETE BLOCK SN=SIGN N N n Gsa't n . Srami a,+= IBm \is s PAI w.na + A/C AIR COND17IONER SET I.R. 1/2- IRON ROD WILE ;)T4596 < azN $o L�:° ` ,' ,, ,c^ q ,,% • COV'D.=COVERED IF -TELEPHONE BOX o g N DESC=DESCRIP770N TIP=TYPICAL 0 3 0 �, ~z N onr PurrED P'A „ n Ik J o. EB=ELECTRIC BOX WF=WOOD FENCE 1O i A[�,lACENT PARCELS - SOhT(H yv lP.as,w.e•t) 4 ci u I I S ELEV.=ELEVATION WP=WITNESS POINT ZONING: I-2 N FUTUR LAND USE: HEAVY INDUSTRIAL e (11rii y FPc�,�� EP=EDGE OF PAVEMENT WALL=C/B WALL i < % `` _ 4=•L'° _ •?y Lor o LDr to LOT ra LIII' L tt (P.B.S,PC.B.) LOT V FH=FlRE HYDRANT WV=WATER VALVE c t;isr dkVtCE L;Esr of -6E wasr DRan'cE nor oR<r.'cE s I tpfj z?r9 r,Esr oRaNDe F.F.=FINISHED FLOOR ELEVATION 772AN(7R)=77YJJSFORMER .o- ^mo ti r..�usr'Lu a.+Rx u'.vr a'r<, wdusiRaiL PnRn Mr ONE, rmus7Ru+L Pnax uz:rr Dnr, 77rtlusrRru P.+Rx uar a.' vz>RI. crDtr>rr6nL P,+Rn u;.rr or:4 F=FIELD TOB=TOP OF BANK a. r" PDtrB P.Ha. wtJd P.B.a FG.i Jd PR.b, Pa118( IIR P.8.3. FC.I78 a (Rnw Dr6Jrr Faso err? , cup I FC=FIREHMSE CONNECTOR L =ARC LENGTH BE O p S FM=FIRE ME7T7i > (aR.J79b,w.2605 �_j A x pa m w I I GA -GUY ANCHOR CB CHORD BEARING 00 o • �, .o- 4, q a5 I �Y ,Gn* GM=GAS MARKER R - DIENTRAL ANGLE o o=GUARD POST .i1pL 1 a, Al9 US GV-GAS VALVE II CHORD LENGTH114LE a rn S 86°50:37° 7 I ITN -INVERT ID = IDE�FlCATT70NL� IR=IRON ROD _ BLDG. =BUILDING is E(D) c LP=LlGFTr POLE ENGINEERING OF PROFESSIONAL o N Eo5 ']ZE(O(m M WM=WATER METER BB =BASE BEARING ENGINEERING CERTIFICATE a rr a6"' 1f �- IBM = TEMPORARY BENCHMARK NO. 28973 a I a' rPc urturc E>sEtrr ( 49'(F aR�2s4.x.a3e -''� I LNO I..)= NO BOX IDENTIFICATION 0 3Do3t � \T 1.q` I I MH=MAN HOLE ( ) S 89°09'83" W I ! ) a r a,FPc EASEJirrr z I �.. 19.78" I 4s' tlrraruc•E c><e!Elr y jP.6.5,PC.a4) N&D=NAIL AND DISK w cca ;°,wsm,t rbrs N �" s He_ID'ov' e'tn) (P.a5,FC.84) 0/H=OVERHEAD LINE --1, MORE ORVAULTL �E (, P=PLAT f =MORE OR LESS MP=1 M DPOLEEND SECTION BSA= IACNOT LAppOW PREVENTER 'a9.23't'(F) \ - zd.TalF) r SV=SEWER VALVE SB=SIGNAL BOX GETHER WITH 111 ENTERPRISE STREET FO=FIBER OPTIC MARKER TP=TRAFFIC POLE o a uunv EnsEdEN )� - ENTERPRISE STREET ENTERPRISE STREET 6D' Rrv)(P.D5.Pcaa) w44• r, C) (SD' P�'%)(P.&S,PD.BA) (EO'.?M.) . Etoff "REA PER s eosz' I 0 _3i_8,P ._6W) s 86 8.98. q tiD _72 73 F) VV mQy NE (MIER, LOT As. � WE=r DWKCE roo sr71177 rNDusrnlnl P.iwc Lusr nvD. ' P.8.5, F45. b4-SS p.: U 0 A N ? i -0 Al OCOEE BUSIIJE3S PARit PHASE 1 I" I w Ej' REC d'$VC71 I C.C.P.®662T5 k 1101763 I f:Oi FL41iE0 LOi 1 j ( IRA.? D T, 1/4 ORC:ER EPB60.FLSr�JlTa1 dJ PfitOPG JITARGl sEcv+V 19-1225-R3EE C,C.R.®6c2T0 k 9I0I424 4 _ Bl j Po+(I" IS 0.1 SOUIN NE CN ORER. S C6L1 RED `i' y JIVE SECTION 13-T225-R?EE tl 264212. l GRAPHIC SCALE RCgFGSiJ>-I .. ° t S I d5 18' N TO �AM LUtE Ar 89°08Y0" Ewlrrr(0)) 5_crroe 19-Tzzs-RzaE ( W) ,*4 1731.1 ¢ ° °� =`yt . u0%oi,'IR,s-R3aJ''I �L54 a 3b. Ei) ( ) 1 imh FEET= BO tl � {J %J'4 TOT' E F SECTION LINE 1 E. IF SILT FENCE C2.2 Q, d.1.71 ACRES OF ORGANIC MATERIAL ' n tn yd -p, l R IV "' LEGEND il� �2-ts B-ta TO BE REMOVED/RELOCATED 1 _ -9 t -4 4 WCF RrVv(0) PROPERTY BOUNDARY -W- SILT FENCE 41 e-5 - - - - MAINTENANCE of TRAFFIC � z � $ND ! ,� � L ,-1&•Or TREK of ORG LO sacs To BE RETLOVED/RELOCATm PER GEOIECHNIGL REPORT 2.60 ACRE WETLAND 92 1 � To BE MRIGATED $ REMOVED �. VACANT f27' zT ALSO LESS AND I;YCEPT� \P--v L. -® k - - "{% `''• DEMO EXISTING STORM STRUCTURES - - x 'E0 ` 1\\\ C22 CONSTRUCTION ENTRANCE •\ \ \ PHTA L ¢ \ `t oREC Ij3' SOUTH`I5pm \ EC odt1K_ 1 ziRLao3 DEMO EXISTING ASPHALT DRIVEWAY \ 32.44 ACRES OF ORGANIC MATERIAL TO BE REMOVED/RELOCATED t n- o 'y °} 1/] 3L- 1:0+iM1R lI@, ORiI3a.FG.lfi7A :.DRTR LINE O.R2956,t'O.f0R5 Y S o"9-08.00' K�F) 695.0� - \ ` �,'v /`}. + O' + ^ 89'RO'18' F' 0. Ooo'(D) f. _ 6510'la° r, O) -- - _ 6- b6° Y! 3d3.&5'(F S _ .._-Je tt =YY \ i zi 10 X 10 CONCRETE WASHOUT O.R._956,P&.IPI5 i9.4a'(FJ I Y R`IW u '4+' ti55 ocrt �, �� SI�WEY BY INTERS `� °b PW G9',v.d h IRtMY CONTRACTOR TO PROVIDE M.O.T. FOR WOW ON SHOULDER •z, �' I C2.3 C2.2 »v AND WORK WITHIN TPAVE7. WAY s-toJ ��, �a ry�� OR333$PC.i6l4 1,22 ACRE WERAND o �( V TO DE NRIGUED'h REMOVED •p ' rEST uvE, o.R.3]3aw.Jsa ,�+.. �' Bess otn CITY OF OCOEE DESIGN STANDARDS -SECTION 3.09 EROSION CONTROL -�I e-e C22 5450 IF SILT FENCE i (ar_ass,Lx.la>aD ALL DEVELOPMENT SKILL 500 FOJDW EROSION OTHER CONTROL METHODS AS DESCRIBED IN THIS SECTION, FOOT OESIGN DURING ALL, OND FDEPRUCT STOIR TMES, EROSION AND SETS AS CONTROL PROGRAM AND YARIW.. SEEDING, R/DEVEMULCHING,O SODDING, COMMERCIAL OTHER ACCEPTABLE METHODS SHE EQ USED TO PREVENT EROSION CUTTING RS CONSTRUCTION AGTIVO S PER ND AND AS SPECIFIED IN THE LOG. THE OWNER/DEVELOPER � COYNFRCVL AND RESIDENTIAL LOTS SHAM � REQUIRED TO MAINTAIN CURBS AND GUTTERS FREE OF ACCUMULATIONS OF SAND MD EARTIi. TEMPORARY SILTATION BASINS MAY BE REC 1/z°F+(IVP) _ a' FFC UDRLRT FFSEMITR REQUIRED WRING CONSTRUCTION. MAINTENANCE SfNAl1 PROVIDE BY THE OWNER/�EVEIOPER FOR THE 2 YEAR PERIOD OF THE "UTTERANCE PERIOD AND FOR EACH LOT UNTIL FINAL INSPECTION 15 PASSED, (ND m)(P.d' FAsi}� N1 ACTIONS TO PREVENT EROSION OR POLLUTION SHALL BE DONE IN ALCORDMNCE kkTITTHN INIS MANWL S BP'OT'd� W REG R/2'WLB210B ■■ 230, , -� (T'vP) O.7' SOUTH �� ■ n.Tr Panrrtv 3.09.01 STORNWGTER POLLUTION PREVENTION PLAN (SWPPP) '.�;, .�-� t eta NE CORf1ER, NEai Ok'-11Gf IF REQUIRED BY THE CRY ENGINEER, IRE SWPPP, DETAILS, AND CALCULATIONS SH41 DOCUMENT ALL THE MEASURES NECESSARY TO LIMIT THE TRANSPORT OF SEDIMENTS OUTSIDE THE UMRS OF THE PROTECT TO F_arf NORM VIE, I csi ORAL :iE C401mF+al ""Ps" 9", i THE VOLUME TURD AMOUNT THAT EXISTED PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. THIS CONDITION STW1 BE SATISFIED FOR BOTH THE TOTAL ANTICIPATED CONSTRUCTION PERIOD AT A MINIMUM AND FOR { NORM iVI PARK UNIT Ts0 Fax F65. B;-R5 \ THE 7-3 YEAR FREQUENCY, 6 HOUR O RATIWN STORM EVENT. PROVISIONS MUST BE MADE TO PRESERVE THE INTEGRITY AND CAPACITY OF CHECK WELTS, SEDIMENT BASINS, SLOPE DRAINS, GRADING PATTERNS, ETC, 'v •� SAL 1 09° N'(D) s E-07'S7° NTT) �, P.as PGs 84y� . \ REQUIRED TO MEET THIS PROVISION THROUGHOUT THE UFE OF THE GONSTRUCRON. SUBMITTAL OF A STORYWATER PO WON PREVENTION PL N SHNL COMPLY WTRN THE REWIRENENIS OF THE FOEP AND SIRWND. 3.09.02 STOCKPILING MATERIAL AND a N 94D757" EjF) NO EXCAVATED MATERIAL SHALL BE STOCKPILED IN SUCH A WANNER THAT DIRECTS RUNOFF DIRECTLY OFF THE PROJECT SITE OR INTO ANY ADJACENT WATER BOGY OR STORYWATER COLLECTION SYSTEM. NO REC 11 My WPUSTRAML , Y.zsi Oi' 01, ' ,50'(0) 29.73'(F7 BUILDING CONSTRICTION OR LANDSCAPING MATERIALS SHALL BE STORED WITHIN PUBLIC RIGHTS -OF -WAY OR ON THE STREETS. IiRA.t475 pa3' PC is U�\'R Of1E * •- � � � � P.B.T. w.R 18 �V I 'Z I 3.09.03 EXPOSED AREA UMHATION 45' Of MF'AOE EASEIRIa I 1 1 THE SURFACE AREA OF OPEN, RAW, ERODIBLE SOL EXPOSED BY CLEARING AND GRUBBING OPERATIONS OR EXCAVATION AND FILING OPERATIONS SEAL NOT EXCEED 10 ACRES. THIS REQUIREMENT MAY BE WANED W a I i (nB.5,FG8a) i I I FOR LARGE PROJECTS WITH AN EROSON CONTROL PLAN, WHICH DEMONSTRATES THAT OPENING OF ADDITIONAL AREAS WILL NOT SIGNSCANT.Y AFFECT OFF -SITE DEPOSIT OF SEDIMENTS. 3.09.04 INLET PROTECTION e' FFC LOT V INLETS AND CATCH BASINS SKILL BE PROTECTED FROM SEDIMENT UDEN STORM RUNOFF UNTIL THE COMPLETION OF ALL CONSTRUCTION OPERATIONS THAT WY CONTRIBUTE SEDIMENT TO THE INLET. LOT 0 LOT N LOT I LOT L (P.0.5.PC.64) n . C45i OR:dRCE '!37 V-wxc Ica+ CRM;GE ) Y.'ES( CWAi:GE P:ESi OPo+INGE yl i.tmvsm,'L PARK umr ONE 3.09.05 TEMPORARY SEEDING R-0 PlDIISTRLaL FAFK UNIT ONE in'OU5Tu4l PARR Utivr CAE, I:OUSTRA! PARK UNti 01,E INOUSrR PARK UffT 0`,T. PB.7, PO, i I8 AREAS OPEN BY CONSTRUCTION OPERATIONS THAT ARE NOT ANTICIPATED TO BE DRESSED AND RECEIVE FAA. GRASSING TREATMENT WITHIN 30 DAYS SCULL BE SEEDED WITH A OUICN GROWING GRASS SPECIES P.R.R. PCft8 P,B.3, co,ilB P.BJ, FR 118 P.B I, FC.RIB ; , W76CH WILL PROVIDE AN EARLY COVER WRING THE SEASON IN WHICH IT IS PLANTED, AND WALL NOT LATER COMPETE WITH THE PERMANENT GRASSING. THE RATE OF SEEDING SHALL BE A MINIMUM OF 30 LB PER ACRE. 3.09.06 TEMPORARY SEEDING AND MULCHING Ot SLOPES STEEPER THAN 6:1 THAT FALL WITHIN THE CATEGORY ESTABUSHED IN 3.09.05 ABOVE, SHIN. BE MULCHED USING A MINIMUM OF 2 INCHES, LOOSELY MEASURED, MULCH YATERA, CUT INTO THE SOIL OF zi SITE PREPARATION/OVER EXCAVATION NOTES: THE SITED AREA TO A TOTAL DEPTH OF 4 INCHES. L=I 3.09.07 TEMPORARY GRASSING t. CONTRACTOR TO REFER TO SUBSURFACE EXPLORATION AND GEOIECHNICAL ANALYSIS REPORT FOR LIMITS OF OVER -EXCAVATION AND APPROVED SUITABLE REPLACEMENT THE SEEDED OR SEEDED AND MULCHED AREA(S) SHALL BE ROLLED VINO WATERED AS REWIRED TO ASSURE OPTIMUM GROWING CONDITIONS FOR THE ESTABLISHMENT OF A GOOD GRASS COVER E(0) A FILL WITHIN THE PROJECT LIMITS. ETFI IF, AFTER TEMPORARYDAYS, REGRASSING 2. CONTRACTOR MAY RELOCATE ORGANIC SOILS WITHIN THE POND AND OPEN SPACE AREAS. PER THE CIVIL ENGINEER'S COORDINATION WITH THE GEDTECHNICAt_ IF, AF1ER 14 GAYS, THE TEMPORARY GRASSED AREAS FIVE NOT ATTAINED A MINIMUM OF 75% GOOD GRASS COVER, THE AREA WILL BE REWORKED SUFFICIENTLY TO ESTABJSH THE DESIRED VEGETATIVE COVER. z \ REC 1/ IIR* S 69109 23` TV I ENGINEER, CONTRACTOR MAY PLACE ORGANIC SOILS/UNDOCUMENTED FILL MATERIAL WITHIN THE POND BOTTOM WITH TWO (2) FEET OF OVERBURDEN SOILS (BOTTOM 8 ("O `pI(1 Iuu' 29. 78' DEWATERED AND AVAILABLE FOR PLACEMENT). NO ORGANIC SOILS MAY GO IN THE POND SLOPES. 3.09.09 MAINTENANCE - - 5 89'fo'09, Y•(0) ALL FEATURES OF THE PROJECT DESIGNED AND CONSTRUCTED TO PREVENT EROSION AND SEDIMENT SHALL BE MAINTAINED WRING THE LIFE OF THE CONSTRUCTION SO AS TO FUNCTION AS THEY WERE ORIGINALLY 30-00'j0) DESIGNED AND CONSTRUCTED. R S 83'09'_5' I.t I,I 3.09.10 PERMANENT EROSION CONTROL TR . - NOTES: CONSTRUCTION SEQUENCE: THE EROSION CONTROL FACILITIES OF THE PROJECT SHALL BE DESIGNED TO MINIMIZE THE IMPACT ON OFF -SITE FACILITIES. ALL STORMWATER DISCHARGE FROM THE PROTECT LIMITS SHALL BE ROUTED THROUGH C'd(Ntl 10) ENTERPRISE STIR 1. CONTRACTOR TO CLEAR AND GRUB FIRST 6" OF TOP MATERIAL AND REMOVE ALL ORGANIC DEBRIS FROM SITE. MATERIAL TO BE DETENTION BASINS TO TRAP SUSPENDED SEDIMENTS. DISCHARGE FACILITIES FROM THESE BASINS SCULL BE PROVIDED WITH A SHUNNING DEVICE TO TRAP FLOATABE DEEMS. RESIT FG.6d) DISPOSED OFF IN ACCORDANCE TO CRY REGULATIONS,1. PRE --CONSTRUCTION NETTING TO DISCUSS PROJECT, INCLUDING t•((0) NPDES REQUIREMENTS. 3.09.11 PERMANENT SEEDING V(F) I 2 CONTRACTOR MUST OBTAIN A COPY OF AND IMPLEMENT THE APPROVED STOOMWATER POLLUTION PREVENTION PUN (SWPPP). ALL AREAS WHICH RAVE BEEN DISTURBED BY CONSTRUCTION SHALL, AS A MINIMUM, BE FERTILIZED AND SEEDED. THE FERTILIZER SEAL BE OF 12-8-e PROPORTIONS AND SHALL BE UNIFORMLY SPREAD AT A MITE 2. INSTALL SILT FENCE ALONG PERIMETER /5 SHOWN ON PEW. OF 4pp_50O LS PER ACRE AN MIXED WITH THE SOIL TO A UNIFORM DEPTH OF 4 INCHES. INCLUDED WITH THE FERT RING OPERATION WILL BE THE APPLICATION OF AMENDMENTS, IF NECESSARY, SUCH AS 3, CONTRACTOR 'f0 OBTAIN A COPY OF .CUD FOLLOW CLEARING AND GRUBBING PROCEDURES AS SPECIFIED IN THE GEOTINECHNICAL 3 INSTAL CONSTRUCTION � � ISMOIS C LIMESTONE OF ALUMINUM SULFATE TO CORRECT THE PH FACTOR TO WITHIN THE LIMITS OF 6.0-7.0. THE GRASS S® SHALL. BE UNIFORMLY SPREAD AT THE RATE OF 100 LB PER ACRE WHILE THE SOT IS MOST. THE GRASS SEED NDIURE SHALL BE OF 20 PARTS BERMUDA AND 80 PATS BABA WITH THE ADDITION OF 30 PARTS RYE IN THE WINTER SEASON. .Ot: Ni 4. PRIOR TO CONSTRUCTION THE CONTACTOR SHALL PUCE SILT FABRIC FENCE AT THE UPSTREAM END QU ALL STORM SEWER 4. OBTAIN VER(FlCATION THAT EROSION CONTROL PROVISIONS RAVE BEEN 3.09.12 PERMANENT SEEDING AND MULCHING :b 6 Id m PIPES UNTIL INLETS ARE COMPLETED. CORRECTLY INSTALLED. ^ F7 S. CLEM AND GRUB PROPERTY S ADD AN TO THE TOTAL N DEPTH OF NETS OF 3D9.11 ABOVE, SLOPES OF FROM 6:1 TO 4:1 INCLUSA£ SEAL BE MULCHED USING A 2 INCHES, LOOSELY MEASURED, MULCH MATERIAL CUT INTO THE SOL OF THE ORALR+OE m y m^ S. WHEN THE CONSTRUCTION OF INLETS ARE COMPLETED THE CONTRACTOR SHALL PLACE SILT FABRIC FENCE IN PLACE AS PER SEEDED MICA TO A TOTAL DEPTH OF 4 INCHES. TAM. w DLTitI. 6. REMOVE CLEARED MATERIAL FROM SITE. 3.09.13 PERMANENT SODDING B. THE CONTRACTOR SHRML SEED ARD MULCH OU SOD SWATS AID PON05 PER SECTIONS, IMNETRATE.Y AFTER CONSTRUCTION IS 7. IMPORT FILL MAIEAVL ♦ ALL RETENTION/DETENTON BASINS SHALL BE SOLID SODDED WITHIN THEIR LIMITS. ALL EXPOSED AREAS WITHIN PUBUC RIGHTS -OF -WAY SEAL BE SOLID SOWED. OTHER MICAS WITH SLOPES STEEPER THAN 4:1 .^..?0 COMPLETED AND PROMOTE WICK REVEGEGTION. SHALL BE SOLID SODDED. S. CUT TO FILL - 7. THE CONTRACTOR SHALL CHECK ALL EROSION AND SILTATION CONTROL DEVICES AFTER EACH RAINFALL AND REPAIR OR 3,09.14 STRIP SODDING REPLACE MEN AS REQUIRED. SILT FENCES TO RELU1N UNTIL OIY/COUNTY ACCEPTANCE S. FINAL GRADING OF SITE STRIP SOD SHALL BE PLACED ADJACENT TO ALL CURBS, WALKS AND PAVEMENTS TO THE DIMENSIONS INDICATED IN THE TYPICAL CROSS-SECTION PROVIDED IN THE APPROVED PLANS. 48 �S BEFOFr= ��'� B. THE REQUIREMENTS LISTED ABOVE SK41L BE CONSIDERED MINIMUM REQUIREMENTS AND THE CONTRACTOR SHALL USE WHNEVFR 10. SOD / SEED AND MULCH AREAS. 3.09.15 REGR.ASSING ® (�`A� ® METHODS DEEMED NECESSARY TO PREVENT EROSION AND SILTATION AS MAY BE REQUIRED FOR THE PROJECT. -NAY BE DONE IN CONJUNCTION WTH REMOVAL OF CLEARED MATERIAL ALL GRASSED AREAS SHALL BE MAINTANED TO ASSURE A GOOD STAND ARD SUFFICIENT GROUND COVER TO MINlMZE EROSION. IF, AFTER 60 DAIS, M ADEQUATE GROUND COVER HAS NOT BEEN ESTABLISHED, THE Td1Fii� AREA WILL BE REGRASSED, B. DEWATERING METHODS OF WEUPOMRNG AND DIRECT BURIN.. 'SOCK:' PIPE SHAD. BE UTILIZED. oil 1-8 432-4770 3.09.16 ADDITIONAL FERTILIZATION SUNSHINE STATE ON: CALL C8NIHN 10. DEWATERING DISCHARGE SHALL BE DIRECTED TO A SEDIMENT SUMP PRIOR TO BEING DISCHARGED OFFSRE. GRASSED AREAS NOT ACCEPTED WITHIN 90 DAYS OF THEIR COMPLETION SHALL BE RUER RUZED AT M APPLICATION RATE OF 250 LS PER ACRE a 0 U J J � r t` (� V) Z �M Q 00 O 0 W af 0 L.R..I o 0 i z QO Lo � 0) Z LL Q 0 LJ d z N FWcl IL N Z Z 0 LL O - 0 m J O J � Q Z Z O U Z LLJ O (n Q U W U) W CD Q J Q -10 Z W LLT ft� W �0 J U LLI 0 mLi- Z U (n v z z W N N d_j,N O O w CO U O L y II Z U BOARD OF PROFESSIONAL ENGINEERING CERTIFICATE NO. 28973 511111T E 0 U (Aa F61Fft VIA BE A 9NC1E OR DWEEE IAYER ] A pOJIeE LAYER OF tRA1EL a— BAGS 9A�5 ARE HSEO. 1NE TCP 'YUCT SE EV 91a1 S/,-Ixd 4GN mHIAIxEO INt11AT Nrl OMS ANE ARE EWEHT M1H W9 &IRLM GALS d 7FE �� uYa✓5 fF HIDES smNEnc t N11Acs ( Nd WOE AI®6 CF6 IIIII IIII�II P.Aa: O U— FUIER GAGS sad RACE IA.AVEL FKTER RA6 siw THAT NO GAP3 AlE EMOEHT THAT NO CAPS ARE EVDENT SOE VEW can@ELL PIKE OPLE POST POSnON POSTrohS PRN �•TCWA® Fln� Nt VE11' B' YAX F➢_1eR ,'AN FAS➢, OON'o MANfE 1N R SEC, SBS FOOT YEG) S FM11FR FA�iC 3 e SLT ftDW ELEVATION n SECRtM7 T EA FEE'E LOCS`c SaL PUfFn SY wLON M 11 aLPAC1ED IDLIN G UPSTRENI FA. OF Sllf-s NOM SALES TO BE V— AT 111E akond aF TI£ EHFatm NOTE: MT FENCE TO M PAD FIXi OiDot TE CON,RMn UNIT PRICE FOR STAM IT M. (IF). 1 E I SILT FENCE DETAIL N.T.S. r-SN109AC SD11EN7 6AR1@R N&II9 a TO WASH N O CD O O D�FRYCAmR SHEEIWC N14IL pi R9¢ 1EaI3En O WOIE WIDE Eu£IDS ZX OR EQUIVALENT bZ7NC PAIID d� '�4 O � O R04wYA F.r1 J /Xn "-.r�.t'.".�5�.. i4.lFit FIseC 3 FT � FLnY IYP. SECTION A -A I O ' 1�.1ORY�MTIEN AOOECA SHA1 .ANT— j �1fi6 N➢UNf£ IN CU✓ONION 7-3 we Ld)0.g TE ` � SEC7IGN A -A THAT woL FREHNT TRAlxiuo ON __ or s¢mtr IwL 6- neat O CDO O O silo POWC WdM1.r6-WAY. 1W5 WY PEQRiE 1[e lrO TRAP 5 �A4 aft 0- /NY IFA98i� < PLAN 2 NQI �MY, ME.TIS sil/11 ff aENED PIdb1 tO FNmAVt£ Ixm PtL3K ROrt-a'-WAY. � PWI EXCAVATED WASHOUT STRUCTURE S MEN YA941F K IEYAREn, R 9ULL ff DOME d AX ARG StAY»,ID YA1H CIaL9§D SIwE THAT WAdG N10 A4 APPR0IFL 49B61It T➢AP tli SSYk71T uza o —ON �£ NOTES - AL 4 FA m . FEN YA1St6,V� CaSD S OF t Fn 1. LOCATE WASHOUT SDTUCN A IMANM OF W FEET AWAY FROM OPEN CRANNEL5, SNSUt DPA➢! VNNli31AVa: N PFR IPRICJBE Snnws 4' FOOT S INLETS, N SEN9TIVE AREAS, WETWIOS, SUFFERS ANO FS WATER =RSAND AWAY MW —MOTION5f/1DX0 N ,CAilw "'N' a us_ YMOAlS GR mlax AW(mLm Yc-7FFCO5 TO 6VtdE3>g yg,Ip.,F l0 5,�qt �yEp 2 SITE AN AT L STRUCTURE ES FREE ARO. RY ro =TAMENVN WASH WATER T X SOWS ANO a tDJ1aTa ACaECATE t FatER FAI?(9i TO SE PFA � p� T LEAST 4 INwES OF FFFIDOPRO. 1YPICAI OIYE18W5 PAE 10 FEET X 10 FEET X 3 ff.O11R.5 !f FOOT STN✓oA SPEWtatnoN poi t 3pe-5 IN�6➢FSLY. S PREN. F SDIL DI, U FREE OF RCi I w OVER 0®i65 THAT MAY CAUSE IEA4e W FREE OF M THE -ES LINEN. FOR IINEA, USE 10 Em. Oft 1f➢tXFR UV RESISTANT. WPFRMEPHIE SEETIE. FREE OF HOLES AFID TEPRS lR OTIER DEEECIS THAT WI�RWiSE ILO+EFtYEAHtL1Y O� THE MATEI➢AL 2 TE PORARY CONSTRUCTION ENTRA CE DE AIL 4. PROVIDE A SON FLXL TIE WASHOUT N M1 PRONYNY TO THE FAOUTY. N.T.S. B X CONCRETE WASNOLn S)RLICNRE WATER MONT. REPLACE NPFRMEASLE LINER F DANACEO (EG, RPPM OR PUNCRRE01 EMPTY OR REPLACE WASHOUT STRUMRE THAT IS 75 PERCENT FLU, JAJNtDD IXSPOSE OF AIXAIYIM MATERIAL MOIf LY. DO NOT REUSE PLMM LINER WET -VACUUM STORED UWIDs THAT HAVE NOT EYPPOFtATm ANO OSPOg CR N AH APPROVED NANI4EN. PRIG¢ TO FFHAROE]tEO sOR.S�SYA{OLE OAR BROEEEuP FCROR oISPOSAL�oftCYRE �tl IN0. NAMTRIRI �� DIA4F0nN AREVNO EXCAVATED WASHOUT ST➢R7VRE UNl@ SIRUCNRE IS RSIOVEO. 3 CONCRETE WASH OUT N.T.S. I (mph) DISTANCE BETWEEN SIGNS syeed sPaclnq lII.) A a zs 0 mph arless 200 Z00 �'; 30 to 45 45 mph 350 350 50 to TO '111h. ay aNnten up,. Device S ac/n Nar. 0lz4urc< neMeen Devices (/L) _ rons o! TvbWar Nerkers T` Pa 1 or Type /I I tles a Vertical BarPamts or orpmf ,,,, Tap¢r I Targ<nI I Tangent zs sD zs so 25 50 30 30 25 50 50 100 1 SYMBOLS GENERAL NOTES DURATION NOTES ��, b'vY Area l.:fner, lour or rmrP nork vahl<fes — the INougO traffic lanes M a ols hear 1. 11­ and <tm'mlelfzing eevaes may be "IRetl It all aF the period or less (ezciudtng estabfistn'ng old lermioMiry tte cork area), the ztlrarcetl )allnnl'g <ortditions are mef. Cnann ,", om'F (See lades Ito. a.) FL�GFfl sign shall 6e subslRv[ea /ar Ihs wOluERS sign. for /p:atlan N flaggers a. Hork pperoFlaes are 60 m+wles N less and fl/LGER slgrs, se¢ fMe, Na fiD3. 1 VPNUpf Id the u- area haze Nqn-lydenslry, rcraziaq. /IasNng. oscillating, or xtrobe IigMs pFeratin& leork Zox Sign 2. 5H WIDER WORK sl9n ray be use! ds an ellernroe to the HORCER syn'.`o! sign onlp pn Ina side eM1ere Fn¢ snGWdar narb is baln9 pCKOraetl. r✓j Lbe ftleevfll[atian + nh¢<tlon of Trafll[ 3. When a side road Intel— the NghnaY .'w. lM. TTC zone. additfprat TTC dmh< shall be placed fn ac<e_tl HI1n MMr a "Cabl¢ TCZ fWeres. a. for gen.rm sz «ymre>:xmf and aad;rcanaF mTaraauoa, refer to rme, np. 6pp. Table 11 Taper Length - Shoulder Val fru Speed (mph) Nofes 8' SAldr. ]P � IT SNdr. � SNdr. 15 30 16 <O 36 j 4z 50 ! fi0 l=H9= 6p 35 55 6a p2 z1 90 ! !OJ J5 130 150 !i 1. SO 133 167 200 j 55 147 1.3 j 2" ! 01. 100 z10 L>ig5 65 1z3 Ill ! 260 70 1. 233 I80 p Nnieum I. —I rvId1A H = Lertgfh of shvvlder FaFer In reN Y/ = Wltlfh of INaI sM1aulder in fee! (roeNrtd va.ed am unpaved wmtnl s = ➢ested sreee 1�'t fph) CONDITIONS Y/OflxERS OR THEIR ACTNRIES ENCROACH THE AP EA CLOSER TN_ IV Our NOT CLOSER THAN ' T TO THE EDGE OF TRAVEL IVAY. IASp o nescRlPrfou �, 2077-I8 Ir+oex SHEET REvtnoN FDOT�i TWO-LANE, TWO-WAY, WORK ON SHOULDER xa. fm. 07/OIpS DESIGN STANDARDS 602 1 of] 4 MAINTENANCE MAINTENANCE OF TRAFFIC WORK ON SHOULDER N.T.S. a 0 U J J rn r CC) N Z_ W_ ¢ 03 to to W LLJ 7 O 7 _� Z p L, C7 Y tT Z LLJ LA _j D_ O �t � v z N H Q N Z Q z Q n Z O M U) J Q z_ W W J Q U V) W U Q J BOARD OF PROFESSIONAL ENGINEERING CERTIFICATE NO. 28973 5fl1/17 In VI 0 SYMBOLS: '.•�/ WwA urea rnanreuruy oedce fsae rndu Ba 6Dal 1'/°i4 Zvna Sign 5 flat [j' Flagger Tale 1 � Lan° mwalNraly+ . mrxrrpn or Darren ! s-{—lizrhe Spa[fng f5x Table I) r Len3lh To IOP rY y Fe anlned !/ FOAO'lfORK ANEAD ilgn is Irutalfed upstream w'i(hln the prnJn! Ilnurs. WITHOUT TEMPORARY RAISED RUMBLE STRIPS GENERAL NOTES: 1. S anal CwWdipns to ragW/ed in w[wtlace nirh (Lmze owes F nay d cha rollPnmg snaal=.' 