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05-09-2017 Agenda Packet Mayor Commissioners Rusty Johnson John Grogan, District 1 Rosemary Wilsen, District 2 `\ /, Rob Manager Richard Firstner, District 3 _`\ /_ Robert Frank Joel F. Keller, District 4 ocoee Florida PLANNING AND ZONING COMMISSION (LOCAL PLANNING AGENCY) MAY 9, 2017 AGENDA 7:00 PM I. CALL TO ORDER A. Invocation and Pledge of Allegiance B. Roll Call and Determination of Quorum II.CONSENT AGENDA A. Minutes of the Planning and Zoning Commission Meeting held on April 11, 2017 B. Ocoee Crown Point PUD Phase 2B City Planner Rumer 1. Final Site Plan III. OLD BUSINESS IV. NEW BUSINESS A. Ocoee Village Public Hearing City Planner Rumer 1. Preliminary Site Plan B. Sunbelt Rental Ocoee Public Hearing City Planner Rumer 1. Preliminary Site Plan C. 4 Locos Taco Public Hearing City Planner Rumer 1.Rezoning 2.Small Scale Comprehensive Plan Amendment V. MISCELLANEOUS A. Project Status Report B. May Calendar VI.ADJOURNMENT NOTE Regular Planning and Zoning Commission meetings take place on the second Tuesday of every month at 7:00 pm in the Ocoee Commission Chambers in City Hall unless otherwise advertised. Any person who desires to appeal any decision at this meeting will need a record of the proceedings and for this purpose may need to ensure that a verbatim record of the proceedings is made which includes testimony and evidence upon which the appeal is based. More than one Commissioner may participate or hear discussions regarding a matter which will come before the Commission for action. Also in accordance with Florida Statue 286.26: Persons with disabilities needing assistance to participate in any of these proceedings should contact the Office of the City Clerk, 150 North Lakeshore Drive, Ocoee, FL 34761 (407) 905-3105,48 hours in advance of the meeting. City of Ocoee • 150 North Lakeshore Drive • Ocoee, Florida 34761 phone: (407) 905-3100 •fax: (407) 905-3167 •www.ocoee.org "MOWPiRf ITEM NUMBER II. A. MINUTES OF THE P & Z MEETING ON APRIL 11, 2017 Mayor Commissioners Rusty Johnson John Grogan, District 1 ``\\ ,//� City Manaaer Rosemary Wilson, District 2 Richard Firstner, District 3 o co e e Robert Frank Joel F. Keller, District 4 florida PLANNING AND ZONING COMMISSION ACTING AS THE LOCAL PLANNING AGENCY MINUTES April 11, 2017 I. CALL TO ORDER - 7:02 pm A. Invocation and Pledge of Allegiance B. Roll Call and Determination of Quorum Present: Chairman McKey, Member Evans, Member Keethler, Member Richemond, Member Sills, Member West and Member Wunderlich. Also present were City Planner Rumer, Assistant City Attorney Crosby-Collier and Recording Clerk Heard Absent: Vice-Chairman Marcotte, Member Henderson C. Elections Election of Chairperson Member Keethler, seconded by Member Richemond, nominated Chairman McKey for Chairperson for a term ending April 2018; Motion carried unanimously. Election of Vice-Chairperson Member Sills, seconded by Member Evans, nominated Member Keethler for Vice- Chairperson for a term ending April 2018; Motion carried unanimously. Planning and Zoning Commission April 11,2017 II. CONSENT AGENDA 7:04 pm A. Minutes of the Planning and Zoning Commission Meeting held January 10, 2017, January 31, 2017 and March 14, 2017. B. Innovation Montessori Ocoee Phase 2 City Planner Rumer 1. Final Site Plan 7:06 pm Motion: Move for Approval of the Consent Agenda; Moved by Member West Seconded by Member Sills; Motion carried unanimously. I. OLD BUSINESS — None ii. NEW BUSINESS 7:06 pm A. West Orange Investments Storage Facility Revision to a Large Scale Preliminary Site Plan; Project#LS-2017-004 - Public Hearing City Planner Rumer City Planner Ruttier presented a summary of the subject property, which was previously approved for a 63,075 square-foot, three-story indoor storage facility by the Ocoee City Commission at the City Commission Meeting held on November 7, 2006. This parcel is located on the northeast corner of Marshall Farms Road and State Road 50 within the City's State Road 50 Commercial Corridor and within the CRA boundary. The overall parcel is 2.21 acres in size and is currently undeveloped and sparsely covered with a small mixture of pine trees, oak trees and other varieties of trees scattered around the property. Initially this property had a septic and drain field, but the property owner has paid for a number of sewer and lift station designs in order to accommodate sewer for the failed septic system for a facility across Marshall Farms Road. City sewer is now available for this site due to the realignment and construction of State Road 50. City Planner Rumer advised the Board the property owner is considered vested with this plan, because of a dedicated right-of-way along with the sewer upgrades that the property owner has paid for. 2l Page Planning and Zoning Commission April 11,2017 City Planner Rumer continued to further explain the original approval, which was for a three-story self-storage facility with a total building floor area of 63,075 square feet and a building footprint of 21,025 square feet. The proposed revision is for a four-story, 108,352 square-foot indoor storage facility with a 27,088 square-foot footprint. He emphasized this facility will not have outdoor storage. Chairman McKey stated he thought there was a moratorium currently prohibiting these facilities within this area. City Planner Rumer explained that this plan was approved in 2006; and further, in between 2007 and 2010 the City requested the property owner make revisions such as sewer upgrades, which in turn City staff has determined this property owner to be vested. City Planner Rumer indicated he has been working with the applicant and a consultant the past four months to revise the architecture, elevation and obtain an updated plan. The applicant has agreed to a revised color scheme of an earth tone and will not use the predominant green color seen in other ExtraSpace Storage facilities. He advised this site will have restricted access due to a median in State Road 50. The entryway will remain a right-in and right-out, and there will be no left turn in or out, and eventually Marshall Farms Road will be resurfaced. He further stated staff is comfortable bringing this forward under the moratorium, which has passed legal review; and further, does not set a precedent for any other parcel. Discussion: Member Keethler asked why the City is eager to make this storage facility bigger. City Planner Rumer answered that the City is not eager with this project; and further, the City is not incentivizing or has not sought out a company to build this, but there is an application, it is vested and meets the zoning criteria to which the City must bring the application forward. Member Wunderlich asked if the dimensions of the parcel have changed since approval in 2006; and further, if the project is on sewer or septic as of today. City Planner Rumer indicated that the dimensions have not changed; and further, as of today, the project can be hooked up to sewer. Austin Thacker, Esquire, Holland & Knight, indicated he is the attorney for Taylor/Theus Holdings who has purchased this parcel with intentions of development; and further, he said he is the agent for the applicant on this project. Mr. Thacker indicated he has been working with the applicant and City since September of 2016 on developing a site plan that everyone will be happy with. He showed the Board a rendering of the proposed project; and further, indicated his client wants to please the City and public with a plan that everyone likes. He indicated, except for the sign, which will say, "ExtraSpace," this building will look like an office building. He further stated this 3 l Page Planning and Zoning Commission April 11,2017 will be an expensive building built with high-quality materials. Mr. Thacker requested the Board approve this project; and further, asked if they had any questions. Member Keethler asked what will be seen through the windows on the building. Mr. Thacker indicated he cannot answer that at this time, because the building plans are not completed. City Planner Rumer said the City wants windows along SR 50 on the building, but they do not want to see big garage door bays through the windows. He indicated the City wants to work with them during the building permit/architecture timeframe to advise them if tinting the windows or window treatments will be necessary. He further stated Winter Garden currently has a storage facility like this in between two buildings, which is not noticeable. Mr. Thacker shared a picture of an already built storage facility to give the Board an idea of colors and windows. He said behind the window is a door, which is an entrance to a hallway. Member Sills asked what the building will look like to the east. Mr. Thacker indicated there is a landscape plan within their packet; and further, he stated there is a lot of landscaping required by code and by the previously approved site plan. He stated there is another property to the east, but there will be trees lined along the eastern boundary of the property. Member Keethler inquired whether Mr. Thacker's main argument for the Board to approve this revision is because it looks better. Mr. Thacker respectfully declined that notion indicating a lot more factors should be considered such as safety, accessibility, aesthetics, an enhanced tax base, community needs from an economic development standpoint. He advised his client can move forward right now and build the facility, but it may be an eyesore; and further, he stated they have worked very hard the past seven months and have spent thousands of dollars to give the City what they have asked for in the hopes that this will move forward. The Public Hearing was opened. As no one wished to speak, the Public Hearing was closed. DEVELOPMENT REVIEW COMMITTEE RECOMMENDATION: The Development Review Committee (DRC) met on April 3, 2017, and reviewed the revision to the large Scale Site Plan. Discussion on the timing of the connection to sewer on the west side of the road was discussed as the City is repaving Marshall Farms Road later this year. When the discussion was finished, the DRC voted unanimously to recommend approval of the Revision to the Preliminary Site Plan for West Orange Investments. STAFF RECOMMENDATION: Staff recommends that the Planning and Zoning Commission recommend approval of the Revision to the Large Scale Preliminary Site Plan for West Orange Investments. 4l Page Planning and Zoning Commission April II,2017 7:49 pm Motion: Move that the Planning and Zoning Commission, acting as the Local Planning Agency, recommend to the Ocoee City Commission Approval of the West Orange Investments Revision to a Large Scale Preliminary Site Plan; Project #LS-2017-004, subiect to resolution of the remaining staff comments before the City Commission meeting; Moved by Member West, Seconded by Member Sills motion passed unanimously 7-0. III. MISCELLANEOUS 7:50 pm A. Project Status Report - City Planner Rumer updated the Board of ongoing projects within the city. He reported construction will be starting at the northeast corner of Maguire and State Road 50, and the Popeyes will be bringing in a trailer and construction will begin; and further, on the southwest corner there is a site plan for two buildings with permits and buildouts for Orlando Health ExpressCare and Tijuana Flats. He informed the Board that the Westyn Bay area is picking up with the subdivision behind the high school, and Spring Lake has one lot left. He explained the "30 percent plan" with City Center where the architects design the building up to 30 percent and the City can start reviewing as they are designing. As to date, no tenants are listed with City Center, but the City consults with Retail Strategies and certain City staff is headed to the National Retail Conference in an effort to seek tenants. Discussion was had regarding the site at Clarke and State Road 50 where the parcels have to be built all at once; and further, a Mattress One will be a tenant, but no other tenants are known at this time. He informed the Board that medical offices are in high demand within the city; and further, he said that Citrus Medical Court has only one pad left, which have been all medical, and on Moore Road there are only two site pads left, which will be medical. The City is presently reviewing the new Cancer Center with Orlando Health, Health Central Hospital; and further, the City is meeting with them next week to discuss the ALF, skilled nursing and rehabilitation center. They will have two large buildings under construction, which are separate from the hospital. Member Keethler asked about the gas station at Westyn Bay. City Planner Rumer indicated he spoke with the gentleman who has this site under contract for a gas station at the corner of Ocoee Crown Point Parkway and Ocoee Apopka Road in which the PUD approval prohibits a car wash and limits the gas pumps to six. He further indicated a Taco Bell has an application for the parcel off of West Road and on the left of Fountains West Road; and further, there have been discussions with Wendy's for the parcel on the right of Fountains West Road. Wage Page Planning and Zoning Commission April 11,2017 B. April Calendar IV. ADJOURNMENT - 7:59 pm ATTEST: APPROVED: Kathy Heard, Recording Clerk Rob McKey, Chairman 61 Page ITEM NUMBER II. B. OCOEE CROWN POINT PUD PHASE 2B FINAL SITE PLAN Mayor ,0,11/1�(�, Commissioners Rusty Johnson ` / John Grogan, District 1 \\./ Rosemary Wilsen, District 2 City ManagerO,. . Richard Firstner, District 3 Robert Frank Joel F. Keller, District 4 Ilorida STAFF REPORT TO: The Planning and on ommission FROM: Michael Rumer, CitymeC r DATE: May 9, 2017 SUBJECT: Ocoee Crown Point PUD Phase 2B Final Subdivision Plan - Project# LS-2016-007 ISSUE: Should the Planning & Zoning Commission recommend approval of the Final Subdivision Plan for Ocoee Crown Point PUD Phase 2B? BACKGROUND: The Ocoee Crown Point PUD (Planned Unit Development) was initially approved by the City Commission on June 19, 2004, and an amended PUD and Preliminary Subdivision Plan to provide for the sale of property to Mattamy Homes was approved on September 15, 2015. Ocoee Crown Point PUD subdivision consists of the western tracts (Tracts 2, 3, and 50) of the PUD. Ocoee Crown Point PUD subdivision is identified as parcel ID number 01-22-27-0000-00- 012 located on the west side of Ocoee Apopka Road and situated along Ocoee Crown Point Parkway. Ocoee Crown Point PUD subdivision is approximately 57.93 acres of which 12.63 acres are identified as stormwater. The subject site is currently undeveloped with mostly planted pine trees and species of oak trees which are located throughout. The Future Land Use Map designates the property as "Low-Density Residential", with an area around Lake Apopka designated as "Conservation/Floodplains". The table below references the future land uses, zoning classifications and existing land use of the surrounding parcels:rDirection JPA Future Land Use Jurisdiction/Zoning Existing Land Use Classification North Low-Density Residential, City of Ocoee/Planned Westyn Bay Subdivision Conservation/Floodplains Unit Development"PUD" East Institutional City of Ocoee/Planned Ocoee High School/Future OCPS Unit Development"PUD" Elementary Site South Conservation/Low- Ocoee/City of Winter Wetlands/Developed Residential Density Residential Garden West Conservation/Lake N/A Wetlands/Lake Apopka The Ocoee Crown Point Phase 2B Final Subdivision Plan (FSP) is consistent with the Comprehensive Plan, the Land Development Code (LDC), and the requirements of the Ocoee Crown Point PUD. The Planning and Zoning Commission Meeting Date May 09,2017 Page 2 of 2 DISCUSSION: The Ocoee Crown Point PUD Phase 2B FSP is a residential subdivision that proposes a total of 153 single-family residential lots with a resulting net density of 3.4 units per acre. The minimum residential lot standards are (69)45 feet by 124 feet, (69) 55 feet by 124 feet and (15) 65 feet by 124 feet. The setbacks for front are 10 feet unless there is a porch which is allowed five (5) feet. The rear setbacks are 20 feet, side setbacks are five (5) minimum, and all corner lots in the development lots will be required to maintain a 10 feet setback from the side streets. All streets in Ocoee Crown Point PUD Phase 2B will be private and gated, with the road network contained in tracts that will be owned and maintained by the homeowners association. Phase 2B will have two main access point. The main access point will be located on the western Crown Point Parkway, south of the High School. The Ocoee Crown Point Phase 2B FSP proposes several amenities for this phase of the development. The first of these amenities is a 1.94 acre pool and park. The other major amenity that will be provided is a walking path in the upland trail tract adjacent to Lake Apopka. The Ocoee Crown Point PUD Phase 2B does not contain wetlands or floodplain. The wetland area limits and buffers shown are all located in separate tracts owned by the City. Potable water and sewer services will be provided by Orange County. The City of Ocoee will provide solid waste services, reuse water, police and fire protection. Finally, the Applicant has requested no Waivers from the Land Development Code for this project phase. DEVELOPMENT REVIEW COMMITTEE RECOMMENDATION: On May 2, 2017, the DRC met to determine if the proposed Final Subdivision Plan was consistent with the City's regulations and intent for the sale of land. The Development Review Committee voted unanimously to recommend approval of the Final Subdivision Plan, subject to resolving the remaining staff comments. STAFF RECOMMENDATION: Staff respectfully recommends that the Planning & Zoning Commission recommend approval of the Final Subdivision Plan for Ocoee Crown Point PUD Phase 2B. Attachments: Location Map; Exhibit"A"Crown Point PUD Site Plan(In lieu of Approved Ocoee Crown Point PUD Land Use Plan) Aerial Zoning Map Proposed Final Subdivision Plan for Ocoee Crown Point PUD stamp dated June 8,2016. 1 f� rn q. Q ♦ . ThrYaihrtrL r : West A29 oad Sate R )rs Cross L7POND DP f TRACT 024 JW Nat drunt Village TRACT 02 Single Family TRACT '0 2A UCT #W 'I. - - J r TRACT 0 3 -community pk TRACT #4 � Elementary I School BIZ POND wa #5 1 (MMILM FAI ILY SDP; HIMMaiy Un L) \-ntAs,v #52 (WMUND BUM111R) TROT #M/ ,..TRA(-7r 03A : TRACT 026 ,TRACT #38 U TRACT N39' #27 -Y!" TRACT ' 46C TRAM 020 CT .,TRACT *46 f 033A TRACT -F33 "A N #TRACT I iACT #6G'.' ram, s TRACT0617 PA.= 1TRACr# -TRACT 028 V TRAcr # TRACT 06D 111iLitutio lk 0 j t, -14 0-111 r PACT *7A is is 7 TRACT 034 Rat/f 7 7- FARCELT TRALT 0 13 TRWr• Tpj= -0= '10 CVMft1etC"l FAXERL A '[-p TRACT 041 'T -1Wss Rot TRACT o 4A TRACT # 12C TRACT if I 6A TRACT *I OA PARCEL 9PARCEL 6:1 TRACr 0 12 1 IMACr f I I TRACT 0 1 ZA t;#49i 029 TRACT TRAM, 4 14 iflf TRACT 031 kRACT#-2]' MCEL 7 TRACT 030 PARCEL 7 EXHIBIT "All Fig. I Ocoee Crown Point PUD Overall Site Plan 10-11-04 11:::..: gi. ,pi• II El ,i 0 0 0 r' C -02gr- 0090XG) 0Z -0 K0 (n (n (n (n (n � (.0Sg n co" c 7 C (Q• CD o 0 CD CD CD 0 CD• a 0 C 7 DD 7 7 C CD 7 7 C 0 CD () 6 Q 3 7 G 7 3 co -� 6 (D up co tQ CQ 7 Q' 7 a p v N 6 0c 03 v (1! 3 � 6 m �• Qom (7. 9) ET Oo 0 -u o cm O TI -n -1 -n Cn 7 Q- CD O N al. Q a Q• o s 2. 0 7 o v iS 3 3 3 3 7 Co EDM ° o Fr: o C v Q 11) to CI Cn 7' Cll 3 o Q (D •T �. �. �. �. 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Final Subdivision Plans Applicant Mattamy Orlando, LLC 1900 Summit Tower Boulevard, Suite 500 Orlando, FL 32810 Tel.: 407.599.2228 Owner City of Ocoee 150 North Lakeshore Drive Ocoee, FL 34761 Tel.: 407.905.3100 t o o o 0 0 i ,a D MAY 0 2 2617 Paradise �. a. CITY OF OCOEE Heights:; Site ...., L ,. 0 _. w .. Lake Apopka �. 0 -_-. Qcoee - ;� Winter rr.•• GarcTen ... $L' 'N1.,:=riP a _ - .1„rii— - a Oakland .S _ . 'N CdbiPi �I.�+w - y ;�t'F/oridas T/kp _ _ _-e,:•,:nl _---EJ3t-WCflr Site Location Map f� 225 E. Robinson Street 0 3000 6000 Feel Suite 300 Orlando, FL 32801 SheetInclex 407.839.4006 Certificate of Authorization No. Drawing Title Latest Issue Number FL*3932 C1.00 Legend And General Notes 03/03/2017 C1.01 Existing Conditions Plan 03/03/2017 C1.01A Tree Preservation Plan 03/03/2017 z!L C1.02 Erosion & Sediment Control Plan 03/03/2017 Community Planner & Civil Engineer: VHB C1.03 Erosion Control Details 03/03/2017 225 E. Robinson St., Suite 300 C1.04 Master Site Plan 03/03/2017 Orlando, FL 32801 P 407.839.4006 • F 407.839.4008 C1.05 Typical Road Sections & Details 03/03/2017 C2.00-C2.02 Lot Grading Plan 03/03/2017 Surveyor: VHB C2.04 Grading Details 03/03/2017 225 E. Robinson St., Suite 300 C2.06 Pond Details 03/03/2017 Orlando, 32801 P 407.839.4.4 006 • F 407.839.4008 C3.00-C3.02 Drainage & Wastewater Plan 03/03/2017 Environmental: A C3.03-C3.05 Underdrain Location Plan 03/03/2017 VHB C4.00-C4.01 Potable Water Distribution Plan 03/03/2017 225 E. Robinson St., Suite 300 Orlando, FL 32801 C4.02-C4.04 Reclaimed Water Distribution Plan 03/03/2017 P 407.839.4006 • F 407.839.4008 C4.50-C4.51 Utility Asset Tables 03/03/2017 C6.00-C6.10 Plan & Profile 03/03/2017 C9.00-C9.01 Standard F.D.O.T. Details 03/03/2017 C9.02-C9.03 General Construction Details 03/03/2017 C9.04-C9.05 Standard Potable Water Details 03/03/2017 C9.06 Standard Wastewater Details 03/03/2017 C9.07-C9.08 Standard Reclaimed Water Details 03/03/2017 C9.15-C9.16 Conditions of Approval 03/03/2017 No, Drawing Title Latest Issue SV1 - SV4 Boundary & Topographic Survey 01/06/2017 James Hoffman, P.E. P' E. N 75623 DATE. -Mar. 03, 2017 \\vhb\proj\0Hando\61975.00 ocoee cronn point\cad\Id\Planset\Pha8e2B\6197500-Ph2B-LG.dw9 E Legend Exist. Prop. Exist. Prop. PROPERTY USE 21 a; T IS i:' nIl R• 1].15 W TOP & BOIMU ELEVATION _ N.N .11.15 Tc TOP & BOTTOM ELEVATION a - DINT Or WORK RGHT-OF-WAY 27,D a2135 _ 21M SOOT EIEVAP04 ./LEADER - EASEMENT ill � /_ SPoT ELEVATION ./LEADER BOLDING SETBACK n. •21.25 SPOT ELEVATIN LOT LINE R-f0 hR-10 BOR%G LOCATOV & ID - - --- - - H- BASEUNC 0 TEST PIT LOCATION PHASE USE BOUNDARY O ® TEST WELL IDI QMW MONITORING WELL � riE1tMO LINE WIIN FUG EEv = cG.G • • BENCH MARK - - - - ROODPIAN L7b _ _ ORANAGE LIVE =P1° BORDERING LAND SUBJECT t0 FLOODING If, m OVERFLOW DRA'N '- WETLAND BUFFER ZONE -��- 6W ROOF BRAIN -I'•'- a's SEW:R LINE NO DISTURB ZONE -LT!- 4TV FORCE V0.'N la°• 200' RIVERFRON7 AREA - az - _ 0TA - OVERHEAD WRE - - - - - - DRi/GRAVEL ROAD 6 V WATER LIVE EDGE OF PAVEUENT ^�-- "P FIRE PROTECT104 USE --_-- RUSE CURET --�- YG GAS US- - - K VFRT. CURB -EKE UNDERGROUND ELECTRIC - = CONCRETE CURB & GUTTER --'-- 7 TELEPHONE USE -- LINT O CURB TYPE -i<- FA FIRE &ARV SAVAUT -teh- GN CABLE TV Sl SOLID MITE USE L� O DITCH BOriOV INLET ^L STY SWD YELLOW LINE @7 • DRAFT MANHOLE E3 BROKENWr17E USE BROKEN YELLOW LINE TRENCH ORAIV -gj, 57Kx • PLUG/STUB - SOLD MITE CHARNEUZI%G USE INS P FES FLARED EhD SECTON SSr Sm1 SOLD YELLOW CRA41EUZING LINE \_/ HEADWALL - DOUBLE YELLOW USE tr © GREASE TRAP 4 STOP BAR CONTROL STRUCNNE SIM WARD RAIL T CURB INLET WOOD GUARD RA'L (SQUARE POSO D VES WOO GUARD RA'L (SQUARE POSO Co DTI CATCH BASS - - - - - PATH ®DIN DOUBLE CATCH BASH TREE USE © ee0 GUTTER INLET -•- CHA'N UN< FENCE oxG� C C`0 STONE WALL REFINING WALL • • SEWER MANHOLE 6-Tr HAY BALES CS CURB STOP # -P-r 3E -Pr SILT FENCE TURBID'TY BKWE? I WC ® WATER GALE - El. TAPANG SLEEVE & VALVE Poso CONTOUR 9AVESE COKKECTION �- 1104NAL WATER LINE MAP {J HID O• FIRE HTURAYr -- - + - -- - 4 - VNO4 CONTOUR y -per MAJOR CONTOURPI,A ❑J D WATER METER -r- _Ti_ Top of SLOPE POST ISOLATOR VALVE -L �- -SS- BOTTOM Rf SLOPE ® WATER WELL Y/// ��. ❑ BU LDLNG C GAS GATE IN BU LDING ENTRANCE B e GAS METER LOADSG COCK LLI • EIEC ITIC MANHOLE • BO.URD ® ELECTRIC BOX �� Wu STER PAD - c o ELECTRIC METER T T SIGN S O LIGHT POE w RUBLE SIGN 4 FLOOD UOLT • • PARKING METER •• SINGLE LUN,NA'RE Q PARKING COUNT •-• �• DOUBLE LUVNA'RE OI COMPACT PARKING STALLS >+• •_• TRIPLE LUVLVME III!11115 IIIIIIIIIIIII CROSSWALK .�. QUAD LUMINA'RE WALL PACK ( CONC. PAVEMENT JXL 411 NORMAL PAVEMENT (D • TELEPHONE MMrdE Q HEAVY DUTY PAVEMENT o e TRAFFIC SGYAL CONCRETE PAD OR SDEWALK © SIGNAL BOX FAO' vACP TIRE ALARM CONTROL PANEL RPRAR o e FJE ALARM BOX CONSTRUC PON ENTRANCE 1)) ID TRANSFORMER PAD ® HAD,CAP RAMP HMDCAP PARKING For Continuation See Sheet NAICHNNE NEXT -__-__-NATCHUXE VAN-ACCESSBUE HANDICAP PARKING ARµ SIRIYTURE CALLOUT Sheen n ARCH. OETA'L (SEE Stn.'clure No. Sheet no. ARCH. DRAWNGS) Rm (R) Else of Pavnenl (EP) 9IH 54uchre T I Structure Balton Rpe Inwl Qev. HATING'£ Ta or Fran - t UTILITY POE GUY POE UTILITY CROSSING CALLOUT L7^- r El ® HAND HOE PULL BOX Mily troung Upper Rpe Insert Elev IN Loser File IWwt Ele, Pile S]e 1. ALL CONSTRUCTION TO BE IN ACCORDANCE KITH THE LATEST VERSION OR THE Gtt OR Qj OCOEE ENGINEERING STANDARDS MANUAL AND ORANGE COUNTY UTILITIES DEVELOPMENT SHALL COMPLY WITH THE CITY OF OCOEE LAND DEVELOPMENT CODE, EXCFPi AS MODIFIED BY THE OCORE CROWN PdNT PUD/PHASE 2A&2B, OR THE PSP. Q2. PAVEMENT STRIPING TO BE IN ACCORDANCE WIN CITY OR OCOEE ENGINEERING STANDARDS 2 MANUAL AND WITH THE FLORIDA D.O.T. ROADWAY & TRAFFIC STANDARDS, INDEX 17346. 3. THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN ON THE PLANS HAVE BEEN FIELD VERIFIED AT ALL POINTS OF CONNECTION AND AT ALL POSSIBLE AREAS OF CONFLICT. THEY ME DETERMINED FROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THEIR ACCURACY. PRIOR TO THE STMT OF MY CONSTRUCTION ACTIVITY. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE VARIOUS UTILITIES MD TO MAKE THE NECESSARY ARRANGEMENTS FOR MY RELOCATIONS TO THESE UTILITIES WITH THE OWNER OF THE UTILITY. THE CONTRACTOR SHALL EXERCISE CAUTION WHEN CROSSING AN UNDERGROUND UTILITY. WHETHER SHOWN ON THE PLANS OR LOCATED BY THE UTILITY COMPANY. ALL UTILITIES THAT INTERFERE WITH THE PROPOSED CONSTRUCTION SHALL BE RELOCATED BY THE RESPECTIVE UTILITY COMPANY AND THE CONTRACTOR SHALL COOPERATE WITH THEM DURING RELOCATION OPERATIONS MY DELAY OR INCONVENIENCE CAUSED TO THE CONTRACTOR BY THE RELOCATION OF VARIOUS UTILITIES SHALL BE INCIDENTAL TO THE CONTRACT. 4. VIHERE MUCK OR OTHER ORGANIC MATERIAL IS FOUND. IT SHALL BE REPLACED WITH GOOD DUALITY BACKFILL MATERIAL OBTAINED FROM THE GRADING OPERATIONS OR OTHER SOURCE APPROVED BY THE GEOTECHNICAL ENGINEER. THE ORGANIC MATERIAL SHALL BE THEN USED AS TOP DRESSING WHEN MIXED WITH CLEAN BACKFILL SOIL AS APPROVED BY THE GEOTECHNICAL ENGINEER OR PLACED AS APPROVED BY OWNER. 5. ALL FINISHED GRADES AND ELEVATIONS ARE AS DENOTED BY THE ARPUCABLE LEGEND. 6. AS PART OR THE CLEARING AND GRUBBING OPERATION, THE CONTRACTOR IS TO REMOVE ALL FENCING AND/OR EXISTING FACILITIES FROM THE SITE. 7. FOR BENCHMARKS CONTACT WEL B. ANY STRUCTURES IN THE RECREATION AREA ARE TO BE PERMITTED SEPARATELY THROUGH THE CITY OF OCOEE. FLORIDA. 9. ALL UTILITIES EXISTING AT THE TIME OF PLAN PRODUCTION LOCATED AT POINTS OF CONNECTION AND CONFLICT WITH PROPOSED UTILITIES HAVE BEEN FIELD VERIFIED. 10. SDEWALKS SHALL BE CONSTRUCTED TO BE FLORIDA ACCESSIBILITY AND ADA COMPLIANT INCLUDING HANDICAP RAMPS AT ALL INTERSECTIONS 11. THE ORANGE COUNTY ENVIRONMENTAL PROTECTION DIVISION MUST BE NOTIFIED IN WRITING BY THE ARPUCANT OF THE START AND COMPLETION OF THE PROJECT. 12 THE LIMITS OF POND TRACTS SHALL BE SODDED UNLESS OTHERWISE NOTED. 13. CONCRETE SIDEWALKS (AS SPECIFIED BY APPROPRIATE ROADWAY SECTION) ADJACENT TO ALL LOTS TO BE INSTALLED BY HOME BUILDER. SIDEWALKS ADJACENT TO PONDS, PARKS. AND OPEN SPACE ARE TO BE CONSTRUCTED WITH INFRASTRUCTURE 14. EARTHWORK TO BE DONE IN ACCORDANCE WITH GEOTECHNICAL ENGINEERING EVALUATION REPORT: AS PREPARED BY UNIVERSAL ENGINEERING SCIENCES. INC. 15. ALL UTILITIES LOCATED OU151BE PUBLIC RIGHT-OF-WAYS AND PUBLIC EASEMENTS SHOULD BE PRIVATELY OWNED AND MAINTAINED. 16. THE CONTRACTOR SHALL NOTIFY THE OCU CONSTRUCTION DIVISION (407-254-9798) 48-HOURS PRIOR TO ANY UTILITIES CONSTRUCTION. 17. THE CONSTRUCTION OF ALL UTILITIES CONNECTING TO OCU UTILITY SYSTEMS SHALL CONFORM TO OCU' STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL. DATED FEBRUARY 11, 2011. IS. CONTRACTOR 15 RESPONSIBLE FOR OBTAINING FOEP GENERIC PERMIT FOR THE DISCHARGE OF PRODUCED GROUND WATER FROM ANY NON -CONTAMINATED STE ACTIVITY IN ACCORDANCE OF FLORIDA ADMINISTRATIVE CODE 62-621.300 (2). 62-620. AND FLORIDA STATUTES CHAPTER 403. 19. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ALL STRUCTURES AND MATERIALS TO THE ENGINEER FOR RENEW AND APPROVAL PRIOR TO INSTALLATION. 20. CONTRACTOR SHALL NOT WILLFULLY INSTALL OR CONSTRUCT ITEMS AS SHOWN ON THE DRAWINGS WHEN IT IS APPARENT IN FIELD THAT UNKNOWN OBSTRUCTIONS. GRADE DIFFERENCES. OR DIFFERENCES IN EQUIPMENT. INFRASTRUCTURE. OR AREA DIMENSIONS EXIST THAT MAY NOT HAVE BEEN CONSIDERED IN THE ENGINEERING DESIGN. SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF THE OMER's REPRESENTATIVE IMMEDIATELY. IN THE EVENT THAT SUCH NOTIFICATION IS NOT PROVIDED PRIOR TO INSTALLATION OR CONSTRUCTION. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR MY NECESSARY REVISIONS SANITARY SEWER NOTES: 1. ALL MATERIALS MD CONSTRUCTION SHALL BE IN COMPLIANCE WITH ORANGE COUNTY UTILITIES STANDARDS MD CONSTRUCTION SPECIFICATIONS MANUAL. DATED FEBRUARY 11, 2011. 2. ALL MANHOLES SHALL BE 4 FT. INSIDE DIAMETER. 3. PIPE LENGTHS SHOWN REPRESENT SCALED DISTANCES BETWEEN MANHOLE CENTERUNE. 4. ALL SANITARY SERVICE LATERALS SHALL BE 6 INCH DIAMETER. S. INVERTS OF SANITARY SERVICE LATERALS AT THEIR CONNECTION TO SANITARY MANHOLES SHALL BE NO MORE THAN ONE (1) FOOT MOVE THE MANHOLE INVERT. 6. MINIMUM AS BUILT 8' PVC SEWER LINE SLOPE WILL BE 0.28x MINIMUM AS BUILT TO- PVC SEWER LINE SLOPE WILL BE 0.21•A IF MINIMUM PIPE SLOPE IS NOT MET, THE PIPE WILL BE RELAYED BY CONTRACTOR TO MEET THE MINIMUM REWIREMENT AT NO ADDITIONAL COST. 7. MARK LATERALS WITH 6' HIGH PIECE OF 2' X 4' PLANK PAINTED GREEN WITH LOT NUMBER CLEARLY MARKED MD AN'S' IMPRINTED IN THE CURB. LOCATOR BALLS SHALL BE PLACED UNDER ALL SANITARY SEWER SERVICE CLEMOUTS 8. LEAKAGE TESTS ARE SPECIFIED REWIRING THAT: 1) THE LEAKAGE EXFILTRATION OR INFILTRATION DOES NOT EXCEED 200 GALLONS PER INCH OF PIPE DIAMETER PER MILE PER DAY FOR MY SECTION OF THE SYSTEM. 2) EXFlLTRATION OR INFILTRATION TESTS BE PERFORMED WITH A MINIMUM POSITIVE HEAD OF 2 FEET; AND 3) AR TESTS. AS A MINIMUM. CONFORM TO THE TEST PROCEDURE DESCRIBED IN ASTM C-828 FOR CLAY PIPE. ASTM C 924 FOR CONCRETE PIPE. ASTM F-1417 FOR PLASTIC PIPE, AND FOR OTHER MATERIALS APPROPRIATE TEST PROCEDURES. MR TESTING. IF SPECIFIED FOR CONCRETE SEWER MANHOLES• CONFORMS TO THE TEST PROCEDURES DESCRIBED IN ASTM C-1244. 9. DESIGN REWIRES: 1) MANHOLE UR HOLES AND GRADE ADJUSTMENT RINGS BE SEALED WITH NON -SHRINKING MORTAR OR OTHER APPROPRIATE MATERIAL; 2) INLET AND OUTLET PIPES BE JOINED TO THE MANHOLE WITH A GASKETED FLEXIBLE WATERTIGHT CONNECTION OR MOTHER WATERTIGHT CONNECTION ARRANGEMENT THAT ALLOYS DIFFERENTIAL SETTLEMENT OF THE PIPE AND MANHOLE WALL AND 3) WATERTIGHT MANHOLE COVERS BE USED WHEREVER THE MANHOLE TOPS MAY BE FLOODED BY STREET RUNOFF OR HIGH WATER. 10. CONTRACTOR IS RESPONSIBLE FOR PROVIDING SEANCES AT EACH LOT. SERVICES SHALL HAVE 3' MIN. MD 4' MAx COVER AT LOT CLEAN OUT. PAW NO AND DRAINAGE NOTES: 1. PIPE LENGTHS SHOWN REPRESENT SCALED DISTANCE BETWEEN CENTERUNES OF ORANAGE STRUCTURES 2. ALL MEDIANS AND ISLANDS TO BE FILLED WITH CLEAN SOIL 3. ALL PAVEMENT RETURN RADII SHALL BE 25' AND MEASURED FROM THE INTERFACE OF THE CONCRETE CURB AND PAVEMENT SURFACE UNLESS OTHERWISE NOTED. 4. DITCH BOTTOM AND CONTROL STRUCTURE INLET GRATES SHALL BE SECURED WITH CHAIN AND EYEBOLT. 5. FIVE (5) FEET OF SOD IS REWIRED AROUND ALL DITCH BOTTOM INLETS, MANHOLES, HEADWALLS AND MITERED END SECTIONS 6. TOP ELEVATIONS OF MANHOLES IN GRASSED AREAS SHALL BE AT MINIMUM 3 INCHES MOVE FINISHED GRADE. 7. ALL CONCRETE DRAINAGE STRUCTURES TO BE CONSTRUCTED PER D.O.T. ROADWAY AND TRAFFIC DESIGN STANDARDS UNLESS OTHERWISE NOTED. 8. CONTRACTOR SHALL PLACE BLUE REFLECTIVE MARKERS ON PAVEMENT IN FRONT OF FIRE HYDRANTS 9. MINIMUM LONGITUDINAL SLOPE OF CURB SHALL BE O.SDx. 10. IF THE CONTRACTOR UTILIZES HOPE STORM PIPE IN LIEU OF RCP. THEN IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROM DOCUMENTATION FROM THE PIPE MANUFACTURER. CONFIRMING THAT SUFFICIENT COVER HAD BEEN PROVIDED TO PREVENT PIPE ROTATION. IN THE EVENT THAT ADEQUATE COVER IS NOT PROVIDED. IT IS THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN DESIGN AND CONSTRUCTION SPECIFICATIONS FROM THE MANUFACTURER. FOR THE HDPE PIPE ANCHORING SYSTEM TO PREVENT PIPE FLOTATION. RECLAIMED WATER NOTES: 1. ALL RECLAIMED WATER CONSTRUCTION AND MATERIALS SHALL BE W COMPLIANCE WTH AWWA STANDARDS, AS WELL AS ARTICLE 26 AND ARTICLE 32 OF THE CITY OF OCOEE ENGINEERING STANDARD MANUAL (TILE 'ESE). . 7. PIPE LENGTHS SHOWN REPRESENT SCALED DISTANCES BETWEEN FITTINGS OF BRANDIES AND MAWS 3. DEFIECTONS AT PIPE JOINTS SHALL NOT EXCEED 75% OF THE MANUFACTURER RECOMMENDED DEFLECTION. 4. ALL GATE VALVES SHALL BE EQUIPPED WITH AN ADJUSTABLE CAST WON VALVE BOX 'VAIN COVER, WITH SLIP CAST BRONZE EXTENSIONS WHERE NEEDED. GATE VALVES SHALL BE W ACCORDANCE WITH SECTION 32.07.05 OF IKE ESL 5. All NEW OR ALTERED RECLAIMED WATER MANS INCLUDED IN THIS PROJECT SHALL BE HYDROSTATICALLY TESTED W ACCORDANCE VAIN AWWA STANDARD C600. HYDROSTATIC TESTING SHALL BE W ACCORDANCE VAIN SECTION 32.13 OF THE ESM AT 150 PS FOR A DURATION OF 2 HOURS- 6. A MWOIUM OF 3 FEET OF COVER SHALL BE MAINTAINED OVER RECLAIMED WATER MANS 12 INCHES IN DIAMETER OR SMALLER. A MINIMUM OF 4 FEET OF COVER SHALL BE MAINTAINED OVER RECLAIMED WATER MAINS 15 INCHES W DIAMETER LARGER 7. ALL NON-METALUC WATER MANS SHALL BE INSTALLED WITH A CONTNUGHIS, INSULATED 10 GAUGE COPPER WIRE INSTALLED DIRECTLY ON TOP OF THE PIPE FOR LOCATION PURPOSES. 8. PIPE MATERIAL PIPES SHALL BE PVC PIPE MANUFACTURED IN ACCORDANCE VAIN AWWA STANDARDS C9DO/c905, LATEST EOION• AND SHALL HAVE A UOAIUM DIMENSION RATIO (DR) OR IS, 9. ALL RECLAIM WATER PIPE. USES. TUBING, METER BOXES, AND LOCATE VARE/FAPE SHALL BE PASTORE PURPLE 522C IN COLOL PVC OR HOPE MAINS SHALL BE MAIMED VAIN A CONTINUOUS STRIPE WINN THE TOP 90-DEGREES OF THE PIPE STRIPE SHALL BE A YWWIIM OF 2 INCHES IN WIDTH AND SHALL BE LIGHT PURPLE IN COLOR IN ACCORDANCE VAIN SECTION 32.10 OF THE ESJ. AS -BUILT NOTES, 1. THE CONTRACTOR SHALL SUBMIT A CERTIFIED SET OF RECORD DRAWINGS TO THE ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECORDING INFORMATION ON THE APPROVED PLANS CONCURRENTLY WITH CONSTRUCTION PROGRESS. RECORD DRAWINGS SUBMITTED TO THE ENGINEER AS PART OF THE PROJECT ACCEPTANCE SHALL COMPLY WITH CRY OF OCOEE FLORIDA ENGINEERING STANDARDS MANUAL -SECTION 3, ORANGE COUNTY UFFUNNES SPECIFICATIONS AND THE FOLLOWING REQUIREMENTS: A DRAWINGS SHALL BE LEGIBLY MARKED TO RECORD ACTUAL CONSTRUCTION. B. DRAWINGS SHALL SHOW ACTUAL LOCATION OF ALL UNDERGROUND AND ABOVE GROUND STORM DRAINAGE. WATER AND WASTEWATER PIPING AND RELATED APPURTENANCES. ALL CHANGES TO PIPING LOCATION INCLUDING HORIZONTAL AND VERTICAL LOCATIONS OF UTILITIES AND APPURTENANCES SHALL BE CLEARLY SHOWN AND REFERENCED TO PERMANENT SURFACE IMPROVEMENTS OR BY STATE PLANE COORDINATES. DRAWINGS SHALL ALSO SHOW ACTUAL INSTALLED_ PIPE MATERIAL, CUSS, ETC. C. DRAWINGS SHILL CLEARLY INDICATE VERTICAL AND HORIZONTAL SEPARATION BETWEEN WATER MAN AND STORM DRAINAGE/SANITARY SEWER/RECWM WATER MANS AT POINTS OF CROSSING IN ACCORDANCE WITH FOEP CRITERIA D. DRAWINGS SHALL CLEARLY SHOW ALL FIELD CHARGES OF DIMENSION AND DEFAIL INCLUDING CHANGES MADE BY FIELD ORDER OR BY CHANGE ORDER. E. DRAWINGS SHALL CLEARLY SHOW ALL DETAILS NOT ON ORIGINAL CONTRACT DRAWINGS, Bur CONSTRUCTED IN THE FIELD. ALL EQUIPMENT AND PIPING RELOCATION SHALL BE CLEARLY SHOWN. F. LOCATION OF ALL INLETS. MANHOLES, HYDRANTS. VALVES AND VALVE BOXES SHALL BE SHOWN. ALL VALVES SHALL BE REFERENCED FROM AT LEAST TWO AND PREFERABLY THREE PERMANENT POINTS OR BY STATE PLANE COORDINATES. G. DIMENSIONS BETWEEN ALL INLETS AND MAN DUES SHALL BE FIELD VERIFIED AND SHOW. THE INVERTS AND GRADE ELEVATIONS OF ALL INLETS AND MANHOLES SHALL BE SHOWN. H. DRAWINGS SHALL CLEARLY SHOW CURB ROW LINE ELEVATIONS AT ALL PARKING AREAS. I. CONTRACTOR SAL. PROVIDE AS -BUILT SURVEY FOR POND GRADING. ONE FOOT POND CONTOURS SHALL BE PROVIDED BETWEEN DESIGN TOP OF BANK ELEVATIONS. POND BOTTOM. AND 2:1 GRADE BREAK. J. EACH SHEET OF THE PLANS SHALL BE SIGNED, SEALED MO DATED BY REGISTERED SURVEYOR WITH A NOTE READING 'n1ESE AS -BUILT DRAWINGS ACCURATELY DEPICT THE ACTUAL IMPROVEMENTS AS CONSTRUCTED'. K. WHERE THE WATER MAIN CROSSES OTHER UTILITIES (STORM, GRAVITY SEWER, FORCEMAN AND RECLAIMED WATER), THE CERTIFIED AS -BUILT DRAWINGS SHALL CLEARLY INDICATE THE CONSTRUCTED ELEVATIONS IN SUCH A WAY THAT THE VERTICAL SEPARATION BETWEEN THE WATERMAIN AND OTHER UTILITIES MAY BE VERIFIED BY THE ENGINEER. FAILURE TO PROVIDE THIS INFORMATION WILL RESULT IN THE CONTRACTOR EXCAVATING AND SURVEYING THE UTILITIES AT NO ADDITIONAL COST TO THE OWNER. L WHERE THE WATER MAIN CROSSES OTHER UTILITIES (STORM, GRAVITY SEWER. FORCEMAIN AND RECLAIMED WATER). THE CERTIFIED AS -BUILT ORAWINGS SALE CLEARLY INDICATE THE LOCATIONS OF PIPE J04NTS IN SUCH A MANNER AS 70 DEMONSTRATE THE PIPE IS CENTERED AT ALL THE CROSSING. FAILURE TO PROVIDE THIS INFORMATION WILL RESULT IN THE CONTRACTOR EXCAVATING AND SURVEYING THE UTILITIES AT NO ADDITIONAL COST TO THE OWNER. 2. CONRACTOR TO PLACE GRADE STAKES AT CENTER OF FROM AND REM UNITS OF EACH BUILDING PAD FOR OWNER/ENGINEER OBSERVATION AND APPROVAL 3. THE CONTACTOR SHALL SUBMIT TWO (2) CERTIFIED COPIES AND EXCEL FILES OF THE COMPLETED UTILITY ASSET AND DEFLECTION TABLES FOR WATER, RECLAIMED WATER. AND AN SITARY SHOWN ON RESPECTIVE SHEETS. COMPLETE ASSET AND DEFELCTION TABLES SHALL BE REQUIRED PRIOR TO ANY CERnnCATKW OF RESPECTIVE SYSTEM. COORDINATE DATA SHALL BE PROVIDED IN STATE PLANE COORDINATES. C�NU m1�sTR6S1.CIloII �EpFICAnaB MlUuu. APPBNoaA FIOUREGN aTEF urylt aml OCUGELIEAALNOTES 1 WEOONTMCTOR SHALL IXERtxSE EXTREMEGIRpN N1@JIXUVATNGNPRO%BIRYOR WATEfl MAINS. WASTEWATER FORCE MAMRlSR1EIT SUEFA]FECUVUEDWAIEA MAN&MANLOGIgN$SHOANONPWIS MAY lNOTBE ENACT THE CONTACTOR ISRESPdI&BLE FOR FEED VERFYNG EXARTNG UTILITY LOCATIONS 2 SHOULDTTnMDFNEE CYOCOITCNECIXRMRORSHALLIMMEdAIB.YNOiFY THEOW DLSEATCHOPERATOR (10)d]F-2]1N MDTHEOQI MSPECTQR 3 IN E tDNTRACTORS LWTPYNEOONCGNSTRUGTXROV MATLFAST6EVENUY9PRAxHT000MMBK ff OF THEWNSTRUCTM1PROECTBYCALM1G(4ON254 W 4 THEUJNIMCHORSWILLWTF MEOCUfb,•1STMICTpNOVI3XINATIEASTiBH SPR TOAHYUTWES CONSTRUCTION BY CAUMIG (407) 23AGi6B 5 THE MATERIALS. PROGICTS AND CON -ION OFALL UILRES CONN£CTNG TO TIE COH SYSTEM SHALL BE IN CONFORMANCE V NTH THE ORANGE COUNTY WI ITES 9TMON05 AND CoUnPUCTIO N SPECFKATpNS MANUAL_ e ALL OOIMMJ$ MOFACAITEBNTHPINELMrtb OFTHEPR MT3H MSUPPORTMO PROTECTMAONNST MMAGEDWNG WH4TITUCTION ] THEMUN CTORATWECONTMCT E)IPENSESHALLIMMEfYATELY7EPARAIIDW STO0 MMMU FACILITIES FTEREPARIBNOTIWAOENATWELYMA14ER,pSOETERMNMSYOW,000MAYPERFORMREO LRED REPARSANAOEVAP. NECdrtMCTOR WLLBEOIARGEDFORALL EXPBSESASSOGUTEDNITH THEfEPAR 8 NE=ffM ORSALLA0JU5Tp DISM•O(K JSMDFACILITESMNOOM1FLICTYAMH GRADE HEWORALTERED ROeONAYS.SDEWALKS,ORNEWAYS.MSTMMWATERIMPROVENl9R8 WIFACMIE3 TO BEAAVSTED NCLULE BIIi AREHOTUWTEDTOPIPEL O.MMPSMT04.VALVEBOXES,ARRFlcA¢VALVES,FIREHYTXWITS,MANHOLEN S. MOMETEAS 9 ONAYCCUSWLLL WP TEOCUWMTERWASTEWMIERAHDRECWMEDWATERVALVES THECOTRMCTORSHAL. COORDNATE VALVEOPERATIONNNTH TIE OW NSPEC]CQ FORORQATKKldF NAN9 FAT OMN®BYOCTI. R is THE CGIT WMSRESOl5IB TOWO4DPATE MATH TEPPPROPHATEUIIfTY REPRESElrtATNE 10, Call STRUCTNRAUMTES3HA P1 TU ENIETRIPTIXNSMJVMTEP,W TEWATMI REQAIMEDW MS""X`E THECdRMCTOR 514ML WORDeMIE P7E-APPRO`/®uNERRIPT104$ OF b�iVICEYATH THE OCU NSPECTOR ] NOWQiG DAYS IN PD7AJCE 11. THEFQ4TMGTOR SHALL PROO(E FOR BYPASSMIOMDORMLAINGWASfEWATERCWMIG APPTW®HTERRUPTIOVSOF YIASTEVMTERR NN TONNECTKKL4 THEOIXITACTORSHALSUBMRA PRM7I 1Nb 0 AT 6 BED BYp PROFESSIUYAI. BNGNH9H TOOCU OEVBORN131T ENGM EEIdHG FOR APPROJpL PRIOR TO I M➢LEMF1NTAipN BY fXR1MCT0R 12 ALLVALVES NSTALLEDASPARTOFTA40DKSTRUCTCN PROM{TSHALL flEMANCLOSEDGX3MJG CGNbfRUCTKKL KEEP VALVESORALLL'.EI ipP5GO5EDUNTACLEAREDBY FOEP. CONOTCONNECTNENLY WNSTRUCTED-ER WMNSTOMY 13 THEOIXRRACTORSHALLPRO MANMPERAS4AIB WY A04CKFLONPREVBJTERFORN MTEMPORARY CONNEC4TOMU% TMPOTABLEWATERSWRICENOLSETHTOMH MTEAJARUSHN WATERMAWSVAN POTABLE WATER MY TEMPORARY POTABLE WATEROORN9:TKKI5 TO RECW LFD WATER OR FORGE1.W11 SHALL ALSO BE EOIIIPPED VAN A BACIROW PREVEHfER 14 FORPVCPIPE TATWLLMWiMMDAWMANT3)BYO( .WPPEBENOPI06pLLONED HIE MAXIMUM pLLOAwBLE TOLIINAJCE PoRJOM DEFLECTION IS075 DEGREES PAGES PER JOM PER 20FrbTKK OFPPE) ALXINIMEIR GIPNGE $ALL BE NADEdiLY NUN ELEEVE3 MO FlTMCS 15 FORNONPYC PPE THAT HILL BEOAA£DAHD WOMAN®BYOW,Ld.0 RADIUS CLRVE3, EEIER NOR6dRAL OR VERTICAL M MWSTAL WNSTMONDPPEBYCEFLECTIONSATTIEJOPR3 MOKIMUM OERECipIS AT PPEJONTS,FITTINGS MOLAYMMUWFORWEVARIOUSPPEU91 SHALLNOTIX®75PERC47TORTHEPPEMANUFACWRMS REWMIETIWTION WATER NOTES: I. ALL CONSTRUCTION AND MATERIALS SHALL BE IN COMPLIANCE VATH AW77A STANDARDS AS WELL AS ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL, DATED FEBRUARY 11. 2011. 2. PIPE LENGTHS SHOWN REPRESENT SCALED DISTANCES BETWEEN FITTINGS OF BRANCHES AND MANS. 3. ALL GATE VALVES SHALL BE EQUIPPED WITH AN ADJUSTABLE CAST IRON VALVE BOX WITH COVER. WITH THREADED CAST BRONZE EXTENSIONS WHERE NEEDED. 