4. When a side vad INersxfs Me NOMay nithtn fhz RC zoo=. place addmlorul TTC dev/<es In a<[wdaxe nfth what apprlcable T[Z IrMeres. A Rxlraad Crozsiys: TTe Mo [Farazllefa)) tle>i[es dirxtly in /rant N the warA area caq # "t d p/molded veM<les In cha pork area Imve Mph-lNenzlry rttatlny. a Ifan arch•¢ rOl(I.1 wozsln9 Is 1o[Ned [loser la cha Iy k Area that Ae queue lenpfh Glus 300 tee[, ea[e 1 thx Buf/er Spare as shwa w Ilashlnq, asclllall°p, er slrvte Irghls ope/Mlnp. Shea! 3. b If lM Wrn9 N rehiNez xress m arrh'e rallrnad ttpsslnp cannM M S. Vlhen BNler Spxe calla[ to alrefry due t0 ge>a4re tNca rearPSt attalwble lwylh n>t less than 200 Ir, lot Gouetl sp<etlsa arolded, ptvvlde a vNtweed [tall([ [vwrN of/her w IlafSer of cha hlglmar tall grade wssty to prre.N vehcles Ira-: stopA/ng nrlldn gre u than 15 mph tAe Alyhnay-rai grade crossly rven N Aov_(I[ lra0 wwNy tlevr[er are In Gla<e. T. AOAD I_ ANENT ar.E !N DE PREP- TO STOP s/pns msp be cm✓tletl If all Pt Ma /dlmry CondNvns are eak: B l/ Ill Worl Area ." 1. S a�Iha Cenlerlire. use the Lair Tar TemForory Sa'a SW/t !D Thv:lEvr on Shaw 3 oNy if Ne Eslsln9 A It' k opualcns are 60 mimr(es w less. Pav_i Sha✓lder wiplh Iz sWNNeN. [v prmMe Imo an 11' lane CeNzen lti Ywk Area and rAe Faye N E>Istlnq Paint SAwddu. 4 5yyeed llmi! rz 45 apO at less. Iar Fedv[e the pasted speed ahzn apPrvariaze, C TAcre are oM pbstru<Nons tp vcnlNes approaWng [ha aah area a elscan[¢ equal o the Buf/et Spxe ih°Sn !n Table 1. ary 3. Tenpvr (GIseE Pua+"le S1riPs: Yehlri. In the nark area hale MyhJn[ensllT, ra'Niy. /IasA/y. osrlilxfy. D w strafe IrgMs opuazly� A Use ashen ENh of !ha fe;l>wly <aMdfwrs are mat cwcvrraNli: E. Yplunre all mmplezl:T N cha raawraT Fas Eaen rgruldwatl. ELsciy Ppstcd Speed I `55 mph w 9r[alet; F ll a rvlra-d rrosrley Is pteseN, veM[lez wfil co! queue a<rots rUl sra:ks G. AFADs are rent In use. b. Wv'S durztfnn is Aeatw han bo r3rLfes. TABLE I Posted Speed DEVICE SPACING ➢fskaerce Between Slgns A e C O BNfer Spare Izaxlmum Spxclrg of Conas w Tubular Narlers tiaslmrm spacing Or Type I w Type 11 rr ratles/vane s/➢rums pq a T ^u On a Tan On a Taper On a T eN 25 ZO SP 11 SO IOP 30D Ny IOo IS, 30 35 ZP 1b SD SO 20 Sly SO So � 3D0 10P 200 10b .W6 300 ICU 100' 300 15P i0 10' sP 2(r SO 20b 2W ZOP IOP 30T i5 IP SU 2U Se 3Sb 35b 35b i>S 36b SO 11 sv 1P 1. soo sob spD 251T in - SS 217 So 20 ib 150b 1000 SOP STo "1_52 ISob 1000 SOo 6" i0 1D So 16 MqP ISOD ]000 SOU J3U e Use a renvs 1 elrlp Cww eNeugAaS the nwk iw.e. C. p/xc each Fu'WI 5trtp Sw eta?sverszlT a[rvss the Lang az Iv[a:lovs a see 1ndc+ 60G far general TCz requ+rerccNs atd atldltio f W11—tivn ➢. Use^Op'tan (v OFalen 1 as sFaan ce Shell 2. Use oNp orc cGllan [Npugbvt wwk z¢x. 4 fa>1°ratad Fly3er Asslsianre ➢ IO S$SO.nd the (A I& A°:ap Ca used In ar[artlarce nllA SGerINc@Ions e[rlen I. 940 aPL vendor tlravings 3 Additipnal one-naT coNral ray be FrovMed oy tAe lvllenlnp moons: CONDITIONS A Fleq<arryly reMrle: 0 fl[IN verdde: WHfRE ANY VEHICLE, EOUIPHENr, C. P)fa[ veNcfes: D. Tralff[ slgnafs. - Y/ORCFr15 OR THEIF ACTN?rEs ENCROACH THE AFEA When ffaggSus are lA, spla means of oo.^-nay [ONrol. tM /fggars A .11EH TD IDE THE E➢GE DF —EL WaY. rust Ea fn sight N en<h °:Mr ar In OneN CamcvN[alian el ail Nines. LAsr $ DfscPIPnDN: FY 20I7-18 TWO-LANE, TWO -NAY, I No.X sNo� m/01n6 loI1N � FF -TT DESIGN STANDARDS WORK WITHIN THE TRAVEL WAY 603 I of 3 SYMBOLS: // 'Nark Nea n Chawell:ing Device (See rode. Nv. A01 If Wwk Zaire Srgn Q+ Flappv �>. Larc (derdi{irxivn t INre[fion N -Ilk SYMBOLS M Wwk — UanroDeing Dovi[e /See Indu No 100) C B (p wvr4 zonx sipn p' Flagper b Lane ItleNlliraticn ♦ Dlrxclan Of ION, Temporuy RN5[H lwvblc BINp S[t D 35P 350 35D I—GFNEFaL MOTE d31 I al el al AI A O try--_ �> q:• '1%e:::'.'.C:'lL••—_.�__—_—.� ___—__.-___— I UISP � 35 O O�' �O O�O Tcmyorary Falsed Fuvble S:Np Set ' (See GEA'FflA1 tiPTE S11 A B C See Shall 1 Fw idymn s Hap Be o-plea Il pORD V/OA\ aH£PL 51gn I5 Insfallao vPSlrea* Bllhin tM1e prole:! Ilrlls. WITH TEMPORARY RAISED RUMBLE STRIPS (When Required See GENERAL NOTE #2) REMOVABLE POLYMER STRIPING TAPE MOLDED ENGINEERED POLYMER SET RUMBLE STRIP SET RUMBLE STRIP SET OPTION - 1 OPTION - 2 TEMPORARY RAISED RUMBLE STRIPS LAST o DESCAIPTIDN: INDEX SHFET PEVIs10N N FDD FY 2018-19 TWO-LANE, TWO-WAY, Na N. 02104116 p .v-- DESIGN STANDARDS WORK WITHIN THE TRAVEL WAY 6' 2 of 3 --- ---,--.,.-.---,-.- .-.,-- -r � --- G . • • • • I /S Clear (iyp., Eazh 51de1 15'vrk A.ez •-- — — — -- — -' —_— — — — IVF Tracks P T. I00, I v>< g t ee Tar:geN TSIT OO, TEMPORARY RAILROAD CROSSING BUFFER SPACE EXTENSION SMnrE Lam Ur ✓I .) . Edge W' Eaistleg Pxed ShvNJx R>CJ I Ldyr Area Edge Or E>lxly 11.0 Lau rrypT engc -[e hpxly (Sxe Table Ik IeN SP Ta 100 D.rr TEMPORARY LANE SHIFT TO SHOULDER WHEN WORK AREA ENCROACHES ON THE CENTERLINE SPECIAL CONDITIONS ss Raretenee L See Gen_val Note S1. Slvet 1 far m>re lNormallen. SPECIAL CONDITIONS LIST 0 OESCRIFFlo : FY 2OI7-IB ..X sxEEr FFvrsroH TWO-LANE, TWO-WAY, FDDTZ 01101116 a �- DESIGN STANDARDS WORK WITHIN THE TRAVEL WAY 603 3 of 3 U _1 J rn r � N W r) z F-- Q no QO U) CO Ld Z Q O LD O _ a Z W Q r LLJ J D- E Z N FW Q N Z_ a. a z Q J a- 1n J z Q O Q O Q_j m U) LLI L J _j LLJ Q ~ O I_ _z O U m LL_ z o Q C/*)> � U � O U W LIJ Q J 0 N n V Vrn J o V \ N N F � N II d = N U 5 MAINTENANCE OF TRAFFIC WORK WITHIN THE TRAVEL WAY N.T.S. 5111117 S 86150'87" Ti 30.49' N F65249" E{BJ N 5650'; Y c (Fl z� 7? rim Lai I v 4 Y MVIEN1) EA FER s 85 52''44' w{0) .2605) s 6559oa,, s Be's2'sJ 8 66'S0'22� �f{F) N REQUESTED WAIVER TABLE: W E Code Section Code Requirements Proposed Standards Justification r1n amng or yreuanaa. u (DC, Adde W, Secdou 7 disturbance l5 required, ev wetland areas shall be nd removal& Referto Envdonmentai A sns�tR�+ort by Rlo-Tech 4, 8,(1)0(2) created 2 U.. thesize of mroadon paid r... r..Itfng weV.M,destmyed. S NB 98'10°E 290.12' i15270' GRAPHIC SCALE 1m flEa i/2 R.4 o (LF24) TRACT / L . BUFFER/FUTURE ROW L i 0,75 AC /- IN FEET 1 imh = 80 1t rvi FUi1TE0 � ! r / :g ' r r � i ' TRACT 'C' STORMWATER I 5.66 AC ti r ! ` CONCEPTUAL LAYOUT y FOR PROPOSED FUTURE o CONNECTOR ROADWAY Ao k c / `v a� / � nor'currs D e anon EasEUENr) ' l(OA37KM260089RECIf R(➢ IID(0.4'E/STJ NVY43°E � 5 b9'Ol'4J" r/ B Rix tit' i_._—•• .. �I � Lsa 4RTo ix I I Nor PLArrEO ba c, (v W µ N I `? W TRACT 'F' L N �. EDICATED ROWIGE HEsr 0RulcE .60 AC Prlr-n( urar oN:E, M115 ML R:Ri( uNrr arr 117 ..,,Ia P.B.S. PG.118 c+� O 01 .v n W P I S 89`09'23" W I 99,76' s B9•m'D9• r2c) 60'(D) f I s 89'a9'23' w(r) �L:oiD) ENTERPRISE STREET (60' rFiSJ(P,B.5.PD 64) t0 I o i ENTEF s I Nor PIArrEO ---_._— OCOEE BUSINESS PARK PHASE 1 (P.8.60,PCS. 137-138) REC C.C. . a �(( �uIT lam o T�r_T lam lam �I, (P A�c0 1A.860�1'GS��7pRE`1) 52 ' S1 ISOLATED WER7WD TO BE MITIGATED AND REMOVED � ' ca Kira �"f neaa,Fcs.r. ------;--�-tf-t.�i.-�a�-i-ra��i EC 4s 1 I =� 1 I A TRACT 'B' I LEASABLE PARCEL 5.72 AC o v -1 h R£Sr LINE O.R.JS38,PC.1674 v 1 I REC 1/2'Oi16?10B - ___ 45' B.RAWtGE EASEIiEM I BALDING 'B' SERVICE SHOP Lan 14,408 F it F'101764 i li I I II 1-R2BE i I pOLYf YS O. iP' 60UM i OF•�LCulAT'D 9 '00'O0 F SE N Ertl,. 1! 88'4fi'Ji' E • : .'I 2642.42' 9 �000 I I �`I CT F'sI� 4 IB' e m NORN L.E, �- i K i TRAO�Ni(0) SECn04 19-T R26E D' EDICATED ROWS' E(0) nT;fs{:` •'I 0.05 AC ff S, E(F) (s5cnov uv�j ' �t�i. � IDS• ,,14 I th`�y, L s ' ''4J•i P 1 1 �'TIF'O6" 7'55 Y L ' _—__--____ . "IST(D) s 590505- RYF) �Nw ca"'E'. S59,08'06'v -----_ _ _ - O.R 265s Fc mla 1054.11, 30'(D) 20 46'(F) L — _ — — — — — -- :..., au;..ti e unun-su-err s„ REFER TO SHEET C3.2 FOR ENLARGED DETAIL - ISOLATED WEIT.AND TO BE MITIGATED AND REMOVED 0.R3iB,P 1674 I LEGEND :O' LE'a5 ON e a=:�Lae� e urem' rasarexr (aR V.f� i6i4) �H' fx lR7In EASEMENT (O.R.2ZJ4.PD.2541 rv1 :,.arm 89-07.57' E(F) .9.75 (r) POND SECTION A —A N.T.S. Curve Table Curve $ Chard Length Chord Direction Radius C1 458.49' S17'42'19"E 766,28' C2 61.82' N12-40-56"E 167.26' C3 472.56' N17'34'41"W 771.28' PROPERTY BOUNDARY -- PARCEL BOUNDARY — -- -- — SETBACK/BUFFER LINE HEAVY DUTY ASP14ALT SURFACE LIGHT DUTY ASPHALT SURFACE CONCRETE SURFACE ® ASPHALT MILLINGS SURFACE SITE DATA: TOTAL PROPERTY AREA: f27.87 ACRES TOTAL DEDICATED R.O.W. AREA: d:1.40 ACRES TOTAL OPEN SPACE: ±10.42 ACRES {39X�T BUFFER AREAS: 3.00 ACRES MEDIANS: 0.62 ACRES STORMWATER TRACT: 5.66 ACRES LEASEABLE PARCEL*-: 1.14 ACRES 'PERCENT OF SITE AREA NOT INCLUDING DEDICATED ROW AREA •ASSUMED 20% OPEN SPACE FOR LEASEABLE PARCEL Tract Use Area Owner Maitenance A SunbeIr RmUls 15.09— Sunbelt R.Ws 5unbett Rentals B Ie ble 5.72 acres Sunbelt Rentals SunbetRatak C 5tonm2ter Pond 5.66 acres SunbeltRe Wm Sunbeltil..s D Dedkaled ROW OASa cty of Otoee Cnyof Ocoee E Elwa/FuWre ROW 075acrr5 Cw.roco- Gly.f Ocoee F Dedicated ROW I 0,60a es Otyofocoee I Gtyof Ocoee 48 HOLM BEFORE DKMG ® CALL 81, Cr 1-800-432-4770 WMW STA1E ONE CALL CENTER F 0 a U J J � �DO U N Z � < EO o (a W Ln Z aL to Ofy rn z LJ < L3J W a C3 i Z N (� Q N z LZ Q � Z J m Z O Q 0 ¢ JO a- m Q LL (/) w v) J CL LLI ¢ �O W Lz W O m Z LL o � �O ¢ V) C) V) (J L,J CD tY J o N Q LLLLU.. 'rLLyq+�tA (Jj U O oO GO w p � in POND SECTION B—B N.T.S. 5111/17 0 PRIMARY PARCEL DATA: PRIMARY PARCEL AREA 15.09 ACRES GROSS FLOOR AREA: 26,569 SQ FT FLOOR AREA RATIO: MAXIMUM: 3,0o PROPOSED: 0.04 BUILDING HEIGHT: i STORY PARKING REQUIRED: ONE (1) PARKING STALL FOR EACH EMPLOYEE OF THE MAJOR SHIFT BUILDING A 15 STALLS BULDNG B 35 STALLS PARKING PROVIDED: BUILDING A 24 STALLS (3 ACCESSIBLE) BUILDING B 36 STALLS (2 ACCESSIBLE) a 15' 12' 12, LANDSCAPED I2� R. MEDIAN MATCH TYPE 0 CURB F am EXISTING A44XT PnvE)IQIr GRADE ROADWAY TYPICAL SECTION C-C 5' MEDIAN 0.5, W GALVANIZED CHAINUNK FENCE WITH 3 ROWS OF SECURITY BARBED WIRE AT TOP TYPE D WRB ASPHALT PAVEMENT MEDIAN SECTION D-D t'=10' Lu _-7a4a- ----------------- -------------------- ------ --_. TYPE DCURB CHARGING STATION WITH FOUR POWER OUTLETS 54' VOLUNTARILY ENHANCED LANDSCAPE BUFFER 5' ASPHALT PAVEMENT ` V GALVANIZED CHAINUNK PENCE WITH 3 ROWS OF SECURITY BARSED WIRE AT TOW CHARGING STATION AT E-E 1•= 10' N LEGEND PROPERTY BOUNDARY ---- PARCEL BOUNDARY W E ----------- SETBACK LINE S MATCH EXISTING it%� HEAVY DUTY ASPHALT SURFACE GRAPHIC SCALE GRADE _ LIGHT DUN ASPHALT SURFACE RamCONCRETE SURFACE (Ri ) 1 laah = 40 40 iL ® ASPHALT MIWNGS SURFACE 48 HOURS BEFORE DKKM ® ,TT FREE 8n or 1-800-432-4770 dR@FfE BTATE ONE CALL CENTER ,{ - .^c: a : t'. - ' - .< .. RS +6'GALVANTZm CTWNUNK ° FENCE WTM 3 RCwS OF 4 •A SECU BARBED WIRE TYPE D WRB TY C7.0 1•. ••1 a ,, _.� •a II I' A : a -ICY' •.- AT TOP.TYP. d +, A: 11 - :' 43 CHARGING OU STARoNs ED D I - -: 4 POYTFIi OUTLETS SPACED - }" -6- ON CENTER E- P f. L v 1_ TRACT 'A' 5 PRIMARY PARCEL* -• •:.NUNK - _ ,6'•BUDK dNINUN I' 15 D9 A C _ - _ ' .. y '�CALYANRID ' �. � 8 C N FENCE 3 ROWS OF D..• 'm'E o oliae •qa C7. '� - ALU FENCE - •ON NAGUIi+E ROAD FRONT AGE .. 6 14 TRUCK LI1NE5 • • .a-... :d .. . .' ,. '. •;..-. SHOWN FIXi +a�' - :..�: SECURITY SECURRY BARBED WIPE , <' , - I. _ _ NEFERENCE - PllRP056 ONL 1 .NONOURNIC •WRB _ c7.a @ SIDEWNX ... ,7i • 4 wAstN eAr A. a , . . 3• f I. v Y• ♦ d: 4 • , i I t-: I t ZO' - �• 1 is :r :I I •..1 1 A. yy.. 1' '.I.:1 `�d --__ ___ 88 , -. •-OLRKC .4:• d 1' 1. a 30D0 GALLON. I { `r 1 2 i 6 , FUEL a I t: d 7.0 C7.1 ` C n R . - . A,' C R 12 !-0 4 SIDEWALK - • E NO ePROPAN T e' a •-WASN •HAY ° ULTTANG fi. 1' ♦'I' I TANK., AULT T k . coNv PRO E l 1 aI ` r' c PROTECTED WITH � BUILDING 'e' N S SERVICE HOP ..� .4 C7.0 ` PROTECTED wTTH.'. . � + ° � y�IXCM I I' f ' - 4� BOLLARDS ., { _ I .YI {e' I ` {' I- 1' ;.I 14,408 SF -4 • i- BouARDs - +d, i� a. 5 SIDEWNlC C7.0 RAMP: .� . f _ ' ..4. 1 p 9--'.I '-L•".t.'.I`<t•..1 '1:'-1' �:��� -�, (d, T: g __ - StoE',u.ic. C7.0 WNtNCM RAMP'' Rba' - 3Doo-GvioN;-;a •C7.0 C7.1 COWAUSLLT TANK` PROIECIFD WTM• C J ..I L- At--' L_� -L__i 2�. •.6-,- I ..t t •., k' B BO LARDS AT 4 80UM05 BUILD A g . ":I ''.I'I . • I : L{ .{ { 1' 12 OVERHEAD' - • RETAIL k SNN.L TOOLS HANIXCAR PARKING SIN. 8 N Y 1 C7. DOORS 2 6 SF e IXCAP •PAAIONC SrAI1S �. +• HAR vt i �3 U c7 ❑ 2 - - r 8 - - f f .L I . q , d ' 6 fi v� Cr/9LE •DETE 6' PmESTRVNN GATE 6 wARNwc -0 TILE DETECT - WARNING t •6' t30liAA05 AT a i . TD PE •CURD 12 •. A t_ R5' c7.0 d - `s-' C7.❑ DOORS. AS OR15 "a d . a:. d I y'. R '4 15'`•- r DuuPsmi.' i ' • ENCLOSURE. VALLEY R1 to :.'• . °' j6'' VAIlEY e N U - • ^ GUTTM C7.0 A t YALLE, GUTTER GC7.0 ao � R25' /UTTER C7.0 .. �/Xz'zzf//. Im--- - -- -- ------ ---------- --- ------------ 24, WHITE STOP RAN RISSOCURB a .I. CURB C7.0 1 SLOP SIGN 10 24' WHNE NOO67ED C7 0 �� BAR TYPE F CURB 0 TYPE D CURBC7.0 STOP SIGN C7.0 L DOUp STATION/ 1060.15' DRIVEWAY I 569'OB'O6-W MOTORIZED f054.ii' GATE IV REWIRED SETBACK/ LANDSCAPE BUFFER I I I I TEMPORARY �EMENr, PER 3 4066- PO. 4096 TRACT 'D' -DEDICATED ROW e. x 0.05 AC 6' SIOEYUL( } 4 I 20. f .:10 1,24 \ ,, / RS �r 7 5 NONUNEM ` SICK f .r. \ ,l R25� YAIlEY cvrTER c7.0 %�/ 24" NTNIfE C7.0 3 STOP BAR YOIXFlED C7.0---------------- TPE F WRB TYPE D CURB C7.0 ,' STOP SIGN C7-0MODIFIED 3 TYPE F CURB C7.0 / REFER TO C3,3 FOR OFFSITE INPRO'VEMENTS DETAILS U J -I rn 00 r N M z w Q 00 CO Ld 2 U) bi Z Q D- O O _ Lo z W Q W _j 0- Of Z N FW- Qri N Z Q Q J O < W z W W Of W O J O W O mW Z O (i f- U Z O Z O 0 O h 5 N 5 o N U ' U U \ M N N \ O w O N N it C, Z N Mj BOARD OF PROFESSIONAL ENGINEERING CERTIFICATE NO. 28973 6111117 r-,m=t — ` 7 I 1 EXISTING 6- 1 , %wTE 18' YELLOW AT 45 I\ , SPAYED 20' O.C. \' 1 6' WHITE \'FDOT STANDARD INDEX 117346 MF.) • \r 24' SODO W— STOP BAR `STOP SIGH- T \ \No \d x — — — — — — — ■ -------------- _ — e ----------------1 (J FIRE TRUCK ROUTE DETAIL ---------------------"j 1"=60, UNITS DP NIWNG 11� k RESURFACING 1 � 1 1 G 1 v� Y •N- 1 P I 12' 1 12' 12' 12' PROPOSED PROPOSED PROPOSm PROPOSED \ 1 DECELERATION LANE SB LANE GORE AREA NB LANE 12' 1 ' -1 v R64' \ 1 E LANE LANE EXIG STIN LANE /. 6' W I - ... FDOT STANDARD 1 2' IX. SHOULDER �. r . \ WOE34fi (TYP.) INDEX /17346 1 2' IX. SHOULDER 2' PROPOSED SHOULDER \ 25, N 1 2' PROPOSED SHOULDER SECTION F—F 1 "=10' r-------- n \Ll 70' 1 I-----_--_--_--__—_—_��. �� i \TAPER e. f20' 0.0. YEllAW 6' DOUBLE r� oFC'F• 1 18 YELLAw AT 45* 1 .4..s \ \ •�} C UNITS OF NIWNC h RESURFACNG ~ — — — — — — — m m — — — — — I m — — — — — —\ J OFFSITE IMPROVEMENT DETAIL 1 °=60' 'ROPOSEO I PROPOSED PROPOSED SS LANE TURN LANE NB LANE 12' ' ".1'.2.U.. 2' IX 2' PROPOSED SHOUL SED SHOULDER RaPOSECTION G—G 1 "=10' 42.58 0 F 13 "�F6 7.17 20.75 Orange County Fire Truck feet Width 8.00 Track 8.53 Lock to Lock Time 6.0 Steering Angle : 31.7 U J J rn t` Do 1` (� r N z FIN-- Q DO O 0 U] 00 L.L. W' LO z ¢ U- a _ O 0D CD Y z Ld J a d' z N FW- Q N Z n IL Q 48 HOURS BEFORE D(GONO ® CALL lclLTiiB` 811 or 1-800-432-4770 MaI E 6TATE OW CALL CENTER z Q J O Q N (n 0 2 J O F m LL- ww 0_ LLI Cf) Q �O z W0 w m LL :2 LLi z O O CD Q �> 0 ~ U Ld CD Q J N N h O Q O O Q w O a p I w y a ZD U V) 5111117 �RE-ENGII,C,:D MM,L PULDINC, PRCJDFR EAST ELEVATION - BLDG B EXTEF Ct, \q 1A "A'; r-l.-A KIFTM YAl, PAN[IS PRO'6017f, V PkE-CMiINEMED VETA- CIJLDNlp PROCJCS NORTH ELEVATION - BLDG B E1.7ER',(IF UGHTING ---\ ' ETIAL VlALL PMELS PPC'P.DELD E'l � T': , PRE-F"CINEFRE) LT -Al Pj* C ',C PR3115F; SOUTH ELEVATION - BLDG B SY�,IEM Q%IEP I" FOAY VIER a DENSG-A51' BOAM Mp F -1' - EN C' I I ZIPE 0' )-/�-ETA L - GUI LD I: ;-G PPC M C' . WEST ELEVATION - BLDG B ED GO Do O CO Ld LLJ 0 -J 0 :z 0 Ll (C) w Nz 0) LLJ (If J'�TIIIG. W _j a - Er < a_ am CL YITAIL 'VZLS ^PO,--' BY U) 0 F8CA4FFKM R"ILDUG PROOIF< = 0 F= < Jo > m LJ =) -J V) LLJ Lj Lli L'j m 0 C) LLJ 0 m Ld < V) C) M V) Lli CD [K- 0 0 z z o 0 tn L) 6-7 BOARD OF PROFESSIONAL ENGINEERING CERTIFICATE NO. 28973 5111117 GENERAL UTILITY NOTES t. BACTERIOLOGICAL TESTS WITH CHLORINE RESIDUALS INDICATED (TAKEN ON TWO CONSECUTIVE DAYS) SHALL. BE CON7AT EACH POABLEATER METLOCANDICAED WIIN THESE PLANS. RESUCONDUNACCEPTABLE IFMTHE TESTS UWERE COMPLETED MOREIAN 30 DAYSS BEFRELTIHE ENGINEER RECEIVED THE RESULTS. 2. ALL WATERMAINS SHALL BE INSTALLED A MINIMUM OF 36' BELOW FINISHED GRADE 3, ALL WATERMAINS AND FIRELINES PIPES SHALL BE RESTRAINED VIA MECHANICAL JOINTS. 4. WATER MAIN PVC PIPES LESS THAN 4 INCHES MUST CONFORM TO THE SPECIFICATIONS OF ASTM 1785 (SCHEDULE 40, 80, 120) OR ASTM V41 SDR21 AND MUST BEAR THE NSF LOGO ON EACH ANSTALLED LENGTH, S. UNDERGROUND MARKING TAPE FOR ALL SANITARY FORCEMANS SHALL BE INSTALLED 4 TO 8 INCHES BELOW THE FINISHED GRADE SURFACE DIRECTLY OVER THE PIPELINE MARKER TAPE SHALL BE MADE OF AN INERT POLYETHYLENE MATERIAL HAVING A MINIMUM THICKNESS OF 4 MILS AND BE COLOR CODED 'SAFETY GREEN'. 6. CONTRACTOR SHALL CONDUCT AND PROVIDE RESULTS IMMEDIATELY TO THE ENGINEER OF RECORD FOR PRESSURE AND LEAKAGE TESTS ON THE FORCE MAIN TRUNK LINE ONCE THE PRESSURE SEWER HAS BEEN INSTALLED AND PARRY BACKFILLED. FINAL BACKFILL AND COMPACTION SHALL NOT COMMENCE UNTIL APPROVAL OF THE PRESSURE AND LEAKAGE TESTS HAS BEEN PROVIDED BY THE ENGINEER OF RECORD. 7. FOLLOWING SATISFACTORY WATER DISTRIBUTION SYSTEM, AND RECEIVE E TEST RESULTS, THE CONTRACTOR SHALL RECEIVE APPROVALTHEREOF FROMAPPROPRIATE AGENCIES SECTIONS PRIOR THE PLACING THE SYSTEM INTO SERVICE 8. FIRE HYDRANTS SHALL BE PLACED A MINIMUM OF 3 FT. AND A MAXIMUM OF 5 FT. FROM THE CURB OR PAVED ROAD SURFACE UNLESS OTHERWISE APPROVED. NO FENCE, TREE, POST, SHRUB, OR OTHER OBJECT WHICH COULD BLOCK THE HYDRANT FROM NORMAL VIEW OR OBSTRUCT THE HYDRANTS USE SHALL BE LOCATED WITHIN FOUR (4) FEET OF THE HYDRANT. THE FOUR -AND -ONE-HALF INCH (4-1/2) LARGE VOLUME CONNECTION SHALL FACE THE NEAREST ROADWAY. THE CENTII2 OF THE STEAMER PORT SHALL BE 18 INCHES MINIMUM AND 24 INCHES MAXIMUM ABOVE FINISHED GRADE 9. ALL. FIRE HYDRANT LEADS SHALL HAVE AN INSIDE DIAMETER OF AT LEAST SIX INCHES AND INCLUDE AUXILIARY VALVES. 10. WHEN NECESSARY, DEWATERING SHALL BE PROVIDED TO KEEP THE GROUNDWATER ELEVATION A MINIMUM OF 6 INCHES BELOW MAIN BEING LAID. 11. ALL UTILITIES SHALL BE LAID ON A FIRM FOUNDATIGN WITH ALL UNSUITABLE MATERIAL (MUCK, ROCK, COQUIN& ETC.) REMOVED AND REPLACED WITH CLEAN GRANULAR MATERIAL 12. ACCEPTABLETRENCHES SRALL BE ECITY WITH A MINIMUM COMPACTION 98% N PAVED AREAS AND 95% IN UNPAVED AREAS ICCORDAN WITH AASHTO TM1180MODIFIED PROCTOR TEST. 13. IT SHALL AT POINTS 12 BE ABTHE OVE TIES PIPE AND AT 12 RESPONSIBILITY2T INCHES ENSURE ICAL�INTRVALS To FENCH FIINISH GRADE, ON TESTS EATRA MINIMUM SPACINGSPACING OF EVERY 300 FEET. 14. ALL WATER SERVICE ENDINGS SHALL BE MARKED WITH A 2' X 4' LUMBER (PRESSURE TREATED) EXTENDING 4 FEET ABOVE GRADE, WITH WATER SERVICES SECURED 12' MAXIMUM ABOVE THE GROUND. 15. ALL WATER VALVES, INCLUDING CONCRETE COLLAR (WITH DEBRIS CAP), SHALL BE ADJUSTED TO FINISHED - GRADE AND THE VALVE BOX UD, PAINTED BLUE TO MAKE THEM PLAINLY VISIBLE 16. UPON FINAL ACCEPTANCE OF NEW WATER SYSTEMS, WATER VALVES SHALL BE COMPLETELY OPENED BY PUBLIC UTILITIES PERSONNEL AT NO TIME SHALL CONTRACTOR OPERATE ANY EXISTING VALVES WITHOUT A CITY INSPECTOR PRESENT. 17. ALL WATER MAINS SHALL BE NSF -APPROVED FOR POTABLE WATER USE 18. PIPE USED IN WATER DISTRIBUTION SYSTEMS SHALL BE EITHER POLYVINYL CHLORIDE (PVC), OR DUCTILE IRON PIPE (DIP). (a) ALL 'r,_'EEE OF NOMINAL DIAMETER FOUR (4) INCHES THROUGH TWELVE (12) INCHES SHALL BE MANUFACTURED IN ACCORDANCE WITH AWWA STANDARD C900, LATEST EDITION. THE PVC PIPE SHALL HAVE A MINIMUM WORKING PRESSURE RATING OF 150PSI AND SHALL HAVE A DIMENSION RATIO (DR) OF 18. A21.5 L DUCTILE IRON HAVE MINIMUM BE 35MANUFACTURED NUFACT REDRE INCLASS RATING ACCORDANCE WITH ANSI/AWWA 19. PIPE USED IN GRAVITY SEWER CONSTRUCTION SHALL BE POLYVINYL CHLORIDE (PVC) OR DUCTILE IRON PIPE (DIP). WHERE R6777RENCE IS MADE TO AN ASTM, ANSI, OR AASHTO DESIGNATION, IT SHALL BE THE LATEST REVISION. (a) PVC.GRAVITY SEWER PIPE (4 INCH - 15 INCH), ASTM D3034, STIR 35 - UNIFORM MINIMUM 'PIPE STIFFNESS' AT FIVE (5) PERCENT DEFLECTION SHALL BE 46PSI. THE JOINTS SHALL BE INTEGRAL BELL ELASTOMERIC GASKET JOINTS MANUFACTURED IN ACCORDANCE WITH ASTM D3212 AND ASTM F477. APPLICABLE UNI-BELL PLASTIC PIPE ASSOCIATION STANDARD IS UNI-B-4. ALL PVC PIPE SHALL BEAR THE NSF-DW SEAL AND BE GREEN IN OVERALL COLOR. THE MINIMUM STANDARD LENGTH OF PIPE SHALL. BE THIRTEEN (13) FEET. (b) DUCTILE IRON PIPE SFWl CONFORM TO ANSI/AWWA A21.51/C151, CUSS THICKNESS DESIGNED PER ANSI/AWWA A21.50/C150, WITH MECHANICAL OR PUSH ON JOINTS. AN INTERIOR PROTECTIVE LINING OF COAL TAR EPDXY SHALL BE PROVIDED WITH A MINIMUM DRY THICKNESS OF 30 MILS. DUCTILE IRON GRAVITY SEWERS, WHERE REQUIRED BY THE CITY BASED ON GEOTECHNICAL INVESTIGATIONS, SHALL BE WRAPPED WITH POLYETHYLENE FILM, AWWA C105. SEE APPENDIX C. THE MINIMUM STANDARD LENGTH OF PIPE SHALL BE EIGHTEEN (18) FEEr. 20. ALL UTILITIES SHALL BE IN COMPLIANCE WITH THE CITY OF OCOEE WATER AND SEWER SPECIFICATIONS. WATER SYSTEM TESTING REQUIREMENTSL 1. THE. CONTRACTOR SHALL PERFORM HYDROSTATIC TESTING OF ALL WATER DISTRIBUTION SYSTEMS, AS SET FORTH IN THE FOLLOWING AND SHALL CONDUCT SAID TESTS N THE PRESENCE OF REPRESENTATIVES FROM THE CITY AND/OR OTHER AUTHORIZED AGENCIES. THE CONTRACTOR SHALL PROVIDE 48 HOURS ADVANCED NOTICE PRIOR TO TESTING OF THE WATER DISTRIBUTION SYSTEM. 2. ALL TESTING REQUIRED BY THE CITY SHALL BE PAID FOR BY THE DEVELOPER / CONTRACTOR. 3. ALL PROPOSED WATER MAINS SHALL BE TESTED AND CLEARED FOR SERVICE IN ACCORDANCE WITH THE LATEST AWWA STANDARDS AND THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION REQUIREMENTS. 4. PRIOR TO HYDROSTATIC TESTING A PRELIMINARY FLUSHING SHALL BE REQUIRED THROUGH FULL DIAMETER FLUSHING OR SWABBING. PRELIMINARY FLUSHING/SWABBING SHALL BE PERFORMED PER AWWA C651 STANDARD - 'DISINFECTING WATER MAINS'. ALL PIPING SRALL BE THOROUGHLY CLEANED AND FLUSHED PRIOR TO TESTING TO CLEAR THE LINES OF ALL FOREIGN MATTER. WHILE THE PIPING IS BEING FILLED WITH WATER, CARE SHALL BE EXERCISED TO PERMIT THE ESCAPE OF AIR FROM EXTREMITIES ALONG THE TEST SECTION. 5. HYDROSTATIC TESTING SHALL CONSIST OF PRESSURE TEST AND LEAKAGE TEST. PIPING AND APPURTENANCES TO BE TESTED SHALL BE WITHIN SECTIONS BETWEEN VALVES, NOT EXCEEDING 2,000 FEET, UNLESS ALTERNATE METHODS HAVE RECEIVED PRIOR APPROVAL FROM THE CRY. TESTING SHALL NOT PROCEED UNTIL CONCRETE THRUST BLOCKS ARE IN PLACE AND CURED, OR OTHER RESTRAINING DEVICES INSTALLED. B. HYDROSTATIC TESTING SHALL BE PERFORMED AT 150 POUNDS PER SQUARE INCH PRESSURE, UNLESS OTHERWISE APPROVED BY THE CITY, FOR A PERIOD OF NOT LESS THAN TWO (2) HOURS, 7. THE ALLOWABLE RATE OF LEAKAGE SHALL BE LESS THAN THE NUMBER OF GALLONS PER HOUR DETERMINED BY THE FOLLOWING FORMULA: WHERE: L m ALLOWABLE LEAKAGE, IN GALLONS PER HOUR L = SD+✓P S = LENGTH OF PIPE TESTED, IN FEET 14TO-W D NOMINAL DIAMETER OF PIPE. IN INCHES P = AVERAGE TEST PRESSURE DURING THE LEAKAGE TEST, IN POUNDS PER SQUARE INCH (GAUGE) 8. SHOULD THE TEST FAIL. NECESSARY REPAIRS SHALL BE ACCOMPLISHED BY THE CONTRACTOR AND THE TEST REPEATED UNTIL WITHIN PASSING LIMITS. THE CONTRACTOR SHALL FURNISH ALL THE NECESSARY LABOR, PUMPS, GAUGES AND ALL OTHER ITEMS NECESSARY TO CONDUCT THE REQUIRED WATER DISTRIBUTION SYSTEM TESTING AND PERFORM NECESSARY REPAIRS. SEINER SYSTEM TESTING REOUIREMENTS- 1. THE CONTRACTOR SHALL PERFORM TESTING OF ALL SANITARY SEWAGE GRAVITY COLLECTION SYSTEMS, AS SET FORTH IN THE FOLLOWING AND SHALL CONDUCT SAID TESTS IN THE PRESENCE OF REPRESENTATIVES FROM THE CITY AND/OR OTHER AUTHORIZED AGENCIES. THE CONTRACTOR SHALL PROVIDE 48 HOURS ADVANCED NOTICE PRIOR TO TESTING OF THE WASTEWATER DISTRIBUTION SYSTEM. 2. ALL. TESTING REQUIRED BY THE CITY SHALL BE PAID FOR BY THE DEVELOPER / CONTRACTOR. 3. GRAVITY MAINS SHALL BE INSPECTED WITH CCTV FOR ALIGNMENT. GRADE VARIATIONS, SEPARATED PIPES, LEAKS, DEFLECTION, CRACKED, BROKEN OR OTHERWISE DEFECTIVE PIPE TO ENSURE OVERALL PIPE INTEGRITY. THE APPROVED CON INSPECTION CONTRACTOR SHALL SUBMIT THE REPORT TO THE UnUTIES DEPARTMENT AS REQUIRED. FDEP UTILITY CONSTRUCTION NOTES: 1, NOTE TO THE UTILITY: PURSUANT TO 62-555.345; DO NOT PROVIDE WATER SERVICE TO THIS PROJECT (OTHER THAN FLUSHING/'tNFING) UNTIL THE DEPARTMENT OF ENVIRONMENTAL PROTECTION HAS ISSUED A LETTER OF CLEARANCE Oltf� THE' UTILITY SHALL BE SUBJECT TO ENFORCEMENT ACTION. 2. THE PERMITTEE WILL PROMPTLY NOTIFY THE DEPARTMENT UPON SALE OR LEGAL TRANSFER OF THE PERMITTED FACILITY 3. ALL WATER MAINS AND APPURTENANCES SHALL BE DISINFECTED AND BACTERIOLOGICALLY EVALUATED IN ACCORDANCE WITH RULE 62-555.340, F.A.C. 4. ALL WATER MAIN PIPE, INCLUDING FITTINGS SHALL BE COLOR CODED OR MARKED USING BLUE AS A PREDOMINANT COLOR TO DIFFERENTIATE DRINKING WATER FROM RECLAIMED OR OTHER WATER. UNDERGROUND PLASTIC PIPE SHALL BE SOUD-WALL BLUE PIPE, SHALL HAVE A CO -EXTRUDED BLUE EXTERNAL SKIN, R SHALL BE WHITE OR BLACK PIPE WITH BLUE STRIPES INCORPORATED INTO, OR APPLIED TO, THE PIPE WALL; AND UNDERGROUND METAL OR CONCRETE PIPE SHALL HAVE BLUE STRIPES APPLIED TO THE PIPE WALL PIPE STRIPED DURING MANUFACTURING OF THE PIPE SHALL HAVE CONTINUOUS STRIPES THAT RUN PARALLEL TO THE AXIS OF THE PIPE, THAT ARE LOCATED AT NO GREATER THAN 90-DEGREE INTERVALS AROUND' THE PIPE, AND THAT WILL REMAIN INTACT DURING AND AFTER INSTALLATION OF THE PIPE IF TAPE OR PAINT IS USED TO STRIPE PIPE DURING NSTALIATKTN OF -THE PIPE, THE TAPE OR PAINT SHALL BE APPUED IN A CONTINUOUS LINE THAT RUNS PARALLEL TO THE AXIS OF THE PIPE AND THAT IS LOCATED ALONG THE TOP OF THE PIPE; FOR PIPES WITH AN INTERNAL DIAMETER OF 24 INCHES OR GREATER, TAPE OR PAINT SHALL BE APPLIED IN CONTINUOUS LINES ALONG EACH SIDE OF THE PIPE AS WELL AS ALONG THE TOP OF THE PIPE. FDEP UTILITY SEPARATION REQUIREMENT S (62-555.314, FAC. LOCATION OF PUBLIC WATER SYSTEM MAINS) FOR THE PURPOSE OF THIS SECTION, THE PHRASE 'WATER MAINS' SHALL MEAN MAINS, INCLUDING TREATMENT PLANT PROCESS PIPING, CONVEYING EITHER RAW, PARTIALLY TREATED, OR FINISHED DRINKING WATER; FIRE HYDRANT LEADS; AND SERVICE LINES THAT ARE UNDER THE CONTROL OF A PUBLIC WATER SYSTEM AND THAT HAVE AN INSIDE DIAMETER OF THREE INCHES OR GREATER. (1) HORIZONTAL SEPARATION BETWEEN UNDERGROUND WATER MAINS AND SANITARY OR STORM SEWERS, WASTEWATER OR STORMWATER FORCE MAINS, RECLAIMED WATER PIPELINES, AND ON -SITE SEWAGE TREATMENT AND DISPOSAL SYSTEMS. (a) 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 AWN, OR PIPELINE CONVEYING RECLAIMED WATER REGULATED UNDER PART III OF CHAFFER 62-610, FAC. (b) 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. (c) NEW OR RELOCATED, UNDERGROUND WATER AWNS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE F AT LEAST SIX FEET, AND PREFERABLY TEN FEET, BETWEEN THE OUTSIDE OF THE WATER WIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED GRAVITY- R PRESSURE -TYPE SANITARY SEWER, WASTEWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62-610, FAC. THE MINIMUM HORIZONTAL SEPARATION DISTANCE BETWEEN WATER AWNS 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 F THE SEWER. (d) FEAT LEAST TEN FOR EET BBERGROUND ETWEEN THE OUTSIDES TER MAINS THE WlATER MAIN AND ALL PARTSBE LAID TO PROVIDE A HOF�ANY EXISTING ONTAL OR PROPOSED 'ON -SITE SEWAGE TREATMENT AND DISPOSAL SYSTEM' AS DEFINED IN SECTION 381.0065(2), F.S., AND RULE 64E-8.002, FAC. (2) VETRTICAL SEPARATION BETWEEN UNDERGROUND WATER MAINS AND SANITARY OR STORM SEWERS, WASTEWATER OR STORMWATER FORCE MAINS, AND RECLAIMED WATER PIPELINES. (a) NEW OR RELOCATED, UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR PROPOSED GRAVITY- OR VACUUM -TYPE SANITARY SEWER R STORM SEWER SHALL. BE LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST SIX INCHES, AND PREFERABLY 12 INCHES, ABOVE OR AT LEAST 12 INCHES BELOW THE OUTSIDE OF THE OTHER PIPELINE HOWEVER, IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE (b) NEW PRESSURE -TYPE AND WATER MAINS CROSSING ANY ASTEWATE2 IXISTING OR NG OR STRMWATER FORCE MAIN, PIPELINE CONVEYING TYPEESANITARY SEWERWG 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. (c) AT THE UTILITY CROSSINGS DESCRIBED IN PARAGRAPHS (A) AND (B) ABDVE, ONE FULL LENGTH OF WATER MAIN PIPE SHALL BE CENTERED ABOVE OR BELOW THE OTHER PIPELINE SO THE WATER MAIN JOINTS WILL BE AS FAR AS POSSIBLE FROM THE OTHER PIPELINE ALTERNATIVELY, AT SUCH CROSSINGS, THE PIPES SHALL. BE ARRANGED SO THAT ALL WATER MAIN JOINTS ARE AT LEAST THREE FELT FROM ALL JOINTS IN VACUUM --TYPE SANITARY SEWERS, STORM SEWERS, STORMWATER FORCE MAINS, OR PPELINE4 CONVEYING RECLAIMED WATER REGULATED UNDER PART III F CHAPTER 62-610. FAC., AND AT LEAST SIX FEET FROM ALL JOINTS IN GRAVITY- R PRESSURE -TYPE SANITARY SEWERS, WASTEWATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62-610, FAC. (3) SEPARATION BETWEEN WATER MAINS AND SANITARY OR STORM SEWER MANHOLES. (a) ANAONH TE MAIN SHALL PASS THROUGH, OR COME INTO CONTACT WITH, ANY PART OF A SANITARY SEWER (b) THROUGH, ORGUST 28, 2003, WATER MAINS COMEINTO CONTACT WITH, ANY PARTF OF A STORM ALL NOT BESEWER MANHOLEONSTRUCTED OR R ALTERED TO INLET STRUCTURE. (4) SEPARATION BETWEEN FIRE HYDRANT DRAINS AND SANITARY OR STORM SEWERS, WASTEWATER R STORMWATER FORCE MAINS, RECLAIMED WATER PIPELINES, AND ON -SITE SEWAGE TREATMENT AND DISPOSAL SYSTEMS, NEW OR RELOCATED FIRE HYDRANTS WITH UNDERGROUND DRAINS SHALL BE LOCATED SO THAT THE DRAINS ARE AT LEAST THREE FEET FROM ANY EXISTING OR PROPOSED STORM SEWER, STORMWATER FORCE AWN, OR PIPELINE CONVEYING RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER 62-610, FAC.; AT LEAST THREE FEET, AND PREFERABLY TEN FEET, FROM ANY EXISTING OR PROPOSED VACUUM -TYPE SANITARY SEWER; AT LEAST SIX FEET, AND PREFERABLY TEN FEET, FROM ANY EXISTING OR PROPOSED GRAVITY- OR PRESSURE -TYPE SANITARY SEWER, WASTEWATER FORCE MAIN, R PIPELINE CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III F CHAPTER 62-610, FAC.; AND AT LEAST TEN FEET FROM ANY EXISTING OR PROPOSED 'ON -SITE SEWAGE TREATMENT AND DISPOSAL SYSTEM* AS DEFINED IN SECTION 381.0065(2), F.S., AND RULE W-6.D02, FAC, LOCATION OF PUBLIC 1VATER SYSYEN AMENS IN ACCORDANCE KITH F.A.C. RULE 62-555314 OIbeFP;pe Herixoabd Separation c-bp(1) Joint Spadvg@Crossings. Full Jnlnt Centered Storm Srner, 5rormwaty Fora 111a14 Rclafined weer R) n'mabua iR�vm O • Lvin u,irae+maa, b'm�baf-,�vJoa�uM lzirclvisr,�md 0-0 Rs�na,n 1VivM� - Vaceam 5anllvFSe.nr R'nerttia 19 RpmfaM 3&m t J \csailm T Izishzpc fiiu3zm�® Aie,bte3R ' ew m tVmablila Crnit}ar Prrnua Savilag5c,rtr, 5anirorc Se.cer Fora blala R.d.tmed�Yaer(.O g� 10 Rpnim,ed 6R r31 MaaTiau 13iaixsix,6•mdi,®,, mvp fmgmivp xa,rbm biodun,k ®,i,.v, i+i c;a,m;:�,s ml Alums+e 6 R minimum IXsta Nvn OeSle Scaa%eTromeats D'v aul5,etcm TORmmb,vcn - - (2)Rccbimcdavtvrtt+,MrdwA Pmlll af�er6?-610.E�iC (3) 3 R fa merrily m,ic�y ana nimc dx bsmm of do sAc m� v Nd ere Im b iarie aMa der rap af,fic Hm'•Y saartuy sneer. (4)Rctioedavcoetrtg,ieml ter Partai ofClupry �+SIa.FAfi U J J � r � t` � � N DO W Z 0 O � or 0) (7 Y Z w o:: r W � � v Z N FLU aa_N ll Q Z Q J z O Tn N Lj m O � Z Q � Z F- L� W J Q 0 Mn W CD (Y Q J BOARD OF PROFESSIONAL ENGINEERING CERTIFICATE NO. 28973 it N 4• a W E 9 S GRAPHIC SCALE ( IN mr ) 1 loci, = 80 It. S 86°5037" 30.49' - LEGEND r1�aa r� PROPERTY BOUNDARY -�--�- POTABLE WATER MAIN -�-�- FORCE MAIN ->,-N- RECLAIM WATER MAIN �- $Q-- SANITARY SEWER MAIN FIRE HYDRANT f---------------- I.----------------r -s-a- --s-aac_ss-ae-s a-s-lc�a-a--- s---a-o-aGa-aa-o-s-c-sa-� s-r.- -- -s-s -- -s- - - - - -- -- - - s��aa-ac----m---s ---------------------------------."- 1BUFFER/FUTURE TRACT )E' %- Y _ _ __ ROW L_-_ - - 0.75 .AC 1- __ -_ - '1 8 1 "if"o a)4r 1 T r , R; 7 ALSO LESS AND�XCEPT r 1141 I 1 and P444� t P. TRACT 'C' POND STORM.btS 1� R r13 5.68 AC A �L a " 1 ig, 6 �T f WI ---------------------- JI TRACT 'B' LEASABLE PARCEL 5.72 AC � o r--� O O a I I III 0 TRACT'F DEDICATE UTILITY NOTES: ' �I 0.60 AC w w 1. ALL WATER MAINS LEADING TO A PROPOSED FIRE HYDRANT SHALL BE A MINIMUM OF 8". I' v 2. FIRE FLOW REQUIREMENT FOR BUILDING SHALL BE IN ACCORDANCE WITH NFPA I, SECTION 18.4. 3. DOCUMENTATION FOR FIRE FLOW TESTING SHALL INCLUDE A FIRE FLOW REPORT AND A HYDRAULIC GRAPH. n III i� I S 89°I 4. FIRE FLOW TEST RESULTS FROM THE NEAREST EXISTING HYDRANT THAT HAS BEEN WITNESSED BE A ' I 21 UTILITIES INSPECTOR ARE PROVIDED IN THE HYDRAULIC CALCULATIONS REPORT PROVIDED WITH THIS I li $ LPLAN SET SUBMITTAL. 1 � 1 5. ALL GRAVITY MAINS SHALL BE ASTM D-3034 SDR-35 PVC. IF PIPE DEPTH IS GREATER THAN 12', PIPE -- SHALL BE SDR-26 PVC. 1 _-----e1 6. ALL POTABLE WATER MAINS SHALL BE ASSI/AWWA A-21.51/C-151 DIP WITH A MINIMUM PRESSURE CLASS 350. 7. ALL FORCE MAINS SHALL BE AWWA C-900 DR-18 PVC WITH A MINIMUM PRESSURE RATING OF 150 PSI. 8. ALL RECLAIM WATER MAINS SHALL BE AWWA C-900 SDR-18 PVC. 9. CONTRACTOR TO VERIFY LOCATION OF EXISTING FORCE MAIN AND WATER MAIN. L Slw BOr 'a sr TOP - N TED ROW 48 HOURS BEFORE DKiGM ®CALL TrIl FTC ry 811 or 1-BOD-432-4770 SUN*M STATE ONE CALL CENTIER CROSSING %3 J �- CROSSING %2 ` REFER TO 04.2 FOR ENLARGED DETAIL l (� CROSSING %1 SAN @OT - 119.08' SAN SOT - 118.74' I SFN BOT - 118,4 ST TOP - 118.31' ST TOP - 117.24' Sr TOP - 11.08' Eas Engineering rnnsultants, LLC DBA APPIAN ENGINEERING, LLC . 2221 Lee Road Suite 17, WlnierPark, FL 32789 (407) 96G-5868 SUN001-S unbelt Rentals - Ocoee NFPA 1- FIRE CODE Bolding Film Flow No. of One-orTwo- FamRy Mnimum Required FineFlow (GPM) Sprinkled Fine Flow Reduction NFF Flow Duration Area(Sq-Fl) Floors Dwelling? (Table 18.4.5,12) (NFPA 18.4.5.2.1) (GPM) (hours) BUILDING 12,161 1 Na 3.000 Yes 75% 1.000 3 BUILDING B 14.408 1 No V50 Yes 75% 1,000 3 Mote. 1.-iN Ai-1&k4l reFia--ofe E1-ngmnsh aof T110,o(all)eM 11Pa 1(1t90-xaty D»kWt rasav16,1 How4 1sWab'dSng 2 Per A 1 - le4S21 AvbndSngso Nanma xW hso4u iydm53gstM requtcuc Rowshal l mdxed M 75f+aReniwhmtIe lu2d',gtspr Mad pvov�ha4hyaq alPmrGsdm� spmAk sy�em. T1re m-s16�9bs Row aha9nINba ksslhan f000 PNn s.mml - s"nSett aenwh - D� wa1� D;m;bnaon -ADD ral<w:eons Plopossd Pdabte Wate D-sc s ERC Aszzvned Total ADD r--T- &of ERG ERC'sl Factor ADD ADD h10D PHF PNF (SF Unas A,ra 15F) Faclof BId9. (9p4) (9pd) (9Pm) (0Pd) s (9Pn) (9Pd1 (aPn') BIRDINGA Rausl 1 12,181 125 1252 30D 376 016 751 0.52 1,5D2 1.04 BUILDINGB Smite 1 14,400 1.00 1 300 300 021 600 0.42 I= am LEASABLE NIA 1 We 1.00 1 300 Soo 021 600 0.42 1,NO GA3 PARCEL Subf,c l 0.58 I.w 271 SU1- Sunbelt Rentals - Ocoee Sewer Distribution -ADD Calculations Proposed Sms'er Demands Assumed ToW ERG ADD RaT Buddng ERG ERC'S1 Factor ADD ADD MDD MDD PHF PHF BId9 Type Units Area (SF) Factor Bldg. (9Pd) (9pd) (9pm) (9pd) (9pm) (9Pd) (%-) Booing-N Retae 1 12,161 1.25 1.252 270 338 0.23 676 0.47 1,352 0.94 BuOdng-W Service 1 14,408 1.00 1 270 270 0.19 640 0.3B 1,080 0.75 Leasable WA 1 WA 1.00 1 270 270 0.19 540 0.38 1,080 0.75 P-1 Subtotal 0.42 0.84 1.69 NOTE: ERU FACTOR DETERMINED USING THE TABLE FOR CAPACITY DEMAND BASED UPON THE FIXTURE UNITS IN ARTICLE 11 - SEC. 173-11 OF THE CITY OF OCOEE CODE OF ORDINANCES. J _J 0) U N Z H Q GO to Q CO Ld 1n z K C� Y Z W Q LLJ � O v Z N� Q N Z_ r a Z Q J a_ 0 U) Qc� . A E5 JO m L� J (n W LLl J 01� W Q 1- 0 z WO LL m W LLI z 0 > J O Q V) } C0 ~ U L1J CD Q J 511111T a: 38-Y 11IZ�, f� i !' % /. :% .! - jL P E3®°�r6'�20..��3•v.E�r°°�'30�°'c0 .'�.":.��:r�:�r�ir5'£e �: �j6 (2) eO BEND (1) 8• X e• TEE - 6 W RE BEND 1 LIFT STATION SAN NH (1) 2• METER WITH BACKFLOPEVEMOft ((2)) 2' BLOW Off 48" MANHOLE (1) e' DOUBLE DETECTOR CHECK VALVE ASSEMBLY RIM 123.13 STUB OUT (2) e• OTE VALVE RIM - 122-99 M N = 117.E NO SW t— ti INV W - 118.90 RIM � 120.63 8 INV H - 11SAO INV N = 119,90 � lu WATER SERIICE 8 FOR UFT STATION I u 0 1060.15, (1) 8- x S' TEE (2) 90• BEND (1) 2' METER WITH BAC*`LDW PREVEHM (1) 8• DOUBLE DETECTOR CHECK VALVE ASSEMBLY LEGEND PROPERTY BOUNDARY —+�—�— POTABLE WATER MAIN —r+—N— FORCE MN SANITARY SEWER MAIN FIRE HYDRANT NOTES 1. REFER TO ARCHITECTURAL PLANS FOR BUILDING UTILITY CONTINUATIONS. 2. CONTRACTOR TO VERIFY LOCATION OF MAGUIRE ROAD UTILITIES IN FIELD. 1,038 LF e• PVC RECLAIM DEDICATED ROW 0.005 AC s I � I V I 2 \ CONNECT TO D3SRNG 12• WATER MA \ TAPRNG VALVE AND SLEEVE CONTRAC VERIFY EYACT `\ LOCATION 0 \ kL , \ �� (i) 8' x 12 (1)' TEE SPOT 8' GATE VALVE V \ \\JC0.YlRAC(pR TO VERIE VERTICAL SEPARATIONS A \ SHOWN ON SHEET C4.0 THE FDEP REQUIREMENT (1).22.6 BEND 'CDR-14 FIRE N SY*""' E S GRAPHIC SCALE (INS) 1 i—h - 40 IL 4a HOURS BEFOFIE DMINIGI ®CALL TO1 PRE BU or1-SOD-432-4770 9UkilE STATE ONE CALL CERM ROD \- (i) 1 }' X 12' TEE j I (i) 1 }• PLUG VALVE e• 7EE \ `�� T.OW PRLVEMER END U J J � m t` Lj CV to H Q LA Fy V 00 W Ul LLJ Z O Off Z Ld Of O W JD-d K v Z N H Q N Z E a- Q Q In or- -1 O z w �w O J O w0 mw z0 V) E5 Q a 1226 I fl I Q Ir I 1212 23.1] d�j it 123.14 127 3 41 r 6I I 123.75 a li 12Z78 11226 22.30 I I �A a 23.14 1/ U17 I i 11 I 2Z7 a 122.75 .. 123.25 122.62 722.29 I 123.1Z 123.25 IA c 11 3 / Jf! I 232 i a 123.1I 122.75 122.6 - I °J I / i _ Exi50NG GI C 23.7 23.62 . fl_--_�_`__ 122-83 1229 >f I i 23.13 a i 12245 / 2205 122.9 BUILDING 'A' ACCESSIBLE BUILDING 'B' ACCESSIBLE. PARKING DETAIL PARKING DETAIL I" = To, ------ ` --- - SECTION H-H 1 " = 10' LEGEND _ _ PROPERTY BOUNDARY -Go- EXISTING CONTOUR -DO-- PROPOSED CONTOUR - DRAINAGE FLOW DIRECTION `(Du EXISTING GRADE GGo PROPOSED GRADE LIGHT DUN ASPHALT SURFACE HEAVY DUN ASPHALT SURFACE ASPHALT PAVEMENT CONCRETE SURFACE D CURB ASPHALT MILLINGS SURFACE i i` E3asrWo coNseAvnncN AREA OUTFAMMAGUIRENG TO \\\ it .721.93 n c _ S •l:P� - -- ---- 121.95 • 123.50 •L :4`` - 723 n; • r a I b }a - 7 w 4.d 1 ai' I'I _1 =a +4 - - 1• .00 - - h ° 12260 •3, a J � . t _ •IZ1.56� �4"�' k� r 4-' rr. ^o Wt Yr4J! 'b. rl v 'Lrr a ♦l 1a 1' •'t +r, p•. a /ll1..66ee 'd , • 1. 1 1 J a + r {' I•� ,1 I7� . I 71 r{ r 1 1♦ 4 i a 121.1 1 al r el' I'. "i: ` 121.94a i '`� lzaei ri S$ 24.35' N 0 fd 1 125.1+ - �d`I 1 FINISHED FLOORI d' .. .I I 8 I' .1"p 'I• 2 1 ELEVATI i. _ J ♦ re :L p y �1 N - } a 'I` II - �' a df. 1 .I .. i• II.. •tr` 'Z 4� p •'6 ':�; 123.80' l I a I' - 1 l - l{r: 9 • 1 �• 12Z4 F 2 1. 1°.l ,l'I .I 1 .1 l,d 6.1, I P - ," � _ .1 a•� �a - 1'`• _ FINISHED FLOOR IF I L...i RffER Tf1AGC6sIBLE`- 'i. c DEr THIS EET EVA ION : . t ill � ,1 : YI I 1 r9 �... 1.1 ' J 3 4 � I . I} ti. . _ 123.4 - _ 'lz A 1 ' ` M1 a .Y I � f • 4 p I - i 4 1 1• rf.. A: F' ry + f . f/ { /J f f P _ 722J9 • J, _ • 721.60 - f 22.73 - - - l .ev 122 ! 2Z98 22 09\ - 25 J' V. '.4 2� t• - r 1 ` _ ;. _,_ r: _ r .:ri ! :.-r !� t/ ii `, ,!. �I9fY{ :.. _ r,>rf, l'. /%r¢/.-F,ll.:%i>�ff �r✓.... �� _ s. 1 1 � I PROPOSED 04TCH - EXISTING RETENTION POND N 44 4 W. E .5' GRAPHIC SCALE 1 o m . 11 (IH FEET) f fnah = 40 fL r I � J DO OFFS" t> � ED N i Z a0 N O ' W In o W O O Z O Ll Ifl 9 w rn Q II llll i z Q � v N W N Z II 'T, 3.1 Q(L 1i I 1 I 1 I Z I I I Q II Q 11 CD I I I }r 1 Ii 1 1 s ss 11 I I I1111 1 11 IIIIII Z JIll I I I I Z 0 Q rl - Il l � 11 I� III - 1 Q 1 ill I 1f2 �5; l rl 1 1 II I 1 I lCD- Ill Q Ii J II Q I i11 m 11LL I- )} I I EG W I IlI II II 11 z I II II 20. '\ ll W W I,1 II II Il Il O Il 121.]9 Z ll� W O Q Q •�i 11 III ` () w O 119.90 W m I`l 11 l 1 I W I ! ' U Z 1 W ! Q Q J � O \, [n ' I'1 Q fI i a_ 1 't1 I 121.7 0 N 2 0 03 cn - U N 11 Q 9.96 W N i. - \ \ , a - A,\ J `M1 Z 0 Z \II \�o !f`122.vc N 0 O 6 N \II A `I U \ V U M N 120.1 N J I,II�i.I' f III i E.G O / f' Qp 20.1 4 _ p � 121.77\ H O Y zD.D7 1 �{ w o O o N I Z1.87 20.18 �' �° 121.96 to tL U BOARD OF PROFESSIONAL ENGINEERING CERTIFICATE NO, 28973 -------------------f��' 119--___________ -120____ _ ____ _____ f/j•� 48 HOURS BEFORr iDICCM ® CALL Stl or 1-800-432-4770 &U@!E STATE CIE CALL. CeM 5/i1/17 12 rn o 0 PROPOSED OR FUTURE CURD AND GUTTER CONSTRUCTION / 1-10°Z A �QJ JON EX P. -F�- JOWT A VALLEY CURB & MAINTAIN FLOW LINE GRADE GUTTER GUTTER PLAN 3/4"R ,�" z 6_I/¢• � All. WNCR17 SHALL BE J,500 r� 5-0' I DAYS""' AT 28 SECTION B-B /¢6_i/4•3/4'R Nae io _•� '(.� '!I /4RI'-10" 6-1e}n SECTION A -A SECTION C-C 1 VALLEY GUTTER N.T.S. (REFER TO F.D.O.T. INDEX 300) EDGE OF DETECTABLE WARNING TT SHALL BE IN -TINE OF TRAVEL O O 1 O TRUNCATED DONE O O O (SEE DETAIL) O O O O O O O PLAN VIEW 0.9° INTEGRAL DOME TRUNCATED DOME 1, CURB FLW RUNNING 3GPE5 SLNL NOT BE STEEPER THAN 1:12 AND CROSS SLOPE SHALL HE 0.02 OR FLATTER. — 2 DETEGTA&E WARNNG SURFAIF.3 SHALL ESE GO'NSTRUCIFD BY IEXKQeNG OR APPLTNG A TITUNCATED DBE MATERVL EN CUtFORMANCE PATH THE LLS DEPARTMENT OF JJBIICc AD.A STANDARDS FOR ACCESSIBLE DE9(24, 0.0.A ACCES96IRY GUIDELINES, 5ECTION 4.29.2. TRANSITION SLOPES ARE NOT TO RAVE DETECTABLE WARNINGS 1 NO E A CTMB RAMP IS CONSIENCIEO 91M AN MUNG CURB, CURB AM `UTTER AND/GR SIDEWALK. THE ENSTINC PARE OR aM AND GUITR SHALL BE REMOVED TO THE NEAREST .TINT BEYOND THE CURB TRANSITIONS OR TO THE EXRDNT THAT NO R E MRAM S=CBON OF CURB OR 090 AND GUTTER 5' R IS LEM THANLONG. THE EKISHNG SIDEWALK STALL BE REMOVED TO THE NEAREST JIM BEYOND THE IMSITION SLOPE WALK ARM OR TO THE EXTENT THAT NO RETMMO SECDON OF SOEWALR IS LEM THAN 5. 4. ALL DETECTABLE WARIONG SURFACES STALL OE EWIX RED. 5. RECCARMENDED MANUFAC7 IDOL ENECEEPUD P ASTCS, INC. (ARMOR TIRE) OLASC TOPERS, DOD PEARL STREET, SUITE 20% BUFFALO, NY 14202 PHONE: (BON) 682-2525 6 DETECTABLE WARNING N.T.S. 70 a'7FT� 127 PAVEMENT n°-�a opa4 f ..