4. ALL PUBLIC WATER SYSTEM COMPONENTS, ENCLUDING FIRE HYDRANTS. THAT WILL BE INSTALLED UNDER THIS PROJECT. AND THAT WILL COME INTO CONTACT WITH DRINKING WATER WILL CONFORM TO NSF INTERNATIONAL STANDARD 61 AND WILL BE MARKED WITH THE NSF SEAL OF APPROVAL- 5. ALL PIPE AND PIPE FITTINGS INSTALLED UNDER THIS PROJECT SHALL BE COLOR CODED IN ACCORDANCE WITH SUB PARAGRAPH 62-555.320. F.AC, USING BLUE AS A PREDOMINANT COLOR. ALL DUCTILE IRON WATER MANS SHALL BE MARKED WITH A CONTINUOUS STRIPE LOCATED WITHIN THE TOP 90 DEGREES OF THE PIPE. SAID STRIPE SHALL BE A MINIMUM 2 INCHES IN WIDTH AND SHALL BE BLUE IN COLOR. BACKFILL SHALL NOT BE PLACED FOR 30 MINUTES FOLLOWING PANT APPLICATION. FOR PIPE WITH M INTERNAL DIAMETER OF 24' OR GREATER• TAPE OR PANT SHALL BE ARPUED IN CONTINUOUS USES A LONG EACH SIDE OF THE PIPE AS WELL AS ALONG THE TOP OF THE PIPE. 7. ALL NON-METALUC WATER MANS SHALL BE INSTALLED WITH A CONTINUOUS. INSULATED 10 GAUGE COPPER WIRE INSTALLED DIRECTLY ON TOP OF THE PIPE FOR LOCATION PURPOSES. SEE STANDARD DRAWINGS IN ADDITION, ALL PVC WATER MAINS SHALL BE A SOLID BLUE COLOR. ALL LETTERING SHALL APPEAR LEGIBLY ON PIPE AND SHALL RUN THE ENTIRE LENGTH OF THE PIPE. LETTERING SHALL REM AS IS ACCEPTABLE FOR THE INTENDED USE. 8. HYDROSTATIC TESTING AND THE DISINFECTION OF THE WATER DISTRIBUTION SYSTEM SHALL BE DONE IN ACCORDANCE WITH THE AWWA STANDARDS. HYDROSTATIC TESTING 70 BE DONE IN ACCORDANCE WITH AWWA C-600 FOR DUCTILE IRON PIPE AND C-605 FOR PVC PIPE. DISINFECTING TO BE DONE IN ACCORDANCE WITH AWWA C-651 AND RULE 62-555.340 F.AC. 9. MARK SERVICES WITH 6' HIGH PIECE OF 2' X 4' PLANK PANTED BLUE. 10. PIPE MATERIALS: PVC - ALL PIPE, PIPE FITTINGS, PIPE JOINT PACKING AND JOINTING MATERIALS, VALVES, FIRE HYDRANTS. AND METERS INSTALLED UNDER THIS PROJECT SHALL CONFORM TO APPLICABLE AWWA STANDARDS AND SHALL BE MANUFACTURED IN ACCORDANCE WITH AWWA STANDARD C900. LATEST EDITION. PVC SHALL B MANUFACTURED IN ACCORDANCE WITH AWWA STANDARD C900. THE PVC SHALL HAVE A MINIMUM WORKING PRESSURE OF 150 PSI AND SHALL HAVE A DIMENSION RATIO (DR) OF 18. PIPE SHALL BE THE SAME O.D. AS DUCTILE IRON PIPE. PVC JOINT - SHALL BE IN ACCORDANCE WITH ASTM D3139. DUCTILE IRON - SHALL CONFORM TO ANSI/AWWA CI50/C151. A MINIMUM OF CUSS 50 PIPE SHALL BE SUPPLIED. DUCTILE IRON JOINT - SHALL BE IN ACCORDANCE WITH ANSI A21.11 AND AWWA CIII. SERVICES - SHALL BE IN ACCORDANCE WITH AWWA C901/C8OO STANDARDS FOR POLYETHYLENE TUBING, CUSS 160. It. WATER MAN CONNECTION SHALL BE MADE UNDER THE SUPERVISION OF ORANGE COUNTY UTILITIES DIVISION. ALL VALVES SHALL BE OPERATED BY ORANGE COUNTY PERSONNEL ONLY. WATER MAINS ME TO BE DISINFECTED PER AN91AWWA C651-92 AND ORANGE COUNTY UTILITIES DIVISION MANUAL OF STMDARDS AND SPECIFICATIONS FOR WASTEWATER AND WATER MAN CONSTRUCTION SECTION 4210 WHICH INCLUDES A FULL DIAMETER RUSH. 12. IN NO INSTANCE SHALL THE WATER MAIN BE LESS THAT 6' MOVE OR 12' BELOW GRAVITY SEWER MAIN CROSSINGS. WHERE WATER AND GRAAW SANITARY SEWER MANS CROSS WITH LESS THAN I8 INCHES VERTICAL CLEARANCE OR THE SEWER MAIN IS MOVE THE WATER MAIN, THE SANITARY SEWER WILL BE 20 FEET. CENTERED ON POINT OF CROSSING, OF PVC PIPE UPGRADED TO WATER MAN STANDARDS AND PRESSURE TESTED. ONE FULL LENGTH OF WATER MAIN PIPE WILL BE CENTERED MOVE OR BELOW THE PIPELINE SO THE WA AN IS AS FM AWAY AS POSSIBLE FROM THE OTHER PIPELINE OR THE PIPES WILL BE MEAN D SO THAT ALL WATER MAIN JOINTS ME AT LEAST THREE FEET FROM ALL JOINTS IN VACUUM -TYPE SANITARY SEWERS, STORM SEWERS. STORMWATER FORCE MAINS. OR PIPELINES CONVEYING RECLAIMED WATER REGULATED UNDER PART IS OF CHARTER 62-310. F.AC. AND AT LEAST SIX FEET FROM ALL JOINTS IN GRAVITY - OR PRESSURE -TYPE SANITARY SEWERS. WASTEWATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART IN OF CHAPTER 62-610, FAG. 11 IN NO INSTANCE SHALL THE WATER MAIN BE LESS THAN 6' MOVE OR 12' BELOW STORM SEWER CROSSINGS. WHERE WATFA MAINS MD STORM SEWER PIPES CROSS WITH LESS THAN 18 INCHES VERTICAL CLEARANCE. OR THE STORM MAIN IS MOVE THE WATER MAIN. THE WATERMAIN SHALL BE 20 FEET OF DUCTILE IRON PIPE CENTERED ON THE POINT OF CROSSING. 14. IN NO INSTANCE SHALL TINE WATER MAIN BE LESS THAT 6' ABOVE OR 12' BELOW THE REUSE MAIN CROSSINGS WHERE WATER MANS AND UNRESTRICTED ACCESS REUSE PIPES CROSS WITH LESS THAN IB INCHES VERTICAL CLEARANCE. THE UNRESTRICTED ACCESS REUSE MAIN SHALL BE UPGRADED AND HYDROSTATICALLY TESTED IN TINE SAME MANNER AS GRAVITY SEINER MANS IS NEW OR RELOCATED, UNDERGROUND WATER MAINS INCLUDED IN THIS PROECT WILL BE LID 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 VACUUM -TYPE SANITARY SEWER. STORM SEWER, STORMWATFR FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER REGULATED UNDER PART IN OF CHAPTER 62-610. F.AG A HORIZONTAL DISTANCE OF AT LEAST SIX FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF MY EXISTING OR PROPOSED GRAVITY -TYPE SANITARY SEWER (OR A HORIZONTAL DISTANCE OF AT LEAST THREE FEET BETWEEN THE OUTSIDE OF THE WATERMAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED GRAVITY -TYPE SANITARY SEWER IF THE BOTTOM OF THE WATER MAIN WILL BE LAD AT LEAST S% INCHES MOVE THE TOP OF THE SEWER); A HORIZONTAL DISTANCE OF AT LEAST SIX FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED PRESSURE -TYPE SANITARY SEWER, WASTEWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART IN OF CHARTER 62-610. F.A.C.; AND A HORIZONTAL DISTANCE OF AT LEAST TEN FEET BETWEEN THE OUTSIDE OF THE WATER MAN AND ALL PARTS OF MY EXISTING OR PROPOSED 'ON -SITE SEWAGE TREATMENT AND DISPOSAL SYSTEM.' 16. MINIMUM OF 3 FEET OF COVER SHALL BE MAINTAINED OVER WATERMANS ALL PORTIONS OF A WATERMAIN WITH LESS THAN 3 FEET OF COVER SHALL BE ANSI/AWAVA CI50/CI51 DUCTILE IRON PIPE. 17. ALL PIPE AND PIPE FITTINGS INSTALLED UNDER THIS PROJECT SHALL CONTAIN NO MORE THAN 11.0% LEAD. AND MY SOLDER OR FLUX USED IN THIS PROJECT SHALL CONTAIN NO MORE THAN 0.2% LEAD. 18. NEW OR ALTERED DEAD-END WATER MANS INCLUDED IN THIS PROJECT SHALL BE PRONDEO WITH A FIRE OR RUSHING HYDRANT OR BLOW -OFF FOR RUSHING PURPOSES. 19. FIRE HYDRANT LEADS SHALL HAVE A MINIMUM INSIDE DIAMETER OF 6' AND SHALL INCLUDE M AUXILIARY VALVE. 20. IF AGGRESSIVE SOIL CONDITIONS ARE FOUND DURING CONSTRUCTION. WATER MAINS SHALL BE PROTECTED THROUGH THE USE OF CORROSION RESISTANT MATERIALS, THROUGH ENCASEMENT OF THE WATER MANS IN POLYETHYLENE. OR THROUGH PROVISION OF CATHODIC PROTECTION. CONTRACTOR BIDS: 1. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY AND INCLUDE ALL LINE ITEMS AND QUANTITIES IN THEIR BID WHICH ARE NECESSARY TO COMPLETE THIS PROJECT AS DETAILED ON THE CONSTRUCTION PLANS. SURVEY AND GEOMETRY: 1. BOUNDARY BASED ON THE FOLLOWING: SURVEYOR: WEB 225 EAST ROBINSON STREET, SUITE 300 ORLANDO, FLORIDA 32801 (407) 839-4006 2. EXISTING TOPOGRAPHY AND CONTOURS BASED ON THE FOLLOWING: SURVEYOR: We DRAWING: 61975.00-Bndy-Topo-3-16-15.DWG' 3. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL EXISTING SURVEY MONUMENTATION. DISTURBED MONUMENTATION SHALL BE RESTORED BY A FLORIDA-LICENSED LAND SURVEYOR SELECTED BY THE OWNER AT CONTRACTOR'S EXPENSE. 4. VERTICAL DATUM: HAND, 1988 0 u a s 225 E. Robinson Street Suite 300 Orlando, FL 32801 407.839,4006 Certificate of Authorization Number FL #3932 Ocoee Crown Point PUD Phase 213 Ocoee, Florida NP Rndon 3 Re%sed perGry &OCHE oam,ent 2 RM,edPe,Gty&Cwnrymnment 1 SubrriI W Chy.f Ocoee & CCU D 9_'Y HRH 03.03/2017 091U1,2016 05N06MI6 mead y HRH M•ed fa Wte Construction Approval May 6, 2016 Vertical Datum NAVD88 or..n T2e Legend and General Notes d ,,, N-W C1.00 James Hoffman, P.E. P.E. # 75623 Dgen N�Aee PATE; Mar. 03, 2017 61975.00 6197500-PH2B-LG DWG \\Mb\proj\0rlando\61975.00 ocoee cronn point\cad\Id\Pl,,sel\Phose28\6197500-Ph2B-EX.d,g E Lake Apopka V O u .G s 00 '��vhb 225 E. Robinson Street Suite 300 Orlando, FL 32801 407.839.4006 Certificate of Authorization Number FL #3932 TOPOGRAPHIC CONTOURS SHOWN HEREON REFLECT PRE -PHASE 2A CONSTRUCTION CONDITIONS. i� 0 100 200 400 Feet -_ ocoEE - ". ,r Ocoee Crown Point PUD HIG14 SCHOOL, �. Phase 2B I - (— .-- -- - _____--__-___ iA--- - -- -- III --- _-__-.___ ,I$1�ON TRACT. -- - — ---- _ -- ------/__Il - --__ ___--------------------- JRH �v,e lu Construction Approval 03p3M17 09N12016 05MI/1016 a—ny 1RH May 6, 2016 Vertical Datum NAVD88 Dr-�— Existing Conditions Plan C1.01 / James Hoffman, P.E. P.E. /j 75623 " nrfed e+�6u DAh Mar. 03, 2017 61975.00 619750D-PH2B-EX.0WG \\vhb\proj\0rlando\61975.00 ocoee crone point\cad\Id\Planeet\Phase2B\6197500-Ph2B-TREE dwg E d Lake Apopka ./; ST RES E fAL DRIP LINE eY1PrP / "-f"ice __ i - _ _ ______ OR—GECONST. +L� �� hb J'�r�.. �.��...''%------Y - 1. '`,woon>;9 225 E. Robinson Street Suite300 /� _- ___ r,li Orlando, FL 32801 `i:�`�i;��l�, 407.839.4006 ( Certificate of Authorization NOTED / /!',/' />.,'t,' r•'. 1 Number FL #3932 BARRI .—LIRROUNO ' ( ,,/ , ,.�`_ ` INDIGTEDON PUN / II' ,, �. I EXISTING TREE PROTECTION DETAIL /•' / i % /,',.' ' /%� 'T)%'�%/ ;,,,:':'`' % / /,,,((( °I1$'IF �,. "\ \ 1; ^orz wsnw rxE PRortcna, ocrav s,6nv POfI REfERERCE rnlr - ME 10 t1E / / ,%'r'' : il,:`,`% "�=%, •l �'� Ii/t // �?''r'/"�=_-.,� _ \'� \ `,•"St; uaiT/ �CEW-REOuc^aian4ERi0P040Pfa RE�REHOtmcl w. �Es WMN1E ,_/; !i':� Fr;;— j`•,5` } - , {{£RAND BUfrER '— ( HERAAD'LIM�rS - �`r /; : 5' % •` ' !r/, l(: .ate a `l,;fYs"• H,' 11r: ---/i} r 3 Iy G i; .X, I--"Kti -� EXISF POND "' ,W (a y/-- �� ---- --- TRAcr �iT ,� \ ! '%�• �,i,� , �,� ;r� (1' -, , _,li( .'r'%, �f9 �,�z �_ �' 1 1'� �_� __ � �-%"I ' �\� r. l�s EX1ST.`llE(,'/ / coNscR✓n "lid {I jl) pip S `��/ SIANONIRAtir f �" ; `'lra >','l� a ; I tom. PQ ' / '// , / / • ,'�' ' /':;;tj -- VACANT,,: -- 'i` , - �;;;; �� p;'�- ;WdODED,'LO'1/L� 1: /��y' . (. fl \ \ /, l ---i7f r ;11 7r: 1,' 'FP D—!,. 0 100 200 400Feet %il?I � l -- \ ij li' / =;(, >` qC&E Ocoee Crown Point PUD 1 HIGH SCHOOL 1, if UI , I,i:c'.�+_�_, ',/,�%, '(\ •UTURE,. I rill _ '� Phase 2B � r' Ocoee, Florida I _ 'll `,1 1 I'�..I,i .; --!,-' \.• _-- �.'i�-I� 1 - -- - R<.v.,, u.m ssva. , A _ PLANT . ',�-`;- ` - __ _ _ 1�, •� J' ',�i 'I //': �`�i. Ir. �.S_- �.-_ _______ I i 3 Rerred PerGry&OCU comment 03N3R03] � 2 Revised Per Cny&c nry<omm<nt K.W016 I 1 wuaroagato�o«uov 05106/20/6 r Nigv by a,ee<ea J0.H 1'1RR00' May 6, 2016 ' \ ��, ��t�l--':J �_i I )b• . - � - �' -x'-- _ . �P4t�_��-�:r''_,'' — _- - - -- - i I Construction Approval v - 1!�il' \ `, i'•�I'4t , -, y�x�`, ,Gy �-------- sties, Vertical Datum NAVD88 Or."r.6e r, � . `, lP , , .. :' I '�j � - Oaf','• -- - -- - -- - i3 - - - ! T , �' �'��•. `' "j !- _ Tree Preservation Plan ' ` woo . LOT_E,•r- -ems _c', �a �C%c1)` PD BOUNDARY 1i w+sRR ea \ ,,�`_' .T �,;.•`_\.'. .QV \�\`�� `fit•, 4��' `�\``��I �I �� `�\ � � - �� \ •`_ .� _ --, �� - / 6 DATE: Mar. 03, 2017 61975.0975.00 619 7500-PH 2B-TR EE.D15'G \\0,b\proj\0rlando\61975.00 ocoee crown p0int\cad\d\Planset\Phase2B\6197500-Ph26-ECP.dwg E DIVERSION RIDGE EROSION [ONTROL NOTES Q REWIRED WHERE 1. SODDING OF DETENTION POND SIDE SLOPES ... BE ACCOMPLISHED NITIHW - OCO-E'E".I EXISTING GRADE EXCEEDS 2i \ 68 HOURS OF THE COMPLETION OF GRADING TO MINIMIZE EROSION POTERTIAI. THIGH SCHOOI:, 1, ! -- PAVID flOAD 2% OR GREATER 2. AT A MINI UM, THE RETENTION/DETERROU STORAGE AREA MUST BE 1 ! \ \\ > "'^�� EXCAVATED TO ROUGH GRADE PRIOR TO BUILDING CONSTRUCTION OR r' PLACEMENT OF IMPERVIOUS SURFACE WITHIN THE AREA TO BE SERVED BY THOSE FACILITIES. TO PREVENT REDUCTION IN STORAGE VOLUME AND I' 1 — _ , ' .� PERCOLATION RATES. ALL ACCUMULATED SEDIMENT MUST BE REAIOVEO FROM -� \ F0.1ER FABRIC THE STORAGE AREA PRIOR TO FINAL GRADING AND STABILIZATION. 1 .- - _ _ I /f/ �' 1 / 1f'-f 3. AT A MWIMUM SILT BARRIERS SHALL BE PLACED AS SHOWN ON THE/'I .S II; 00 SECTION A -A CONSTRUCTION PLANS TO INSURE AGAINST POLLUTING. SILTING OR DISTURBING ! I - I / 1 I I / ' - �• TO SUCH AN EXTENT AS TO CAUSE AN INCREASE IN TURBIDITY TO THE I I I — _ \ EXISTING WETLANO. IF DURING CONSTRUCTION THE PROPOSED EROSION l J l I / i �\ CONTROL SYSTEM DOES NOT PERFORM SATISFACTORY. ALTERNATIVES AND �� /, ' I / / -\` SEDIMENT BARRIER ADDITIONAL MEASURES SHALL BE IMPLEMENTED BY THE CONTRACTORINORDER _ 1. TO COMPLY WITH CITY OF OCOEE, FLORIDA. S.JR.W.M.O.. AND FDEP EROSION Lam, .-_ y l - I ' I i, /' ' (STRAW BALE TYPE SHOWN) PROTECTION STANDARDS. / i ' ,\, I Ir'- /� / ( j \ 4-WAI / ___ ' i + /' \ hb / 4. CONTRACTOR IS RESPONSIBLE TO SUBMIT EROSION CONTROL PR PLAN TO THE CITY ----- I j i i ENGINEER CE. APPROVAL PRIOR TO THE SCHEDULING OF PRE -CONSTRUCTION SUPPLY WHEEL WATER TO WASH \ / CONFERENCE. i , , r 225 E. Robinson Street WHEELS AS NECESSARY \ / I I ! r I ' \ / 5. CONTRACTOR YSHALLCOS BE RESPONSIBLE FOR ALL EROSION PROTECTION COSTS, I q__ �I, \ t. `. '. I , INCLUDING ANY COSTS ASSOCIATED WITH COMPLIANCE ISSUES AND -- — — —— — — — —-- \ "I I ( I I I NOTE: ENFORCEMENT ACTIONS. - _ '---�t-------��------r' % i Suite 300 OCOEE CROWN-PQINT PARKWAY i USE SANDBAGS STRAW BALES OR ., — — — — — — — �— — OTHER APPROVED METHODS TO - -- —1== _ _= =I = L�_ — —= —_ r- _ — — — — — ;l ` _ Orlando, FL 32801 CHANNEL RUNOFF TO BASIN AS 6. WRING CONSTRUCTION, THE CONTRACTOR SHALL TANS ALL REASONABLE -- ��e =��_� - _ - t- - - — _ I \ 1 / _ /�,� R 50 MEASURES TO ENSURE AGAINST POLLUTING, SILTING OR DISTURBING TO SUCH /' RMIN REWIRED. AN EXTENT AS TO CAUSE AN INCREASE IN TURBIDITY TO THE EXISTING PONDS\1 I I I // " ,' 407.839.4006 r•;'" 3 '?l _`� AND WETLAND/CONSERVATION AREAS EE OR D MAY SUCH MEASURES SHALL " / I I I I yr oyy� BE APPROVED BY THE PROJECT ENGINEER AND MAY INCLUDE, BUT NOT ES :L I 1' Certificate of Authorization _ _ _ LIMITED TO, CONSTRUCTION OF TEMPORARY EROSION CONTROL S1FtUCNREST-' I I SUCH AS SEDIMENT BASINS, SEDIMENT CHECKS. OR SILT BARRIERS I I I __ Number FL#3932 o I I A -A 7. A TWO FEET STRIP OF SOD SHALL BE PLACED BEHIND BACK OF CURB OR AS — ((( 2-- 3' COURSE OTHERWISE DETAILED IN THE APPROPRIATE SECTION.,`'•_____. •',; 12' MIN.iT)P.J I I i I I 1 \` AGGREGATE ___ I + I I I \ + .A 1 1 MIN 6. THICK B. CONTRACTOR IS RESPONSIBLE FOR PREPARING AND ADHERING TO A STORM - Tai1ti_ ____ -- �\ - '1 I %I \�Il WATER POLLUTION PREVENTION PLAN (SWPPP) IN ACCORDANCE WITH THE'' `', t`III 1r :+ Legend Fn I I -� FLORIDA STORMWATER, EROSION, AND SEDIMENTATION CONTROL INSPECTOR 'ltY',' I , I , I 1, S I I MANUAL PUBLISHED BY FDEP. �\ \ k ; i I (/'OI�Sn UCnON ENTRANCE I %I I \ I I I 1 I I f I L I SEE DETAIL ITNIS SNtET 11 •'',``. 9. ALL PERMANENT EROSION CONTROL MEASURES SHALL BE COMPLETED WITHIN 7 \ ` , 'F SILT FENCE DAYS OF FINAL GRADING. ALL TEMPORARY EROSION CONTROL SHALL BE /!'/R 50' ' —�� —�� MAINTAINED UNTIL PERMANENT MEASURES ARE COMPLETED AND ESTABLISHED. / uW gtfN9W faDCE �� I 1 ` t 1 I I xl I I I `-___`____ 1,I INLET PROTECTION 1 i � i I I i ;'/' . \` -- / •'' ;% I � `i'++ I I xl ;' I I � �� --`I'I \ � I i ; i I ' � ' /._ 50' MIN. FUTURE - PLAN \ ` -- \ - , ELEMENTX Y \ ' \ SCHOOL SITE; I + i I I - -- NOTES. 1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLO'IANG OF SEDIMENT ONTO PUBLIC RIGHTS -OF -WAY. THIS MAY REWIRE TOP't DRESSING, REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. `„--�.�� `--._ \ / `/ / , 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO EPITRA14CE ONTO PUBLIC RIGHTS-OF-1'lAY. 3 WHEN WASHING IS REWIRED. IT SHALL BE OOIIE ON.AN AREA STABAUZED WITH CRUSHED STONE THAT DRAINS INTO 91 APPROVED SEDIMENT TRAP OR SEDIMENT BASIN 'lam, TEMPORARY GRAVEL CONSTRUCTION ACCESS DETAIL � _I_ � '! � '' `� _ -'_-'='•"-%'�'� i I I � I I I' � ___---'I I / I ``I I I 1 -- NH.is. _ --�_ 51['T FENCE r�i INLET PRO C L 0 50 100 200Feet , v � r� .-----------' Ocoee Crown Point PUD - - - - - - --- _ \ Phase 2B - PNASP28 LIMITS - / r �� ------ - \ / /., Ocoee, Florida - -f. `b' '"---"� `"'.. - --------__ \ I I I :/� /:'/ Na FMdon Date Appal % ------------ • _ — Rl+ *1p1Cny&Ocll cam+ent 03103Ro17 \ _____-___ Rerirrd perGy&Cwnry mmnnt 09N1/t016 \�` - - _ \ - ' , ./' 1 S,b,,ktoGtyofom &ICU 05106/2016 ^\\ \\\--' -- --- , .' `II' ''/, r ''� // .,.� 1>M O:ec'¢U by _ I,I i /;' •'/7 __ /•'-' 'i TRH JRH _ a i L' i -- ---- ---------- — - - "` \\ ` \\---- --- - _ __________- I /; ' , i;, ` ; Construction Approval May 6, 2016 - __ - - ------ \\ _ -- -- - --- /i , / I Vertical Datum NAVD88 ______—_.\�, tNnw'9 rmE ' / i __ Erosion &Sediment -- - ----- --- --------- -- --- -- - _- // i Control Plan -- -- \ --- - -- - -- ON �ONS�RVA DON �` - — \ . f)ETtrANO LIMITS ` \ - -_ - __-------------- ___ , `�` `�` \ \ '•� '.�--------- --- __I_ l�`-'_��_-'-- --- _ James -::------ -——-- ----"----" P.E H(P.E. y75623warnm.nne Mar. 03, 2017 DATE: 61975.00 - 6197500-PH28-ECP DWG \\Mb\proj\0dando\61975.00 owe, crown point\cad\Id\PlainseL\Phose28\6197500-Ph2B-ECP.dwg 0 V .O S Limits Of ConstracBan` \000 J Sad I 50'Mar. I WWI-. - I -µ - I . . 1 • • I • • I • % _ - ' I sae - 000 -� "PARTIALX)1&LEr b e O,tfer . wuer _._.. ®5d" �dDifeh Boff /Net --r 1--- Pdwled Pore Ponrkn I PLAT] (Cmfed ?0•Toead Flew, apWna'Pe+l--[ Medan Dlfch,',4n R«wm,e,•Ntl-- !0'lTYP•, o----- Tep.tra - - Poal Prkrcjnls Po,l Potfbn Sdf Bo..for Rock Bags Post fy Lbw, Pest apibne, Canted 20• Toealdfk.) {- r--- Rack Begs COMPLETED INLET DITCH BOTTOM •IA9.ET solheee 2Si• oia. / sal/tweea 4• car. PWlry Wsh !2. Co.lcvl 'Mar. 50'Mae�, Ditch _ seltweed 2Ye• lyLWdPost Posrf/ava l0•. Se/fwoatl 41e• tr /ypa A Fence FobKc 20•. _ Lr«deaad,y,•=,y• I I I «ode+rb.e0,e S"tk° nano 225 E. Robinson Street cross OF-, � PROTECTION AROUND INLETS OR SIMILAR STRUCTURES u - u st.rhJJ bean!. z fbd'°°d'" o-°- Foal sPw.1 ELEVATION 51ee,LJJ alto. ,6L lo•we=. L I a•ua=. I �' Suite 300 y ' Fifer Faulk \ ' Palo Mesh ///; /// SYNTHETIC BALES OR BALE I I inn cm/wmmr. xs,h �, \I I o- ryPe A ° -` TYPE BARRIERS FOR PAVED DITCHES g&s FDar sp•u, Fa6,k �j I 1 Fe,we Fmrr Orlando, FL 32801 50'Mar. 1 50'M.e. SltBorrter '� `Edge Ifslauw, it • ' se+ i 1 new ' 407.839AO06 ro IF]1[# trade Varea Moron Fiee, Febk fin Absexe a/ _ I yf plea I I I 1 I ---'�•\•`-- _-- • E,fobEYwd Goss !Apse.+. 11'+12'1. ____� $ ,� II I II F]krFWir ern Can/wmaw19 II I I Fllw Fa6Ak 11.,0f dge+,ly E " KIP, sec. 955 F&7T spec./ " e ' I Certificate of Authorization EMr.atOX Qak, Lmg& Vairs E+fan0 Inter Bags ad ewer. LI I I ® 11•\ eIReaw<'.-I, 8/ __V____- l/ �____________ _Limits OF Construction .s.rmngas ar me sla fed I n I 1 y! DO1 Number FL #3932 ELEVATIIXJ SECTION TYPE !II SILT FENCE��DITCH INSTALLATIONS AT DRAINAGE STRUCTURESAbn ro. D/ sap. u ELEVATION IJSECTION o- oath ee,ean, I . . r. PLAN PLAN yt Ferwe TYPE IV SILT FENCE SECT7LW AA fe, ,I Ape &s sbpe fh .-,As 15 feeL - , 4uct an. new IlDde berrlws of OY Cane -I Ive tIe, earners her° exceeds So feel. ELEVATION • -`1 ALONG FILL SLOPE w v ale.• .. ,ntvyv +•arU M Ned bath m "Adel• P.Iavvw• 4 . . 'F• k \• LSo—Cenfas ciyp.l q S Ae Re • i J PLAN PLAN Wfad troaa or.ekP f;•� B•La, s � Faskpe nskp. ELEVATION ELEVATION E Rm cAaM RavEs znWEEE&LFwEro RroE m ARAYFR(Pf Ib ~ AT TOE OF SLOPE �• BARRIERS FOR FILL SLOPES ,�� • spwy m new CHART I RECOAB.ENQEO SPACM FOR SYNTWFIC EKES OR BALE TYPE BARRIERS AW TYPE M Sf.T FENCE sferm.er'u�RI.wN 0 .2 1'fAh. R«ommended AxAw lop Bdes To Loew Bdea Ni2 +f..ake, Per BoY. 0 ELEVATION ELEVATION - • t TYPE II TYPE I 'r- SYNTHETIC BALES OR BALE TYPE BARRIERS FOR UNPAVED DITCHES i at FwweN lectlen rn 1 LVINIs with mee'allenf Flow NOTES FOR SYNTHETIC BALES OR BALE TYPE BARRIERS •� "�_ ,.� ,. Typ.1 ed a syn&.fk ,9akr :rwdld e. ,pored k saperaaw. nin oar ,, sn..e /. \ 2. Bola alrNb frenNed J' l0 4' ores mNaed .!& 2-1'+ 2' (« I• dal r 4' weed ` \ e/ ap Pb He Stakes oI.awl m.fwWw slope Perlbng -.a'ml atreng& may be used it by He Slak.a e&.r &m .ane Tonic. ramv.d ,.Pon com1W6'an o/ B» Poj cl. \ e - O J. Rate ad soda sAN6. 2•. 4'.eai O&w wale W, -,A.g a ivkferf sbenglh any 6. ured. f� - yprored by Der 4. mi-en, We, r 6e "tied Fenny lageRw, S. "". used k canrinctlan w!N Nf force, We, shN6e Pbced an &e ,Pab.an side If & Bdea le be paid fe, u Ow Iwb l Wl Pk. far sy.Wb, MLF. lAe WI Pk. ahar]rck,d. �51t &e coal of Ble, febnc far IYP. I and It Bernier. Sadrwg+ NNw pdd Iw order He ail Pk. II, Sa ffl rg. CY. Race bog, fo be said far under &• ranbocf Wf Frk. /a Re k stage. EA Temporary Erosion and Sediment Control N.T.S. Peal lLiaG 2'M•tr P- Y.rw SIIefCabe 2y' Yin IYa wood: 5f•YI.JS L-Fl. K 9Saa be.Sh.bed EAtreat:N s."al w& rze.ed CNSell Pkalk Fenn mlaea, Ge',«hed Lanett«+ lToolF .. &scmmcl>` Ise d Cos- Pb+fk lean !6' M. Ep]xl 112 All Per Ft. Zke an y, � S'ww. \ Fklolin!S• Gb. Eq F.l.1 bx r1 r1,,InIII if slelf•d PVC Can•cfer 11- if• P-5- Repr I IB @. Mran rain/erced If wefdc- Reh/wcedl d (Sea b. er.akkg sUI,gW $ •' �'L�PYC Fwk IJBB PY TI.0 I 1 ,p -/-_II 11 sueaa Rafe _ II II y Deradree aril• � i �IS •Cr Aylen Ren/w<ed ,'h',• COYadz•d ash \ 15 or Mton Reid«cae ,� PVC FmAA' lJ00 pal ieW PVC f rJ00 pal F<rU Oy •5'SId.ISig'a Pd=F ORUu 3•«Goal. with L«kg G,-1. Dt-5•sue. (AedWadPmNF« 5'1 I STAKED TURBIDITY BARRIER _----- Crefon re R.wA beftan IN to DepW oflO Feet oI - -_ Teo 121 PmW le B• Wed Fa ap&a scoter Il,ar 1_ ---- -------- TYPE TI la Fnl &]e,a SpeddOepA Nlms A, 55pp ---- Cded Fa In TAe Pkew tr As Dofrrmined By TM Y OIIC£• LOBO` ITS OF TYPES 1 MD It- fE soir OP IOEM/CK TO PRCPRICTAPY DESIr26'. AVY R I rFsS 1 W TIE FRCPFIETARY RlfYDS 6 , OESfCAER SMALL bE 11E SALE RFSPDNSlBR1fY Oc ]FE l5'Eli. SLBSTINTfaVS FOP TYPES / MD /I SHALL BE AS A -PROVED BY /1E t7:GIAEER. FLOATING TURBIDITY BARRIERS / -\ B D/ Sl- 1 �"�. LEGEND Edathq l I 1 �'°'• tk• Gkwl. or canrrmrle, Fee Lora- � CEZ% � 1 -ai lAaaig &wY •%VrcAa 1ANh 0/Cawfrvctlon Share Lhe <7 8-w Wvlmmf Due Te LVr f ACLbn �'t`` i NtltY Berrkrs Wier, 1. T bkfb b1 are to be d h Npermarenl bodes o1 -far 'do lap• Wle, r.gerdeu / eater dpfh i'19'r- �../� TabW1Y (Ae /w /b.inq abeam and fu .161 ft . e1&er, Tlpk Noo slaked I mY eavMMLb,u er efly f uk.Biel Me and o/awl«s h G m canon! rebclb'es. UOgq�� yp 1. M+rder carddara vb mee! eraabn ca+bdord ml« mint. +t bom peedm vptk ante" 1pe barb .sl+l Nee of P1 ment f e, Bar ar•sa olh«I:a• fry J. Wpleymmf o/eark. wand P• bcelbn. r very fe wcarvmdal. 1 • • .,IW e F &e pew. Meerer parmml Nee rMer Bar pay Ifavltl cm,WCLbn opereLbn+. \ arrenl esfablNeld in Elie pMa /w Fbafwg lveldly Barb oil/« Slaked 4. On my r•arI +Igmnlig eerrb al+kV ca„sbucUon eperaWu ' -^^- Iablaily Ban1.r. Pe." b +feeed 4r.GWb !«rfw+ 1e b• ]whaled F lkri9a 1 / I -_- vwtkdponikn u•4aa e&webe 6acled Dy &e Ernjwer. 5. ter-IlendF/ maffm see secBm too of the Sfadwd sped-8w,. i _ / GENERAL NOTES 1. Fleefkg hwb•db banes, a. fe be paid ter oiler W canbecl uif pnc. /w /bong TrwbAfly -dew. v. TURBIDITY BARRIER APPLICATIONS 2. stakes ft W 1, barbs a. le be sold le, under &I e tracl Wf Pke /w Staked n W& Bumf,, LF. fmc. at Fence Prole,/ road &fie &If- Ire h SILT FENCE APPLICATIONS �Plx• TM FM Po.f 0/ &ve fence BeAAd r TA• EM Poal ar Ow bwr F.nc. Ae shown Roble BON Po.f. At Le°s1 III Degreer fin A Cbci.ve M.0 n To Creole A WI S-.0, Flw Fdwk WIwLY &the Balh Posts 10. The Woad And Duo, FRI. PLAN VIEW JOINING TWO SILT FENCES NOTES FOR SILT FENCES 1. Type 111 yt 1-. to be used of Tina.! bcafknx where used F dl-s. &e s kg for 4. whw. w.d as ek ee Poleclko Sit Fence b to 6e c In,It.d an OX fo Type 1l1 Sit /cote """ k acwdawe WM that Is Sheaf L avid c Iriy -11 de+t the kN& a/ In, 1-1 . 2. Type IV Sit F�nc. to be wed where kege a.dmenf boil+ or. andIleel.d Srygesf.d ass 5. Sit F.- le be paid fw ,oiler He cmtrarf udf pek. /w Staked Vt I-, rill. k "nine It.,. b !12 - a,wpw and bN& If elope exceeds 25 /eel. Arok/ we wAere in W defed ..I., may back fit, &r of e, w off He '101 oI ey. J. Da .1 crosbucl Nf /cocoa wens pwmanenf Mriv at-. 51t fences a. fo M a, I,plad lecatiav vb Aeudb barks wed at pwmmen! bedea o/ "ter. Silt Fence Source: 2003 FDOT Index No. 102 N.T.S. Approach Length 50' Sid. SN u `yN hh N I WI ^--� Slope To D, Source: 20((((08 FOOT Index No. 103 -e1 3IExhfirtq Raadwoy I I Edge Of Pavement GENERAL NOTES I�I l� 1. A SO Tracking Prevention Device (STPD) shaebe constructed at Construct Paved Turnout (Inde, No 515). May Be Deleted if AAlwoved By The Engineer. I I I I I !I lI Synthetic Bales I Q Seal ent Pit a • /I I .. I f Approach Length = R'1•q I I IWI As Required : : `q _• I I E t P PT Vohme Is Below The Inlet _• • Elevar Or The Out/el Elevation, Whichever Is Lower 4..Arn "far Fob- Ty a 0 -1, r • • synthetic Bass SECTION BB Index No. 199 jf i TRANSITION DETAIL 5' A99re9c1. /Cover J Poer Index N. 205 15'Or JO' � Mgr 4 1 -I. :4 / Tp Oda !01 RFilter Fabric /2 Comp.cfed Backis ErWing 0, Temporary I r �fd(br Fabric __T SWedrain Pp. RURAL CONNECTION To Based n Flo, As RequGrade DETATL SECTION M Based tk, Fiow And trade locations designated by the engineer for pok is of egress from onsfabN ed areas of the project to public roods where off -site !racking of mutl could occur. Traffic from unsfob= areas o/ the coast --ion project shmbe &u led fhm o STPD. Barriers, Dogging, or other positive means shoffbe wed as required to limit and aired vehicular egress across the STPD. 2. The Contractor may propose an alternative technique to minimize of/ -site tracking o1 sedenenf. The oll.-five must be reviewed and approved by the Engineer prior to its use. J. Mm feriols spilled, dropped, or tracked onto public roads fnnclud q the SrpD aggregate and construction mud) sho➢be removed dwiy, ar more f-W-fly If so directed by the Engir-, 4. Aggregates halb, as described in Section 901 excluding 901-2.3. Aggregates shaffbe FOOT size #1. I/ this sire Is -1 .-Fable. the next available smaller size aggregate my be substituted with the pprovdof the Engineer. Sizes containing excessive emalaggregafs .dfr,c4 of/ the project and are unsdf,6le. 5. The sedment pit should provide a retention Volume of J600 cubic feat/acre of surface area draining to the pit. When the STPD is /solafed from other drainage areas, the /o➢owing pit volumes wifsob'sly this requirement: IS'r 50'=100 it., 30" 50,200 ft.a As on op Man to the sediment pit, the width of the swde bottom can be increased to obfaln the volume. When the sediment pit or swa/e volume has been reduced to one halt, if sholbe cleaned. When o swde I, used, synthetic bales or Siff fence sho➢be placed along the entire length. 6. The swale ditch drainng the STPD shallhave a 0.01X rrunbnum and a LOY minimum grade along the STPD and to the sew ent pit. 7. Nfered end sections are not required when the sidedra/n pipe ,.list,.. the clear zone require.-(,.B. Th. STPD sha9be mdntu%ned in a cond7lion that wdlo0ow it to perform its function. To prevent off -site tracking, the SAID shot be rinsed (daily when in use) fo move accumulated mud downward thru the stone. Addfionalstab� anon of the vehicular route leading to the STPD may be required to Amil the mud tracked. 9. A STPD shalbe pail for under the contract unit price for Sod Tracking Prevention Device, EA The wit price sholconsthfale fagcompensolion for construction, maintenance, replacement of materials, removal, and resla'a. of the are, utilized for the STPD: including but not F ''fed to ee .v.,/on adin to a 6-Win MES when re kedl grading. rued turnout Pup 90 se Nfer fabric. aggregate, paved ("input ac rat t asphalt and base re nololand dith stwater, in approach route of the aedenenf PPf r aloof d tic r,, wafer, rinsing and oil. Synthetic o/ the STPD and Barrie g of public roods, grossing and sod. Synthetic Bare ar heti Type Barrier F. Sit poke far under the contract the price for Synthetic' Bales, LF. Sit fence shoBbe part far cinder the contract rind! price far Staked Sit Fence. IF. 10. The nominalsize o/ a standard STPD Is 15'r 50'uAdess otherwise shown in the plans. I/ the vo/ane of enfenng and eeisfivehicles hides warrant. a 30' width STPD ma, be used it approved by theEngineer, When a double width f30'/ STPD Is used, the pay quantity sha9be 2 far each lac... Ocoee Crown Point PUD Phase 213 Ocoee, Florida rr> lumen wl. Asp# 3 MA, Iw,Gry&0Ucanment WR312W7 2 R ,edWGty&Caunryca , 091012016 1 SuUdt to Gry.f Ocoee&ON 05A62016 Lla.A , awd+eb/ JRH JRH Da•db Construction Approval D6e May 6, 2016 Vertical Datum NAVD88 On ,v Title Erosion Control Details C1.03 Turbidity Barriers Soil Tracking Prevention Device Type A N.T.S. Source: 2008 FOOT Index No. 103 N.T.S. Source: 2008 FOOT Index No. 106 James Hoffman, P.E. P.E. # 75623 ayenRanbw DATE; Mar. 03.2017 61975.00 6197500-PH2B-ECP DWG \\,hb\proj\Cdando\61975.00 ocoee crown point\cad\Id\Planset\Phase2B\6197500-Ph2B-N.ISP.dwg E O < GE\TERAL SITE DATA: SITE DATA: PHASE 2A PHASE 20 TOTAL > ZONING PUD PUD PUD NUMBER OF UNITS 150 157 307 / ��i %+J �'�, r• _ \ R-AAA TOTALGROSSACRES 57.93AC 4493Ac IOLSOAc = _ 04 / , % �S` ` _Jr "\ ```. •� TOTAL WETIANDACRES OOOAc OOD At 000 A. ram • TOTAL BUFFER ACRES OGG Ac 000 At 000Ac APFACRES O.00Ac O.oDAc. O.OI]Ac 00 V�K1:113RFRONT' EXISTING "�"",^^ -F8APUBl1CPMWOPEl1SPACE 55JAc 257Ac Lake Apopka �\ v/ }� L' l I i FILL` WG ', /1.!;_ ` \ �' RESIDENTIAL " LTILITYCO\TACTLIST: /3\ u: `n `/ • `� `'\ F: '�ry�: ''?� %� ;,{% ) f (mil CHARLES SMITH, P.E. 407.9053757 . / i\'.. `�\\•`G; 'K'��,`^ �f1 -/ 11, PRO,.ECT 7BOOAD IAh b CrrY OF �IMS ROADNEEf6NG/UI1l1IlES DEP FAXIOTAP-SB99 / 1'. - - _____ `\i ` —t-'•' i BOUNDARY OCOEE, FMIM R 225 E. Robinson Street TIME WARNER CABLE FAX4075V4M4 Suite 300 J%67ALL A.IEPoCANBLVD Orlando, FL32801 ORLANDO, FL 32870 WLLAMNBBIE +Or.939466f 407.839.4006 3DUKE 250BONEROY 7250 BONNET CREEK PKLVY-BV1J Certificate of Authorization P.O, BOX10000 Number FL #3932 - /! �'__•�:,•""'. i% lAlV=BUENAVISTA FL328.i0 / - _ ' \ v - _ P.O_LAKB P 7 NATURAL GAS gSIRICT FAX4074589J71 P.O. BOXTBJW7 _I ��> \/ .- �L_� Legend - i WINTER GARDEN, FL 34778�007 WILLIAM WOLD 407-8145294 / `�," - f x LINK 1\ -_- _ _ _ \ �� CENTURY ME - tl _ I 3621 ALL AMEwcaH eLVD PROJECT BOUNDARY / .� r/ - 1' -- - __ -`� •� ORIANDO, ft 32810 it '`��•`�_-G LINDY WOIFE. P.E. 07-2549918 '7 ® KI H €WA PHASE BOUNDARY aS� tom- ORANGECOUNTY"UTIES - /V ORL QIMY FORD ROAD PRESERVED WETLAND oRwlDo. FL 32e25 - ,r�� 1' � PHASE 2A _ ' / ` c� UPLAND BUFFER %/f�% r Q NOTE: rj ' ' / /J/ r i ?„ " _ _ _ �.�/•, \ ; '� '� �"�.PER SECTION C-8(C)(3) OF THE LAND DEVELOPMENT CODE, IF-"J CONSERVATION EASEMENT PEDESTAL -MOUNTED SERVICE OR TERMINAL BOXES OR SIMILAR - / HARDWARE FOR ELECTRIC, TELEPHONE AND TELEGRAPH, CABLE j MULTI -USE TRAIL ,i%./ i I TELEVISION AND GAS SERVICE ARE INSTALLED ABOVEGROUND T N WIDTH - - - _ 1 " j RESIDENTIAL LOT WHICH IS LESS THAN SEVENTY (0) /' �7->y WHERE THE LOT ABUTS THE STREET RIGHT-OF-WAY DNE (WHETHER PUD ADJACENT ZONING >s PUBUC OR PRIVATE), THEN IN SUCH EVERT THE AFOREMENTIONED �CONSERVA71ON I II ' -- _ _ I Q�•'`� - ABOVEGROUND HARDWARE SHALL BE LOCATED VATHIN THE SIDE YARD EASEMENT 4� i' :r /?;= �V`( UTILITY EASEMENT AND FORWARD OF THE FRONT BUILDING SETBACK LINE A DISTANCE OF NO MORE THAN FIVE (5) FEET. _�PNA5E28LIMI15 f 1, __________ / J - PROIECT J�r;i - ' BOUNDARY 'I I (I .`` \ O "/ - - = OTN\-ERSIIIP/ilL4I\i'7EI�A\CE: ✓v'v1 - ROADNAYS-INTERNAL P{WA T06E OEl7G1TEDAB TRACTS WITHPLAT, 1D 0i; OW NEDPNDIANIlIAINED Bf / _-- I--- --- y no 169 68 �---- 1 i---, f•'O�� OCOEE � QHOMEOWNERS ASSOOAROlL / I -- %7 (, HIGH SCHOOL OCOEE- ROADWAYS PUB U TO BE DEDG7EDAB RON WTH RAT, TORE OWNED AD MAMAINED BY ON OF OCOEE. Open Space fr + 171 _ 166 Q�=% OS-S I65 - _ I - o� - STOTAIWATER 7RA ICJ Q PRIVATE: TO BE OWNED AND MAINTAINED BY HOM EMVNER'S ASSOOATON 0.06 aC. 172 / �� 164 -- ' '. PHASING: DRAINAGE EASEMENTS PUBUC: TO BE OWNED BY TRACI7GT ONNER WITH EASEMENTDEDCATEO TO CITY OF % �� THIS PRO.ECTVTLLSEOEVELOPEDINTIYO(2)PH45ES. OCOEEAIDOPANGE COUNTY PUBUC SCHOOLS. UNDERGROUND RPESTO BE I58 ! (---____l OWNEDAlDN4LNTANEDBYHOMEOWNEFtSASSODATON 173 159 - 'I _ J'� LOTS PHASE 2A PHASE 2B TOTAL l ' 157 160161 ' I-� MUIY EASEMENTS PUBUC TO BE OWNED BY TRACDLOT OWNER WITH EASEA1ENi DEgCATED TO ORANGE _ / 45' 70 69 139 HERAND BUFFER-( 16 7 + I Q WIINIY UTILITIES AND CITY OF OCOEE FOR MAINTENANCE ', 174 163 - _ / -- i i" 2 55 67 69 ]38 Ii 156 - iT+'`rl- 65 13 7s 28 Q SANITARY SEWER SYSTEM PUBLIC TO BE OWRED AND MNNTANED BY ORANGE COUNTY TOTAL LIMITS 1 175 155 154 153 - _., +' % !, ' _ _ _ TOTAL ISO 153 303' 2 II, 151 NOTE RECIAIMEDWATER PUBUC TO BE OWNEDAND MAINTAINED BY Ott OF OCOEE 00 100 200 40OFeet /r % ACCESS6UTIUTY EASEMENTS BE GRANTED TO OCUAND THE CITY PARKTRA P J Q} PRIVATE TOBEOWNEDADMPINTNNEDBYHOMEOYNERS 176 _ ',p FUTURE - 3 OF OCOEE OVER ALL PRIVATE RIGHTS -OF -WAY. ASSOCIATION \� + 177 n', i�j ELEMENTARY L A PRIVATE TO BE OWNEDAD MAIMNNED BY HOMEOWNERS 178 17B '8° 181 .` .1r SCHOOL I I SETBACKS: 86DDdUL 0 os4.o T, s.9, os- Q ASSOCIATION Ocoee Crown Point PUD l I I FRONT 10' AW 5 SIDEWALK 201Mn ADWCEMTOPRIVATE ROW PRIVATE TOSEOWNEDANDN.WHTNNEDBYHOMEOVNERSASSOOAMON Phase 2B 1 F" j R (PO L) 5Ma ADJACENT TO PUBLIC ROW PUBUC TOBEOWNEDADMAIHTA'NEDBYCffy OFOCOEE 86 RFM (AOCE DRY STRUCTURE a L6 C 183 182 36' FIOST. I 3 PH.Ii. r B I_T - _ ENVIRONMENTAL SWALE PRIVATE TITHMAI NEDAD RIGHTS TO HOMEOTOWNER WNERS ( L 5Mrt EASEMENTS 0l neceAOryl ASSOCATION. CE PoOHIS TO HOMEOWNERS 'I l+ - 7 , BO' EDIT. ROW ._ _ -_S - 01000 3'Mn. ,S�rpN Ocoee, Florida 187 1 � - _ u 5Mn. 11a wN.EJ• _ I '_ CONNER I SIDE ST. 1V K' Rntrien art' Anp d 195 �` I I IANDSCAPFJWAITRACTS PRIVATE Ib BE OWNEDAJD AWIT'RNED BY HOMEOWNERS ASSOCIATION N0. 2OB � -� I -- _- ORnEWAY9 FRW SUE LOTDNE SM¢ ;;Open Space 188 196 \ _ FRONT PORCH SETBACK SHALL BE I5 FOR PORTIONS OF LOTS HAVING AI5' MULTIUSETRA4 RLIVATE TO BE OWNED AND MMNTNNED By HOMEOWNRt ASSOCIATION OS-6 I 207 1 D� �• FRONT UTILITY EASEMENT. AFFECTED LOTS INCLUDE 209.214.215. A+D li 0.06 ac. 189 10 i/rI 8' SIDEWALK ., 218-224. 197 206 ' 21121 21) L a tar UNUW (124' PROEM) I� 198 205 214 _ _ m _ - -_ 36' PVl1T. 1a0' 1mm�lu (I2+' PROYttO) HIV 3 Re lsed I»t 241 _ ,. A Oryaov oym+ent 03A3R01] / 215 242 4 4 • 4 4 247 lia UHOnNU (121' PROWIEO) �xIX _228EA6_ LOT WiE 5' !6R 90E 2 RevtNed WOly— o9ML=6 ( 240 I 246 6'MASQVRY greaIX giyp rycament \, t92 216 ` / 3 57000O WALL I I Sul t'c oTcc &Ov OSJ06/2016 \r (200 201 202 203 ff1BAIX S b � 3 3lL8FA8_ Lor u+E s' Ima � - - 193 217 239 \�� 2> 49 ` ^ Open Space - gTexIX 319AG / I _ 1•. O br MULR-USE 194 [ -� LOT UxE s' M sa r S ( o JRH Q�1RH TRAIL - - 218 / 238 233 250 0$-10 glB,,a \ sNeAa g g I _ 237 236235234 0.35 Ga. _ __ 232 257 ` �:, g ( _ \ .V I 2t9 231 252 OCOEE CRONNPgNY r ( '" 5 I I -L_ I _ `eutdxc o I Construction Approval May6,2016 1 220 230 253 80' 3 PARKWAY ROW TO BE I o I [: , I FOOIP0.Ili I % j � O I \ � I Foomfl xr\\\ J a �222�2124 2`22622712 [ ` 0£O/CA7E0-TO 'pTY OF p `eomsc J \ \'. Vertical Datum NAVD88 PHASE 2A LIFT 221 229 OCOEE L03 gCRES . , \ STARAV TRACT St —water Pond �� - I c I.•t I \ Tract 1C - 5.67ac. ��..� --5E-2�-E>v ANGE— 5•� I \I: 5J Master Site Plan P - —. - 294 - — P POOL POOL SE18AIX _ _ I „ POOL SEIBIA( L _ _ I r I z+ ' - ROM OCOEE CRO 17 uD POOL grRxIX r1.or uRF I 1 s ID+ Pm glexac Lor u+.<_ 13• uH POOL srlexac .-LOT ux Pen5l0eB 288 287 2861 289 290 291 292 293 295 254 PgNT(PARIl�9 l 1 r - - — _ _ 1 1.94 at. _ I� r I 296 255 PROPOSED 280 1 �NIRY MT GATES ; I I • I • 'I • I ,. .1 \ 281I28U2�� 284 211 , L1�2 301 300 299 (B)''0THERSf / `suLaxc \\ _ \ •J 279 �� I 298 257 0 en Space / - FOoiPR:rt� I Bu,NURc� /^\ _ J P P \ / _ R I FOOIPRNi fNIARC 258 05-9 I �5 ••; 3 I raonfl+xT� 12T 259 6" MASONRYFUTURE L___277 276 2753 272 271 2701 6 6 6 6 6 f6 63jL6 261 26 J SNCCO WAL BUS DEPOT/ pj l N .•jq;.,l r -L _-_- - A I TOWNHOMES _ "eA l ��INT�U1ryy I -„15' flndU�� EI31101T� -- _ \\ flxDUi , _ 5,� _ _ ' C 1.04 PHASE 2B \ -;, p: .,.._:- i 25. 5l0'MR. LIM17S Open Space / `MUL77-USE RxOus / - _ - - — 05_7 TRAIL RInTIC Raau�I 0.04 aa. A-2 ' PUD James Hoffman, P.E. Typical 45' Single-Familv Lot (Front Load) Typical 55' Single -Family Lot (Front Load) Typical 65' Single -Family Lot (Front Load) P.E. — y 75623 N.rs xrs N.T. DATE: Mar. 03, 2017 61975.00 6197500-PH2B-LISP DWG \\vhb\proj\Orlando\61975.00 ...ee cronn point\cad\Id\Planset\Phose2B\6197500-Ph2B-XS.dwg 10' S' UTILITY S/W EASEMENT I I 30 ^ J?J�'JI (. ` lrTf Iri of RE KEY MAP 1 VZ c I I KEY MAP 10' 8' UTILITY S/W EASEMENT 1 to I I� ! 100' R/W 14.5' - 2' - 24' _ 2' _ 1$ MEDIAN 2' _ LANDSCAPE = /� 17' _ 2' _ 12.5' _ _ 5' EXIT LANDSCAPE S/W 12' 12' _ ❑ 20' RESIDENT VISITOR ACCESS ACCESS ENTRY FEATURE 1/s lFl J j1 !/x/rr a � a V 2 3 A - Typical Road Section (100' ROW) N.T.S. 80' R/W 12' 2' 18' I� 18' LANDSCAPE CyL 12' If TU LANE 12' T / v e 2 3 2' - 12' LANDSCAPE C - Typical Crown Point Parkway Section (80'"ROW) N.T.S. 8' 10' S/W - - UTILITY -' EASEMENT I I 10' UTIUTY EASEMENT I � I a I I 2� I l , _ , KEY MAP 2' 8' 2' YA�vY VA#5 %.x u zs sF�A�i 1 2 3 Typical Multi -Use Trail Section N.T.S. 1/2- EXPANSION JOINT 24 EOGE OF PAVEMENT I 6' IS. _ 20 H 1 V 5 OPE I2 AC`pEV)I 12 H 1(V) SLOPE 4" CONC S/W� (mm PSI CURB FLOW LINE , CONCRETE) NOTE: A MINIMUM OF 0.50% AND A MAXIMUM OF MODIFIED MIAI.II CURB TO BE LSO% GUTTER SLOPE SHALL BE MAINTAINED AROUND FORMED I4 PLACE BY CONTRACTOR THE BASE OF THE CURB RAMP. AT ALL HANDICAP CURB ACCESS LOCATIONS Section A CURB FLOW MODIFIED �CRO CURB \ UNE (TYP.) THROUGH CROSS WALK. SEE SECTION A 1YPE 'F' CURB' r 4' !!IN C/L PAVT. (TYP I - +I c i 4' MIN o� - 4' THICK CONIC SIDEWALK 6' / 25' R ""-R/W (TYP.) LINE TYPE 'F' HANDICAP ACCESS W/ 20(H):I(V) r)t a 25' R. CURB' (TYP) MAXIMUM SLOPE AND DETECTABLE - (TYP.) (YARNING SURFACE COMPLIING W9TN FAC 4.292 TO BE BUILT V7/ - 30" HIGH INTENSITY STOP INFRASTRUCTURE (TYP.) SIGN. CONIC. S/W PER PLAN BY HOME BUILDER / (WIDTH VARIES) EDGE OF J - PAVEMENT VARIES Sidewalk Intersection/Handicap Access Detail Crosswalk Detail N.T.S. N.T.S. 52' R/W UTILITY UT110' 5' 7' .2'. 24' PAVEMENT 2' 7' 5' IV EASEMENT S/W SCNAPE I I LANSCAPE S/W EASEMENT 20' CLEAR ACCESS 7' CA PARKING 13 I 31 rc rc I z`x 05 9 9 a --- T a 2 3 B - Typical Road Section - Parking One Side (52' ROW) N.T.S. TYPE 'F' CURB HANDICAP RAMP PER FOOT INDEX304 DETECTABLE WARNING SURFACE PER FOOT INDEX 304 c 2' SOLD WHITE STRIPE PER FOOT _ INDEX 17346 WIDTH VARIES 6'&10' 4' CENTER TO CENTER M11 (TIP.) 8' CENTER TO CENTER MAX (TYP.) o 1 I BPRMMS TO BE PLACED °�\ \ 5' FROM THE EDGE OF PAVEMENT OR AS SHOWN ON PLANS 4' MIL CASE II RED REFLECTORS PER FD O.T INDEX 140. 17349 Street Termination Barrier Detail N.T.S. PICTORIAL VILIV EDGE OF DETECTABLE .2• 23 - DO!AE PATTERN 6HPLL BE HN-LINE W'AR11114G �W% DIRECTION OF TRAVEL 09, O(� TRUNCATED DONE FLINTEGRA1 004E(SEE DETUL)O O E. 6RiCH P.T'D O O O /DOME (IHATEO TRUNCATED DOME DOVE (TYP.) O O O O PLAN VIEW All sides Dll, curb ramps shall have delectable ""! g surlaces that extend the full xidlh of th. ramp and in the d.—tidh oI travel 24 inches (610 —) min. from the back of curb. REFER TO FOOT INDEX #0304 PUBLIC SIDEWALK CURB RAMPS Curb Ramp Detectable Warning Surface N.T.S. E O u s 0 ®� w / hb 225 E. Robinson Street Suite 300 Orlando, FL 32801 407.839AO06 Certificate of Authorization Number FL #3932 LEGEND: z O 1.5' (M.) SP-9.5 ASPHALT (COMPACTED TO 98% OF LABORATORY MAX. DENSITY) O 8. (IN.) CRUSHED CONCRETE (COMPACTED TO I00% OF MODIFIED PROCTOR MAX. DRY DENSITY AND MR. LBR OF 100 PER FOOT ROAD AND BRIDGE CONSTRUCTION SPECIFICATIONS SUPPLEMENTAL SECTION 204-2 2) O 12- (IN) COMPACTED SUBGRADE (COMPACTED TO 987, OF MODIFIED PROCTOR MAX DRY DENSITY PER ASTM 0-1557) UPPER 6' STABILIZED TO MIN FBV OF 50 PSI O 6- (111.) STABILIZED SUBGRADE IN CURB AREA TO EXTEND 12 (111) EACH SIDE TO 50 FBV O TYPE 'F' CONCRETE CURB O TYPE 'F' C94CRETE CURB -MODIFIED (SPILL -OUT) O 2' RIBBON CONCRETE CURB O 2' MIAMI CONCRETE CURB O 4' (M.) CONCRETE SIDEWALK (3000 P.SI.) FOR DETAILS ON PAVEMENT SECTIONS, SEE REPORT BY UNIVERSAL ENGINEERING SCIENCES, DATED OCTOBER 27, 2015 Ocoee Crown Point PUD Phase 2B Ocoee, Florida He. Rnidon Da. Acmes 3 R :A P"C'Y&17CUmmnenl 03M/2017 2 Refired per Gty&CanHcolmimt 09AT1/t01fi 1 Suhritwaryof Ocoee&aN 05,06/2016 D.dvra cY m.dsdly JRH JRH Construction Approval May 6, 2016 Vertical Datum NAVD88 Dre�n rm. Typical Road Sections & Details C1.05 James Hoffman, P.E. P.E. # 75623 " Rib.. DATE: Mar. 03.2017 61975.00 6197500-PH2B-XS DV.G \\,hb\pr j\0dcnd0\61975.O0 Ocoee cronn point\cad\Id\Plonset\Ph.se2B\6197500-Ph7a=Ln d q / - _ r - - 1 _--LOT NUMBER / / ! - -._¢ u r - 120.0 PROP. FIN. FL. ELEV. / ° I. ELEVATIONS SHOWN FLOOR EACH HOUSE PAD REPRESENT THE MINIMUM - OE4DIED FINISHED FLOOR ELEVATIOI. CONTRACTOR TO SET FINISHED DIRT ;' r' / '• ! --! ---- _ - - - - - - - - '- - -- - - - / CRADE 8. BELOW THE FINISHED FLOOR ELEVATION AND COMPACTED TO 95% OF A -LOT GRADE TYPE MODIFIED PROCTOR AASHTO T-IBD. / ! o 2. CONTRACTOR TO GRADE LOTS INSTRIP FASHION. THE FINISHED DIRT GRADE ' / i '_ �y �r _ - BUIL1XNc LAYaur AND CONSTRUCTION. / : " • - - - - - /, f' ' 'r ELEVATION IS TO BE CONSISTENT OVER THE ENTIRE AREA OF HOUSE PAD / .. � � i � _ _ _ _ 410riN. ALL SIDE YARD SWAI.E$ TO BE CONSTRUCTED DURING FINAL HOME ' Legend yoo :' 3. EXISTWO TOPOGRAPHY SHOWN ON THIS PLAN HAS BEEN FIELD VERIFIED. CONTRACTOR IS TO NOTIFY THE OWNER IN WRITING OF ANY DISCREPANCIES ,' is r: i PD BOUNDARY ` '� - BEFORECOMYENgxGMORN. I \!' / i 11 / 169- 4. INDIVIDUAL HOMES ARE TO BE CONSTRUCTED WITHIN THE HOUSE PAD SHOWN 92.7 _93.7-- PROJECT BOUNDARY / �� /B/81-AltfD' ' `�A-MOD - - hb AND TO THE DESIGN FINISHED FLOOR ELEVATION. IF THE BUILDER DESIRES TO r/B / - .� / 'II -1- - - _ - BUILD THE HOUSE W AN ALTERNATE LOCATION OR BUILD A HOUSE LARGER / \ 9�?! I I: % , 1558 '`a THAN THE ENVELOPE PROMDED: THE PROPOSED CHANGES MUST BE C PRESERVED WETLAND / /. 95.0 RESUBMITTED TO ORANGE COUNTY ENGINEERING FOR APPROVAL INDIVIDUAL ! ! \ 'A' MOD' / ; 167 225 E. Robinson Street HOME BUILDERS PROPOSING BULDNGS INCONSISTENT WITH THE BUILDING PAD / / / 95.4 / i •!, i • -- - -- I ---- s ,`r LOCATIONS AND FINISHED FLOOR ELEVATIONS SHOWN WILL BE RESPONSIBLE I'.�� - .