�AI _I SE 12" 2° STABILIZED SIEGRAD£ '. COMPACTED SUBGRADE ' 2 RIBBON CURB 350D PS (MIN.) N.T.S. NEW 4° CONC WALK W/ 6X6 WIAXWIA WAF 1 TOOLED EDGES NOTE: EXPANSION JOINTS SHALL BE LOCATED AT ALL CONCRETE WALK INTERSECTIONS, AT ALL DOOR OPENINGS AND AT 12' O.C. MAXIMUM. EXPANSION JOINT (1/4' PREMDLDED ASPHALT STRIP) SHALL BE SET 1/8' BELOW TOP OF WALK. SCORE NARK (1' DEPTH) SHALL BE 4' (MAX) O.C. PLAN SYMBOL NOTE WHEN USED ON HIGH SDE OF ROADWAYS, THE CROSS SLOPE OF THE GUTTER SHALL MATCH THE CRO55 SLOPE OF THE ADJACENT PAVEMENT AND THE THICKNESS OF THE LP SHALL BE 6', UNLESS OTHERWISE SHOWN ON PLANS 3 ODIFIED TYPE 'F' CURB N.T.S. - BOLLARD MOUNTED HANDICAP SIGN SEE DETAIL 9 FUR SIG NAGE REQUIREMENTS 6' WANE CHEVRONS ALLY SPACED PER AIRE / WHITE HANDICAP SYMBOL (S OR V HIGH) SINGLE MATE SEE FLAN 4° STRIPE Ti ACCESSIBLE STANDARD PARKING NOTE: FINISHED GRADES OF PAVEMENT IN HC PARKING AND ACCESSIBILITY AISE SHALL NOT EXCEED 1:50 SLOPE IN ANY DIRECTION. SEE PLAN FOR STYLE OF HANDICAP RAMP HNUCAIP STuPYG SHALL CONFORM TO FOOT IDEX 17346 SHEET 11 OF 14 (LATEST EDITION) 1. COST OF 2-P BARS (CONT.) SHALL BE INCLUDED 2. PROVIDE 2-16 SMOOTH BARS W/ EXPANSION CAPS AT EACH EXPANSION JOINT, 20'-0" O.C. MAX 3. CONTRACTION JOINTS - CONTRACTION JOINTS SHALL BE PLACED AT EQUAL SPACES (10' MAX) BETWEEN NORMAL EXPANSON JOINTS CONTRACTION JOINTS SHALL BE SAW CUT IN THE UPPER 1/3 OF CURB AND GUTTER WITHIN 24 HOURS OF PLACEMENT. 4. ENDS OF VER11CAL CURB SHALL TRANSITION FROM FULL TO ZERO HEIGHTS IN 3 FEET. PLAN SYMBOL 4 TYPE 'D' CURB N.T.S. NOTE: INSTALL 2' TOOLED RADIUS ON ALL EXPOSED PROTECTION RAMP EDGES SIMILAR AS SHOWN ON CURB DETAIL (BEYOND) CONCRETE FLUSH PATH PAVEMENT +:.- ;..., •;.:., +.'- PAVEMENT SUBGRADE COMPACTED AS SPECIFIED SECTION D,N A -A PAVEMENT 4' THICK CONCRETE SMIAIX SECTION 2'X 2' CONCRETE EDGE PROTECTION PSI) 2' X 2' CONCRETE EDGE PROTECTION NOTE I: NOTE 2: REFERENCE FOOT INDEX 304, CONSTRUCT RAMP TO LEAST PAGE 1, GENERAL A14D DESIGN POSSIBLE SLOPE (MAX = NOTES FOR RAMPS 1:12). CROSS SLOPE OF IN R.O.W. RAMP AND LANDING SHALL NOT EXCEED 1:50. OSIDEWALK HANDICAP RAMP 3000 PS (MIN.) CONCRETE N.T.S. NOTES: I. ALL LETTERS ARE i' SERIES "C" PER M.U.T.CD. Z TOP PORTION OF SIGN SHALL HAVE REFECTOBZED (ENGENDERING GRADE) BLUE 19 BACKGROUND MIN WHITE REFLECTIX6ZED LEGDID AND BORDER. M 3. BOTTOM PORTION OF SIGN SHALL HAVE A REFLECTORRID (ENGETEEiRING GRACE) WHITE BACKGROUND WIFE BACK OPAQUE LEGEND AND 3Q•-36• �fi' BORDER. 4. FINE NOTIFICATION SIGN SHALL HAVE A sTn Ls _ REAECFORIZEB (ENGNEFRING GRADE) WHITE RI—i, EGA SHEET METAL BOLTED 3"1 GALVANIZED STEEL PIPE BACKGROUND WITH BLACK OPAQUE LEGEND & BORDER. •� TO POST — PAINT BACKGROUND 5. ONE (I) SIGN REWIRED FOR EACH PARKING ® RED, LETTERS AND BORDER MITE SPACE 6 INSTALLATION HEIGHT OF SIGN SHALL BE IN 6°0 GALVANIZED STEEL PPE ACCORDANCE WIN SECTION 24-23 OF THE MANUAL FILLED e/ 2,500 P.S.I. CONCRETE, ON UNIFORM TRAFFIC CONEROL (N.U.T.CA.). PAINTED YELLOW rz z K 1/2° EXPANSION JOINT STEEL POST (IF ADJACENT TO CONCRETE) i' SLOPE -� CO, C. WALK OR PAVEMENT FINISHED GRADE a �y • . .. .. . r - CONCRETE BASE A 8" STEEL THRU POST O 8' D1A 7 CONCRETE WALK . N.T.S. HANDICAP PARKING 9 BOLLARD PROTECTED HANDICAP SIGN N.T.S. 2" FDOT SP-12.5 OR SP 9.5 ASPHALTIC _ 2" FOOT SP 12.5 ASPHALTIC CONCRETE SURFACE COURSE CONCRETE SURFACE COURSE -CROWN TOP OF CONCRETE 1' MONOLITHIC CURB & SIDEWALK N.T.S. 4' 0 MIN. GALVANIZED STEEL PIPE FILLED W/ ZS00 P.S.I. CONCRETE, PAINTED YELLOW 3' MIN. I NOTE D' CONCRETE B(UAROS TO BE MIN. SPACED NOT MORE THAN 4 FT. BETWEEN POSTS 04 CONCRETE BASE—' CENTER AID LOCATED NOT LESS THAN 3 FT. FROM THE PROTECTED OBJECT. 15° MIN. 2 CONCRETE BOLLARD N.T.S. 6" THICK CRUSHED CONCRETE OR UMEROCK 8" THICK CRUSHED CONCRETE OR LIMEROCK BASE COURSE PLACED IN MAXIMUM 6" LIFTS BASE COURSE PLACED IN MAXIMUM 6" LIFTS EACH COMPACTED TO 98% OF OF THE MODIFIED EACH COMPACTED TO 98% OF OF THE MODIFIED PROCTOR MAX. DRY DENSITY. LIMERCCK SHOULD PROCTOR MAX. DRY DENSITY. LIMERCCK SHOULD HAVE AN LBR OF 100 PERCENT. PERFORM HAVE AN LBR OF 100 PERCENT. PERFORM COMPLIANCE TESTING TO A DEPTH OF 1 FOOT AT COMPLIANCE TESTING TO A DEPTH OF 1 FOOT AT A MINIMUM OF ONE TEST PER 5000 SF OR A A MINIMUM OF ONE TEST PER 5000 SF OR A MINIMUM OF TWO TEST LOCATIONS, WHICHEVER IS MINIMUM OF TWO TEST LOCATIONS, WHICHEVER IS GREATER. GREATER. 12" THICK STABIUZED SUBGRADE. SUBGRADE 12' THICK STABILIZED SUBGRADE. SUBGRADE MATERIALS TO BE STABAILIZED TO A MINIMUM MATERIALS TO BE STABAILIZED TO A MINIMUM FLORIDA BEARING VALUE (FBV) OF 75 PSI OR FLORIDA BEARING VALUE (FBV) OF 75 PSI OR A UMEROCK BEARING VALUE (LBR) OF 409 A UMEROCK BEARING VALUE (LBR) OF 407 STABAUZED SUBGRADE TO BE COMPACTED TO STABAUZED SUBGRADE TO BE COMPACTED TO 98% MAX DRY DENSITY (ASTM D-1557) AND 98% MAX DRY DENSITY (ASTM D-1557) AND MEET REQUIREMENTS FOR FOOT TYPE 8 OR MEET REQUIREMENTS FOR FOOT TYPE B OR TYKE C 5TABALIZFD SUBGRADE. TYKE C STABAUZED SUBGRADE. HEAVY DUTY LIGHT DUTY 3 ASPHALT PAVEMENT SECTION N.T.S. 1/0 BIT, EXP. JaNT (TYP.) CONCRETE BASE 1 0 STOP SIGN N.T.S 6" X 6" MESH REINFORCEMENT 6" THICK PORTLAND CEMENT CONCRETE 12" THICK COMPACTED, WELL -DRAINING GRANULAR SUBGRADE. SUBGRADE TO BE COMPACTED TO 98% MAX DRY DENSITY (ASTM D-1557). 1 4 CONCRETE PAVEMENT SECTION N.T.S. U J J Gn r GO r` C7 N i0 Z FW Q GO W Lo W o O 1 Z_ QD- , o 0 CD () 1 _ Z W Q r W _j CL 0= v W Z N F- EL Z Q J a_ U Q (n 0 > J o (/) � m ¢ tJl_ Q z H- W LL o J W _I Q ~ U > Z Lj U U m Ll- Ld Q in >- W ~ U Ld 0 Of Q J BOARD OF PROFESSIONAL ENGINEERING CERTIFICATE NO. 28973 5111117 -II Conereto Cogar, F4nf zed See Wall UT107 Hydrant Operating Cord far details Nut Hose No Pu per �No11 valuating Nut far/ Fadn9 Street Vdw k Adyetave cast 18' In. Above en valve box 6' Clearance Finished Grade Ydw box shall Between Finished Adjustment rest m beddb: Grade and Bottom V.I. Conw rack, not an wive' of Nuts/volt (see UT 400) " w oior be cmtad ered thdl Sea Nola 1 \\ aPoratlig not. `Rwas " Soot Gate 6' Bedding R Wive and Bax '4vddok' or ea (See Detag) DETAIL L::::,CITY OF OCOEE NO. CONSTRUCTION DETAILS UT402 Flre Hydrant Assembly DATE: Feb. 2016 SCALE n/o 6' saga Bedding J (Rock) NOTES: 1. PVC extensions shall not be used an wive box . Z The actuating nut for valves shall be no deeper than ZV from ultimate fished grade. 3. Whore vWw nut is more than 36' below grade, wive assembly shall Include center spacing guide. Guide shall he approved by the City. DETAIL CITY OF OCOEE No. CONSTRUCTION DETAILS )T-400 Valve Box and Cover DATE: Mar. 2016 1 SCALE: n a d Double Meier Be' Flnlahe Cow. Be. and (traffic too) (Sea UT 400) Rntramt Pp and d Cap Crushed atone 6' (hick extending 2' 2' 01ue beyond box Polyethylene Pipe Tapped End C 2' Brass Cau Haas secUao NOTES: 1. All pipes and fittings shall be schedule 40 galvanized steel a brass WIth threaded (NPT) pints. 2. Ali pipe and fittings shall be in a .,dance with City Standards far the appli..bls service d. 3. P s Piperestraints shall be in accordance with City Standard Datoll UT104. DETAIL NO. CITY OF OCOEE CONSTRUCTION DETAILS UT403 Blowoff j�Assembly DATE: Feb. 2016 1--SCALE n/a D.I.P. Restraint Table Minimum Length (FT) to be Restrained on ESf Fittlin _ FltUn9s Pipe Size 4' 6' 1 8' 90' Bend 15 21 27 32 1 37 1 47 45' Bend 7 5 11 13 16 20 22 1/2' Bend 5 5 6 7 B 10 11 1/4' Bend 5 5 ' 5 5 5 6 Plug or Hranah of Tea 3D 47 64 81 98 133 NOTES• 1. The restraint 'alum fe kdimtei by the'Restmin! Table' minknum'do- Dmtgn a gins' anon tie reessppaa.M. for C=tng fldd eandlllons, and make adj,.tm. s 2..All ftttinnge shall have rsetralred Joints unless otharwtso Indicated. 3. No reatwInto required R cantinuoue pipe length h winter than wloe provided trt 'Restra6rt Table bow. 4. Wno two a more ftttinge vre aid M-IIn0. use grtateet taint length for coverage. 5. Fw In -line wives and tluough non of to- bid. Iknim of restrained pints from other fittings need not be yestralnsd unir� oth-loo Indieated. 6. Lengths shown In the table have been calculated in c orden.. with the procedures whined In 'Thrust Reetraht Design far Ductile Iron Pipe' as published by DIPRA, with the fallowing assumptions: WarWng Pressure ISO P9 sag Omigrwtlan: SM (Silty, Send, Sand -St M6c) Laying Condittens: 5 7. For pipe�enc.... ispdyethy/ene, u..W- Kh In pwantph�p increase the given by 1. 6 Ftedal net adhrin9 tanot uded In the Rest. qhm randltbna, daI-tsignbI' or a shall determine anal �edry pipe lengths rhkh shM be approved by the City, DETAIL CITY OF OCOEE NO. CONSTRUCTION DETAILS UT105 Ductile Iron Pipe Restraint Table DATE Jan 2015 1 SCALE n a VARIES VARIES sea Mannd. se+ Con an LOT LiE _ oaent. d a of N VANESCLEAN, Invert Ben Detag UT201 Precast SIN noao< w 6 45w I = u= a l e z6 3/4' Pre -Melded PI (Tyv)de wan s s Band �� I �a� 1 SEWER 1wj Joint seder with�Io`p Joinh9 Gomm with Rvgimt Z I�•fNIG elH nc Cement y11ryft��� `_ f ' I to J-meeerya 1 e 1 eg e f Prattaecthatwrappre-Primed A canal P(pe d Connectorr CC� G�1Vw7l�l ( aver Bitumlnoue Coat a0 +' REUOVABLE �yE WfiH e c wr s atia" t aw Invert to be a) F�.am sa am ° SEE NOTE 1 PLUG BE?Y) 8e BRANCH �ss2n (As) over Manavthlaf 6d da .a in I - - LOT COwf Base the ,CUUM of now wall Joint sectio. :yY:;Y:(K ,w; i�;�, d� P. P LYE 1 t sting pipe Invert seeibdfam er 32 1/2' WrE pion Connection for 35 1/Y Manhole Ring P(om Lees Than 24' Cover Sea Nate Mortw N Ring U.A(gg, Elm for Setting Co+a+y Ad st fold cover LCL] n 24' � grn tlrses o 2 to 4 Cone f brick �sr.��<r.�..��1ex��1s �p.� 27' Transition r tifffK Flash Ring Section Bltuminlous (Cod LISP 1295 Rkr9 Was heating Tor Conlin Bath 1, USF 227 fling Ins. and Outside 4' S' 'Z 61t oiii h to VARIES three 4u lgh je het of pip., in PVC Tea .: ., . •';'� .: g�pn6ygd�o�peed(�12 fj' M 'Itikk"i"ximn6tng8 Min. A'� onhde lining eel BrkJt Beyond Root Tab -}" Sec Can^ / W1 t to (where required)'•3,.: Section Above f -•-ems TERMINAL DEPTH ' (M� LYE { Tle-In Detava : ' ; AS REQUIRED FOR (SEE IIQiE 3� I Mannd< nn !�'_ Manhole Seatwn (Typ) :. , •:. Drop canneaBan HOUSE" SER``n'CE iLA1� Flash a (vane < re� ken) NOTES: Invert gen t pipe (See Nate 2) (3 MIP. I Msunt 1. This detail is for cast In place standard and receiving sanitary Can<mt<Plpe Si�>♦.E D .E c�� tfd Cantina sewer monhdes. Influent to r....+n<nt Spring Lhne 2. Sewer main size. connecting to the manhole shall range from 6' - n f Plpe to Top of Bottom LATERK LMEW to 24' or,-In diameter and not lase than 2' from floor of bottom gab and 6' A o nil Pip. costtog. All other sizes shall require separate deign and approval. Pvc 90 fitting NOTES: 3. All monho,.e where any invert to a station exceeds 18' shall -CropInwrt require dro annecti.n see det.g UT201 Standard Dro. PROE1 E Use Rig & Co vs Deto➢ as depicted on h+ sheet for 9u o P ( e ) standard manhole appllcaUons. Refer to UT 2O3 Large k 4. Manhole c ne/rung and cover shill be eccentric configured. Cana NOTES:' R..=1 Ring and Cover Well far large (6' or greater) transition shall range from 18" to 36'. Concentric configuration and recehing manhdes. shall require written approval by the City. 1. For manhole details, see Ocoee UT200 Sanitary Sewer Manhole NMM Z Fw .".W.. with top demotion at aurfaes use 'Flush 5. Receiving, forcemaln rectal a d drop manhole shall be doton. SWcmre CastN9',12 Ring. Continuously lined with Green Monster TM liner at 90 to 110 mn 2. Dropd fittings shall he of equal size and m.terlol to � • CLEAN-OUf�SFiOMR� ` � ` '�' Y�SfK1iD � 3. B f k Shan be wild red (day) brick meeting AAS M M114 thickness ar a roved a uel. pipe . quo IN W H Sf PLUN3k8a CODE. -Grade MW Pp q the Influent sewer line. 3. Manhole lid shall be Lettered wish 'Cif f Ocoee tap), 6. Bottom .sting shall ba monolithic with lust riser. 3. The drop cpmmtf.o provided above is limited to pipe size 2 LOCATE SN�GI.E LAXI K. AS CLOSE TO LOT LYE AS POM E, sewer (cent,) and Floridat bottom). y' ( 7. Riser between top ..no and bottom costing shall be no charter In lees than 24'. Alt-.Uw design must be approved by City e( height than 60'. for I i i or greater than 24' In diameter. 2 MIUXI 1lYL 4. MaAda Ilds shall how two (4) non-pmtratkng pick holes. pip. s zm .qua 3. I�VW OF SM10a LATERAL %W1. NOT ENTER SEYiER UAiI 5. Where m..h 1. Mtng (coating) la rc,.1 ed, coatng ehdl 8. Manhole cover to be set 1/4' °bow and matching slope 4. An outside drop connection is required for all influent lines SPLLY�O Li .tend to ring owfing and coating ring's mortar bed. pavement and should cbe sett at plan p grade unpaved areas. 5. with 18' o more above the manhole Invert& afA nt Invert, OEM AI'j 9. All ...me from structure Joints, pipe connections and ringhit d �tT' a y38nRtk 1 !IeA:mor CITY OF 0006H UTKXM DEPART►ENT ba Wrop(dsealed. N.T.S."m a'`"r 3 rr __---_______ _ t� r'' 4 DETAIL CITY OF OCOEE t i DETAL CITY OF OCOEE [ a' DETAIL CITY OF OCOEE WI NO. CONSTRUCTION DETAILS ,��,, NO.] CONSTRUCTION DETAILS 1 P t NO, CONSTRUCTION DETAILS ' SERVICE LATERAL DETAIL uT2oo Sanitary Sewer !£ t UT201 Sanitary Sewer UT202 Standard Manhole f Ring and Cover 'ar� "0,� ° `T" Manhole '` -' Connection tw v_s -- DATE Feb. 2016 SCALE: n a .+->' -r DATE: Feb. 2019 SCALE n/a ° -` DATE: Feb. 2DIA SCALE -n a -.i.. OA- I- wA- TI G: 4 ��p y U _i -I rn 00 Z L ¢ CO N � CO LJJ MJ Lit : O 1 Z ¢O a 0_ C� X Z LLJ LL1 D � v Z N F Q N Z n Q Z Q J d Z O Q (n � J O J m ¢ Li w co W LLI p J W y Q O J Z LW O - M LL Lijz O Q V) >- Y) U Ld CD Q J LL N N n U U U 5SRwO= w � N i Plpe/M.In rotor based um (h d ud^ (hw) See Note 2 fa lettering six. and PIPE LERENNG NOTES: spacing. 1 tt.Mg shag P— pith— ((3) etd. of the py./main and run thelength 2 Lettering .hail be a minMum of 3/4' th height with the tmax—era length of pipe and shall be aligned /mein, with no greats than 21" 3. s Lettering must be permanently Impregnated Into the pipe/mob, not pointed or .t.c led. 4. tattling snag be of contrasting color to pipe/main -.or. Mo. Markin. fl (Let3Cr.IaI�-S- (OF.) Dlameta — 25' to 4" 3' Tape centered along the top half of pips, awn— F�rT�m _ Tin) �n r Dlameta = 6' to 16' Two (2) S. Tap. along both aides of top half of pipe. tad �Pa: r�trv�n rb�a �fi 1 �ah.thP1 Vein_StBel Y�thP}1 i'I _ von (�•L _ uoi, L!al uPh C!mIT 1 j Dlameta = 0' and alatga Three (3) 6' Tapes along top and both Ides of lop half of pips W—in Tao. N.T.S. WARNINGTAPENOTES• 1. Tape cola shag be In ... O dnce with (some) a main/plpe odor. 2 Tnh a lattering shin be 1' In height with no greeter than 12' in 3, epWammg tape shag Ostend total length of pipe. OCOEE DETAIL �F catIm NO. CONSTRUCTION DETAILS UTI71 Pipe IdentifiwUon h - p1 ow Pmate V7ata Meiavidh MXU� r-Ga!eV W.ta, N Radn lhhg) /// union TYP-) From ate VaWa (a Be. To Mate Structure 2' aM Lama S.IAM PON. Pdrste Meier B. Gala Val —9acidlov pnwmet U-Gale Valve I,= (FleeNet R.dio Una) N to Fmm �`--Wafer Meter To A1afi (ganged Corp. SW Smo bte t' and 1 12' Servke NOTES: 1, MsteafAXU shag be in —.rdane nhth the City's metering system a approved equal. 2. BadcllaN devk. shag ha per the Cry. Crass C.nncnn on CUol Manual n 3. Cbaclor%ag be m5pahsmie fasuppy g aM installing all m.tedala, "let meter, aM baddlav prevention device. 4. An pip., fitgngs, aM end valves v bndltatsd. pd,.IO shag be the responshbPdy of the wmer. DETAIL CITY OF OCOEE NO. CONSTRUCTION DETAILS UT503 CommerciaVMulti-Family Meter Configuration DATE: May 2016 SCALE: Na F—Ide ene xntlauoas lop of Uadng w§e with 24 of bung and coo Uvdng efre In Id. boa 110 7MM fides we-, NOTES: 1. Ail pipe shall be Installed with 110 TMH I -Id copper tr 9 wve. Tracing woe must .1 Instated rgrec6y abaw the pips in a continua .1molt and brought to the surtax at 500' Intend.. 2 Me hydnta) and e� s0 main, oon U n2S hranch. (indudtng 3. Tracing wke shag .1-do'. minimum of 12' abow grade . nquked intavols d/wlw Iid. 4. T Ing wks shall be tolled red pieced in a Volvo boa and .hall be eoozy ..a-, I.. 5. At deed ands of make, pipe. and/a esmx' a at 500' intends, the U fng wk. shag be placed In a pr.pedy identified PVC wlw bat DETAIL CI IT Vr QUUCC NO. CONSTRUCTON DETAILS UT112 Tinicing Wire Location DATE Feb. 2016 1 SCALE n/a W�� ��Bf� WE WM (rr•) GML:E WE COOK TwlFF1E1E ITiP•) ( Me) 9' MIN. e ) 11P. i Fitt aline 013CFEE am - ROW) FwFROM ,. ALL PIPE No ernes r AND aw1Ht OWL BE 1F#M 913OW 40 M WW Win OR HiiM CRY OF OCOEE UTIM DEPARiMW REDUCED PRESSURE BACKFLOW PREVENTER DATE: NQ tw WC: WX FlC: L 1 M Cross Section V0 TIOM Tndng a. i' mat from Top $ECt19[L rs NOTES• 1. trAll pipe en e...I,, pabledtdetcnbbiI.Mg equipmnt mppc 2 eTroeinge obey P�be budad dkxtly oboes the I a.vane 3. End(e) of the Ioeat"g wka shag be such that inn can be ....... 1 by IZM, .qulpm.t asse.ing the wke In a Vohw welt er blow —off bat Wire 1. requked to astand 12' minMum above finished grade. 4, the type afppipa ehdi be G y wom6hg tape Indicating S All dkectianal Mgt pipe .hug haw locating win attached to the top f pp1+a and ban amain on the top of the ptpe during instaR.tkz. DETAIL CITY OF OCOEE NO. CONSTRUCTION DETAILS UT100 Pipe Locoting --Wire DATE Jan. 2018 SCALE-- CAIE n/. 1. Clyll/Y1101 FtYll COITACf 1E R15'H,70R FOR MW I�dY LOW ND tR K MIX 1tE SM MUM FOR iE FIE WE W661 MR A E MUM IN 1FE cOIKM ILL QM PPE F11 W ND X"jw Mw wu RE MUM 111' iE DOIWiIIOi L ALL MIX 01= PPE MU E RNW OIKS ROIL S fn LK WO F 10 E NWO IN 1E COY PM 10 POti M OR NWUAM PVC/HDPgE Table (Restraint Minimum each ide). f F be Restrained Flttings _9(s) Pipe Size 4" 6" 8' 10' 1 12" 16" 90' Bend 1B 24 32 38 44 55 45' Bend 10 10 13 16 18 23 22 1/2' Bend 10 10 10 10 10 11 11 1/4' Bend 10 10 10 10 10 10 Plug or Branch of Tae 30 47 64 81 98 133 NOTES: 1. The metmint wlv. ere indented by the 'Restraint Table' mlhiknum wines. 0ed9n en9khea shall be re�one!bl. In, cvn ,, R.d conditlna, and male, adjubnalb Jigly. 2 aAg ntnt.gs end have r.trolaal ).!nb at.. othaw•se indicated. 3, No —b-aInts ngak d if —tin.- PIP. length le gnota than wius prmided in 'Rootrolat Table' oboes. 4, µben two or mae-fittinge are told in—IIn, use gnateet tralnt length fa cawrage. 5. Far in gee wire and through run of tees autstd. limit, of restmin% la!nta tram other fitUng. need not be re mined unins othawi.e intlixted, 6, length. ahem in the table how been x,.I.ted in accordance with the procedures ntl!med h 'Throat R..tnint D.I9n fa Nag. Iran Pipe os published by I)PRA, elth the fallowing .wmpunr. Working Pressare: 150 PSI Sag Deatgnation: SIA (Mly Sand, Sand —St Mier.) Ln)5ng CondRin.: 5 7. Por pipe eizaenot 9 i uded in the Rntrotnt Table or t no g— can'IS- dnf shall determine red eptOI& pipe lengths which shin be approved by the City. DETAIL CITY OF OCOEE NO. 'CONSTRUCTION DETAILS UT104 Restrained Pipe Table DATE Jan. 2016 1 SCALE n/a ww w CriY OF OCOEE VtLnM DEPARTUD FIRE LINE MASTER METER ASSEMBLY MR ire - FFN X FlG 5 F 0 U _I J � r 07 Z Fes Q CO U) CO LJ - uT Z C) o O O z L`' I'jOf W D _jLd Z N Q H N Z 0— a Z Q J Z O Q U-) 0 JO J � m Q LL LU (n LLJ LL 0 J ft� W Q �o J Z Ld O 2:J � 0 C) �� U v W CD Q J li !n en o O J N ti J N F O cy O F- In .Z a z uw GO BOARD OF PROFESSIONAL ENGINEERING CERTIFICATE NO. 28973 SM 1117 STAINLESS EXISTING STEEL TAPPING FORCE MAIN RESTRAINED SLEEVE MECHANICAL JOINT PLUG VALVE RESILIENT SEATOa' TAPPING VALVE, I L110u i RESILIENT SEAT -- TAPPING VALVE NEW NEW �f FORCE RESTRAINED WATER MAIN JOINT MECHANICAL MAIN ®p o PLAN MECHAN CAL l__.aIDd (SEE VALVE BOX DETAIL) JOINT PLAN RESILIENT SEAT TAPPING VALVE MECHANICAL STAINLESS RESTRAINED JOINT TAPPING RESTRAINED MECHANICAL JOINT STEEL TAPPING MECHANICAL JOINT SLEEVE PLUG VALVE RESTRAINED RESILIENT SEAT SLEEVE NEW NEW MECHANICAL TAPPING WATER JOINT VALVE MAIN NEW FORGE SECTION MAIN SECTION STANDARD WATER MAIN WET TAP 2 STANDARD FORCE MAIN WET TAP MIN. OS. IL Yk a MIERAW 9P w PLC 7rcMuN OktICE o dOMf PON �\ R olft) NOTMI 1. ALL ABOVE GROUND PPE X MS SHALL BE RANGED. VALVE SIZE A7 4' 11f-1/2' arr of OCOEE UTLM DEPARTMENT r Yl-1/.r !i 5'1 DETECTOR CHECK VALVE ASSEMBLY DAZE " iMp M OW FIG: Opp TRENCH WIDTH W + 4' SURFACE REPLACEMENT ALL JOINTS SHALL SURFACE REPLACEMENT SHALL BE BE MECHANICALLY CONSISTENT WITH EXISTING MATERIAL EXIST, ASPHALTIC F SAW —CUT AND OF EQUAL THICKNESS BUT IN CONCRETE SURFACE NO CASE LESS THAN 2" TOTAL THICKNESS. (T)—THICKNESS OF EXISTING ASPHALT AND BASE E21�/(/12"/MIN.) 1.5' REPLACEMENT BASE TRENCH MATERIAL SHALL BE _ LIMEROCK OR � WIDTH 1 1 PUG MIX. 0 ill M r _I UTILITY PIPE z N UJ n TRENCH WALL - o00 -T„ w o o Ln 12" VARIES 12" Z Qo cn of Y z _ w Q r W _j a z a Q N H N Z_ FL 3: n NOTES: Q 1. BACKFILL SHALL BE PLACED IN 6" LAYERS FROM BENEATH THE HAUNCHES OF THE PIPE TO THE BASE AND COMPACTED TO 98% DENSITY PER Q AASHTO T-180 MODIFIED PROCTER. 