� UPLAND BUFFER/ ! "171 / ' , �A-MOD',*, ,` 66 °°° l" o it (r 1 Suite 300 FOR PROMDNG FINAL LOT GRADING THAT PROMOES POSITIVE DRAINAGE AWAY L\�' ' "J CONSERVATION EASEMENT � I ! / r _'--1� � i. � // FROM THE HOUSE AND DOES NOT HAVE ADVERSE IMPACTS ON ADJACENT LOTS / �,r/ BI, / �% _ i !? / / •J 1 j i `, j 'y f 1 Orlando, FL 32801 UB / 1 WITH THE BUILDING PAD LOCATIONS AND FINISHED FLOOR ELEVATIONS 61 ! A -MODS ..! 16S / / a _ -.. - - / / Via] / 96:4 e / �,. 1 407.839AO06 5' SW 8Y SITE CONTRACTOR " ' 5. EACH FWISIED FLOOR ELEVATION SHALL BE A MINIMUM OF I' ABOVE THE 100 / / _ / % % •/ 5+00 - r 91.51`,, %------------ YEAR, 24 HOUR STORM ELEVATION FOR ITS RESPECTIVE DRAINAGE BASIN. SW/TRAIL PER / �o; _"--� / 1! 1`. 164 i / v1r Certificate of Authorization _ -�.....'Y 97.4 6. THE PROPOSED LOT GRADING PLAN PROVIDES THAT A MINIMUM YARD SLOPE LANDSCAPE/HARDSCAPE 'A/A_M00' a // - �/ Number FL #3932 OF 1% IS MAINTAINED UNLESS OTHERWISE NOTED. - _ "1• 7. SIDE YARD MAMPROPOSED STORM DRAIN. / MUM SLOPE IS 3:1. CURB INLET, MANHOLE / ' / a*0 J •--------- ! ! ' I " 1712 1 7 �r0 �} ^� % --------- --. -- �- ,- -- - ------ & CONTRACTOR SHALL STARE EACH LOT CORNER AND THE CENTER OF THE PAD. ` / ! j B \C EXISTING STORM DRAIN, 94.3 CURB INLET, MANHOLE it 'O r-�aos - /--' l l /' , / / 'A/A-MOD' 0105.0 PROPOSED GRADE 03 GENERAL NOTE: - UTILITY EASEMENTS SHOWN ADJACENT TO ROW TO BE 10' . ras.o EXISTING GRADE 94.7 UNLESS OTHERWISE NOTED. I i i ' 1 (� o I / - ! A / I60'' FLOW DIRECTION o-- -- �__ / 1 "o'1�so �__--, -i. ! s �l ro+0o.' 1 i ;'A-M00'i / s _ - (' •A 162 J. I C ! r 1 L�Ir I �L5 ( ---r' - _-r-- JO.,`� • ail / 9A8 ' 16 1 as.' I PHASE 2B LIMITSr ,1 l !l :/� i?� r / // Kea, Map /, 96.1 � ! -i'� A 92.4 • ' 4/ IC; - - - _ M: - _ `_NS� JP,..:1 h' 1 111I it 'A-1/OD' so I rl a _ _ • :e / - I / ',I < - go.,-__+---y. �I1 r_+ - i riv.a 164 44.3 153 1175 i/ i i192.2 I AAA -MOD'/ f 94.7 I i i / 191B5 it ,A/ -MOM.' 1 ! 'A=MOD' 94152 .8 15fos A-000 95.4 J. I gab ly_ �9.27 17 'B-177 MOD' 92.5; / ,1781179 ! r' !r t `I -92 - y\ -E\` __- A/BI '9A7 i /93.3 ?� I `180 'A' 93.9 0 30 60 120 Feet ,- \� I 1 94.4 &2 \'•. •\ -I 1 - '--- Ocoee Crown Point PUD s0z ' I 1 !sOa ! a/.._ I , r , - - \------ \ I i i I a�9p0i i i so.e: I i 9pa ss 2z 1 a2- ! s:' ---- Phase 26 ` Ocoee, Florida Igs 194 i /! 91.7 r I I 92.7 i 183 l KILO# I , i I it 1 ; i`, I i'A' !A• i 93.6 I r I \\ - I , BUFTERI + _ i I 186� , f I ! i 93.6 a2�` T ,• / ! '''\',•` \ I I ; I r Si I i 91.4i 1 11 i, 'A', _-----_- I I I °i ! ' r_�/ I R%�� I /lr � rr l ♦' / . \. •,`\ ��\ , ' r 3 ReriICE PN�+/&OCV <amrnt 03A13/101] \\ 1VEBANB I/M175 \\/I�\ / , \ `1 - ,+ \� �D _may_ 79+p 11' \. ` 2 ncivedP,QW&ea,nryrnmrcnt 010IM16 ! - _ \ 1 Submie to Gryol Ocoee&O�V 03A16/t016 1871. +e6a I / _' \ 2 0 "c_ a ------------ (, eq- ggo7N \\`` JRH HRH //o , �IIf/; �1I ,', P', 145 5 i.� , \ / -2l*Od *��-...\� \�--- --- Construction Approval May 6, 2016 00 r,'A/A-MOD' , I 25 - ` !\ / I I r I i /- �;%'��7�,/,,'.r• ]ly,r'!z:i , !, j/, 7:%-.�'_, �i %'! ;/ l i ,"' `, ! / ,/ / ' ,; Zoe �- - --__- _Verticpal Da tum , 15- in_TY---------- -----------------`---o'- LotGrading Pla n 27 . - MOM s42 + ___.__.__-_________ :rB7B1` `-21W-`' }' '\y ,91.5 206 , y_ 9 5 I 1S' p 94.6 211 -- .B• .•� 9q,9/ i TI / ECM ,A�. .' / 95.3--------------- I` ,0 ?. ' 212 � ! w..Plre Nile, �� ,-' I 'A- MOD ',: -- i . 9 -�.,<_ _ _ I .Q'r-?__e ,i A/A-MOP' :` 95.3 +^ - ).,. M - 9Q, eze <& T-___ _ __ -_ ! `m, I Lai / i'A/A-M00. /i °.° -- ,e Aa -- / 213 1 1 IS' UDUrY , 205 : e$t r �'I 190" 198" it// L, 93.8 o. s�. - (. 9A6 as I 92.0 �• 1 ; r '42 7 s C2.00 I{{ 'A' -1 t5��- / ]J I Zzlsz --- ' r I r 94.4 7- - --_ - _--- - i / 19 s T s s a 9l� [°-� .z'A-MOD' I -_.._ate' 1 @ @ 6s a eg 9y� r v,Kl of wQ0 I / L - ; 94�1 d , / ,99�� -_T204241 q ' 2$• $� 'S, e r / `93.5 _ _do_--- 9� I I L , = 191 I 93= �, r I 96.5 I9016 ' 7 1 A' R' I �C-- 215 I Is-.slJames Hoffman,3P.E. 1 E. $ 5 2 r,genN�ee CONTINUATION LINE - SEE SHEET C2.01 DATE: Mar. 03, 2017 61975.00 6197500-PH28-GD.DAG \\v b\proj\0r1ando\61975 00 ocoee crown point\cad\Id\Planset\Phose2B\6197500-Ph28-GD.dwg E I' �, A" CONTINUATION LINE - SEE SHEET C2.00 I'-�g� // i' i ,.1 l • q r i - , ( / + A 94.4 ss es GENERAL NOTE: 1� A MOU UTILITY EASEMENTS SHOWN ADJACENT TO ROW 204 IgOO /�_ �qv /'+_ I g. TO BE 10' UNLESS OTHERWISE NOTED. ee-___ 191 I � r I i 93 4 '9A--ed0- a4 24 j 9 '' 6 � 7 1 I 92.6 215 77 944 A-1AOD' 240 19Q0 192 9i.� s.2 -9{25I ' "/, I. 1 rD 3.A � le I I I 1 ', IF- 216 A• I I I/B1'200 2 1 202 `I 203 911001 ,-- , rl Q 92.7 - 11 94r3---_- _- ` , I , \ 92.8 95.4 I 93.2 I'. 'A -MOD' _- ' I ; 11 ,'A' I 'A' . 1 I 'A' 1 1 'A/62' 1 I �85. ,-92, �9 a 23. 96. 93.4 I I / 193 217 94.6 ' ', - - __ e -- _-------- 93.1 1 SFr - ---� - - +-- - --- -,- -- ' n 1 .T + n+ - 218 ; - iIwo _- -.'0� I 'A -MOD' , - _- 1 9 1--- o as.r \ \ \y 9[s 9z --- I _L_1__ L __lZ �`A-M00 j z I 11 I f -- _ 94.e / \ 94.2 ...I 'A -MOD' _I 22 �,' I IS' UTILITY l� noST____-ESUL azs �222 O 44 o 95.8 I Z 221 94.1 1 I ,A A -MOD' fn ------- -12 - d ' I 901 - 12 /ram .� s Tract'L:SEE-HAROSCAPE.PLANS- 9 ou+uu I rrl \ 1 .67 ¢al I ( / - :FOR DETNLS:= _ 41 Qg� -----1 ---- -.. I. ------+o----- (/i � \ ` '• �; -- '; I I ; i ; I � 1 ' � \ "--NIN, "FF.='92.1 fT •:: ' r; _ -FRONT SE78ACK 1 2e, a1 0 Park/Amenity 988 53 REAR SETBACK _ _Center 287 1 1 8f 'A-M00 P_�' I I 95.7 I I 95.7'-. N 1.94 as 'A -MOD' 'A - MOD /D ' + 510E SETBACK \\ 2 \ \ \ z 1 91, ^ 9a1 9ca g:y l 9Q.e I I I h� I 281, 282 ; 283 F2.14 283\ T fI 95.0 95.6 1 96.2 1 1 96.8 1 96.8 � 1 'A' 1, 'A' 'A' I I 'A' I 'A/132' \\ ----/.., erg_ \\ 279\\ `` �L J, \ j•, \ 5' S/W , W PAVEMENT C L 30' PAVEMENT _ TYPE 'D' CURB '\\ CONCRETE CONC R E T E \ / 5',HEEL STOP WHEEL STOP \ rA/ u ze \h5 TYPE 'D' CURB ]F 4' 2- J, -REFER TO SHEET C1.05 FOR PAVEI.IENT SECTION SPECIFICATIONS L - Typical Parking Section N.T.S. Source: VHB \ \� t�0'e }3 , 3+00 -• \ 32G00 31+00 '30+00 � 29i'ITO I 6� �ei` ��. } _\ �•1\` +r �, 1 V `,1�1 I .e; �:I 277 ,• \ 276 275 ', I\ 274 I` 273 1 1 272' 1 27J% I bO Open Spdee 269 1 1 '94.0 ', f_ 94.6 y 1 \ 95.2, 95.8 1 1 �96.4 1 1 97.0 1 1 /97.4 ! 0S- 1 97.3' 'A'; `1 YA' 'A., \ 'A' ._ -'A' -__ I 'A' 'A' �/ 'N;" 0. 14 r..-,-'A 9 \ \ 9209f,°5g° --938- 96, \ \ 1 - - _ °c I.•V„_. = B�',S'�- o'-"..ems- \ . ` \ \ \ ____----_- Legend ---- PO BOUNDARY r_ PROJECT BOUNDARY CPRESERVED WETLAND UPLAND BUFFER/ L✓ =_''J CONSERVATION EASEMENT 5' SW BY SITE CONTRACTOR SW/TRAIL PER LANDSCAPE/HARDSCAPE PROPOSED STORM DRAIN, CURB INLET, MANHOLE C-- EXISTING STORM DRAIN, CURB INLET, MANHOLE -105.0 PROPOSED GRADE .1050 EXISTING GRADE FLOW DIRECTION 60 10' (TYP.) 12' MIN. I 5' 12' YIN. U Notes: 1. BLUE PAVEMENT MARKINGS SHALL BE TINTED To MATCH SHADE 15180 OF FEDERAL STANDARDS 5950. 2. THE FTP-22-06 PANEL SHALL BE MOUNTED BELOW THE FTP-21-06 SIGN. 3. SYMBOLS & PARKING STALLS SHALL CONFORM TO THE REOUIREMENTS OF THE AMERICANS WITH DISABILITIES ACT. 4. ALL SLOPES THROUGHOUT THE ACCESSIBLE PARKING AND AISLE AREAS SHALL NOT EXCEED 2R Pavement Markings - Stall Layout N.T.S. Source: VHB 0 u <f� ,0 00 '44� 0 hb 225 E. Robinson Street Suite 300 Orlando, FL 32801 407.839AO06 Certificate of Authorization Number FL #3932 Key Map 0 30 60 120Feet SEE DETAIL THIS SHEET FOR RESERVED PARKING �WHITE DIAGONAL SIGNAGE REQUSIREMENTS STRIPING 024- D.G. Ocoee Crown Point PUD o TYP. PD Phase Z YMITE W � � o / m Ocoee, Florida a Ha Pe,trlon DeU Appti 4" / TYP. - 12' I 201- 3 tird pr GyN OClmm1 2 COAL HANDICAP SPACE DETAIL T wcDnroeryproWeeuacu 05,°fi/2a16 . Desh'ee M 6r JRH 1RH �-- 12" --I us,ee rer wn NOTES, Construction Approval May 6, 2016 pp 1. ALL LETTERS ARE 1' SERIES -C- PER MUTOD. 2. TOP PORTION OF SIGN SHALL HAVE A REFLECTORIZED (ENGINEERING GRADE) BLUE TH WHITE REFLECTORIZED LEGEND� Vert- ical Datum NAVD88BACKCROUND AND BORDER. or-, rn. 3. BOTTOM PORTION OF SIGN SHALL HAVE A 1g" REFLECTORIZED (ENGINEERING GRADE) WHITE VANACCE88BLE Lot Grading Plan BACKGROUND WITH BLACK OPAOE LEGEND AND PARKING BY BORDER. DISABLED 4. FINE NOTIFICATION SIGN SHALL HAVE A FEINT REFLECTORIZED (ENGINEERING GRADE) WHITE ONLY BACKGROUND WITH BLACK OPAQUE LEGEND & BORDER. 1 5. ONE(I) SIGN REWIRED FOR EACH PARKING SPACE. III1 $250 FINE 6- 6. INSTALLATION HEIGHT OF SIGN SHALL BE IN F.S. 31814 ll ACCORDANCE WITH SECTION 24-23 OF THE 111 MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES r O1eA1gNini°ef (MUTCD). 7' C2.01 FlN. CRAOE HANDICAP PARSING SIGN 9 K 0 Accessible Parking Space Detail N.T.S. Source: VHB James Hoffman, P.E. P.E. # 75623 R�len en."na DATE: Mar. 03, 2017 61975.00 619750D-PH28-GD.OWG \\,hb\proj\0dando\61975.00 Ocoee crown point\cad\Id\P1On t\Ph...2B\6197500-Ph2B-GD.dwg E 0 u .o s Legend o O o PD BOUNDARY PROJECT BOUNDARY o0O I l w� ''� " . 0 II 1 .,i C PRESERVED WETLAND CONTINUATION LINE - SEE SHEET C2.00 ----i, - _--sJ,J- `J..s.,9s -'------.....' ---_- •A. - T1I +P1 ��a,I _- -"--�-- 9%o -''> (1 _ IUPLAND BUFFER/ L \ CONSERVATION EASEMENT o U1 hb 5' SW BY SITE CONTRACTOR S !8 s e -- -e e E �� o e_,� E 8 E =, E1 , 225 E. Robinson Street 2y@ 42 �5B + 9,1 9J B �, B tll SW/TRAIL -sJoI I 43.b I _---._-- -- _ LA PER _ I I 965 I n24 7r241 1LANOSCAPE/HARDSCAPE Suite 300 81'APROPOSED STORM DRAIN, Orlando, FL 32801 242 241 246 247 ae, / /oo,e% ul CURB INLET, MANHOLE 407.839.4006 qi _ __ �78_____�H_97.9__F ___98.2_L 1 98.4 1 1 98.7 1 1 99.2 �� ," ( _ A,, EXISTING STORM DRAIN, Certificate of Authorization ! 95. ° 'A-MOD/B2' 1'A-MOD'I I'p-MOD'! I'A-IdOD`r :=A-MOR'_ I. _p`M0D• ` 248 - -- - Q-t;• CURB INLET, MANHOLE Number FL#3932 -92r 95.9 I 1 9.-3-__.____ ,<,-',' I i' T � ,_ __ - _ - A 'A MOD' , 10• Unu �' - 1050 PROPOSED GRADE 1--- -- 9; o tll ----__--- \ \ 9.3 9�+ 9�3` 9�91 0s4_ 15' UTILITY a - tll -----" - `- -- a 1050 EXISTING GRADE _s2gl 239 '- --- k� • - - - (�� f RL - - - -- I / 99.g 96.4d --` Q0 _ n+OD 16+00 Pc 249 . _ --.,� FLOW DIRECTION I-- \� 3=-=-�F-- F-==1� A' -ec 1B¢�Ar ~ +34.6 53 'A MOD' I I / _ =gJ21___ ___r___-__f' ,'' i y}v �� _•"3 r_�2° ______� - �ee.saq ADJACENT TO ROW TO BE 10 - -- GENERAL NOTE: 333 a F� ♦ �UNLES EASEMENTS SHOWN AD \ _ 98.0 �', �1> 0 �0-Spar- U fl! ill UNLESS OTHERINSE NOTED. C 1 'B/B2' I �.35 ac. ,m fli L<, 96.6 I I 15, UTu I + A -MOD' I +._ chi 'A' 237 I I 236 11 235 1 1 23a9$'9 ---- 1 0q6 -- 9e.o= O _9J.9�"- 95.J1 97.4 I 97.5 1 1 97.9 I 1 98.1--r___I97p 232~� yS9w - °p'0 I i Keyitilap 93 r A� .A� 'A/A-MOD 'A -MOD i ( I 251� II 1 '. I 98,3 Ii 1 f yI '' N.TS. Ii ao ge.i L.9s•A9M�'__9e.Jl -- ___ -- '.' �9J.Z -•`231 � - BF'1a i � '.'1., 252 i1�J tl1 i ' g2J 952 ' 9?5 ( 98.5( 89.99. "95. 9S.J 96.2 96.6 g�0 .� I o 8 6 2 1 'B' I o 'A -MOD' _ I It ,. 253.7 -9z5" 22 1 223 -f224 � 225 226� 227 228 I 96\ - 100.2 ' -� 13.8 95.8 1 I 96.4 1 I 96.9 97.4 SSS 97.8 I I 98.2 I I 98.A6.J __ "J A-M00' O I 'A' I 1 'A' I I 'A' % I 'A' I;, 'A' i 1 'A• 'p' I '97.g__.---...._--i�� o \_._____ `__-__i _-^°IOp04 1 21 tt J•I I� q,�l- g3g0 - 9}��_qw yxy - 9, ggY`-- 9'r•-/ , I / /1 FRA TYPE WIT LOT GRADING ' - - - o W =. _k x.s 60+00 a 61+00 62+00 63+00 64+00. j65+00+ // 6 +00 0 67+41.5 1 - �-I--___ _H_-_. ISrI'C8t-!i I' LLI fn I 1 -�. _e? w3 9wh0. a'�''� 9y'• ' -y9y' \ / ++� 1M.-rsr ,-.-___ /'' -- �--� b- - �`.� _ �- � �1�'¢ � 294 -: 99.5 -_ h� Ooen Saace ' �` I $ \ \ € - '� 1 \ p 0 30 60 120 Feet Z I�/82 I _ /-' OS-9,' 100. ` 286 289 290 I I 291 ' I 292 1 293 94) �_-r 9`°, _--- 0.12_ab Po mI/ Z II 95.7 00.0 97.0 ; 97.2 I 97.6 f I. 98.1 98.7 -sB -- n - -v$" TYPE'&E2'LOTGRADING ;'A-MOD/B:' Io 'A/.0 'A' 1 'A' 'A` 8.7 s 295\ `�, _ - 254 '� 7YPE'BTµ°i°RAD1N° Ocoee Crown Point PUD A-� �85yy1�-A-Mao' ��', Phase 26 1`a) 96 y9 T+ 25$�/ \\� - -- \ I a ` j'. •� b $ 9'^• `'•'�r . 9 w 9 -9,6- 9g 88 9? 'B 296 91 I _/ Z t.I Imo ae s s e s __ - -----------99.2- \ �_ ` m+ + 98.s r-ram /I i �� ' a Ocoee, Florida F- I I ly I sq� 95t a. I I I I9.A M�oJ At Z i �- ----� �� sa ,�, r --- - - --\ --i 297 / 9:.. i' 1 PB - - `.\ - / L'�5,�. yvu. z• \ ` 97.9 V 283 \ i T-C _ 303 1 302 1 301 1 300 299 �.6. /� I I - I -Sy A' ae .{ I �.� _ \\ `\� / I96.8 -� i 97.0 97.0 I\ 97.5 97.5 97.2 gas --I 7YPE'AdJI'LOT GRADING TYPE'AM'LOT GRADING 'A/B2' I - 'A/B2' I 'A' I \ 'A' 'A -MOD' 'A -MOD' xrs \ / i 257 _ + >, � 97.6 ___ -\\ - -- � �� '�� 3 RMud perGry&ON cwmvnt 03A3/!O3] 1 �- J _ am'acwnry<w„n��t osRWOIS SIB lI --- j kj//f e* ` �d' 1 Subrit to Gbol Ocoee&OCU OSN6R016 f:i ..1 \•%. _ _ / / \ med�ety 289-, 93,21_ 258/- _,=P_ I„ _ ___�-_-T-l-_,_=_-r__- �� _ _ �6:! ,I.' \ -- --_--_____,__ `,d, _h 1RH 1RH 29+'f10 ae+o°+�'eer lY' o5A' E w - -- _ _ -e- _,_-- _ i FHA RADMO FHA TYPE'B'LOTGRADINO Construction Approval aMay6,2D16 _ _ _ • - _ _ _ f xli Kli 9 Zvi , x _w5� _..wM19 `--=e({'�`g4fr iP S�--95=.-9 q9 _____'._--------- - - Sv.. I �� `, / E'A'LOT° b A r - -- - ---2ss ~ - --------- 'A- / S'c.v Vertical Datum - OA Sp u2Q9 1 268--L I 267 I 266 _ - _-• . \ ________-.. - ` 1 /97.4% If15- 97.3 1_97.2 ' 97.0._L L-96.7 1J96.5 I. L=9fi3-i 96.0 1 I-'95.8 1 1- 95.6 1 1 95.7 - _ - - - Lot Grading Ian _ 2K. _ �. )41y-; I - A ,I //�7 � 1. A---�\• _� 94. `• \---_ _.__ _____ •�- � �\� ^\ �F�g\ f � � /��\ k�\`€ � •n P - \ �j FHA TYPE'&MOD' LOT GRADING 7YPE'BI/BT LOT GRADMO 9c'ry,'960 _ B�_-.. 95e-- °3J'��g5] 9!8"_ 9f'6'J 8q3/--_9tJ- _ _ _--9f.5____.::,�� wrz xis en Space/ _ _ NOTES: 1. LOT GRADING TYPES ARE CONCEPTUAL. FINAL LOT GRADING TO BE ° �` �'.-�...�� ` -__+'- � "" "'ao' E E g ^„�^' T 6 - "r ®_� 8 T� _ @ a t' 'v' � c �1=-� -- - \ •; - ' DETERMINED WITH FINAL ENGINEERING CONSTRUCTION PLANS. 10 2. FINISH GRADES FOR PROPOSED IMPROVEMENTS SHALL BE DETERMINED C2.�2 I i WITH FINAL ENGINEERING CONSTRUCTION PLANS. FINISHED GRADES 3 GRADES TO TIE INTO EXISTING GRADES AT ALL BOUNDARY MAY VARY FROM EXISTING CONDITIONS BY MORE THAN. 1'. - '--------- ------------------------------------' PROPOSED - `----- -_____ CONDITIONS. s el 4. AN ENVIRONMENTAL SWALE IS REQUIRED AT THE REAR OF ALL LOTS ADJACENT TO THE WETLAND. James Hoffman, P.E. P.E. # 75623 ayM Rums, DATE: Mar. 03, 2017 61975.00 6197500-PH28-GD DWG \\vhb\proj\00ando\61975.OD acoee 'croon point\cad\Id\Plansel\Phase28\6197500-Ph2a-DT-GD.dwg E 0 u .0 s ELEMENTARY SCHOOL TRACT LOT LINE PROPERTY UNE,�{�7 i - ELEMENTARY SCHOOL TRACT000 I��i��,(' - TEMPORARY GRADING & DRAINAGE •- UMITS OF SW I ' - EASEMENT- VARIES 00 (OMITSITSOF SOD) TEMPORARY GRADING Al DRAINAGE— EASEMENT - VARIES r (UMIIS OF SOD)'VARIES 8' 2' 13' I HOUSE VARIES 2' (MINI o D, II_1 n_ POND TOB — 12' I MULTI -USE SE Ix (x) SAD MATCH EXISTING VARIES 2' (MIN.) PVC FENCE PER PSP GRADE b m - - - - (BY OTHERS) 21_65 hb JI $ F MATCH EXISTING I OR Fl-i1T�= DUSTING GRADE � � GRADE �\\ Street H x A EXISTING GRADE \ vAreEs 225 E. Robinson Street PD Suite 300 Mv) DRY PAD Orlando, FL 32801 13 31 NOTE: BOTTOM OF DRY POND SHALL BE SEED AND MULCH 407.839AO06 Certificate of Authorization A - Typical Grading Section B - Typical Grading Section C - Typical Grading Section Number FL #3932 N.T.S. N.T.S. N.T.S. OPEN SPACE TRACT OPEN SPACE TRACT - d0' J (ULOTS OF SOD) (UTA15 6 SW) MATCH EXISTINGtj L07 LINE 10' UTIL ESIAT. I b GF $ $ _ � VARIES T. 8' 2' VARIES � VARIES MATCH DUSTING 15 I 15 - VARIES SILT FENCE MULTIUSE I - GRADE I I I TRAIL 1x vv. HWSE EXISTING GRADE LSAT FENCE I LANDSCAPE 6 � i, I L— Ix wu) HOUSE MATCH EXISTING ) PAD WALL (BY O7FIFR5) 2z_MAAX �j1 w� I 7 PAD GRADE 1 xbN) 1 P:,'OEE C7DA'.t Pl;1iT PI 'iA I ji 'A' LOT TYPE-ti:P':G (� = OR FLATTER VARIES . OR FLATTER 7 1 � OR FUTIER ' PROPOSED 8' SIDEWALK cHOUSE OR PADt�y`\1 D - Typical Grading Section E - Typical Grading Section F - Typical Grading Section N.T.S. N.T.S. N.T.S. PROPERTY LINE ' �PROPERTY LINE LIMITS ON 500 I . Ocoee Crown Point PUD LOT UNE µ1 OPEN SPACE VARIES G p OMITS ON SW VARIES HOUSE (UM OF SW) ,i` - - - - - - I PAD - Phase 2B 4433tt CC'' cm .2'. 8' .2'. Ix WO VARIES $ I MULTIUSE I POND T08 MAINTENANCE - VARIES _ TRAIL ENANCE SILT FENCE 12 _ MATCH EXISTING CRUDE BERM Ocoee, Florida MATCH EXISTING 2 8 2 ( ) HOUSE SILT FENCE 2x MAX , POND TOB MULTI -USE Ix 4N E.',, TNG, G"A_'E 1 OR FLATTER AL F•ITTN� CIE PAD JI _ 1» xnron D.I. A1y.Q TRAIL J1 \ 2x`MAX OR FLATTER `�`'S�, i'� DRY POND 80TTOM DRY POND AND MULCH ;��z�✓ L 1 IL�V�I BOTTOM _ y NOTE: BOTTOM OF DRY POND SHALL BE SEED NOTE: BOTTOM OF DRY POND SHALL BE SEED AND MULCH 3 Retired perGD'&OCU cmment 03g3/A017 G - Typical Grading Section H - Typical Grading Section I - Typical Grading Section 2 WrcdPr'Cq&Countyconmenl WALQ016 N.T.S. N.T.S. N.T.S. 1 w6n:twagora &ow 05,96/2016 aeuR.�dby a•eedh JRH 1RH u�d r> px• Construction Approval May 6, 2016 Vertical Datum NAVD88 OMITS OF SOD D.AVT - VARIES _ 2' _ 8' 2' _ VARIES _ Grading Details MULTI -USE - TRAIL zx�Ax 5 5MAINTENANCE POND TOB POND TOO '�GERM BERM 31 13 101 MAX MAX I 0 pre.Ay Nunber DRY POND DRY POND BOTTOM BOTTOM C2.04 NOTE: BOTTOM OF DRY POND SHALL BE SEED AND MULCH sl<•t e1 J - Typical Grading Section N.T.S. James Hoffman, P.E. P.E. # 75623 DATE: Mar. 03, 2017 61975.00 619750O-PH 2B-DT-GD. D%VG \\,hb\Proj\Orlando\61975.00 Ocoee croon Point\cad\Id\PIanset\Phase2B\6197500-Ph2B-DT-POND.dwg E / II& OF QANK I l ,2 J ' 91J00 \\ I �5.O6 I ) II 9. 6 I I .1 1 \ I I 1 I I I I I II I I SD-2B-96 C1F W-Wi I NI5501 OUEa ' TE=91.50 E474]99.161'• 99.1 i02 I I 2-S ELF It 16'SOR-351 / \ I _e03 'I I I•SOUD PIP E\ \ - - SPR£AOER SWAGE /\ SEE DETAIL THIS t' \ I50-2B-94++-Wi ' SHEET L ( \N 1550169.8E1i ' I TE=91 zs E47,SB6.551'.DErA1L ' 1-79.]a m-ze>ee \ .THIS SHEET ;OI/TFALL SJ�iUC1URE S. DELTAIC THIS I SHEET I / 273 LF 3 W=\ \ StomrWater Ron'd 'ICI'. I 6'SDR-35 %\\ 3:QS\OCR, \\ `; 1 5 LIDI PIPE IINTRAND BUFFER 820 I \ ------ I \ 1 11 1 SD-2B-s ITS=9295 .I ) StoimWatei P d I I-71.17 \ BfTLAND UMITS II-79.9]97 ; 5.§7 at. I1=79. 55 PERFORM INTERCEPTS 822 \ i t Sp-2B-95 WTI NL5/9899.33I \ I i R-92901 E4]4]5509 \ ,•/ \ I I=Bow STORMWATER POND 1C DRAINAGE DETAIL WETLAND BUFFER STORMWATER TRACT STORMWATER TRACT DEVELOPMENT 12' 10' VARIES 2' 8' �2' MAINT. BERM MULTI -USE,. EL. 91.25 TRAIL EL. 91.25 TOP BANK - TOP OF BANK f EL 91.1.00 EL 91.00 OR FLATTER 4 1 / /I 15 POND BOTTOM - EL 8500FLA SILT FENCE S 6• INTERCEPTOR DRAIN AT' IIIVERT = 81.0 FT, NAVD OR L PER E%ISPNG GRADE / / - / / / (SEE DETAIL, THIS SHEET) IM /rypR TWO (2) FEET OF SOILS REEVE THE POND BOTTOM ELEVATION AND THE UNDEAIMAW SYSTEM SHOULD CONSIST OF CLEAN OO7SIPRTHWT. TREPLACED WITHIN DELETERIOUS CLAYEY SOIAN LS FOUND FLUES RE Me FOOTPRINTTASHOULDTE OF 1BE AY TERELY O IYER-C V TED � THE FINAL CONDGURATHE19, AHD�IHE2EI50RAVUCAI _ ENERI OND � RERAIIII WITH O EA AND THE HSYSTELL OHM THE 011- S5,, UNDEI�RNII TRENCHIS ES TO SHOULD BE DUG ALONG THE LENGTH OF THE RETENTION POND SEPARATED BY THE MAIOMUM RE[dWCHIDED SPACING AS NOTED. THE OUTSIDE ROWS OF UNDERDRAIN PIPE SHOULD NOT BE PLACED MORE THAN % THE MAXIMUM! SPACING FROM THE TOP OF THE PDIA DORM. WE RECOLWEND THE FOLLOWING MATERIAL AND CONSTRUCTION METHODS BE FOLLOWED WRING THE INSTALLATION OF THE POND BOTTOM UNDERWAIN SYSTEM. I) THE EGLRVIRAILENJ)WRIS SHOULD BE CONSTRUCTED USINGVdLAPPED WITH FILTER FABRIC (I RMI 140N OSIX )_INCH DIAMETER R EQUIVALENT). PERFORATED UL70ERDRAUN PIPE (ADS 1LRANWAf10'ON 2) ALONG R71OIWS OF THE ALAS DF IIINEOIPpPEFff. pUTED UNDERDR,W PIPES W TRENCHES AT LEAST 18 INCHES WIDE, AND 36 W KS DEEP 3) THE UNDEADRAW PIPE INVERT SHOULD BE PLACED 70 A DEPTH OF 33 INCHES BELOW THE POND BOTTOM ELEVATION AND SHOULD BE ENVELOPED BY THREE (3) OUCHES OF CRANK ((WASTED 9UCA BASED STONE). THE MAN COLLECTOR GRAIN SHOULD BE INSTALLED AT A SLOPE OF 015 PFACEM TO PROMOTE DRAWAGE AND MINIMIZE SILTATION . 4) BACKFU PLACED AROUND THE UNDERDRAIN PIPING IN THE TRENCHES SHOULD CONSIST OF CLEAN, ON-STTE/PARENT SANDS (LESS THAN 5% FINES WTH A PCAMEAREM VALUE OF AT LEAST 15 F&AY SO THAT THE EOGVMEa VALUE USED W THE AIiAL145 IS VALD. WFR i VOLUME OF SORFlOAL SAND MATERIAL STOULD BEE STOCKPROD SEPAAA7ELY FOfl LATER USE AS BACRFLL MATERIAL S 7NkN BAIXFNWG AND POND QUDNG TO MINIMIZE SILTATION OF THE 5 CARE 91WID BE EALROSED DURING WKKROFAYi [ON 7RUC F AW OUST 710N LINE POND BOSOM SHOULD BE UdRY SEEDED ON STABU2E0 W PERMEABLE BACI(FIIL SOPS FOLLOWING ULIDCTDR Al1A ACCORDANCE WTH THE DISTRICT AND CITY REQUIREMENTS 6) THE UNDERDRAIN SYSTEM SNDIAD BE PROWOED WITH POSITIVE DISCHARGE NOT SUBJECT TO BACK -PRESSURE CONDITIONS CLEAN -OUT AND INSPECTION PORTS 41g11D BE FRONDED AT THE 1F1WVN5 6 EACH UNOaIDRAW SEGMENT, AND AT THE CCOKC710N i0 THE DISCHARGE POWs (6 NOT LOCATED WITHIN AN OPEN CONTROL STRUCTU ADDITIONALLY. A MAWTENAHDE PROGRAM SHOULD BE ESTABUSHEO 10 FLUSH AND INSPECT THE UNDERDRAIN SYSTEM On A P UDIC BASS 7) WE ALSO RECOMMEND THE UNOFRDRA➢7 SYSTEM BE CONSTRUCTED UNDER THE FULL -TOME OBSERVATION OF A REPRESENTATIVE OF NE ME2ILBEST WNk1E0 ADDRESS ECAUSE S 1NWRAT YA A�Poff WPoNTHE Il11E WH DIIICMIHIIQV 0 ➢HTHE E LINNDEIIRDRAIN SOF THE TELL7FL DESIGN. WETLAND BUFFER STORMWATER TRACT CONSERVATION AREA DO NOT DISTURB P WETLAND 25' AVG. BUFFER LIMITS OF SOD UMITS 15' MIN. BUFFER OR ORDINARY HIGH WATER 5' _ LIMITS SILT FENCE I MATCH EXISTING y 4 1 GRADE � I• ) 'IL I 36• 1 0 .50 ,�, EMSBNC lY2A0 79 i � INV. EL 78.50 NO GRADING SHALL BE PERFORMED IN THE BUFFER OR WETLAND Spreader Swale Grading Section - Pond 1C N.T.S. USEHON-PERFO-ED 5NAPENOCAPRECESSED 6•DIA PIPE FOR INCONCRETEPAD 19•Xi6'%b• CUEAHOUTMENSIONS BACK OFCURB /- THICK CONCRETE PAD NOTE: cLEANOUTS TO BE PIACEDAT /HIGHPOIHTSAHDHOTTO EDT--E-ES 45* 6•-45'WYE � fi•-IS'ELBOW W 01A. MIN UNOEADRAIN WBING F.O.O,T. W2 4 MEETING AASHTO M252 MDMM FILTER SAND Fi M%VITHPOLVE57ERINITFED smo HLTERSOCK MEETING ASTM D 38B7 AND ASTM D 1682 End of Line and In -Line Underdrain Cleanout Detail N.T.S. .2' VARIES - , - 5VARIES 2' POND BOTTOMf,- EL 85.0 �7{-11 I� a}rL,f 1 -RCP (VARIES)6 GEOTE%BLE FILTER FABRIC UNDERLAY INVERT ELEVATION 24• THICK RUBBLE/RIPRAP (VARIES) PER FDOT SECTION 530-2.1.3 POND BOTTOM EL 85.0 ERED END JIO`7 (VARIES)d POND BOTTOM CLEAN. FREE DRAWING INaTU SAND BACKFILL K2 SPECIFIED VALUE, c5%SOIL FINES AR FABRIWRAP �• \ - _ _ MOVNOGMIRA FI �'• `�'~~' - _.+`. 'T\/ 140N OR EDUNALENT) 3'GMVEL ENVELOPE \ _ AROUNDDRAIN PIPE - I" �- 6' VIA HOPE DRAIN PIPE 1e' 1 WITH FILTER SOCK (AM DRAUNGUANDOR EOUNALENT) POND BOTTOM UNDERDRAIN DETAIL NOT TO SCALE "SIRES 1. THE MAW COLLECTOR SHALL SLOPE AT MN. OA5% SLOPE TOWAROS OU FAU_ 1 UNDERDRAN NSTALLATIUN SHALE BE PERFORMED UNDER FULL-TIME OBSERVATION BY AN EMPLOYEE OF UNIVERSAL EH6wEERIIG SCIENCE& ® I POND BOTTOM UNDERDRAIN DETAIL UNIVERSALa I Durx n: c.e. I Hum I FH1vm n, I IMrD AS SHOWN IFLo3[cr lHn I.TA9Lr'n IRIOC'Im , O u s `i✓is-e i;mvhb 225 E. Robinson Street Suite 300 Orlando, FL 32801 407.839.4006 Certificate of Authorization Number FL #3932 }' ANRE (RYA) z-eaaacEr (TEFL) 36" RCP PIPE /y,^,y` 0 25 50 100 Feet r5 (71P.) -fII Ir 4• TYPE N' 081 24' - 6" PVC - B 69• I Plan View `90MMER BATHE 3/16- H6ERLXA5S SHEET 24• Q7NCRETE CPEN/NG -69' CONCRETE CPENWG GRAZE 57EEL CRATE SKINNER TOP fCEl: 89.60 5IR(ICIURE TLP ELEV. q -- NDR WV. 6a70 57(IMMER WV. 8a 10 L______ __________.�_- I ,I- 5 _ PQVD BGl7L1V ELEV. A5.07 � 1 i i I i u _ 6' PLC SOIL-J5 P� 36" RCP PIPE 6 i� I - PW PIPE INV. 79.50 PIPE WV. 79. 10 57AY/C11RE BOTTCW ELfV. 7600 Section ViewGRaNrSTRUCTURE J S�tionViewB TO 5PRWG LINE Ocoee Crown Point PUD Phase 2B Ocoee, Florida Na Pr.Won 3 Rehud WGV&CCU,xmrrnt 03M3/2017 2 W Neer C,ry &Caunry comment 0910v2016 1 Sudrit to Gryol Ocoee&ON 05106/2016 aeay.a'n aeaedly JRH JRH Construction Approval May 6, 2016 Vertical Datum NAVD88 w.A'..9 rme Pond Details ar,.ky NMnHHr C2.06 3 - Pond 1C Grading Section A NOTE: WHERE ENCOUNTERED FASTING CLAYEY SOILS BENEATH THE FOO7PRW7 6 POND IC STALL BE N.T.S. OVER -EXCAVATED W A MYa1NN ELEVATION of7/25 FEET ANDVA M1TH w-SIU CLEAN /EBWEE SANDS WITH A HYDRAULIC C NDRLIONDCTIIA 9OF AT LEAST ENGINE15XAYs86EX FM SR ADDITIONAL IKI�TPLSW(UE BEPGRCOWRY NQ 13443927) Sump Detail - Pond 1C A N.T.S. Outfall Control Structure Detail: DS -1C,& N.T.S. James Hoffman, P.E. P.E. # 75623 IrgRe HM�l,er DATE: Mar. 03, 2017 61975.00 6197500-PH28-DT-POND DWG \\vhb\proj\0rlando\61975 00 ocoee cro— point\cad\Id\PlanseL\Phase2B\6197500—Ph2B—DV.P.dwg _ -- --- Legend PD BOUNDARY PROJECT BOUNDARY PRESERVED WETLAND .� --- __ _- L-1------- -� i ---__ - 'I"I - h� UPLAND BUFFER/ J CONSERVATION EASEMENT PROPOSED STORM DRAIN, CURB INLET, MANHOLE 170 169 •_---------- II i� PROPOSED SANITARY SEWER &MANHOLE SD-68 168 I I I i III PROPOSED FORCEMAIN 167 I SD 68A \ I / _ - POLLUTION ABATEMENT SWALE 171 166 CONSERVARON . - • . �� - EASEMENT 1 / '� , _� ` _ \ D-67 165 - - - - -.- - — GENERAL NOTES - SS 73 EXIST. SS-L9) I 1. ALL SANITARY SEWER MAIN TO BE 8" UNLESS OTHERWISE NOTED. 164 I• I I I 2. UTIUTY EASEMENTS SHOWN ADJACENT To ROW TO BE 10' UNLESS OTHERWISE NOTED- - _ __-_______ f 172 - j_• l 1 158 SD _66 - *00 \� SD-65 CORE DR Q I j SS-74 '� - C(AVNECI�T EXIS71 G, M NNQLS I 1� - - - - - 173 I 159 \\ rIS T. SS-311 I 15 161 ! - - _ 10 0o IEXIST. SD-70 _ SS-75 CQW£RT EXISTING OBI 162 SD-64� �� I:_„i• _ t 1fi4 CURB IN(fT __.. 163 UE-4-1 -XIST. SD-71 156 UE-4-2 L:��SD-6 PNASf 2BLIMITS E 4-4154 I 153 .I Open Space 75 - SS-77 152i, ! tXIS I. KnAND 55-SYI / �\ OS-5 SD-60A Al _ 151 - .. ER-\ 0.06 cc. SS-78 j BUFF .- 7 �' - �. i SD-62 s WETLAND OMITS - z1 o � _ \ SD 59A 176 SD-60 SD-59 177 � ._, e`` 1 * -.., . �; '/c C EXIST'lSS- WETLAND 180 CON T £XISRNG x , ; EXIST. ss-&4 i, - WTFALL S UCTURE TO CURB WET, ATg fCN - - txlai. SS-33 _ EnsnNC IN RT (APPROX /\ CORE DRILL & / 8 .57 FT, NAYD) UCOlTNfCT TO EAIS71NG MANHOLE ;r4:'' EXIST. SD-58AI _ EXIST. SD-581 TDE� I! oo'.f -2-2 o• �,� % TDE-E-2- 185 184 EXIST. POND 1A/B 183 MEANANNUAL-84.9 d 182 ! 186 EXIST. SD-561 - li /�: 10 YR.I24 HR. 86.8 9 25 YRJ24 HR. 87.5 SD-20 SS 79 ! EXIST. SD 100 YRJ24 HR. 87.9 / �� //' oo! / MIN FF ELEV. 89.9, -202 Open Space 187 -- - - •- 00'' './ f_5 71N OS �� \_ o u.'TDE-2-10o 0.06 ac. E-5-2 0 SS-83 195 � z00 N 8 SD-203 q IEXIST. SD-96 (EXI`; I_. SS-35 f1 ° 0 15URUtt a t: 11�< CORE DRILL & E6MT. - - _ SS-82 o CONNECT TO / 1 Jz*0p_. -\ IEXIST. SD-205F Ia "' 188 I 'I` -- '-� MANHOLE 1 / -SD-2 �\ , nUE-5-4 SD-20 196 (SE & NW) - - ` 207 / i + I \ *q oo \ \ TDE-2-9 - I II SD-222 +�� 209 SD 2218 \ * \ \ 1 1s' UDO 210 - 1 SS-81 1 189 197 206I" EST 211 S -220 n SD-22 212 - I + a. f 15' U9uTr SD 219 I /� ESNr. A 1 I CIE 205 1 �I+1 213 I I rT TDE-2-8 . 190 0 198 ( TDE-2-5 f n f - 11 EXIST. SS-36 214 'UN I INUAI ION LINE - SEE SHEET C3.01 E u .c f00 ` �j00 0 hb 225 E. Robinson Street Suite 300 Orlando, FL 32801 407.839.4006 Certificate of Authorization Number FL #3932 2 Key Map 0 30 60 120 Feet Ocoee Crown Point PUD Phase 213 Ocoee, Florida Acva 3 Revsed per city h ocu ednrcnt 033f"17 2 Revised perGy&Cwn7eoa^e^t 09p]/1016 1 Suhrritro atya( arnee&OCU 05,06yt016 DeYgrnd by tTeSed by JRH JRH b•,m for p.e Construction Approval May 6, 2016 Vertical Datum NAVD88 wew.y sae Drainage & Wastewater Plan C3.00 SMN el James Hoffman, P.E. P.E. N 75623 DATE. Mar. 03.2017 61975.00 6197500—PH28—DP,P DWG \\0b\p1oj\0da1do\61975.00 ocaee crown paint\cad\Id\Pionset\Phose2B\6197500-Ph28-D15P.dwg 77�, x I �91.25 91.00 j �)�.I1 �I SPREADER SWALE . DETAIL 1 SHEET C2.06 \ CONTROL STRUCTUR:I I DS-IC SEE DETAIL SHT. C2.06 109LF ` 36'RCP \_ S=0.557. 184.84 SD-248 0 ZEES \ NIM E4]42&i01 I-]650 a'rIC CONTINUATION LINE - SEE SHEET C3.00 - 199 204 1 i 191 4 I vi of 215 fSDSDSD-223 + I -224 I 192 193 194 \\!e POND L- MEAN ANNUAL - 87.17 \ 10 YRJ24 HR. 88.80 P5 YRJ24 HR. 89.19 EXISBNG LIFT STARQV 100 YRJ24 HR. 89.73 0 TRACT W/6' BLACK MIN. FF ELEV. 91.73 DfCORA71lE METAL FENCE SEE DETAIL SHT. C2.06 & HEDGE TY/ SHRUBBERY SCREEN/ 50-211 W )LU NI549909.4' E474712.17 1-6L90 90-24 BUFFER WETLAND WETLAND 280 FMA 240 1 200 201 202 203 II I 216 ASS-84 EXIS . SS-38 1( C_ORE )RILL & I 239 D-211 2 ONNt'L7 STO SS-85 EXISR. IG MANHOLE J + 217 FXIST. SS-37 I CORE ORML & Z2YAVNECT TO EXISRNG MANHOLE 218 238 SD-23 M 231 I 219 W I I j SD-28-100 220 0 SD-228 ,i SD-229 O + I UOUtt 222 . 223 224 15' ESMT. 0 279 A IT 1 1 SS-72 68 1- _- - -' 36'RCP - ,X SD. lox UE-6-4 UE-6-5 Park/Amenity \ Center 1 P-50B ' SD-246 TWe "J Y.H. H154997&56 1.94 ac. IE=91.22 E474777N 1 1-63.976 OD(Wrl 245 1=fl39 155 LF 1 36'RCP S=0.10% DRAW 1 3d ,1 1911. Y&IFFY] 277 276 275 274 273 Z SD-227221 DSO-226 C SD-227A > 0 'a Z 61+ bU+00 I o 00 r rn SS-70iD- 5 M m m 288 (n 287 286 I o 289 I m + "m'I SD-24 I SD-240 W 283 284 285 303 1 SD-242 I SS-63 \'] o l 30+00 1 29+:00 28+01 I 24 A Dpen Space 272 271 270 1s- 269 268 26 0. J4 rc. Open Soace Os- 1.10 ac. �919==MIII =7i 9_=_===M1T99---=E: $ B'MUCR-USE PA7H Legend - — PD BOUNDARY PROJECT BOUNDARY CPRESERVED WETLAND UPLAND BUFFER/ CONSERVATION EASEMENT PROPOSED STORM DRAIN, CURB INLET, MANHOLE —tea PROPOSED SANITARY SEWER & MANHOLE PROPOSED FORCEMAIN — - --- POLLUTION ABATEMENT SWALE GENERAL NOTES: 1. ALL SANITARY SEWER MAIN TO BE 8' UNLESS OTHERWISE NOTED. 2. UTIUTY EASEMENTS SHOWN ADJACENT TO ROW TO BE 10' UNLESS OTHERWISE NOTED. E 0 u s `i��jhb e .� r 225 E. Robinson Street Suite 300 Orlando, FL 32801 407.839AO06 Certificate of Authorization Number FL #3932 X 700 UTr Key Map N.TS 0 30 60 120Feet Ocoee Crown Point PUD Phase 213 Ocoee, Florida Ho Ri.Wan DeH APV,ti 3 Re ised perGry&ON rormvnl 03,a3a— 2 Revised P.'Cq&Cwnty— 09,01R016 1 9tmit toaryolao_."&= 05N6/1016 JRH JRH Construction Approval May 6, 2016 Vertical Datum NAVD88 OmWgT,W Drainage & Wastewater Plan oreryu Nix, C3.01 — cl James Holtman, P.E. P.E. $ 75623 RefM N,mbe+ Mar. 03. 2017 61975.00 6197500-PH28-D1',P DWG \\Mb\proj\0rlando\61975.OD Ocoee crown point\cad\Id\Planset\Phose2B\6197500-Ph2B-D15P.dwg r' 15 OTRITY \ ESMT FUTURE SS-92 ELEMENTARY } n F TOE-2-a SCHOOL z 0 � t SS-91 o, 58� +- p I /+ g 15, U71UTY o j= w f f ESMT. - -- 1 lU TOE-2 b roE_2_6 ,i ' r r roE-2_7�. •1 - - - l TDE-2 "o'�U I i aE- l . 218 SD-10' uR0 l p; I - I U! � SD-217 242 243 244 245 246 247 SS-80 SD-212 zaa EXIST. F.M. f' 8" - o I\ \ SS-66 PVC � -- - - _ 15' UTUTY +a GI 00 17+00 18+0' 0— PC -- \ _ I • - -e-�, 249 Open Space J 'ewe '!7�- +34.66 \ .0 O •1 SS-67 OS-10_\ I -- v 0.35cc.'�sD-zt2D1� D-215 SD-:213 SD-2 -212C 250 oo 157 UTILITY +* U° I 'y FSMT. 237 236 235 234 .I � ISD-212 � i �i SD-212A _ I 232 0 251 i 231 I I 252 %I ! +I `I 230 ! 253 224 225 226 227 228 � I M I W I SS-69 £XIS' 6" 229 W ,M� - .6rM T sFll' sr., 4 \\..- I W 62+00J c` 63+00 64+00 65+- r • 16 +00_ 67-F, 0_ 67+ 1.5 �S W 'A J i _ + I294 1 Z o 0I SD-236 - L_ o I Q 290 291 292 293 295 254 l Open Space �. OS-9 0.12 cc. 296 255 _ICI SD-237B SD-2 7A j I 297 I 302 301 300 299 I� 56 SD-240111 SD-2 o 298 0 257 — - _ ---- - - - - --_ — - -- - - — - / SS-64 289 258 2a+DoSweel 'H' 27+00 7 L 6a _ zs eD 5"�- 6 2) `-j5j -2381 =A 259 1 267 266 265 264 263 262 261 260 I l 1 jj E5aa --a -_- a 6' MULTI -USE PA7H E O u Legend r - ---- PD BOUNDARY - -. PROJECT BOUNDARY ♦_ 00 CPRESERVED WETLAND �/ �-1 UPLAND BUFFER/ L\ \ -RNj CONSERVATION EASEMENT PROPOSED STORM DRAIN, CURB INLET, MANHOLE hb TO PROPOSED SANITARY SEWER h MANHOLE 225 E. Robinson Street —+,1— PROPOSED FORCEMAIN Suite 300 — - �► POLLUTION ABATEMENT SWALE Orlando, FL 32801 407.839.4006 GENERAL NOTES: Certificate of Authorization 1. ALL SANITARY SEVER MAIN TO BE 8' UNLESS OTHERWISE NOTED. Number FL #3932 l 2. UTILITY EASEMENTS SHOWN ADJACENT TO ROW TO BE 10' UNLESS OTHERWISE NOTED. -- - - 0Nf f / - ----- , 2. Key Map N.T-s -- 00 0 30 60 120 Feet Ocoee Crown Point PUD Phase 213 Ocoee, Florida x> Rehtlon pea •pR.a 3 R,&,d per Gry&0-axnrcnl 03MU2019 2 R ,edWDry&C—ymament 0911172016 1 S.br t W G"d Ocoee & aN OSR6=6 p iqy by aeaea 6y JRH JRH kwea la axe Construction Approval May 6, 2016 Vertical Datum NAVD88 areNng TNe Drainage & Wastewater Plan OmIr9 N�anbr C3.02 61.e1 el James Hoffman, P.E. P.E. # 75623 Frd«. Rrnkx DATE: Mar. 03, 2017 61975.00 6197500-PH28-0%%P MG \\Mb\proj\0rlondo\61975.00 o—e crown point\cad\Id\PI--1 ...2B\6197500—P1,2B—ULP,dwg jlPHASE2A ----- ---- /tjll' � -_- � ------- III' �i j 170 169 -- ll, 1I 168 I I 11 \ _ 167 `CONSERVA77OH \ 171 '!. .... - \ 166 I i EASEMENT 165 oil / 164 l J ________172 __�_ I II _ 158 ________ I 159 173 1 160 \ / j 157 161 - ` mot`{' 10 00 _ jl rl 1 162163 q 174 - �, •I 155 _ I I, ( PHASE 26 UM175 0 I 154 , 152 HEILAND <� ' \ _ 151 BUFFER H£RAND LIMITS 176 178 179 H£TLAND _ 180181 FUTURE _ ELEMENTARY SCHOOL EXIST. POND 1AM 185 184 183 182 1 186 ; �• / ,;p �.J 187 ga a� A Ion I ,x 195 ff 208 D-70� =l,"' ��_ ESMT.TIUTY 12 207 / I2090 189 /f / 15• 210 UTIU 197 206 :,I l CSM1. 211 • li lI,212I j + 1Is' unun I I UD-72 I t o I 213 1 r ( ESMT. 190 I o I 198 205 I < i I UD-7 + I I I 214I•-�- ONE MATCHLINE - SEE SHEET C3.04 E 0- Legend s ---- PO BOUNDARY PROJECT BOUNDARY .00 C�:J PRESERVED WETLAND / UPLAND BUFFER/ CONSERVATION EASEMENT hb PROPOSED STORM DRAIN, CURB INLET, MANHOLE ---0 PROPOSED UNDERDRAIN & 225 E. Robinson Street CLEANOUT Suite 300 GENERAL NOTE: Orlando, FL 32801 1. UTIUTY EASEMENTS SHOWN ADJACENT TO ROW 407.839A006 TO BE 10' UNLESS OTHERWISE NOTED. Certificate of Authorization Number FL #3932 NOTES: I. WHERE UNDERORAIN MUST CROSS OTHER UTILITIES, PLACE UNDERDRAIN BENEATH UTILITY. 2. CONTRACTOR TO NOTIFY ENGINEER IF WATER TABLE IS OBSERVED WITHIN TWO FEET OF ROAD GRADE IN AREAS NOT UNDERORAINED. 3. PROVIDE POSITIVE SLOPE AND CONNECT UNDERDRAIN TO STORM DRAINAGE STRUCTURES. 4. UNDERDRAIN PIPE INVERTS SHOULD BE SET 3.5 FEET BELOW EDGE OF PAVEMENT ELEVATION. 5. UNDERORAIN PIPE LENGTHS AND LOCATION, CLEANOUT LOCATIONS AND MANHOLE CONNECTIONS SHOWN ARE SCHEMATIC. UNDERDRAIN SHALL BE INSTALLED IN J ACCORDANCE WITH UNDERDRAIN REPORT FOR PHASE 2A x DATED MARCH 14. 2016 PREPARED BY UNIVERSAL ENGINEERING SCIENCES 1 1318122). CONTRACTOR SHALL FIELD ADJUST AS NECESSARY TO RESOLVE I( I •1� �t , CONFLICTS WITH OTHER INFRASTRUCTURE. �F/fr1TT I 6. SEE SHEET C3.05 FOR UNDERDRAIN DETAIL. Key Map N.TS 00 25 50 100 Feet Ocoee Crown Point PUD Phase 213 Ocoee, Florida Nn PeNYm Dale AA- 3 M ,ed pe,CilO oxment 03MP017 2 1W dpe,Gry&C nl, cdmmt 0101MI6 1 SutDit to GtyolOcoee&= 05M6/2016 Drd6WE h' rn.maM JRH JRH I.wa b p.le Construction Approval May 6, 2016 Vertical Datum NAVD88 D,., — Underdrain Location Plan Dd,— �C3.03 bl�.et 0r RdM N�nbe DATE; Mar. 03.2017 61975.00 6197500—PH2O—ULP.0IVG \\vhb\proj\0r1cndo\61975.00 ocoee -- poi.t\c.d\ld\Pl.n..t\Ph.se2E)\6197500-Ph2B-ULP.d.9 Wn-OD- - "I I BUFffR WETLAND LIMITS KkAND MATCHLINE - J '199 SEE SHEET— 204 C3.03' �' 71— 7 241 215 240 r 192 IL 216 200 201 202 203 1 ill I. UD-74 I I 239 193 FMF77m UD -c I ;11 217 j 194 FU—Q --7 POND IC E)UST. UFr- SrA77ON MACT 290 279 278 218 238 LID-8 n s D-76 UD-8o II+ 219 X 220 15' UTNJTY ESML + 222 223 224 7. UD-82 > D-83 221 D -86 0 -M�-L=-rj z - -- - - - - - - - - bc)+00 61 !00 q0 6 -'--7 to M 1711 UD-8 It M Pork/Amenity 288 M Center P-50B 287 286 a 289 1.94 0 01t0l. 281 282 283 284 285 303 +3. 3+00 32+0-0 "1 31+00 30.00 28+01 Opel Space 277 276 275 274 273 272 271 270 ')S- 269 268 26 0. )4 .)4 -. 8' MUL77-USE PATH 1.19 0C. Legend PD BOUNDARY PROJECT BOUNDARY PRESERVED WETLAND 1221— UPLAND BUFFER/ CONSERVATION EASEMENT PROPOSED STORM DRAIN, CURB INLET, MANHOLE ----o PROPOSED UNDERDRAIN & CLEANOUT GENERAL NOTE.' 1. UTILITY EASEMENTS SHOWN ADJACENT TO ROW TO BE 16 UNLESS OTHERWISE NOTED. E 000 I;mvhb 225 E. Robinson Street Suite 300 Orlando, FL 32801 407.839.4016 Certificate of Authorization Number FL #3932 .05 -Q)- Key Map 00 30 60 120 Feet Ocoee Crown Point PUD Phase 2B Ocoee, Florida 3 RM,,dWChy--e,t 03/03/2017 2 W'�P'cr,&C—ty—, 09IO12016 I whit .0".faca.e &a 05/06/2016 TRH TRH Construction Approval May 6, 2016 Vertical Datum NAVD88 D—.. Underdrain Location Plan ,&C3.04 —1 d P,q. —� DATE: Mar. 03, 2017 6197S .00 6197500-PH28-ULP DWG \\vhb\proj\Orlando\61975.00 occee crann point\cad\Id\Plansel\Phose2B\6197500-Ph2B-ULP.dng 15' UBUTY ESMT. FUTURE I 1, ELEMENTARY ,r P �`♦ SCHOOL *s 00 \ \ n t I w I I Wo +.. j 15• UBDTY r ESIAT.13 a 1 NC, y j z1, 242 243 244 245 246 247 I} Il 248 ESMT. t f F$+00 17+00 f 18+00 rc, C p\\� JfPeel TT-, ~ ga 6 249 �+ t 0. e L - - 233 " a 250 !OS -0 35 15' unliutt�T_ 237 236 235 234 I ,� 232 251 I 231 1, .. I o i i I � 252 - +r O 230 - 253 V 224 225 226 227 226- 1, D-92 I T LLI I D-88 229 LLI D-gp -= LLI -- I Ifi +00 �1 67+ 1.5 J 63+00 64+OU +00 r + --- --------jD I I \ 11 J UD-87 294 ! ?i Ooen %nce \1Yi I - -1- - - OS-9 C) r I i d; J-012-. ~ 290 291 292 293 I UD-91 o 1 Q 295 - 254 CI 296 I 255 �I I I 297 I 256 1 \ 302 301 300 299 ( fl c� 0 257 298 I FT '� a------1�' 258 1 28+005beef 27+00 R 26+00 259 267 266 265 264 263 262 261 260 / I / -------------------- I / 1 r-- a' Muin-use PATH E V .O Legend Underdrain Cleanout Schedule Underdrain Cleanout Schedule _ SWclum Slaliod Structure Slation/ ---- PD BOUNDARY = - •' Alignment Alignment .` } Number OD'sel Number ORsel � � � � i� PROJECT BOUNDARY w-70 52+3626 sr-2-A -ez 58+36.79 1e47 L sr-e-A C�PRESERVED WETLAND •'t&15.R UD-71 52+55.49 16.35 L ST-2B-A w-B3 58+59.12 19.89 L 5T-2B-A r _ \ T,<1 UPLAND BUFFER/ hb 53+73.76 60+21.15 _ L,-\-�'J CONSERVATION EASEMENT w-72 16.03 R ST-28-A UD-84 14.33 R ST-3-A 53+78.21 6G+8C16 PROPOSED STORM DRAIN, w-73 1699 L ST-28-A w-es 1433 R si-28-A CURB INLET, MANHOLE 56+05.27 61+21.57 225 E. Robinson Street UD-74 1&� R sr-26-A uo-e6 .67 L 2p67 L sr-ze-A ---o PROPOSED UNDERDRAIN & CLEANOUT Suite 300 w-75 18.34.71 20.67 R sr-2e-c w-e7 62 2+91 R sr-ze-A Orlando, FL 32801 UD-76 10+34.71 ST-28-G w-88 62+94.52 sr-za-A 407.839.4006 14.33 L 20.67 L GENERAL NOTE: 12+47.78 64+76.64 1. UTIUTY EASEMENTS SHOWN ADJACENT TO ROW Certificate of Authorization w-77 20.67'R ST-20-G UD 89 1433 R ST-2a-A TO BE 10' UNLESS OTHERWISE NOTED. Number FL #3932 w-78 I2+47.7e 14.33 L ST-28-0 w-90 64+76.64 20.671 ST-28-A UD-79 57 1&48 L 18.48 ST-20-A UD-91 65+ 32W 83 R R ST-28-A w_80 56+66.24 16.52 R ST-2B-A UD-92 65+80.99 37.17 L ST-28-A 56+57 77 UD-81 18.48 L ST-28-A �l `^ f S n Key Map USE NON -PERFORATED SNAPENDCAPRECESSED 8'0%PPE-R IN CONCRETE PAD THKK 'X6' QFANOUT EXFENSIOHS BAC 0-F. ....iETE PAD HOTF: CLFANOUF6 TO BENOT TO AT /NIGHPOI.-TNTERV EXCEED 250 FOOTINTE0.VAL5 /�/, ,�y� 145� \ I 0 30 60 120 Feet IA `B•.46•WYE B•-.6•EBOY Ocoee Crown Point PUD L8'DIAMIA UNDERDRAIHTUBING FILTER SAND Phase 2B MEETING AASHTOM 252 ANDASTFA FILTER SAND F 4 .82A W IIH POLYESTER KNITTED SAND FILTERS= MEETING ASTM D 3887ANDASTM D 3682 Ocoee, Florida END OF LINE AND IN LINE UNDERDRAIN CLEANOUT DETAIL N> 3 0.wired PerG &OCU o,mrcn1 03dO3/2017 z P-mi 1pn by&C-tycomuant DB MMOA BACK OF CURB _ 24" - 1 Submit to GyolOcoee&OCU 05p6/1016 Ey 1RH meaQe 1RH J Construction Approval May 6, 2016 12' OVERLAP I + FILTER SMI D PAVE BASE COURSE - (MEETING FDOT SPECIFICATION 902-4) Vertical Datum NAVD88 o 'o o�mrme m Underdrain Location m 2^ Plan 8" CORRUGATED TUBING B. O FABRIC WITH FILTER FABRIC ENVELOPE 1 (FILTER FABRIC MUST BE APPROVED BY ENGINEER) 3" I or..2re Nunes 1BN ENTIRE TRENCH TO BE r WRAPPED WIT FILTER FABRIC (TYWRAPPEDWIT 3FIL OR _ ` - Q C 3• �,j O J EQUIVALENT) 20' ' TYPICAL UNDERDRAIN DETAIL t of Prrien canner DATE. Mar. 03, 2017 61975.00 6197500-PH2B-ULP.DWG \\vhb\proj\Orlando\61975.00 Ocoee crown point\cad\,d\Planset\Phose2B\6197500-Ph2B-Nii7P.dwg E ♦ � !.. "y.,,.-----�_-_� �.� - Omee Crown Point Phase 2A & 2B U / .`.` ..,...._. _ _ _ Fire Flow Summary 4 t Max. Distance to Hydrant from Phase 2A& 2B % �• - - - Landuse Hydrant spacing Building Design Fire Flows P ASE 2A 00 I single Family 500 Feel 250 Fee[ 1,000 GPM / AmenitySite 350 Feel 200 Feel 2,000 GPMhb - / I / 170 169 - _ _ 1) All fire hydrants shall be installed in accordance with Chapter 18 and Annex E of NFPA 1, 2012 Edition. Average hydrant spacing and maximum distance from building to a hydrant shall be in accordance with Section 31AS of the City of Ocoee Engineering Standards Manual. 225 E. Robinson Street CONSLRVARAV ' I 168 - -- - 2) Design Fire Flow set equal to or greater than Needed Fire Flow per PUD MUP. Per Section 31.02.02of the City of Ocoee Engineering Standards Manual, $UIYe 300 EASEMENT - — \\ - _ - provided fire flow shall meet orexceed requirements per I50 'Guide to Determining Needed Fire Flow ;latest edition, and in no case shall provided fire 167 flow he less than 750GPM Orlando, FL32801 i 171 407.839AO06 f \ WM 62 i66 Certificate of Authorization 165 Y_ v ..I : Number FL #3932 WM 6 164 ` r Legend PD BOUNDARY 172 / o I FH-50� \,� \-6 - r_ \ %� Fire Hydrant �AsgY.�.� EXISBNG 8" I i i PROJECT BOUNDARY ar .._.c ; ;F WA7ER MA/N�\ I f WF8153 ��'.\ sop ree— - \I, I T C PRESERVED WETLAND - (`. Y. �� \.�1 UPLAND BUFFER/ � WF-155 \` - I2`o0� -`._ -�ia�._� - �'� j I _ Li?J CONSERVATION EASEMENT173 , I 1 ' 159 —636' - 6' ��, _', _, _ {_- 1'�_� .-► +— PROPOSED WATERMAIN k GATE VALVE o WV-50 PVC P.W 1_ �d ---_ - 6' Cate Volve 160 WF-152 0 I PROPOSED FIRE HYDRANT ASSEMBLY 157 161 WF-191 6y 10}0Q, 162 174 Key Map - I 1 I 163 - - I l / I & GENERAL NOTE: WF-156 `RANDY£ BLOW OFF N.TS - I I 2 UTIUTY EASEMENTS SHOWN ADJACENT TO ROW TO BE 10' I 1'�' VALVE AND CONNECT_. TO � � 1 I _ I r UNLESS OTHERWISE NOTED. WF-157 £XISRNC 6" CA 7E VALIE'-\ WF-158 FH- g 154 WF-159 Fire Hydrant Assy. 153,,l 175 WF-160 PVC P.W. 152 'z EXISONC 8• i = WF 16 WM 64 t; WATER MAIN - KILAND I, _ ` 151 i BUFFER %'� WF 162 v / WF 163 Kfl AND UMITS 1 �, _ _ t - • .� 00 \ ( {� / ... 21+00 r; WF-165 , 7 176 177\� \'�, �/ % 0 30 60 120 Feet 80 Ocoee Crown Point PUD REMOVE BLOW OFF ''-'I / :¢. Phase 26 t , �ALW-AND CONNECT TO - - _ EXISRNG 67,CATE VALVE Ocoee, Florida E / / I185184 FUTURE - 183 20 ELEMENTARY aI 186 182 %04fQlt kRAFCpfS�lrT SCHOOL 3 3 eeriredWGy&aCll<omrenr 03N3/t0l] 2 ee:ised Per C^Y&Cwnymmrcnt 09N1/1016 8T-JS .":� ��1 /r•} £XISRNG 8• h' / ! S.� WGtycf0-8,CKu 05106RO16 t : WATER MAIN 19+p '/,,.�! o 9y by audmd&Y JRH JRH 187 *p` \—' 4 . : `/' ; -18 Construction Approval v / WF-168 \ , Ma 6, 2016 : ; ."a.,%::' o� r �� N W'F-182 WF-183 WF-169 \ +o:x- B37 WF-167 Vertical Datum NAVD88o v J 2'25 i _�-_� �p �.o II ± WM-65 \ = 2D6 *po` Potable Water Distribution \ -` WF-172 WF-,B7 REMOVE BLOW OFF WF- `� � • :�, _ �� Plan i 188 I I WF-173 VAL NECT TO a /. fXISRNC 6• CA 196 _ REMO BCOW OFE-' � �� C J VALVE OCAVNEC \ _ -,�-_ * 8 \ WF-190 a \ + 207 r ru* '`' / 209 VALE SRNC 6" CA op \ \� -52 ' I 210 >\ 1 189 R Hydrant Assy. 206 211 - '( f 1$ UBU 197 EAISRNG 8' - - f571T. T. /�J i\ 1 - - :� WATER MAIN i-,'AN�n y!:' WM-69 /A� ] f a. - :' ESMT. �\ h � I- �806' - 8• ' '1�10'� . 