2. BASE MATERIALS SHALL BE PLACED IN TWO OR THREE LAYERS ROLLED AND a TAMPED TO ABOVE SPECIFIED DENSITY. z O Q U) o 1 3 STANDARD OPEN CUT O Q J m Li w (f) W W }p J Q [If W 00 Z IF- J LJ0 m I I :D J Z O D Q ~ 0 r3 W (D of Q J O z 0 z N o U � N B a O c~i O N B N 5111117 WET WELL VENT - Ic- t77! TO J CONTROL PANEL (2 C2) 2' ELECTRICAL CONDUIT HUB (FACTORY INSTALLED) HEIGHT LIFTING CHAIN HULTITRD E LEVEL CONTROLS - HIGH WATER ALARM FLOAT LAG PUMP ON FLOAT LEAD PUMP ON FLOAT PUMPS OFF FLOAT - OPTIONAL NTEGRAL 4 ;` M: FIBERGLASS SLOPE PEA GRAVEL (RS7 STONE) ALUMINUM ACCESS DOOR FIBERGLASS VALVE BOX -EXAGGERATED FOR DETAIL :KABEE LID SS HANGER COVER OVER DISCHARGE - UPIERDISCHARGE ASSEHHLY • FIBERGLASS WET WELL 2" DRAIN WITH P-TRAP FIBERGLASS WET WELL FLEXIBLE DISCHARGE HOSE LOWER DISCHARGE .. ASSEMBLY LIFT STATION SECTION VIEW 2", FLUSHING CONNECTION CONCRETE BALLAST PER ENGINEER SPECS TO PREVENT FLOATATION Borrow WET WELL VENT i_i ITC__./!EVdS EXA,00E1 v.TED _F0R GET./\IL 1. T. S. NEVA 4a FNCLOSUREL NOTES: I. OWNER TO FURNISH AND INSTALL ELECTRICAL EQUIPMENT AND ALL AND MIRE ASSOCIATED ALLCONDBE FURNISHED AND E r----1 NSTALLED BBy ME CONTRACTOR UNLESS OTHERWISE NOTED. E _ 4 taTEa nP.zA I 3. PUMP CONTROL PANEL. SHALL BE RED ALARM LIGHT -� I T -r-C=-S _ - _ - - - _ �-�/ INSTALLED ON SIDE OF BUILDING OR NO FARTHER THAN 25 FEET FROM WET WELL 4. PUMP CONTROL PANEL SNAIL BE ALARM PANEL ate. .`-. WTHW UNE OF EIGHT OF WET WELL FOR EASE Of SERVICE OPERATIONS. 5. ALL PANEL PENETRATIONS SHALL BE L'EM4 4x FROM THE BOTTOLI OF THE OWNER TO FURNISH AND INSTALL ENCLOSURE ENC OSURF 6. ALL ELECTRICAL EQUIPMENT STALL 6E INSTALLED ABOVE THE DEDICATED PUMP 8RF.AKER SIZED ACCORDINGLY TO PUMP PLICYEAR FLOOD ELEVATION IF APPLICABLE. SPEOFlCATCNS IN EXISN40 v..,n vn21v \ i I I I�J I I -� C- GENERATOR LIT J I I RECEPTACLE I I I I `l. INCLOSE I I II II i I ENu6suRE I I II I�EL IIII I I I I I CONTROLS IIII PUMP POVER I I i I II (FLDAr OR IIII OSLES I I I TRw 6ucER) IIII (2. como n -) II h cowsF) III I "V: h II IIII II .11 . "II' ti•�EII IIII - !'.. h"E CONTROL PANEL RACK MOUNT HUB CONDUIT AS REQUIRED PER LOCAL CODE SEWER FROM BUILDING LOCKABLE LID i- GRADE 1/4 TURN BALL VALVE 1/4 TURN .BALL VALVE ELBOW 14AIN FLEXIBLE SENTRY BOOTSHOOTS INTEGRAL FIBERGLASS SLOPE (OPTIONAL) _ ALU14INUM ACCESS DOOR �-PULIP POWER CABLES CONTROL PANEL WALL MOUNT • ` DESIGN FLI pty �M) --- _ � 13_324 GPM' AVERAGE DAILY FLOW. LAD i8iB GPD LIFT STATION SCHEDULE !, DESIGN HEAD (TDH) 1 60.5 FEET OPERATING HOURS 1 24 HORSEPOW<R I 1.7 HP - 20EW 3PH . PEAKING FACTOR A TOP OF WET WELL 123 13 FEET VOLTAGE AND PHASE 1720 MAIN(FM)SIZE : � 1.251NCH ! B -INLET INVERT 11764FEET - -_-_-- .RPM MANUFACTURE -- FLYGT .-" �.. "FORCE. _ HIGHEST POINT OF FM I 1I6.41 ' C HIGH WATER ALARM I HIGH 14 FEET 117.1E FEET MODELg PC 3066 HFNGhI OF FM 672' D LAG PUMP ON 117.1E FEET -_ IMPELLER DIAMETER - I_36 mm - TIE IN. PRESSURE _ I f0 PSI--- -- E -------.---- LEAD PUMP ON ----- 116.6E FEET - -- --- "- PUMP DISCHARGE SIZE t.oD STATION PIPING 9ZE -I 1.25 INCH _ REWIRED STORAGE _------- 1 30 IMINS F ' BOTH PUMPS OFF --- 116.1E FEET DISCHARGE SLIDE FACE FIBERGLASS VALVE BOX QUICK DISCONNECT CHECK VALVE FLEXIBLE ENTRY BOOTS FLEXIBLE ENTRY BOOTS LIFT STATION PLAN VIEW CROSS FLEXIBLE H INLET PIPE SIZE : 4" I INLET PIPE TYPE [_ SCH-40.__ T SDR-35 J INLET TYPE GROMMET CAULKING HUB i=i OTHER K VALVE BOX 1' YES T NO _ L VALVE BOX PIPE _ dSCH-40 -',SCH-80 [IHDPE SDRi1 M VENT TYPE,', STANDARD MUSHROOM VENT LIFT STATION SIZE CHART DIAMETER (A) HEIGHT (B) COVER OVER DISCHARGE (C) ^736" 1 84" F 112" VALVE BOX SIZE _- 32" WIDE X 30" LONG X 25" DEEP P1.36" WIDE X 40" LONG X 36' DEEP " Water 1/4 TURN ReSource BALL VALVE Techr)IOgl85 _NTRY BOOT WWW.WRTLLC.COM . 904-928-0700 DUPLEX CONTROL PANEL CONTROL PANEL SHALL BE ASSEMBLED AND BU.LT BY A MORA CERTIFIED MANUFACTURE FACILITY. THE ENCLOSURE SHALL BE NEMA 4X FIBERGLASS WIN PADLOGCASLE DRAW LATCHES THE ENCLOSURE SHALL BE ABLE TO BE WALL MOUNTED. THE FOLLOWING COMPONENTS SHALL BE MOUNTED THROUGH THE ENCLOSURE .RED ALARM BEACON (UCHT) .ALARM HORN .GENERATOR RECEPTACLE NINTH WEATHERPROOF COVER .ALARM SILENCE PUSHBUTTON THE SACKPANEL SHALL BE FABRICATED FROM 0.125 MARINE ALLOY ALUMINUM, ALL COMPONENTS SHALL BE M ORBATED BY MACHINED STAINLESS STEEL SCREWS THE FOLOWNG COMPONENTS SHALL BE MOUNTED TO BACIGPANEL: .MOTOR CONTACTDRS .VOLTAGE No' TUFT FOR SINGLE PHASE MOTORS OR PHASE MONITOR FOR THREE PHASE MOTORS . CONTROL TRANSFORMER FOR 460 VOLT . SLENCE RELAY •DUPLEX ALTERNATOR •TERMINALS FOR FIE) CONNECTIONS •TERMINALS FOR MOTOR CONNECTIONS FOR SINGLE PHASE MOTORS . GRWNOIG LUGS NNE INNERDOOR SHALL BE FABRICATED FROM GOS MARINE ALLOY ALUMINUM. THE INNERDOOR SMALL HAVE A CONTINUOUS ALUMINUM PIANO HINGE THE FOLLOWINO COMPONENTS SHALL BE MOUNTED THROUGH THE INNERDOOR: .MAW CIRCUIT BREAKER .EMERGENCY CIRCUIT BREAKER •MECHANICAL INTERLOCK FOR EMERGENCY AND MAW BREAKERS •SHORT CIRCUIT PROTECTORS •C014TROL ORCIJIT BREAKER •SEAL FAILURE INDICATOR LIGHTS •HAND -OFF -AUTO SELECTOR SWITCHES •PUMP RUN PLOT LIGHTS •POWER ON PLOT UGHT •ELAPSE TIME METERS (NON-RESETABLE) •M DUPLEX CONVENIEICE OUTLET LnvtFT� IARiEy$ALL WRING ON THE BACKPANEL SHALL BE CONTAINED WITHIN THE WRING DUCT. ALL WRING BETWEEN THE INUMDOOR ACID THE BACKPALIM SHALL BE CONTAINED WITH A PLASTIC SPIRAL WRAP. EACH MIRE SHALL HAVE A WIRE NUMBER AT EACH END TO ES CORRPOND TO THE AS BUILD DRAWING FOR FIELD TROUBLESHOOTING. THE CONTROL PANEL SHALL BE ASSEMBLED BY A ULS08A CERTIFIED MANUFACTURING FACIUTY. ANY VARIATIONS TO THIS PLAN SHALL BE SUBMITTED TO WATER RESOURCE TECHNOLOGIES, LLC 904-928-0700 TO CONFIRM THAT THE PROPOSED CHANCE DOES NOT CREATE AN EOOPMENT CONVICT. COMPONENT SPFCJFlCATTCNS,, ALL CIRCUIT BREAKERS SHALL BE MOLDED THERMAL MAGNETIC. THE MECHANICAL INTERLOCK SHALL PKVE14T THE. NORMAL AND EMERGENCY MAIN BREAKERS BONG ENERGIZED AT THE SAME TIME. AN EL!ERGEICY GENERATOR RECEPTACLE SHALL BE SUPPLED IN ACCORDANCE WILL DEP STANDARDS THE GENERATOR RECEPTACLE SHALL BE ADEWAILLY SIZED TO MEET THE EOUIPMENT OPERATING CONDNIONS, NEUTRAL TO BE SUPPLED FOR BOTH ER) VOLT 3 PHASE OR 230 VOLT SINGLE PHASE POWER. ALL MOTOR SHORT CIRCUIT PROTECTION DEVICES .MUST PROVIDE FOR UNDMVOLTAGE RELEASE AND CLASS 10 OVERLOAD PROTECTION ON ALL THREE PHASES, VISNSLE TRIP INDICATION, TEST, AND RESET CAPABILITY MUST BE PROVIDED WMOUT OPENING INNER DOOR. OPEN FRAME ACROSS THE UNE. COITRACTORS SHALL BE RATED PER NEC STANDARDS AND PROPERLY SIZED PER THE MOTOR RECURRW04M CONTACTOR SHALL PROVIDE FOR SAFE TOUCH POWER AND CONTROL TERMINALS LIGHTNING ARRESTOR SHALL MEET OR EXCEED THE REWIREMENTS OF ANSI/IEEE AND SHALL BE SUPPLIED BE INSTALLED BY ELECTRICIAN AND MWNTEO W THE BOTTOM SIDE LY THE SWITCH D!SWNNECT AHEAD OF THE PD P CONTROL PANEL A VOLTAGE MWTOR SHALL BE SUPPLIED FOR SINGLE PHASE SERVICE A PHASE UO6TOR SIIALL BE SUPPLIED FOR THREE PHASE SERVICE A GREEN PILOT LIGHT SHALL BE SUPPLIED FOR EACH MOTOR ME PLOT UC-HT SNAIL ILVMWATE EACH TIME ME MOTOR IS CALLED TO RUN. EACH PUMP SHALL HAVE AN ELAPSED TIME METER TO RECORD THE ACWMULAIED RUN TIME THE ETU SHALL BE 2- DIAMETER, NON-RESETABLE, SIX DRIFT, TOTALLY ENCAPSULATED UNIT. RELAY SHALL BE ICE-W6E PLUG W TYPE OR PLC TYPE RELAY CONTACTS SHALL BE RATED 10 AMPS MINIMUM , DPDL TWENTY TERMINALS SHALL BE SUPPLED FOR FIELD CONNECTIONS THE TER RAMS SHALL BE RATED FOR A MINIMUM OF 25 AMPS EACH MOTORS OVER -TEMPERATURE CONTACT SHALL BE CO4NECYTI TO THE TERMINAL STRP AND SNAIL OPEN A CONTACT TO DE-ENERGGE THE APPROPRIATE MOTOR UPON A MGM TEMPERATURE "MIN IRE MOTOR. A 15 AMP OR DUPLE)( RECEPTACLE SHALL BE SUPPLIED ARID MOUNTED ON THE INNERDOOR, GROUND LUGS SHALL BE SUPPLIED AND APPROPRIATELY SIZED FOR EACH MOTOR AND FOR SERVICE ENTRANCE. NAMEPLATES FOR THE TNILE ROOOR AND BACK PANEL_ SHALL BE OF A GRAPHIC DESIGN, SPECIFICALLY DEPICTING 714E INTENT FOR EACH DEVICE LIFT STATION FOR EMERGENCY CONTACT: ArRoacRE 928 0700 904 OWNERS NAME PHONE NUMBER E:MERGENCY CONTACT SIGN N.T.S. FALL FASTENERS, UFNNG LECABS, FLOAT CABLE BRACKET, HINGES, AtND APPURTENANCES SHALL BE MADE OF 3Q455 MINIMUM. • A 304SS SUOE/LATCH ASSEMBLY SHALL BE PROVIDED FOR HOLDING THE DOORS OPEN ON THE WET WELL AND VALVE BOX • SLIDE RABB SHALL BE MADE OF SCH 40 304SS PIPE PUMP LIFTING CABLES/CRAWS SHALL BE 304SS PUMP LIFTING BALES SHALL BE MADE OF 304SS EXECUTION,. INSTALLATION SHALL BE IN STRICT AMOROANCE WIN THE MANUFACTURES RECOMMENDATIONS IN THE THE LOCATIONS SHOWN ON THE DRAWINGS. CERTIFIED ELECTRICIAN SHALL MOUNT CONTROL PANEL AND CONNECT POWER SERVICE TO PANEL PRIOR N STARTUP AND FACTORY REP SITE VISIT. INSVECTION AND IESTNG A FACTORY REPRESENTATIVE FROM WATER RESOURCE TECHNOLOGIES, LLC SCAM-928-0700 SHALL BE PROVIDED FOR ONE TIME START-UP AND SHALL HAVIE COMPLETE KNOWLEDGE OF TIE PROPER OPERATION AND MAINTENANCE OF COMPLETE SYSTEM. WATER RESOURCE TECHNOLOGIES, LLC 904-928-0700 WILL LAND MOTOR CABLE VARES TO CONTROL PA14EL AT START UP. THE PUMP CONTROLS AND PUMPS SNAIL BE CHECKED FOR PROBER CPERAMON AND ENSURE THAT ALL LEVEL CONTROLS ARE W ACLORDANC I PATH THE PLANS AND FULLY FUNCTIONING PUMP STATION SHALL BE VENTED PER MANUFACTURER'S RECOMMENDATIONS. BASIN INSTALLATION INSTRUCTIONS' 1. INSPECT ALL MATERIALS SUPPUED TO ENSURE THERE ARE NO DAMAGES DUE TO SHIPPING PRIOR TO NE TALLATION. 2 EXCAVATE HCLE LARGE ENOUGH TO ACCOMMODATE BASIN, UNDERMCIIND PPHC, BACKFILL MATERIAL, AND ADEOUATE WOI00NG SPACE 3 PREPARE THE BOTHIM DI,THE EXCAVATED HOE WIN 6" OF BACKFHL LIATEBAL OR CONCRETE PAD. CHECK BASE TO INSURE IT IS LEVEL AND Sum 4. INSTTAALL BASIN ON GRAVEL BASE OR CONCRETE PAD, ANCHOR IF NECESSARY. S CONCRETE MAY BE PORED AROUND BASIN BOTTOM IF BALLAST IS REQUIRED FOR BUOYANCY. 6. BACKFRL %M PEA GRAVEL 4' TO 6' AROUND THE MITRE PERPHERY OF THE BASH/COMPACTED BACKFRL MATERIAL N IV LIFTS. STOP AND CONNECT PIPING AS REOUIRED. RECOMMENDED BACKFBL MATERIAL, GRAVEL OR STONE , BE FREE FLOWING, NATURALLY ROUNDED AGGREGATE WIN A PARTICLE SIZE OF NOT LESS THAN 3/8" OR LARGER THAN 3/4' IN DIAMETER ELECTRICALNOTES• 1. IIISCO111- IS 0.EQUIR- ITTIMI SIGBT OR SB' MIX FROM PANEL LOCATION. ]. couez, PATE ALLELECFRICALWORKPRIORTOCO. RUCTTD\. 3. PANEL SHALL BE AUNUFACNUTO TO UNBEMYRITERSS LABORATORIES STANDANU MDLABF.LEB ACCORUINCLY. 4. EACH FLEXIBLE CABLE SIIALL BE PROVNED AV1TH A WATERTIGNT SE.L.AND SEPARATESINULN ILELIEF. 5. ELECTRICAL EQUIPMENT EXPOSED TO IT' MIER SIIALL SIEET TIME REQL'IRGtIE OFISTE M..RPRWFEQMPAIENT.N IA4X. IL A NBVOLT MNNTR RECEPTACLE ITN GROUND FAULT BI` ERKUPTION (GR1 PROTELTO\ SHALL BE AVAILABLE TO FACLLTTATE ALUM\TES'A\CE EC TIER IN$IDETILECONTROLP.AATLORAITTRLN23FEEToFM.IT OLPAN'£L 7. AII.ELECUIR MUYORK SIIALL BEEN ACINNUIT RUNS IMP A11OBES L MTERIAL CLiY SIIAIA. SEAL OFF CONDUIT RUBS I'Ril APPRDPRWTE 9. CQNTRAROR SMALL A'ERIFY POINTER SOURCE PRIOR TO OROERIR4C EQUIPNE\T iIULTOSESUPPUM TORSI \GCE PIITIME IUSE Fil.UECRCALEQU(1TSLBETLMOAOA'ETEIW\ERFLOD LIAT10N(11TIEFUCAPPECAHLE U) U) Lu Lu O O L U uj LLl r LLJ u J = 0� a W O C (H-i 1 V Q x a 0 rq as d M � Q �Ll LL1 F- -LLJ ' Zr C Uj H0, I z u a O � lq Ln a r1 Lu I ' i = Lu N n ,4 r-I Date 06M'L5/2015 Scale AS NOTED Drawn BUS Checked By VPI Sheet 1 U J J 0 z L,.J W z_ 0 z LLJ z Q Q z Q J m 7- 0 Fa- m 0 V) O 1 F- z In LL ~ Lil W J Q 0 U) W CD Q .J 0) r N M Q W O (D Lo E o O 1 o L` LD Y Y OT W Q r W W O J �f. W v N H- N Z Q 0 J 0 Q lJ z W �w 1- 0 J U W O m LL z 0 F-' U r 0 0 w MI UT J U J O 1(LM�M��ryJX{ O L2yq�W{j U O CI CI , � N O U O 1 2 Z a N nCo BOARD OF PROFESSIONAL ENGINEERING CERTIFICATE NO. 28973 5IHIt7 2'-4- SET COVERS FLUSH W MANHOLE FRAME & 2' I'1--1'°j 121. 2° 2 1 2° PAVED AREAS. FCOYFR 1NTH -STORM* I -'{ S �j r / WPRIN7ED q o e SEE NOTE 2 eSEE NOTE i 2 2 ME3 BEDDED ° EPDXY COAL TAR IN MORTAR COATINGS 8` 2• 2'-4° E REINFORCED PLAN �—�I SEE NOTE 1 GROUT AS NEEDED 4• CONCRETE RISER FOR POSITIVE FLOW V 5° MIN 5 3/4' r"�-0 y 5 3/4° 1 1/2° TYPE C 1 1/2° Y PAVED AREAS CAST IRON GRATING GRATE 6' MIN APPROX. WEIGHT 235 LEIS „ 2° w — _ 2°CL PRE CAST REINFORCED a 2e/4• MONOLITHIC BASE '"'`r'�T. ^-*'T� m 2° MU1 SAGRADE SHALL 8E COMPACTED TO 95% 12° O.C. (98% UNDER PAVEMENT) OF THE MODIFlm /f/��/f 3000 P51 CONC PROCTOR MAXIMUM DRY DENSITY. (SEE A -A (SEE NOTE 3) �l SEE NOTE 2 1. IN UNPAVED AREAS TOP OF FRAME SHALL BE 2' ABOVE FINISHED GRADE ALL STRUCTURES IN PAVEMENT AREAS SHALL 2 1/2 x 2 x 1/4 I. ALL WS!U PAVEMENT STRUCTURES MUST CONFORM TO H2O LOADING STANDARDS CONFORM TO H2O LOADING STANDARDS. ANGLE SEAT (2 ES) 3. 12 INCHES OF STONE BEDDING (FOOT J57 STONE, NON -CALCAREOUS) CAN BE FOR REBAR LAYOUT, REFER TO FOOT INDEX 232. W/#3 HOOK @ 8 O.C. USED FOR BODING IF SUBGRADE SOILS ARE TOO WET TO COMPACT. -NOTES, 1. FOR PEDESTRIAN AND VEHICULAR USE, USE CAST IRON GRATE 1 ANHOLE FOR NON VLHICU AR USE USE STEEL GRATE. N.T.S. 2. SUBGRADE SHALL BE COMPACTED TO 95% (987. UNDER PAVEMENT) OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY. 2 TYPE "C" INLET N.T.S. STORM SEWER PIPE LENGTHS NOTED W THE DRAW1NGS REFLECT ONLY THE PPE ITSELF. WHERE A MITERED END SECTION IS INSTALLED ON SAID PPE, ITS ADDITIONAL PIPE LENGTH SHALL BE INCLUDED IN THE COST OF THE MITERED ENO SECTION. q C 3'OR o/ r C� 0.VNECTOR SAD DLE DITCH S I/ IL IPEADJ Pp50E DEEPEN ARWIm 2' NOT LESS OUTSIDE EDGE OF 6 ° 5' SOD PIPE FOR 5-1/2° T SLAB 7FiE ONEER $4 BAR PAID FOR AS E PPE CULVERT PIPE TO BE CLUDO Ut10ER NIT PRICE FIXL MI — ENO SECRON rSOD7 i ROUE�N G.LI_.--_---- I 1.5' R I CONC. SLAB 3° OR 55" Tip( - SODI I LRDNF. W/ WWF 6x6_W7.4xYA.4 -- ---� -J 1111IMI11IM11��md����� �i®I�I�i�l®������F3��TYt• � ®ice• y�l�• 1I�I�i�m�i��E��l ®®E(of ®� ONO �INMEMIE 1M1w Imp Emu � 1MAEN �����f•���I KMIEN 111MIM��keil�lm�����1 IIIM�imwu ININEMINE011111 f RETICUUNE GRATE TYPE C INLET ORIFICE CLEWDUT TOP OF BANK V. 121.50' RETICUUNE TYPE C INU AT GRATE ELEVATION ;FL' GRATE ELEVATION 118.50' GRATE ELEVATION 11 ORIFICE INV. ='t 15.50' 7 18' RCP I (2) 6° Of NV. = 11 2'X2' 4° CONCRETE_���, I I: • I INV. = 115.50' SLAB, 2.500 P51 � t+C::'�G^.% J * SLOPE- 4.1 MITER - TO CE PIPE FOR PIPES 18' AND SMALLER 2:1 FDR PIPES 24° AND LARGER 3 MITERED END SEC ON RCP 21 MITER - TO C PIPE FOR PIPES FOOT STD. INDEX 272 N.T.S. 18' AND SMALLER 1:1 FOR PIPES 2C AND LARGER SIDE MEW Type E Or F j 3.O• S-g• 4-4 3-0' TSAR E Curb (Stt � Gutter TranslHon Inlet TNoz.k'T�'ihan Guitar Transifivn (Seep Note a) N Bars 48 ryert. 1 t Bars 4A 6 4C @ S Sp. 'ram _ "" � I c. A h ♦ _ _ _ _ _ =Ir _ Bars 48 RoN@CHIP. _ Bars 40 (eottoml @ C Sj'Q I 1 Q ¢inlet f -- CaNrol font j CeNK OF aoz Sla/D/fse! (xativn � I I I �— ¢Inlet RYye 6 l►� Y- 'sue STm�lrlral A.bW ¢1 TOP VIEW 26• Bars 4. WFaze, Field Bend) bars 4A �� I €INK RYpe 6 C 0 Cprcrele Pao _ L Symmarrtal Ptout For C-I-0 INels P Corner Fillets Is. NNe 6) Oar 4E E S Batlom C 1 / 6' — ^Oars 4A' IF,, NIM's Dn11) Rled to Bars 4A) '/ 111 ear 4E 1 1 1Z Ba+ 4L Rfpl 1 3 Grate Reczss'. Bars 4s 2-B sdJ ljj _24 e-I-P inlets Bets 4H 4$' I ears 45 @ P \ Idk• \— 2 _Bars JJ FRONT VIEW 4 DS-1 CONTROL STRUCTURE TYPE 'C INLET N.T.S. GENERAL NOTES Curb t. ilk f s g d y ops are to No'M1 IM 1. 11—sla pe = fnf Hed r !e a+d sio a al the i➢1_Y !Itro tfe In and grMe vl the praAvz<d ziQ<aalk d/vr 4vEer. L For 1NKs construRed en a [urce,'Bier to ne Nam to CNPrNne IN radius, a:+d _-Ir the INcI tlKalis acvrtlingly. Bcnd steal nM1tn nereszary. z. All reiNarcing steal to Zr Grade 60 bars akh IY'rnrNmJa corer urJess mtarnise sban, � zee gl:ea[ 4 /w egvivaleN am Welded Wire RetrlorcecxN dKNls. f•' 4. /NK tops shall to N(hc <a#yo-pla[e or prttast cacc+Ke PJKdsY u:Jfs shall 11— lv • ( the d(caKfvss shone or in III fan[e nhl —Id shop dra¢i 4 . Request Ivr shop dra dp,I—I sh.Ll Ce 611-1 to the State eraina3• Englrirer. £ CvncrNe ns Vt the require_^sNs N ASid 14T8 (4AD0 pn) maY be used in lieu of class 1 I( zoetrele Tor Fra[ast vNts, eaarufaclweJ in Nar4s nNch ncK the req.iresaMs or Section N9 of the SPz[)ffratlans, '�' CPr:er f/Refs are JequvM nt INN apzNn) /ar prdcasr unls w c-I-P uMs uszA in unction rtifh Nrcular rnlM Mrtoau' or zlznH reNangular iNK Cores Ftrdsh lop or n»z[s flush skh dram INOY. Cckxn and vet[h siege Z. For iNN bpIMe: No. 1p0. Inlet taFs ue to Ce used nlln Tlpd CNtoas or Type 1 ni[h In 1-1 ! bot[<-ss' spvare RTye III.3-C of i round RTPe A) risers w tap slab ep<Nogs. & Th<se iNK lays are tlesignetl /w use rith standard Nrb and golfer Type E arATIM F. locate rnl<! putz)da of pMestrlav lks. FE w0. fn hhaof the [ore cr<r lMNIrtegt,1.clM 1— 11MN1 U11e Fl 9. gK Infer A'a Z01 Iw svpNemanfN QINaNi ' 10. A/1 ziezl uteQ rot /rare and gre:P shall weel tM regWrectNs N ASTd A36/A36M1!. II. Ek— —1 iron grates or steer grates nsy ee used. ' IZ q2^n A•terNfe'C graze Is specfNed (n the plans ekbzr tM [azl Ir grate a+•! gaNaNxed steel fia�e ar lM1e Ina galvaNzpd stKd prJe a•W Yana mrst Ce used. Grates are fo Ce grou<a0 In acmrdame wkh rM grwding Qelafl shavn on Steer 5. in Ilea al fa[k a<fding ti INN to be pNtl Tor uvly YM covra:t umf print for Inlets ICwol Rppe 1. Earb Type F C TransH SECTION BB € INN ITYpe 6 symmKN a! ahaut �—\ 3:• Chamfer Or 1Vf Radius s'(!b' Delon Tap Of B B putlfre of Graze -r I C B ---------- -III P t )Nei Or Ri$Pr y Far C-11 INKS GullerT sllfpn "itt��� Gufler Transflton SECTION AA (At Q Inlet) INLET TYPE 5 (Curb Inlet Type 6 Symmetrical With Left Half) usr z ofswpnata FY 2017-18 PEVIgION M FDOT� t- DESIGN STANDARDS SKETCH SHOWING FRAME SEAT AND THROAT RECESS (NOEX NOS CURB INLET TOPS TYPES b AND 6 ND' 211 1 of 5 O FDOT TYPE 5/6 INLET (STANDARD INDEX 211) DETAIL CONTINUED ON SHEET C9.1 N.T.S. n 0 U __1 J rn DO r v N Z F ¢ O CID� DO LJj Lf) Z ¢ o 0 _ o 0 Y ZLLI w Q Ld D tr v Z NF N a z , Q J n Z O_ Q En 0 J Q _j O Q m F- LL- Ld z r) V W LIJ L LI (D Q O z z Lj0 Q IL m Z o J DO Q U � U Ld Q J BOARD OF PROFESSIONAL ENGINEERING CERTIFICATE NO. 28973 5111117 top 81 Cur ws d-\ caua- '\ 3 Dpptrvu 3'Ratlfus -TMvrelical ` De➢resslon Elev. SECTION DD (End View Of Inlet) V fes Afro 1'-6' r1a'� Xa!a Cut Hart T. I 6 i2.:rn 1 Ji Corer `L SECTION EE Bars JA @ oars JC @ SECTION FF to Y 1Y E Cvrd Varies Il_rn 1'-Tl iIPE Curbs - 1'-sl ryFAF curb SECTION CC (Gutter Transition Omer Type F Shown, Type E Sifnilar) SfvM_ TO HI [[h Ai)2 eNu Ylith ZTop Radlvs ' ]%- 3 -ems 4B Jf}' ant 1i' He Pa d Iq HdElus I;F Dart 4C 41 @ F I8<l10'D Ilf- 4Y- - s D IV' I Bars JA @ s- 50.1 9 6' J I S i ears K @ S SR _ \ I ears 4s @ a � - ng I a s4L�rwxca J I f \ t1 ( � 6 Pi Fe Snali l!N Be -_--- 1 r-�-�' C :✓er -� 1 • Bars all In Corners r'\ 1 Cvnstruttea W;Ihln� 1 ' I I -Ir Cvrnzr Fill. rnese ❑sirs 1 1 I (sre Nate 6. s2.1 11 1 ➢` , i -Har IF & Ir Sp — Oars al -r Is E- e' zrs 4H /n Cwrsrs Dr Pl J IN Dr If TOD slad I 1 -�L 1'. a, ser Present, TD b I / �_I I RY/e l'arles. Saa p Tb[8neiz Plus?' P TaP of PIFe j� � ([ervuea BeJ DLeeJrq)—I SECTION GG SECTION HH (Type 5 Inlet Only) 3 CRDss REFR Irs- For eereral A•ates see snea1 1. [vativn CI sn0—DD ' mre HH sae sna<r J. PRECAST DETAILS Uy7 0 DEscaPrlox: FY 2017-18 IHO£X sHFET 710117 - Fppn CURB INLET TOPS TYPES 5 AND 6 ND. No. 0/07/72 i�� DESIGN STANDARDS 211 2 0f 5 ALTERNATE REINFORCING STEEL DETAILS FOR WELDED WIRE REINFORCEMENT (WWII) CONVENTIONAL REINFORCING STEEL BENDING DIAGRAMS BILL OF REINFORCING STEEL s INLEr TYPE 6 INlEI IT)0.1 lyeHARK s12E—- RIP<SI ND Is . LEIJGTH �� g 7s 5P' @ S - FIe10 Ben! HwlzwaN q (Pr<[azn a 25 3-I• As srrm i " � ear5 rn vernca Faa �-�>+.5� _ �' JYr 1 Bars DI Va S> SR @ s, ? (<-I-P1 0 Zs Y-11}' 3d Z-Ik' I I1' d Tot All°allclBendlrW - _ _ _ �ce6J Jr 4 B 6 1D-S' 6 IS-4 D, 4 21 11 to 111, NL \ti muaPfes nry ! I � D a 4 ]v-s J rs-g BAR 45 III £ 4 16 Cu[Nne of Tap -1 ` Em 01 TYpe 6TOC -' f 4 3 6-0' 6 6-s a: 1L �vt ovttaa Portion 0/ IS w�Aft srr rvHri[al y 4 4 C 4 4 G Requlretl TA llafrsaM Cca "ou[ Y F➢r Type 6 I f J a 4 3Jr 4 WELDED WIRE REINFORCEMENT PLACEMENT SCHEMATIC FOR WELDED XIFJII«) 4 2 rs 2 za ix PIECE NO. 1 WIRE REINFORCEMENT PIECE NO. 1 L (Ple[astl 4 J I'-4' 0 -- L Ic-I-P) a Jv r-r v rr o Ra+ �Jr�r c �wr[a� Ir-o uar.) 7 3Z 3r Cut Datldd Portion OF Hat bVP syrslrlral gbo:q s 4 - as Requirev To Narrtaln Laver y For Type 6 /tE/1lrCACIA'G STEEL NDTEsBAR 4A ag' m re er v mat 41i ➢dIs— are out roa- 4A am le c 1 be ro=binea /nto yDel, Z'eHeneerhyme D mI, or Tap slab N 50. [� S frrae sl I r L S` 3l s .xr45 of SFe«i1[atian se[Lfon —'� 1D-L-IHInJ p-A N WELDED WIRE REINFORCEMENT PLACEMENT SCHEMATIC FOR WELDED PIECE NO.2 WIRE REINFORCEMENT PIECE NO,2 BAR 4E N O1)2 Dr iY185 ❑ � ITrN O 1 z i z s � Ir r•-r N WELDED WIRE REINFORCEMENT _ PIECE NO, 3 U � T R p D£sCAIPt10N: ^ 0710111 3 � eon,enneml. NBar IF ,1 Regvrred) Or Inlet -L �- C�u[R.11, P 11- or Hat T t evnva vnu red TV AN)^•ain Cvrar PLACEMENT SCHEMATIC FOR WELDED --WIRE REINFORCEMENT PIECE NO. 3 I DFY STANDARDS 8 FDA- DESIGN STANDARDS -tfl'eurer - af(a 1 6 31 �' �� 1 elide r a., 1. i RN �.ar Bar J s Piere Rv. 3 -/ i I `Cmng—A Re 1. sae JF TYPICAL SECTION SHOWING WELDED WIRE REINFORCEMENT IHDEX SHEET CURB INLET TOPS TYPES 5 AND 6 211 4 Of 5 Fleltl Cot Dare HalKaln Iv"' ape Shall Hor Pe These L E. 1tNn 3IY Pr2 [N�Tu➢ Slabsiad - IAyT p D£s[aPTI AFYisiDN ' 07101112 SECTION EE (OPTION A) Tvp DI Curb C.", Llrre -� 1'6 3' sM1.11l 6 B• Radius S �-irve efiul T DeFwesslon E)M. SECTION DO (OPTION A) (End View Of Inlet) varies '-P In 1'F t CarTer 61 Bars aA @ s m 2'^Corer /Above soil 1� >'h' a-e aB, sla Hart 4A [ S 50. @ S no') I Are 1f_' - r r ea`uD°II ens4L@ssp. / 6 L - r aX Omg� F111H _ G I - Dars Is@ i i i i Ise. Ncle 6.Isn_a-t 1) SECTION EE (OPTION B) ears IF 9 s sJ loin co,nNei fam:a 4H ir• Cvrnars /NeJ everoa o. a5er R!M)i — Ile CRCSS PEFPER<Ei For G<m--rat Notes See sleet ). SECTION GG for Loralle'r w settlons et rnrN HH see sneer I. FDOT� FY 2017-18 CURB INLET TOPS ,- DESIGN STANDARDS rep D/ Curb Corerel nn<� ` 6 ?, �T RMHs Y• h ' \ \- rMor�:lem Erev. SECTION DO (OPTION e) (End View Of Inlet) r -`� .