213 1 d I I I= PVC P.W. 205 190 10o WM- 6 198 I ,,, 7 v+; (�' SJ6' - 6" I 1r o ' I , I Ere Hydrant Assy. '- 214 + ° PVC P. W. I James Holtman, P.E. P.E. # 75623 MATCHLINE - SEE SHEET C4.01 N DATE; Mar.03.2017 61975.00 6197500-PH28-VDP.0Y!G \\vhb\proj\0dondo\61975.00 ocoee crown paint\cad\Id\Planset\Ph... 2B\6197500-Ph2B-WL1P.dwg 3 ENTRY COLUMN. TYP. -(er OTHERS) Legend I MIN. 1,1 SLOPE I --- PD BOUNDARY FROM COLUMN - FOOT£R (TYP.) PROJECT BOUNDARY I SIDEWALK FUTURE PRESERVED WETLAND 7J, L ELEMENTARY r- \�— 4.7 SCHOOL 4.7 (�; JI UPLAND BUFFER/ 0 \15" RCP LgDLU" FOOTER, TYP. �w L�'�%' _.J CONSERVATION EASEMENT ` (BY OTHERS) , 12" PVC WM W/24" STEEL CASING 8 C (INSTALLED IN PHASE 2A) 3 . PROPOSED WATERMAIN & GATE VALVE RW 3 (INSTALLED IN PHASE 2A) 6" FORCEMAIN W/ 16" STEEL CASING R PROPOSED FIRE HYDRANT ASSEMBLYe 2 - Phase 2B Entrance Feature Section ' GENERAL NOTE: UTILITY EASEMENTS SHOWN ADJACENT TO ROW TO BE 10' MATCHLINE - SEE SHEET C4.00 UNLESS oTHERYASE NOTED. 199 204 fle. I ?i' I 241 191 215 243 244 245 246 247 ]I I 240 `+eVF 20152+ Kls FH- 6' CatValve 192 I," Y � WFire Hydrant Assy.4 WF - 01 YF-175 VF-20 910091.25 200 201 202 203216 , " I U➢Ott WF-177 I- WF-178 EXISRNG 6" ESIN. 2 0. 85.00 I 1 I WA7ER MAIN ,I 239 - 0 7+OD ^ 18+00 1. 193 \ WF ,180 __`' •.'+- �r •ee y 3a. 6 \ WF-204 249 ENS 17NG B" \\ -•�f` WATER MAIN c-t 667' 0 en Spa PVC P.W. 233 I� ozn OS-10 E O u 00 00 r hb 225 E. Robinson Street Suite 300 Orlando, FL 32801 407.839AO06 Certificate of Authorization Number FL #3932 Key Map REMOVE BLOW OFF y T : -' '' _ 0 _ _ ` ' _ - 231 l l " I - VALVE AND CONNECT TO 252 o EXISTING.. XISTING 6Z'A 7f VALVE _- p , 'I�_ _ I . f' N _ EXIST. LIFT - Iq 220 \ \ STA77ON TRACT -- - IS' U71UTY- s''I �.• E9AT. 230 C-2 253 I i _ MAINTAII, MINIMUM 138' VERTICAL 222 223 224 225 226 227 1 LEAfQggCE IVER EXISTING REfC`LtdM MAIN EXISTING 12' WMU ] Y j MAIN MAINT N MINIMUM 18' VERTICAL _ _ I 221 CLEARAN OVER EXISTING FORCEMAIN T� Stormwater Pond ! - - - - -- —4 r-- ,0 30 60 120 Peet -160I coJ6 U+001 I o 61+00 62+00 63+00 64+00 �+00 -- - 6�+00 _ 7100 67+41.5 Tract IC Ocoee Crown Point PUD \1 Phase 213 ` REMOVE BLOW OFF EXISTING 12" 294 - - en ace 1 ' VALVE AND "AVN£CT TO WATER MAIN - - 'i• .Park/Amenity EM57ING 6" GATE VALVE R£MOIE BLOW OFF 1 Center 288 - VALVE AND CONNECT TO p_5pg 287 2g6 0 291 292 293 EXISTING 6' GATE VALVE Ocoee, Florida 1 WF-234 - I iC �rORCEMAIN WAERMANWF-232 O LOCA770INS)2541.94 ac. WANDTQ£D BT-44 0. 295 WTH PANS£ 2Am. rwa 1_ t ti I WF-235 I iy , 1 CRwN III - I wM-7 296 er-40 .I --l._ -I WETAND \�. ''q LSt•0. -1 I]`!; ery&aevconmem 03N3/1017 BUFFER �. 280 �1 u 1l I 297 1 I • 3 ac.;sdxr��Cwnrymn,n.m osola016 BT-43�l [ I-21 256 z nmr.d ar I WF-211 281 282 283 284 285 303 302 301 30D 299 t svt 'l roeryarome.�oa3 OSp6/1016 1{f71AN0 UM175 289' - 6 t WM-79 666 - 6 K'�� I 1RH JRH W80-50 / -4,. �� BT-42 PVC P,W. WV-53 BT-41 PVC P.W. r + 257 , 506 - 8 _ I 6' Gat. Valve 298 j a fj WF-212 1 l — — J 1_-_--_ Construction Approval May 6, 016 PVC P.W. ) 11; 4, 2 tJ u t 8" Gate Valve _ - - , _------- - —„�, `\+. _ WF-213 �� I 32+00 3 •+00 30 IIG ze+0 / �6+o0sh•e -- v 100 Girl - i8�� alum NAVD88 WETLAND Vertical D et FI'- — - 25g VIF-230 +t . 3:�nn 0 � , WF-214 ;;�$' r9. Potable Water Distribution -- p8 - r:, -- -- �; .�•} 278 [y - r-1 `1 —_ r� _ -- —. -- / WF-21 WF 224 nm H rant A 55 Plan WF-229 WF-228 WF- 25 WM-76 WV 52 WM- 7 Y WF 222 WF 219 WM-74 II 216 WE-227 WF-22 56 6' ate Valve -221 WF-220 WF-217 259 I f>\'- Fire Hydro,l Assy. WF. 223 WM 77 open Space 8'x1" Reducer 260 8 �`- 277 276 275 274 273 272 271 270 )S- 269 268 267 266 265 264 263 262 261 0 T41c. I C4.01 Space _—�_•?_. :I.110 ac. `6' MUL77-USE PA7H James Hoffman, P.E. P.E. # 75623 DATE; Mar. 03.2017 61975.00 6197500-PH 2B -11I1 P.O WG \\0b\proj\0da,do\61975.00 occee c—, p,!,t\,,d\ld\Planset\Phose23\6197500—Ph2B—RVDP.dwg E 0 9ER-MD 'i 196 189 7 6' 'VC RW 03 RWM-58 190 o '9" REMOVE BLOW OFF VALVE AND CONNECT 70 ENS17MG 6" R. W. MAIN --- — — — — — — — — — — — Legend PROJECT BOUNDARY PHASE BOUNDARY PRESERVED WETLAND UPLAND BUFFER/ (L CONSERVATION EASEMENT PROPOSED RECLAIMED WATER & GATE VALVE GENERAL NOTE: TIUTY EASEMENTS SHOWN ADJACENT TO ROW TO BE 10' UNLESS OTHERWISE NOTED. ENSUNG 6' RECLAIMED MAIN REMOVE BLOW (f�---- VAL If AND CONNECT TO EA7SI7NG 6' R. W. MAIN ------------------- EX51ING 6" RECLAIME D , D . MED MAIN I I I T—IT UDUTY ESUL ' I 110- 0 0 0 hb 225 E. Robinson Street Suite 300 Orlando, FL 32801 407.839AO06 Certificate of Authorization Number Ft. #3932 N.04 y Map 71 00 30 60 120 Feet Ocoee Crown Point PUD Phase 213 Ocoee, Florida DMmLL - 3 �'�Wchy-- 03,03/2017 2 Pe "d'Cqy&c—y— 0,03/2016 . 5ab,*t,GlyfC&a 05,0612016 "9y .e .y JRH )RH Construction Approval May 6, 2016 Vertical Datum NAVD88 v'" — Reclaimed Water Distribution Plan Datong Nrn6r C4.02 MATCHLINE - SEE SHEET C4.03 James Hoffman, P.E. P.E. # 75623 DATE: Mar. 03, 2017 61975.00 61975C0-PH2B-RV,1)P.DV,G \\vhb\proj\0rlando\61975.0D occee crown paint\cad\Id\Planeet\Phase2B\619750D-Ph2B-RYE)P.d-g E 0 MATCHLINE - SEE SHEET C4.04 Legend I GENERAL NOTE: I > UTILITY EASEMENTS SHOWN ADJACENT TO ROW TO BE 10' Y0A-93 ± i UNLESS OTHERWISE NOTED. ---� PROJECT BOUNDARYFUTU PHASE BOUNDARY ELEMENTARY _ I - - e ♦� , E-- PRESERVED WETLAND SCHOOL -_ ``�� _ _ �.�V :-1 UPLAND BUFFER/ &N lo'SMT. - L� \�'•Y.J CONSERVATION EASEMENT '^n UTILITY i PROPOSED RECLAJMEO WATER & GATE VALVE a!2 RWM-94 hb MATCHLINE - SEE SHEET C4.02 ti 213 • r :7J7 I Fyn— ob RWC-9 I 225 E. Robinson Street 205 I N + if WM-69 r oI II MAINTCIEARANWATE DER CAL `® 190 198 �'�a� �l ' ' I ' I 1 E%ISTING WATERMAIN Q ,r I, �/ 21'x8'2Tee Suite 300 11 214 +, _ Orlando, FL 32801 407.839.4006 ' ! 0 199 204 I - -� 241 ' I Supply Hydrant / + 1 ti ca < valve Certificate of Authorization -■ C ■---�-�- 2ts I,; Rwv-67 J _ Number FL #3932 191 e' G.I. valve I o a I I 242 243 244 245 246 247 RWF-195 I / RWM-59 + I �.{� 'B u . 240 0! 'I 248 RWM-95 I J/ a C4 I , T I t o 592• -. — _91.25 192 ,� RWF-196 ¢ PVC R.W. 10'UTII --stoo e y 200 201 202 203 z16 ' �� = 1s• UTILITY d i - RSIOVE BLOP OFF _ - •I -'--� �- ��'i�'�J E91T. RWM-96 I fL L I--` N T k\\\\\ P - 85 00 WF-174 I VALV£ AND C EC TO £XISRNC 6" 239 R-197.ap 17+00 to+OD C \ f I I _ ,` 193 �I` I £XISRNC 6"W. MAIN I I� I RECLA/MEO MAIN ��t-♦--('�� - - -- \ - 249 90.2 C4.04 217 `be 2C _ — - —34.66 ` I iy . 111. 1 +�I® WF-190 �91..... \ `zJ } l� RWF i I WF 199 WA7-70 WF-200 - G n a. WF-176\ - - I o - 15" Utdify �� a OS0 I '.uc,l•• sa -....� 194 �-� - 11 [s - I A semenf 250 '-' \ I � 1 I - l0- Ea WM 71 ' R 20 I U 3s ac of r RWF-177 _ ,a �'•'4' _ --- 2� 237 23fi 235 234 - C 3 r 218 IS' UTAJttJ— t n * u >• __ - •�1 r REYOYE BLOW OFF Fwr f _ RWM 7 I _ I p �e illfa RWF-178` "I - -l—i� - II _ VALV£ AND COIVNECT TO RWF 202 EXISTING 6- R.W. MAIN 232 �{ 251 RWF-215 I WF-203 231 1l I 252 - o +T I 220 WF-204 �• LIFT STATION I _ I 15' URUtt 15" Utdlf 8'x6' Red `a I R^ -9 TRACT IEm a e ESMT. V7F-183 y RWF-187 r 253 \ •� JI 1'• 8'x6' Red icer £osemen! WV-53 1 _ 223 224 225 226 227 228 8'x6' Goss _ _ WF-189 8' Gate Valve 2WF-191 \. 311•-6" Imll� RWF-19 -18} 467-8" WV-5 -I q - 6C R.W I RWF-180 B'x6' Te P ' Gate Valve RWF-190 I RWV-°I 3 WC 4 RWF-18 RNM-61 e" Got Valve RWM -62 RWF"18 `� jj 111 WF 182 _ _ — — — RWF- 186 MAINTAIN MIN. IB' VG-FOF 1L AIN-! E _ 0 Xt8' VERTOBCEMAIN_— % — _ RF •r. '?C =f 9I R`�- / I \_J G I WV-64 MAIN AI N.I VERTICAL Stormwaler Pond Ai _ - - - - _` \•i7� o! Tract 1C ,- - - _ t` �� _ I--��sx-- - T }1 = 12' Cate Valve AN OVER +00-{I— — 0 6 +00 62+]^0 63+00 64+U0 -}00 t WF-16 66+00 67 67 I F EMAIN 5.67 ac. - , - - - — 0 30 60 120 Feet 1 \ o n /, RWF-22 1 Z 1 �1�:' _ 4 . �a 4 �_i�y ' I:•:•/ 1f - -- - „� �•��, n —ice. PVC R. Y. P�C / o� 71 - \ `\/� WG-2 RWV-60�t _ , -63 RWM-64 WF-205 +HF- - + -§§ - -- _ Ocoee Crown Point PUD \\ MAINTAIN MIN. 18' TICAL 1 ate Valve 1 MAINTAIN 1A 3'z6' Reducer 294 �,— P Oaen Space�' '� *II CLEARANCE 0 I 4' / OS-9 Phase 213 E%'STING FORCEM JN CLEARAN ;E UNDER RWV- 6 ', � 0 Park/Amenity EXISTING �YATERMAIN �6' Gato.VVal 4 0 \ ` 1 Center 287 286 0 2 29 291 292 - ' 293 - 1 SH-3 J WC-5 WF-207 I• 2" Reclaimed seMce Supply H�jdronl 1.94 ac. RWM-81 MAIN' LE MIN. 18' 'ERTICAL 29s� Ocoee, Florida E ISTINGARANWATER AAN WM-73 ' o MAINTAIN M1N 14 WRPCAL •� �� , t - I - + CLEARANCE UNDER Na erww wr. •avd 'I EXISTING WATERMAIN DRA - /� I ,I, .. ,I I 296 R -6e E9A SH-4 ,� h 12' Gate Val, 11£7LAN0 % / 280 . \\' Supply Hydrant-J04RWM-82 I I� \ _ RWM-74 I" t1 752' - 6" ,—Cyaacuam.rcnt 03N3N01] BUFFER % I}' RWV-`3 I `.-± PVC R.W. 297 \ \ .I Pkl; R.W. 2� 3 R�,;sed a, f 6' Gale Valve 7�t - 1 �_• 7 281 282 283 284 285 303 302 301 300 299 WF-208 � �, z Rerl:<d &taun 09A112016 l 1�. RYi/-6 I RYiF-209 c 1 5ubirit to Gryof Ocore hOCU 05p6N016 WE7LAND LIMITS `e - 363 - 6" 6' Gale Valve \ , RWF- 214 - \ 1 PVC R.W. I `'1 WF-210 _ a 257 I>aynea rneamq I RYIM- 77 RWM-76 RWAI-75 tto RWM-79 C 9 WM-7B 6' Tea / �RWF 821 1 a 1RH 1RH \ %�\ • . - --- v..e ry oe. 016 \-� 279 /- � RWF-213 RWM�-8 — ConstructionApproval y /1 ' a �'May 6 2 r `, °.NIA— ,� '® .._. L--i 2.89 WE7LAND '� 258 33+00 3100 30+00 jR+•l&reetJH' 1 71n Vertical Datum NAVD88 + 278 . Reclaimed Wat er n-57 / 6- Cale Jalve 259 Distribution Plan 277 Open Space 276 275 274 273 272 271 270 IS- 269 268 267 266 265 264 263 262 261 260 0.74 ac. Drrv4q Hunter Ooen Space y C4.03 8'MULR-USE PA7TI slwt er Jomes Hoffman. P.E. P.E. # 75623 DATE; Mar. 03, 2017 61975.00 6197500-PH2B-R559P DV G \\,hb\p10l\0dando\61975.00 ocoee croon point\cad\Id\Planset\Phose23\6,97500—Ph2B—RV,OP.d,g PHASE 2A WM-83. ' ' RWC-8 /� \ MAJNTAIN MIN. 16 j jit1CAL CLEARAiNCFiUJJMAI EX1511 W TERMAIN G.. —21 R —8 / FUTURE RWF-219 ELEMENTARY „ikkk777 — SCHOOL VIM-88 OCOEE HIGH SCHOOL ' RWF-220 91-12 PVC R.W. ,z- coca vm,e „� � _ �• wF—zzz � �. � 1, ��• , I 1; r.' 10' UTILITY ESIAL MATCHLINE - SEE SHEET C4.03 Legend --- PROJECT BOUNDARY ... PHASE BOUNDARY CPRESERVED WETLAND UPLAND BUFFER/ CONSERVATION EASEMENT PROPOSED RECLAIMED WATER & GATE VALVE GENERAL NOTE' UTILITY EASEMENTS SHOWN ADJACENT TO ROW TO RE 16 UNLESS OTHERWISE NOTED. G O u hb 8 225 E. Robinson Street Suite 300 Orlando, FL 32801 407.839AO06 Certificate of Authorization Number FL #3932 I�b2'��j4 Key Map N.TS 0 30 60 120 Feet Ocoee Crown Point PUD Phase 213 Ocoee, Florida Na RnWon Wle Aryl 3 Itni'e "Gv&aN<d,men, 03.93/2017 ] 0eviud per Gly &Canrycomment 09A1/LO16 1 Suhritro GryafOmee&OCU 05A6lL016 ' M meaea M JRH JRH bored b aYs Construction Approval May 6, 2016 Vertical Datum NAVD88 Reclaimed Water Distribution Plan p„a,y Nun6er C4.04 SFeN of James Hoffman, P.E. P.E. # 75623<aa��„ DATE: Mar. 03, 2017 61975.00 6197500—PH2B—RWDP.DWG \\Mb\proj\Odand0\6I975.00 ocoee cronn paint\cad\Id\Pl... el\Phasc2B\6197500-Ph2B-UAT.dwg E I I.D, Number Plan Coordinates Sheet# Easting I WF-150 C4.00 I WF-151 G.00 I WF-152 C4.00 I WF-153 C4.00 I WF-154 C4.00 I WF-155 C4.00 I WF-156 C4.00 I WF-157 C4.00 I WF-158 C4.00 I WF-159 C4.00 I WF-160 C4.00 I WF-161 C4.00 I WF-162 C4.00 WF-163 C4.00 W F-164 G.00 j WF-165 C4.00 W F-166 G.00 WF-167 G.00 WF-168 G.00 WF-169 G.00 I WF-170 G.00 I WF-171 C4 I WF-172 G.00 I WF-173 C4.00 I W F-174 G.00 I WF-175 C4.01 I WF-176 G.a, I WF•177 G.01 I WF-178 C4.01 I WF-179 C4 I WF•180 G.01 1 WF•101 G.00 I WF•fa2 G.00 I WF•1a3 G.00 I WF-184 G.00 _ I WF-105 G.00 I WF-106 G.00 I WF-187 G.00 I WF-188 G.00 I WF-189 G.00 WF-190 C4.00 WF-191 G.01 WF-192 C4.01 WF•193 G.01 WF-194 G.O7 I WF-195 G.Ot I WF-196 G.01 I WF•197 0401 I WF-198 G.01 I WF-199 G.01 I WF-200 G.01 I W F-201 C401 I W F-202 G.01 I WF.203 C4.01 I WF-204 C4 , I WF-205 C4.01 1 • WF-206 C4.01 1 WF-207 C4.01 I WF-208 C4.01 I W F-209 C4.01 I WF-210 C4.01 I WF-211 C4.01 1 WF-212 C4.01 1 WF-213 G.O7 I WF-214 C4.01 WF-215 G.01 WF-216 C4.01 WF-217 G.01 W F-218 G.01 WF-219 G.01 ' WF-220 G.01 I W F-221 C4 I WF.222 G.Ot I WF-223 G.01 I WF•224 G.01 1 WF•226 G.01 I W F•226 C4 01 I W F-227 G.01 1 WF-22a G.01 _ I WF-229 G.O1 I WF-230 G.Ot I WF-232 G.01 I W F-233 G.01 I W F-234 04 1 1 WF-235 C4.01 Plan UTILITIES I.D. Number Sheet# Asset Number FH-60 C400 FH51 C4.00 I FH52 C4.00 I FH-53 G.00 I FH-54 G.01 I FH55 G.01 I FH56 G.01 ,1 8H 1 G.03 vl'VSId4V \I SH5 YTSA93.r' G.03 ✓W�/� Potable Water Fittings Wo rksY set Main Type Fitting Size Fitting type Northing Elevation Wets Main 61 Bend Water Main V Bend Wets Maln 0' Bend WeMaln S' Bend Water Maln S' Bend Water Mein 6' Bend Water Meln S' Bane Wets Meln S' Bend water Meln 61 Bend Wals Mein 61 Bend Wets MeN 6' Bend Wals MeN 61 Band Water Alain S' Bend Wals Meln F Bend Water Mein 61 Bend Water Meln 6' Bend Wals Meln S. Bend Water McIn 61 Bend Water Mein S' Bend Water Mein 61 Bend Water Main 61 Bend Wets Main S' Bend Water Mein 61 Bend Water MaIn 61 Bend Water Meln 6' Bend Water Maln 6' Bend Water Main 61 Bend Wela Maln 6' Bend Wa[s Maln 6' Bend Wets Maln 6' 8end Wets Maln 6' 8end Wets Maln 6' 8end Water Mal. 61 8end Water Maln S1 Bend Water Maln Sa and Wale Main S1 Bend Water Main S' Bend Wets Mein S' Bend Wets Maln S' Bend Wals Main S' and Wets Alatn S' Bend Wale Mal. 61 Bend Wets Mein 61 Bend Water Alain 6' Bend Wets Mein S' Bend Wets Alain 6' Bend Walr Main 6' Bard Wets Maln 6' Bend Water Maln 61 Bend Wets McIn 6' Bend Wets Meln a' Bend Wets McIn 6' Bend Weler Main Sa Bend Wals Main 6' Bend Wets Maln 6' Bend Weler Aleln 6' Bend Wats Mein 6' and Water MeN 61 and Wals Meln 6' Bend Wales MeN 6' and Wets Alaln 6' and Water Aleln 6' Bend Water Main 6' Bend Water Alain 6' Bend Wets Aleln 6' Bend Water Meln 61 8end Water Mein 61 Bend Water Main 61 Bend Water Main S' Bend Wets Main r Bend Water MeN 6' Bend Wals MeN 61 Bard Water Main S. Bend Water Maln 8•x61 Reduce Water MaIn 8'zS' Tee Wets MaIn Er Bard Wets Meln S' Bend Wets MaIn as Band Water MeN 6' Beim Wets Main 8' Beim Wale AlaN 8' Beim Wets Mein S' Bend Wets M:Tn 6' Bend Water MIn 6' Bend Water Main S' I Bend Hydrants Worksheet Coordinates Manufacturer I Model # Roaring Northing Elevation I Potable Water Valves Worksheet I� Comments I.D. Number Plan I Coordinates Size Valve Type Main Type Manufacturer Model #of7umslo Close Gear Actuator Gear Ratio Side Actuator Actuator Manufacturer Comments Sheet# Eastlng Northing Elevation I WV -so C4.00 61 Gate Water Main I WV-51 C4.01 61 Gate Wst.r Alain I WV-52 C4.01 8' Gale Water Mein WV-W C4.01 61 Gate Water Main I WV-54 C4.01 W Gate Water Main I WBO50 CA.Ot 2' Blcw-Og Water Main I Reclaimed Water Valves Worksheet I.D. Number Plan Sheaf # Basting Coordinates Northing EI-don size Valve Type Main type Manufacturer Model If #of Turns to, Close Gas rAcalabr Gear Ratio Slate Actuator Aduebr Manufacturer Comments I RWV-51 C4.03 e' Gate Reclaimed /\CRY of Ocoee RWV-52 G.03 e' Get. Reclaimed CRYdOcose RWV-53 G.03 8' Gate Reclaimed ChvofOcoee I RWV-55 G.03 6' Gate Recla4ned CRY of Ocoee I RWV-56 C4.03 6' Gate Reclaimed CRYof Ocoee I RWV-57 C4.03 61 Get. Recla4ned I CRY of Ocoee I RWV38 C4.03 61 Gate Reclaimed I CRY of Ocoee I RWV50 C4.03 61 Get. ReclaFned I CRYofoceee I RWV-61 G.03 61 Gate Reclaimed I CRY of Ocoee I RWV-62 C4.04 12, Gate Red Wed CRY of Ocoee I RWV-63 C4.04 121 Get. Reclaimed I CRY of Ocoee I RWV-64 G.03 12' Gate Reclaimed I Cgyof Ocoee /,\I RWV56 G.03 Recidned I Cdv.focoee �I RWV87 G.03 a, 8' Get. Gale Reclaimed I CRv of Ocoee f Reclaimed Water Meters Worksheet Flan I Coordinates 31ze Valve Type Ma In Type Manufacturer Model# o u a tuarorManufcturer Comments I.D. Number 3# EeStlng Northing Elevation �golTum,ICl*"10e,rA,Ialor�ll,,rRI*lSld,A,11,1,,�A, I RWAITR4i Ch4e `CRY I RWMTR-7 C4 3 2. Meier Reclaimd of Ocoee Comment. n city of ocoee ,J. City of ocoee city of Ocoee 3 Existing UtIl' Crossings I.D. Number Flan Coordlnab. Exlstlng Pipe Elevation Proposed Crossing Elevation Existing Maln Type J Sheet# lj Basting NOMIng I WMC-2 G.01 I Reclaimed Water Main IWMC3 G.01 I F0¢emeln I RWC-1 G.02 Storm RWC•2 C4.03 Forcemaln RWC-3 C4.03 Pdable Wet., Main RWC•4 G.03 For In I RWC5 C403 Potable Wete, maN RVJC-6 C4.03 Forcemeln RWC-7 0403 Potable Water MeN RVpS Cq,04 Potable Water Mein 1 RWC-9 C403 Potable Water Meln Comments city of ocoee CRY of Ocoee CRv of Ocoee I Cnv of ocoee CRY doe" 1 CRY of Ocoee CRY of ocoee CRY *to," CRY of 0caee CRY of Ocoee CRY of Oz.: 0 u .a s 225 E. Robinson Street Suite 300 Orlando, FL 32801 407.839.4006 Certificate of Authorization Number FL *3932 I Reclaimed Water Fittings Worksheet I.D. Number Coordinates Main Type Fitting Size Fitting Type Comment. .,,an Sheet# Basting Northing Elevation I RWF-150 C4.02 Rxlalm Wet., 6' Bend CRY daoee I RWF-151 G.02 Re<Iebn Water 61 Bend Cdy OF Ocoee 1 RWF-152 G.02 Recletn Wale, 6' Bend CRY of Ocoee 1 RWF-153 G.02 Racism Water 6' Bend sty of ocoee I RWF-764 G.02 Racleim Weler 61 Bend (Sly of Ocoee 1 RWF-155 G.02 Reclaim Wale, 61 Bend CRY or Ocoee I RWF-156 G.02 Reclaim Water S' Band CRY of Ocoee I RWF-157 G.02 Reclaim Water S' Bend City of"coee RWF-158 G.02 Ralallll Water 61 Bend city or 0-: _ I RWF-159 G.02 Reclaim Water S' Bend CRY Cr Ocoee RWF-160 G.02 Reclaim Wet:, 6' Bend CRY Of Ocoee I RWF-161 C4.02 Reclaim Water a' Bend City docOea 1 RWF-162 G.02 Reclaim We1., 6' Bend COY dOcoee RWF-1163 G.02 Reclaim Wale' S' Bend CRY dOcoee I RWF-764 G.02 Reclaim Water 61 I Band oft doc0.. I RWF-165 G.do,.::02 Reclaim Water S' Bend City do.e I RWF-166 G.02 Reclaim Water S' Band CRY or Oc. 1 RWF-167 C4.02 R" Im Water 61 I Bend City darn:: I RWF-168 GA2 Reclaim Water 61 I Bend City dOcaee ' I RWF.169 G.02 Reclaim Wet., S' I Bend cnydocaee I RWF-170 G.02 Reclaim Water 6' I Bend city docoee RWF-771 G.02 Reclaim Water S' I 8end City ofOcoea RWF-772 C4.02 eclaim Water R. 6' 1 8end I citydocgee RWF-173 C4.02 Reclelm Water S' I Bend I city docoee 1 RWF-774 G.03 Recla"Water a' I Bend I City of Ocoee I RWF-175 C4.03 Recletn Water 6' 1 Bend I City of ... I RWF-176 C4.03 Reclet. Water 61 1 Bend I city d0c.. j RWF-177 C403 ReclelmWater 61 1 Bend I citydoccee RWF-178 C4.03 Recletm Water 61 1 Bend I CRY of Ocoee RWF-179 C4.03 RecWrn Water 61 1 Bend I City ofOcoee RWF-160 RWF-181 G03 G.03 Reclaim Water Facts'Weter 61 6' Bend I Bond I city daoee CR ofocoee Ocoee Crown Point PUD RWF-182 C4.03 Recldn Water 6' I Bend I CRY of ocoee RWF-183 C4.03 ReclabnWater W6' I Reducer I My OF Ocoee Phase 213 RWF-1S4 C4.03 Reclaimm Water Wx6' I Tee I city or ocoee - I RWF-185 C4.03 Reclaim Water S' I Bend I CRY of ocoee I RWF-186 G.03 R.deM Water rI Bend I city of Ocoee I RWF-187 G.03 Reclaim Water 8'x6' I cross CRY ofOcoee Ocoee, Florida I RWF-188 C4.03 RecleM Water 4 I Bend I CRY 10,0. 1 RWF-189 G.03 Reclet. Water r I Bend I City ofOcoea 0- u' Aava I RWF-190 G.03 RecleM Water r I Bend I City ofOcoea I RWF-191 G.03 Reclaim Water 8- Bend I CRY daoee I RWF-192 G.02 Reclaim Water 6' Bend I _ CRY daoee I RWF-193 C4.02 Reclaim Water 6' 1 Bend CRY ofOccee I RWF-194 G.02 Reclaim Water 61 1 Bend I CRY of Ocoee I RWF-195 G.03 Reclaim Weler S' I Bend I City ofOcoee I RWF-196 G.03 Reclaim Water 61 1 Bend I CRY ofOccee I RWF-197 G.03 Reclaim Weler S, I Bend I City ofOccee 3 rt �s iPer Ory&ow coo...m 03N3=0 I RWF-198 G.03 Reclaim Wel¢r S' I Bend I CRY ofOccee RWF-199 G.03 Reclaim Water 61 I Bend I CRY of Ocoee 7 ItedrN perrry&Cw�rymmrcm o9Nt/lOt6 RWF-200 G.03 Reclaim Water 6' I Bend I City dO9aee 3 wl.,:r toGryol ooaee &0C1i ostoszo,6 I RWF-201 C4.03 Reclaim Water 61 I Bend I CRY d Ocoee rn.n.ay I RWF-202 G.03 Reclaim Water 61 I Bend I CRY of Ocoee JRH I RWF-203 G.03 Reclaim Water 6' I Bend I .City of Ocoee JRH RWF-204 C4.03 Reclaim Water 8Y51 I Reduce I CRY ofOccee es,.e ra war I RWF-205 C4.03 Reclaim Water a'x6' I Reducer I CRY d0c.. Construction Approval May 6, 2016 I RWF-206 C4.03 Reclaim Water 61 I Bend City OfOccee I RWF-207 C4.03 Reclaim Water S' Bend City of Ocoee I RWF-208 C4.03 Reclaim Water a' Bend CRY of0 e Vertical Datum NAVD88 I RWF-209 C4.03 Reclaim Water S' Bend CRY ofO-ee I RWF-210 C4.03 Reclelm Water 61 Bend City docOee I RWF-211 G.03 Reclaim Water, S' Bend City docoee 1 RWF-212 G.03 Reclaim Water 6' Tee Citydoc.ea Utility Asset Tables I RWF-213 04.03 Reclaim Water S' Bend CRY docoee 1 RWF-214 04.03 Reclaim Wets, 6' Bend CRY doc.ee I RWF-215 04.03 Reclaim Water 61 Bend City doco¢e I RWF-216 0404 - Reclaim Wet., 1Y Bend City to..¢e I RWF-217 G.04 Reclaim Wet., 12, Bend City docoee 1 RWF-218 04.04 Reclaim Water 12' Bend City docoee I RWF-219 04.04 Reclaim Water 12' Bend City docoee I RWF-220 C4.04 Reclaim Water 12, Bend City docoee I RWF-221 G.04 Reclaim Water 12' Bend City docoee Ora,A,g nunarr 1 RWF-222 04.04 Reclaim Weler 12' Bend City doccee RWF-223 G.04 Reclaim Wale, 12' Bend CRY d Ocoee I RWF-224 04.03 Reclaim Water 12'x8' Tee CRY d Ocoee - I RWF-225 G.03 RK::Im Wale, 12' Send City or0- I RWF-226 04 4 _ Reclaim Weler _ 12' Bend a0 v� City docoee C4.50 3 I RWF-228 G-03 I Reclaim 12'x8' Tee city daoee ) sl.er m James Hoffman, P.E. P.E. # 75623 nyM n�ae DATE: Mar. 03, 2017 61975.00 6197500-PH2B-UAT DYiG \\,hb\proj\0dando\61975.00 ocaee cross, point\cad\Id\Plo,set\Ph... 28\6197500-Ph2B-UAT d,g Sar Itary Cleanouts-Worksheet I.O.CO- Lot Plan Coordinates Number Number Shaelco41 Easting Northing Elevatlon I CO-151 151 C3. I CO'152 152 C3.0000 I C4153 153 C3.00 I CO.164 154 C3.00 I CO.155 155 C3.00 I CO-156 156 C3.00 I C0.167 157 C3.00 I CO-158 158 C3.00 I CO-159 169 C3.00 I CO.160 160 C3.00 161 C3.00 ICO-161 CO.162 162 C3.00 I CO.163 163 03.00 C0.164 164 C3.00 CO.165 165 03.00 CO-166 166 C3.00 CO.167 167 C3.00 CO-168 769 C3.00 CO-169 169 C3.00 I CO.170 170 03.00 1 CO.171 171 C3.00 1 CO-172 172 C3.00 I CO-173 173 C3.00 I CO.174 174 C3.00 I CO.175 175 C3.00 - - I CO.176 176 03.00 I CO. 1T7 177 C3.00 1 CO-176 178 C3.00 I CO- 179 179 C3.00 I Co-180 18D C3.00 I CO-181 181 C3.00 I CO-182 182 C3.00 I CO-183 183 C3.00 I C0.184 184 C3.00 I C0.185 185 C3.00 I Co-186 186 C3.00 1 CO-167 187 C3 00 I CO.188 188 C3.00 1 CO-189 169 C3.00 1 CO-190 190 C3.00 I CO-191 191 C3.00 I CO-192 192 C3.01 1 CO-193 193 C3.01 I CO-194 194 C3.01 195 C3.00 ICO-195 CO-196 196 C3.00 I CiO.197 197 C3.00 ' I CO.198 196 C3.00 CO-119 199 C3.01 CO-2D0 200 C3.01 CO-201 201 C3.at CO-202 202 C3.01 CO-203 203 C3.01 CO.204 204 C3.00 1 C0.205 205 C3.00 I C0.206 206 C3.00 I CO.2W 207 C3.00 I C0.2W 208 C3.00 I CO-209 209 C3.00 1 C0.210 210 C3.00 1 CO-211 211 C3.00 I CO.212 212 C3.00 I 113 213 C3 I C00 O.214 214 C3..00 I CO.2111 215 C3.01 CO.216 216 Ca. of I CO-217 217 Ca. of 1 CO-218 218 C3.of I CO-219 219 C3.01 1 CO-220 220 C3.01 I CO-221 221 C3.01 I CO-222 222 C3.01 I CO-223 223 C3.01 I CO.224 224 C3.01 I CO-225 225 C3.01 I C0.226 226 C3.01 C0.227 227 C3.o1 CO.228 228 13.01 C0.229 229 C3.01 I CO.230 230 C3.01 I CO.231 231 C3.01 I CO.232 232 C3.01 I CO-233 233 C3.01 I CO.234 234 C3.01 I CO-235 235 C3.of I CO-236 236 C3.01 1 CO-237 237 C3.01 I CO-238 238 C3.01 I CO-239 239 C3.01 I CO-240 240 C3.01 I CO-241 241 C3.01 I CO-242 242 C3.01 I CO-243 243 C3.01 I CO-2- 244 C3.01 1 CO.245 245 C3.01 I CO-246 246 C3.01 I CO-247 247 C3.01' I C0.248 248 C3.0, I CO-249 249 C3.01 I CO-250 250 C3.01 Comments E O u s - Clea noulsCO-WorksheetCO{Cont'd) I Reclaimed Water PIris Worksheet I I.O.CO• Lot Plan Coordinates Northing Elewlion I Comments I I.D. Number Plan 1 Coordinates Northing I Main Type I Mein Size Elevation Type of Shot Consbu.ton Method Material Pressure Manufacturer Cie. Comments I �.,-- 0 Number Number ShestCO41 Fasting Sheet# seating Reclaim Water Main 6' PVC j' - CRy of Ocoee n /® C0.251 CO.253 251 252 C3.OI C3.01 I RWM-50 I RWM-52 G.02 G.02 1 Reclaim Water Mein 1 6' PVC City of Ocoee I, rI .: C0.253 264 C3.01 I RWM-52 G.02 Reclaim Water Main I 6' PVC City of Ocoee 1 � C0-254 254 C3.OI I RWM-53 G.02 Reclaim Water Mein 1 6' PVC 1 CRY of Ocoee s CO-255 255 C301 RWM-54 G.02 Reclaim Water Mein I 6" PVC cKyof Ocoee CO-256 256 C3.01 I RW55 C4.02 RecleM Weter Maln I 6' PVC otyol Ocoee I hb C0.257 257 03.01 I RWM56 C4.02 Reclaim Water Klein 1 C PVC (1 Ctly of Ocoee ' CO-269 258 03.01 1 RWM57 C4.02 Reclaim Water Klein 1 6' I PVC lj City of Ocoee CO-259 259 C3.01 1 RWKI-58 C4.02 Reclalm Water Klein I fi I PVC CRy of Ocoee CO-260 260 C3.01 I RWM59 C4.03 1 I Reclaim Water Main I 6' I PVC %I Clly of Ocoee CO-261 261 C3.01 I RWh1-60 C4.03 I I Reclaim Water Mein I a' I PVC Oly of Ocoee CO-262 262 C3.01 I RWM61 C4.03I I ReclaYn WaterMaln I it I I PVC /y� 11 CIKYofocpee 225 E. Robinson Street CO-263 263 C3.01 I RWM62 C4.031 I Ric In Wed Main 1 a' i I PVC n ORyofOcoee Suite 300 CO-264 264 C3.01 1 RWhl63 C4.03I I I Reclaim Water Main 1 8' I I PVC Oity of Ocoee CO.265 265 C3.01 I RWM64 G.03 I I Reclaim Water Main 1 8' 1 1 PVC I ClfyofOcoee Orlando, FL32801 CO.266 266 C3.01 I RWM-65 C4.03I I I Reclaim Water Main I a' I 1 PVC lady of Ocoee CO.267 267 C301 I RWM-66 04.03 I I I ReclalmWater Klein 1 8' 1 1 PVC City of Ocoee 407.839.4006 CO.268 268 C3.01 I RWM-67 G.02 I 1 I Reclaim Wader Main 1 6' I j PVC c%lyofocoee - CO-2 69 269 C301 I RWM-68 C4.02 1 1 1 ReclaknWaterMain 1 6' I I PVC f CRyolocoee Certificate of Authorization CO.270 Z70 C3.01 I RWM-69 G.02 I I I Reclakn Water Meln 6' 1 1 PVC I City of Ocoee CO.271 271 C3.ot I RWM-70 I G.03 I I 1 Reclaim Water Mein 6' I I I PVC j1 CRY of ocaee Number FL#3932 CO.272 272 C3.01 I RWM-71 1 G .03 1 I 1 Reclaim Water Me in 6' I I PVC CRY of Ocoee CO.273 Z73 C3.01 1 RWM-72 I G.03 I I I Reclaim Water Mel. i 6' I I PVC I CRY of Ocoee C0.274 274 C3.01 1 RWM-73 I G.03 I I I Reclaim Water Main I C I I PVC I CRY of Ocoee C0.275 275 C3.01 I RWM-74 I C4.03 I I I Reclaim Wader Mein I 6' 1 1 PVC I CRY of Ocoee - 00.276 276 C3.01 I RWM-76 I G.03 I I I Re In Wed Main I 6' I I PVC I I city oloc. CO-2 77 277 C3.01 I I RWM-76 I G.03 1 I r, I Reclaim Water Maln I 6' I PVC I Cityof Ocoee I CO.278 Z78 C3.01 I RWM-77 I G.03 I I RecleM Weler Maln I 6' I PVC I ORy of Ocoee C0-279 279 C3.01 I RWM-78 I C4.03 I I RecleM Wader Maln i S' I PVC I 1 I I1+ CRY. f Oc... CO-280 2aO C3.01 1 RWM. 79 1 C4.03 I I Reclaim Water Main 1 S' I PVC I 1 y} CRy of Ocoee C0.281 231 C3.01 I RWM.80 I C4.03 1 1 I Reclaim Wader Main I a' I PVC 1 I U dly of Ocoee C0.282 282 03,01 I I RWM-81 I C4.03 I I 1 RecleM Weter Main I S' I PVC I I 11 OfY of Ocoee C0.283 283 C3,01 I I RWM-82 ( C4.03 I I I RecleM Weler Me in I 6' 1 1 PVC I I �I C, of ocoea C0.284 284 C301 I I RWM63 I C4.04 I I I Reclaim Water Meln 1 12, I 1 PVC I I tl CRY of Ocoee C0.285 285 C301 1 1 RWM-84 i C4.04 I I I I Reclaim Water Mein 1 12' I I PVC I I CRyof Ocoee ' CO-286 286 C301 I I RM-85 I G.04 I 1 i M I RecleWater Mein 1 12' I I PVC i I CRY of Oc oee CO-287 287 C301 I I RWWM66 I C4.04 I 1 1 i RicleIm Wader Mein 1 12' I I PVC I I I City of Ocoee C0.288 280 C3.01 I 1 RWM67 I GO4 I I Reclaim Wider Meln 12' I I PVC I CRY of Ocoee C0.289 289 C3.01 _ I 1 RWM-88 1 C4 I I I Reclaim Water Meln I 12' I I PVC I I City of Ocoee CO-290 290 C3.01 I RWM-89 I C4.04 I I I Reclaim Water Main 1 12' I PVC I I I CByofOcoee C0.291 291 C3.01 I I RWM-90 I G.04 I I I RecleM Water Meln I 12' 1 I I PVC 1 I CRY of ocoae I CO-292 292 C3.01 1 I RWM-91 I C4.04 I I I RecleM Weter Maln I 12' I 1 I PVC I I U ORY ofOwee CO-293 293 C3.01 I I RWM-92 I C4.04 I I I I RecleM Wale, Main I 12' 1 1 1 PVC 1 1 I1y CRY o(Ocaee `/! - CO-294 294 C3.01 I RWM-93 I C4.03 I I I 1 Reclaim Wale,, Main I 12' I PVC I I City of Ocoee CO-295 295 C3.01 I I RWM-94 I G.03 1 I I I Reclaim Water Maln I 12' I PVC I I cityofocoee CO.296 296 C3.01 I RWM-95 I G.03 I I I Reclaim Water Main 1 12, 1 PVC I 1 City of Ocoee I C0.297 297 C3.01 1 I RWM-98 I G.03 I I I I Reclaim Wafer Main 1 12" I I 1 PVC I I city of Ocoee C.: 298 C3.01 I I RWM.97 1 G.03 1 I I I Reclaim Water Main 1 12' I I I PVC I 1 I I7+ CRY of Ocoee C0.299 299 C3.01 I fL��1p7 _ i I City of Ocoee 1 CO-3 300 C3.01 I _ C0301 301 C3.01 C0302 30z C3.01 I 1 I Potable Water Pip, Worksheet CO303 303 C3.01 I I I I.D. Number Plan 1 Coordinates Typa Main Size Construction type of Shot Consction Material Pressure Manufacturer Comments Sheet# Easting Northing Elevation Method Class I WM60 G.00 Water Mein 6' 15982016 PVC I WIA-61 C4.00 Water Main 6' PVC - I WM62 C4.00 Water Main 6' PVC I WM-65 C4.00 I Water Main 6' I PVC 1 1 WM C4.00 1 Water Mat I 6' I I PVC I I WM-67 04.01 I I Wahuhlain I 6- 1 I PVC I I WM68 C4.00 I I Water Main I 6' 1 I PVC I I WM69 G.00 I Weler Klaln I 6' I I PVC I I WM-70 G.01 I I I Weler Klaln 6' I I PVC 1 I WM-71 G.01 I I 1 Water Main 1 6' I PVC 1 I WW72 G.01 I 1 I Water Main I 6' I 1 PVC i I 1 WM-73 G.01 I I I Water Main I 6' 1 1 PVC I 1 I WM-74 04.01 1 1 1 Water Main 6' 1 ' P"D ; Ocoee Crown Point PUD 4V I M-7b GI I Main I Water aln I 6' I I ( PVC I WM-76 G.01 I I I Water Alain 1 W I I PVC I I WM•77 04.01 I I I Water Main I 8' I I PVC 1 I Phase 2B I WKI.70 _ G.Ot I 1 I Water Main I S' I I PVC I_ I I 3 1 WMC•2 G.Of I 1 terlt/ma�� WaterMaln I 6' - PVC I , I WMC3 G.01 1 1 Water Main I 6' I I I PVC I 1 Ocoee, Florida I Wastewater Manholes Worksheet I Easements Worksheet D• A-. I.D. plan Plan Coordinates Coordinates Invert Elevations I.D. Plan I Coordinates I BoundaryComer Type Comments Numbber Easdng Northing Rim Elewtlon N NE E SE S SW W NW Manufacturer Sheet* umber Shee Eaaang Northing El Mention e I N E Oe Utility Ememt #4 SS61 II1 C3.01 UE-4-2 03.00 Ututy Emmenl#4 C3.02 UE-4C3.00 UIIWy Eaeent #4 tSS62 SS63 C3.01 UE434 C300 UWty Easm#4 I SS64 C3.02 1 I 1 3 RenrM prrciry l40N oximent 03M20V I SS-65 C3.02 1 I I UE-1-1 C3.00 I Ememen #5 SS66 III1III C3.02 UE5-2 C3.00 UInt Wry Ememe#' visM perGry&Cwnryrumrcnt SS67 C302 UE53 03.00 utility Easement 00D59agp• 612/100116 1r SS68 SS69 C3.02 C3.02 UE-54 0300 IUIOY utility Emand #' isnfd4hRe rnaq C30 . UE6-1 0301 UIIOty Easement 1RH 16 R HSS-70 S17 C3.01 UE62 C301 tR0dy Easemen96 aai S72 C3.01 I UE63 C3.01 utilyEsemen Construction Approval May 6,2016 I SS-73 C3.00 UE4 C3.01 titY nl Hit Easem#6 1 SS-74 C3.00 I 1 I I SS-75 C3.00 I I TIDE-2-1 C3.00 I Temp. Drainage Easement #2 Vertical Datum NAVD88 I SS-76 C3.00 I 1 ME•2-2 C3.00 Temp. Drainage Easement#2 I SS-77 C3.00 1 TDE-23 C3.00 Temp. Drainage Easement#2 o.y I SS-78 C3.00 I TOE-2-4C3.02 I Temp. Drainage Easement #2 I SS-79 C3.00 I 1 TDE-2-5 C3.02 I Temp, Drainage Easement#2 Utility Asset Tables I SSSo C3.02 I TOE-2-6 C3.02 I Temp, Drainage Easement fYl 1 SS-81 C3.02 I ME-2-7 C3.02 I Temp. Drelnage Easement#2 I SS-8 C3.02 - I TOE-2-8 C3.02 I Temp. Drainage Easement #2 1 SS-83 C3.00 TO 1 E•2-9 C3.02 Temp,Dranage Easement 92 I 1 SS64 C3.01 I TDE-2-10 C3.00 Temp, Drainage Easement #2 1 SS-85 C3.01 DmMng AYmber C4.51 James Hoffman. P.E. P.E. N 75623 RqM NvnMr Mar. 03, 2017 61975.00 6197500-PH28-UAT.DWG \\Mb\p roj\Orlando\61975.00 ... ee crown point\cad\Id\PLOnset\Phase26\6197500-Ph2B-PP-A.dwg lI v '\ SD-223A T 'J YH SD-22 SD-222 i�P 'J uH rc=91.0 s�iiplY p� J +� tE=91.65 5 F50(16' Ll! I.61.69WZ 5 ! 32 LF 1.81.78 SO-221 1 ' - 48"RCP 1-81.77 (Wi)l Z. '`3133 l S2.07 �09 121 LF 136 LF 48"RCP RCP STA. 51+71.27 (E STREET 'A' _ % �'Y'I MATCH EXIST. PVMT. i }� i I ,v BORlNC ID. I S-36 See -,feet l I ice) PHASE 28 LIMITSS50.38X 8 RCyPe C6.O II�E--90Z42 TSSf1Y 8 RL o-a w (WI STA. 52+90.70 STREET 'A' _ STA. 21+12.25 STREET 'G' STA. 10+00.00 CE STREET 'H' SD-230 5�i44 L- 7E.91.W 77 --CAVNEGT TO E.175T. U A_ ?If I+e1.sz ]17 so-zz9 '-Id 1-e1.50 SD-224 6' REIXAIM Q SO-224 TE+90.42 I=elm (W T5y 'J-4 GL 55t13118" Lll z 56 LF ch S=0.20 50-229 roe J-2 GL 5=0.207. 1E-MM 57+9af19' 1=653] 1-9L. SD-223 SD-22JA 1-et75 m-i2e _ 1-84.6]--S)�27I 1=e1 59--- (out) _r I.e1.66 _ 56+00 1'• j r n I s�+00) J �_ O> .O -I-- O _ - - -- --_- - . - ,P IF- 142 LF J-30' RCP r--15 135 LF r SS 1`rl ", I s0-22a T�e P-z ci TE- s slw° 1 •{L Park/pmenity_� .;i I,E+9Gv 48"RCP S+0.07X I II' 57+]N19' Rl I-ei2 - A -, CBIIteG-; I-e2e0 50-28-100 I•e4.74 - -`-P-SOB":•i Il=ezrm _ „TT See Sheet 1 (Wn m-20-7.91.00 lrT�+542 r ,_asoz a C6.04 t STA. 60+50.84 STREET 'A' _ STA. 10+00.00 STREET 'G' Street 'A' Station (,551+50 52+00 52+50 53+00 53+50 54+00 54+50 55+00 55+50 56+00 56+50 57+00 57+50 58+00 58+5058+75 1131! T y ', -' sl _ I ESr1M i7Ei7 5! IS(iNAi Hy7I I I I LOW P ELEv, ='ao.2e I I I I I I I I I I 16WW br Et ;5 0+%17 I 105 LOW P - 51 tl.w wUL "A75R ,UVf (:� I LF PT TA = 55+12.8 LOW PT TA;= 57}90.01 PIA !-�7'rt 31 76 - / I I ! QPN3 /�-; -55+14 _' r I i I I I I I I ! 11 y}-ST-o-58+09-25 PM -E[I- _ I �I!-'�1057INC L�RAbE I ! I I I I PM fiLEV = 90.15 J -I- -� L_ _ L.I^ ! _ _ _ I ,1 _ ! I _ _ _ ! ! !PN EIEV'= ao.00. `�K•18�.45fF i! I I i I -g aT-2s" I I I I I I I I I I! I I T }". 6:8 I l i !. �!-1--_!--_ i�---I-I-'I f I I! I I I I I �' I I I 1 I I ! 100 Z�VtVt' N I ,vo.vo Ivc'�I ��I I I I e I I I I!! I 1 .00 vG I i I 100 -I 01 j j n,,m a I , 95 95� m W' _ PROPOS MATCH EXISTING PHASE 2A ro PAVEMENT sra.s7+71.27� � c17wE °i mI I I I I I! W I I I I I I I I 1 i I i I F. m I I I I I <us�z i I i I I i I I 1 110"1 ! o:os' �.ns' II I..I I 90 90 '_' I I i, C&Nk,d rd I_I I It I I I I Ex r e'.WM- II k I I - EiLl4r-FI- �1� ! ! 1 1 I I I I! I Xsr 12 H%r E> SK! 61 R.w �} Z RAO of a 9T� l� ! I I ly T 11 l_!ll� I. PROVIDE 3' MINIMUM HORIZONTAL SEPARATION BETWEEN SANITARY SEWER AND EDGE OF PAVEMENT. 2. WHERE GRAVITY SANITARY SEWER MAW CROSSES UNDERNEATH RCP STORMWATER PIPE WITH LESS THAN 12- OF VERTICAL SEPARATION, A FIELD REVISION APPROVED BY OCU WILL BE REWIRED PRIOR TO CONSTRUCTION. 3. PROVIDE 3' MINIMUM HORIZONTAL SEPARATION BETWEEN STORM AND PUBLIC OW MAINS AND MANHOLES AND 3' MINIMUM HORIZONTAL SEPARATION BETWEEN PUBLIC OCU MAINS AND MANHOLES AND THE BACK OF STORM INLETS AND STORY MANHOLES 4. MINIMUM DEPTH OF COVER FOR ALL UTILITY MAINS 127 OR LESS IN DIAMETER SHALL BE 3'. o u I'o ! +-; 65(D 2 p8' R� WI > T J � I e�! _1 c6L � • 1 �� I I � I I I I ! I !� ron a sow I e6rlrzTw eurryuTa- our. � -Pr+a+ac Le. we wrxu srr. la I I _-_ _ I �, ,� 1 1 I I I I _ - ru7wrrcN rlorroY a• sroau 11--- -_-- � --!; -I L_ I I I I_ I I I I I I I -I- _ L ;_ i=_ L L-!-�-�!-�� J i--u I I I I I AAn rw a• sumARr ._- 80 I Ili !III Ilil IIII III I I - 80 I E sri ur _-•� - I I __iEX1;r!8-IPVV i I I I I 'i I I I20 IF, IS PV! IS-1075z- I -- {�' I I ST. Rr P I I I I I I I T C �+ 2 W ! I I .I ICI I I I I 175 75 I 1 a' _ I ICI I I I I I I I I I I I I I I I'vj} N o I I I I I! !! I III I I I I I I I I ! I I I I I IrMmo't 11i I I I I I I I I I I I! I* o�_ II Lwlt3l I I I Fa4c_I l 70 i I l l l l l l l y �? 70 !!�I RI1 I I I ! I I! I I S1 d� W W �2 Z 2 N � Xrsnxc, cD.lo o o I rRb„„a CRn,il;oEnf gitnhvgA.l XN �4 1z 0 65 17 I �I ervII 9P1I SPIl„m! xmn 65 xa m d"�8�Volga _nla0ym,B��a o g�$adaosm_m ogPo_Saod_opddadopwoPIm°moIMnxo8Fg d$d$=ada I-1 51+50 52+00 52+50 53+00 53+50 54+00 54+50 55+00 55+50 56+00 56+50 57+00 57+50 58+00 58+5058+75 E O u s `00 `� ♦�i hb 225 E. Robinson Street Suite 300 Orlando, FL 32801 407.839.4006 Certificate of Authorization Number FL #3932 .02 [6.05 /,/ C6.03 LO6.10 - C6.W n09 C6.04 , 05.07 j n 01 C6.03 �`fl6 Key Map V Vert. 0 2.5 5 10 Feet Horiz. 0 25 50 100 Feet Ocoee Crown Point PUD Phase 213 Ocoee, Florida Re,«1� vets A,,.d 3 Revised Per ay&OCU romnent 03A13rt017 2 R .d,,Ch,&C-r1, sot 09101J2016 1 Subnit to Gryof Ocoee Bt OCV 05A16=6 neay.4M rned:dq JRH JRH Construction Approval May 6, 2016 Vertical Datum NAVD88 D m' - Plan & Profile Street 'A' - 4g Nunber C6.00 slwt er James Hoffman, P.E. P.E. N 75623 N.-W DATE: Mar. 03, 2017 61975.00 6197500-PH28-PP-A DWG \\vhb\proj\Orlando\61975.00 a,oee crown point\cad\Id\Plon5et\Phose2B\6197500-Ph2B-PP-A.dwg X �O 29 Lr A<7 �21 iB"RCP f� ` S=0.300aR IE=9119A 5I PI B• L 1.6532 SD-236 60+00 STA. 60+50.84 q STREET 'A' _ STA. 10+00.00 CL STREET 'I' SD-226 T P-I u SS-70 1E=91.9i+z9he•L 225 LF I�Ifl61 m-22 =- 1�6&00 W 1a'RCP _ V. ?1+00 J 62+p0 63+00 J 64+00 II18"RCP 5=0.38R ."I I See Sheet C6.07 STA. 65+14.03 � STREET 'A' STA. 21+63.78 !� STREET 'H' See Sheet JSD _234`T2pe _P-1 CAI C6•09 Street 'A' Station 58+7559+00 59+50 60+00 60+50 61+00 61+50 62+00 62+50 63+00 63+50 64+00 64+50 65+00 65+50 66+00 66+50 67+00 110 I - _- - -- - LOiY d7 ELE� 3 9�.31L ! I- I -I I 5�P PTTAT}A� 6�Qj-2 7.00 .OU - 1 I N ELEV 98. 4 D. 1.96% 105 S 1 PN � GRAVE� I �1 _ �1 I -- j100.00 \ _ L__ _ $ y I 1 ---- - --- +I I I rH -I- r1I�0 NA f1EY� 100 - I �I L R.. G L10E-ate_ 1 _ I J _ EJr15 M1 n I 6 RW I� 11 I� II �6 F.J. 95 I I J3 tv,dr rot wl.,l \ I 1 r t I -LL oR_�-I 90 ul BBrn I I TB" R 85 I q A 163- 8"1 IY( =0.32 37 LF �J_J_i 1y MPI a"Pvc I 1 I I I 1' Ea >- A S=0.32X - 1 6 LF '�I"POCf.-32x I FAT I^ I- PHASE 2B - LIMITS - STA. 67+41.54 STREET 'A' = STA. 10+70.32 OCP PKWY EXT. 1. PROVIDE 3' MINIMUM HORIZONTAL SEPARATION BETWEEN SANITARY SEWER AND EDGE OF PAYEHENT. - 2. WHERE GRAVITY SANITARY SEWER MAIN CROSSES UNDERNEATH RCP STORMWATER PIPE WITH LESS THAN 12" OF VERTICAL SEPARATION, A FIELD REVISION APPROVED BY OCU WILL BE REWIRED PRIOR TO CONSTRUCTION. 3. PROVIDE 3' MINIMUM HORIZONTAL SEPARATION BETWEEN STORM AND PUBLIC OW MAINS AND MANHOLES AND T MINIMUM HORIZONTAL SEPARATION BETWEEN PUBLIC OCU MAWS AND MANHOLES AND THE BACK OF STORM INLETS AND STORM MANHMS. 4. MINIMUM DEPTH OF COVER FOR ALL UTILITY MAINS 12' OR LESS IN DIAMETER SHALL BE 3'. 110 105 85 o I N .� - I} 80 - vS^ � 80 I y�r�Jl 1_ . - TAW- qrU --e I-III2 2 II 75 :w� i. 6 Cl-i1 { t{Uti 222 75 11 I _f YIS INGI GRADE EL. YAi pt! �I II- 70 � , /� APO ED CRiDE ELkYA +� 7�1�1 70 _ / I g�e�Me B'm; Sn Sn �n Rn x�Sr R,^, _12. =^:n^r^-�:+.G - - -"r+A-yn r$n - - -Re Pi �^m^ .�gm �Hn Rn Hn ym Em mom Sm So •"„p„R,°, ^^S^ m mo no .rn .o = ,,JJo NSe �tlo �o �o - - - '^do na NO NO No a95 No Na.io-c�ia do no.fo.io.io �o rio rio Ao �a fa+o+o io ir_io �o i��o Yo 1'a Ao mo Ao no qo o'm�e�m'm$mo vo da mo mo mo eno $-So $o mo m_no n$mo -a-$a mo mam ao $o $o g-oo 6o p�oo - �- a-^_v_a_e--vo_a�a= - m mmmm=a - - - - _ 58+7559+00 59+50 60+00 60+50 61+00 61+50 62+00 62+50 63+00 63+50 64+00 64+50 65+00 65+50 66+00 66+50 67+00 67+50 E 0 V d t 6 a Y `�. j l 225 E. Robinson Street Suite 300 Orlando, FL 32801 407.839.4006 Certificate of Authorization Number FL #3932 C6.02 t C6.05 .03 `C6.10 C6.W O6 C609 .07 ifR47 C6.01 C6.0J` `C6`OB Key Map 0 Vert. 0 2.5 5 10 Feet Horiz.0 25 50 100 Feet Ocoee Crown Point PUD Phase 213 Ocoee, Florida Ha Roden D., Appel 3 lixdper Gy&OWcomrent 03103M17 2 RenrM per Cry&Cwnrymmnenc 03A13/1016 3 Sutriir ro Gryol Ocoee&OCU 03A162016 D'9 `M Uule3M TRH JRH xR,ea ra ona Construction Approval May 6, 2016 Vertical Datum NAVD88 w•w,9 m• Plan & Profile Street 'A' Dreiln9 Nunbr C6.01 - e1 James Hoffman, P.E. P.E. $ 75623 DATE; Mar. 03.2017 61975.00 6197500-PH28-PP-A DWG \\,hb\P10j\0rlando\61975.00 oceee crown point\cad\Id\Planeel\Phose2B\6197500-Ph2B-PP-Fl.dwg V � 163 7,2 167 ibV 159 . _---_ ` PHASE 26 LIMITS �9e I 91.M ir 14f u(iTil 157 156 1 EXIST. PHASE 2A �?�! 50-63 T]W P-2 GL SD-64 T + P-1 Gl 1-665 WI �� O 53 � TIE=B&36 1]+92f19' L}II �� =93.,8 16 15 LF C� OO II.61.25 IW,IJ • - CONNECT TO III sr. -I - .1 35 LF 1=69.n W 1 -0,30'IICP �x3 s4=o 20% ss-74 SS-7s ', 15-RCP _=0.34Z-� //� N 35 LF Q2 6" WA TE(7"�JJ,,��N1 5-038X _ "1`" _ L,-r / 15-RCP Ae A9 A9 - 1 4_. 1T+00 - 12+00 I I 13 00 I�- - 14+ T5+o ��. ` - 6-x - I---Lt-+ -- -i-- -) S G is 6' - -- x (� 17+00 .O O IB•RCP RR RH 2s1 LF ss-73 gRCP s=oaoX �y --------- - I - T7 - SS-30 SO-65 T]p6 I fl S=0.30X -- 54-RCP .'A TF=914B fl+,afle' R)II 15'RCP SD-67 Tp P-I' GL SD-69 ray P YH. I STA. 10+37.71 STREET �F� T I ` 1=89.09 SD-6+I 5=0.38R IE=91.30 1*+IOfT7 R Te.99.v 15+95(1]' R)I SS- 5 _ _ s=o.o6x Sp_6Y r v u.x 1( 11 1�66.]0 50-66 SO-6B r]p� P LLH I=BLOB 50-68A lE=Bfl]B 1�y+59(I7 R)I MATCH EXIST. PVMT. ` .` i ` } II=B].65 (WT) I1-86.66 5D-6s IM=90.51 IS#I417 R I I SD-7o r d-a u. I s'' 1, I 8 + y 1, )� ) 1. t I-B3.OB (OUT) yypp 1:30.49 SD-6I , ; t I=BS66 (WT) 1-BS33 SO-1] I,E-e&31 17+92(I7 R _ I = 1=6+.03 (W 50-68A Thpy "P" LLH 200 LF 1=82.66 1 1 79.99 (OUT �IF=W20 15+5a.T R 1=BI.12 50-63 6eJJI 24"RCP CONNECT 70 EXIST. Q ,]t li-e+.16 sD-Tll 1=]995 f5 a12 OPen,puce I%5 1=tN.19 (W S=0.20% I=79.]0 6" RECLAIM 17] REMOVE EXIST. OB 10t �5 I 173 TOP AND INSTALL' 0.06 Pc. CURB INLET TOP - I I. LF EXIST. 60"RCP " `PHASE 28 LIMITS--' SO-71 4B'MLS NI55113537 E474507.57 EXIST. II-79 % W-70 POND IA/6 1. PRONDE S MINIMUM HORIZONTAL SEPARATION BETWEEN SANITARY SEWER AND EDGE OF PAVEMENT. 2. WHERE G4RAMTY SANITARY SEWER MAIN CROSSES UNDERNEATH RCP STORMWATER PIPE WITH LESS THAN 12' OF VERTICAL SEPARATION, A FIELD REVISION APPROVED BY OCU WYL BE REQUIRED PRIOR TO CONSTRUCTION. - F 3. PROMDE 3' MINIMUM HORIZONTAL SEPARATION BETWEEN STORM AND PUBUCStreet 'i ' SEPARATION °W MAINS AND MANPUBLIC OE5 AND 3• D MAN HORIZONTAL SEPARATION BETWEEN PUB11C OCU HOLES AND MANHOLES AND THE BACK Qi STORM INLETS AND STORM MANHOLES - Street M9R0AUM DEPTN OF COVER FOR ALL UTILITY MAINS 12. OR LESS IN DIAMETER SHALL BE 3'. Station 10 00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+5018+75 105o R qL )II ! ; 11105 +.ar�� - _L�-_LL -I - I I i�_ III _ L( W- T sTA i7:Vi' s�! 