- i \ ears JJ � Bars IIH In Cwrers IF @ IZ I 1 3.__ L•� Darz 4s g 6' SECTION FF SECTION HH (Type 5 Inlet Only) CAST -IN -PLACE DETAILS INDEX I SHEET TYPES 5 AND 6 ND. No. 211 3Of5 IN s _ 4.• � 3 -I!' v, v. M Grate ��T�- r-- 'j' zµ -- 6 r-s.• o. to o. a Grare ` II '-SS 00000000 0000C=) C ` �� K• j o 00000000 R 00000000 --LR tL'A000000 C31 rL� 000000 � Gr „ ' 11—�-Rry.� - 00 3 EP, -sand n an[Mr-'� I 00000000 y- c.a7 Ew+r-tam Ir o0000000 siee Earn y� ___--_----__a__ �l �vrA6 SECTION NN / SECTION GG SECTION SS TOP VIEW IRi hi z CA5TO ON GRATE SECTION 00zq SECTION RR CAST IRON GRATE a-D-I a.Dr frarr I 3 -I/• V. IV a or Grate Y _____ _-- 1 \ '' I bbiii`\/l F6e3k+Sa �n _____�\_M1Pos11d F1oar Plxe I� 1\ a" [over -/ ---\-� I ' X v� pr Pldlvles X �'._=====c==_=====moo EFary-sa+a I r . G-san.1 side fa[n i �� # Y 3 it -- L6r3Yr53i SECTION MM SECTION GG SECTION YY TOP VIEW M \ TOP VIEW �ise`e oatanl ��,r+Yot y5 STEEL GRATE SECTION OO SECTION XX GROUTING DETAILS STEEL GRATE la sl s RErERENc£s: �\� . t Cfor Lvra(len or s=_rtlon LU am CJ .- ,�/l, TOP VIEW ANCHOR DETAIL FRAME DETAIL UST 2D DF6CaPrIDN: INDEX SHEET REvlsrox H FDOT� FY 2077-18 CURB INLET TOPS TYPES 5 AND 6 07101109 z �- DESIGN STANDARDS 2}7 5 0f 5 O FDOT TYPE 5/6 INLET (STANDARD INDEX 211) N.T.S. U J J CD 00 C7Lu N Z Q 03 O Do W - L0 LIJ 0 Q I Z ao D nf 0) Y Z w W L"Iof D d� i z N Ld Q N a Z J a_ Z O Q Cn 0 Elf Jj0 InLL wQ (n LLJ L LLJ a Q [-- 0 z Z WO Q �] LL_ Z Q D 0 U Ln U LLJ C7 Q BOARD OF PROFESSIONAL ENGINEERING CERTIFICATE N0. 28973 91111T ;O 631 O 2 — — — — — ---2------- --=��---- --- 36 20. PALM O < CAMPHOR 12. PALM Y24£AMPNOR 216- C7��c 224Ofi 2D8 Q 4:1 .lt7l"— 225,E c (D z+gg� 0�$9 215' 214 2� A 2 CAMP#10R 217p 138 _ 526 Ofs 13AK O O� 2Q9 a 6 135 101 102 ��yy RAI k O 12 RA4td 108 q� 1p0A 1UR F�•IQ 2181 �DAK 130 20 0 1 2lbp 7+9 OAK CEO a 11 ® KOS a ® 1� OggVK `CF] y jAtO CANPeEiOR .. t00 14 0 9 �y- � 3` O %2 08K3 � A KR 0�2 205 9 RAIN 0 19 Y4K0 786 13411� p. ] C6Lt 9 OAK. 15.PAI 27 0 K a 20 OAK s h 11. 5J8 . 132 <. 139 99 166,e CA aO�'^ (D 514 O 140 �. P�1 OR 0 J 8 OAk . L . I . I I la 7� I I° +I. ' 7 �qf II . II j.31. 1{ 50 RAK O 91 S BAY 5 PAL 4 �.D 51'-4 0 A K pp gyp{ 1 Y 1'!4M H t�. 49bAi 98 , K76 P ntI `I.� 1•, ,{ i 5i&,{CFAPIR R. �6 C P OR 12 OAK "p 339 OAK. 105— O Q 1 8+" {OAK 0. PHoiio <I I I..I I a �•+ ,II <:I { .I_. 6i31dI J. K�7�,tk :t�-t`i..QI 1 7 :•�. ` .$ o 4}rb Itl 1: ItEa OII t45 97 05 LT8 PINS 1742742 1 79j AMPHO2 1$1 5 F2 t 4< a a 467 �B �INI ..I �: 411 f 7 i irk 117 Q> i II 146 O 1 40 y d a 1a R tWfW7 zO 19 �1+.•C3A•.38C€SO+1vC 1 A8ll0y�i. A- %K PAe64 KI { ?S PM I 16o I1 RAIN Ci o 2 PNE 5+6f�{CAMPHOR`4637A d� •. ", Sh � �O Z4E462 u t:,+ PINE .. Q 164, ti?1. '15 OAK f _ 26. OJAK, �0 . O -m1PHdR 472.-0 i o WHIN ` 171, I Q 1 rd5 7� A ,T� 38 10'�A A OC1 � NE 8 OAK 473 1 Mr i1 8 �6+GRAIN 122 • .8 tF !, , jI OAK 6. BAY7 7, 5 t Cq p 12 RAIN y 9.A -O O: s0 �Ah7PHOR 158�8.�8+8MCAK4PHOR a p . a 3 .. a a j I I ,a MAPLE 3t'7 i ^POE, 157J O 156 y v 8 6 10 t 1PHis 3fi 0 < 19� 192193 � _. �..n.. �.���-- � A HOR�e,rw�,r�v1.1—vn LEGEND Oil OAK TREES TO BE PRESERAD 100 011 OAK Ti-55 TO BE REMOVED (t) I 1 385 ) C 0 I� 387 8+10+17+2 CAMPHOR 1.11 1E09W CAMPHOR 1 I 1 x 460 28 OAK ' 310 � O 1V9PINE ixp�% PINE 3C 294 p 293 VINE 15 ICJ7F 9 O 292 29T0 87NE �11 S 89"08 r06" W 1 n6D,15' TREE O TRPE5' FINISH Landscape Designs, LLC :Iand� jOBAcc]�itecto:e 11 440 Gabdd li Lmw Winter Pat , IZ 32M PHt (4n 484-3414 7 IN: (4n 671-1604 PF E TAN0OA4ER SUNBELT RENTALS GIly of OCCae, \ Florida ` Applan Englneering v 2M Laa Road saga 17 i Wkdw Park. FL $2789 �\ (407) 9E0-66Ea CON9,UMM NE LANDSCAPE ARCHITECT CARL J, KELLY JR., RLA wM - - - - - -W M - - - - --WM -- - NOTE: NO 5TOCUILING Or MATERIALS TRASH OK M39J5 SHALL BE FEKM MO WRH IN THE BARRIER EXISTING TREE PROTECTION DETAIL n ' � eralm N.T,B. ts.ot GA. REG.#: 0001764 PF40JBOTNO, 16106.01 ncdryn� av r Itr aixm8Y CJK DATE 01/05/17 m OFT W 40 North SOALE: r-4a-0• DRAWWnILE TREE MITIGATION PLAN OROWNLMER LS-01 a-EET 01 of 04 650 279 g4g 647 _ f y _ - 011110 a _ - - - - -�zs- ■ 12+13+13 CAI , O�M�OR- - - - - + $ to irnO-R - - - J } b U 277 24 MAPLE F�s14�� �� " rkFf?4fi7P z t U 'f �n r.�s1 0 mil. C�U� �.,.€ i Pd10+U CAMPHOR 274 276 27 OA4 CAMPH9534 �� �6 f �o v ��;' c� � o� ��c, �>�■ L--------7- 9 RAIN - R IR O � £ O �70 1 5:� J r,"C�19wFi0n ;A� ti ■mot 15 OAK - - 9 1i.j(-1T� { % 269 9 111 v u v 2 8 680 27 /(I u 685 9 OAK / 684 O 13 PINE Vl / �L'1 .;. al N s LEGEND 188■ PALM OtB OAK ■ ti6=Eb t0 BE PRr£D ■ Oil OAK ■ T�E6 TO 6= F"llo1 cU WWW ■ 689 U ■ 14 PALM � ■ ■ ■ l I 629 569 j O ■ O 12+12+12 CAMPHOR 1 10 OAK 568 - 8 OAK O 567 ■ 669 628 p 10+10 CAMPHOR ; O 18 MAPLE ffi� 16 K f 6220 10 PINE 10+10+7 CAMPHOR ■ a 670 1 INE 15 OAK 585 570 566 456 455 ■ O 431430 g p�q MPINE 587 O �8 583 O 572 C� 45 ■ 10 OA. 6 3 20 OAK 678 01 14+lN* 04 O 9 AK ■ 15 MAPL71F�fAPLE 619 O 563, 562 5 0 K cJ4 3 12 s�ppyy ■ p 6 j 71 432 15 PINJ 19 PIN680 1 9 ' 4® -533 ■ 5 MAPLE O 428 O 10 OAK 1 5 9 17 PINOE617O6160 O 1 1PIRLALM 561G6 5525 10( O 9+9 CAMPHOR P ',I� g�E 576 537 p ■ c6 {� 12 OAK 458 a O 142/ INE Jg 619 lyf2'eA10R . K I 1 I O I -PINE 0 6 5770 15 OAPKPP O0 5�4 28 CAM HOf� J 0 OA� p OAR4 OAK ■ ,'4B5INE 429 593Q�611}�2CA R ■ � O 425 O O 07 O 18 OAK 15 OAK O 11 ZVE 10 OAK i 994Q. j19�,q�Q � 9 O 539 546 544548 ■ 4 - a G Q PIN D 4 PItT-0 �8 I�WRl OAj§O 10+1�5WLT547 - 1 U _ O K 11-Q OAOAK O 2 f _20 ■ i - - I 608 540 g g P NE ■ 6 375 O 19 Ol{K 611 O 332 331 037325 31 1 ■ 1 --0 ,jF1t6�1�1�610 23 OAK 334 t4 333.96Q71ML' aP NE ■ o I - a �T79131 1- I ® 344 343 81�C9) ��pj�1l�lE O ■ } I 23 12 PINE P O 345 ® 342 33t6 ff1VE" O 18 PINE308 030 9 OAK 78 I 1,Q1 8 OAK 11VVP1lIECAMPHOR 329 3 o o Ltd n 378 �j Cr 9 PALMD 3533 13 18 OAK n _J ■ Y O .573 J4 OA 356 16 ®AK 314 a3 401 15 PALM 143gl�I ® 341 336 3051 r' 9 E { 410 O 6+8 OAKS97 394 391 O 379 372 .36 mill PIAN19 3540� ��Is 12 Pit($ 33119C$INV ■ O e 393 � 16 PINE O 368 O 34028 OAK 10 �AKq P La(i j99 ■ O E_ 395 114T"R Q R(�INE381 383 384 � -bAK 365 367� 352 34E� 17-BALE — j 678 ■ 12 OAK 19 PINEC) rEX'� _ __ n ■ 396 24 OAK 388 1714'IRW"E O 382 � 369 '3�Al� 3 339 338 337 311 3 18 PINE ■ 1.8-67i(�"' i% km 6 OAK 4 �- 35 8 '0 K �7 j�'D WIWKOAK 3 ■ RE ti I I�yyq/ REPIACEMENT/ REMOVAL NOTES: I V TREES REMOVED: 340 i 'REQUIRED REPLACEMENT TREES: 1 ,360 (1 :4) I _ ■ ■ PROPOSED TREES: 267 Ill 78" 0n0 7'-3 s, E ■ DEFICIT: 1,093 I 290. /-P,; O 4 I 678 ■ 1 677 O ■ NVASNETREESftEMOVED p 18 PINE ■ Da raeDes- - D8 68 Tiee DeS.A,6- 10 BAY 246 13 RNE 409 119 PALM 249 13 PINE 405 19 PALM 62 108AY 2A 14 BAY 404 19 PALM 523 1000M 466 14 MK 264 19RNE 214 lomm 653 14 MK 488 19PNE 10 10MAPLE 260 14 MK 28 15PNE 74 59 10 MAPLE 10MAPLE 63 14 MK 25Z 19 RNE ISO 14 MK 168 20OAK 508 tOMK 445 14 PALM 182 WORK 612 10MK 449 14 PALM 598 WMK 429 TO MK US ' 14 PALM 130 20MK 432 10 MK 424 14 PALM 137 20MK 520 670 674 10 MK iOMK 10 MK e6 14 PALM 630 WPALM 141 14 PALM 502 20 RNE 416 14 PALM 525 21MK 525 10 MK 495 14 PINE 30 21 MK 526 10 MK 494 14 PINE 71 21 FINE 414 1OMK 483 14 RNE 64 21 FINE e4 10MK 665 14 RNE 38 21 PINE 08 !BMK 1597 14 PINE N 21+30OAK 8 10MK 497 14 RNE 110 21+70AK 61 ie MK 447 14 PINE 24 22MK 92 220 10MK 11010AK 428 14 RNE 422 22RNE 376 14PWE 162 IMOAK ?25 1OMK 470 14 RNE 406 MPALM 96 1OMK 451 14 RNE 236 M RNE 102 10CAK 450 14 RNE 37 23 RNE SO " 10PALM 10PINE 165 14+90AK 514 24MK 524 15GUM 646 24MK 66 448 1ORNE 10 RNE 672 16MAPLE 144 24MK 671 15MAPLE 113 T 24MK 24MK 60 tURNE 256 15 MK 94 10+t00AK 265 iSMK 400 24MK 10+70AK 413 75MK 437 24 PALM 116 11 BAY 250 15MK 248 24 RNE 17 11 MK 129 75MK 607 24 RNE 87 11 MK 169 75MK 20 24 RNE 57 11MK 237 15 MK 34 606 25 ME 25MK 421 11 MK 205 iSPALM 11 MK 267 15PALM 170 26 MK 8 11 MK 106 75PALM 266 260AK 41 11 PALM 77 15PALM 179 26 MK 426 11 RNE 90 15PALM 261 25 MK 54 11 RNE 509 L6PNE 185 52 amK 27 MK 1i-12MAPLE 463 15PNE 11+14MK 453 75RNE 174 28 MK 5 it+18 MK 530 75RNE 21 29MK 1144BAY 688 75RNE 939 WCAK 180 11+60AK 623 15 PINE 16 73 MMK MMK 177 11+60AK 602 15PNE 637 12OAK 69 15RNE 7 238 340AK 34 MK 12 MK 58 75RNE 9 12MK 55 15RNE 91 31 39 MK 4+6+8+9 OAK 12OAK 239 15 PINE 163 5+6+BMK 79 1 12 MK 12OAK 433 16RNE 425 1SPNE 139 268 50 MK 6+15+17MK 673 12MK 252 75RNE 17 431 7-11 MK 7+20MAPLE 5 12MK 245 16 PNE 4ES 12 MK 53 16 BAY 1SS 209 7+8+140AK 7+90AK 131 12 MK 408 16MAPLE 175 12OAK 489 i6MK 99 145 SHAY 8BAY 12OAK 187 16MK 83 411 12 MK 12MK 167 244 160AK 16PALM 35 72 88AY aBAY 438 12OAK 76 16 PALM 257 230 SGUM 8GUM 221 12OAK 75 l6PAW a 12 MK .1 16 RNE 480 12 PALM 251 16 PINE 196 399 BMAPLE 9MK 445 496 112PALM 12 PALM 513 491 16PINE 116FINE 471 377 SOAK SOAK 656 12PAW 219 16 RNE SM 12PALM 56 !SPINE 396 SOAK 263 10 12PALM 12 PALM 51 175 !SPINE l6RNE 521 690 8MK ISMK 412 12 PALM 132 16 PINE 472 485 SOAK 8MK 444 l2PALM 627 16+80AK 67 94 80AK 6OAK 440 12PALM 407 17 PALM 605 12 RNE 403 17PALM I9 27 8MK 8MK 603 12 ME 599 17 PINE 601 12PNE 485 17 PINE 660 12RNE 192 17FINE im 8MK E69 12RNE 669 18 MAPLE 208 95 8MK 8MK 657 12PINE 474 180AK 531 12 PINE 462 1SMK 101 423 80AK 8RNE 464 463 12PINE 72PINE 518 476 180AK 18OAK 687 164 8+120AK B+120AK "2 12 RNE SS l8MK 58 402 B+SOAK 8+8+9+90AK 507 12 RNE i8 ISMK 494 12FINE 117 18MK 2 276 8+94 MAPLE :BAY 481 36 12RNE 12+170AK ill SO 18MK 18PALM 32 12+15+16MAPLE 172 18 PALM 181 9BAY 224 12+9 OAK 626 18RNE 108 9S.AY 109 178 210 12+9 OAK 13 MK 130AK SIT 506 658 18 RNE 18RNE la RNE 232 227 9CUM — 9GUM 229 113OAK 676 18 PiNE 682 90AK 22 13 MK 662 is RNE 522 9MK 23 13 MK fiat 18 RNE 498 9MK 173 13 MK 503 18 RNE 585 9MK GO 13 PALM 419 18PNE 685 9MK 521 13 PALM 70 is PNE 6M 4Ta 9MK 9MK 242 13 PALM 41 1BPINE 417 13 PALM 441 18 RNE 206 89 9 9 MK 9MK SOAK 532 13 RNE 490 18 PWE 624 13 RNE 477 18RNE sm 13 FINE 461 18RNE 4a 9MK 2n 13 FINE IE6 18+17OAK 392 9MK 246 13FWE 627 19 MAPLE 223 9MK 1A/AI\/FR TART F Code Selection Cade ftequiremenfs roposed Standards Justification Land Devebpment Tm—plawmentm8 Pmposedbeesl_78 Dueblheypeof de,A,9de VL6A is1:4 d.-Ibp.-Nt lch fandscaping.5e45on requiresalalge S ArborPmvamns oubdootsbrege space brrental egvtpmenth natposslbb b meet he IA replacement requirementon s&e. 49 9+l8MK 97 9+7BAY 41 9+8BAY 9 9+22OAK 48 Z7 RNE 47 16MK 4 23 RNE 434 16 PINE 81 8BAY B2 SBAY 42 6+4HAY T.Ea MT,-. elk Landscape Designs, LLC ■ Lan&agmA3cLitectme ■ TtePlanning 4465 Gandella Lane Wint"fttk m 32792 PH: (4nn 484-3414 Ps (40n 671-IM4 SUNBELT RENTALS 00"t of Ocoee, Florida Appian Engineering 2221 La Rud &ftm T7 1+kdw Pallr+ P. a2789 (4e71 9eoMU CON9JLIAM LANDSCAPE ARCHRECT CARL J. KELLY JR., RLA REG.#: 0001764 PROJECT NO. IB106.01 DEDONEDBY CJK CHECKED BY CJK L4SlED FOR: 05/02/17 St, Chang, 0� N� SCALE: r-40'-V TREE MITIGATION PLAN LS-02 IwEET02oF04 EIA OCC +.'PIN Eu: ,. PRU �P,R'. 7< �.0 QA(AA/ QUEMP .UQ,S7V. .PR`Il GARe`"I'1�1`�^. �':. .PIN BLL " SN Y 36 CAMP ,65 }I .. �21 (2)65'gal ,2)30 12 30 gal e(2)SS gal (2)3Pgal ( 9a 1L PALM. , CAMPiiOR • 208. 2�4 206 .: ' 9 BA�r }6B gal 225 •to A •--- \ Q 7�+gg O�Bt ` 215' .%214'V �`r2GCAMPH0R', 5�.q., �g O 217 Q a. 101 ' . V RAIy 1?j0AK,W.,WQ 135(. 12.RAItF �" .02 L108 s- i222��AN{: {200 ` .�gI 2�p,�� 7+9'O%1K a2181 °OAK 0O'136 C3 &jj@ {<�. 9E7` �;SjCC 9`RFIN ��Si%-10;CAM1�POR io6 ' o0 9��t- . OR 4 -YZ r6j 223" 2 Okt3 A}�4 20b y� 3��LL�;�� C zhKb' O 186' 134 �t57 P)ei MaG GRA 'jl}65 1 4] 9'DAK 15.P,4L4ilAVA � 20 0AX r s• r i21 27 0/AK A 61) I gal' ° K0 Og - f i <.O 1�2�''140 , Q fiJ9 (2frnA'AB OROaa OAfi( 3 FI,.•I'i S ;1. �7� I C >� 5 1�4�. f. 1' t3�.. ..it I'rly . 50 (iAl�. A n':$ 1 5 ('AE O O.' .. . �4 ,OA1S` - 98 � ( )3 1 <' (! t t I )K98; Pi�(��+'- AA I .� �.. I', I ;6,]CA�P�i.OF1011 6IGdPE1QR ,12 OAK. - O•< 339�s0AK. 105= 88 Al P`` ��O .0 fr ;L i' 1p::.., OII t'$ 15 RA1 C ii 33 �fdm 1N t8 PINT4 I: I ' l ,I !' 12 K I , I O 111. PAi 1450 97 O 89 O° 1 1 e .°Ia i81f1� 1 pf 142 1/��2� �1A�7g� 1.LT4. i- MPHOR 98 S? h 11ff qq1,' I C 9 17I9 pp 11 t En1 1 04 & 41NE I( *41 2I 1.178 111 1 kifS <.:10 :R 146 0 9 De v 1.4AeR�n < ' ' I I "� A,aiOR0R8 CP9 +1L1 O470AK ` • (46) I gat_ , 1 1 O . 1 l a6 1., 8 7B'PALM 19. $1.�A BAUT. 3}3. 486 � 7aKt z &o } . I; -�' , , d �t�� nl fl o ' 1 'l0' RAIN.. Pwve o_MO '. �46 t4631 PINE - 5 ag o Gt AK t70f5aa (��j� P }pR c4)3 6sgar `364'; ' `I ; •,O I-'a'15, �'l O�f-t4CAMPI"{OR RFW, MArbKA' l]O1 'E'462_.QB flAK'° H7 < 5).3 i - 11)65 gaI_ 84t 470t.4 PINE' 161 15 OAK s'.. 26 OAK: ' I d YYpp O. I 34. 0 r +P. '.NQ,R & 472. „ §� �Srxl� e,(� 171: ° a : IPA K' S 10 0 ' 7 . . O. 9 eaN F @� 1.: 12 : PA 4 NE; 8.OAK 8 14A' Y'C1A � Q� Ej, 759' 8+6+GR IN O 12, RAIN OFVBoaOB 6 7 •O (:.' f2B-gal '' 10��•CC�gqMppHpplI�� ' •QUE VIR . 6 , 30 �Atv)PHOR .158 8+8+5. CAMPHt)R ; {}UE Y1R QUE VIP p1 c 1 � � "� D1 Oe � Y °D � •} B � 3ff �A H ' (2) 65 VI L L � 1 E PIA OCC (2) 65 gaI EI AK 385 I (� C0 387 O 8+10+17+2414 MPHOR �VMW CAMPC" I -Y I .M HOj L 8 460 q ID NMI t N 28 OAK (2) N gaI 310 Awo WPINE u tP NE ■ P(�N PINE 0 34 O 294 293 I 3 PN J�INE 1-9 f�J I 95 292 29� 28 INE 280 1 o nn .1- O �a pit w -286 283'OI I A PLANT SCHEDULE TY .; PIN ELL , . PP.'U CAie � s' '2) 65 gal ' •c<y.,.y,-�< 1 (2 UQETY' PINEIi • e (2) j5.pial (2) 30 oat t' `PRU LdR''. PLA DtC . • < '.' � P3N-ELI:r - s PRU CAP,.. . PLA OCC •(2))U300 qal ..(� ' (2) 65 aal ' 30. El . .: .. : .,(2)'G5 gal A'K' . 2)30 Y .. VIB OBO 30 gal < P1 y e' a "12 �� (54)3 gal ..MAG )ssgal.' )t1'CAi PNOR' 1 t1NI�LpF1 O 8.CAMP�HOR ' i o DUE VIP . H) 65 . O 1'i s gar MAGGRA 8'OAK' O a n 10 CAMP}10R` . (gssgal •DUE VIP a I'y 3 •{' 6ki`K OAK 4 (I; 65 gaI, P QUEVIR"(l)65ga1- -MAG. GRA.. (I)65ga1 .. { QUE VIK • (1)G5gal r lac GRA , . , . �• ..1 L765 g I ,MAG�GP.A (IY65-151' GAL-GLA a. e.. aLJ <LA <(P5) 3 gal -LJ LJ D 3 32 I O s O MAG GRA i 12+15+15 MA L G5 gale e 56 - () 043 �. 5 r 37 � P 0E-61PI 3 19AL5I � r66 J" J 6§I O iD h1`�P1LlIItJtAPLB GAcs 1 °3 R - ,71 52 271 ONE 0' 1 PJNE:.18 �IV'1NE _1�fg9A♦2';(2A65g1. L2)ssgal 1 : fX. ?f 41 :�t i� +'1 I:.':, 1 nA 4,- 1 - soD �AIK2v0AK D .PIMIC ' c MT LANDSCAPE NOTES: DECIDUOU5 TREE5 QTY BOTANICAL NAME COMMON NAME CONT CAL 51ZE REMARR5 I. ALL PLANT MATfRIAL5HALL BE FLORIDA GRADE NO. I OR BETTER A55PEOMED WGRADE ACE AUT 17 A- rubnrm 'Autumn flame' 'Autumn Fume' Maple 65 gaI 3 Cal 1 O'-I 2' AND 5TANDARD5 FOR NURSEP.Y PIANT5','PART5 I AND 2, BY 0IVI510N OF PLANT INDU5TRY, LID 5TY 26 Wpzbar abyra.p. Sweet Gum 65 gal 3'Cal 12' HT, 4' C.T., 5' C.5, PLA OCC 30 Plat- ocadentaha Sycamore 65 gal 3"Cal 12' HT. RORIDA', DEPARTMENT OF AGRICULNRE AND CONSUMER SERVICES, AND SHALL CONFORM TAX DI5 39 T..,hum that,h- Bald Cypress 65 gal 3°Cal 12' HT. TO CURREITf AMERICAN A55OCIATI0N OF IJUR5EKYMEN 5TANDARD5 FOR NURSERY 5TOCK', LATE5T EDITION, EVERGREEN TREES QTY BOTANICAL NAME COMMON NAME CONT CAL 51ZE REMARK5 PIN ELL 26 Pmua elh.th' Densa' Slash Pme 30 gaI 2"Cal e'-1O1H 2. IT 15 THE KE5POIJ51BIUTY OF THE LANDSCAPE CONTRACTOR OR DIMIEK5 P.EPRE5ENTATN'r PIN PA2 51 Pm- Paluatna Longleaf Pme 65 gaI 3'Cal 12* HT. 6'$' 5Pd. NOTTHE LANDSCAPE ARCHITECT, FOR THE NURSERY 5ELECIION OF PLANT MATERIAL AND PRU CAR 30 rz- carohn.na Carolina Laurel Cherry 30 gal 2°Ca1 8'-10' H TO ENSURE THE HEALTH AND 5AFE1Y OF ALL PLANT5 5ETECTEO. QUE VIR 35 Quercua v ,,m rla 5outhern We Oak 65 eat 3'Cal 12' M. 3. CONTRACTOR 15 RE 1`045IBLE FOR COMPLIANCE WITH ALLAPPUCABLE BUILDING CODE. FUDVVERINGTREE5 QTY BOTANICAL NAME COMMON NAME CONT CAL 51ZE REMARK5 ORDINANCES AND LOCAL REGULATION5. THE CONTRACTOR 5HALL BE REPOI5IBLE FOR MAG GRA to Magnolia grandrtlora 5outhmm Magnol. 65 VI 3'Cal 12' HT. OBTAINING ALL NECESSARY PEWANS TO PERFORM THE Y,'ORr, SHRUBS QTY BOTANICAL NAME COMMONNAME 51ZE NEW2 1IELD3 REMARKS 4. Tt1E LAND5CAPE CONTRACTOR 15 REPOIJ518LE FOR IN5FECTTON OF D251ING CONDITION5 FEI SEL GAL GLA 13G 39 Fq.a sellovnaw Galphimia glauca Pm-pple Guava ThryaLs 3 VI 39.1 30° ht.x 24'-30' spd., 36" O.C. ° ht, x 24"-30° spd., 36' AND PROMPTLY REPMT114G ALL D15CREFAIJQE AND IMPROPER CONDMON5 (vYET IE55, O.C. O.C, MUCK, DEBRIS, ETC) TO WJD5CAPE ARCHITECT PRIOR TO BIDDING. COLJTRACToR 15 MYR CE4 375 Myna cerrfera Wax Myrtle 3 gaI 30' ht.x 24°-30" spd-, 3W O.C. RE5POIJSIBLE FOR 501L ANALY5I5 PRIOR TO INSTALLATION OF PLANTINGS, AND 15 Pw FOY e Plumbago aunMata 'Royal Cape' TM Cape Plumbago 30.1 24"-30' ht. x 24'-30• spd., 30' o,c. RE51`0145113LE FOR ALL 501L AM400MENT5 TO CONFORM TO SPECIFICATIDN5. RHA ALB 59 Rhaphlolepia rd.w 'Alba' Whmte Ind.n Havrthorn 3 gal 15° 24" ht.x 1 B"-24" apd., 24' O.C. 5. ALLTREE5 ON 5NE 5HLULD BE 1115FEMO ANNUALLY AND AFTER ALL WORM EVEIITS TO VIB 050 G04 Viburnum of,,-trm Walter's Viburnum 3 gaI 24' ht. x 24'-30' spd.,3D° O.0 ENSURE THE HEALTH AND 5APEIY OF ALL TREE5. GROUND COVER5 QTY BOTANICAL NAME COMMON NAME CONT FIELD2 flELD3 REMARKS G. THE LANDSCAPE COMPACTOR.5HAL1_A000AIM HIMSELF MTH ALL CIVILDRAVANG A5 THEY VIA VA3 21 66 D-0. -It. 'Vanegated' Vaneoated fla Uly 1 gaI 12'- 1 5'ht., 5-6 PPP: 24' O.C. RELATE TO PAVING SITE GRADING, AND ALL LrgtME5, LINCWOING WATER, SEWER AND ELECTRICAL 5UFPLY) TO PRECLUDE ANY MISUEI: ND5TANDING AND EIJ3LIRE TROUBLE FREE 50D 4 M15CELLANEOU5 ITEMS INSTALLATION. THE EXACT LOCATION OF ALL EXI5TING 5TRULNP.PS, UNDERGROUND U ILME5, MULCH M. Pme Bark Nuggets 50D PaapM- notatum-Bah. Sod IXISTNG UNDERGROUND SPRINKLERS AND PIPE MAY NOT BE INDICATED ON ORAV/ING5, THE CONTRACTOR 511ALL CONDUCT 1­115 WORK IN A MANNER TO PREVEIFF INTERRUPTION OR DAMAGE TO IXI5TING 5Y5TEM5 WHICH MUST REMNN OPERATIONAL THE CONTRACTOR 5HALL 20 PROTECT UTILITY SERVICES WHICH MU5T REMAIN OPERATIONAL AND 5HAll BE RE5PON51BLE 2e FOR THERE P.EPLAMWENT IF DAMAGED BY HIM, % OO ALL1{ RLAR N TRIM �ST FOP. (O.00C.) SPACING. 9 lA 7, ALL MALTING BEDS 5HALL RECEIVE A 3- LAYER (I' OVER ROOTBALL) OF MINNIE PINE BARK NUGGET MULCH, + + 8. IN THE EVENT OF A CONFLICT BE(WEEN QUANME5 Ott THE PLANT U5T AIJD THE PUNS. THE PLAN 5HALLTAKE PRECEDENT. 