95--- 100, &42 _ 100 t'64. I EX'S G GRADE i# _"talpRMS - I PA MENSr I0'+377 95 - - VAgrrim fi or I I q 95 � I I EX ST.ITi L,3V. I r I I I I I EXIST. i-R.W._ �J�L� _ --� I I _ L L�J- - -J�.I -J_61 FJ_._I-- JJ� •_ L� _ 0.I 1 AM?0IS SOI AL -- - 9o zlr-Ms6 90 EXIST6 110 LF -T--- -S= ExlsT,CONQwO - l .32 9E 10 r 85 ' '� 85 3l iI L°_ L� L1 W10 2% 7F E 0 u s r hb 225 E. Robinson Street Suite 300 Orlando, FL 32801 407.839.4006 Certificate of Authorization Number FL #3932 .02 t �9T C603 "C6.10 C6.05 C6.W ;1 C6.06 C6.04 L� .07 110T. .01 C6.03 C6.08 Key Map Vert. 0 2.5 5 10 Feet Horiz.0 25 50 100 Feet Ocoee Crown Point PUD Phase 213 Ocoee, Florida Ba Rxdon 3 Wn9 Pn Ory&aWcanront 03A)3Y1017 2 R ,d,-Gry&Canrymmrcnt 01012016 1 Subritro Grya(Ocoee&ON 051062016 Oe Wg 67 - m.dQely JRH JRH Construction Approval May 6, 2016 Vertical Datum NAVD88 arx.N9 rAr Plan & Profile Street T -ft Nvnbv C6.02 - nI James Hoffman, P.E. P.E. # 75623 vy�Nrnm, Mar. 03, 2017 61975.00 6197500-PH2B-PP-FI DV.G 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+5018+75 \\vhb\proj\0,1-d0\61975.00 o-e crown point\cad\Id\Planset\Phose2B\6197500-Ph2B-PP-Fl.dwg 0 a STA. 10+00.00 q STREET 'I' _ STA. 60+50.84 ( STREET 'A' See Sheet See Sheet STA. 13+00.00 STREET 1' C8.01 C6.08 STA. 29+04.00 STREET 'H' -60A Tge "P-1" CI. _699] ipf04(17• M1 PHASE 28 I I I ' CONNECT TO EXIST. SD-240 T e P-4 CM O II=6i45 IWT LIA117S Fs-226 TE=9L36 35 LF 35 PNASE_!A" I ! Q6' WATERMAIN 1=6L67 WTI < 2E �'J• 15'RCP 15'RCP I' o ^,',9 J0.3 ��X $$=7- _ 5=0.3BR SS-78 5=0.3Bz __�_��•, ` I ! II I� 15"RCP 35 LF °T� . CO jVV T TO EXIST. '+ Q Q�(p SD-59A T 'P-1 a WW _ �. (0• - A9 _ �- M 91.78 'ii+tz0e'L� 1 6•I I vsgJ'�' - - S=03>�7 20 _ N•6].25 IWT 1 0� 0� A9 2t+oo rI/q/Ir 9 g _ .I 6W av- v 6 zz+ - �_';_ 9+ 4 bo I n+D j as s 12+00 G 0 ..1- !,' N_ h ! ! 'u �9i ? '44 Open A41 ,� os ` ! zq 9v"" a'°1 0.0E SS-70 x 4a Is 116 LF 580.07z 1f0 LF r,.:¢ s3..="`> _1T ,.31 7 .1 54'RLP 46'RCP 179 SD-242 S=0.06R 5=0.07x 48'RCP �- ""•'�'-- / ? IS'RCP SD-61 Tppaa P M.H S0-59B T59e P LLH 1��'- = - -,.I•' I I+ I S=0.38x �C TE=89.09 16+95j17 Ti) 50-60 T�p4 J-1 CL TE=90.&5 9]{t6' R S=o.07 _ - .1�:.-285 2 pe 1.11.05 50-60I iE�69.9] 20a0/flfr R II=BL49 SD-59 SD-59 T 2a11-17 Rl "\ •\ - _ yIz ft 'o lE 92.4]B TI1a0_]! ] RfI 73[ II=tVL52 (WT)J I�B213 SV-5 I.BLI9 (OUT)) ',' TE.91.)] { �9BJj� 1 &T.0]-58{I 1.;�V�j ll +it ! I=6).]4 50-2M II.B5.321?9 W-60AI 1?0 l I� I /�I I�l 1.677E (WTl1 I76 I=et.13 (W 161 F:.- _-- ai;; 50ian !�'''' STA. 23+24.47 STREET 'F' = See ,he6t r I She Sheet n' C6.08 MATCH EXIST. PVMT. CB.01 - CONNECT TO EXIST, 6• RECLAIMQ Street 'F Station 18+7519+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 105 - 1 j I II 1105 �1 or.sn c G - Mp 100 sn rAim sEA nv IL 7pGr{ � / I � I � `", 100 �a�An'L-XISIIgG_PHeSE 2A 95 pAI & Nrl srt 2.3=24 47! 95 I11! ------ -4is_ EE, SS6iWT'o - \-- --�S-r---R.Y. 90 ' 90 3LF 8-PVC n I P- - I s=oxo0 v 85Rc:��_ I _ 46 R' 65 y W I - 190 1-T 4&=k T I is B• I 54• RCP-' 1 t ��,,,,,�_, I 4 S'9.S6x• 80 ! Il--------_� L1�';!e�6nk ? I A=-8'Si-I_o 80 _ Ir�� ✓;�l I A,- 75 75 �N-� R ypyp5111��I1{ II I I in �' 70 r,�,�= i I I I ° Z 70 65 65 as A. : Fm R�3�T3P �n R�R�R+:^S-Bw Rm m'Rs ^o^m b^,R•Sm R�m�em 20 c. >rm zo Ro o Ro Ber"o so So Ba �m n_R_:"R"R2 o��ajjlI0nq ^�m�T �om mm gm dam m aam am oa am em am gm S Rmlam� m m-e_m_m_m_mo sa--molao NOO6Rs P O NO NO No valPoe 18+7519+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 1. PROVIDE 3' MINIMUM HORIZONTAL SEPARATION BETWEEN SANITARY SEWER AND EDGE OF PAVEMENT. 2. WHERE GRAVITY SANITARY SEWER MAIN CROSSES UNDERNEATH RCP STORMWATER PIPE WITH LESS THAN 127 OF VERTICAL SEPARATION, A FIELD REVISION APPROVED BY OCU WILL BE REWIRED PRIOR TO CONSTRUCTION. 3. PROVIDE 3' MINIMUM HORIZONTAL SEPARATION BETWEEN STORM AND PUBLIC OCU MAWS AND MANHOLES AND S MINIMUM HORIZONTAL SEPARATION BETWEEN PUBLIC CCU MAINS AND MANHOLES AND THE BACK OF STORM INLETS AND STORM MANHOLES 4. MINIMUM DEPTH OF COVER FOR ALL UTILITY MAWS 12. OR LESS IN DIAMETER SHALL BE S. Street 'I' Station 9+70 10+00 10+50 11+00 11+50 12+00 12+50 13 003+20 105 '2;I , I 105 'STA91 l _s900�� jMLrEn Bert I� "I I I I I I I I I oil 2_ I 100 !+ ml I I I 11 1 1 I 1 T-rf5s7 ti� t_ I N 1 >I �!�1 100 95 a I I I I I I w l I I I I! 95 1 1-'ROPOSEo GR1 I 1 1�L11� 1 1+-� -� losoz i l l i I I I I11 I I ! I ' 11 I r_ +II wW LI E flS 1" I 116 I W,'MITI nxwE Iz• Im6 VFAl1V1. '10f cc�ti�Iw L!! II!I!I _Ps6I 6p7pMlI e-a• EPi!I II II .!I 90 samuo ,SvI0 > /1tL-^'In _ ! _ .W 85w85_I! = 6' FM (EXISTING) MP -TT- >m,C .ATpRPY or xrcuol/srwau/ 18- RCP- I! ! ! I ! ! I I ! _ I I I I I I I 300 lF e7z !I S-6-1 I I ! I 1 1 � � PROVIDE Te• MRI2 IZRI1rx sw. ! �� I I I' ! I I I I! I I�! I 11! I I I I I 1 �^�• V s- � III ol!i 1i111111 lit; IIII II;I 80 80 9�N^II- II �!N~�� 111111111 I!!! I111 110 bb� 75 I I IIn� lI I I I! I l i l l l l I I I I I I I !gym 75 I n "i~ o ! I I I ExlsiNc,G r EL�VAtW1I I' I l l ! ��' I? 1 r7PRIP�ED GRADE EUVA*I I I I 1 2 70 m Im R Rlo Nmo- NmO- NmoSNmo- m_mo- ao-Nmo- 70 NONNRR$�Nn�9alloNm '�_omvEN-mONoJbj6�No,'_-- - mm 9+70 10+00 10+50 11+00 11+50 12+00 12+50 13+003+20 E 0 u a `hb;��0- 0 225 E. Robinson Street Suite 300 Orlando, Fl- 32801 407.839.4006 Certificate of Authorization Number Fl- #3932 / 1 .02 [6.05 R 03 `C6.10 , .W 1 C6.06 - 09 C6.04 °� _� 07 I..rR' .Ol C6.03 �6. Key map N.TS Vert. 0 2.5 5 10 Feet Horiz.0 25 50 100 Feet Ocoee Crown Point PUD Phase 213 Ocoee, Florida w. Iinidu 3 Reriud perGry&OCU conment 03A3/2017 2 RerismlP,Cq&eaunY- 09ML/ l6 3 Subn:l to Otyof Ocoee &CKU 05AGM16 0m19-by aeaea y . JRH JRH Construction Approval May 6, 2016 Vertical Datum NAVD88 Rre.m9 TNe Plan & Profile Street TFI & Street 3IT p.eer9 N,.,,ea C6.03 sn,N a1 James Hoffman, P.E. P.E. # 75623 ANR+Hmee« DATE; Mar. 03, 2017 61975.00 6197500-PH2B-PP-FI.DWIG \\vhb\p-j'\Odcndo\61975.00 occee crown point\cad\Id\Plansel\Pha6e2B\6197500-Ph2B-PP-G dxg 0 STA. 56+36.42 STREET 'A' _ STA. 10+00.00 STREET 'G' CB(�(� ITE=BA98 f2+051f T-11 Yew- ,00 I 1'eo e] SD Y �^3 223 LF 68"z43'ERCP S=o.ofix 11 00 i 12 217 + �6f SS- 8 Ir`g 1 CONNECF rO 095E Q 6•WAppTeE.7MAIN SS 85 ? II F I1E 89198 TIr 0-4 L -� 1-45 IW7'lil EX15T. POND IA/B 50-96 24-M E.SI N155061&02 E47450&99 II-MM SD-2115 5U-LW EXIST. 24"RCP TE-85.76 TWO J Y.H N1555Ui3 H]4550.461 ///�f��1=8&67 / 11='" 50-204 (WT,J �SD-232 I 151 LP -.7.]24"RCPN7 I=eo el 5P5=0.20R POND IC 6n -T03 LF 16P. 0: 6POc 167 54'RCP _ 5� p j. _ 1.0; 0< 7 S-0.06% lE=B7.B6 T I6 P wfls' / I=8305 SD-205 68 lC SD1202 i�Pe "P' YH 1=&Los SO-2I 15"RCP TE=B&29 17+45(I7 t p75T. I=8&98 W S=0.389. 1=U31 SD-2o SS=84 38 LF Un3l (Wn T__T s�Se tj a5 � 14+GO 15+00 ! 16+O9 \ 1 1+00 - \ �,C,'`a• N� II `e d " '-a\ "Rr , =67 4 r' eta. G6p6 \J\��'(�e6�ree� �O 200 0-82703 16+"P-2 0 29 0 6 Ie' Fl ,On 1J J J Street 'G' Station 9+75 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+5017+75 105 1 _1 1 1 1 1 1 1 1i I I� 1 1 11 1 4 1 1 1T 1 _ I I I I I I I 105 _ fIIGL{_P_ _54A:_77+9'2.9 I I III i i 0111 PT E.EV = By.85T,ELEV: 190,581 i I I I L04 RT V 6 .73 I 1 -t- -1- � W� `P7lSTA11 PN-S A 14N;15.00 I -LON'-P S A-=- 6}y�351--r --I -�} P_q-5]A. _ �2+�yS�OO�.� - y-F- ITN_ 90.Z6_ 1 I I ! I P 9 A 187.00 I _ -I-(-t-1--1 - I - ---j iPM€iFV = 49.Y00 ' f I ,A. . 1.79[! ! I I I I I ! i I ! �'" ; , , _ L7 I too 100 8 §- c h EX!STI ¢RAQE K. 5 .69 f _ --_- I -,aG-- - +- 7 4h11 95 s ' - - ' ' I �' E774AND &ASWI LINCH ! 1 - o _ I L+ . o 95 c. �I _ - a mi I Q POE ; � \\ f/5 6�.f r Itll- I 0.50 1 1- I- - -• ---r-r- � _ _T 90 9D j I Ek151. 1�'ON EOi 0 i i I I I!-1-'29L' h 1 1 �_ I I I I 1 lux. 1v+ncu,-. I- -Xl T. 6= -IIS� I ��-��'-jj-� I NW n` �,s7. 4 I �I� IIL�r\\l lr r CON EOi T- _ 1 ^ ! - �- uro rzw ar 9fau� TL7,- R.W.- 12. __-- - ---_ I- -- -FT- 0k"k.W_1 II II _Fill c i - �I t11{-i in -r�r a > 6 --- ----- ---- - ---- I {-_ I I I E_f� �_ _ftt [ - jI 85 W E:I$ . M. J _ -_ - cn__ _ I }Eiwa'>. a7 �- I _ W _ I I -� 61 xj'3 R7 r _ _ �_ - ._ - -7 -6f crow / I �--r- 5 0 2 1 330 1F 8"P 7C =(..4 R 8D 75 l 75 2 ,h n W-^ - w of ll WIN 70�h to to t�-•K�inf I`l W O Iti Al ,2T"V� ��2 I 70 v1.1L Ir+ N LA 1 `4S I_%IXIS NG GF-tOE ELrVA, I I I _ 65 I wo wSo �Bo�t'•oWeo3"8Ra8"^oeme„'.S,�aml;,r gr �, I m I Bm a,�>e.l, / og^:.8��m a<m��^,^•^.RaR^A--I=�^e.,-P mn mrlPm^•^�^_I8^i g<ae I 3m S�„'.n: 65 P8$g gao asoo 89 aS'oWmM�mg ga �a as Ba P,P �m'om da $a gm mm esa $P gP BP SP $mrl^- �_I�dI�oI�OPI^o &88 dP �B $m� 9+75 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+5017+75 I. PROMDE S MINIMUM HORIZONTAL SEPARATION BETWEEN SANITARY SEWER AND EDGE OF PAVEMENT. 2. WHERE GRAVITY SANITARY SEWER MAW CROSSES UNDERNEATH RCP STORMWATER PIPE WITH LESS THAN 12" OF VERTICAL SEPARATION, A nELD REVISION APPROVED BY OCU WALL BE REWIRED PRIOR TO CONSTRUCTION. 3. PROVIOE 3' MINIMUM HORIZONTAL SEPARATION BETWEEN STORM AND PUBLIC OCU MAINS AND MANHOLES AND 3' MINIMUM HORIZONTAL SEPARATION BETWEEN PUBLIC OCU MAINS AND MANHOLES AND THE BACK OF STORM INLETS AND STORM MANHOLES 4. MINIMUM DEPTH OF COVER FOR ALL UTILITY MAINS 12' OR LESS IN DIAMETER SHALL BE 3. E O 000 s 000 r hb 225 E. Robinson Street Suite 300 Orlando, FL 32801 407.839.4006 Certificate of Authorization Number FL #3932 C6.02 C6.05 _ 9:� �03 i '�C6.10 !f C6.DO = � a 05.04 \�% I`LTT � 07 C6.03La.01 6.05 Key tliap N.T-S. Vert. 0 2.5 5 10 Feet Horiz. 0 25 50 100 Feet Ocoee Crown Point PUD Phase 213 Ocoee, Florida xo- bnelen 0•e• Appd 3 xo f•d P•, GD'&0C -t WM, 13 01] 2 IW'f l ' City &County comment Oe,UL2016 1 5ub,M to GtyOf Ocoee&0CU 05R6R016 Oes,JetlM a - by JRH JRH u>,=e rd oae Construction Approval May 6, 2016 Vertical Datum NAVD88 a.ay rb• Plan & Profile Street'G' o.=.'N N,.n6a C6.04 s� cf James Hoffman, P.E. P.E. # 75623 P�MM,ii6g DATE; Mar. 03, 2017 61975.00 6197500-PH2B-PP-G,DWG \\,hb\P10j\0rl1ndo\61975.0O ocoee crown point\cad\Id\Plcnset\Phase2B\6797500—Ph2B—PP—G dwg i 7SO-62aee 11 1"6161 79 LF S-0.38 ^� 5=0.38R 4� 0'? 00� OC) ne w f 'n� S i CQ fC000 .00 P ASE 28 fig l6 q-z '1 GL ry LIMITS ��} PHASE 2A otiuII SS-35 SS-79 CONNECT TO ENS7. Q 6" RECLAIM 19+ Fill- _ _ + _ - 4 a0+00 Sq w - _ A9 CONNECT T0� —� 0 6' WA7ERMAIN 208 BORING 10. 195 MR) Street 'G' Station 17+7518+00 18+50 19+00 19+50 20+00 20+50 21+001+20 105 i I I i I I I I I I I I I I I I I I I I I105 100 95 90 C O 85 d w 80 75 70 65 65 rs g m;P�gm gng mo m, �m gr gh ga g.. geg c.!.J ge � IaI�r r$ ry r�P�P�P�P�P�PgPpP$P$P�P,memmmmmmpgs- jaP999a gPg.g 9-FS6d3s2m!a�w�m 17+7518+00 18+50 19+00 19+50 20+00 20+50 21+0fl1+20 a 6" R.W. L STA. 21+12.25 q STREET 'G' _ STA. 52+90.70 q STREET 'A' STA. 10+00.00 CL STREET 'H' 1. PROVIDE 3' MINIMUM HORIZONTAL SEPARATION BETWEEN SANITARY SEWER AND EDGE OF PAVEMENT. 2. WHERE GRAVITY SANITARY SEWER MAIN CROSSES UNDERNEATH RCP STORMWATER PIPE WITH LESS THAN 12* OF VERTICAL SEPARATION, A FIELD REVISION APPROVED BY OCU WILL BE REQUIRED PRIOR TO CONSTRUCTION. 3. PROVIDE 3' MINIMUM HORIZONTAL SEPARATION BETWEEN STORM AND PUBLIC OCU MAINS AND MANHOLES AND S MINIMUM HORIZONTAL SEPARATION BETWEEN PUBLIC OCU MANS AND MANHOLES AND THE BACK OF STORM INLETS AND STORM MANHOLES 4. MIRMUN DEPTH OF COVER FOR ALL UTUTY MAINS 12' OR LESS IN DIAMETER SHALL BE 3. E 000 000 .o s `00 ;m hb 225 E. Robinson Street Suite 300 Orlando, FL 32801 407.839.4006 Certificate of Authorization Number FL #3932 C6.02 S C6.05 fC6,03 C6.I0 fir^ .00 _ l C6_0 1 rn ' 09 C6.04 .01 C6.03� Key Map N.TS I Vert. 0 2.5 5 10 Feet Horiz.0 25 50 100 Feet Ocoee Crown Point PUD Phase 213 Ocoee, Florida Ne NM9on .1. Aerd 3 RnirM per Gry 40Ci1 comment 03,03R017 2 W,,d M CRY h Cwnrycnrtment 01OLM016 1 sularit toOryof Ocoee&ON OSA16/t016 -VW by a.mdh JRH JRH Construction Approval May 6, 2016 Vertical Datum NAVD88 urew., — Plan & Profile Street'G' Dr-"— C6.05 James Hoffman, P.E. P.E. g 75623 DATE: Mar. 03, 2017 61975.00 6197500—PH28—PP—GDV.'G \\Mb\p-j\0Nando\61975.00 Ocoee cronn paint\cad\Id\Plan5et\Phase2B\61975OD-Ph2B-PP-H-OCPP.dng X STA. 10+00.00 STREET 'H' _ STA. 52+90.70 STREET 'A' STA. 21+12.25 STREET 'G' u r n 1: " II CONNEcr To ENST. 6• WA7ERMAIN SD_221A T1q R-2 CL SS-62 B077/NG ..0. '� 35 LF TE-91.47 f1+35hir Ill 7yp � I, 1' 1 ( ) I I 24'RCP - I ,1=fib.oz fwn 125 LF -P I '� =0.20% I r30'RCP SS 35 owl. N�• � � 1.,9i+.o0 ,00 12tpo 2, - �3.25 R'.9rj _rJ�1��91 R.4T713 L. �• 7� �� 48•RCP I [ 1 s=o.o7 IE=91.47 I 1=85.12 I=8595 to I 1 CAYNECT TO EXIST. 32 LF 48'RCP 16" RECLA/M I=fl162 See Sheet V� s=o.o7z so-zz1 r3p Mx 20� 91.89._f0+411T RI 16D-x¢o iE=9z01 ll•85.]e 2171=9i38 C6./W BJ.55"" SD-2211 �81.80 WI I r ZVI a` 33 LF 30'RCP 5=0.13R M �SD-217 T R-r u.11 IE•9103 IY1+]3(fY L 1 11+865J IWI I 156 lF l I L T 30'RCP 24_ so - d��h f. IlE•9,, 15a'{,, 111 1 1=8].]4 W-214 1=8i2a (WTI[ 930 - I 66 LF 24'RCP S=0.207• 244 j 24b /J'iE=9165 15+96(17 L)I SD-2172 VPi=.SD-214A .131"Y GII $$-66 1.T / II.89.17 Iwl{I / I 35 LF 35 LF 66 LF 15'RCP 31 15RCP S-038 6=0387. S=o.x 5=0.38R Al A9 -` 17 `W i \ 18+00 PC •tF 34.6f _ e 182 LF CP. • j� 2 pe $$ 65 24'RGP IT[=9£1]D IB+55SIY 5-0.208 II=90.25 Zia STrzlzll/y D-z1a ripe P-1 u. SD-213 r>P� "R-r,c1 1.9azs (W G _9167 IB#00(1T •8619 50-213 IE•94.73 17+81(19 f0 •89.04 50-214A 1=89.86 9)-21: =8].8] (WT) 1=90.00 50-11'(0 c I 1=M65 !'. (OUT) 235 free fee 0 1. PROVIDE 3' MWIMUM HORIZONTAL SEPARATION BETWEEN SANITARY SEWER AND EDGE OF PAVEMENT. 2. WHERE GRAVITY SANITARY SEWER MAIN CROSSES UNDERNEATH RCP STORMWATER PIPE WITH LESS THAN 127 OF VERTICAL SEPARATION, A FIELD REVISION APPROVED BY OCU WILL BE REWIRED PRIOR TO CONSTRUCTION. 3. PROVIDE 3' MINIMUM HORIZONTAL SEPARATION BETWEEN STORM AND PUBLIC OCU MAWS AND MANHOLES AND 3• MINWUM HORIZONTAL SEPARATION BETWEEN PUBLIC OW MAINS AND MANHOLES AND THE BACK OF STOR INLETS AND STORM MANHOLES, 1 ' 4 MINIMUM OF COVER FOR ALL UTILITY MAWS 12' OR LESS IN Street '1N DIAMETER SHALL BE 3'. Station 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 18+80 110 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 110 CONNECT 7 EXIST. 6' WM C s -I}- 90 i I UU EXIST.- 6' WM RRoStcE le•Iu1I f2RRcu srn.� eE3WEEN &J12DY or Eaar. REsraevis%ecwr 85 1 48- RCP- �I � I O 90 w `37 LF 858'Pvc S=0.32R W 60 a,r...L y .•.7 ., aT•.n. I. 1 I`. T � 4 I I I� I f I 80 rY+1.`OL J `0`4 h-m--v- Ua �- _ I� a I�•� IJ_ �1"3- - n-1-I� QV �...`. I �a 0 1, 0�10 .i,c11.•� �� v I I•'�• I h_++ II 2�- m�N - - - -- -- I _ ro I 75 It -A P I Po GRANE�VA A I 7-I �� 222 70 70I,..,IS.,,w�S�+onnn 0Sr, 9^r-NO No No _NNo N e92W _RKw°o- %riw�e- �S'�ow'elno_=•i•no- 6iwno- Rie.ro_wie,rs_�=-o n-niano_ Y=ii�o_.pi�o_ Y=iro_%iqro_ Sr e�Rr RroBi�o Si�s ai,o",S.l�oo.l„o�h 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 7+00 17+50 18+00 18+50 18+80 E 0 u s � ;O"' vhb 225 E. Robinson Street Suite 300 Orlando, FL 32801 407.839.4006 Certificate of Authorization Number FL #3932 f J- / .02 LCBIO 06.05 /! C603 , W, .06 -_ it - . - .09 C6.04 'f,r n i- C6.07 C6Lo.01 .03� 6.08 Key Map N.T.S. Vert. 0 2.5 5 10 Feet IIIIIIIIIIIIIM Horiz. 0 25 50 100 Feet Ocoee Crown Point PUD Phase 213 Ocoee, Florida Ra. u,+mn 3 Revi, dWGy&aCllcw,ment 03103/2017 2 R ,ri ,,Cy&C-yconrrcnl 09103 O06 1 5vhr:tbeyol Ocoee&ON 05N6/2016 aed9^•3W UMetlM JRH JRH Construction Approval May 6, 2016 Vertical Datum NAVD88 -AW T- Plan & Profile Street W o,.,+•y rb,nw C6.06 - cl James Hoffman, P.E. P.E. N 75623 I,a«tR t- DATE. Mar. 03, 2017 61975.00 6197500-PH28-PP-H-OCPP DWG \\Mb\proj\0dcndo\61975.GO ocoee crown point\cad\IA\Pionset\PhDse28\6197500-Ph2B-PP-H-OCPP.tlwg STA. 21+63.78 (� STREET 'H' _ STA. 65+14.03(� STREET 'A' See Sheet C6.01 ,h I I - SD-235 - i 50-212AT P}I Cl. • _ j D 211 TY9r 1T L CONNECT 0 fXlSr. 35 SS-67 P=9088 - W SD- 4 �02 6' WAIERRAIN _ �e _ 15"gCP -43 LF, TEE--91&6 T& IYai 5=0.3Bx 35 LF 16 LF 55 0.347. 15"RCP - , f 15" CP I•I9 21 18 LF �_ [). 18'RCP 5=0.38R ' ]_y.3BR S=0.30Y. �� 259 SS-64 A9 ,j,I-\+�/,', A$ /19-� �� •N: 6V SD-237 Tye P' LLH �•.,[ [`9 I 1 1 Zy ya h6 I � 2T+t9(e'JtJy t ' < ' t DO PT o+oo y z1+oo 2 6 %� 2z+0 �� 90 y �' z3+0D 24+owcii.ai.w ° iounl 1 LF R - -6d_, _RR I ? o ri eL 1 S=0.20R 2e0 SO-238 Thy P-2 CL SD-2128T P-1",CI ? SO-237B Tr P 1 Cl 50- 39 T 2, I M-9175 i5+W", L1 �p I m I 1011➢I O X.IIO 1E=9&70 19+4N18 R11 SS-68 '°✓y �-9.OB 2�5D .. �.; 79 25+ �231 6 , ltTr I.90.75 5 2123 �e I SD-212C Tp P♦♦LL1L 1.90.51 (OUT) I SU-2.]0 22+1 j18' RN '.11 1. 1.8]. W-23 .O TE•95.1] IiN95(Iq' RUI BQ4/NC /D. d II 1•87.97 (OUT) I= z Lau I i0 1=�035 SI1-zlil (IMP.) it Imo&]] �(d'Tj I.90.35 tanl Match Line' a. 18+80.00 see Sheet See Sheet C6.06 C6.01 Street Station 18+809+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25£B®10 110 _ HI41,H P T PTO: +¢4.)1 1 110 HIGH PT V:i�96-.7� _ _ E_ VI I = j}�" P N EL V 21171.5- _ _ -I _ _ K-1=- 3.69 I I I I Q_ P E = 92.63� 105 i ' II I_ VC -N LQW 'TiiSTA 2�+99.32 105 - l�WN07f6 �5 ASOIAC' � _ - _ J _ P�FlE� 491,1325 -_ - _ - N oN 1 Do �47 _ ��I .I ' - �=1 X;_ 1-1� ' _ -� ��I�-l-1 100 95 I rf I I I I I I I I �ji II I I e"rf _ f 1 -I- �.11 _a�rroVl�'RAn4 I o- m ! 26Q� /s w _ ,. Arm � sLxcYrr T l -1 85 �b At Bo 75 a �! Yf5,/NGl OF40E fL YA� 70 70 `�" oopomoao$oa Ipo A�IHmm'Oldo eo wow $� 18+809+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 2520010 O w I. PROVIDE 3' MINIMUM HORIZONTAL SEPARATION BETWEEN SANITARY SEWER AND EDGE OF PAVEMENT. 2. WHERE GRAVITY SANITARY SEWER MAIN CROSSES UNDERNEATH RCP STORMWATER PIPE WITH LESS THAN 12' OF VERTICAL SEPARATION, A nELD REVISON APPROVED BY OCU WILL BE REWIRED PRIOR TO CONSTRUCTION. 3. PROVIDE 3' MINIMUM HORIZONTAL SEPARATION BETWEEN STORM AND PUBLIC OCU MAWS AND MANHOLES AND 3' MINIMUM HORIZONTAL SEPARATION BETWEEN PUBLIC OCU MAINS AND MANHOLES AND THE BACK OF STORM INLETS AND STORM MANHOLES, 4. MINIMUM DEPTH OF COVER FOR ALL UTILITY MAWS W OR LESS IN DIAMETER SHALL BE 3. E 0 .0 000 s �"'o vhb 225 E. Robinson Street Suite 300 Orlando, FL 32801 407.839.4006 Certificate Of Authorization Number FL #3932 /1 � 06.02 03 �C6.10 C6.05 - C 00 J C6 06 C6.09 C6.04 r- a .07 70 T..01 6. C6.03 I •.6.08 Key flap N.T.S. a Vert. 0 2.5 5 10 Feet Horiz. 0 25 50 100 Feet Ocoee Crown Point PUD Phase 213 Ocoee, Florida No. x[Alon one Appal 3 Paned Per G1'&ON oloment 03m3/1017 2 W'ri Percy&Cw yornnent 0101R016 1 Sutrrit to Oryof Ocoee&CCU OSY06/2016 Oe9Mrd6Y ae3ed 6y JRH JRH Construction Approval May 6, 2016 Vertical Datum NAVD88 Ue..4,q T2e Plan & Profile Street 'H' Orm Nu C6.07 Suet of James Hoffman, P.E. P.E. # 75623 v�ea N,.•ue DATE; Mar. 03, 2017 61975.00 61975OD-PH2B-PP-H-0CPP.DWG \\,hb\proj\0rlando\61975.00 ocaee cronn point\cad\Id\Plonset\Phose2B\6197500-Ph2B-PP-H-OCPP.d.g E 0 V s 0 O O r- P-2 CI 5 IT L CD \i N U` P (6 65 W L�-�-~- iD 0) 0) _ x = �3 U U) 15 RCP ++ C 30•RCP S=0.38% 2 STA. 29+04.00 STREET 'H' _ STA. 13+00.00 STREET 'I' I I / �-243A 1�ya P-1 G SDr-240AT�y P-1 CI II1E=924J ez7a I31+,IX1Y L) 104 LF / rE 9336 26+ 17` L .IW7x 41 LF 36'RCP SS 61 / 8893 WT 55-63 15'RCFI 5=0.109. 5=0.3LR / -�1t1--•`�/_' LJ /y _ t1 27c. 27TO II l 26+0 l l 2 ,b� J 3d+00 31+a�J 32+�0 I J - �3+Otr • ,J L I SS-60 f 9; 50_ 2408 Tie -J-T G 276 LF 278 LF SD-249 1 Tea J {ltL ^ -93,2 26+4] IB' R \ I1/ 5D-242 T� P' YN }6•RCP 5p 243 iAe 'J-1' G 1E-91.12 U2+85 I7 R / - I.86.55 m-239 36•RCP I 49> I 1E.i 29+i]fl{' R 11E=9i.Q0 ]I+61(IT R) I•fi1.5B�� I=8879 50-223140A S=0.10% I=6s97 50-24w 5=0.108 1-65]a$ W-242 1=8,.18 I=86.25 W See $beet II=87.116 m-2(y Ii'84 s9 6D fount 62 LF - S11-245 •Tf9e J-z Gl A 1=6i9] tWTTTgq� '� TE=90.64 3.H04(65- RII 36'RCP I.8412 W-2N C6.03 I FI S=o.10% fi,3z wWn� See Sheet C3.01 I. PROVIDE S MINIMUM HORIZONTAL SEPARATION BETWEEN SANITARY SEWER AND EDGE OF PAVEMENT. 2. WHERE GRAVITY SANITARY SEWER MAW CROSSES UNDERNEATH RCP STORMWATER PIPE WITH LESS THAN 127 OF VERTICAL SEPARATION, A FIELD REVISION APPROVED BY OCU WILL BE REWIRED PRIOR TO CONSTRUCTION. J. PROVIDE S MINIMUM HORIZONTAL SEPARATION BETWEEN STORM AND PUBLIC Ooj MAINS AND MANHOLES AND 3' MINIMUM HORIZONTAL SEPARATION BETWEEN PUSUC OCU AND AND MANHOLES AND THE BACK �U/ - OF STORM INLETS AND STORM MANHOLES. ' 4. Street 'i i MINIMUM DIAMETER DEPTH OF COVER FOR ALL UTILITY MANS 12' OR LESS IN pIAYETDt SHALL 8E 3'. Station 25+10 25+50 26+00 26+50 27+00 27+50 28+00 28+50 29+00 29+50 30+00 30+50 31+00 31+50 32+00 32+50 33+00 33+40 110 L I I i fl I I I I 110 IO 1 PT ELEV.- 4. 2 #1 29 1-0 �N S7'A 7 29+ 2:.9 T 3 V= 8233 P 4 fl 9, Af I 105 LOW`Y4 T(�' =124!F9:'_3: I 4.D -1.61% PN T 24+¢5.= _ PVjS_1 9z.32 I I II _ 5. 6. C U11 _- - - Pfl-_- _ __ - - -- - - 1001- 100 TO r P oPib 7s o �I I I I� I I rI l^ lY�l 95 �� • E,' V'M E7 v. �_-��-•30_`__---__1 �1�1 �IICI II!t _ ��I r1- __"fx AIiim.D R, )aP�.iI II�I r�TE>$�RSKu_rY�R-Y �i--_-�zll_- _L1_�._I _: _Yam-�1If�J�II�/-= I ,-u7��-_v-_ssar-__mw�' r - I -1I TI � R 9090 A! °�_IxuI W 36 R 'P OJCRP - - T6 -oa�I 6.4R 2e7 F85I -_8 7 85 s=o. zb r1r7w b �, °' •vl�- _n b er��a 'Ae7 o ra wn C 80 80 I b - - � N N N �5 I � .1i• II II q II " J�-„ 75 I� 1 I d. n n ti I �� R �o,� 75 �Ir �pr�r 2 -Zt - IS.ING GRAVE E7'YA h' ,U 2 PR ED GR40E ALON � _- - ' - ^gm ^, gng^.Rom' x^7^n^II y�g�, g. Fm g. Ho 70 70 g.`uPNma;aaeagPga,�,Pa mga"a �$goS'�a�g^� ��a��aPgP ^g^gsg>�ageP" . a ejPf"PPfP,J,P+^ d^'Im'^m"aaP,,Pmammmm 'Pm�iema°'mm`aAS'6mPwg- a a a w a = - mwAamaPam Iw" r.P = m m 25+10 25+50 26+00 26+50 27+00 27+50 28+00 28+50 29+00 29+50 30+00 30+50 31+00 31+50 32+00 32+50 33+00 33+40 � 0000 00 imvhb 225 E. Robinson Street Suite 300 Orlando, FL 32801 407.839.4006 Certificate of Authorization Number FL #3932 / ll .02 C6.03 `C6.10 C6.05 �f 00 I .06 ' l C6.04 - C6.07 C6.036.08 Key Map N-•rs. e 2.1 5 10 Feet Horiz. 0 25 5o 100 Feet Ocoee Crown Point PUD Phase 213 Ocoee, Florida No RMtlon wv Aan.a 3 Revised perGry &OW orrment 03,03M1 7 2 Revised perGry &Cwnryewmrnt 09A71/J016 1 SUMritt9Gryo(amee&OCU U5,062016 0-09wby Uedxtl by 1RH JRH Construction Approval May 6, 2016 Vertical Datum NAVD88 Plan & Profile Street'H' thnNrg N,mbv C6.08 -1 el James Hoffman, P.E. P.E. # 75623 DAB Mar. 03, 2017 61975.00 6197500-PH2B-PP-H-OCPP.DWG \\vhb\proN0dando\61975.00 ocoee cronn point\cad\Id\Planset\Phose2B\6197500-Ph2B-PP-H-OCPP.dwg See Sheet CB.01 E[{[{ Open Space I 1 t 1 2R\ OC. ]2R 12R ._.. tl OS 10 _-0 3y 00 --€ --,"12R4' --„ 12R - 1 121 ��3x' •� 61 46 t' n 12+00 I &1• R.O.W. 13+00 14+00 15+00 t —11---+----1-----+------I---1-Trj— D i.I Ocoee Crown Point Parkway Ext. 1 .. SD-213 r1y 7(2 ci 7=1010/ I1+0If24' Rll ' 1�9100 IUIT PHASE 26 0075 --- -- ---------- i STA. 67+41.54 STREET 'A' _ STA. 10+70.32 OCP PKWY EXT. STA. 15+63.37 (� OCP PKWY = MATCH EXIST. PVMT. - _�T— 12R1 __ -_ ....._ -_ •. 16+00 17;W a1-8.00 19'00 20+00 E)OST. 80•R.O.W. s _ _______ ___:_ t. _ �- - O � f R h i /---------------- -1 C c 0 1. PROVIDE 3• MINIMUM HORIZONTAL SEPARATION BETWEEN SANITARY SEWER AND EDGE OF PAVEMENT. 2 WTIERE GRAVITY SANITARY SEWER MAIN CROSSES UNDERNEATH RCP STORMWATER PIPE WITH LESS THAN 12' OF VERTICAL SEPARATION. A FIELD REVISION APPROVED BY OCU WILL BE REWIRED PRIOR TO CONSTRUCTION. 3. PROVIDE 3• MINIMUM HORIZONTAL SEPARATION BETWEEN STORM AND PUB11C OCU MAWS AND MANHOLES AND 3' MINIMUM HORIZONTAL SEPARATION BETWEEN PUBLIC OCU MAINS AND MANHOLES AND THE BACK OF STORM INLETS AND STORM MANHOLES 4. MINIMUM DEPTH OF COVER FOR ALL UTRITY MAWS 12' OR LESS IN DIAMETER SHALL BE S. Ocoee Crown Point Pkwy. Ext. Station 10+00 16+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 115 — -- 11 5 110 105 EXIS O 12 w 100 . W 95 90 e°tI1I g-o_!��: o--�I'Ii Iea ,#II�IIi1g0-n^fiIIIp19-.7$,,r1-S_!II!! 1 -nc --�_�Ro�-erF �aeoeI^!JI 1 � WacasoFIII' dr�E6auo�.ILI ., ^n IlmN� II !i C^�I RN�^+o_1�J�_2�-1IIRS1 M—o�-..W-e93�r_ _��MKo-rr.aEu�¢_!W!II JnF.a-_1�{Aou�IIIL_m,_-tiI_rtLII I1vIIr-10og�5a ^_ - � I_°o__a SI_ ' - ;��o_m9Joo_ I I-F�J ouo_�I!Ii-_g�J_ou1IL 1—_o_-_.o _ -gMo-_m^c- II iI �:^o-_ ^c•'�I Sfio� -neII Ma-.e�^�Ii! I A�--. �oa- ___o�_oIII' p-. J�--n_I I! am-N--- d�I�II '__- a--�-._ �g--I"[rQw I _ I_--/I__�-�I'_-II-TLIIIIIILi 1LIII �LIII I III1�� I �J�I!II I �rLII I JL- J� ILIL II ---=L —IIIIIIIII LIIII — J- —_- 110 105 W0 100 95 90 c 85li Ia_1II iII llll ll II 85 oiroF-N -n- oKNeNO 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19.50 20+00 20+50 21+00 21+50 22+00 22.50 E O V s ` �i00 hb 225 E. Robinson Street Suite 300 Orlando, FL 32801 407.839.4006 Certificate of Authorization Number FL #3932 1 .02 06.05 C6.03 `06.I1) ' .00 06 s �1- C6.09 C6.04 .07 fRi 7,•.- C6.03�(L .0 16 Key Map N.T.S f) Vert. 0 2.5 5 10 Feet Horiz. 0 25 50 100 Feet Ocoee Crown Point PUD Phase 213 Ocoee, Florida „�. App� 3 W d,,,Cny& N o0menl E O V s ` �i00 hb 225 E. Robinson Street Suite 300 Orlando, FL 32801 407.839.4006 Certificate of Authorization Number FL #3932 1 .02 06.05 C6.03 `06.I1) ' .00 06 s �1- C6.09 C6.04 .07 fRi 7,•.- C6.03�(L .0 16 Key Map N.T.S f) Vert. 0 2.5 5 10 Feet Horiz. 0 25 50 100 Feet Ocoee Crown Point PUD Phase 213 Ocoee, Florida „�. App� 3 W d,,,Cny& N o0menl 03/03/2017 2 MisMl C y.cwnry—, 09R3/2016 3 Subnit to atyoFacoee 40C11 05N6/1016 3feCgW bl a mdq JRH JRH u.na la Construction Approval ox. May 6, 2016 Vertical Datum NAVD88 Plan & Profile Ocoee Crown Point Parkway Extension DrrMn9 N�nber C6.09 — of Jomes Hoffman, P.E. P.E. k 75623 DATE: Mar. 03, 2017 61975.00 6197500-PH2B-PP-H-0CPP.OWG \\1hb\pr0j\Orlando\61975.OD ccoee crown point\cad\Id\Plonset\Phase2B\6197500—Ph2B—PP—H—OCPP.dwg E O V .O i 7ER�I - �- E-- -- - �tAIER - /- = �c® �'�^��v��' ini 1'c��l�way �;-4NECTTo - -- _ pp _ EXIST. !2" R.W. _ 26+00 27+00 28+00 7 29+00 _ - -� 30+00 31+ 2400 -- - - _ I— — — 120 EAST. O.W. ' I C.�- --=H - 1 .Q _ -- 57 _ — r, d ( _ Z iY _ N —u"--� �__J .o� Iso .0 I. PROVIDE 3' MINIMUM HORIZONTAL SEPARATION BETWEEN SANITARY SEWER AND EDGE OF PAVEMENT. 2. WHERE GRAVITY SANITARY SEWER MAIN CROSSES UNDERNEATH RCP STORMWATER PIPE WITH LESS THAN 12' OF VERTICAL SEPARATION, A HELD REVISION APPROVED BY OCU WILL BE REQUIRED PRIOR TO CONSTRUCTION. 3. PROVIDE 3' MHIMUM HORIZONTAL SEPARATION BEMEEH STORM AND PUBLIC OCU MAINS AND MANHOLES AND 3' MINIMUM HORIZONTAL SEPARATION BETWEEN PUBLIC OCU MAINS AND MANHOLES AND THE BACK OF STORM INLETS AND STORM MANHOLES 4. MINIMUM DEPTH OF COVER FOR ALL UTILITY MAINS 12' OR LESS IN DIAMETER SHALL BE 3'. Ocoee Crown Point Pkwy. Station 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50 29+00 29+50 30+00 30+50 31+00 31+50 32+00 115 115 110 105 c 0 100 W 95 90 _ I I I H � f - - I -I i _�� Ji I -�I- --- — - -I L_L_f I I I —� I I — — E"IS NOS-16'V/M _ _ — � II � _ I .� .J _.— _ I i_1_�_ —}—� I nM,— — � .� �J -��_tl II 1 I I Ill ! I I I tI I I —___—_-_— IT2�R. —IEX.ST. .81 F r"rcwulr I — ===- - I r -- J f 7 --------------------- -- - I - - wa»[ire' D rya rtmw- ---Ai �- - - -:01�NE - T _ - _I i TFI�L _-ILj- I— -f� I---- - oII aI O QI o I I i I I I I I I ! I I I I I I I I I I I I I I I I 85 22+50 23+00 110 105 0 100 LU 95 90 85 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50 29+00 29.50 30+00 30+50 31+00 31+50 32+00 �000 0tmv 0 hb 225 E. Robinson Street Suite 300 Orlando, FL 32801 407.839.4006 Certificate of Authorization Number FL #3932 1 .02 � C6.10 C6.05 C6.03 n 00 CIS 06 C6.09 C6.04 .07 l r,j C6.03 `-C6.08 .01 Key Map N.TS Q Vert. 0 2.5 5 10 Feet Horiz.0 25 50 100 Feet Ocoee Crown Point PUD Phase 2B Ocoee, Florida No Mitlan D., App. 3 Flevitd perGryhGCll camrnt 03N3R017 2 R isd,e Chy&Cwnry 09,DL/ 16 1 6abm to GtyoT0c NOC11 OSA1612016 D.tlI+dM rnednebr 1RH JRH 6vrtl b D.. Construction Approval May 6, 2016 Vertical Datum NAVD88 Plan & Profile Ocoee Crown Point Parkway D,eangxunx. C6.10 61�ee1 oI James Hoffman, P.E. P.E. # 75623M„„�a, DATE: Mar. 03, 2017 61975.00 6197500—PH2B—PP—H—OCPP DViG \\Mb\proj\Orlando\61975.00 acoee croon point\cad\Id\Planeet\Ph.s02B\6197500-Ph28-DT-FDOT.dwg E O u L ( IOW A d B Riser aS.. _ RlBusA� I l 0. CC.. L Type A d B Rlser� PerpWiarbr Bus A See SMlm A -AI a'P b _ L M flrtSsblB-BI-. E. •S Nero Bas + b '-!2 Lm SOlke PemJIINI 1-•T £uA YWq 1 I Refererce Nla 4 A B A145' P M111(wvlBPs BL S-0•IP' --- Puallel8usB IS,. Ss A -A) S/De Mf}eniro � I G /aYlbel Bus A Ablee A'pl AmlrmNe Fu TM• C. D b E 5' 0. C. OIM BPllpn NI<IS. See Imu Na ➢JL _ TOP SLAB REINFORCING STEEL DIAGRAM �s B Laa vq Ste Ssrlm BBI� TOP SLAB REINFORCING STEEL DIAGRAM $ Z'a J'-6'rTyp.l • 12'8 L BI � �` •4 O IP' Br P $ NPI,mroS1 ? y L°� �` vl� lNvl/mbl Burt B+ A TE' [wlayY A-1 �s S A ^CmHr<msAranO •S ii 4 d ISO Cunws Fw E a i y - Comers £u _¢ 6 6a V f-0' RnYprcaly Rlserslx ° �s - fi RMmmNa Plswsl e_ F� All 2Eilm•4 A r�� I�emae 'fAe"w 01ro 1Im € S -- 9sNlmrmorellRewwNro $ a 8a I I 7Em'vq I trRm RrN+m I _IrloSr<I. Trom�iNReimwmp 8# (See Nole � ms A/ Ate- ---I ALTERNATE A ALTERNATE B SECTAN A -A SfCTRW B'B >AVIE, Nan Ile Was 0%a+rkr e/ a 4 «IssNr (S �'`g+ ROTE, Pmke erlyd relNorceaml e¢1 tlde N cPAroenW N Im !-fi' bow llm Ia .cello fn J'tval.w «+>y%ravl to mll IAe mro oI rWlml in> .ner � rwa sae.la r. er ra arNAle rnrwmml re:. q /a epnrro as peke Ia I m+alr yelro la Ile ro N rernrn-mmnl pbe eW c0e+ng al ]' 'Sot sal Tm Slv' Ceb1.lO m INS Y<el, mafaam rpLr ss ruwea q IAe pninp. GENERAL NOTES Tay SYd Reln/aU IlPpeanbl8u A G B z- $, AT TfP SUB J I ' rglkml5n>r Rel li• i• %wlReln/wcrro ] \Saw x<y AOT£Hw /n Mar ley dIxm N/I a prNHM aAJM ro IN Fro%nee/a mp.al. p•Orarl SAesr FeY ;Laprwyr sawx ri' Ji' / � �q9q- rol F lQ.BOrron sbL Pernlav'ro AT fiOrICY SUB SLAB TO WALL DETAILS FOR PRECAST ALTERNATE WITH 8' WALLS 9-•4 .11 O /P' 0.C. •I 4 rem y Iz' C. sr. storms a Bra As RperH �i° vamr r corn •5 PerlpSeral Rernrm[menl 1 RelM riuceml L roll Reln/aa'ro I-S. SE,_ SPECIAL TOP SLAB* /. 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V IldkYsaa N reinrsrcesenr ae fcr erlar rrin/uaa mal-(n- bce 4 0 ro<Non➢sb rslllfale ren,sl(w aHem Ia alndNe rolls eV slue ae4w pees. IL S�rµ["Nr�arll�A ae➢Ia mer H'ue to a N[rAM Ica INaMrm q delayer oI pemal ea+uele mrH eclpl HW uem+l clm,W mils ➢v/ a flm6Asa r!/A wllt /n mmrabxe vlfA eNar AS.TY. Cmd !m If <i' e. EA- I rem Al av smN//mIH reprirH. rein/wmaenl rop etl al. r i�fwl u 0.ST.V. M. C=& 8 Marl. mtlr/Iq ware la elll0llml reel.T. cam It otrre rre ra more. me-INrd p Ia tore aml� al.lpJ e+LM•enl. IJ. Unys bmr lAm spei/lM tbxbe n%a a.11AHM al 1. milrNoh mlim _ m . u.l [mac p /lrro,. la anwfr/ N mlrrn .,eels. sv 4. I a+d /kor a4A IAkUreaa aV nrnlaroesnl ue !P prmal cE mtr In 9. A//aleel[PS WII are li'eln! eS uar ibm e<ap fro mils ,Mall. rImISAN al m olllllonl m11 ro IAe OeyulrYnl. Lu5<r AI/erMe TN lla[vrolrrolirl AlWmreBmllt .IlAv/mpP.a/Nlh p malrWbn. Tcp ad /Apr lab sally NCbss lT oweele. ele. Cmu<le m apsNlea a AS.TJ/. Cm8 r40..O Pan AS, leelln rHeQlkr slKNes amNa b➢p.0 a rNiva N M rs s <yarr a'rmlw mla my/¢N� Wei AS O6 u A9N CfrB. Harlsnnsel N d- dr Enpineer s m e qpIces h IAra L'�'es .ry. ➢f [sus fua Chss IImaurl< N pemsl IfesV mMed romps/iu, N pemirhaye s.dl(nG Pr¢aMlel ru la �ne� H. fro mW/e ud IvrJ/m .s lys. /w frmes oY mrers. mf. /w.apsre+mlary ae/olls see .Na N. 2a'. S AI armte11 Is AS.T.Y. A&5//&W dab FO steel, tllar n u de -A EO,helml Odra !.rare p Sleelw erne 65R9rra[a r�lreallalrk mr. aLSI1MN amMlro ro IMes No. Za'. T[fI L -1 -I� h- 1 l H SECTIN TYPE I Fa Ya 1, JSi Y1' I 2-PIECE COVER j / j^ TOP VIEW / i' r-o• d r-o• 3' WALL SECTION SECTION TYPE a Fu NO INws TIOes 1. 2. J, b 4 `f Pnlad d0[peuea Lmd 2�' /blte0 d De a vN ' /i.11fn L Ikle VO Hm-SLa SVIue MM TOP VIEW E' Ra6M d 0<PweO TOP WEN awlllml/p+ eelfer TYPE III Fm Ne robes rypa T L e JX' ^I 2' ft..Wl- xwferssN Sall BePlTa Bme rb2lm amrrrevllm Avser. 8Orr04 VIEW r- F. SECTION COVER FOR ALL FRAMES WEIGHT G� CASTINGS I raPExaa TVBruG I ,Po Frem Cww Trex YP ere Cwer I rSro.l Wbe Nsae Tplal 1 r rss Ix. w !m. Pzo Iv. rre w. P8) ua. +n IA<I P35 Na. 00 ILr. P2J IN. ,A Ito a ID W. ID Idc LiJ IEf. lID !.. TLO W 4A (..l GAS I IiTUIY F rwfrJ 1. Uar la r-0' prow. Ness ra 1-Piece mrer H.Hey -. Ia PW SLAB DESIGNS - SOUARE AND RECTANGULAR STRUCTURES (ALL SLABS 8' THICK - REINFORCING PARALLEL TO SHORT WAY AND LONG WAY) DEPBRTi WAY I DEPTH IW AY i i SLAB SLABDESHORT- RTiWAY OEPTHLONG-i AY I I DSLAB EPTH SHORT - WAY SCTH HEDULE SCHEDULE SCHEDULE SCHEDULE SCHEDULE I SIZE, J'-b'A BWUYITEo I I 9If16 a6 I I SZE, W, B' B 2I—-O B I 20.5'<S D e 2 <f I e I N I 2N-Q' F PB'O' I F I Y-If G I SME,f-0'a LW«WIrEB I I WZE,6't T' I SZf.9a9 I 20.5'<9 B 2o.5'eX I III 0.5'eS 0 1 20.5<J' D 4' 2 ,' I �'q o I I 4'•2' B I leA6• 6 I I I 96• 0 b< F I Pi.2d I td-Il SIZE, 5'.5' I I SIiEr 6'•8' I SMf, 9a7 ' 1 C 205'<T I 5'eS D 1 2 1 20.T <p B Sep SLAB DESIGNS - ROUND STRUCTURES LONG -WAY SCHEDULE SLAB SLAB REINFORCING W YS 1 SLAB DEPTH DEPTH THICKNESS SCHEDULE I SIZE,.r-S' 1 I m�y E I JY-tl G I I SIIE,f-0' 2 o.5 •J' E/ I 20.z'-40' a• c `<f a <Jz F I �,J G I I SIZE, 38'-0' 0.5'<J' F T<- I W-O OST DC E C e' I T@eX D gad C P6 <Td I ! J I )'<K' B C f<H• ,Y<y c I IF �eF_ N.TE• 0 E < ffi<S E I - F I I r4J D BJ'<Jr P ffi O c c I I SIZE, 5's 6' I I SIZEl 6'a 9 SIZE, 6'•0' I LO.S'�T C 20.5'eT 1 I 20.5'<]' D 2 O.SeT D WALL DESIGNS - RECTANGULAR STRUCTURE CIzaS'<d II 1 e' e• e rem I I T<rs' c r<r c' I VERTICAL REINFORCING �<p0 HORIZONTAL REINFORCINGI -fr',r 1 N-O F D 1 I-n''a E G pea, 11- �"' I F + I I I SCHEDULE I SCHEDULE SIZE,5'.r I I SIZE, T•, T' DEPTH I DWALL EPTH I SIZE+Z-0' I 20.S.J' C 20.5'<T S e12 1 I 30.5'eT I ]'<! E G 2 0.5'eS I 1 1 97Ee S-6A> SEE Ip/E BELOW B I I20.5'<d I I .11-4 I p' 1 I?-r I c a 1T Q 0 I 6<2-- D seta <IZ I I I I seal I I SIZE, f-0' 1 1 - �� IT<Zd I Pd-4V G BT 4P c 1T tl LIA'-O A 21J/ W B I I I I 2' 1 I SME, S'sC YZE, T'•C I I YZE, O-0• 2OJ'ed 20.5e1d D 20.5'<T E I 0.5'e5 E I I I- SME+S•.p 20.5'<6' IA 2/.rF<JS B G<d A' RI' 1 B E ]YM C s•<f I f n• 0 J'�f D I a I I I u..D I G 1 d P• A• 21JT-4O A I SZE, 5',11 I SIZE, 7'.r I I I T-D'A SIZE, IZ-0' C 1 20.5'eT - G I I III-SpE, 21.P<5' Ii0.5'�6' II• 1 0� I C JZ I I i I PS-!D F I I I Pro a �z�4v I G I I zelr-m A I: n•<r c REINFORCING SCHEDULE I I I g w F GENERAL AOrfs GRADE GO STEEL 5�, 9.0 /. SbD reroruttmenl /s mpgvhk /u rop. Nler,xdlale, eM mlAn skm. SCNfW1E 65 RE R9rnFABWL'1 1 2/JP-O A LIIS z. sl. erod ra �h rra.. «Mt'Aa Pm. rt Im ar,.m terse <� I I I I 1 t7-a F 1. VallhfP .11n ISVmsrM 1➢ 1. Im 11. .Ism 1. rw ro Ia I. N de !nler.ed;pre awb IP cacao du<S w I 1 9ZE Is la Imo: I>rolA N O a/r,RN< loll. > es ]•-6'<3• 8' ]Le wl.11, A. -1. ro arolb N /5'. I I oil seee tr41 <+ PO I. r Il al 114 fa dislaye .n<m rro al bier slab ro .Ilor 5. MallaMs e+ce.ira r.o. rtyhr a am[b/msiw,. M wryer aka 0� I 7 I . G 1 L7B Cavere d Erda LbyMias r➢ dare e• er(n. see 1• ' b peoa sent. Nal. J. Pvx L dw.e t` Ses reple FU Lwgk.%fe+ Ad .dji rYrmL�fAsrnlp rre darer Te9errvv I fbh r-6• yea , - Pr➢rae Aaepery Lay FuTaI90 L Grmre i � Z Vfm/xnlrlrq. 77 I-li•Lkl/ucrbv/ m'Jmsa O/ S-6'df01a.I Rrswie �� r-8YaaC.. SM SlruJve larl maw 4 S-6' d lOra. m SrmiPl &II 0' 0m/r BRICK O.R CONCRETE 1 Rbw"� I J' 6' d lOb. W N I'B f I. Ob. r-Tlpe a Tmez•H SECTION PRECAST CONCENTRIC CONE PRECAST ECCENTRIC CONE eea see E/e e<// xwe. s« Sae o< _ Oro:+ M TYPE 8 TYPE 7 H,n re no-rNM, ran rnwness Nate: l C Pcl< la ape I II, mrs. wWr oY mb alNa Lvlrce q.YrJr[d N aard-xe r a a➢erfrtmllw fu 1. Pule. ems a eye ./I as Obin ro a /¢wee m Ia mrrca mu pee /w /oleo. EYE BOLT AND CHAIN REQUIREMENTS poet III Eye L-1 lyallry L fle+vLs an6w T eons lYBI 4 I Pf.O• n• S L {ern I ! a ! s, ide ` Sere I ! 1 r I szrn 2 P O 4'-0' s 9P i-Sole /YBI S E O ! 0" Slae Slae d 5iae L sole I fa I 1_. R J' d- - I !-q sr,ae L §O,n I r]o NA !�• 3r,de a son PJ2 C Z-6' 01n I Ie / 2 -6� sloe F Syln Y 6' S/;Oe b Rio H POE-6' FIIA Clr. trole a'a Slae b 5➢a ]lmle rre< fwle - Clr. d➢le T➢One End dale P3J I F 1 J'-6' Slaeq SIHe b R!n 1 c I iw' rre S1. <mp 12]I I J I f-0' SIldr L Sp. EYE BOLT AND CHAIN FOR LOCKING GRATES TO INLETS Bwel NU-SM.-_1r PU AA- -.PM Pa,e. Fdm. C-1ro d PAmlrq Or U} sM.1 Rwwe R �. Cezasl P Prlml< mre mrwalp aw menrro Lo.p see Ax Pr¢e y4110e reawM ro swNI-Ilro N -111 Flall N Enlreye. Ile tlr¢Amloxae mlukl.l �I ��\\ ,' H'C PfOe, 45' aleml Ara SAGS arl S.Ip lnlpml Casl Nale, Cm; N ➢mll /lyllrya e'4 sm®rfplrodro a /rcwM In la a lP.lea. e, H➢. ATz rw Imnl o/dl arw. TEMPORARY DRAINS FOR SUBGRAOE AND BASE MANHOLE TOPS NOTES (TOPS) I. Yawe fro ne 7 amt was ➢r enu umfrele. eawrere m roeNnea a ASTY eye •q a mm Ica pemrl m;be ae< 6meral.1, NA J. z Yavcn� ry➢e r rm, � a </ mr� rre-PLsr w Iryutm. M ml,val teY a pemallMa �a INN p a➢iea. Fiore cad aW [P.Vq emlll. rl,.n Oro H ua. pier a lvelim m,. £rmea w» . mlaslsa .11n rem me ro ao- outer N bk+. J. YaYR It mVI�M u bkA wulrWl � u asvnle �rrmlittr. IN mmele atl sleelrelNa[eaenl WY � b me m Ito aWvlrrq call mll. An emennk a. •mm mre. f. Ymb�l� I is m sbwn mro9ieel J N 6 �llwl 5. AblfNlrm of emWe an rT,e a rw Jae rm rra T n ar�n pnirke Imr.lnrw, ern[mlma sro<n amre pre DESIGN NOTES I. YaJRIe kp ry➢e a YwH a optic... Ia plw rAm ae➢r. w!n me.. er a aYr.alma. FlNerfMk Vrm RaAllreO m danM sery / Pipe ro Slrmhue b1n1 P!q ro a paYaN mpmnore mM<. rypkar/mlim Mp Bollon SssS roe S1lV >r y Da. vprea 3� i' 6oam+aea HYerw. cam xp. 4 emoe A49wole z. za z P F!Iler Fauk AOTEe 9r-p .Ism equoplale fP orlaarale me Inle/ rOVa. Cwr / asry .11m /e a trrhead a Ito wnlrM, mll SUMP BOTTOM N.mrro. 2, dmr 1'Per FI. Pn.1 Iva. ! � Oswlmy r�eO,�ed . 'm 25 desuk<d �/ r %%/�ss8eroirq Zme. Nolen Berl ro asvhl p/ J• I smfCeaeM Yi+Ne w a0 Class [uuele. F0.R ALE sTRJCRWES UNIf55 ExC." dl $PEDAL OETUL ALL PIPE TYPES DRAINAGE STRUCTURE INVERT 0 ` X* 000 r '� vhb 225 E. Robinson Street Suite 300 Orlando, FL 32801 407.839AO06 Certificate of Authorization Number FL #3932 Ocoee Crown Point PUD Phase 213 Ocoee, Florida Ito. Randm on. Aped 3 llexlsedperOry&L3CLmmernt 03/03/2017 2 Rev,s WC^Y&Cmnrycpmnnl WRL=6 1 S,l t'Gryd O-8,= 05106=6 Otd9-Y Uedxd tr JRH JRH aara rw one Construction Approval May 6, 2016 Vertical Datum NAVD88 denyn Tmt Standard F.D.O.T. Details C9.00 Jomes Hoffman, P.E. P.E. # 75623 IAyRL Rrnm DATE: Mar. 03, 2017 61975.00 619750D-PH2B-DT-F00T OWG \\1f1b\pro)\0dand,\61975.00 ocoe¢ crown point\cad\Id\Plareset\Phase2B\6197500-Ph2B-DT-FDOT.dwg E i r6 b L PLAN _ L PLAN PLAN I Da. 1 T L +, j L L SECTKW Pf�C SECTION SECFION P Ya• wm a Ra sp•, NPw D P»< su., n.m..vgYP�•L T T w,'r N• Pw H. r: INLETS 211 Pw ,T r°V r•b• (lfl. I I TT PLAN 3E ir.Yr s-; �/-Yli • I � X.'�� I\Ii . n L SECTION TYPE 11 • ��6p a w�iYr6 n/f p/ T T i • ,�T �rmpx. � `�� - Ij• HALF SCTION CAST IRON GRATES TYPE C / TYPE E Appa.. w<yl1]s w. Ivv,. Bear 4D /m. CAST IRON GRATES I I � I I F t IN t;;h TYPEfC TYPE2D TYPE Ef a,m z•.yT E e•ry: ss Maw. w,gv.d sec rma,. resew rU. �PibV 83 /m. IUTre, sreelD,v/er er. Ree,nea m wur Iran r,°rbme sirs ero a xlel, .nue ere>c/. warn, rs a�ur2aea STEEL GRATES �,r wonr'r sbr,� ,rpr1115.y nr La vr« rnI GENERAL NOTES Y T%� fs /u,r»x4 yr P¢xvr rr Y.H, w, pa<,r/M wev ra w,rob Uq»Ltru. �, s6rxrro wr�rxv/a roga«uwe rrromPwq Nvw Wx/b ap Nut •reerec m Ma wry bN/r - ra.�xe,vH roer/«r«P aMys bewL� rYl'T1 *41a° �r r < ymamr« wMs.tao< mwaU'a,,' vapxwx, CEO MN .iewxwa w<qr.0 .'Jr .ra✓ xppm.pq.ag��; <ewr<brro�ec, rr/MamqeeI;,»p4r<,e.nDve P.<Mrtw OMavwa,Nxm. II I IM1 a/Mex/rrMr,wde«,�.r Ym•t.�.rDri v]i��L � su xrop x,.. wn/m ,v mc<r. ri<. Pw vm ,mr sn 1� - II <a,"�uwbIvrrmme� mn.,'v.bMrMertl l'. iI?• iH I S,a ery,gmem NgrU�,a TYPE we'��ev/.wm m')<wb.,meMie w`Am[rn paeW' row fyo<. f.yv rzs rs tsw,»m,r Wrpw /w lwn. mr�n<r,x.o re /r wv<e/s<W/. r.rr.r<rrxr<,arrm,,,Iwq»< ,.,.aw..N<4PP.a. O [r,.a-rle.w.rrr. }'� J2}' .x ✓.a»a,a< B< m<.,w,,:w,�i:.'r�D';:H w, r<a:.a r<Pm<.,x P.r,. asgnarob �m�wea wsrrra»Ewa e,e, e✓Haro„aU mom Sw Hsrrey, I ¢ 9. fw Apr,=w,vT atlu rn ,w,4m. �ro,Il rfaN� M I a.d TYPE H va Eroxrw Le, 2'el' w �e:P. bl r I 2' am 61 A a 4' Y-m C IF E P -1 —1 ero' D 1f-1 lF sD h e3' 1 e• Pi m r 06 PI" b• •za• 1 rD• cr r6• N rz11 .• J, ra .a 1 a' 0� 2j T Z-I' J 2•• P r r 6' ➢1 I f r2m B' 2 '}- I ai O,b S L f-0 '�I Hw_I !�• 4f Ism HP ,1 9A e' P I 6 .1 I I dT I x• r Olb J oab Jf /-0' f-6' r-ra• ru: z-Ptt 9i r r-0• gg )} J 6' a• Pd0 m s{_ a' .N I a 1 a• 4y b' 3' OJ4s T r a Y0' r0' rr 1 dx) ce• vi- Y-2'1 Ps• s1 N' I N• n o�n4 41 z-r r-s• z_c s6, ra• c..• r s• ssJ as( r-a• c'' rc rzt zJ N• a; N• 61 6s• 61" OP4 al YD' 6 %9• Hd' Jb(( E4• I r 2 OL4 s Y D' H�6' r�r I P P9' T/p 9q N )i e. I GENERAL NOTES I I Dw' rr � I �% rl•H SECTION AA srD.svr fusee FLARED END SECTION SECTION BB rs fw rs Ys� PMP� \ r"G M Yv,<U< Ar• VIA cM I r l.e n- / t Ftrq w,xfrw, x+v,m✓a,. rov4, ,.aasry ns.nn rs: <.«Hro+rm en<w+w w,<rNarl----, � n�wWarxae9ermr ti,wm a ✓rMr wa we w /.e meet a,brr. , 'i;<pM,`rrer"0B a <'r«�":<a`an <m' ,aD nr. sw a..ra, rw rota w,exrw w,;ro a:m„a, arrr re„ �, e�aaNN,aapoaro,Ma,s.Dm.«DP:«m. e. re.«„ne, «I.er, rM rtrq xd,m.a wa w ap wn,n,.r M wr q rM rolww rm<r w<a aM•.be mww^x xW,,. ie rM r<wre.e,n a smro, was a IM sxad spervarm, rD�nw wI✓L FaNWs�MfWev,.uWaa ee Wuva, Palm wn,al mr,errY,romxe Uq rn �Ivrrya o�'w°er;r� rrnn«rrngb w,M ,w>re<ra rM /a.q .-e.eerw. xrN pb,l� sere. s...... a <Irr„� y;r,'pllw ea IM Nnrrve R✓N,. ��<, p ��.. d � e m ,Y, er.,,� axamr.w <r�.rroMr.-r..v.amrM m,rRr wr wcr /w rM rtr<r rm,m.e,. a mr,gBq srorap nmrU ra rn rM sw.r«d sarm Ynvre rmNxlM ,blesP�N x'IM m�lra-1 Wlpw /r I e�qp eherl. r > mve a w<eanl zr« m.wlrm�nrrn<r.rer,w.^e,n<�✓wmr�,+.,, e<,�gri ream Piv�w. r«snow am a,�+.PKv err.+Cau Trove,eWpa r/M m,mv wlp a elr r¢rcrq,:aal. . rnexar,leerroM rwJrq» p,rar« nit 4.mUnga«oN ,,a�ItreNN�eYa«ersgxr»e .Ile rMp taDW. Ewe ,Rut Mal D.Ftrq�efi.��rom,ea,p�a✓,M�r,�wrpw,wr4.gDda.�rv,r�.,N. sm,ro wrrm » eau<.rro uw. w. m, eel pa rw Ywr IM m,nwa mnpw rw save s. sxs� ,1� _ w i DESIGN NOTES +we'r;r, rror/aq J 7PrT/7 ��/ / .e.ra er r mo n. ,xPr wrr,K,rm '�b.rz•ears•rtrq ev �'w�:�"e<r>r`r•<arzrre "b°w,°:r`�,'vqu �w;err,.a,wa.:.»,,,w ar. a,a c� xe m,ar :an v rM .law,°."' j i/iI J1$//-e�� I 1 � I� �� P4•q w,vav w, .