15" MIN. SETBACK FOR SHRU55 12'MIN. SETBACK FOR GROUNDCOVER5 CURB OF PAVEMENT/ IN. SETBACK NOTE: THE PERIMETER OF ALL CURVED FLAMING BE05 511ALI BE PLANTED WITH A POW OF 5HRU85 A5 SHOWN IN THE PLANS AND AT THE SPACING 5HOWN IN THE PLANT + 1_15T. INTERIOR PORTIONS OF EACH BED SHALL BE PLANTED AT APPROPRIATE 5PACING ACCORDING TO TH15 PLANT 5PACING DETAIL. PLANT SPACING DETAIL n eu le. KTA-- NOTE: CONTRACTOR SHALL MULCH, 3- MIN., I" OVER A55URE PERCOLATION ROOTBALLTYP. OF ALL PLANTING PTT5 PRIOR TO I1,15TALLATION 501L BERM TO HOLD WATER G' MIIN. PREPARE PL WTING 501L A5 SPECIFIED SHRUB DETAIL a eolra VITA__. t40 IiCOIDAW. TTP. CN 6TRAPP Krr UITH WILL 15EW TO 410.D �O 11AGE WRE, wr TO "Tex i" TIT. _.. i TIg140E6T TW41 AT CBAnR TRPS! 2%4"' 6TA%Zb a eoWit.CRI ' r RACMR " Ali � e"ALL � A(1LC PFR6 ' clxm ccu lie ITIOR TO H6TALLATICH 15=112R6 6,41,10 MULTI TRUNK TREE DETAIL - n 5-1., KTA rSd1 2\ 1 CID 13 O1 10 �1 M&& =VIE Landscape Designs, LLC ■ IaadecapeAxriJitedum Site 1316nning 4465 Qalaidia Lane Winter Part FL 32M PH: (407) 484-3414 Fm (407) 671-1604 FRD EQr/'1•D dld'Si SUNBELT RENTALS City of ODOee, Florida Appian Engineering 2221 L" R"d slur n Wlntw Pnd4 FL S2719 \ \, (407) 960-01d6 \ CONBLLTANTS \ ` LANDSCAPE ARCHITECT CARL J. KELLY JR., RLA e'" e NTLCN eTlwre� Iar LUTrA cU,7°m 6 cb -3- I5MC GUWA Ia1W �. p0 OU e 6 WT. PL46T(G FLAG UHLTE M-A6TIC A-Ar Aeove rysLv. FT.erA A a4'-' Aeon: GtrMINDArto, rrTT r. (a11AP L=Anau IALL, OvEle � F0,1164EA GRAPE. 60(L MERE TO "OLD CATER, 4' TTP. FFd2T•AIaE Fi.NAtrYa CGNrK4=aR 694.1. r 501L AS 5F£CF OF ALLrLAAAre MOR TO WTALLATICTA •' CLEAN-COLRaC o/1l.OElm afAD LARGE TREE DETAIL 4 6e.le. NT.6. 3S-v REG.#-. 0001764 PFKXErT NO, 006.01 OESIGNED6Y CJK ORAHN SY CJK O*CKED BY EN DAM 01/05/17 ISSUED FOP: 05/02/17 Site Changes m 0 FT 20 40 North SOAL& r-40'-0' LANDSCAPE SITE PLAN LS-03 I a,�ET03 QP 04 ■ QUE VIR PIA OCC PRU CAR LID 5TY PIN ELL 0 Q 650 279 (2) 30 gal 5 gal (2) 3 al 647 _ - 12+13+13 CAM" =M R_ +ia _. b n�E.. J e / ;? 24 MAPLEQUEVIR� I o`�1,zfrP Flr �p P�zS 11�i, I h / 10+L2 CAMPHOR CAMPH 274 (1)G5gaI : Ff�3 zY� TAX Dls 76 27 OAS rAX D15 �R/3 1b4 CSL PAz b(1�?C� ���c �� Uc 65 0�1 2�5 ss �a ' i R - , . "(- r" Q (I > aI ri L�gaL — 9 RAIN 27-�`rR�1`--i _� ���J o�lv(Jc�ov���Uo PIN PAz 15 OAK —1 3 1 A •C�1,_ rC '��`;C>�,yLfv'_''C�� 2 s 1 C) _J2�r_5-0b_� �� MKI ACE AUT (I)65 gal .6J 1�1� c�U�CZ� i� p�C7C_� ,\C 2��>o��( may/ )� i PIN PA2 yr t % S rl li )�- (2)65 gal 15 l„i U�(Jut'"�oG�JL)C>UC��U`-� AL �J 0 0 `k`3cCU o c 27 A L? U pU o0)oTQ S�EgUc�,97 _ a, 5 a 1 2) 65 - j Iry �c ivf�-�,'� L.i � ! )(-� ��1fi p a o 0 ��o�JD o"J� .U�C7UC5D� o -, �o�V� ( C r CI- Zc-i X-J, 3a O o �7 G U O I%t�k�^ R( r 7, `r 6 6 O Uc�vc�oO��'� ) Z c , gal 1 685 Kga1 9 OAK7C6. M 0 15 �� �_ 684 _ I galgab { 1r .. P A2 ', o��O_�• G �o�, ��l���i��JC�)j�Uticv g1ri11-�:,�t2 �jn�)D(G�U�c- 13 PINE � d L�Oqc C C r FYI s gal 6 8 r ACE AUT 18 PALRX5 91 r r �l r PIN PA2 l r (2) 65 gal IWmy r r I < gal 689 r I Q TAX DIS FJ ; 14 PALM 3) 65 gal r gal PIN PA2 r (2) 65 gal r 629 569 r O r O 12+12+12 CAMPHOR r ACE AUT 10 OAK 568 1 -L5 ..OAK (I)65ga1 0567 r gal 10 628 p 10+10 CAMPHOR r 0 I 0 586 10+10+7 CAMPHOR r 18 MAPLE PIN J 622 1� PINE r 670 (3) VE Cfp�pp MMPINE 15 OAK 585 " 83 570 566 456 455 r '12,9al 10 OA14301 19I20 LOAK 587 dbF'��( O 14+1 572 2p� 1 c�314C O 45 ; IQ-15 MARL ?�+� APLE T EEIII 619 O 618 ,F� 563 5 '� K �~B73 12��py 9 AK; ' 671 432 z IN 19 PINE580 1 9 4® 533 r 17 PINE617 (D 561.. 552 9+9 CAMPHOR r ea MAPLE O 428 10 OAK (SIN. 1 • C){ 06160 131 IIPJEAL 576 f 5?& OAK 458 142fINE I 49 596 619�6���jORp 15 OAKS�OA 5 4 K O 5370 28 CAM HOf� p A 4 • INE ppO "I OAK4 OAK r Az MEPINE 429 593(6R,f1 2CA R O r Ugal O 425 O 0 07 19 96� 18 OAK 539 15 OAK r gal 011 #E 10 OAK TA) „ PIF 94. �q�� W O 546 544548 r 46 A 0 a PIN_ a �95� �$� t&� OAAo 10+1��PLrC42 �51 ID = _ K 11-GB OAK ; 28 �� 547� + - 20 OAK 03 1325 g r a ( . - 1 - - 4 A y. � - �w O 3 5 C) 608 / 611 0 332 33140 30 31 Qy 1 P NE s d - 2 7131 1E 6QD 610 23 OAK 334p 14 333� 960JIM2 NE ; F — ��� II 3 5 QD 34342 3 ffi 15WrE C) O 12 PINE r 9 OA ]@17�9j1� 8 OAK 357 345 1ITLM1tECAMPHOR 329 18 PINE308 30 3 r < 378 C ^ iKi19 PALO O 18 OAK r TAX D15 401 ACE AUT TAX Dls ACE Aur O 373 4 OA �53 13 OO 013 P INE r r (2)G5 (2)G5oal (2)G5gal (I)G5gal 15 PALM 143�'!j1? 356q) ®A 341 336 3143051 Y1 95 [� r 410 394 0 379 36 354-j;5q K14! ° 12 PING O r ( 6+8 OAK597 391 372 171 f#11N�1 lb 3117GPI02 � If 9 r Oy e 393 C) 16 PINE O 368 0 34028 OAK 10 AK� • P 61Q 499 . p6711 j 12 OAK 19 PINED 395 114T"a O 4'NNE381 383 384 1 �)AK 365 367p 352 3485 � 7a D EX� 369 (Q �A� 3 339 338 337 311 3 N r 396 24 OAK 388 - A'omM"E O 382 pp 3�� ?/d O -e--- 18 PINE r _ A}(rg ¢ j�f r D A g 'q 6 OAK 351 8 OAK 19 mAI�INKOAK 3 r r PLANT SCHEDULE DECIDUOU5 TREE5 QTY BOTANICAL NAME COMMON NAME CONT CAL 51ZE REMARK5 ACE AUT 17 Acer rvbrvm'AuNmn Flame' 'Autumn Flame• Mapie G5 gagal 3"Ca1 10'-12' UQ 5T' 26 Uqu dambar styraaflua 5wre b Gum 65 gal 31Cal 12 HT 4' G.T., 5- C.S. PLA OCC 30 Plata— o dentahs 5y-more G5 gal 3"Cal 12' HT, TAX DI5 39 Tax-h— d,stchum Bald Cypress 65 gal 3`Cal 12, HT. EVERGREEN TREF5 QTY BOTANICAL NAME COMMON NAME CONT CAL 51ZE . REMA.RK5 PIN ELL 2S Pmus ell o�i'Densa' Slash Pme 30 gal 2'Cal b -1-10' H PIN PA2 51 Pnus palustns Longleaf Pme 65 gal 3'Ca1 12' HT. 6'-8' 5pd. PRU CAR 30 Prvnus raroim,aeu Carolina Laurel Cherry 30 gal 2'Cal 8'-10' H QUE VIR 38 Quer hrgmiana Southern Live Oak 65 PI 3'Cal 12' HT. FLOWERING TREE5 QTY BOTANICALNAME COMMON NAME CONT CAL SIZE REMARKS MAG GRA 10Magnolia'--i lora Southern Magnoha 65 ga1 3"Cal 12' HT. 5HRU55 2i1' BOTANICAL NAME COMMON NAME 51ZE FlELD2 PIEID3 REMARK5 PEI SEL 136 fepa sellornana Pineapple Guava 30.1 30" ht.x 24"-30' spd., 36" O.C. GAL GIA 39 Galphimu jb— Thyalus 3 gal 24"-30' ht. z 24'-30° spd., 3G" D.C, MYK CE4 378 My— —fera Wax Myrtle 3 gal 30'ht.x 24"-30' spd., 3G' O.C. PU) FOY 8 Plumbago aunwlata 'Royal Cape' TM Cape Plumbago 3 gal 24° 30' ht. x 24"-30' spd., 301 O.C. "A ALB 59 Rhaph o!epis nd ra 'Alba' White ind,an Hardhom 3 gal 18" 24' ht.x 18° 24 spd., 24' O.C. VIB 080 G04 V burnum obo atum Walter's Viburnum 3 gal 24, ht, x 24 -30' spd.,30" D.0 GROUND COVERS QTY BOTANICAL NAME COMMON NAME CONT FlELD2 FIELP3 REMARKS MA VA3 21 6 D,-11a revoluta ' Vanegated' Vanegated Flax Uly 1 gal 12'- 15ht., 5-G PPP• 24" O.C. 50D E MISCELLANEOU5 ITEMS MULCH Mn Pme Bark Nuggets 50D Paspalum no .tum-baha Sod I / I 1 I I I I N 80°07'40 L+ 290. 72' I I I 691 8 TALLOW I 'y r 1 CSJ . W j ----........* ;1141 L w r I TA U r (z) 410 678 r 12 677 O r p 18 PINE r Did r ■ +�=:Y Landscape Designs, LLC ■ LandeapeArchRoctum ■ 01ho Planning 4465 l3abricaLace WWm 3?a*, FL32792 PR (4G7) 484-3414 ft (407) 671-1604 FR4JlrrAFD0RER SUNBELT RENTALS City of Ocoee, Florida Applan Englneering 9221 LN Rud edn 17 Wtdr Park FL 32782 yin W-aw LANDSCAPE ARCHITECT CARL J. KELLY JR., RLA REG.#: 0001764 DES G\ED BY GJK DRAM SY GJK CFEUMBY CJK DATE 01/05/17 MAD FOR: 05/02/17 Site Chanags 1 u 1w OFr 20 M North SCALE r-4W-O' DRAWNGTn1E LANDSCAPE SITE PLAN & PLANTING DETAILS v A A I .. Sc <3e:r r w ;`. �vzs',.11� a.. •�f- .. ` • v _A. ' I � r 1 I ° I I � i° ( I `i I � � �`�—' —r��—' —} ..� ul • ,I J 11. I l "' In W tll ° — — — :moo ' < ) 1 1 �1 1 1 U' �1 �1 1 1 1 1 1 1 1 1 1 1 1 1 •5 1 1 AK 1 385 1 � 1 387 8+10+17+ 1 I'MIK CAMPHOf 1 a4 H OI 1 1 1 8 1 460 ID 1 28 OAK 310 P i OIZ)$'INE ^ ^'"'F9 16 PINE P I.IC ■ II 1 r - I 1 1 r- I i Ip 3 O 294 293 ]ME 15 )�1 ' 95 292 k0 PINE 280 p 29 287 B,1 A$ 0 K IRRIGATION NOTES THE DRAWINGS ARE TO BE CONSIDERED DIAGRAMMATIC, A5 IT MAY NOT BE P055115LE TO 1) ACCURATELY DEPICT THE EXACT LOCATIONS FOR ALL MATERIAL, OR ANTICIPATE THOSE IN -FIELD VAKIATION5 WHICH MAY REQUIRE ADJUSTMENT ON SITE. THE INSTALLER SHALL BE EXPECTED TO MAKE MINOR MODIFICATIONS WHICH MAY BE NECESSARY TO MAINTAIN COMPLETE AND ACCURATE COVERAGE, WITHOUT DEVIATION FROM THE DESIGN CONCEPTS OR INTENT. THE FINAL LOCATIONS OF ALL MAJOR EQUIPMENT, SUCH AS CONTROLLERS, VALVES, SUPPLY CONNECTIONS, MAINLINES, ETC. SHALL BE DETERMINED IN THE FIELD, U51NG THE DRAWINGS AS A GUIDE, AND APPROVED PRIORTO INSTALLATION. 2) ALL WORK SMALL BE DONE IN ACCORDANCE WFFH FREVAILING-CODE5 AND REGULATIONS. ALTHOUGH DUE DIUGENCE HAS BEEN EXERCI5ED IN THE PREPARATION OF THE DOCUMENTS TO AVOID CONFUCT5, THE RE5PON51BIUTY FOR VERIFICATION AND CONFORMANCE TO THE PARTICULAR CODES FOR THI5 LOCATION SHALL REMAIN 50LELYTHAT OF THE IN5TAUER THE INSTALLER SHALL OBTAIN ANY NECESSARY LOCATES, PERMITS AND INSPECTIONS. 3) ALL WORK SHALL BE CLOSELY COORDINATED WrrH THAT OF OTHER TRADES, IN ORDERTO AVOID CONFLJCT5. THE INSTALLATION SHALL BE COORDINATED WITH ALL NEW AND EXISTING IMPROVEMENTS, AND WITH THE ACTUAL BEDUNE5, 50D UMTT5 AND PLANT LOCATIONS. 4) ALL MATERIAL AIJD LABOR REQUIRED TO PROVIDE A COMPLETE, OPERATIONAL, AND FULLY GUARANTEED SYSTEM SHALL BE CONSIDERED PART OF THE WORK, WHETHER OR NOT THEY ARE SPECIFICALLY INDICATED IN THE DOCUMENTS. 5) UNLE55 5PECIMCALLY STATED IN THE DOCUMENTS, ALL MIAINUNE PIPING AND WIRING PASSING UNDER PAVED SURFACES SHALL BE SLEEVED WITH 5CH. 40 PVC, SIZED TWO SIZES LARGER THAN THE CONTAINED PIPE, OR I I° OR LARGER AS NEEDED FOR CONTROL WIRING. LATERAL PIPING PASSING UNDERTRAFFIC-BEARING PAVEMENT OF ANY WIDTH, OR UNDER SIDEWALKS 5' IN WIDTH OR GREATER, SHALL BE SLEEVED IN A SIMILAR MANNER. IT SHALL BE A55UMED THAT ALL 51ZEVlNG 15 TO BE PART OF THIS WORK, UNLE55 SPECIFICALLY EXCEPTED IN THE DOCUMENTS. ANY NEEDED SLEEVES WHICH ARE UNU5A5LEOR CANNOT BE FOUND SHALL BE REPORTED IMMEDIATELY TO THE PROJECT MANAGER ROADWAY/ORIVEWAY SLEEVES ARE SHOWN ON THIS DRAWING. SIDEWALK SLEEVES ARE NOT SHOWN, BUT ARE UNDERSTOOD. GJ THIS INSTALLATION SHALL BE 5UPPUED BY RECLAJMED WATER. THE WORK SHALL INCLUDE ANY AND ALL MATERJAL5 AND METHODS REQUIRED FOR THE APPROVED INSTALLATION THEREOF, WHETHER OR NOT SPECIFICALLY INDICATED WHETHER OR NOT SPECIFICALLY INDICATED IN THE DOCUMENTS, INCLUDING THE INSTALLATION OF ANY REQUIRED WARNING 51GNAGE. I 7) CONTROL WIRING SHALL BE ROUTED WITH THE MAINUNE WHEREVER POSSIBLE. LOW -VOLTAGE WIRING SHALL BE UF@I4-I PVC JACKETED, 51NGLE CONDUCTOR CABLE, COLORED RED FOR 'HOT' WIRE5, WHITE FOR VALVE COMMON, AND BLUE FOR SPARES, A MINIMUM OF TWO OF WHICH SHALL BE RUN FROM THE CONTROLLER LOCATION TO THE FARTHEST ZONE VALVE IN EACH DIRECTION. WIRES SHALL BE INSTALLED WITH ADEQUATE SLACK AND 5URGE/EXPAN51ON LOOPS, AND SHALL BE 5FUCED ONLY IN VALVE BOXES, U51NG 5FEAP.5 "DRI-SPLICE' WIRE CONNECTORS AND SEALANT, OR OTHER WATERPROOF TYPE, IF PRIOR APPROVAL 15 OBTAINED. 8) ALL HEADS SHALL BE OF THE PROPER TYPE FOR THE PLANT MATERIAL WHERE LOCATED, AND SHALL BE INSTALLED IN THE PRESCRIBED MANNER, PLUMB, AND WITH THE PROPER HEIGHT WITH RESPECT TO GRADE AND PLANT HEIGHT. ALL HEADS AND OTHER EQUIPMENT SHALL BE INSTALLED WITH ADEQUATE AND UNIFORM CLEARANCES FROM ALL PAVING, CURBS, SIDEWALKS, WALLS, AND OTHER OBSTACLES, 50 THAT DAMAGE TO EQUIPMENT DOES NOT OCCUR DURJNG LANDSCAPE MAINTENANCE OPERATIONS. ALL 5PRINKJER5 SHALL BE ADJUSTED TO OBTAIN MAXIMUM COVERAGE OF PLANT MATERIAL, WHILE MINIMIZING OVER5PP.AY ONTO WINDOWS OR WALLS, OR OTHER IMPERVIOUS SURFACES, PARTICULARLY WOODWORK AND/OR TRIM. 9) EACH CONTROLLER SHALL REQUIRE A STANDARD 120-VAC POWER FEED, WHICH SHALL BE COORDINATED AND HOOKED UP BY THE INSTALLER OR HIS DESIGNATED ELECTRICIAN. A 3-WIRE POWER INPUT SURGE ARRESTOR SHALL BE PROVIDED ON THE POWER FEED, AND A DEDICATED GROUND ROD OR PODS SHALL BE INSTALLED, WHICH PROVIDE A P.E515TANC-E OF NO GREATER THAN 10 OHMS TO EARTH. 1 O) EACH CONTROLLER SHALL BE EQUIPPED WITH A PROPERLY LOCATED AND INSTALLED RAIN SHUTOFF DEVICE (MIN(-CLIK 11), WHICH SHALL BE LOCATED IN SUCH A MANNER. 50 THAT IT 15 UNOBSTRUCTED AND DIRECTLY EXPOSED TO NATLRAL RAINFALL AND 5UNUGHT FROM ALL DIRECTIONS, BUT NOT TO RUNOFF WATER FROM ROOFS, ETC. 1 1) THE MINIMUM SUPPLY REQUIREMENT FOR THE SYSTEM AS DESIGNED 15 G5 GPM AT 55 P51 12) THE INSTALLER SHALL BE EXPECTED TO BE FAMILIAR WITH AND FOLLOW THE INSTRUCTIONS CONTAINED HEREIN, ON THE DRAWINGS. IN THE CONSTRUCTION DETAILS, AND IN THE WRITTEN SPECIFICATIONS. SHOULD A CONFLICT BE DISCOVERED WITHIN THE DOCUMENTS, HE SHALL IMMEDIATELY NOTIFY THE PROJECT MANAGER. AND REQUEST CLARIFICATION. J ARRESTOR CONTROLLER WBM HIDD i &1 \ TOP OF MULCH 1/for M RC PUSH M OE \ seise TOP OF {R3.BH\ F 1 . I \ �� PVC CONDUK 1/2' FLEY. P.0 PVC TEE 1/Y F1C ST (AM COOP ) (UYCfH AS FWD) SIRFEi ELL \ RC TEE GROUND ROD P,C TEE \ 24V µ�RLNG TO VALVES P01YER rM2___'11_-;uNT PYC UTEAA ENE ITC LuER4L LEE t/Y:1 R' FLEX PVC I Y C PM a SIfOET OV WWNG (AVOD ROOT BW.S) ELL CONTROLLER TREE BUBBLER HEAD 6" POP-UP SPRAY HEAD -12" POP-UP SPRAY HEAD (ILL YrAfNG 61V11 C@60R4 M ELELTWW. CODES) (DO MOT USE ME LNUD) . (Do — USE SSE NLED) T \\� 24:,c I \ r I 6 141 1 ® 8 Y CITY NOTES I . Developer/ Contractor shall cooramate with Utilities Department for water conservation inspection of plumbing and Irnagation system by calling 407-905-3 159. 2. This project, mcludmg both horizontal and vertical construction, shall Incorporate WaterSen5aTM plumbng fixtures and Energy Star® appliances as required by Chapter 175 of the City of Ocoee's Code of OrdmanCe5. LETTER OF CERTIFICATION OF THE DESIGN FOR AN IRRIGATION SYSTEM 1, Carl J. Kelly Jr., certify this design Is consistent with the requirements of Chapter 175. License# LA00017G4 3/4'08` ETD( PLO FHlOi fFAOE I'M TEE \ — /4 PN ST \ SiTEE7 Ea PA UEERAL WE J POP—UP ROTOR HEAD AL1E RMz Kvuvls, 9" AS C-900 Pr FNPZ. OR DUMLE FM PPE ICU_ ALSO BE C44DE CDNSDMM IFPROPEELY SUMMED FOR MPRlh4L CODE DEPTH, F (WATER) ML Landscape Designs, LLC ■ IandxxpeArchhoctm ■ SitePlannIDg 4465 Qandi Ma Lae Wtntee Fark FL32792 PA: (4" 484-3414 Fin (4n Gn-1604 PFIOJWTA DON8i SUNBELT RENTALS Cityof Ocoee, Florida Appian Engineering ' 2221 L.aa Road suh % Wlntw Puk FL 32780 Y (407) W04M CONSULTA.4i8 �z r " � � LAt08CAPE ARCHITECT --- CARL J. KELLY JR., RLA W__ 6' PEA ama PVC Ukw f2E ST RC TEE ELECTRIC CONTROLV,ALV/gEvu RM R�Y1 W RCU D IV P,C amw �) n WE MW DEEF]iI .CNTS - I� RO WIN UIE Pk M/A5 cLDJFx Ax0 PwER) TRENCHING DETAIL SLEEVING DETAIL ISOLATION GATE VALVE (DiT CODE DEPDi ' IF GREASER) I (REOUDtEMENiS VA - CHECK Coo -) REG.J: 0001764 PROJE.T NO. 16106.01 C7fL1®BY CJK DATE 01/05/17 IS ED FOR 05/02/17 Site Changes m OFT 20' 417 North SCAM 1-40'•e• DR415TVGlnLE IRRIGATION SITE PLAN DRARMNUMBET IR-01 ma:7 01 OF 02 24 MAPLE 2760 27 OAK r L-----_ -- o2-75 15 OAK x n 401 410 0 6+8 OA11397 O O 394 393 391 39 511 ql�]NE381 n 678 12 OAK 19 PINED INE 0 396 24 OAK 388 1-A4.1p,+_t�0101E O 0 18 PINE J 569 629 0 O 12+12+12 CAMPHOR 10 OAK 568 628 010+10 CAMPHOR O 586 10+10+7 CAMPHOR 622 1q PINE (�0 6 PINE 15 OAK 585 587 �68 83 50 14+1 566 572 45�145tP�F#K 0 4 20 OAK p 4 p� 17 I 619 O 618 7 O & �P 563ty 5 + J4®~573 0 12 BA� 9 19 PINE580 ZJ9 5 17 PINNE61176116 0131�,#LALM561-- 5525940(�liir�4 9+9 CAMPHOR 61-0 LP_ TFrt'kPt KOR . 576 1 6 o K OAK 5370 458 . 596 0 6 57 15 OAKS OA1W5 0 28 CAN o 8n OAp4 OAK 2 CAPWgbR 0 18 OAK 15 OAK �15 8 3319 g l� �59aA,g 0 539 5460 544548 �8 11 0/00 10+1 ��A4�.P05 547051E ! 11-CS OAK r 20 OAK ,,��,,���� /. {. 0 3 5 O 19 0<tCQ 611 0 142PA31 03 � 325FI318 3Y , PI�6 610 23 OAK 334 333 , I F J% � 6 ;5� p 0 �a7lr�e �621 361�n`i1 HV11 344 343 Or�gqpp�iqE O 8 OAK 345 � 342 331b FI Vt" O 12 PINE 30 378 g 357 0 1t0°I12ECAMPHOR 329 18 PINE3080 O 3T 4� PALN0 353 13 O 18 OAK �, 15 PALM 143g 356�166 qA��K 341 336 3143051 0169PINE 37206 Z1�1 P71W 3680� INE 3Oj012 P34028 OAK 31b7�'o 2Pq 0P, 383 38$ _ 1 71AK 365 3670 352 348 IQ 00 9 09 3� ' O �3f} pnNl�r _?39�338 3- ?tv 31i �s3 13-` °'j6 OAK 4 II 351 8 OTAKlj _-_ 19 01WIWKOAK 3 46 28 E I F E 34 E C �N i � 97k 17" � ■ IRRIGATION SCHEDULE 5YMBOL ® Turf Spray G.0' Pop -Up Sprinkler with Co -Molded Wiper Seal. Side and Bottom inlet. 1/2' NPT Female Threaded Inlet. Pressure Regulating. With Non Potable Purple Cap. Ram Bird ) 804-PPS 8 5enes MPP. 5 Turf Spray opup with pressure regulator. Ram Bard 1804-PR5 8 5-es NIFR I Turf Spray 4" popup mth pressure regulator. Ram Bird 1804-PR5 10 Series MPR G Turf Spray 4" popup :+nth pressure reguator. ® Ram Bird 1812-PR5 15 5tnp Series 217 Shrub Spray 12.0" Fop -Up 5pnnNer with Co -Molded Wiper Seal. Side and Bottom Inlet. 1/2' NPT Female Threaded Inlet. With Pressure Regulatng D-,-. Ram B,rd 181 2-PK5 15 Strip Series 14 Shrub Spray 1 2.0' Pop -Up 5pnnlier with Co -Molded Wiper Seal. Side and Bottom Inlet. 1/0 NPT Female Threaded Inlet. With Pressure Pegulatmg Device, Ram Bird 1812-FR5 10 Series MPR 13 Shrub Spray 12.0" Pop -Up 5pnnkler with Co -Molded Wiper Seal. Side and Bottom inlet. I/2" NPT female Threaded Inlet. With Pressure Regulating Device. Rain Bird 151 2-PR5 10 Series MPR G Shrub Spray 12.0' Pop -Up 5pnnNer mth Co -Molded Wiper Seal. Side and Bottom Inlet, 1/2' NFT Female Threaded Inlet. With Pressure Regulating 0— Ram 5n-d 1800-1400 Rood 2G7 flood. Bubbler on fixed user MANUPACTUREF4MODEUDESCRIFnON QTY ARC P51 GPM RADIUS Ram 0-1 18OG-PR5-NP 15 5tnp 5enes 22 CST 30 1.21 4Y30' SYMBOL MANUFACTURE.R/Iv10DEUDFSCRIFTION QTY S Y Ram Bird 3504-PC-NP I if Turf Rotor, 4' popup, adjustable and full circle, with non -potable cover ` Y Ram Bard 3504-PCNP 47 Turf Rotor, 4° popup, adjustable and full orcle, with non -potable corer Y Ram e;rd 3504-PC-NP 53 Turf Rotor, 4" popup, adjustable and full circle, with non -potable cover Y Ram Bud 3504-PC-NP 18 Turf Poter, 4' popup, adjustable and full circle, with non -potable cover SYMBOL MANUFACTURE9/MODEUDE5CPIP10N QTY Ram Bard PE5B-PR5-D 13 1', 1-1/2'. 2" Plastic Industrial Valves. tow flow Operabng Capabddy, Globe Configuration. With Pressure Kegubting Module, and 5avbber Technology for Reliable Performance in Dirty Water Irngabon Applicators. Nib- T-1 13 5 Class 125 bronze gate shut off valve with wheel handle, _rue— - pipe dameter © Kam Bird E5P-UMIE (2) 1 Mast' -11 mount controller with 8 to 48 stabons adjusted modularly m four station ne,emerts, w;th 5M4, 5M8, and SM 12 station modules. Supply number of stabons as - re'l_d for project at one station per .1— ® Ram Bird R5D-13EK (2) 1 Pam Sensor, with bracket, extension wire 0 Water Meter 2' I RE-U5E METER Irngabon Lateral Lne: Polyethylene and PVC Class 200 I G,040 Lf. Polyethylene 5DP-7 up to 1-1/4, then FVC Class 200 5DR 21 for 1-1/2' and larger. Only lateral tranaibon pipe sizes 3/4' and ab-. are mdicated on the plan, mth all others bemg 1/2' in a—. — — — — Irngabon Mamhne: PVC Cass 200 5DP 21 3,905 I.f. Pipe Sleeve: PVC 5chedd1 40 719.1 Lf. Typwl pipe sleeve for Vbon pipe. Pipe sleeve sae shall allay for ,at,on piping and their related ccuplmgs W easily slide through sleenng matenal. &tend sleeves 18 inches beyond edges of pawng or constructor. vine raAm Vai- N—bar VoM Fbr V VaM 5 NOTES:' 1. ALL FIFE SIZES SHALL NOT EXCEED A VELOCrrY OF 57 SEC. 2. USE 12' POP -UPS IN GROUND COVER BEDS 3. ALL HEADS SHALL BE MIN. 4' FROM PAVED SURFACES 4, USE PKE55UP.E COMPENSATING 5CREEN5 (RAIN BIP.D FC5-090) TO ADJUST NOZZLE RA.DN5 WERE NECf55APY 180 30 0.52 8' 90 30 0.2G 8' 180 30 0.79 10' CST 30 1.21 4'x30' EST 30 0.G1 4k15' 180 30 0.79 10' 90 30 0.39 NY 3GO 30 0.50 V F51 GPM RADIUS 25 0.54 15' 25 0.77 20' 25 1.40 2T 25 2.97 3 V 04", Landscape Designs, LLC ■Undscape Ar6hoctom ■ Site Planning 440 GabtMa Lt a Winton Pak, FL32792 Nk (4" 4g4.3414 Frc (" 671-16M SUNBELT RENTALS city of 00086, Florida Applan Enalneerinp 2221 Um Road Su t. n Wkdw Park, FL 32M (4M Po -UM LANDSCAPE ARCHIMOT CARL J. KELLY JR., RLA REG.j: 0001764 PFaWTNO. 006.01 (iEQ®RY CJK DATE 01/05/17 055//02/17 Site Changes DfW5T10SC/LE m OFr W 40 North SCALE r-40'-01 DR45Mn1LE IRRIGATION SITE PLAN DR4NW NUM31M IR-02 j4 stiroxis--rvsmg N nYlo'32' 4a) I, dsowls' Et') (lie) 256n]3' � H M'ta']2• Fja) N Bsm'la' F(F) 6Jd46' ,� I I / POB x aYm•lo' E sraea• POB 11 x eslo7z• E(q) 1 N E9'm'ta' ono rr 1 I ElST ¢id, Hw 1 E e� SIXmIsaacnw 1M1wRn1 1/A b ^ J1 E 3 GL N erla72• Ga) N 89'at' E(r1 $ v EJ 3 0 7.&SSS AND EXCEPT � OCOEE 61M,NESS PARK PARE I (P.11SWICS137-135) RW 1:4bd aCA/F1]n d /Im]e4 t>a ry844ws,3i-ieJ RB,n 1 �n stj IL pd 0w n gj%sd 14 t� N.++O; Jsarmx 1PE ,s- x .c4enr E rus-racf ��I 2wz4Y s selele x m �_uanx uuc N 8g'OB'10' E P-ap) s ma'+ ,o-nas-wa x eam',o' E PsnT:' 1731.14' N B9•b2'49' x svtrse E(o) r sumfNE_ait 4F_ cs, m• TaBCNW � usacrn� a nR,wco .rs 1 11 _w D=94.48'ZB' a=Jrfe'm• ' R=76B.27'� (07f(R=>ii�Y <L-4msY c~cd L=4B6.74' \ a�j C=458.60' CR=3 17 42'09' E \ a7'1a'o3' 8=>2t ter 1 VACANT may, ply L=+rise' C--461.J1' Q (GXnM4 2>d62t ACR£5) GB=6 I655'S9' E ALSO ISSS AND EXCEPT \ . f P'b:/1 \ \ g P-ne W iAn a1' `�Jm s ti 10'IC w ISnOo'(a) x6?M !B� o.n-117$PG I611 M1ARn1 ,BE 0.R.sSs4Pa,ols Bdidla' rta) s BfaeVe' (O f95nY s w\ $ � P-m „e s B906P6' w 449.es'(T s u y FI ie rx 4's4• _n, F-, m) �3' ar rarr , n•P' S B9'OH'06' W ax. axfocaeex Is 1000.16' wuE a tEias ,srN)saYoe sr ut wr wu t�fasr laernam B,r°iw3.amrs Ja'(a)2448'(% � Ira) Ira lw® Ifm N"tYRiflw R!