+l weroea /w,H. e.a mrx�m,w. Y, »r Ue� ern eWl M U erere DM rcaa'Iru aa/w Ny.Y ewM mru ,q eve tNd/la,ba a,p»�»x. we ro « n m rse pals. SECTION CC C END WEV z r« �4 par b gN.rw<.w ere wluprq w,Nh a ew,rr. w,ar N« we .n rro/ ✓«n: m:., �. ,w„arep,rrN�r�e ern,po.unrb pwaq,ereep•r++erxe»rDq.va mrr/ra lore p.ueV sab REINFORCED CONCRETE JACKET DETAIL /xc �xr<, rr« ¢ sP,mlrmlAma f tl os0'ow �-•- A j'Pf.d 1 6 Ynx. C— M" T1aRe11 b' + filer sl<er. B 6• } B L `I t I m-o• LA PLAN (INLET TYPE 2 SYMMETRICAL Amur f ) xle/ r1H , 5},.errrm/ADvr r A Ed°Pa�F' A F A See sW Rex/pcap YDx. Cwv Debi TN, SMeI. + �a b r mr<r B 6• 8 L I a • J I D s-o• J I L_A PLAN (INLET TYPE 4 SYMMETRICAL Aawr fl T° Be Po%a ,fN/I 0/ /nlel CaunINM ae PoN T° Be PoH UNI, 0I role/ Cwl, Jh, T Be PoW I• Fw A, C.b O. Fw 4C.L 0. fp A, C.b O. Y T T I r-m I d-0• J•-o• I ra• I -I- -I .' rimer hOv. Dnler �� Trmr. Osier /spa. Trov. SECTION BB (INLET TYPE 2 SYMMETRICAL ABOUT fl SECTION BB fINLET TYPE 4 SYMMETRICAL ABOUT fl r-b it � •i !E }b D xo�i or: � 6'fnr eleI YO• �� g• bkr. I6'I Y 6• 16 IF COvele m F--f H' F I DIMENSIONAL SECTION DIMENSIONAL SECTION INLETS TYPES NAND 2 INLETS TYPES 3 AND 4 F -A ! F S� •6 Bas O 9' �4 •6 6r, r � •6 Br, ems N n.e l Fme a aver •s er, o r I-Lp\s• D uw<re ssw a,l INLETS TYPES IAND 3 € fbA •6 Bm,a 9' 5� •fi Bar, �g Bzr M CUD •fi Bars _ Fme or ove •6 Brs O 9' LA 5' a Cmrrele S.pwl P«I INLETS TYPES 2 AND 4 SLAB REINFORCING GENERAL NOTES /. rM rinrNN O•cda W s U IM Nb, I p mJev rlfn IM rrnrsM)� f rk°e pA �. ar'iM pRos/N e, ms x m w DWer. 2 Y� <I I,vJtl m e One, serer b f, �I m° rMre nmesar• rW,1 PM /nlfl «h;��?M,f. Be+I rrrNrl.en MM /. • ,. Al, rl«Iln wN hq �„Me nhv, mlp We„ IMnH< Vern. Nr I bPs tml %l ellhr oulln-Psi< ,.T pwnma arer las r,Frr r. z.J b,ro/ u,rlrvlM ri/D bOl Opieb x nP abD reylrea. s Fp ofplmaapl arorH se. xr,r Nv. m. s. ay,ord mruer. a,Mwl0.asl rnI M �<Axbe. i, iMm sore/, we /pb wm rnl Due Oro W/wi sE 9' b' r{' D}' •fi Top Br, o'N f. Louse v„xe U Oelesin+n mpsrivlr ./ere pm,rm,. B. Fw sl,Ua✓e mNuss see Ode, My an. r-nl)' JI •b Bsllm Bws 9. ` le/ b M pax rp Wes IM cm,roUW, pt« /w »leis CVDI r /,/U-1.ErA U Bore y,Dr,ss ^ ry grlly i &( F� r 6' SlrwMe 8,11on Stow •b Bwr µless /Bt f f-0' SrrWve flr,lm •6 Bw, 0 6 Bra O 0/Mnl, Srarn • 9' Clrx 6 9' ]' 9' Clrr. 9' 6' )}• ){' •6 Bps a 9' Clrx I �H Brs e 9' Clrs. _ 6 Barr o 9' Clrs. '6 Ass �~� I •6 Bms I� ff •, Br, .) ^6 •, mrr I a ear, r. e• crrr. Bosh nays B,/I•wgs I / -'r'6' •, Brea o a' Crrs. •, Brr a b' Clrs. •, Bp, O B' CDs. 1 1-6• D,.mnw I !-0. 0.'aeerer 1 I ..I REINFORCING SECTION REINFORCING SECTION DIMENSION & REINFORCING HALF SECTION 3'-6' DIA. STRUCTURE BOTTOM (SECTION AA) 4'-0' DIA. STRUCTURE BOTTOM ISECTION AA) TYPES A & E CURB (HALF SECTION AA) (TYPE E GUTTER SHOWN) TRANSVERSE SECTIONS FOR INLETS TYPES Ir 2, 3 & 4 Fwr°roa/lm / r2T R a As shDm a P,u j.Rq. 1- - I • b.s 6 r D• A 6 P ��P I £roNDID I/fro OI MD ..z.yL I� �C {'Er0. xmr =LI rw��)J'sro. ��Yr T—�{--�/ �sII•T , I, 6'Yrnt r I I f /e I T- L-A C I Y-]' I EWr Or PIAB OIP Or PM. Ell, OI Purl. P1AN f EWe Or fbl. PUY vmlD area TYPE E DID ere erns ".r- •] ], r PLAN r-„• r,z. rep or D.D� z" I rro a are ` I rm a we � f �•{-T"—'f~j rro a Die �, t-1 - i� e % Ones/ anml aner� Dnrer� �I��P'�T'sro. iPie )r sro. �P 6. PR'l�l(f P/#,IF PAY/LE PBO%fE it ' I�6"Y;n.r o '' II • FLARED END STRAIGHT END FLARED END' STR,IIOHT END I s•-0• I CURB TYPE A CURB AND GUTTER TYPES E & F SECTION AA TYPE P I- CURB AND GUTTER ENDINGS f-b• nn• r-z• MODIFIED F CURB _ b Fqx Tv D• r'P• Be Amre LUp pl pnrp SUrece'v yP OeprD ar Scwzr N F�Ph I tl -T ran I I ]f'v°r.-I ��E� ]I•v,,..-I �r aNh or se.on a N/N sw: rD 6: Fsa non up a Y � .^'( _ rAP )1. 51a. SIP >I•Sre. O'Vln. L�1 5'Wr. O'Yln.MDLW1 F 1r 6' Yln.'l I '1 I�6• Vrlt� r 0' ViT. r J. 0' V/n Hkge Vrle, a s-0 Na I Y O TYPE E TYPE F / ' he Tv M Po/0 lw u pp-enl uL DepII Cr Swul� \FrNrbe MI. SECTIO/l BB DROP CURB Fl ¢1•v%>- 14• H/psVa Slather Lxe� r`1P rr'Trr •"-' -( I b", Ep1D Bere r Y wr Pevem,/ 0 AVU/es ro miD Np,, Ivr rr3es a p P.1". 1. roP r-�• _ r ax _ I 1 I SHOULDER GUTTER efyr<r ro w,H,r onlw mh rMre vero+N y none aN. sPron, smvM M Oman vmm� ra/.r PnrcrW rlmx x.e Y.r Prefer x„r.rr. CURB AND GUTTER AND TYPE A CURB CONTRACTION JOINT IN CURB AND GUTTER ADJACENT TO FLEXIBLE PAVEMENT �1I�f' 1��1-6•�I^. , 9 i];-6. , xrn, 5mla SHOULDER GUTTER prom a se.w oru/aY+� �9 r A — SECTION (1j7, F-JrY,n �L%/�f��y` L J tBwrNe eprrN. ` VALLEY N CC 5p<o'/rcd m TM Pha � �Pdeem/ Y//O/7Tif� � 1 � iI anw Hne�r VALLEY GUTTER r TYPE A a VAm wee m Np, sk, rr Isufvafs. IM pus aiye a IM -a �) iP TYPE B TYPE D r AM pre/erw,/mbl lM pus,BPe U/raffanlsxr<Mn. �� PrMelwlvH brnxl^IFlllvO rM INun<xs a IM f+p was b•. mn„ arMrrb. w.;, I e J, ' CONTRACTION JOINT IN CURB ❑ ApYI<, ro men xps .<r roe rM.s a,..xenr, rot aae wee. Q A,lafe mllre 4K/rro ev Iml mnbq , c( Wlornl °rrmaN Pn'•' m°rr rnp. x« rr far IB6 « EXPANSION JOINT BETWEEN GUTTER AND CONCRETE PAVEMENT TYPE RA rear , - we oqp lv mvefe w /re,wr ,ol. Fw ereexylbrreQeepMkrM40em wpp0rre0gb fpwamlml roW/rualroUeeNfs ✓OeA2'<bnlw. axlme ONl•gs rm dr/a/ppvV. , rgle. tnr ff ,. fw uD. pn/er wd eve b GENERAL NOTES T/E•-S Eluxxnl.pw1r10W1 -11«/p CONCRETE �' m,rrmJlm foxla vl Oemferr rra,.A CURB AND GUTTER � Y I corr°rrfm A,rm, wfzM/ /° ow.n ,wrrmr o, rsa.^4 oro r/ar oerD p. a Sm: sbpe M -. M IM ppe.rnr fab,s. rIIA Inlbemkle IanN rrJ ro eaeq O[mhrs. OrO. nl Merenl "=-yl 1'R ASPHALTIC CONCRETE CURB Mla e-d are b pNlr er,wlan J°lnls abll M Wareb A ecadaxe rllD JK/Im xmrsKl 1'R�T`�'-'I xmf star .-€7 �x/^, smr s-0 szDNlM srwgJd a D —1 ,Peenl z. Eras a arm rape., Oq wn rmr ro,.ry MyNr m r. P s^ §Naar it rzt- Y"'I i•i�..'—i �'�z •j—'z all Ll cx. Pen. z• urn. P/Naraee xx/ Frlr E' ra xm/ Are � � • b� I -/" I I g TTI• Prefway JeAl Filler }'Er0. xblAro �� I Fw derv/n aepmR,/ro7HJ,re A/sN10 TYPE B Pnlarae baf Filler I e err,.. I7 1'P:M galran/ , Bws. ra' Ipp — rronNePa'TYPE A TYPED s /�/ar \R.r� rr Pwc al y z'-o' H°le, Fm we gja'ml I° tevel< w fnxae pewvmr, mrvele sm,n. Erse rm fa/nr, EO°IO' �°°0 las nor malty,r,Kl we remnm Mfrem evm ev zwNe p..e.mrmn. ne axrrarceerHN. TYPE'B'CURB m CONCRETE CURB CONCRETE BUMPER GUARD (rdlAlAl CURB) V .O 225 E. Robinson Street Suite 300 Orlando, FL 32801 407.839AO06 Certificate of Authorization Number FL #3932 Ocoee Crown Point PUD Phase 213 Ocoee, Florida No Rt+i6en Deb Appel 3 ROriIMW0,Y&CIOJ menr 03A13f1017 T fievised per Cly&Cwnry cwmanr 09/pl/H116 L bud" Gryof Ocoee&OCU 06N6R016 D"""'by Owaee Dy JRH JRH Construction Approval May 6, 2016 Vertical Datum NAVD88 ar2rarp rm• Standard F.D.O.T. Details C9.01 James Hoffman, P.E. P.E. # 75623 DATE; Mar. 03, 2017 61975.00 6197500-PH28-OT-FDOT OVIG \\1hb\p11j\Orlando\61975OO ocoee croxn point\cad\Id\Planset\Phose2B\6197500-Ph28-DT-UT.dwg G O u .s; s ORANGE COUNTYUTIUTIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL APPENDIX STANDARD DRAWINGS GENERAL DATE: Feb=ry 11, 2011 BEDDING AND TRENCHING-TYPEA FIGUREA101 TRENCH WIDTH VARIES I FINISHED GRADE W/SIZE OF PIPE I COMMON FILL SELECT( FILL BEDDING E $N � m F- U W w tz z y rc 7 F- N \y INITIAL BACKFILL w F So Y � : HAUNCHING I w ^ 1 ww BEDDING w O (SEE NOTES I` 8 8) Z j'/�L UNDISTURBED Et. d NOTES: 1. INITIAL BACKFILL SELECT COMMON FILL COMPACTED TO 95% (98% UNDER PAVEMENT) OF THE MAXIMUM DENSITY AS PER AASHTO T-180. 2. TRENCH BACKFILL'COMMON FILL COMPACTED TO 95%(98% UNDER PAVEMENT) OF THE MAXIMUM DENSITY AS PER AASHTO T-180. 3. TYPE A BEDDING MATERIAL SHALL CONFORM TO FOOT NO. 57 AGGREGATE. 4. 15' MAX (12' MIN.) FOR PIPE DIAMETER LESS THAN 24- AND 24- MAX (12- MIN) FOR PIPE DIAMETER 24' AND LARGER. 5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. 6. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF THE FLOW. 7. BEDDING DEPTH SHALL BE 4' MINIMUM FOR PIPE DIAMETER UP TO 12' AND 6' MINIMUM FOR PIPE DIAMETER 16' AND LARGER. 8. DEPTH FOR REMOVAL OF UNSUITABLE MATERIAL SHALL GOVERN DEPTH OF BEDDING ROCK BELOW THE PIPE. UTILITIES SHALL DETERMINE IN THE FIELD REQUIRED REMOVAL OF UNSUITABLE MATERIAL TO REACH SUITABLE FOUNDATION. 9. FINAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMPLIANCE WITH ALL APPLICABLE REGULATIONS OF GOVERNING AGENCIES. SURFACE RESTORATION WITHIN ORANGE COUNTY RIGHT-OF-WAY SHALL COMPLY WITH REQUIREMENTS OF RAN UTILIZATION REGULATIONS AND ROAD CONSTRUCTION SPECIFICATIONS. ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL APPENDIXA STANDARD DRAWINGS GENERAL DATE: February 11. 2011 BEDDING AND TRENCHING -TYPEB FIGURE A102 TRENCH WIDTH I VARIES I �FINISHEDGRADE W/ SIZE OF PIPE COMMON FILL FILL UNDISTURBED EARTH (SEE NOTE 3) NOTES: I 1. INITIAL BACKFILL AND HAUNCHING: SELECT COMMON FILL COMPACTED TO 95%(98% UNDER PAVEMENT) OF THE MAXIMUM DENSITY AS PER AASHTO T-180. 2. TRENCH BACKFILL COMMON FILL COMPACTED TO 95%(98% UNDER PAVEMENT) OF THE MAXIMUM DENSITY AS PER AASHTO T-180. 3. PIPE BEDDING UTILIZING SELECT COMMON FILL OR BEDDING ROCK IN ACCORDANCE WITH TYPE A BEDDING AND TRENCHING DETAIL MAYBE REQUIRED AS DIRECTED BY UTILITIES. 4. 15- MAX (12- MIN.) FOR PIPE DIAMETER LESS THAN 24- AND 24- MAX (12- MIN) FOR PIPE DIAMETER 24' AND LARGER. 5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. 6. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF THE FLOW. 7. FINAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMPLIANCE WITH ALL APPLICABLE REGULATIONS OF GOVERNING AGENCIES. SURFACE RESTORATION WITHIN ORANGE COUNTY RIGHT-OF-WAY SHALL COMPLY WITH REQUIREMENTS OF RIGHT-OF-WAY UTILIZATION REGULATIONS AND ROAD CONSTRUCTION SPECIFICATIONS. ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL APPENDIX STANDARD DRAWINGS GENERAL DATE: Febmry 11, 2311 THRUST COLLAR (160 psi) FIGUREA105-1 WATER AND RECLAIMED WATER MAINS TRENCH LIMITS (�< 94 BARS a 6- O.C. ALL m ) ( AROUND (MIN 2-CLEARANCE 41 ( AROUND PIPE) MIN(TYP) =~ I A TIE RODS (ASTM A307 B) INCLUDING NUTS AND WASHERS 4' X 4' X 1/Y STEEL (SEE SCHEDULE BELOW) BEARING PLATE -y I---C rMECHANICAL (TYP) 1 I I JOINTS #4 BARS `�i�-�(��- UNDISTURBED �\/�/\/� EARTI'i--__,Y\ a i�'i i, / ENCASE TIE RODS IN ��D (9'-0' MIN) VI. TRENCH DETAILS 1-12' PVC SLEEVE 3- COVER I FOR PIPE BEDDING REQUIREMENTS NOTES: SCHEDULE OF DIMENSIONS AND MATERIALS 1. ADDITIONAL REINFORCEMENTS SHALL BE AS SPECIFIED BY THE ENGINEER. PIPE 2. MINIMUM COMPRESSIVE STRENGTH SIZE DIMENSIONS (FT.) TIE RODS REO'DI FOR CONCRETE SHALL BE 3000 PSI. (INCHES) A B C D DIA. NO. I 3. BEDDING, BACKFILL AND COMPACTION 6 2.0 2.0 1.0 314 2 I SHALL BE AS SPECIFIED ELSEWHERE II 8 2.5 2.5 1.0 314 2 1 THE STANDARD DRAWINGS. 10 3.5 30 1.0 314 4 1 4. ALL FORM BOARDS SHALL BE REMOVED 12 5.0 3.0 1.0 314 4 1 PRIOR TO BACKFILL 18 6.0 4.0 1.5 314 4 1 5. NO ALLOWANCE SHALL BE MADE FOR 20. 8.0 5.0 1.5 3/4 6 I FRICTION BETWEEN THE PIPE WALL AND THE THRUST COLLAR. 24 9.0 8.0 1.5 3/4 8 6. DESIGN PRESSURE: 150 PSI- ^7T'w N'TO�OODONOF 3%D LB&SF-RESIRP1tR0EN- 7. REQUIRED FOR LINE STOPS. ORANGE COUNTY UTIUTIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL APPENDIX STANDARD DRAWINGS GENERAL DATE: Felxw,y 11, 2011 RESTRAINED PIPE TABLE FIGURE A104-1 WATER AND RECLAIMED WATER MAINS MINIMUM LENGTH (I TO BE RESTRAINED ON EACH SIDE OF FrmNG(S) PIPE SIZE TYPE PVC DIP 1 8- 110- 12- 16- 1 20- 24- 30- 36- 90- BEND 25 36 46 55 64 65 77 89 105 120 45- BEND 10 15 19 23 26 27 32 37 44 60 2242- BEND 5 8 9 11 13 13 15 18 21 24 11-114- BEND 3 4 5 6 8 7 8 9 10 12 PLUG OR BRANCH 53 74 97 117 135 138 166 194 231 265 OF TEE VALVE 27 38 49 59 68 69 83 97 116 133 REDUCER VARIES BY SIZE; TO BE DETERMINED BY THE DESIGN ENGINEER. NOTES: 1. FITTINGS SHALL HAVE RESTRAINED JOINTS UNLESS OTHERWISE INDICATED. 2. INSTALL FULL LENGTH JOINTS WITH TOTAL LENGTH EQUAL TO OR GREATER THAN LENGTH SHOWN IN THE TABLE. 3. WHERE TWO OR MORE FITTINGS ARE IN SERIES, SELECT FITTING RESTRAINT LENGTH THAT YIELDS THE LONGEST RESTRAINT DISTANCE. 4. ALL INLINE VALVES SHALL BE RESTRAINED. 5. WHERE INTERNAL RESTRAINED JOINTS ARE USED, THE ENTIRE BELL SHALL BE PAINTED RED. 6. LENGTHS SHOWN IN THE TABLE WERE CALCULATED IN ACCORDANCE WITH PROCEDURES OUTLINED IN'THRUST RESTRAINT DESIGN FOR DUCTILE IRON PIPE` GUIDELINES PUBLISHED BY DIPRA, USING THE ASSUMPTIONS SHOWN BELOW. WORKING PRESSURE: 150 PSI SOIL DESIGNATION. SMISANDSILT) LAYING CONDITIONS: 3 DEPTH OF COVER: 3 FT SAFETY FACTOR: 1.5 CONVERSION FACTOR FOR PVC PIPE: 1.26 THE DESIGN ENGINEER SHALL INCREASE THE VALUES IN THE TABLE AS WARRANTED BY SITE -SPECIFIC SOIL DESIGNATIONS, LAYING CONDITIONS, PIPE MATERIAL, ETC. FOR DIP ENCASED IN POLYETHYLENE, INCREASE THE GIVEN VALUE BY A FACTOR OF 1.25. ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL APPENDIX STANDARD DRAWINGS GENERAL DATE: Febnuary 11, 2011 GATE VALVE AND BOX FIGURE A107 WATER AND RECLAIMED WATER MAINS SET TOP OF VALVE BOX DRILL HOLE IN BOX TO FINISHED GRADE 3't k FROM TOP LOOP WIRE (SEE NOTE 4) FINISHED GRADE` VALVE BOX PAD A (SEE FIGURE Al 12) COMPACTED SELECT �� - ,. ADJUSTABLE SCREW COMMON FILL - -_ TYPE DUCTILE IRON VALVE BOX I SEE NOTE 2 ALIGNMENT RING LOCATING WIRE RESILIENT SEAT M J GATE VALVE V �7. WATER MAINS ,C?v°'jsy ".p-� OR RECLAIMED Yff I � WATER MAIN 6' FDOT #57 VALVE BOX SHALL REST ON STONE BEDDING ROCK NOT ON VALVE OR PIPE AND SHALL BE CENTERED ON OPERATING NUT NOTES: 1. PVC PIPE OR DUCTILE IRON PIPE EXTENSIONS SHALL NOT BE USED ON VALVE BOX INSTALLATION. 2. THE VALVE ACTUATING NUT SHALL BE EXTENDED TO BE WITHIN T OF FINISHED GRADE 3. PROVIDE A PLASTIC DEBRIS SHIELD/ALIGNMENT RING WHICH INSTALLS BELOW THE VALVE ACTUATING NUT. THIS SHIELD SHALL CENTER THE RISER PIPE BOX OVER THE ACTUATING NUT AND MINIMIZE INFILTRATION. 4. LOCATING WIRE SHALL BE CONTINUOUS WITH NO SPLICES AND SHALL EXTEND 12' ABOVE TOP OF COLLAR. WIRE SHALL BE COLOR CODED TO MATCH THE UTILITY INSTALLED. 5. FOR NEW CONSTRUCTION, THE VALVE BOX SHALL BE ADJUSTED TO MIDRANGE TO ALLOW FOR FUTURE BOX ADJUSTMENTS. 6. REFER TO FIGURE Al 11 FOR INSTALLATIONS AT A DEPTH OF VOR GREATER. ` 000 0- hb �� i 225 E. Robinson Street Suite 300 Orlando, FL 32801 407.839.4006 Certificate of Authorization Number FL #3932 Ocoee Crown Point PUD Phase 213 Ocoee, Florida Nn Nrfson DaY APWd 3 ffeWaM pe,Gry &OCU camenc 03.93/2017 2 1 SuMmdoO,Gryyof VnCan&ry N, 00511062/01166 D""-q -M JRH 1RH Construction Approval May 6, 2016 Vertical Datum NAVD88 aawrq raa General Construction Details C9.02 James Hoffman, P.E. P.E. # 75623 ncjen Nun6.. DATE: Mar. 03, 2017 61975.00 6197500-PH2B-DT-UT.DW'G \\vhb\Praj\Orland0\61975.00 ocoee cronn point\cad\ld\Plan5et\Phose2B\6197500-Ph28-DT-UT.dw9 E O u s s ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL APPENDIXA STANDARD DRAWINGS GENERAL DATE: Feb—ry 11, 2011 WATER AND RECLAIMED WATER SERVICES FIGURE A120 (TYPICAL) CENTERLINE a 3 � 3 LLOI SIDEWALK (TYP) p =I STAKE NOTE 2) STAKE x:I (SEE (SEE NOTE 2) GRADE rSTANDARD ROADWAY ��CURB CURB STOP 30'MIN (SEE NOTE 1) I CURB STOP (SEE NOTE I) �PE TUBING CORPORATION STOP(TYP) NOTES: 1. CURB STOP SHALL BE INSTALLED ON STREET SIDE OF THE SIDEWALK BETWEEN SIDEWALK AND CURB, 2. CONTRACTOR TO LOCATE CURB STOP BY PLACING A 2' X 2" SQUARE STAKE RISING 24' ABOVE THE GROUND. TOP OF STAKE SHALL BE PAINTED THE COLOR OF THE UTILITY SERVICE AND LABELED WITH THE LOT NUMBER(S) IT SERVES. ..`h i;mvhb 225 E. Robinson Street Suite 300 Orlando, FL 32801 407.839.4006 Certificate of Authorization Number FL #3932 ORANGE COUNTY UTIUTIES ORANGE COUNTY UTIUTIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL APPENDIXA STANDARD DRAWINGS GENERAL APPENDIXA STANDARD DRAWINGS GENERAL ! _ Driveway DATE: Feb—y 11. 2011 PERMANENT BLOW OFF VALVE, FIGURE A1224 DATE: February 11, 2011 TEMPORARY BLOW OFF VALVE, FIGURE A122.2 I MANUALLY OPERATED, WATER AND RECLAIMED WATER MANUALLY OPERATED, WATER AND RECLAIMED WATER I IV LOOPWIRE DRILL HOLE INBOX (SEE NOTE 4) 3'1 j' FROM TOP Right -of -May DRILL HOLE INBOX SET TOP OF VALVE BOX Llne Ocoee Crown Point PUD 3'tj-FROM TOP TO FINISHED GRADE LOOP WIRE I ___ _ 'X - Phase 2B (SEE NOTE 3) VALVE BOX PAD VALVE BOX PAD 2) SEE FIGURE A712) \ (SEE FIGURE A712) \ SET TOP OF VALVE BOX ( - TO FINISHED GRADE FINISHED GRADE � � ♦ Ocoee, Florida FINISHED GRADE` IG wu nw.d ADJUSTABLE SCREW TYPE ADJUSTABLE CAST IRON - _ DUCTILE IRON VALVE BOX _ VALVE BOX - - - - LOCATING WIRE r BLOW OFF VALVE LOCATING WIRE , _ ASSEMBLY PER RESILIENT SEAT BLOW OFF VALVE a Re4,ed FarGryaocu �aa..wm o6n)aot7 APPENDIX D M. J. GATE VALVE ASSEMBLY PER 2' IRON BODY GATT � \ APPENDUCD �urb 6 Gutter z IteJ.:ad pHGy&Cwnry<onmear 03N1/1016 VALVE TI SQUARE VALVE BOX SHALL REST / OPERATING NUT ON BE ROCK NOT'+ � ; 1 Suhdt to Gryof Ocore.000 a6N6/10y ON VALVE OR PIPE AND Roadway, W rn.d:a M BOX SHALL RESTON BEDDING SHALL BE CENTERED ON - JRH JRH RONL'(NOT ON VALVE OR PIPE) OPERATING NUT — wwwa rw piVla v — AND SHALL BE CENTERED ON .-h.. - - °-D OPERATING NUT - Construction Approval Y 6, 2016 - - (D ➢rlvewny- approach and sidewalk 6' Thick - fc' _ 3,000 psi @ 28 days, 6' x 6' wire mesh F !\\ p Sidewalk. 4' Thick - fc' = 3,000 psi @ 28 days Vertical Datum NAVD88 \-6'OFFDOT#57 Q Expansion Jolnt� bituminous fiber board material � Tp� RESTRAINED JOINT 6' OF FDOT #57 STONE WATER R OR RECLAIMED M STONE - 112' thick and full depth WATER OR RECLAIMED General Construction WATER OR RECLAIMED WATER MAIN - Q Constructlon Joint. tooted, dummy or sowed <I' WATER MAIN depth minimum, spacing equal width of sidewalk) Details Approach Transition- Flair 3. - Curb shot( be dropped IF not mountable NOTES: NOTES: Notes- 1- INSTALL MANUFACTURED BLOW OFF BOXES AS DEPICTED IN APPENDIX D. BRING VALVE 1. FOR USE AT PHASE LINES OR TEMPORARY TERMINATION POINTS. - BOX TO GRADE AND INSTALL CONCRETE COLLAR. 2. LOCATING WIRE SHALL BE CONTINUOUS INSIDE THE VALVE BOX AND SHALL EXTEND 12' Curb shall be dropped through driveway with 3' 2. FOR SEAT PERMANENT WATER AND RECLAIMED WATER DEAD -ENDS, SUCH AS CUL-DE-SACS. ABOVE TOP OF COLLAR. WIRE SHALL BE COLOR CODED TO MATCH THE UTILITY trnnmloHons each end o driveway or 3. LOCATING WIRE SHALL BE CONTINUOUS INSIDE THE VALVE BOX AND SHALL EXTEND 12' INSTALLED. table b. All wooden stakes used In Form work to have 2' ABOVE TOP OF COLLAR. WIRE SHALL BE COLOR CODED TO MATCH THE UTILITY or more of concrete cover. INSTALLED. C9.03 QDrivewov APeroach Detail N.T.S. aw.. Pa'0a6 —1 ar James Hoffman, P.E. P.E. N 75623 ny.nwv�xr DAB: Mar. 03, 2017 61975.00 6197500-PH28-DT-UT.DVIC \\Mb\proj\Orlando\61975.00 ocoee cram point\cad\l0\Pla,set\Phose2B\6197500-Ph2B-DT-UTdng E O u .s; s ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL APPENDIXA STANDARD DRAWINGS GENERAL DATE: Febraary 11, 2011 PLUG VALVE AND BOX FIGUREA109 WASTEWATER LOOP WIRE (SEE NOTE 4) DRILL HOLE IN BOX SET TOP OF VALVE BOX 3't }' FROM TOP TO FINISHED GRADE VALVE BOX PAD �(SEEFIGUREA112) FINISHED GRADE-- ADJUSTABLE SCREW ' ' -+COMPACTED SELECT z TYPE DUCTILE IRON - - COMMON FILL VALVE BOX _ ' PLUG VALVE LOCATING WIRE ALIGNMENT RING 6" FDOT#57 STONE UNDISTURBED - EARTH NOTES: 1. PVC PIPE OR DUCTILE IRON PIPE EXTENSIONS SHALL NOT BE USED ON VALVE BOX INSTALLATION. 2. THE VALVE ACTUATING NUT SHALL BE EXTENDED TO BE WITHIN T OF FINISHED GRADE. 3. PROVIDE A PLASTIC DEBRIS SHIELD /ALIGNMENT RING WHICH INSTALLS BELOW THE VALVE ACTUATING NUT. THIS SHIELD SHALL CENTER THE RISER PIPE BOX OVER THE ACTUATING NUT AND MINIMIZE INFILTRATION. 4. LOCATING WIRE SHALL BE CONTINUOUS WITH NO SPLICES AND SHALL EXTEND 12' ABOVE TOP OF COLLAR. WIRE SHALL BE COLOR CODED TO MATCH THE UTILITY INSTALLED. 5. FOR NEW CONSTRUCTION, THE VALVE BOX SHALL BE ADJUSTED TO MIDRANGE TO ALLOW FOR FUTURE BOX ADJUSTMENTS. 6 REFER TO FIGURE A711 FOR INSTALLATIONS AT A DEPTH OF V OR GREATER. ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL APPENDIXA STANDARD DRAWINGS GENERAL DATE: February 11, 2011 PIPE LOCATING WIRE FIGUREA114 LOCATING WIRE FINISHED GRADE WATER, Q .� WASTEWATER, ;`:'`�:^'"'` ORRECLAIMEOMAIN NYLON STRAPS, 3 PER JOINT (SEE NOTE I) LOCATING WIRE NOTES: 1. ALL PIPE SHALL REQUIRE INSULATED LOCATING WIRE (10 GAUGE SOLID COPPER) CAPABLE OF DETECTION BY A CABLE LOCATOR AND SHALL BE WRAPPED WITH NYLON STRAPS TO TOP CENTERLINE OF THE PIPE. 2. LOCATING WIRE SHALL BE CONTINUOUS INSIDE VALVE BOXES AND SHALL EXTEND 12' ABOVE TOP OF COLLAR. 3 WIRE INSULATION SHALL BE COLOR CODED FOR THE TYPE OF PIPE BEING INSTALLED. ORANGE COUNTY UTIUTIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL APPENDIX A STANDARD DRAWINGS DATE: February 11,=1 TYPICAL VALVE BOX COVER D❑❑❑0DOODOU *RECLAIMED VALVE DOODOOD❑❑ C D 0 ODDaD DE COVERS PER CITY OF Da G❑000 DUE OCOEE SPECIFICATIONS DaD DDDc DDDD ❑❑0C Q 0a00 ED DDDC Da DD DODO DDDD D ❑ O [ TYPICAL LOCKING DDD DD a0❑❑c•/ DD D❑OD ❑DDs BOLT ❑ ❑DDDDD O L ❑a DD DDDD C DDDaDD❑aDD RECLAIMED WATER U3: 01000000013130 13 000000000000 ODD 000 000000000000 0000000POTABLE WATER NOTE: 1. LOCKING LIDS ARE REQUIRED ON ALL VALVE BOXES. GENERAL FIGURE A110 DDDD DDDDDDD❑ a DDDDDDD❑❑ 0 0 0 0 0000000 ❑DDODDDDDDDD DDD 0013 D D O SEWER D O D ❑❑O ❑OD 000000000000 DDDDDDODDO ❑❑ODOO ElP DDD DO WASTE WATER ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL APPENDIXA STANDARD DRAWINGS GENERAL DATE: February 11; 2011 SEPARATION REQUIREMENTS FOR FIGUREA116 WATER, WASTEWATER AND RECLAIMED WATER MAINS HORIZONTAL&VERTICAL SEPARATION REQUIREMENTS PROPOSED POTABLE WATER RECLAIMED WATER WASTEWATER I STORMSEWER (GRAVITY &FM) UTILITY HORIZ VERT HORIZ VERT HORIZ VERT I HORIZ VERT IPOTABLEWATER 3' 12' 3' 12' 6' 12' 3' 1-18' NpTE1 -1a3 -3 NOTES NOTES r. 1.3 NVTE233 3' 12' 3' T 3' 12'/18' IRECLAIMED WATER NOTEta3 NOM3 e10TEt 17 NOtEt t7 I -Et NOTE2 WASTEWATER 6' 12" 3' 3' 3' 127118' ((GRAVITY AND FM) NOIE3 NOTE3 eXREI 12 N01E1 tr NOIE1 NOTE2 RIGHT OF WAY rt 3- , N/A r1u3' , N/A uo 3-, N/A WA WA NOTES: 1. THIS SEPARATION REQUIREMENT IS TO PROVIDE ACCESSIBILITY FOR CONSTRUCTION AND MAINTENANCE. THREE FEET OF HORIZONTAL SEPARATION IS THE MINIMUM FOR PIPES WITH THREE FEET OF COVER. FOR PIPES INSTALLED AT GREATER DEPTHS, PROVIDE AN ADDITIONAL FOOT OF SEPARATION FOR EACH ADDITIONAL FOOT OF DEPTH. 2. THE 18-INCH SEPARATION REQUIREMENT APPLIES WHEN THE STORM PIPE CROSSES ABOVE THE OCU MAIN, AND WHEN THE STORM PIPE HAS A DIAMETER EQUAL TO OR GREATER THAN 24 INCHES. OTHERWISE, THE REQUIRED SEPARATION IS 12 INCHES. 3. THIS SEPARATION REQUIREMENT COMPLIES WITH MINIMUM FDEP SEPARATION REQUIREMENTS OUTLINED IN 62-555.314. FAC. VARIANCES FROM THE FOEP REQUIREMENTS MUST COMPLY WITH 62555.314(5), FAC AND MUST BE APPROVED INDIVIDUALLY BY BOTH FDEP AND OCU. 4. DISTANCES GIVEN ARE FROM OUTSIDE OF PIPE TO OUTSIDE OF PIPE. 5. NO WATER PIPE SHALL PASS THROUGH OR COME IN CONTACT WITH ANY PART OF SANITARY OR STORM WATER MANHOLE OR STRUCTURE. ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL APPENDIXA STANDARD DRAWINGS GENERAL DATE: February 11. 2011 VALVE BOX PAD FIGUREA112 24-X 24- SQUARE (ROUND OPTIONAL) CONCRETE OR POLYMER TOP FLUSH LOOP WIRE PAD TYP EACH VALVE BOX- WITH FINISHED VALVE BOX AND GRADE ASPHALT LOCKINGCOVER /SURFACE �' i . �•< �,, i 1ASE VALVE BOX AND COVER (SQUARED LOCATIi FOR RECLAIMED ` T" I WIRE WATER) ` VALVE V /�1� • . / AND COVER 6' THICK 25DO PSI l - - (TYP) (MIN)CONCRETE WITH r 24" #4 REBAR CONTINUOUS IDENTIFICATION DISC (SEE NOTE 2) OR 4- THICK (SEE NOTE 1 AND POLYMER MIX MATERIAL DETAILS BELOW) INSIDE PAVEMENT OUTSIDE PAVEMENT IAPPROX.31' _I LETTERING TO BE MACHINE .C.0 �l ENGRAVEDWITH}'TO&'' AFCS" Na2a,FAcr�aER Aw s¢E CAP.LETTERS RWGV TYPE aF vuvE WATER VrurY L-20 oREcnaualloraluaFR OFTt.RN4 2009 YEu 3" MIN IDENTIFICATION DISC 3" MIN 1LZ EXAMPLE r 0 ocu t AFC6• mwv Z_ vatTER � L20 \-THEFT PROOF zee N ANCHOR PIN DISC TO BE HANGING IN THE BOX DISC TO BE EMBEDDED IN PAD ANCHORED TO THE LOCATING WIRE. OUTSIDE PAVEMENT INSIDE PAVEMENT NOTES: 1. BRONZE (OR STAINLESS STEEL) IDENTIFICATION DISC SHALL BE REQUIRED FOR ALL VALVES, EXCEPT HYDRANT VALVES. 2. IN LIEU OF PRECAST CONCRETE PAD, A W THICK X 24' (ROUND OR SQUARE) POURED CONCRETE PAD WITH TWO#4 REBAR AROUND PERIMETER MAY BE USED. ORANGE COUNTY UTIUTIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL APPENDIXA STANDARD DRAWINGS GENERAL DATE Febuary 11. 2011 RESIDENTIAL SERVICE LOCATIONS(TYPICAL) FIGUREA118 (PROPERTY LINE PROPERTY LINE I HOME I I CLEAN -OUT I BOX (TYP) METER BOX DOUBLE CHECI VALVE (SEE NOTE 1) METER POTABLE WATER BOX RIGHT-OF-WAY RINE' _• METEPSS(IYP) _ -SIDEWALK • , ¢ SIDEWALK RECLAIMEDJ h , �_ DOUBLE WATER SERVICE ` WATER METERS CURB STOP - _ (SEE NOTE 2) C RB STOP (TYP) (TYP) ❑•. CORPORATION STOP (TYP) r POTABLE WATER MAIN % K 1 - 'EDGEOF,PAVEMENT.• N.�' resit `STREET , WASTEWNATER•G13_4WY MAIN i . MANHOLE,' fCORPORATION' STOP, - <E()GEOF PAVEMEN-r 1 RECLAIMED WATER MAIN NOTE: 1. EACH POTABLE WATER SERVICE WILL SERVE TWO LOTS IF RECLAIMED WATER IS AVAILABLE. EACH SERVICE MUST BE EQUIPPED WITH A DOUBLE CHECK BACKFLOW PREVENTER. 2. EACH POTABLE WATER SERVICE WILL SERVE ONE LOT IF RECLAIMED WATER IS UNAVAILABLE. BACKFLOW PREVENTERS ARE NOT REQUIRED. 3. SITEWORK CONTRACTOR TO INSTALL WATER AND RECLAIMED WATER SERVICES PER DETAIL A120 AND WASTEWATER LATERALS PER DETAIL A305. 4. METER AND BOX TO BE INSTALLED BY OCU AND DOUBLE CHECK BACKFLOW PREVENTOR TO BE INSTALLED BY BUILDING PLUMBING CONTRACTOR. 5. WASTEWATER LATERAL CLEAN -OUTS TO BE INSTALLED BY BUILDING PLUMBING CONTRACTOR. ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL APPENDIXA STANDARD DRAWINGS GENERAL DATE: February 11. 2011 UTILITY MAIN MARKER FIGURE A113 COLORS FOR DECALS SHALL MATCH THE MARKER COLOR (SEE NOTE 2) WHITE CAP SOLVENT c A P L WELD U T P N I E E O OVERALL VIEW N CALL BEFORE DIGGING DISTANCE / TO MAIN / f 1 AGROUND LEVEL i T CONCRETE I '� BASE NOTES: 1. MARKERS ARE REQUIRED WHEN UTILITY MAIN IS LOCATED OVER 30 FEET FROM EDGE OF PAVEMENT OR IN AN EASEMENT NOT ADJACENT TO THE RIGHT OF WAY. 2. MARKERS SHALL BE 4' DIAMETER SCH. 80 OR DR18 PVC: BLUE FOR WATER; GREEN FOR WASTEWATER; AND PANTONE PURPLE 522C FOR RECLAIMED WATER. 3. MARKERS SHALL BE PLACED AT ALL DIRECTIONAL CHANGES AND AT ALL VALVES EXCEPT WATER VALVES NEAR FIRE HYDRANTS. ADDITIONAL MARKERS SHALL BE INSTALLED AS NEEDED SO THAT THE DISTANCE BETWEEN MARKERS DOES NOT EXCEED 1000 FEET. ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL 225 E. Robinson Street Suite 300 Orlando, FL 32801 407.839.4006 Certificate of Authorization Number FL #3932 APPENDIXA STANDARD DRAWINGS GENERAL DATE: February 11, 2011 SINGLE FAMILY RESIDENTIAL FIGUREA119 CUL-DE-SAC UTILITY PLAN Ocoee Crown Point PUD LOTS (TYP) - - r -2' BLOWOFF Phase 213 'RECLAIM _D WATER VALVE SERVICE S BALL BE IN ACCORDANCE WITH CITY 21BLOWOFF Ocoee, Florida VALVE OF OCOEI DETAIL LIT 408 - SEE SHEET C9.08 0 a1e A6p,d PROPERTY LINE (TYP) DOUBLE SERVICE (TYP WASTEWATER 3 Rerud per Gty &OCU cwmant 03MMAIL7 MANHOLE(TYPI z Be.;redprOy&eaunymmrcnt WALIN16 / 1 Solaria.Gtye Ocoee&ON 05A62016 WATER MAIN -GRAVITY WASTEVIATER -VW by rnaaaaq MAIN JRH JRH DOUBLE SERVICE LATERAL (TYP) SINGLE SERVICE RECLAIMEDWATER (TYP) MAIN FIRE Y11 ASSEMBLY ` -RIGHT OF WAY LINE WATER MAIN `SINGLE SERVICE LATERAL (TYP) RECLAIMED WATER MAIN NOTE: 1. A MAXIMUM OF TWO WASTEWATER SERVICE LATERALS MAY CONNECT DIRECTLY TO A TERMINAL MANHOLE. ba,ee is oere Construction Approval May 6, 2016 Vertical Datum NAVD88 pax%neiNe Standard Potable Water Details C9.04 James Hoffman, P E. P.E. # 75623 1.J. R�n6a DATE: Mar. 03, 2017 61975.00 6197500-PH28-DT-UTOWG \\,hb\Pr j\0dcndo\61975.0D ocoee C10— point\cad\Id\Plonset\Phose2B\6197500-Ph ZB-DT-UT.dwg E O u .a s ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL APPENDIX A STANDARD DRAWINGS DATE: February 11. 2011 WATER SAMPLE STATION BRASS CORPORATION STOP MAIN 7 SINGLE BLUE SERVICE LINE ABOVE GROUND - SAMPLE STATION GRADE CURB STOP (LOCKING TYPE) BRASS CORPORATION STOP MAIN 7 POLYETHYLENE TUBING ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL GENERAL APPENDIX STANDARD DRAWINGS GENERAL FIGURE A201 DATE: February 11. 2011 FIRE HYDRANT ASSEMBLY FIGUREA203 EXPANSION FIBER MATERIAL BETWEEN APPROX 7.6 X 3.5' MIN -, FIXED CONCRETE EDGES (TYP) 6'THICK CONCRETE f- SHEAR PAD WITH FIBERMESH 31TO 5' I SIDEWALK CONCRETE VALVE BOX CURB A ROAD COMPACTED BACKFILL DUCTILE IRON) - CONCRETE NOTES: 1. A21NCH SAMPLE STATION INSTALLED AT THE END OF A CUL-DE-SAC CAN ALSO SERVE AS A BLOW -OFF VALVE WHEN BOTH ARE REQUIRED. ORANGE COUNTY UTILITIES /VSTANDAROS AND CONSTRUCTION SPECIFICATIONS MANUAL APPENMXA STANDARD DRAWINGS GENERAL DATE: Feb .y 11, 2011 BORE AND JACK FIGURE A106 FINISHED GRADE BELL RESTRAINT CASING EN II- I a HARNESS SEAL (SEE NOTE 1) I _'R DOUBLE NUT(TYP) (SEE NOTE 5) RESTRAINED MAX2 JOINT PIPE OCATING WIRE STAINLESS STEEL \ I SANDS -C7ASING SPACER (SEE NOTE 3) BRICK AND MORTAR DOUBLE CASING SPACER END SEAL STEEL CASING PIPE (VARIES BY CASING SIZE) NOMINAL DIIAMETER 4 6 8 10 12 18 20 24 30 38 42 11 11 18 24 10 12 41 11 60 TMIIr.E.(INCNE��IDE .250' .25W .250' .250' .250' . 12' : 79' .500' .500' .500' .500' NOTES: 1. CASING SHALL EXTEND A MINIMUM OFTEN FEET BEYOND THE EDGE OF PAVEMENT OR MEET FDOT REQUIREMENTS, WHICHEVER IS GREATER. 2. REQUIREMENTS OF OTHER JURISDICTIONS SHALL BE MET. WHEN CONSTRUCTION IS WITHIN FOOT JURISDICTION, ADDITIONAL REQUIREMENTS OF THE 'FOOT UTILITY ACCOMMODATION GUIDE' SHALL BE MET. 3. DISTANCE BETWEEN SPACERS TO BE PER MANUFACTURER'S SPECIFICATIONS, OR MAX OF 6.5', WHICHEVER IS MORE STRINGENT. 4. USE OF PLOWABLE FILL IN THE ANNULAR SPACE BETWEEN THE CASING AND CARRIER PIPE IS PROHIBITED. 5. PIPE IN CASING SHALL HAVE A MECHANICAL BELL RESTRAINT HARNESS WHERE RODS ARE DOUBLE NUTTED TO PRECLUDE OVERSELLING THE JOINT DURING PUSHING CARRIER PIPE CASING. ANCHORIN VALVE tREQUI RED AT DI ANCHORING ANCHORINGTEE) COUPLING FOOT#57 STONE(6'MIN) SIDEWALK ' SIDEWALK ~-ASSEMBLY FIRE HYDRANT 90°BEND ! FIRE HYDRANT ASSEMBLY EDGE OF PAVEMENT EDGE OF PAVEMENT POTABLE WATERMAIN POTABLE WATERMAIN STANDARD CONFIGURATION ALTERNATE CONFIGURATION NOTES: 1. CENTER OF THE FLANGE CONNECTION SHALL BE SFROM THE TOP OF THE SLAB. 2. BARREL COLORS: PRIVATE HYDRANTS -RED; PUBLIC HYDRANTS -SILVER. 3. BONNET COLORS: TO BE DETERMINED BY FLOW TEST. ` 0_ 0 hb 225 E. Robinson Street Suite 300 Orlando, FL 32801- 407.839AO06 Certificate of Authorization Number FL #3932 Ocoee Crown Point PUD Phase 213 Ocoee, Florida raa Rrdm 3 Reised perGry&ON <onment 2 ReNsN per(iryN Counryrmarent 1 Subnit to GryofOsea&ON D"_M JRH bra 1s Construction Approval Vertical Datum NAVD88 m.V— Standard Potable Water Details 03N3/1U37 WIDL 036 05N6/1016 a am E/ JRH May 6, 2016 C9.05 - of James Hoffman, P.E. P.E. # 75623 R,1en Nvn6a DATE; Mar. 03, 2017 61975.00 6197500-PH2B-DT-UTDWG \\,hb\p10j\0rl01d1\61975.00 ocoee cronn point\cad\Id\Planset\Phose2B\6197500-Ph2B-DT-UT.Awg E u .s; s ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL APPENDIXA STANDARD DRAWINGS GENERAL DATE: February 11, 2011 PRECAST CONCRETE MANHOLE FIGURE A301 SET COVERS FLUSH IN MANHOLE FRAME & COVER (SEEST PAVED AREAS (SEE STANDARD DETAIL) FRAMES BEDDED IN MORTAR 0 1' 1" IF 2COURSESOF BRICK(MIN) 3'4r MAX ir 2'4" 1 4 COURSES (MAX) OR MIN 5' TO EXTERNAL MANHOLE MAX 10" HOPE ADJUSTING RING HEAT SHRINK SEAL I (TYP) SEE NOTE 5 4.4Y MIN - 5' MIN APPROVED LINER ---7 PER SPECIFICATIONS 1I 0.6D (EFFLUENT PIPE DIAMETER) BENCHINGPER---, i2'MIN Rrry4 SPECIFICATIONS CONCRETE WITH ADMIX `I� _- t�F I Y MIN MIN 9 FDOT # 57 STONE r MIN INSIDE WALL OUTSIDE WALL PRE -PRIMED JOINT SURFACES PRE -PRIMED PRE -MOLDED PLASTIC JOINT JOINT SURFACES SEALER, APPLIED TO BOTH LIPS COMPLETED JOINT WITH SOUEEZE-OUT SQUEEZE -OUT. MIN }• INTERIOR AND EXTERIOR NOTES: 1. DROP CONNECTIONS ARE REQUIRED WHENEVER INVERT OF INFLUENT SEWER IS 24°OR MORE ABOVE THE INVERT OF THE MANHOLE. SEE MANHOLE CONNECTION DETAIL 2. ECCENTRIC CONE DESIGN MAY BE USED FOR CONFLICT RESOLUTION WITH OCU APPROVAL 3. A FLOW CHANNEL SHALL BE CONSTRUCTED INSIDE MANHOLE TO DIRECT INFLUENT INTO FLOW STREAM. 4. LIFT HOLES THROUGH STRUCTURE ARE NOT PERMITTED. 5. WRAP TIGHTLY AROUND CASTING JOINTS AND APPLY HIGH INTENSITY PROPANE TORCH TO EFFECTIVELY SEAL THEM FROM GROUND WATER INFILTRATION. 6. HDPE ADJUSTING RINGS MAY BE SUBSTITUTED FOR BRICK RISERS. 7. SECTION HEIGHTS VARY AS REQUIRED, AND AS AVAILABLE, FROM APPROVED MANUFACTURERS LISTED IN APPENDIX D. ORANGE COUNTY UTIUTIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL 2 APPENDIXA STANDARD DRAWINGS GENERAL DATE: Febmry 11. 2011 SERVICE LATERAL FIGUREA305 3 + 3 WYE WITH SEWER MAIN 6' BRANCH (SIZE VARIES CLEAN -OUT I 6' 45° (TYP) BE / WYE WITH 6' 45' I WYEBLE WITH BEND (fYP.) BEND _7 �� W BRANCH BUILDER'S \n LOT PLUMBER -- LINE (SEE NOTE 7) PLAN I \ (TYP .)TEMP. PLUG .R.(SEE NOTE 4) NTS (SEENOTE52AND7) 3 STAKE TO SHOW LOCATION OF TEMPORARY PLUG. (TYP.) FINISHED SLOPE TO TERMINAL DEPTH GRADE 1.0% MIN (TYP.) I w z_ z min w ROTATE i'. SPR�LINE (TYP,) BUILDERS 30°(TYP.) PLUMBER (SEE TEMP PLUG I NOTE 7) (TYP.) (SEE DOUBLE LOCATOR BALL NOTES 2 AND 7) SINGLE I LATERAL LATERAL 6' MAX BELOW PIPE PROFILE (TYP) SEE NOTE 4 NTS NOTES: 1. INVERT OF SERVICE LATERAL SHALL NOT ENTER SEWER MAIN BELOW SPRING LINE. 2. SERVICE LATERAL SHALL BE CAPPED BY DEVELOPER'S SITE -WORK CONTRACTOR. 3. WYE TO BE NO SHALLOWER THAN 3-FEET AND NO DEEPER THAN 6-FEET. 4. LOCATOR BALLS TO BE INSTALLED BY DEVELOPER'S SITE -WORK CONTRACTOR, ONE PER SERVICE. 5. ALL FITTINGS SHOWN ARE TO BE INSTALLED. 6. SERVICE CONNECTIONS SHALL BE PERMANENTLY MARKED BY CUTTING AN'S' IN THE CURB DIRECTLY OVER THE LATERAL 7. BUILDER'S PLUMBER WILL REMOVE PLUG, INSTALL CLEANOUT, AND CONNECT SERVICE LATERAL TO HOUSE. ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL APPENDIXA STANDARD DRAWNGS GENERAL DATE: Febm y 11, 2011 GRAVITY MANHOLE CONNECTION FIGURE A302 PRECAST MANHOLE WALL < TEE INFLUENT SEWER PVC PLUG WITH TOP HALF (SEE NOTE 2) AREA OPEN 6- CONCRETE ENCASEMENT INLET CONNECTION AT INVERT OF VERTICAL PIPE DROP PIPE (SEE NOTE 1) 90° BEND GRAVITY OUTSIDE DROP CONNECTION INEW MANHOLE], 1Z 6' IN 114 90° HOOK AT S' O.C.E.W. GRAVITY OUTSIDE DROP CONNECTION (EXISTING MANHOLE) PRECAST STAINLESS STEEL BAND PRECAST MANHOLE STAINLESS STEEL PIPE CLAMP MANHOLE WALL WALL PVC CAST IN -PLACE SEAL PVC r-• ESILIENT CONNECTOR NEW AND EXISTING MANHOLES NEW MANHOLES ONLY. STANDARD CONNECTION NOTES: 1. DROP PIPE AND FITTINGS SHALL BE OF EQUAL SIZE AND MATERIAL AS THE INFLUENT SEWER. 2. AN OUTSIDE DROP CONNECTION SHALL BE REQUIRED FOR ALL INFLUENT LINES WHICH HAVE AN INVERT 7 OR MORE ABOVE THE MANHOLE INVERT. 3. CONTRACTOR TO COORDINATE THE PRESENCE OF UTILITIES INSPECTOR DURING CORING AND CONNECTIONS TO EXISTING MANHOLES. ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL APPENDIXA STANDARD DRAWINGS GENERAL DATE: February 11, 2011 SERVICE LATERAL FIGURE A305 rc WYE WITH SEWER MAIN 6' BRANCH ;! SIZE VARIES CLEAN-OUT 8 45° / (TYP) BEND I I WYE WITH • a - - S-BRANCH I DOUBLE .N J 6"45• - WYE WITH BEND 6'BRANCH BUILDER'S LOT PLUMBER LINE (SEE NOTE 7) 1 PLAN (TYP.) TEMP. PLUG - - - CURB (SEE NOTE 4) NTS (SEE NOTES 2 AND 7) 3 STAKE TO SHOW LOCATION OF TEMPORARY PLUG. (TYP.) i FINISHED _ SLOPE TO TERMINAL DEPTH GRADE S 01.0%MIN(TYP.) I z mw y ROTATE SPRING LINE •! (TYP.)BUILDER'S 30° (TYP.) SEWER MAIN PLUMBER (SEE TEMP PLUG I NOTE 7) (TYP.) (SEE NOTES 2 AND 7) SINGLE I DOUBLE LOCATOR BALL LATERAL LATERAL 6' MAX BELOW PIPE PROFILE (TYP) SEE NOTE 4 NTS NOTES: 1. INVERT OF SERVICE LATERAL SHALL NOT ENTER SEWER MAIN BELOW SPRING LINE. 2. SERVICE LATERAL SHALL BE CAPPED BY DEVELOPER'S SITE -WORK CONTRACTOR. 3. WYE TO BE NO SHALLOWER THAN 3-FEET AND NO DEEPER THAN 5-FEET. 4. LOCATOR BALLS TO BE INSTALLED BY DEVELOPER'S SITE -WORK CONTRACTOR, ONE PER SERVICE. 5. ALL FITTINGS SHOWN ARE TO BE INSTALLED. 6. SERVICE CONNECTIONS SHALL BE PERMANENTLY MARKED BY CUTTING AN-S-IN THE CURB DIRECTLY OVER THE LATERAL 7. BUILDER'S PLUMBER WILL REMOVE PLUG, INSTALL CLEANOUT, AND CONNECT SERVICE LATERAL TO HOUSE. ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL APPENDIXA STANDARD DRAWINGS GENERAL DATE: Febrwry 11. 2011 STANDARD MANHOLE FRAME AND COVER FIGURE A304 RAISED 1-1/2' LETTERS FLUSH WITH TOP PLAN - NON PENETRATING ICK HOLES 253/4" MACHINED ZITT G " I SURFACES � 17 24" t 3/9' 1 MIN IE I II II 3/4'MIN II 3, I I ELEVATION NOTES: 1. ONLY APPLIES TO UTILITIES OWNED AND MAINTAINED MANHOLES. 'ORANGE COUNTY' SHALL NOT APPEAR ON PRIVATE MANHOLES. ` �i 0 .m vhb 225 E. Robinson Street Suite 300 Orlando, FL 32801 407.839.4006 Certificate of Authorization Number FL *3932 Ocoee Crown Point PUD Phase 213 Ocoee, Florida D.t, n,pa 3 R WOty&ON cwmment 03p3=17 :.d ] peltedP,Oy&Counrycomment 0910=16 1 Suh ttoaty foc Ik000 O5 W016 9`by a•dealy JRH JRH Construction Approval May. 6, 2016 Vertical Datum NAVD88 Dr ,TNe Standard Wastewater Details Pvrl,q N�anbv C9.06 James Hoffman, P.E. P.E. N 75623 DyRtrlrnl,« DATE. Mar. 03, 2017 61975.00 6197500-PH2B-DT-UT D1V'G \\vhb\proi\0r1ando\61975.00 Ocoee crown point\cad\Id\Planset\Ph... 2B\6197500-Ph2B-DT-UT.dw9 ©❑ Pipe/Main color based on use. wx (typ win (!ral I] t See Note 2. for lettering size and spacing. PIPE LETTERING NOTES:, I. Lettering shall appear on three 131 sides of the pipe/main and run the entire length of the pipe/noin. 2. Lettering shall be a minimum of 3/4' In height and shall be aligned with the transverse length of pipe/main, with no greater than 21' spacing. 3. Lettering must be permanently Impregnated Into the pipe/main, not pointed or stenciled. 4. Lettering shoU be of contrasting color to pipe/moln color. Pipe Marking (Lettdi:ih®) 1l i wh (tYPe) wh (tYPw) ws, «ra) " J Diameter = 2.5' to 4' 3' Tape centered along the top half of pipe. I (wdti) 441 (wae1) 441 (way) 4w1 I - I wh (trn) win <Sra> wF (!ra) I Diameter = 6' to 16' Two (2) 6' Tapes along both sides of top half of pipe. 4w1Ti I Im. (tyn) wt1 (era) 11 (!ra> I wh tern) wt1 (era) xex «ra)I Li Diameter = 20' and larger Three (3) 6' Tapes along top and both sides of top half of pipe. Warning Tope N.T.S. WARNING TAPE NOTES: 1. Tape color shall be In accordance with (some) as moln/pipe color. 2. Tape lettering shall be 1' In height with no greater than 12' In spacing. 3. Warning tape shall extend total length of pipe. Pine Identification and Warning Taoe Detail N.T.S. «wee N111 Crown trench I Existing G de g unimproved wrens <3' minJ Trench Width m Varies Based a Pipe Clean F S: c' � P 12' (typ.) c Rock ReddM,g. a� a '___--Undlsturbed wa pipe a Earth Ulan. ter wa See Note 2 NOTES: 1. Pipe bedding anteriol and trench back Fill shall be select connon (cleon) FIII compacted to 95% (98% in roadway) of the maximum density as per AASHTO T-I80. 2. Contractor shall install crushed rock (or equivalent bedding material) where pipe bedding does not provide solid support (yielding or plastic). Depth of material shall be a minimum of 6', or as needed, to provide non-yletding support For the pipe. All vasultoble material shall be removed from pipe bedding unless special provisions ore approved by the City. 3. Excavated trench width at pipe haunch shall be sufficient In size for haunch compaction, but shall be no greater than 15' on each side of pipe for _ pipes less than 24' In diameter (24' for pipes 24' In diameter or greater.) 4. Water shall not be permitted In trench line during construction. 5. Pipe line shall be Installed with bell Fitting facing upgrade. 6. Gravity sewer shall hove a 6• minimum rock bed. Pine Beddino g➢d Trench Detail N.T.S. Owe anal Surface Treatment Valve Bdx an' [over, flush with 9' fwshetl grotletl I 6 Hose/Subsoils `4• x 41x le• (Kn) Valve In PaQment Areo bronzettlPscs sett in N.T.S. grout 3' Mo. Bronze ac anchored In o re to 1 pod d e4 Bar 16' D; ... with C• nWnum concrete o .. Valve Box and [over ZD 6' 3' Ills. Bronze Dlsc ,) nced H concret e pad SZ Size of thve n. sz Tvoer Type of aloemai. )'<' Serrate. serve- Water, Reclaimed . T or SanlYnry Din A Tr.Direction to o < open and N of Turns 3' DIa. Bronze Disc la. Hrone Disc Valve In Non -Pavement Area N.T.S. WARNING TAPE NOTES: 1. Bronze Identlflcation disc shall be required for all valves 16' and larger, o required by the City. 2. Exact shape and size of bronze disc shall be approved by the City. 3. Valve collor shall be 24' x 24' x 6' for bronze disc appllcntlons, and IB' x IBx 6' all other locations. 4. Concrete for collor shall be fc' OF 2.500 PSI mininun a 28 days. 5. Valve box top and collar shall be 2' above grade, with grading tronsitloned over 5'. Valve Cpllpl RQipil N.T.S. ucoee .1107 Early Warning- EaPe Tracing Wire \ Finished Grade rExlsting Grade V Hnxlaua Cross Section w it THHN Tracing Wire 1' now. from Top 11)) IjJ1 of Pipe. Transverse Section NOTES 1. All pipe shall Include the Installation of #10 THHN copper tracing wire capable of detection by cable locating equipment. 2. Tracing wire shall be buried directly above the transverse centerline of the pipe. 3. End(s) of the locating wire shall be such that wire can be accessed by locating equipment assessing the wire In n valve vault or blow -off, box. Wire Is required to extend 12' minimum above finlshetl grade. 4. Unless approved by the City, early warning tape indicating the type of pipe shall be required. 5. All directional drill pipe shall have locating wire attached to the top of pipe and shall remain on the top of the pipe during Installation. Pine Lacatipa_Wire Detail N.T.S. 0 «- 1a104 225 E. Robinson Street Suite 300 Orlando, FL 32801 407.839.4006 Certificate of Authorization Number FL #3932 Ocoee Crown Point PUD Finished Gr a Double Meter phase 2B rValve Box and B x (traffic Concrete Collar, ,( Cover nted) Finished Grade j See DetnitUTI07 1 (See UT 400)fordetailsPrarlde one aant�_Ocoee, Florida loopof tracingwActuatiwi h e 4' os ezc aYW AdJustable cast HO Ri14°" aw ('�'dfor Van ces tracng on wive boz Restraint wire h valve box Valve boxshallPipe andAdJustment rest onbedding End Copan w10 THHN Sotld W� ock, not ipValvvnlveor pipe, ndhll be Crushed stone 6' centered o thick eztending Pipe/H01noperating nut. 2' beyond box 3 tei,. p ray&ocuaxnnen( 03,a3/2017 2' Blue Polyethylene 2 Reviled perary&eounry(omrene oeRV2016 Tnppetl Plpe 3 submttoaryofocoee&ocu OSAfiROlfi Entl Cap 2' Brass at 4_'y mr�aby Coupling JRH NAM 6' Solid Bedding Cross Section a>ved(Q May 6, 2016 (Rock) Construction Approval v NOTES: NOTES: Vertical Datum NAVD88 1. All pipe shall be Installed with w 10 THHN solid NOTES: 1. All pipes and fittings shall be schedule Dawns rm, copper tracing wire. Tracing wire must be Installed 40 galvanized steel or brass with directly above the pipe Inat 00' Intervals. circuit and 1. PVC extensions shall not be used on valve threaded (NPT) joints. Standard Reclaimed brought to the surface o 5mai Intervals. box . 2. All pipe and Fittings shall be In 2. Tracing wire shall cover nil main, pipe, branches P P 9 (Including fire hydrants) and service connections. 2. The actuating nut for valves shall be no accordance with City Standards for the 3. Tracing wire shall extend a minimum of 12' above deeper than 24' from ultimate Finished grade. applicable service provided. Water Details grade at required Intervats and/or valv�1t�e lids. 3. Where valve nut Is more than 36' below 3. Pipe restraints shall be In accordance 4. Tracing wire shall be tolled and placed In a valve grade, valve assembly shall Include center with City Standard Detail UTI04. box and shall be easily accessible. spacing guide. Guide shall be approved by 5. At dead ends of alas, pipe, and/or service, or the City. at 500' intervals, the tracing wire shall be placed In a properly Identified PVC valve box. Dnwry Hw�ew Tracino V;re I_C o io N.T.S. - tn11z Valve Box angi_Cover Detail N.T.S. OCO00 urwd .FIowof( Assem«I N.T.S. ve iur4o3 C9.07 James Hoffman, P.E. P.E. # 75623 w4wt rarnw DATE; Mar. 03, 2017 61975.00 6197500-PH2B-DT-UT_DY.G \\0b\p1ol\0dando\61975.00 ocoee cronn point\cad\Id\Planset\Phase2B\6197500-Ph2B-DT-UT.dwg E O u t 0 Roadway Curb Concrete wash pod, 6' thick by 6' matching Into curb. Exlstln Fenole Quick Connect D� with Chain -Lock 6 Cap Grade Double (18' x 24') Traffic Rated MeterBoxes Valve Cover. See UT400 For details �� 6' Thick Concrete Ba Resilient Seat Gate Valve I HIM— of 6' crushed rock D.I. Tee or Stainless Steel Saddle D. Hain (Potable or � Reclaimed) t () �-0• Fitting 90' \-Hinimum of 6' crushed rock NOTES: 1. Flush assembly material and box shall be consistent with requirements of either potable or reclaimed water. 2. In reclaimed application, D.I.P. to be pointed with magenta (reclaimed) stripe. 2. Saddle or D.I. tee must match outside diameter of the main. 3. All fittings and Joints shall be mechanically restrained. 4" Flush Assembly N.T.S. °`°'• In4oe Exlstln Gr HXU (FlexNet 9 Meter Box �Radlo Unit) 90' Compression Curb Stop Fitting Ford KV43-342W-NLU Service j� from HOIn Slde Slnole (P.E.) Meter View Private Connection Brass Meter Connection Reclaimed Meter Connection Use Brass Meter Connec tlon (substitute for Dual Check Valve.) `Dual Horn Brass with 90' Curb Stops, Ford UV43-42W-NL ServiceMaln Front Vlewr from p (P.E.) NOTES: 1. Water Service shall be V diameter P,E. minimum. 2. Service curb stop shall be bullet locked using High Field Manufacturing Cap Seal N 93210130, Bullet Stud 93210140 and Base 93210120. 3. Service extension above finished grade shall be no more than 2' from back of curb. Meter Cgnfiquralion N.T.S. — urea, Sir (t! Property Lined ® Double Service Right -of -Way ® Single Service Ingle Service typ.) ■ s e r Vm Meter Location Plan View, -'-n- -'— urb � �Haln IGrossed Parkway Sidewalk Private Services Right-aF-Woy Line NOTES' Tvnlral Meter 1 vnut 1. Pipes/noins In this detall are for representation purposes only. Refer to plan or utility sheets for pipes/main material, size, and configuration. 2. For meter configuration, Including fittings and box, see City of Ocoee Meter and Het€r Box Detail. 3. Unless directed by City, reclaimed and potable meter boxes shall be separated by placing the boxes at opposite property lines. 4. Meters should be centered In grassed parkway, If possible, offset from front of sidewalk 2', and such that private service will not cross adjacent lot. Meter A, Service [—lion Detail N.T.S. �^•• uMoe Existing Grode- Elect, Coupti HDPE Pre -Fused Section Viexrlonge Coupling G HDPE Pi —Gland Pipe Gap See Note 3 Below Spool Plece ppurtenance/ ting See Note 4 Below. NOTES: _Rlowuo Cutaway Vley_ 1. This detail shall be followed with oil fittings and/or appurtenances used with directionally drilled HDPE pipes (mains). 2. The views above depict a water valve, but are typical for use with fittings and/or appurtenances' connections to HDPE. 3. Spool piece consists of proposed pipe welded to MJ Adaptor Pre=fused Flange, cut to a length to span from pipe to fitting. 4. Gap between pipe and spool piece shall be no greater than 12' or manufacture of electro-fusion coupling, whichever is less. 5. Electra -fusion coupling must be capable of pipe connections rated at 200 PSI operating pressure. 6. The Information and requirements In this detail are for connection only. Refer to other City details for other work and/or- materials. HDPE to Fittings/Aocurtenonce Connection Defpfl N.T.S. 0,. W410 Pipe ei0 .l� ,/ hb 225 E. Robinson Street Suite 300 Orlando, FL 32801 407.839,4006 Certificate of Authorization Number FL #3932 Ocoee Crown Point PUD Phase 213 Ocoee, Florida - RM-0on .I. Mmn 3 IW dixrG,&CCU uxrtnent 01101M11 l Re ,dW0,y&Cau ,ya mwnt 09101/t016 1 S Iw,tto Gtyolgco•e&CCU 05106/2016 0 '-", a,.d.at' 1RH 1RH Construction Approval May 6, 2016 Vertical Datum NAVD88 awwa9Tm. Standard Reclaimed Water Details C9.08 sF 1 .1 James Hoffman, P.E. P.E. # 75623 p„iM xvnnw DATE: Mar. 03, 2017 61975.00 6197500-PH213-DT-UT DWG \\,hb\proj\Orlando\61975.00 Ocoee croen point\cad\Id\P1anset\Phose2a\6197500-Ph 26-COA.dwg EXHIBIT "C" OCOEE CROWN POINT PUD CONDITIONS OF APPROVAL 1. To the extent the Land Use Plan and these Conditions of Approval conflict with the City of Ocoee Land Development Code, the provisions of the Land Use Plan and these Conditions of Approval shall control. Develonment Standards and Uses 2. With the exception of Tract 4, Tract 5 and Traci 13 if developed as a Bus Depot, unless specifically waived by the Ocoee City Commission, all development within the Ocoee Crown Point PUD must adhere to the Ocoee Crown Point PUD Development Standards prepared by Carlin Associates dated September 2002, as the same may be amended from time to time (the "Ocoee Crown Point PUD Development Standards"); provided, however, that the Ocoee Crown Point PUD Development Standards will be applicable to such tracts only if such tracts are no longer owned by The School Board of Orange County (the "School Board'). The Ocoee Crown Point PUD Development Standards provide additional and often more stringent criteria for development within the Ocoee Crown Point PUD. Tract 4, Tract 5 and Tract 13 if developed as a Bus Depot are not subject to lire Ocoee Crown Point PUD Development Standards bill shall, to the greatest extent possible, be compatible therewith. In the event Traci 13 is developed as lownhomes, such development shall be subject to the residential development sections of the Ocoee Crown Point PUD Development Standards. The Workforce Education sites (Tracts 6A, 6B, 6G, 7A and 7B) shall be subject to the conunercial development and village center development sections ofthe Ocoee Crown Point PUD Development Standards. Notwithstanding the foregoing, lire City, or its assigns, as developer of the PUD may grant waivers from, amend or modify the Ocoee Crown Point PUD Development Standards to the extent such waivers, amendments or modifications are not expressly inconsistent with ilia Land Use Plan and the Land Development Code. Any such waiver, amendment or modification shall not require the approval or the City in its governmental capacity. 3. The uses permitted in the single-family residential portion ofthe PUD (Tracts 2, 3 & 50) will be the same w those uses permitted in an R-I-A district. Asa condition of this PUD, any uses that would be permitted as a special exception him R-I-A district will require special exception approval in this PUD. 4. The uses permitted in the Bus Depollfownhomes portion ofthe PUD (Tract 13) shall be limited to Bus Depot and towmhome uses. 5. The uses within the commercial portions ofthe PUD will be the same as those uses permitted in a C-2 district. As a condition of this PUD, any uses that would be permitted as a special exception in a C-2 district will require special exception approval in this PUD. However, even though the following uses would normally be permitted in a C-2 district, these uses shall not be pemhitted in this PUD: automobile parking lot, automobile repair, automobile sales (new and used), automobile auction, automotive wrecking/salvage yard, boat sales and service, borrow pit, pawn shop, bus terminal, equipment sales, mobile home and travel trailer sales, motor vehicle wholesale, recreational vehicle parka, golf course/country club, recreational facility (neighborhood and commercial) and truck slop. 6. The uses within ilia institutional portions ofthe PUD will be those uses permitted under the Ocoee Comprehensive Plan. 7. The uses permitted in the Workforce Education portions of the PUD (Tracts 6A, 6B, 6G, 7A and 7B) shall be limited to use as Workforce Education and related uses under the control ofthe School Board. For purposes hereof, "Workforce Education" uses shall mean uses related to high school, GED or post high school education focused on office, computer, service and technical skills and may include ilia provision of services to the public performed by students enrolled in such programs. 8. Workforce Education Tracts 6A, 6B, and 6G consist of a total of 19,400 square feet. Tracts 6A, 6B, and 6G are conceptually located on the Land Use Plan and may be moved or combined into one or more buildings within any Tracts other than Tract 4, owned or to be owned by the School Board. 9. The uses permitted in the High School portion ofthe PUD (Tract 5) shall be Busted to use as a high school. 10. The uses permitted in the Elementary School portion ofthe PUD (Tract 4) shall be limited to use as an elementary school. 11. The Ocoee Croton Point PUD Land Use Phan includes public buildings on various parcels within the development. Article 5, Section 5-7(B) of the Land Development Code indicates that the City Commission may authorize the location of such uses after public notice and hearings. The public notice and hearings provided for the Ocoee Crown Point PUD land Use Plan and Preliminary Subdivision Plan shall also serve as the required public notice and hearings for the proposed public buildings within this development. Approval of Ilse Land Use Plan shall constitute the City's approval ofthe following public buildings and their associated uses: Tracts 3A and 3C - Public parks with ball fields, aenee6sien stands, restFeem facilities, picnic facilities, playgrounds, pHbliepw4ag-errae and other associated uses. Tract 4-Public Elementary School with all associated roues. Tract 5 -Public High School with all associated Ices. Tracts 6A. 6B. 6G. 7A and 7B - Workforce Education facilities as defined in this PUD Land Use Phan. Tract 8 - Fire Station with associated uses. Tract 11 - Public Safety administrative and training facilities with associated uses. Tract 13 - Bus Depot facilities as defined in this PUD Land Use Plait This tract may also be used for other purposes, according to the Conditions of Approval. Site Develoonment, 12. Intentionally Deleted. 13. Each fire hydrant shall be OSHA Yellow in color and a blue reflective marker shall be affixed to the street in the center of the lano closest to each hydrant. M. All house pad elevations shall exceed the 100-year flood elevation by a minimum of two feel as delineated by either the FEMfA adjacent water elevation or that established in the developments stormwater ponds. 15. During submittal of a Final Subdivision Plan for any single-family development, the Developer must show "common areas" where required recreational facilities will be located within ire residential subdivision, in accordance with the City of Ocoee Land Development Code. 16. Tract 2 3 and Tract 50, the single-family portions of the Project, may be developed as one development. Recreational requirements for the twee tracts will be based on the combined property. Only one community center will be required between all ofthe single-family portions of the project. 17. In lieu ofthe developer ofthe single-family portion ofthe project constructing the community meeting room on the single-family portion ofthe site, the developer may propose to locale ajoint use public/private sinhcture on the Tract 3C park site. Any decision by the City Commission relating to approval of the foregoing shall be in its sole and absolute discretion based on a Final Subdivision Plan and consistent with City plans to develop Traci 3C. 18. The developer ofthe single-family portion ofthe project may propose to construct die bike paildtrail area within the wetlands as shown on this Plan in order to satisfy on -site recreation requirements. Any decision by the City Commission relating to approval of the foregoing shall be in its sole and absolute discretion based oil Final Subdivision Plan and consistent with City plans with respect to the wetlands. 19. Interior streets, lot layouts, location of retention ponds, eke. within the single-family portion ofthe project as shown hereon are conceptual only. Final locations will be determined and approved as part of Final Subdivision Plans submitted for those portions ofthe project. 20. All screen walls, landscape buffers, entry and comer landscape improvements, and sidewalks shall be completed prior to issuance ofthe Certificate of Completion for those corresponding phrases. 21. For each single-family lot, a street tree shall be provided by the homebuilder at the front ofeach lot (two street trees on comer lots, with one on each street), prior to issuance of a Certificate of Occupancy for the house constructed on that lot. Each tree shall be a shade tree and shall be a minimum of 2" DBH and 10' tall at the time of planting. 22. For each individual lot within the single-family subdivision, if developed under the Large Lot Criteria Matrix, the buildings shall not exceed 55% lot coverage and the total of all impervious surfaces shall not exceed 65%. If tie single-family subdivision is developed under the Traditional Neighborhood Development (TND) Criteria Matrix, the buildings shall not exceed 60% lot coverage and the total of all impervious surfaces shall not exceed 7545. Each lot within Tract 13 (if it is developed with lowwrdtonies), the buildings shall not exceed 70% lot coverage and the total of all impervious surfaces shall not exceed 90"/D. 23. Streetlights will be installed prior to a Certificate of Completion being issued, and the cost of operations will be assumed in accordance with ilia provisions ofthe City of Ocoee Laid Development Code in effect at the time of issuance of a Certificate of Completion. 24. All underground utilities shall incorporate pedestal -mounted utility boxes to be placed back off the street no more than 5' forward ofthe front building setback line on all residential lots. 25. Unless the Developer enters into a wholesale agreement with Orange County Utilities for the provision of sewer service from Orange County Utilities, all tracts, with the exception of Tracts 9, 10 mid It, will receive sewer service from Orange County Utilities. All tracts, with tie exception of Tracts 9, 10 and 11, will receive potable water service from Orange County Utilities. Tracts 9, 10 and 11 will receive sewer service and potable water service from the City of Ocoee. All Tracts within the PUD will receive reuse water service from the City of Ocoee. 26. 'Ilia Developer of each tract shall be responsible for installing reuse lines along with the other subdivision infrastructure. At such time as reuse water is available to the property, each Developer shall be responsible for connection to the reuse system lines. 27. All on -site utilities including electrical, cable TV and telephone shall be placed underground. 28. Any damage caused to any public roads as a result of the construction activities related to the project or any portion thereof shall be promptly repaired to the applicable govemment standards at the sole cost and expense of the owner of the portion of tire project being developed in connection with such construction activities. 29. The Developer is to protect aid prevent any disturbance, siltation, or other construction within the conservation areas (Tracts 17, 18, 19) inside the 100-year flood elevation. Those areas are to be fenced off during construction and silt fences installed to eliminate any possible disturbance in those areas during construction. 30. Each phase of development shall stand on its own, or in connection with previously developed phases, with respect to public services (sewer, water slommvater management, access and other related services). 31. Appropriate signage will be provided on undeveloped commercial parcels as notification to fitlure single-family lots purchasers of the intended use of such parcels. Signage will be a minimum of 32 sq. ft. and placed in locations approved by the City. 32. All existing structures (including buildings, power lines, existing aerial and utility facilities) and Florida Power Corporation easements will be removed and/or terminated prior to or during construction ofthe development replacing those roes. 33. The development ofthis project will incorporate the stormwater needs of all public roads within the project. 34. Each tract developed for residential purposes shall comply with the provisions of the City of Ocoee Land Development Code relating to the inclusion of community meeting rooms as an amenity for residential subdivisions. 35. Decorative fountains shall be provided on Ponds 8 and 11, and on Tract 6F. 36. Except as to Tract 5, there shall be a minimum landscape buffer of 10' between adjacent parcels, and a 15' landscape buffer from local streets. Therefore, Tracts I (Waterfront Village) and Tract 2 (Residential Subdivision) shall have a minimum landscape buffer of 10' separation between the two tracts. There shall be a 15' landscape buffer on Tract 5 adjacent to the road south of Tract 5. AEltaFe the eas�tl-it- -•- baelar up te ilia residential leis, there shall be a 25' landscape buffbF sereening4he resideneas ffena tits lights and aetiviiies efthe Patti: it 37. Project monument signs for the Ocoee Crown Point PUD development shall be constructed on existing easements on the western quadrants on the Ocoee Crown Point Parkway and Ocoee -Apopka intersection. The signs shall be constructed prior to the first Certificate of Occupancy for the residential development or the village center, which ever comes first. 38. A maxhnunh of 2 commercial out parcels are permitted in Tract 10 and a maximum of 3 commercial out parcels are permitted in Tract 9. The access for the out parcels shall be flurough lire main access points as identified on the land Use Plan. No additional access locations will be permitted. Easements. 39. A non-exclusive conservation and drainage easement shall be dedicated to the City of Ocoee lakeside ofthe 100-year flood elevation, including a 25' upland buffer area adjoining same. A non-exclusive conservation and drainage easement will be provided over the preserved wetlands associated with the Staten Branch ditch, also dedicated to the City. 40. Drainage easements are shown hereon for localional purposes only. Final easement dimensions (widths) will be shown on the Final Subdivision Plan and will be sized to meet City requirements. 41. Unless otherwise noted, a 5' utility and drainage easement will be platted along all side lot lines, and a 10' utility and drainage easement will be platted adjacent to all street rights -of -way. 42. All drainage, utility and maintenance easements shall be for the benefit of the property owners association and/or one or more slomrwaler utilities established by the City for the purpose of operating the stormwater management system within the PUD. On the residential lots, the land burdened by such easements shall be owned by the individual lot owners. The drainage and utility easements shall be dedicated to the perpetual use of the public at the (into of platting. 43. An emergency access easement to the retention ponds end over all drainage easements shown hereon shall be dedicated to the City for emergency maintenance purposes at the time of platting. Tire emergency access easement will not impose any obligation, burden, responsibility or liability upon the City, to enter upon any property it does not own or lake any action to repair or maintain the drainage system on the Property. 44. A perpetual, non-exchsive easement for access over all internal madways and paved areas shall be granted in favor of the City and other applicable authorities for law enforcement, fire, and other emergency services. 45. Within sixty (60) days of the School Board providing written notice to the City requesting the same along with a legal description for the easement area, the City shall grant to the School Board a non-exclusive temporary construction access easement in a form acceptable to the School Board and One City allowing access to Tract 5. The easement area shall generally consist of the Properly set forth on die Land Use Plan as Tract 33. Following Ore conveyance of tie easement, the School Board shall construct and maintain a stabilized road overtire easement area which shall also serve as an emergency access road for emergency vehicles. The stabilized road shall be gated so as to prevent access by the public during days and hours where construction activities are not taking place on Tract 5. The School Board shall be solely responsible for tragic control issues that may arise along Ocoee Apopka Road during the School Boards use ofthe easement. All improvements constructed by the School Board within the easement area shall become the properly of the City following termination of tire easement. The easement shall terminate at such time as the permanent public road within Tract 33 is completed. Lift Station. 46. All lift stations shall be fenced with 6' black, decorative metal fence, with post mils painted black, and shall be set back no less than 25' from any street. The lift station fenced enclosures shall also be screened with a Viburnum, Ligustrum, or Podocarpus hedge. 47. All landscaping around lift stations shall be maintained by a property owner's association. 48. All lift station tracts shall be maintained by the master property owner's association or dedicated to Orange County at the time of platting, free and clear army liens or encumbrances, or at such earlier time as may be required by Orange County. Roads. 49. No private roads or gated developments shall be permitted within the PUD unless specifically waived by the Ocoee City Commission 50. All access rights to all public roads, except at approved locations shown oil the Plan, shall be dedicated to the City of Ocoee at the time of platting. 51. All roads will be dedicated to the public runless otherwise noted. 52. Additional right-of-way areas designated oil the Preliminary Subdivision Plan shall be dedicated to the public via platting (or as a separate document) prior to issuance of building permits for the specific tract. 53. It is anticipated that additional road right-of-way will be needed for future improvements to Ocoee Apopka Road and Fullers Cross Road, as shown on Sheet C104. The width of additional right-of-way that will be needed on each side of each road will be determined prior to approval ofthe Preliminary Site Plans or Preliminary Subdivision Plan for cacti affected tract (Tracts 9, 10 and 11). 54. Separate tmflic impact studies shall be provided with the Preliminary Subdivision Plans for Tracts 9 mid 10. Those studies shall indicate whether turn lanes and/or other improvements will be necessary to serve the development on those tracts, and the extent of those improvements. 55. Village Center Drive within Tracts 33 and 33A will be built in conjunction with the development ofthe Village Center (Tracts 6C, 6D, 6E and 6F). In the event the road or a portion thereof is required prior to said development their the party requiring the road will be solely responsible fortune construction of said road or a required portion thereof and shall not be entitled to any compensation or reimbursement from any party. 56. Tracts 7A and 7B may not be developed until such Lune m Village Center Drive and the mad within Tract 34A and 34B is constructed. Pronarh, Owner's Association. 57. All legal instruments, including but not limited to the property association documents such as articles of incorporation, bylaws, and declaration of covenants and restrictions, shall be provided to the City for review and -approval prior to or at One time of platting all or a portion of the property. 58. All tracts, which are to be owned and maintained by the property owner's association, shall be conveyed to the property owner's association by special warranty deed at the tittle of platting. 59. Subject to the provisions of Conditions of Approval 85, 86 and 87, property owner's associations will be created for maintenance and management of all common areas and facilities within residential and commercial tracts, unless otherwise noted. All tracts owned by the City or School Board shall be exempt from assessments by, or participation in, property owner associations unless otherwise agreed to by the City and School Board. Notwithstanding the foregoing Ole City on its own may elect to participate on the Board for any property owner association formed and/or retain voting rights for tracts owned by the City. O V .t] .0 �00 0 0 hb 225 E. Robinson Street Suite 300 Orlando, FL 32801 407.839AO06 Certificate of Authorization Number FL #3932 Ocoee Crown Point PUD Phase 213 Ocoee, Florida rw. swe w.e •rvn 3 aeel,ed Per city &oN ranrnent 03,03=17 l a ,ed Per Chy&County m,nrcnt 03101/Lm6 I subri, to ay Facvee&Car 05,a6/2016 Desy,b fir - aeaaaM JRH JRH Construction Approval May 6, 2016 Vertical Datum NAVD88 Dr.n�s rw Conditions of Approval Darr Nvn6u o C9.15 ZMI el NOTE: CONDITIONS OF APPROVAL AS APPROVED BY THE CITY COMMISSION James Hoffman, P.E. ON SEPTEMBER 15, 2015, UNDER P.E. # 75623 P,t�n�6e AGENDA SECTION H, ITEM 10. Mar. 03, 2017 DATE: 61975.00 6197500-PH2B-COA DWG \\1hb\proj\0rlando\61975.00 ocoee crown point\cad\Id\Plonset\Phase2B\6197500—Ph2B—COA.dwg Trees. 60. Existing trees 8" or larger (otter than citrus trees or'Irash" trees) located along proposed locations of buffer walls or road right -of -tray 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. d as much as possible to reserve existing protected trees. 61. 71te existing grades on individual lots containing protected trees will be maintained m p p g p For lots containing protected trees, there will be no grading or other construction on individual lots, except u specified in the Final Subdivision Plan, until building permits are issued for those lots. 62. All utilities to be placed within the 10' easement along the front of each lot will be placed around existing protected trees to be preserved. 63. In order to ensure that as many existing trees sit possible will be preserved, all road right-of-ways aid retention areas will be flagged for review by the City and the Engineer prior to any tree removal. No clearing permits will be issued for site work or building construction until all trees to be preserved have been clearly marked with tree protection barriers. 64. Except for Tract 4, Tract 5 and Tract 13 if developed as a Bus Depot, a tree survey will be provided with the Preliminary Subdivision Plan submitted for each phase of development, according to the Land Development Code requirements. 65. Removal of existing trees will be limited to clearing road right-of-way and retention areas as detailed in these plans. All existing protected trees on individual lots will be evaluated al the time n building permit is issued for that lot, to determine whether or not each tree needs to be removed. 66. Except for Tract 4, Tract 5 and Tract 13 if developed as a Bus Depot, no person shall undertake land clearing or the removal of any protected tree without rust oblaining 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 Developer has failed to take reasonable measures to preserve specimen and historic trees. School Sites. 67. Pursuant to the City of Ocoee Code, the commercial properties within this PUD are exempt from ilia locational requirements of the City of Ocoee Code relating to the sale of alcoholic beverages near school sites within the PUD. Nothing herein shall be construed as providing any exemption to the businesses within the commercial properties of this PUD from locational requirements relating to the sale of alcoholic beverages near any school or church not within this PUD. _ 68. Pursuant to Section 1013.33(11), Florida Statutes, the City advises file School Board that Tract Nos. 4 and 5, which are intended to be developed as all elementary school site and high school site, respectively, are consistent with the land use categories and policies ofthe City of Ocoee Comprehensive Plan. 69. Intentionally Deleted. 70. As a courtesy the School Board will submit to the City a proposed site plan for Tracts 4 and 5 prior to development thereof for comments from the City to better coordinate the overall development. The foregoing courtesy review shall not constitute the approval of the Ocoee Crown Point PUD contemplated by Section 1013.33(12), Florida Statutes. 71. The School Board shall. be required to submit to the City a proposed site plan for Tracts 6A, 6B, 6G, 7A, 713, 13, and 41. The proposed site plans for these tracts shall be subject to review and approval by the City lit accordance with the then applicable provisions of the Ocoee Land Development Code; provided, however, that in connection therewith, the City shall not impose any conditions inconsistent with the approved Land Use Plan or require any off -site improvements so long as said Tenets are owned and developed by the School Board for governmental or public education purposes. 72. Modular buildings (portables) will not be allowed on Tracts 6A, 6B, 6C, 6D, 6E, 6F, 6G, 7A and 7B. 73. Intentionally Deleted. Bus Denof/fownbomes. 74. For purposes hereof, "Bus Depot" shall mean: parking, storage, staging, maintenance and repair of Orange County Public School buses. 75. In the event Tract 13 is developed for townhomes, die deed for the conveyance of each lownhome unit shall contain a restriction requiring that the garages must be used for parking cars and the parking will be prohibited on the public or private streets within the lownhome area, except in designated parking spaces. 76. In the event Tract 13 is developed for townhnomes, the deed for the conveyance of each townlhome unit shall contain a restriction indicating that if trash cans are used at individual units, they should be stored in the garage, bud if they are stored outside the garage, they will be screened from view with a decorative fence and/or landscaping. 77. In the event Tract 13 is developed for townlhomes, short-term rentals (rentals less than 6 months) shall be prohibited. This restriction shall be incorporated into the joint HOA documents and shall also be enforceable by the City. 78. The subdivision infrastructure for Tract 13 (Bus Puking and Maintenance/I'ownhomes) will be sized for ilia primary use of lownlhomes, which requires higher service levels than the bus parking/maintenance use. 79. In the event Tract 13 is developed for townlhomes, Tract 13 shall be developed consistent with all provisions ofthe Ocoee Land Development Code relating to townlhomes In affect at the time of development. Nothing herein shall be construed as granting any subdivision or site plan approval for Tract 13. 80. Except as odnenvise agreed to by ilia City and School Board, the School Board is not contributing toward the costs of the master project infrastructure, including roads, utilities and the master stormwater system within the PUD and for bringing of infrastructure improvements up to the PUD. Notwithstanding the foregoing, in the event Tracts 12, 12A, 12B, 13 and 41 are developed or utilized for any purpose other than as a Bus Depot and associated purposes related thereto, then: (a) the developer of Tenet 13 shall be solely responsible for the construction of the segment of Ocoee Parkway (including associated stormwater ponds, utilities, intersection improvements, tun lanes and sidewalks) within Tracts 12C, 35 and 16B from Fuller's Cross Road to the southern boundary line extended of Tract 4 and to the extent the City or others install all or some of the above -referenced infrastructure the City shall notify the owner of Tract 13 of its intent to install such infrastructure prior to commencing such work and the developer shall rehnburse 100% of the costs and expenses incurred within sixty (60) days of receipt of a written demand for such reInmbursement accompanied by documentation with respect to the expense for which reimbursement is sought; and (b) no building permits or Certificates of Occupancy shall be issued by the City for Tracts 12, I2A, 12B, 13 or 41 until such time as the City issues a Certificate of Completion for such infrastructure and, if applicable, receives die foregoing reimbursement. The foregoing condition is a material inducement to the City to allow Tract 13 to be developed or utilized for purposes other than as a Bus Depot aid the City would not allow such in the absence of this condition which is intended to allocate to Tracts 12, 12A, 12B, 13 and 41 an equitable portion of the master project infrastructure costs which are otherwise being home by the City or others. 81. Intentionally Deleted. 82. If Tract 13 is developed as a Bus Depot, at a minimum there shall be a landscape buffer of 25' between the Buts Depot use and both the West Orange Trail and Ocoee Parkway. The landscape buffer shall contain a berm and the property line between Tenet 13 and We West Orange Trail shall be fenced with a black fence with black posts and mils, and a creeping vine planted along the fence. If Tract 13 is developed as lownhomes, the minimum landscape buffer shall be IV. Adjacent tract landscape buffers will remain at 10' as designated on various sheets of these plans. Sidewalks. 83. Sidewalks shall be constructed in locations as shown on the Preliminary Subdivision Plan. With the exception of development of Tracts 4 and 5 sidewalks which are shown to be within the development parcels shall be constructed at die cast of the parcel developer and shall be constructed prior to issuance of the first Certificate of Occupancy for the parcel. Sidewalks shown within the right-of-way as well as street lighting and landscaping shall be constructed as part ofthe corresponding infrastructure improvements. 84. At all comers and where otherwise applicable, sidewalks shall have access mmps constructed to acconuhodate those in wheelchairs and others who are physically challenged. Wetlands. 85. Welland and existing surface water impact for this property is regulated by SJRWhID and FDEP. General or Individual permits are required =&Subjealt. s prior to commencement of construction. �6.Blow, ilia Developer shall comply with all requirements of the City and other governmental entities with jurisdiction to s being preserved and to prevent any disturbance, siltation, or other construction below the natural wetland lines. Further, the areas below the natural wetland lines shall be fenced off (and silt fences shall be installed) during construction activities inunediately adjacent to the wetlands, in order to mhhinhize disturbances of the wetlands during construction. 87. The Developer agrees to implement the wetland impact and mitigation plan provided in Section C of Ilia Crown Point PUD Conceptual Environmental Resource Permit Application and Slormwater Management Computations site as set forth in the submission dated September 22, 2002 from V HB to St. John's River Water Management District (SJRhiD) and its attachments. The Developer agrees to undertake the Developer commitments set forth in the report. The Developer must obtain approval from the City to deviate there from. 88. With respect to flood plains and wetlands, the Developer agrees as follows: a. There shall be no development in the 100- ear flood plain. P Y b. If the Developer obtains development permits from the St. Johns River Water Management District, which allow for a wetland enhancement program, then the Developer may develop in accordance with those permits, so long as the development is consistent with the Preliminary Subdivision Plan submitted to the City by the Developer. Without limiting the foregoing, the Developer acknowledges that the City will accept the concept of having retention of stormwater lit wetlands, but only if tie wetlands are still defined as functional, enhanced wetlands in die post -development stale. There may be exceptions to this standard of certain locations specifically approved as part ofthe Final Subdivision Plan. In the event the Developer does not obtain development permits from St. Johns River Water Management District for intrusion or enhancement of wetlands, than the Developer will submit to the City a modification ofthe current Preliminary Subdivision Plan wherein no intrusion or enhancement of wetlands is provided. c. To the extent any wetlands located within the subject property have not been dedicated to the St. Johns River Witter Management District, the Developer agrees, at the request ofthe City, to dedicate such wetlands to tine City for conservation or open space purposes (or for recreational purposes as approved by the City and the St. Johns River Water Management District). Stormwater. 89. All property in this PUD is subject to the provisions of Article I of Chapter 150 of the City Code, the Slonnwaler Management Utility System Article. In addition, die City may establish within the PUD one or more stormwater ulililies for the operation of the stormwater management system and/or one or more stormwater management system benefit areas for the operation, maintenance and administration of the public stormwater management system for the benefit of all or a portion of the PUD. Any such stormwater ulil ily maybe designated by the City as the maintenance entity for the project's stormwater management system. 90. In the event one or more stormwater utilities are established within the PUD the City of Ocoee will retain title to the stormwater management tracts and the stormwater utilities will operate and maintain the stormwater systems within the stormwater tracts. 91. In the event the master stormwater retention ponds are conveyed to a property owner's association (We "Associations') then the Developer shall remain responsible for the maintenance ofthe project's master stormwater management system ("SWMS'), including all master stormwater retention ponds, until such time as: (i) the SWbIS for the project is constructed and appropriate certificates of completion issued by both the City and the SJRWMD, (ii) the raster stormwater 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 ofthe SJRWAID told all transfer records required by SJRWhID have been executed and accepted by SJRWMD, (iv) the City has been provided with a copy of the developer's proposed maintenance plan with respect to the SWIXIS, and (v) the City hes been provided with a written statement from the Association acknowledging receipt ofthe Developer's proposed maintenance plan with respect to the SWbIS and that the Association is responsible for the maintenance of the S1VMS. Declannton Documents. 92. All Declaration of Covenants and Restrictions affecting the Property shall include the following provisions: a. Provision allowing the City to levy, collect, enforce assessments for maintenance of common areas if the Association fails to do so or fails to maintain assessments at a level allowing for adequate maintenance. b. Provision grating the City the right, but not the obligation, to maintain/repair the SWbIS and obtain reimbursement from the Association, or from the Developer if (i) turnover of control to the members has not occurred, or (ii) if the Developer is still responsible for maintenance of the SWMS. C. Provision providing that the S1VMS will be transferred to a responsible operationtmaintenance entity acceptable to ilia 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 oftbe Association. d. Provision that the Association shall at all times be In good standing with the Florida -Secretary of State. e. Provision [hat at the time of turnover of control of [Ire Association to the members, the Declarant shall deliver to the new Board of Directors the maintenance plan forthe SWbIS accompanied by an engineer's certification that the SWbIS is f inctioning in accordance with all approved plans and permits. To the extent that any such engineer's report indicates any corrective action is required the Declarant shall be required to diligently undertake such corrective action at the Declarnl's expense and to post a cash bond with the Association for the estimated costs of such corrective action. f. Provision that no property owned by the City or any other governmental entity shall be subject to assessments levied by the Association. g. -Pmm,iseen-i�Tp Ling-byr^.- ce-the-Crown-Peint-Develepmwn"tandards. Ill. Provision that any amendment to any provision affecting the City requires the consent of the City in all instrument recorded with the amendment. Miscellaneous. 93. This property is subject to the terms and conditions of that certain unrecorded Inlerlocal Agreement between the City of Ocoee, and the Orange County School Board dated June 13, 2000, as it may from time to tittle be amended. 