/IeE F.R A14.'EY BY OnE6 �nurm�v. .sue n7 I T I as�^ an>z tu'� N 89'0743' E 5 raog Ky f I 290.7Z' mu: fv' aN �°8r NxnN urs crn oxw,E - u,• ov �• I �. o� `Y* s e:ldor wN) s esa>sr w�ri Pwuz Pe4�--asrt`O" ,oes>4'n) ,axsJaY o zl' a-r mxs ar a. A -E ,as^ ar rt +3. 45' Gr 9 BB'07'67' W ss• or aY o-P 1095.08' v w,.sr fav sa:,wr ,o-Tvsaac- x ,114.�- 1114..1,,% nW.ar xs se ,/E xat/l I1 Tzar d ururc Exmmrp (axsnaresPas) S 86.60'87" W 90.49' /N eeSYI9• E(a. sxadn)xi4 - lore IaN N P��u-wu. PAac u+ar ors u�bm� swa; u+r ce�L 11 � Pat Pa.ie PBS fnita ar W � �mH N m S 89.09'29° W aiIs � smmv'K) u• av mn•(r) ` nl' ofF ENTERPRISE STREET i f rwaiaNr u+u PER s esssdu' ef0 ' \7 / � ®) (W' R)w)fPasxiB4) rt5-r arw,E s 2m,4x (O� t, $pp fe re+au. for Aq .ss-r-r ov.� m $�y � ,yam P.e; P6 BI-es �.'tl 1D(Y iP� ledr 0.VE h aao• I G ,srfa:; azuaac,s>4 1 i nod T I n(nRazs4.rcu+)u�"r lea 1 fm It n) �sarm x>r w a,a ra:.oRRv<Ra wEsr aw.� �aKr 1Fa1. P � news ss' o-r__ - lee aN a ta' EI J Pat Pale I II I -1 e• Jo'(o) a.>r(y u �8�5ras4rgmmr I I) e(P7 Jar I � Asa �.� � urer a's I Ill nm,unev. Pua uwr oxa Pa( Pnt,e PAy iGiiB 1j1 I 11 I II III I 1 I i I I I �rArr>�r-� a• me 11 I ta�w.ra�) I e fPa et967tf u' auara rAsv<xr ryss,Pae9 (P.aa,cBO 1 I ENTERPRISE STREET GRAPHIC SCALE ( IN FEET ) 1 inch = IGO K DESCRIPTION AS F URNISHFO.' AND TOGETHER WITH a non-exclusive, perpetual eosement for road purpose, underground sewer and water 1OZ services and storm water drainage In that certain reciprocal road and utili6.s eesomant These lands described in a Tax Deed recorded ;n Of8dal Records Book 4163, Page 3237 of the agreement recorded June 16, 1986, in O.R. Book 3798, Page 2605, In the Public Records of Orange A part of Section 19, Township 22 South, Range 28 East, Orange County, Florida, more perticuludy Public Records of Orange County, Florida described as follows: County, Florida, aver and across the following land described as follows: BEGIN at the Northwest comer of WEST ORANGE INDUSTRIAL PARK UNIT 1, as recorded in Plat Book 3, A port of the NW I/4 of the NW 1/4, Section 19, Township 22 South, Range 28 East, Orange Commence ai the Northwest comer of Section 19, Township 22 South, Range 28 East, Orange County, Page 118 of the Public Records of Orange County, Florida, run East 30 feet; North 425.66 feet, West County, Florida, more particularly described as follows: Florida; thence N 89•ID'22' E along the North line of Section 19 for 40.00 feet to the Point of 30 feet. South to POINT OF BEGINNING. Beginning; thence continue N 89'10'22' E for 2560.32 feet to the North 1/4 comer of Section 19, Begin at the Intersectim of the North Right-of-Wy line of Enterprise Street and the West thence N 89'4T56' E along the North line of Section 19 for 103.93 feet to an intersection with the LESS AND EXCEPT THE FOLLOWING: Right -of -Way line of LF.Roper Parkwy as shown on the Plat of WEST ORANGE INDUSTRIAL PARK UNIT TWO, Plat Book 5, Page 84 and 85, Public Records, Orange County, Florida, thence 5 00'294T E, West right-af-way line of Moguira Rood, sold Intersection being a point an a curve concave Northeasterly and bearing S 8945'18' W from the center of said curve; thence Southeostedy along A port of the r i/4, NW 1/4 of Section 19, Tawnshtp 22 South, Range 28 East, Orange County, (Seodngs based oa Plat of WEST ORANGE INDUSTRIAL PARK, UNIT- 1, Plat Book 3, Page 118, Public the arc of said curve, having a radius of 721.27 feet, through a central angle of 37*1810 , for Florida, more particularly described os follows: g ty, Floddo along the West R7 ht-of-W of LF. Roper Parkwa far 60.00 feet; Records, Orange County, Florida)g g % p y 469.57 feet; thence S 89'10'18' W long the North fine of that certain parcel described in Official Public Records, Orange Countyy, for 695.03 feet to the Northwest Commence at the Northwest comer of Section 19, Township 22 South, Range 28 East, Orange County, thence S 86'52'44' W. along the North line Lot Ali, said plat of WEST ORANGE INDUSTRIAL, UNIT TWO for feet; thence N 00'32'31' W, for 60.00 feet; thence N 8tY5249' E, far 30.03 feet to the Records Book 2956, Pogo 1015, comer thereof, thence S 89't 0'18" W, along the North Erne of that certain parcel described in Official Florida; thence N 89'10'22' E, along the North Ifne of Section 19 for 40.00 feet to the Point of Beginning; thence N 89'10'22' E, along the North line of Section 19 for 538.4E feet; thence S Point of Beginning. t of Records Book 3338, Page 1674, Public Records, Orange County, far 450.00 feet; thence S 00'30'17' E long the West line f said parcel for 425.66 feet to the Northeast corner of the plat of WEST 00'3231' E, for 1233.35 fact; thence N 86'5249' E, far 30.03 feet to the intersection of the North Less mad fight -of -way far Maguire Rood as retarded in ORB 4056, Page 4093 of the Public ORANGE INDUSTRIAL PARK UNIT TWO, Plat Book 5, Pages 84 and 85, Public Recards, Orange County; dght-of-wy line of Enterprise Street and the West right-of-way line of LF. Roper Parkway; thence S 00'2947" E along the West right-of-way line of LF. Roper Parkway for 60.00 feet to the Records of Orange County, Rod a. thence S 89'10'09° W along the North fine of sold plat far 1065.74 feet; thence S 00'32'31 E, Nadheost comer of Lot A6, WEST ORANGE INDUSTRIAL PARK, UNIT TWO, Plat Book 5, Pages 64 and ALSO LESS AND EXCEPT the following Limited Access Right -of -Way. along the North line of sold plat for 366.67 feet; thence S 89'10'09' Pf, along the North line of sold 85, Public Records, Orange County, Florida; thence S 86'5244' W, along the North line of Lot A5. plat to 30.00 feat; thence S 00.29'47' E, along the North line of said plot for 60.00 feet; thence S said plot of WEST ORANGE INDUSTRIAL PARK UNIT TWO, for 279.73 feet to the Northwest comer q portion of the Northwest 1/4 of Section 19, Township 22 South, Range 28 East, Orange County, e6'52'44' W, along the North line of sold plat for 279.73 feet to the Northwest caner thereof; thereof,• thence S 88.41'46' W, along the South line of the West 1/4 of the Northwest 1/4 of the Florida, being particWady described as follows: thence S 88'41'46° W, along the North fine of the West 1/4 of the Southwest 1/4 of the Northwest Northwest 1/4. Section 19, Tawnshtp 22 South, Range 28 East for 330.03 fret to the West line of 1/4, Sectlan 19, for 330.03 feet to the West line of Section 19, thence N 00'2947' W, along said Section 19, Tawnshtp 22 South, Range 29 East; thence N 00'29'47" W, along sold West Section line Commence at the Northwest comer of sold Section 19, thence run N 89'08'10' E, along the North West line far 941.09 feet; thence N 89'10'22' E along the South line of the North 365 feet of the far 941.09 feet; thence N 89'10'22' E, along the South line of the North 365.00 feet, of Section 19 line of said Section 19 a distance of 578.46 feet for a POINT OF BEGINNING; thence continue N NW 1/4 of said Section 19 for 40.00 feet; thence N 00'2947' W, along the East line of the West for 40.00 feet; thence N 00'29'47" W, for 365.01 feet to the North line of Section 19 also being the 8g'08'f0" E, along the North tine o1 sold Section 19 tl distance of 290.72 feet; thence departing the 43 feet of the NW IA Section 19, for 365.01 feet to the Point of Beginning. Point of Beginning. North Rae of sold Section 19 nrn S 00.34'43' E 805.33 feet; then.. run S 89'07'43" W, 290.72 feet; thence rvn N 00'34'43" IV, 805,36 feet to the POINT OF BEGINNING. NOTES CORRESPONDING TO SCHEDULE 132: THE SURVEYOR HAS LIMITED HIS REVIEW TO SEARCH FOR EASEMENT DESCRIPTIONS THAT LIE WITHIN THE SUBJECT SITE AS PER THE DOCUMENTS THAT HAVE BEEN FURNISHED TO THE SURVEYOR PERTAINING TO SCHEDULE B2 OF THE TITLE COMMITMENT FILE! NCS-821903-MICH .(CUSTOMER REFERENCE1 501 ENTERPRISE COURT, BEARING AN EFFECTIVE DATE OF OCTOBER 26, 2016 AT 8:00 AM.), PREPARED BY FIRST AMERICAN IDLE INSURANCE COMPANY. THE RENEW STATED ABOVE DOES NOT INCLUDE OTHER/ADDITIONAL O.R. BOOK AND PAGES REFERENCED WITHIN THE DOCUMENTS LISTED IN THE ITEMS PER SCHEDULE B2. 9Q O.R. BOOK 2162, PAGE 77. POSSIBLE FPC EASEMENT SHOWN HEREON (POSSIBLE RELEASE OF EASEMENT PER O.R. BOOK 2513, PAGE 1202 NOT REFERENCED IN TIRE COMMITMENT) 10 O.R. BOOK 2234, PAGE 234. PLOTTED HEREON I1 O.R. BOOK 3798, PAGE 2605. PLOTTED HEREON 12, O.R. BOOK 3894, PAGE 1363, O.R. 4702, PAGE 2589: NO PLOTTABLE EASEMENTS 13, O.R. BOOK 4034, PAGE 291; O.R. BOOK 4102, PAGE 367, O.R. BOOK 4702, PAGE 2576. NO PLOTTABLE EASEMENTS 14 O.R. BOOK 4056, PAGE 4096. TEMPORARY EASEMENT PLOTTED HEREON ALTA/NSPS Land Title Survey To. ibi GROUP, INC, CITY OF OCOEE FLORIDA; SHUFFlELD, LOWMAN & WILSON, PA This Is to certify that this mop or plot and the survey as which It is based were made In accordance with the 2016 Minimum Standard Deter Requirements for ALTA/NSPS Land Title Surveys, jointly established and dapted by ALTA and NSPS, end Includes items N/A of Table A thereof. The field work was completed oa (12-20-2016) Date: 01-04-2017 Thomas X. Grusenmeyer, RLS 14714 State of Florida BOUNDARY SURVEY FOR / CERIIFYED 710: IBI GROUP INC.; CITY OF OCOEE, FLORIDA SHUFRELD, LOWMAN & WILSON, P.& ssE Styr z of 3 faR taroc8:wn• su- SEE S1RFf 3 OF S Fiht THEE SVAYEY SHEET / OF 3 --- — -- DETAIL SANITARY SANITARY — ""-�5 IQ SANITARY INVERTS sau9•s",uw SANITARY wsw nv.-, SANITARY 14— 14 SANITARY to mmOCOEE BUSINESS PARXWAY t �! j i I9r �.as STORM GRAPHIC SCALE LA To I i-1, = Soo St SEE DETAIL ! 1 uv�nr uwae- b-u y4'� � ✓ � .---- �-„ �t �"—:------... �•' p���T`,tf-�•: ba`-�----------- n � �' a�so° I ' ' �Pi� 1 �, ' � � 1 � L �Y� J} �," ,� �' � $ � y 's' r a• �` e � \\\ �, �� d I � j� !� LEGEND r a'9r� .„s �_ Dy ice,\ , �' -- \-�• ay.>,A°v ` \\, \ SEE DETAIL, �; \r �� `\ ,ate �V�,* ls�n,_ ',_.� �'�� �!�✓ °.-,,..- ,> op r �° r ; �\ �� i - � �- ; s%� ssJ°— --"-���' , ,�' ,9 r- `.. �, - •c.�, u� v 1 i i m m ffy �¢ M- m �2'i �qP "a 1 • yr uc • I i — — _ \,,\` aft �:•Y$a'� l f'� ad �� DETAIL.01 .01 \ i } 4y ol N;6e, ��`Pa�� `.�' .0o de ts', ,a"s���� ���_ `}., �0 !," �!!!rw•j 1 'S 1 '@�a o \� : 4 , ,pl yA� �" arty 4 � `�--�'-> A. ,9='i ! _�•�- m��,'' � rn 9"�v _ f � _ �� ,a �: ; �Q y � ate•., i Ry:¢ , O ti ol 1 �• ENTSRPII STREET SE•' DES .—_.— Mgr �_n+ww:•. @'a R �� `\ u;y„` ,a , DETAIL ----- TAIL � J VSIS DE to '' wo m ' w ;ia --- _ -- ----• �-- L'w� r ---- ti'` r asc .pi' ; `'v • 1 © p ''�'� ' i ! S wi v ' _-.? ...--.—._ a^s {;)1 \mac•.._ -'�r�eaxy 9,^ "�'��, `•'a:�.,, a ;;;`ma`s ao„ wv�,e,.n,.,r LEGEND a939 " - ENTERPRISE STREET � _ s ,ne 1ss„ u ENTERPRISE STREET oa tasyE, S r a.rc .ssa tc v0 05-04-2017 ' PDOR101TOPD S/ffE72 w r(' .,p -asw t wra 'P yea -now Y • q m � rgU � 'i!' �-enveo ea snv, "'•S,Y � � +� x a ei `' •: 01-1-YJ-2017 mtit w-`r aYg i -,s e'�w ur SEE SHELT 1 OfoP J TR �uffORRf SUS my �Rr2 sumtr PnPa� sr• Gfiil@l-SroiTd/Y�bCHTLS ING- wm7DRS SHEET 2 OF 3a s P„h-,�;��� F r =e °u -'��°' ENTERPRISE STREET ° a �a ° m m. m A B � °°� °°a i >° ' .la ,a d'Q we °I.• ° In °� m2`Y •2N a �� A. en�� en `sD n�as.2+l ° ° �in n im ° ° •Iw° -4a e2n iH:a$42e a9r 90 ° ni12 ° °® °� ,wx wlm tvO ° ° ° ° • ° u n e'4 flEI7.r1ND lm 71 1"1`�i,. \\ � •w age�•aw°WJ 8n� to l ] ea ° � el °ba 1 ww �n vT4 la W op e °~u,Y�eip 1m °Mbt •iw iql D 1D 'nm,D IPebe •• • .4a ° W. W w °rn m°,n ' I ,a � O \ ° ��..�� F4 a �: w,°''in"�•m ° ua� a�a•4Ytp can ,a!°Bpi 1 m n u m m w n •°Y °ne � as°m°le�..a e� a � w� 0a a 1 ie° \ eaeµ� ° �•TS ° °w°'°p bx . . �,a ,y i�lw °°' aee°1 • 4 � .-rn � • ° ° ° Flrl r-n2 r-n Fr �w•� 2m���'n��rw m� a • °n b nee o ° ° \\ m1•�i1n10 \ II6 UND 1F m m1 'b Bm 6n ns S`Za2 a+ •ax � 0q� n �•� 11 ° ° ° •�°° °x�'�:° m�im 'fsa� 0 is • a °6we tin an am • �m °��° m° as °� tv ° °�°": ° e•m • e 't'° z ° w iw �'°�'°' 'a °�aap a ax '•`3u �° wam � ,an >n mwaw w.>a e aw sf �.'>aa.'°a2w�`•mA:°�a'��' � tea` b>9 a� AS���P°��,J�� TREE LEGEND (DIAMETER INCHES DBH) 1 24 PWE 76 16 PAW 151 12+8 RUN 226 12 RAM 301 30 OAC 376 14 PINE 451 14 ME 525 IO OAK 601 12 1WE $76 18 PWE 2 B M4 n 15 PAW 7. 8+11+11 RUN 227 9 GW J02 13 OAK 3T7 a OAK 452 f2+12 CAMPHOR 62] 19 MAPLE E. i5 PPE 6M 18 0UC a ie PWE J ifi OAK 78 tt BAY 153 ti+9 FMt 21B I2 RAlN 30J 15 lXK J78 15 PAW 3)9 i6 PPE 453 IS PJiE 454 10+10+12+16 WMM{OR 528 12+24 CV2 WR 529 10+12+6 CAMPHOR 603 12 PPE 604 72 CAK 679 11 WIC 4 2T PWE 5 1] M PiE 79 9 OAK 80 Il 04K 154 15 CAMPHOR f55 12 PALM 129 I3 WX 230 8 G!M 3O4 15 PWE JOS is PPtM cif 18 64K 455 12 OSK 5J0 15 PINE 605 12 PIE WO 27 WX 6 9 flAY at 8 BAY 156 12+7 CUPHOR 231 12 IM1 306 f5 PWE ml I9 IMtK 956 10 61X 511 12 PRE 606 26 GA1C 607 24 PWE S81 11 OAK 682 9 OAK 7 34 OUC 82 8 8AY 157 5+5+7+12 RM7 232 8 GUM W7 f7 PRE 382 f0 CAMPHOR 383 15 PIN< 457 12 RAY 158 1B CAUPHOH 532 13 AWE 53T 9+9 CAMPHOR 608 I8 QAK 683 9 OAK 8 10 OAK 9 9+22 OLK 83 12 OAII 84 10 QUC t56 818+6 CAMPHOR 1. f0 CAMF1(OR 233 9 GUY 234 1] WMPME 308 13 PWE 309 16 F+'NE 384 IS OAK 459 9 OAK 534 26 OAK 609 12 CUAPFLOR 684 IJ PWE 10 i6 WALE 85 Ie OAK 160 10 CAMPHOR 235 9+B fAWHOR 310 18 PRE 385 8+I0+1]+2{ CA�HOR 460 ?B OAC -135 f0 w 6f0 14 PWE 23 04K 685 9 am b66 9 OAK /1 2T OAK 12 f1 MK 86 14 PAW 87 ll OAK )61 IS GAMFiiOft i62 u CUC T36 23 PINE 237 IS LVX 31I 17 OAK 31T 16 CAK M5 12+14 CAMPHKM 387 19 P3E 461 18 PWE 462 18 4lK 566 t5+15 CAK 537 24 Mif 611 612 24 OAK 68] a+I2 OAK 13 a MAPLE 88 10 OW i63 5+6+8 OLK 238 34 OAK 3f3 iB OAK 388 I7 PWE 463 M PWE BT8 15 CAK 540 I4 MA°IE 613 12 PRE 614 13 CAMPHOR S68 15 PINE 684 14 PAW 14 9 BAY 15 II+1B OAK 89 9 OAK 90 Ib PALM 164 a+12 OAK 165 14+9 OAK 239 15 PWE 240 13 PWE 315 10 OLK 315 f0 OAK 389 14 PINE 340 I4 PRE 4" 12 PWE 465 12 QAK P 590 I4 POE 615 12+12 CAMPHOR 690 8 OAK 16 32 OAK 91 38 CAHC 166 18+17 OAK 241 11 PAW J16 1] PWE 39f 15 PWE 466 t4 OCK 541 75 PWE BI6 14 PWE 617 I3 PWE 69I 8 TALLOW 17 7+11 OAK 16 18 OAK 92 10 OUC 93 10+7 O'JC 167 I6 aw to 20 OAK 242 13 PAL/ 243 I3 CAMPHOR 317 13 PRE 318 12 CAUPHCR V2 8 OV( M3 12 POE 467 9+15 CAMPHOR 468 9 CAK b42 24 PAY 543 8 HARBOR 6I8 19 P27E 19 8 OW 94 a OAK to 15 OAK 244 i6 PAW 319 16 PWE 394 14 PAW 40 i5 PWE 5H 17 OAK 619 17 FRE 620 20 OUC 20 24 PP EE 21 29 OAK 95 a OAK 96 f0 OAC 1. 26 CAK ill a+6i6 RAN T45 i6 PW'E 246 I3 PWE 320 14 PWE ml a+9 CAIPtOR 395 14 PAW 398 24 CW 470 f4 � 471 8 CAR 545 13 PWE 546 11 CAMPHOR 62f I3 I" , 22 13 OAK 97 9+] BAY fM 78 PAW 247 15 CAMPHOR 322 15 PAW M7 19 PAVE 4]1 8 OAK 547 if CAMPHOR 612 12 PWE 62S 15 PWE 2J 13 OAK 24 72 OMC 48 8+3 OAK 99 8 eAY IN 1J OAK 174 18 WX 248 24 PRE 249 13 PWE ,m I5 PWE J24 16 PWE 398 8 OAK 399 8 OYC 473 3O CAMPHOR 474 18 OAK 548 fe PWE 649 24 PAW 624 13 PWE 25 29 OAK 1. 14 OAK 175 f2 04X 250 15 OAK Jti 9 CAMPHOR 400 24 OAK 475 36 CAMPHOR 550 17 P9E 625 21 OAK 628 18 PWE 26 20 OAK 27 8 OAK 101 8 CAK 102 10 OK 1]6 i6 PWE 777 1/+6 OAK 251 16 PWE 252 19 PINE 326 14 CAMPHOR 327 15 PINE tol 6+8 OAK 402 8+8+9+9 OA1C 476 19 OAK 47J 16 PWE at 17 OW 552 22 OAK 62] 16+8 OCK 28 19 PINE 103 8 R41N i]8 13 OAK 263 1I CAMPHOR 30 12 PWE 403 17 PALM 478 9 OAK 553 f4 PAW 628 14 PZE 629 — 29 21+30 CAK M 2f OAK 104 10 RAN 105 IS RAPT 1. 26 OAK 160 1i+6 OAK ?34 14 BAY 2. .4"NOR J29 1B PWE 330 16 PWE 404 19 PAW 405 i9 PAW 479 f0 CAMPHOR tsO 12 PALM 554 14 PAW 555 14 PALM 10 6J0 20 PAW 31 4+6+8+9 CAK 106 /5 PAW iBI 9 BAY IN 256 15 WX "1 9 CAMPHOR 'IC 23 PAW .1 I2 PWE so 11 CAIiP1fOR 631 Z4+24+20 CWIHER 38 fAMPHOR 3Z I2+IS+16 MN+LE 33 19 OAK 107 6+7+9 CAMPHOR 108 9 BAY 182 20 0.4K 183 8 CAMPHOR 25] 8 GIM 258 a CAMPHOR J32 14 PAW J33 9 PINE 407 1] PALM 408 MAPLE 482 15 CI.VPHfOR 483 14 SHE 5/i/ 12 fAMPHOR 559 I2 CU/PHOR On 633 12 PAW S} 25 PME 109 12+9 OAK 184 8+6 CAMPHOR 259 f0 CAMPHOR 334 12 PAW 16 409 19 PAW 454 14 PINE 559 14 OAK 634 18+f8+24+36 CAMPHOR 6S5 101 0+12 CAMPHOR 35 8 BAY 36 12+I1 OAK I10 2I+7 OAK 110 IB OAK 155 7+8+14 WX 165 27 OK 250 14 OAK 261 26 CAK Jai I6 PWE M3 17 PRfE 410 12 CAK 411 12 Ow 4.5 1] PWE fas B OAK 5W 12 PKM 561 12 PWE 636 12+12 CAMPHOR 37 22 PRE I11 19 OAC 167 IB OAK 262 15 PRE 331 19 OAK 412 12 AIMM 487 a CAMPHOR 5u 12 PVE 837 12 OAK 638 12 WIC 3B 21 FINE 39 11+12 MAPLE 12 112 24 OAK 114 4 CAMPHOR 114 I I. If RAef 169 9 RAP! 263 12 PAW 264 19 PPE J36 I4 PWE 329 19 OAK 413 15 CAK 4f4 10 CAK W 19 FINE 489 I6 OAK 553 19 CAC 564 15 ClK 639 10 PERSWWN 40 18 f/MPHKIR 140 11 RAW 2b5 15 OAK 540 Z7 CAX 475 13 G4MfROR 490 1H FINE 565 T1 OAHC 640 12+28 CAMPHOR 10 CAMPHOR 41 9+8 BAY 42 8+4 AY 1/6 it BAY 117 IB OAK 1B1 10 RVN 792 17 PWE 266 26 WK 267 15 PAW 341 26 OAK 342 18 wx 416 14 AAW 417 I3 PAW 491 16 POfE 492 IB CAMPHOR 566 25 WX 557 10+10+7 CAMPHOR 641 642 12 12 CAMPHOR 43 15+3 MAPLE 118 9 CAMPHOR 19I 10 RAW 2. 11+;5+17 OA( 343 17+12 CAMPHOR 4fe f5 CAMPHOR 49J 12 GJIP}K1R 668 f0+10 CAMPHOR CAMPHOR b43 12 CAMPHOR 644 f0 CAMPHOR 44 11 OAK 45 18 FAME 119 10 CAMPHOR 120 B CAMP}MGR 194 /0+10 OM( 195 ii RAIN 259 8+10 RAW 170 9+11 CAMPHOR 344 17 PWE 345 13 WX 419 Ie FWE 410 /J PAW 494 I2 PWE 495 I4 PWE 569 12+I2+12 570 14+14 CAMPHOR 645 36 CAMPHOR 46 10 PINE 121 19 CAK /96 8 MARE 2J1 9 CAMPHOR 316 12 PWE 421 11 OAK 496 12 PALM 5]1 14 OAK 646 24 OVC .7 15 OAK 47 I6 BAC 48 27 PWE fu 12 RAW 1. 11+14+16+19 CAMPHOR 197 10 WALE 198 10 RAN 272 9 RAW 273 16 CAMPHOR 347 i9 PWE 3fe 15 FitE 422 22 PWE 423 8 PWE 497 I4 fUE 4. 9 OAK SM 18 OAK 57J 24 CAN 648 24+12+10 CAMPHOR 49 9+1B CAX 124 16 CAMPHOR 199 8 RAR4 274 14 CAMPHOR 3Hl 9 OAK 424 14 PAW 499 10 CAMPHOR 5]4 12 OAK 649 24 MAPLE 12+I3+13 50 72 OAK '25 12+12 CAMPHOR 200 9 RUN 275 15 O1K 350 13 OAK 425 15 PINE 426 II PRE 500 15 CAMPHOR 50f 9 CAMPHOR 575 B OUC 5]B 15 CAC 650 CAMPHOR O51 8+f0412 CAMPHOR 51 16 PWE 126 i1+11+10 CAMPHOR 16 CAMPHOR 201 9 RUN 102 f0 RAW 2]6 27 OAK 2J7 14 CAMPHOR J51 8 OAK W2 M CU( 42] 16 P01E M2 20 PWE 571 18 OJ! 652 36 CAMPHOR 52 2] OAK 63 IB BAY 127 128 5+9+ff GA.MPNOR 203 8 RAIN 2l8 8+10+12 CAMPHOR J53 9 ANE 42B 14 PPE 60J IB PWE 57B 13 OAK 653 I4 CAK b4 1I PRE 129 IS OLK 2P4 9 PUN 270 JO CWPHCR 354 15 PWE 4T9 10 OAK SW IWO CAMPHOR 579 12 PWE 560 13 PWE 654 24 CAMPHOR 645 10 PWE 55 15 PWE 56 15 PWE 130 20 OAK 131 12 OAK 205 15 PAW 206 9 CAK 280 B OAK 281 f5 OAK J55 13 OAK 3E6 15 PWE 4J0 8+9+9 UA°LE 431 7+20 U4P E 505 14 CAMPHOR 606 iB PWE .1 IS PALM 06 12 PALM 57 Ii 64/( 132 16 PPE 207 5+7+12 CAMPHOR T82 27 OUC 357 i6 OAK 432 low .7 12 PWE 68Z 73 FNE 65] 72 PWE 658 IB PWE 58 ii+1+ 4Uf 59 10 WALE 133 12 CAMPHOR 134 10 CAMPHOR 208 B OtX 209 7+9 OAK 283 I2 WX 284 9+73+I4 OAK Sig B 6A'C 354 10 PALM 433 I5 PLME 435 16 POE 5B8 10 OAK 509 IS AM1E 583 13 OAK 564 11 PWE 659 12 PAE 60 9 BAY 135 8 OAC 210 13 OAK 285 8 OAK J60 12 PAW 435 24 CAMPHOR 510 35 CAMPHOR 585 15 OAK 660 12 PRE 661 18 PPE 61 IO OAK u f0 PAY IJb 5+7+10 CA�GF70R I37 20 OAK 2/1 12 CAMPHOR 212 9 CAMPHOR 2B6 B OAK 287 12 POE 361 24 PWE 3W 15 PWE 436 1C1 PWE 437 24 PAW 5t1 14 CAMPHOR 5t2 1 0 566 15 OAK 651 1J PAW 6b2 ie PWE 60 9 FINE 63 14 WMC fag 12 RAN 139 60 04K T13 8 CAMPHOR 214 10 CUM 268 14 PWE 289 I5 OA`C 363 17 PAW 3" 21 PWE 43B 12 QU( 439 W MK 513 i6 PRE 515 24 OUC 588 13 PWE 589 I4 OAK 664 t0 PRME 64 21 PWE 65 11+4 BAY 1. 24 CAK 215 11 RAIN 290 17 OUC 365 B GLPFIWI 44B 12 PAW 515 9 CAMPHOR 590 20 OAK 665 f4 PINE 6fi 16 !#h'E 67 B OAK iti 74 PAW '42 f2 CAMPHOR 2/6 9 BOY 217 /I CAK 291 i6 PRE 292 8+10 CAMPHOR 3b6 14 PWE 367 14 PRE 441 iB FAME 442 12 PWE 516 8 CAMPHOR 517 18 PWE 691 11+8 OAK 591 t5 OAK 665 10 PxYc bb] 1B CAMPHOR 68 f0 BAY 143 8 RAN 21B 9 RAN 293 20 PWE Sb8 Lt OAK 443 12 CAMPHOR 518 /8 CAC 593 19 OAK 6W 18 PAW 669 18 MAPLE 69 15 PINE 70 I8 PWE 144 24 CAK I45 8 BOY 219 16 PWE 220 10 OAX 294 f5 PRE 195 17 PPtE 369 36 CA1C 370 14 ARE 444 12 PAW 445 12 PAW 519 12 OAK 520 10 WIC 694 I3 PAW 595 1B PWE 670 f0 OAK 71 21 POE 146 6+7+8 RA1,Y 221 12 OAK 296 14 OAK 371 f0 CAMPHOR 448 PAW 521' B OAK 596 f2 OAC 6]1 15 MAPLE 15 MAPLE 72 B BAY 73 33 OAK 147 B R.Uli 148 10 PAW 212 f2 01K 113 9 OAC 297 iS PWE 298 16 PWE 372 19 lXX 373 14 PRE 14 447 14 PWE 446 f0 PPE tW 9 OAK 52J CUM 597 14 PDX 20 OAK 6M 67J 1T OAK 74 WPM£ 149 6 RIM 124 I2+9 OAK 299 13 PDE J]4 15 PAW H9 ib PAW 15 525 15 GUM 699 699 17 PWE 674 10 OAK 675 12 OAK ID 75 16 PAW I50 IT RAW 225 10 ¢CAC .0 8 OAC 375 13 PWE 450 14 PWE 525 10 CAK 600 i0 PAW GRAPHIC SCALE (IN�� 1 inch = 100 IL SEE SHIEST 1 OF 3 POR BOUNBAtY SURVEY SEE 5}BEi 2 OF, PER 7.PoGww SURVEY SiHE1ET 3 OF 3 P -SGORA4M1M1rf. ;, WC - uvo SIRNEY0.5 3 MA (407) 2n�O 3P32�Y- Fm ((4407) 556fi58E_I.O —7