94. Ilia City of Ocoee is subject to the terms, provisions and restrictions of Florida Statutes Chapter 163 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 should be construed as such an exemption. 95. A copy of Ilia PUD Land Use Plan shall be available for review by prospective buyers in all residential sales offices. 96. Pursuant to the provisions ofthe City of Ocoee Land Development Code, all subdivision signage must be consistent with the legally assigned name ofthe subdivision. Any subsequent change to the name ofthe subdivision must be approved by ilia City Commission. 97. This subdivision plan will comply with City of Ocoee Code Chapter 48.5, relating to motorboats capable of generating more than ten (10) horsepower. 98. Minor relocation of \Vest Orange Trail is anticipated to allow construction ofthe Ocoee Crown Point PUD. The minor relocation ofthe West Orange Trail through the Village Center must provide users with one safe crossing across Ocoee -Apopka Road. The Village Center shall serve as a destination along the West Orange Trail and connect the Crovit Point project with the surrounding destination. Additionally, the School Board intends to connect Tract 5 to the West Orange Trail by a pedestrian walkway, and install a bicycle rack adjacent to the West Orange Trail. Modification to the West Orange Trail is subject to the Tri-Party Agreement (OR Bk 5889, Pgs. 1797-1911). Time proposed modification shall be approved by the City of Winter Garden and Orange County Parks and Recreation Department prior to commencing construction. 99. A utility agreement will be required between Orange County Public Utilities and the City of Ocoee to allow the following: a) connection ofthe water mains to improve fire flow conditions for the Ocoee Crown Point PUD and b) OCPU sanitary sewer service for the commercial and public service parcels south of the beltway. The agreement shall be in place prior to issuance of the utility construction permit for the initial phase ofthe project unless otherwise agreed to by the City. 100. The Preliminary Subdivision Plan is intended primarily to provide a plan for the streets, utilities and stormwater management to serve the high school site (Tract 5). Facilities shorn on this plan that would serve all other tracts are conceptual only. Prior to development of any other tracts beyond Tract 5, separate Preliminary Subdivision Plans must be submitted and approved for those additional tracts. 101. Notwithstanding Tract 1 being labeled" Waterfront Village," the Waterfront Village shall consist of Tracts 1, 43, 45 and 3A which shall total at least 10 acres. 102. At such time as the City conveys all or one ofthe school -related tracts to the School Board the School Board shall convey Tracts 12, 12A, 12B and 12C to the City. At the time of said conveyances, the City shall grant to ilia School Board an access and stormwater retention easement over Tracts 12, 12A, 12B and 12C. 103. It is the intent of these Conditions of Approval to allow the City end the School Board to swap tracts within the Workforce Education portion of the PUD and the Village Center portion of the PUD, if and to the extent mutually agreed upon by the City and School Board. Accordingly, the Workforce Education uses and the commercial was within the Workforce Education portion ofthe PUD and the Village Center portion of the PUD may swap or interchange, subject to the approval ofthe City, without the need to amend tie Ocoee Crown Point PUD. 225 E. Robinson Street Suite 300 Orlando, FL 32801 407.839AO06 Certificate of Authorization Number FL #3932 104. Al the time of development of Tract 4 by the School Board, the City mid School Board may enter into an Inlerlocal Agreement providing for the shared use ofthe Tract 4 recreational and parking facilities. 105. Notwithstanding anything contained in these Conditions of Approval or shown oil any sheet ofthe plans to which these Conditions of Approval are attached, the City is under no obligation to include any specific level of landscaping (including, but not limited to trees, bushes or decorative details, structures or fountains) with any ofthe subdivision infrastructure. 106. The Owner of each tract within the PUD shall have the right to apply to the City for a change in the land use or speck Conditions of Approval as they relate to that tract without the requirement that the tract owner obtain the joinder and consent of any other landowner within the PUD. 107. All pedestrian areas (trails, cut -through trails, bike paths, boardwalks, ere.) shall be open to the public. Street Lights 108. Street lights, security lights and lighting, within the public rights -of -way, for common areas meeting current land development code requirements shall be installed by the owner prior to Certificate of Completion at the owner's expense. The City will be responsible for all operating costs and any future replacement costs relating to such lighting. If upgraded lights are installed, the owner and association will be required to complete and execute a City of Ocoee Owners and Association Agreement for upgraded street lights with the owner and the association being responsible for operating costs for the difference between standard street lights and upgraded street lights. 109. Street lights, security lights and lighting, within the private gated communities, for common areas meeting current land development code requirements shall be installed by the owner prior to Certificate of Completion at the owner's expense. The owner and association will be responsible for all operating costs and any future replacement costs relating to such lighting If upgraded lights are installed, the owner and association will be required to complete and execute a City of Ocoee Owners and Association Agreement for upgraded street lights with the owner and the association being responsible for operating costs for the difference between standard street lights and upgraded street lights. NOTE: CONDITIONS OF APPROVAL AS APPROVED BY THE CITY COMMISSION ON SEPTEMBER 15, 2015, UNDER .AGENDA SECTION H. ITEM 10. Ocoee Crown Point PUD Phase 26 Ocoee, Florida NO se.,aw 3 RevisedwGCY&OCU—t wa Appta 03M3/1017 2 Rented per Gty&Cwnry ram,ent 09N1/NI6 1 Submit toaryor Ocue&ON OSA6/2016 —9—J by y JRH NEE a:„ee ra on. Construction Approval May 6, 2016 Vertical Datum NAVD88 DmJ+g raw Conditions of Approval P-xl,gnvnber &C9.16 snwt of James Hoffman, P.E. P.E. $ 75623 RoJM Number DATE: Mar. 03, 2017 61975.00 6197500—PH2B—COA DWG ITEM NUMBER IV. A. PUBLIC HEARING OCOEE VILLAGE PRELIMINARY SITE PLAN Mayor 4.010P / Commissioners Rusty Johnson _\ 0P John Grogan, District 1 `` J Rosemary Wilsen, District 2 City Manager )( > Richard Firstner, District 3 Robert Frank '' )(->' Joel F. Keller, District 4 home STAFF REPORT TO: The Planning ang Commission FROM: Michael Rumer, Ci anner DATE: May 4, 2017 SUBJECT: Ocoee Village Preliminary Site Plan Project# LS-2016-008 ISSUE: Should the Planning & Zoning Commission recommend approval of the Preliminary Site Plan for Ocoee Village? BACKGROUND: The Ocoee Village project is located on Franklin Street/SR 438, east of SR 429. The parcel number for the project is 18-22-28-0000-00-025. This project is proposing to construct four (4) office/buildings on approximately 5.77 acres. The site is currently undeveloped and covered with a mixture of pine trees, oak trees and other varieties of trees scattered around the property. The subject site is currently zoned "Community Commercial" (C-2). The Future Land Use designation for the subject site is "Commercial. 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 High Density Residential/ R-3(Residential)and C-2 Vacant Undeveloped Land Commercial (Commercial) East Commercial City of Ocoee(C-2) Auto Body Shop South Light Industrial City of Ocoee(I-1) Vacant Undeveloped Land West N/A N/A 429 E •resswa The property lies within the SR 429 Overlay area. The SR 429 Overlay criteria is close to being finalized and sent through for adoption. City Staff has worked with the applicant and the consultant (GAI) to provide a plan that meets the concepts in the draft overlay. Urban Design: The site plan meets the intention of the SR 429 Overlay and has been reviewed by the City's Consultant that is drafting the criteria. The site plan, building layout and elevations are provided in the plans. The Planning and Zoning Commission Meeting Date May 9, 2017 Page 2 of 2 DISCUSSION: The Ocoee Village Preliminary Site Plan (PSP) will be developed as a mixed-use commercial, and office buildings consisting of four (4) buildings totaling over 88,000 sq. ft. The four buildings will have a total of 47,139 sq. ft. of office and 41,139 sq. ft. of retail/restaurant space. Phase 1 will consist of Building #1 which will have the Headquarters of BridgeWell Capital LLC. This multi-story building will have not only the offices of BridgeWell Capital, but will also include a Bank and restaurants and retail. All four buildings are two-stories and will have balconies that will allow for outdoor dining on the first floor. Access into the subject site will be provided through the main entrance on Franklin Street which is controlled by the Florida Department of Transportation. An additional entrance is being provided on the east side of the site to provide access from the future realignment of Silver Star Road. Stormwater retention will be provided on site. The site will also be serviced with City of Ocoee Water and Sewer. DEVELOPMENT REVIEW COMMITTEE RECOMMENDATION: The Development Review Committee (DRC) met on May 2, 2017, and reviewed the Preliminary Site Plan for Ocoee Village. The DRC voted to recommend approval of the Preliminary Site Plan for the Ocoee Village project. STAFF RECOMMENDATION: Staff recommends that the Planning and Zoning Commission recommend approval of the Preliminary Site Plan for Ocoee Village. Attachments: Location Map; Aerial; Zoning Map; Preliminary Site Plan for Ocoee Village Elevation L i I j I H 1 C - m pu q '1 �a 7.- 4 Wm"1111 ill• •A y MT ISSN _ _r P y'47 ',/-x-i-- c y .. 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O v N O �i N .. .d 76 i 1 :T.(' ~ U N w ' ' CC i m Z U cC CC CC CC — c a) U M Z ° � O MO () D) ioU .0 0 v N. oa) Q rnrnrnrn3 c •N c cc c c 0 = 00 Q, i 5 N o O ` — — — — Q) > t/) d N 0 O co v N a) 0- m a) a) a) a) - •3 10 a) o E '(2m " p p o- 0 _ m v 2 0000= ^ 0 (D >, (J) o E c o d . D £ a) o o E E E E (a c 0 ._ c) •c a o Q c (a m (a (0 LL 0 0 - •" U '0 0 C (7 0 V) u°)) ••- g. d N _ . d U O +L' ui N N N N °� Q N () 1 E V 2 2 ? 8 3 0 U N vo) N al 'C U m C 7 O a) O a) a) Q) O p a) 7 C x N Co 0 (o C) U U) in in (n (1) O 2 2 a z U 0 ctoes 0 U J 2 2 a nJ OC] 1 111111 im 1 - \ Ocoee Village Ocoee, FL Preliminary Site Plan for Franklin Management, LLC Project Team Owner / Developer Franklin Manag.m 4 LLC 496 Delaney Avenue Orlando, FL 32801 Ph: 407-447-5000 Architect Cuhaci & Peterson 1925 Prospect Avenue Orlando, FL 32814 Ph: 407-661-9100 Surveyor Bish— Surveying & Mapping, Ina. Donald W. Biahmnn, P.S.M. 32 W. Plant Street Winter Garden, FL 34787 Ph: 407-905-8877 Far: 407-905-8875 Civil Engineer Denhaat Engineering, LLC 5212 Timberview Terrace Orlando, FL 32819 Ph: 407-217-5487 Geotechnical Engineer Cavin Geotechnical & Envlronmeatsl, LLC 601 Islebay Drive Apollo BeaW4 FL 33572 Ph: 352-267-5560 Environment and Permitting Services Bio-Tech Consulting, Inc. 2002 Feat Robinson Street Orlando, FL 32803 Ph: 407-894-5969 by Call Sunshine Before You Dig (1-800-432-4770) Utilities Drinking Water Electric City of Ocoee Duna Energy 1800 A.D. Mims Road P.P. B. 1004 ros. O, Florida 34761 Charlotte, N.C. 28201 (407)905-3159 866-372-4663 Sanitary Sewer Phone City of ococo Century Link 1800 A.D. Mime Road 555 Lek. Border Drive Ocoee, Florida 34761 Apopka, FL 32703 (407)905-3159 844-837-2765 Cable Garbage Disposal Bright House Cityof Ocoee 894 Maguire Road 301 Maguire Road Ocoee, FL 34761 Ocoee, Florida 34761 407-291-2500 (407) 905-3170 Vicinity Map STR: 18, 22S, 28E 1" = 600' Drawing Index No. I Title 1 Cover 2 Boundary & Topographic Survey 3 Dimension Plan 4A Utility Plan 4B Drainage Plan 5 Details Denham Engineering, LLC Orlando: 407-217-5487 Clermont: 3 52-989-1915 BrianQDenhamENO.com www.DenhamENG.com Franklin Management LLC Ocoee Village Ocoee, FL Preliminary Site Plans Cover Sheet Revisions I P7-/5-/E Rerc'sM ptr Cb Comments 2 �0-/O-/0.Ad0 B o4 On Mh J W-07--11 R.r Pew Ot, Cwnmevrh 5 5 J 9 Revised Plana not valid unless signed, 04-07-2017 Dated and sealed below. 10-13-2016 04-07-2017 04-07-2017 04-07-2017 04-07-2017 J. Brian Denham, P.E. Date: 0i-07 za7 FL Regiahatioa #58008 Certiflcate of Authorization #29666 N W B GRAPHIC SCALE 0 300 600 1 inch = 600 ft. Sheet Number 1 of 5 V i— Lu u. BOUNDARY and TOPOGRAPHIC SURVEY � SURWYORS NOTES DESCRIPTION - O.R. 11022 PAGE 3813 1. NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A O = j W N FLORIDA LICENSED SURVEYOR AND MAPPER. THE WEST 522 FEET OF THE 11E i/4 THE SW 1/4 NORTH OF ROAD (LESS PART TAKEN FOR RIGHT-OF-WAY ON 2 LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHTS OF WAY, Ui L¢ll SOU 7H PER O.R. 546I/I225 CI 9B-144J) IN SECTION 18, TOWNSHIP 22, RANGE 28, ORANGE COUNTY, FLORIDA EASEMENTS OWNERSHIP, OR OTHER INSTRUMENTS OF RECORD, BY THIS FIRM. ~ Z 0 Z CONTAINING 5.766 ACRES, MORE OR LESS. 3. RENSIONS DO NOT CONSTITUTE A RECERTIFICATION OF THE EXISTING FIELD U ^ O N CONDITIONS OF THIS SURVEY. W A BEARINOS SHOWN HEREON ARE BASED DIN THE FOLLOWING: THE NORTH LINE -" i— (v N OF SW 1/4 AS 1,187'51'10-E (ASSUMED). C 5. THE DESCRIPTION SHOWT! HEREON WAS SUPPLIED BY THE CLIENT. 6. UNDERGROUND IMPROVEMENTS AND INSTALLATIONS HAYS NOT BE77! - LOCATED. 7. THE LANDS SHOWN HEREON UE PARTIALLY WITHIN ZONE X (AREAS- DETFFMINEO TO BE OUTSIDE THE 500 YEAR FLOW PWN) WITH PORTIONS LYING WITHIN ZONE AN - CONTOUR 119. (FLOOD DEPTHS OF I TO 3 FEET - USUALLY AREAS OF PONDING), THE IX ANNUAL CHANCE FLOW (100-YEAR FLOW), ALSO KNOWN AS THE BASE FLOOD, IS THE FLOW THAT HAS A 1X - " =''-'I IF CHANCE OF BEING EWALED OR EXCEEDED IN ANY GIVEN YEAR. THE BASE _ - I FLOOD ELEVAT ON IS THE WATER -SURFACE aEVAnOH OF THE iR ANNUAL n m I 1 CHANCE FLOOD. AS SHOWN HEREON, ACCORDING TO OF MAP NO. ^ o l / ` 12095CO210F AND COMMUNITY NO 120165 0210 F, DATED SEPTEMBER 25, ` 13 PER BENCH MARK NUMBER C 1051 OH" ELEVATION = rrl 8. THE ETEVA71ONS SHOWN HEREON ARE BASED ON ORANGE COUNTY DATUM Z 2 122744 (HAVE) 1888 • , � - - , , 1 - CORAL KEY DR._ _ _ _ _ _ , 9. 57E BENCH MARKS ARE AS SHOWN HEREON. " F =� 14 SECTION,- I ! r SURVEYINEG AND MAPPING, INC. AND IS NOTTTHETMPROPER'YOF OF EDICLIE1NTN¢v a PIONEER KEY PARK TWO n - % 1 I. B L CJ C K I I I I I OG 15 I 1 I 2 I 3 i 4 1 5 I „ I I dl } ¢ w rARr x-1 I I I N.W. CORNER N.E 114.1 CArW E S.W. 114 SECTIW! RED - - / xVN-II{I) I I I 11 II \ cz ¢ W • ww Roo I 16 I I NORTH LINE OF SW. 1/4, SECTION 18-22-28 . _ r . _ - Acne •rs n7{' \ N8781'10E I 522.26' 0 1 f�i o W —_- -III ♦ o_.-.v_----_ _ _ r,i - ,- �;�----�-Iflj� I - ,r, F, � M3 o-�\--- o o �rr, \\\�� Gam/ III IT 8 1 ,E < < o IIII "'�\\\ I . / I �11��11 .. TI a IIII I I/ Ij 9 1 0 IIIII - I _-.E2 ,11 , r, p ill°/ , j I I Ij II\Ii 1 Ci z jII( n, I 10 1 .E.fill ,, 0 W � , � � ��'e � : i I II Ir I II I L 11 I ,--; , - . E -► - ¢ a: 12 GRAPHIC SCALE a ¢ n ill I�/1 13 G I I_■_� Lo IN III cz,z w� IIII %6j I 14 - III - - --- I 1v 1- -- (- - I I I I o ll a` r,dI I I I I I 1Y HI CKE.Y SUBDI V1S.ION II Q D e.<I �Ila I I 'itI I 4i i ' 1 I a B LI O C K I B I 1 I B L O C K I A I l y i Tie=m IIIII 1 . I r. r r y 16 18 i g 10 8 7 1 1 I R m I cR NAB rnsnmrr I ON FEE ( 15 1 16 17 18 I V1 I 15 I I 17 I I I WN j p REC0IEFFD 5/a' ma! 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R I CAP MOT Ill)tr ! r�� eA cAa v 72uOD xAn nwscH --0—.-0-�,� p / , I ris'1wFAfE D•VIH/1Y CAttN 0I9N _ 1 arv=nn'w' _ k r ruvAnav-rizu I /+ vs7 _ I I `J • `° N897803 E., '282.72 '- _ r- -<eavr / -cir�"'nas7 omn of I I I L-7-7 .'tE- '--n R/Ir'� 18.7T�(xnveal I wriw,sv5 r' I- -_-_ACCESS R/W _L4'";iA1.- WiRAV 1B 7z74' ,' - - .-1 . .5461 PAi,E 1225 - y1 W� ROD`v e--_ ___ _ - - --_-_>_L_u i__� 's —r — --- c0 - , - cTaraA JN - - - - -- E ROAD .-NO. - 438., `•�r�'� - - -_ �' - - - -;ia - - .�,Ar.Ta,.� T`- -- _S T - - --- v - J �A 1 , (FRANKLIN "ST.) tearsA a Hs"nsine - - LL .m l,a7r caama e i anm_�. ti _ _ _ - t _ f �' - _ ran Au -- _ _ Ir f r-r ,_ _ _ _ — r _ �'� — _ — — — .-, C:) 1 ,�"�,w-106, _ _ .,., �• =_ _ _ rTr� J / - ,E 1 I Z O i 11 3 I I eO 3 _._.- �_.=.s`.-� _-_ —�_----�_•=°' --._,ram.-, —'_ —•— > I I� ¢ Y I I I I I � I III m 1,:�99T59� ¢ 0 I--- I I , 1 B L OI C K C I I G 15 ' I 1 I I I I I "' 3 4 C)5 I I 1 2 � , I uu tr r.l arlul n r I I SITE DATA: (� 1 Parcel Id-tifimtion Nu ter 18 22-28-OWO OM25 2 Site is located in Section 18, Township 22 South Rarge 28 East, Orange County, FL _ 11��1, - I l t I ', Ilj lir'I: 3 Current 6Proposed Zoning: C-2 Lommer[Id 16 �'�' I - - 11 IF+ I 4 Current 6 Proposed Future lard Use Commercial i l' 11-'Ill I lilt 1 I- I�;r . I '+ I I 5. Existing Use- Vamnt 6, Proposed Use: (4)Two Story8ulldings Building# Area/ Area/Us¢ Use 12.0' 10.0 1 12,3005E Office 6,3005E Retell 4_1 -------..i---------C _ _______--- 10.0' 12.0' _ _ -------I _ __ - 4 1300E SF OFf 130085E Retail - 9.0 - 1 I I 12 31 SF Office 12 631 SF Retail rJl----- --------- --- i-18n[e a2. 9,300 SF Office 9,300 SF Retail DD 9.019 S00'3 � r e it 1 --- 9.0 47,139 SF Office 41,1395F Retall =882785F Total 1-50.0' �1�0� } } } R3,0 E 7. Parking. Requl sd= l space / 333 SFRetail or Office= 265 spaces } Provided = 1 space / 287 SF Retail or Office = 308 spaces 7.0'� -I R3.0' _ - _ 22.0' _ _- __ I `•'0' Rl 0' - _ _ - _ - _ _ _ _ _ _ _ _ _ _ _ - _ _ - S.0' _ i Handicap Spaces Required = 7, Provided= 14 (includes 1 tan space) RI0.W - - - - ,7 , t 9 Bicycle es -9 Pravided-9 1 .;'. R15. ' B _ Bi Ie Spaces, Required ', �'• 142 _----------1 ,,. I _y 1��•_ 10. Site Arm. 251,1365 ( C) I "I 1 F 5,77 A 11. Buildn Sel6acks: Front rd, 25'Re d 71.67, Provided • 18,0' 1 :12 I B Ya Required 5f6.7'. 1 ay i �- I Rearyard: 10' Required 7604'Frost)7199'(6ssi)Providrd t.- 18.0 - Rmrlard: 50' Required 6204'Provided ---9.01 I . 60.0' -� ,, 1 t' _ ___ 12. La dsmpe Buffers: Front rd: 10' R fired ld Provided 10.0'-- - 18.0' I I I -� Sideyord 5' Required 63Provided _ I I i -- 1 - 9.0' - - _ Rear yard. 12' RapAred 12 Previded 22�0' �I I 1� L1,I1D' 13. Impervious Area Past Development t Pre Development 9 0 I I ,� 14. Open Space. 75.341 SF Wig-= 30% ^,1 - .'.� 146.7' __ _-_ __ _ _ -f _y, „ 12.0 _L i6, adidng Helghh Max 46 FT, Proposed- 28 FT j r _ [L C II I> 12.0 I 1 5.0-1 16. Construction within 100 flood bin is proposed. If the H Oe t t o v s of -fist-t. within the 100 +-5.0, -TOF�, � .. I ; 122.0'r- PUILDIII, a Yr- P Proo orcAng par men pproe year �- ( I _ _ T OF' , - ed T 18.0' - ! flood Akin, compenmting storage will need to be approved. 18,0' F iF - T FL OOF - 1 r C 12.0 17. The Finished Floor Elnation shall eycr<d the 100 FIF=1 FLOOF year flood loin for the adjacent bad the t t t FT n I._ F -� ' 2 0' �- I I ruad ry5 ens by p ja¢n your praj¢[.eamwa¢r • OFFIIlii FLOOF - 12.0'.d 5.0 1 i--i.7.C„_ FE „1L i_ ii� w 19. Wetimeds-mnetan sne Report by Biotech, h data TPo fe,,t. Flood�in Elev.26,2016 BTC file#101-23 - 2�I{D' OFFICE I W _ r- i I -F w 208.T F„FI II _ 1 14"!1 J 5. I' -ErOIC FLOOF - w -- 9,0'I I - - 19. War_ 4 Sanitary Sewer will proHded by City of Cieoee ( ) ❑F F I F ! I 20. All On-5ita utilities shall be privately owned A naintainrd. 9.0' FE1 DE I. F 2L Solid Waste by private coat-t. FFO IDEC _ �+C 12•% I - I - 22. Pre -construction rreeHrgswilh the City am required prior to commzncement of coruiructlon. 1^ -T LL• T�� I 0. I (-'E'I111FEEi = _ u I - 23. Projectto corrgly with 2010 FL A-"bility Code 18.0' ' I FFO 'IDED - �'4 22.pn I 24. And a _ a�o to be sodded _ 26. All ' esfallr to brAWi ndt. _ l2,0',A5 L., � 1 „ 9.0' _ - 1'•i sr9 9 nquireasy,am ngP¢r _ 1 •• 1 T 2.0'•b 1 r„r 26. All drrp usterencsur kesond site lighting shall requireasepamte build'urm g peit, 0 4 9.0' .' I 1 T r I, 27Site fuMsh'ags (be -ha, receptacles, and bike racks)should be decorative in nature, heavy-duty and durable for the outside - 1 2 .0. 5}m ' _ wr�mmt. . 18.0' �•"- 1 - I r 9.0� 28, Phosi : Phase 1- Inf-tructur¢, Building 1; Phase 2 = Bufld'eg 2; Phase 3 = Braldug 3; Phase 4 = Building 4. �_ 1 -- - -- - ---- 1 217.0' 12.Otd 29. Lemrbeacrtatran(PER PROPERTY APPRAISERS SITE) BEGINNING AT THE NORTHEAST CORNER OF THE NORTHWEST f OF THE SOUTHWEST} THENCE SOUTH 609.5 left- 18.0' FEET, THENCE EAST 522.8 FT, THENCE NORTH 609.5 FEET, THENCE WEST 5228 FEET TO THE POINT OF v' - - - i BEGINNING (LESS ROAD ON SOUTH PER DEED BOOK 420/11) AND (LESS PART TAKEN FOR PIGHT OF WAY ON SOUTH _ PER OR. BOOK 5461/1225 C198-1443) SECTION 16, TOWNSHIP 22 SOUTH, RANGE 28 EAST, 1 9.0' I ISO CONTAINING 251,136 e/- SF, OR 5.77 ACRES MORE OR LESS. - L--------------------J C %O R3,U' R30' F„FI :,FE:. 60.0 --- ._ \ 1 � t�5_1 t;,, �"''- ,.:',. I I IRR3 .0' R35, ' 15• Parking Calculations 3/24/2017 - 22.- - - = _ - 22.0' - - I Building �tio # Total Total R10.0' I 18.0' R15.0' Rego Required -�9 r(,, + n i,-O� �I 15. - ,.( {� I R1S.0' I Bklg Tenant Area Required (1/X of Perking PerkingR15 •0�18 , 18�0' I9.0 OI +{9.0�•+- I I I SF (1 / X SF) Seats) Seats Reaulred Provided I I Il ff R10..0 ( I 'L_ I ' ---" 1 Restaurant -Regular I 4 18.0'�- ., t �,:.. • I5.0' R� .. (, '. " 7 0' ' 1 Restaurant-FF 4 I I�_ I ` 7.0' _S.U' •7.4 1 I I 1 Office - 1st Floor 3.000 333 1 9.0 1 9.0 �� } 9•U 1 Retail -1sl Fl= 6,300 3331 18.91 30.0 II FLIIL DIIIG I 1� EUILDII;'� = i I 1 Office-2nd Floor 9,300 333I 1 27.9 56 30.0 69 6A lul - =roF: - -+ 18 0 - - j FIT rLOOF - FET.,II l =F--'3J0'�- FIF -T FLOUT FFT"IL 18 11 2 Restaurant-Reoular I 41 7.0'-- r- 410• FIF-T FLOOF OFFt E - -F 15.0'' -"_' F 60.0' - - 1 2 Restaurant-FF I 41 I I hOJQ DDID FLOOF ❑FFI E -F 60,0'-E=OIIU FLOOF - OFFIrF d 2 ReUII 333 I I I IY Yf 1 9.0' �1 -I; I'.' II" ''- 2 Retail -1st Floor 9.300I 333 _ I - 22. ' F"F'1 III FE u[FE[ 15.0 + 1 F 1 27.9 40 1 F„F7 ll to FFO [DED - - F„F7 it u; FE1,LIIFED - - r I _-I / II tr'ri tla� 2 Ottice-Znd Floor 1 9.3001 333 1�27.9I 56 30 70 -r p F„PI il!, FPO. it'ED = _ •' 22i0 1 Y i f _:_ Lyr.f 1_v' I 3 Restaurant -Regular 1 1 41 1 (,x II 155.0' 155.0' j •L I-- - 1 j r'�3 Restaurant-FF 4 •'p� --7.0' - I I 3 Retail -._-I- _ 333-- '118.0' I a+ CCl FFCU E'F'EC�EI: ,,� 1,0},01 111J�IP iF�ECE';:^'IDI _II 110,01 I�I_� 9.0, - !I 3 Re1aB-tat Floor 12.531 333 I 37.6r369 _ - - 3 Office - 2nd Floor 1 12,531 1 333 1 1 37.6 76 85 '� 1 -12,0 .0 12.0 } - 4 Restaurant -Regular 41 y.0' 18. ' 9.0 - 8. I' I I"I II 12.0 1 12,0' O'jIF- (hr8. ' 18.0' 4 1Restaurant-FF I 41 1 - _ 6, fib. J S 1 ki . I -� 1 � �� f L� - R35.0' I , 4 (Retail I 333 I R15.0' L,, R10.0' •+3,0' _ 22.0' -1 -5'0� rvirr. le �0'_ `j 4 IReled-1st Floor 13,0081 333 I 39.1 44 5 - - r.,, r.tr r l:: 15 5 4 (Office -2nd Floor 13,008 1 333 I 39.1 78 40 84 II _ R-9 TIR15.CR 5.0' 0 _rtotal 88.278 u,`j�,----------r,+Ju; I FD (�I 285.1 308 O1 18ll. I 12.Q'�-',9,0} I4 4 l �I 300 r! 10.0' % y _--_---- 25.0' rr -u La it j • „1 r F, , -- " a�r'ari --- _y') -.j ' I I -II , III I IF 'I 'A" EfltiC I .,o `n I 8.0' ' ;' -" I.17,i1 II !' .1� _ IS'•� ( _' 1' all I I , I n I �` Il ; :Il 1, ' 1„_- I l HC - " 'I I z t R35:0'--� -- - - - �, p `I if I I I ji0l I,: n Ephesians 6:11-17 Denham Engineering, LLC Orlando: 407-217-5487 Clermont: 3 52-989-1915 Brian@lDenhamENO.com www.DenhamENG.com Franklin Management LLC Ocoee Village Ocoee, FL Preliminary Site Plans Dimension Plan Revisions 1 a- -an �a'-/o-r %aai was 1 I -IS--/ Rnun - an, Clrnmrnfs 2 0-10-1 Ode yak a ds IA_h j /moo-ls F�•ng V.Y' 4 Ili-0� I Re ao, - Or, Commrntr sl sl 7I sl I gl I Place not valid unless Signed, Dated and Sealed below. J. Brian Denham, P.E. Date: 04-07-201 FL Reglsttatica #58008 Caldflc ste of Authorization #29666 N W B GRAPHIC SCALE 0 30 60 1 inch = 30 ft. Sheet Number 3 of 5 Utility Notes I. ftMTAFhe Fbw C-IeUWmr. ImgmAnu=14,9244TMIVMMV(�-ft.6-F.Wimabdb., 2,W gpm,ogW dva 2 f. brd„a,a 2. Camador shall be mpomble Limomtadag all mTOy mnTpda aodT gbatim afdaahewdaapdmaammmdas waatm. ao, We eaaadar "It me gecid cue a wvtag a,omd andnaadl Wang vblmm gut am aawmlaedd®g 0--metim, W-fted-11 Wemwhee mmaay a Ihd they wW 91. mblempedaavba 1% oonbdm abeUbe,w.n bbe the ownm lma8damagaaaaki-I a DmagOeamm otmomocdm by the eoabacay wnmhboeaany ah.wmlhia Wo tootm WJatod, aoomhsctwW llbompmdbbfmnodfyigmdco db. S&bwu&wM wubTNycmpmb. 3. 7Loombe6mi mpmaibbfanobobsaUoowmypemibldmbmammoemmtofomdmcdm 4. Water and aewm imWladma wdlavnawWoetam cwba0mand1 aan8dl6ab�adaddmhbm ym I-pide 0e m00• S. AUPipag mdmoaa aod4�admaoovaag prya,loaa aodpa�gmateuab, aamal,.eag aadl®ga, �, as maybe due abeaacWanlyewhhtla ardmand agnazoamFevand6eom�tog aad'mgo.* amaybe(3)(d) 2-whhmo p(bl d62-5mly (21)(.modmadr®mmepwldedaompligew�rPm&96a 62.555310(3)(d)hylima 320g Kati mp.AW AC901. u dm C.me 1e .Lb.%.dv h- b62- p.A2,P.ACSOO ab NPIy Poipahylme Iabag shall ba pmAW WAC90l. mdae<amd aavia laa, soot vatva drUbe paAW WAt'Y00. 6. ABpipagdu8beaae'NSL+'aWSrpobbbwabr. 7. AUpbibwaWmdmabaUbe DIPpalhe CityofOma PoglombgSSWda,da M-A All mnPPRn&. alma8 omp000dt, alvmb, hdaim65 �pipp��. fan ayag, ahaUbo In amadanrowW, mepipemam8uambblreommmdtlima, 0. W.I. ayatmoomp-a;.haU beaoalada odd a.admacwthatibdmdm ad W1a6oadm4 d®focal and balaiobpially caved far a aria In wonimaew1hibe W *AWWA mmdmaan dLamw62.533Fkd&Adnb m&.Coda 9. blabiain a whimamaD loot ofe-amerdlm silky maaa 10. Wmtamaiaabebabd6.00'fmvbutofmbm WpofpavmemmloaotlnwaemIA 11. ANdmvmmdmpvmmta crimdYbgmd&obutofmb. 12. AUa cftuv@6pimmddhwmwmwdmi tMdgWofwsy&Ubepafomedam=logotMfW&dcpanmmt of baawcatadmmadway dedp Andmia and ya76oatlma, 13, Coubadar"UmmdaatethepluammtofwaWaodawmaprmbmmwbadea 1pbnL 14. Watmaod aearmlaaaWall enmdb 5'flm enaimwaU ofbaTdmg, and shoe be madzd, cappodaodbaded 15. AUhHgadmplpagabepupbp..dbadwdw apaffiadma 16. Cmhadmatapmabb fir tomdiadng all aogoited aapeaioo(a)bocmplcbme mdbwaalearatraodwdrapamma 17. DaaacdofCfolbwhlgdopce WMIDgdxmmacadahallddntdaUad{maofdwwatrdkUWWmapdm. Dida6dien dullbe in acmtdanmwhhdte apptk" mddmaofAWWAaodm1C65 1'didnrodio9wdWmxW,aW an vivaopaa Wm7 appmaL I& AUWpB,odd6kdandlbeaaocmd-o khAWWA0600f dnm'ahmpipeem C605/1Wfb PVC*.. 19. Aewalamaboohdlbeatldad,p .dlata,bdi.-.,b ,ftAWWAC601T,(aSSS320(21)(b)t and 62.355330,PA0 Aeaabgatiaq aafmg soot 8eidpoa'dma ®atbepovidd and mdt havad.VA bb AWWAalmdma 20. TbemdaswLpcoUmdmayomw,4bepdablyowmdmdmobbbed 21. CmtraembpVA&AtUoWbbnmdmma8wdwmabAvdvMdmn,gvbm,aom,yarab a-ahk. lap and down atom) and tl ah,b ono, fmm main, da b aatby balmmHpditymd PDBP cdtria. 22. ALL ebllm mdoBa mfmbtadaUm goad omabodimmka o,hawia nm,damepiana 23. ALL alb wodc aaae be oomd'vad Bnoagh PDOTvw;mtaai-ctllad 43 bums betwebOmingomabkMu 24. CmbadmbaoLUfiMV AIM(PiMhUtCimP.08.)b1.OFrabovefm"e BM. m ..baJR p.b.b soot di®1td aUwatmlawasd oboe FDl�apaovdbpba me ayllmaeavicopimaoam0.tiq b Poe e:iadogpabbwatrlae. FDEP UTILITY NOTES 21. SEPARATION OF {PATER SLSIN5, SANITARY StWM, RECLALSRD WATER & STOR\I SERVERS, A. j MEP SEPARATION REQUIRE\UNTS UNDER 62555314 EFEECTTVE 8.24-2003 HAZARD HORIZONTAL \VERTICAL SEPARATION I JOINT SEPARATION IVATER AD tt'ATERDLLWY SPACLYO 9TCR, _E..£R 3R3s Ix 1�'P➢FF.b t�'J4v Ixi\�LLs 3Yi"\RN 12 3RMLY. u n � JFTJs' Ix<\ NET\RY u a'auR FEca ,OtT IaFF.anJm' Ii Ln Jttn 1_ 6FTSRN av-a..n ,a..x:x ,r,xazrJn,xt\ xn oc.>u. xxnw� 3EF,_ ixn„xi uxxA.e, s.uu xo,-x vaFFan,u. x: r.vw >nas. I,xns� 61T \9N. uucix\.SFaTxFoia tin IOFFFisFertJ,cu Iz t\Js- ] 0[�Ja� 6FT \IW. E SERT:R MAT'HOL :NO WATER PIP 21H?ILL PA 55 THROUGH OR COME IN CONTA CT TVITH ANY PART OF A SE\PER MANHOLE UTILITY PLAN NOTES, 1. BORES I -INCH - 3-INCHES MUST BE A MINIMUM 36-INCH IN DEPTH BELOW ROADWAY. 2. BORES 4-I111CHES OR GREATER MUST BE IOX THE DIAMETER OF THE BORE/BACKREAMER, WHICHEVER IS GREATER BE 1✓ L O EDP, 3. BORES MUST EXTEND A MINIMUM OF 6 FEET BEYOND EDP, 4, NO BORES ON FRIDAYS OR WEEKENDS, 5, NOTIFY CITY & FDOT DEVELOPMENT ENGINEERING 24 HOURS IN ADVANCE OF ALL WORK. 6, COORDINATE FIELD WORK WITH CITY DEVELOPMENT ENGINEERING INSPECTOR, 7, ALL WATER SERVICE LINES TO BUILDING TO BE ENDOPURE (CONTRACTOR TO GET MATERIAL APPROVAL FROM CITY PRIOR TO PURCHASE,) 8. CONTRACTOR TO LOCATE IRRIGATION SLEEVES PER IRRIGATION PLAN, SLEEVES SHOWN HERE FOR CONVENIENCE MAINTAIN REQUIRED CLEARANCES FROM WATER MAIN, 9, ALL WATER MAIN SERVICE LINES TO BE -ENDOPURE POLY', NO PVC ALLOWED, 10, All se Ivor clea pouts located /n paved or concrete areas vlll have USF 7610 or 7635 ring and covers or approved equal Ivlth threaded plug a cleanout not greater than s/x ("6) lnches below grade, 11. Water me tars and sewer clean -outs shall be Installed at the property line to de Flne separa tlon of public and private systems, 12, All water ma In p/pe and Flttings shall be color coded or marked In accordance FA,C. 62- 555320 C12)Cb)(3J, 13,,Ilrrlgatlon to be provided by on-slte well. a-- ,.,rlr 11-� � I : v 15 APPROXIMATE LOCATIONOF 4" `-' 3 4 i - - - - 0 D.I.P. EXISTING WATER MAIN , 1 2 PER CITY OF OCOEE AS 'WhI 1f-,, `I 111f I(/I f I I BUILTS_(CONiRACTOR TO FIELD -I - ,,, VERIFY LOCATION i CONNECT PROPOSED 1-1/4' I .ITN FORCE MAIN TO EXISTING - I MANHOLE AT IW. EL 113.34 I I I t,1 II h,", 16 a (CONTRACTOR TO FIELD VERIFY D.I.P. WATER MAIN D ' 'IPA EXISTING MANHOLE C CONNECT PROPOSED 4° D.I.P. I ! I - -�-- - AND INVTiRTS.) - DIT1WI WATER MAIN TO EXISTING 4" 1 HEY DRIVE (CONTRACTOR TO I_ a -----=, FIELD VERIFY BOTH HORIZO14TAL - - _ - _ --- _ AND VERTICAL LOCATION.) - _ - - - - - - - -_ _ _ _-, -- _ _ = _ _ -- ---- _ _ _ - I x- - : _ -_ 10'X4" INCREASER. '. _ -- - -_-REtID___ J 3 1_1/4I FORCE n o. 45' n J =n, TYP. /yqn n i J II A a- _ - 10' Y 6, --- i { -- - --- - _ 11 II ':`�FH TEE F_--__- '-� FIRE HYD.: 6" G.V.,-d IJ _- - RI ll 1 II 9 i1 +-n, - BLUE REFLECTOR V/ 3'a20' FIRE LANE I It `q o 10 it a' o I I (s na It [I u FIRE HYD.; 6" G.V. t1 {vJ f �:Jl I"I'L II Llrlll] BWE'REFLECTOR W/ YX20 8° DIPWATER MAIN 77 I Ir'�I FIRE LANE L - SINGLE 6' bAN1SERVICE } SN. 12L.9 4 12472 F,F.,(3' MIND i1 .L.NGLE 6° SAN SERVICE I (ARCHITECT fO'ROUTE i7 ''}NV. Li - - i = (] UNDER BUILDING ,i (ARCHITECT TO BOUILDIR� GE _ F J - _- ----__ _i0'u 10'x10'TEE. �I __ _�- �I 1_I -i - 10'x8'. - 4 WFIT£R„LATERAL 71 I'_il 12 } }�} 4'LATERAL WATER L-1 3 ---- -_-- 10"-GV. S- ------ ---I -il N RED f/, 11 6DIF. FlRE )--FFI----___----_-l-=-l.�t SU -- 1 MAN (TYP.) it 10" TEE I _ _- AU 2 1J V 1 J11 } T' e-.v.l.fi11 IN 1 Ff) r] 1 _ WALE: -MAIN IJ 13'-D.LPjWA1t MAN 11 BLOW -OFF - - d +i \ _ - 0 DIP WATER MAIN 1 Faj,r, „1,, ,.- -x r'�r� ni ,r, ,,, ,L., r,-,n ��'i) SAN 'L ANHOLE II - 1 RIM E.. 122.70 SAN MANHOLE 2 -- 217 LF 8' SAN GM 00.50% 11 -IW. 113.55 (W 11' SAN CLFAHOtn 170 LF 8° SAN GM g0.50K I 0 13 RIM EL 122.50 , 1 i IHV. 113.45 (S) f J INV. 119.09 (E) tf, j INV. 118.24 (w) i1JINV. 114.63 (E) J ,9 I --- - - - �taE-HYD.: R" Gv� _ �•...._1 ? anus (FFEgrai w/�=-+�I j a - - - - - - 8 14 - - SINGLE 6° SAN SERVICE. d F-\ 1 4" WATER LATERAL I J+ 0 INV. EL 120.77 •;''j z 23.H 1 4 F.F.( 3' a I .? (ARCHITECT TOROUTE� � 11i y� 4" WATER UNDER BUILDING) w ,1 -SINGLE 6' SAN SEiMCE- !I LATERAL - 3 1 I rl I ItN123.84 FF.7 ] (3' MIN.) q m ' jl'1 (ARCHITECT TO ROUTE UNDER BUILDING y 1 I 'h .- -- - - - -- - � 101,�1 ? -- -- - - - - - ---- - ----- - it r T I ' I � I r 1 � r 1 L(1 I) rT rt- �i Li 11-r,l`_i_I-(r ( 1-=1--�--R=_1I I'I-I-I__I_I Ira } i II { 1 - f1-_I'13If__19---L_ 11= L1 I� 45' BEND I t,�,. ,. ,,-- ,�-,., ,,: :,,, z f'_'llrla - _,.e'.ltral �,-+�-, -,I .,,il, I' 5 , 7 t F, WATER MAIN 10' DIP I - I,- - , i- 10- METER BY CONTRACTOR ��" ' I °- I IP I R' 1L -I J- - 11 !- - ,rf r,rn, ,-I r.11 - -- -- --_ ---- 10' RPZ BFP PER Y CO C505 69 7i', ( CONTRACTOR) � �---r_=,- L I, - - 41 trl,l. I -�_ - •„ - _ ., , Fj 1',, ,I.1, 7 RMN EL L1FE23.00 STATION I +;_ --l' HIV i=�+1 - -�_._. -.. INV. OUT= 119,75 INV. IN 112.54- I . F II, f q n' „ - -- r, :; -r r7 1_ . 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EL 116.00 (SW) I ( C I D 1l•'I•II F' f I f1 ''11� I+, �Ifl� II 1 ' I - - - PROPOSED OUTFALL FOR DITCH r 1 E -11 , BYPASS STORM SYSTEM �I•-1 I,:I ,�! Iri �1' / ' 1R I1111'II-I III1' _ ' ' I it ul I -I 1/,I - HEADWALL I II1I ' 16 NV. EL 1,569 IS? i ) I; I ,TI I ,1 I - � - t STS SIR C J - - - - -- - - - =- _- _ _ _ _ -)�'� I I I N 1 119 ll116.00 s- �; „6ioo fN >I`I - - I l/J, ,�>R.\�o/�.•/ II, i•'J�� Denham LIME � I I 1 I \ I (\ 1 = - srs s IR „A FiP I 8 Engineering LLC TYPE INLET HP �� - I I /C� * srs STR 7a I I I' HPRIM TYPE iiis�o (s) _ -,- RE,iso� ., F I Orlando: 407-217-5487 - 9 -_ fig gg �yy pp x 1 g--------�� 0 I i II Clermont: 352-989-1915 -�-\�-t19--- 1 27 121zi6 �.®0 r �; r- 11-so . I 4e r II I - BrianQDenhamENO.com Aa ) 0 r z1 I I l www.DenhamENG.com IIII III I I ■ III II I 9 1 I , III �I- 2 1 III _- ----,� �■ l o _- ' 'I' Franklin - 1 RIM EL 1 '1. 0 LEr �� ®■ 1 {,. (Tor.) 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I I ■ - ► i I' Preliminary A - 1 - -t o � o I + I ■ b,1 I , srs l srIR 66 I _ _+, T 11 I ------------ -_- C : o ► I';;I 1 Site Plan rN I I { p _- 1 + RIM 122.63 ■ n [Al1 STS STIR aA AB 7 ■ , 4J I 1 TYPE 'C' INLET - - ___ STS SIR 4A I I Ni 116.29 (N,,� -, u _ - -- _ -- _ I 1 - - - RIM 122.50 _-., ii ee p gg gg MANHOLE I� pp qq 11 - -- 1 -.' I HF� ` I Drainage _- INV. 115.54 (E) r 1 A �� 1 II d .�,_1 ,.. I 'RIM 122.50 _` 7 '.I 4M2A'0®�. 1 A; t f I �,_ _ - -1-o 13 ,15 54 (NhS) • r ■ 100 LE 24' STORM O 0.27t 1W. 115.50 (W,S) T OR.: 1 4B 1 IFjrrrr •.: - . •.. . r r r r..&MMI .r.�rrrt*�Tf... �I�) / ��" CL �.. �......��t '�.... �....r �> MANHOLE --- - Plan ,12 LF 24' STORM O 0.27. STS STR 3A -- M 1. 16' STS STR 38 112 LF 24' STORM O 0.2% 1 RIM ,22.50 _ `y 1 I ' � � `5' TYPE 'C' INLET RN• 115.53 W TYPE 'C' INLET - _ MANHOLE - 1 ( )- N - p p g RIM 122.50 h INJ. 115.53 (N&S) . 1,5.30 (N) •.� 9- tl O9 8 TRIM 122.63 o 14i ¢$ - - INJ. 1 /5 28 (N,E) 1 I '-' IIN 11530 (Ed:W) '} ,rIA!¢ I i1NV+ 116.45 (SIE) - 1 ___ I I Revisions 1 g - 1 p _ - - - - -- _ - - 14 o 1 �(�o - , ; p; 1 - I J - I _ , � F • ; i ,' Lr ', F I I 1 � 11 I n oerz oesrna�nca �y, I ■ .' I III i ro-Jo-J M;n'J -- �-•.I I_ I I r - I � 1 : � , --�., r � rt � � , m- I�n I 3.ea TT;E ;. ' 4. ■ - " 1 I ' .1 I �, - F.F. EL ,2 0l "1 I ■® - F.F. EL ,23.84 I` STS 5TR 58 �T'PE INV. 1 TYPE 'C' IN (N ,)III, 11 s I -__ --- RIM 122.50 I ■ RIM 122.50� I - - S1S SIR '10A j� (N&S) I 1 �■ -- Mi 115.68 1 I III 5 RIM 122,50 �INJ. 715.70 N () _ , - - o- - - - -� `.' 1 I' - -- - LI1�'T�' �j4Fl-mil _ 1 Plans not valid unleas Sued, 1.7-11-' I I I-) r I� -�_ p � L1C-n I L_�.�- �\ } , -- I� -� LlL 1 1- _Ll L1.� 1, 1IT-1 T -1 � 111, 1 In l Dated and Sealed below. 1 - , k.STLR'' _ _' f ,ITTII j ItI HP ,AB-10 ,LI� 18' ST RMFI nlNV. 118.75n7 LF 1e' sroRM o o :zHP -- 00.25 __ I� 11� II -llil4" ,L.IEIl7 rrrrrr rlr�r��r j( I� II 1 'h'�.1:,I F4, .1 I'. rTr'., r • STS SIR 48 - -_ I �I' 5 SIE STIR 7A / , II � II STS 5TR 6A 1 (MANHOLE - - L-__ - TYPE C' INLET I Sn STR SA TYPE -C' INLEI 1 1 RIM 122.50 '�) ` - -- -'- - - ( I II I RrN.- i i s.o w - - ( ) +, ti "J. Brian Denham, P.B. 118.04 (E) _ - __� -BRIM 122.50. I v o _ ,-r I 1 �a1�.N l I ` ��-f , l lilt it `.la Os-o�-ZOJJ O ! 'Irly I woJ 1+ T, a 'II; a I�-nt tr1 Data: uv nsao w,N) d rl ( f - 111- -I"41' "I 16e tY I rr - -II FL aegisftetioa#58008 I 1-1 -Y - - - I) , I:.� \ II - I I t I Certificate of Authorization Ill l 11 1'a Ili 1 - �L n 1 r _ srs sTR le nl s 7cO / N 1 i - ! � * r INV . 9 E _ } [W. 120.00 I r 1 1 (�i I -- RIM 3C -_ ---_-___-_ _ - I 't Llr �Lb I N; ,I I - -,I� = ---�= WRIM S - -- NIW n6.87 (N) -) I u I - - - RA ~ - u, l, .Ir11,I Nl E - GRAPHIC C AL 1 inch - 30 ft. I � I11,-,-I - Sheet Number - -1 ,:• - - - - 1 01 CAM RRAW GUIDE OWNER TO SPECIFY MA14UFACNRER AND STYLE OF BENCH DURING COISTRUCTION TOME SOUARE - BACKED BENCH, 49' LENGTH, PERFORATED STEEL SEAT - COLOR BLACK CONFIDENTIAL DRAWNG INFORMATION CONTAINED HEAEIN IS THE PROP ERIY OF LANDSCAPE FORMS INC. ImID�OSCAPEIF STIES. oO�AIWNG ISN NOT TO SBEOCOPiED SOR DISC�OSED TO CO7HERS�MWITHNOUTPRTHEC COtSQNT BENCH DETAIL N.T,S. BENCH. TRASH RECEPTACLE AND BIKE RACK SHOULD BE DECORA TI VE IN NA TURE, HEA VY--nDUTTC'Yl AND DURABLE [� FOR THE ONTNER TO EEPGUhJAtNyrdf/Q&R(AtAryS{h��{Of,�(j ryljjY/1[�c�Y3J TLE DURING CONSTRUCTION PLARPNELL LITTER RECEPTICLE - COLOR BLACK 79/fD&0Pa M. 2B 1/f TOAtOIDE)PIAStICTOP ATUI� EY CAME �— ALUMNUM DORUSM SLATS I PeIPORATm STtB PANS. HRDDIR CT CISIENNMT� DDROAWIIG IS NON 0 BE NAILS 4ED HERE]"P�CCpF11S1t+OSED' 0 OTHEFR MS THOUTPRTOAPEIDiE Ot SEttI,T OF LANNDSCAPE FORMS, INC. LITTER RECEPTICLE N.T.S. PIPE Clm tfaaEAN mr, 7/ C. 6' HICtiI CMU SCREEN WALL --__- - 51�r M - —I 15/CI,2 TRASH WCYCL 6" I,n, STEM [L7' V!4 [UMP L7 1 WI 12-VCEAN Posr \ I� WOOD GETA1 W— f SEE 12/ CI,2 17-W WL 6" CONCRETE SLAP W/ 12' MIN, EU-L W VM APRON INSLOf'E11% 0 17P.AL?U�INR I J N.T,8. 111 DUMPSTER LAYOUT klm DUMPSTER TO COORDINATE WITH ARCHITECTURAL STYLE OF BUILDING. /a" pn iwsin��orin cEnAR eoAa75 wm1 v a" PLI. COIdERS- GW ' SCI�W f0 FRM"i I..Ln o b" O , LATOi - 5M MEAL vr Sfm aqn mn OR Tdt----_ � ten• iB GAti 6 L" II II FEW III III I I PAW ALI, GATE FRA%T5 6" NOM, IV--' Mp PIPE5 W17 GATE P051"FLl rn i f0 GAtE MN CONG-TE r�yl �ea°amG>;fa. i SEC-C17 L j l Cps BObf J 5Ei nEFAI �--� 14G,NTE DETAIL FOR DUMPSTER ENCLOSURE a ,a C ROAD SECTION N.T.S. PL 125' LIMITS OF SOD I I TOP OF BANK \Y i �I Fi II�-IIIJ 11111�I(='IJmIII„IIIO I �IIII111¶I - - -- -ii III-�-i11-III=IT1=r=T BOTTOM ELEVATION LIMITS OF SOD I I I WET RETENTION POND N.T,S. -Y2" Schedule 40 ,e with 12-20 Is thick plastisoI ating. U-2 BIKE RACK Denham Engineering, LLC Orlando: 407-217-5487 Clermont: 3 52-9 89-1915 BrianQDenhamENG.com www.DenhamENG.com Franklin Management LLC Ocoee Village Ocoee, FL Preliminary Site Plans Details Revisions NQ DESCfePIKKI z JI I 1I 5I I 6 I I 7I al I 9 I I Plane not valid unless Signed, Dated and Sealed below. J. Brian Denham, P.E. Date: '07 zon FL Regie4ation #58008 C—tiflcato o17An1tbocimtion#29666 N W S GRAPHIC SCALE 0 x x N.T.S. Sheet Number 5 of 5 El BLACK FAWN BRINDLE SW 7640 1 BLACK FAWN BRINDLE SW 7640 ITEM NUMBER IV. B. PUBLIC HEARING SUNBELT RENTAL PRELIMINARY SITE PLAN Mayor Commissioners Rusty Johnson 40k John Grogan, District 1 Rosemary Wilsen, District 2 City Manager > , Richard Firstner, District 3 Robert Frank (.)( ( )4 ( Joel F. Keller, District 4 none° STAFF REPORT TO: The Planning - t• Zoning Commission FROM: Michael Rumer, Planner DATE: May 9, 2017 SUBJECT: Sunbelt Rental Large Scale Preliminary Site Plan - Project# LS-2017-001 ISSUE: Should the Planning & Zoning Commission recommend approval of a Preliminary Site Plan for Sunbelt Rental? BACKGROUND: 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 in size of which there is a 1.22 acres isolated wetland and 2.60 acres isolated wetland. The subject site is currently undeveloped. The subject site parcel ID numbers 19-22-28-0000-00-047. The table below references the future land uses, zoning classifications and existing land uses of the surrounding parcels: Direction Future Land Use Zoning Classification Existing Land Use North Light Industrial I-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 Preliminary Site Plan consists of a 12,161 sq. ft. retail rental facility and a 14,408 sq. ft. contractor service and maintenance shop. Additionally, there is 149,000 sq. ft. of outdoor storage area for equipment rentals and an additional leasable tract for future development. The project is proposing one (1) waiver to the Land Development Code. The site has two isolated wetlands which restricts development of the site. The applicant is proposing to mitigate The Planning and Zoning Commission Meeting Date May 9.2017 Page 2 of 2 development of the wetlands. As an off-setting benefit, the applicant is agreeable to dedicate 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 decal 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. Additionally, the applicant is proposing to increase landscaping to provide additional shielding from 429 Expressway. DEVELOPMENT REVIEW COMMITTEE RECOMMENDATION: The Development Review Committee (DRC) met on May 2, 2017, and reviewed the Preliminary Site plan. Discussion related to fencing and fire hydrant locations. After deliberations, the DRC voted unanimously to recommend approval of the Preliminary Site Plan. STAFF RECOMMENDATION: Staff recommends that the Planning & Zoning Commission recommend approval of the Preliminary Site Plan for Sunbelt Rental and approval of the one (1)waiver request. Attachments: Location Map Zoning Map Aerial Preliminary Site for Sunbelt Rental Y U__ U cc 'is, _ st - h G7 -1. _ 0�0 I ,,i.,use e, ' m 14.1 p rn C 7j [ vs;� rT; o -:-11,004. 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O p L •C U N _c C ` C Q C N :� C a nc., 65 o L vi m N N co a) a) u) m .0 N 3,_ E 0 § v N uoi N: m O m m 1 a) s a) ca a) r. = 'c c U ac) c c c c c c o o 'aa) o m a ) a) o o ami o) c c m o) ns min .(n <ninOMMazc) 0woo 0c) _12za0 -J® N 111111111 lIHBl� Iaolel:1w7WTO:tl1 # 101 A PART 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 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 NORTH 1/4 CORNER OF SECTION 19; THENCE N 89'4756E 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'O6", FOR 469.57 FEET; THENCE S 89-10'18" W, ALONG THE NORTH 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 89'10118" 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 0930'17" 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, PLAT 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 NORTH LINE OF SAID PLAT FOR 366.67 FEE; THENCE S 89'10'09" W. ALONG THE NORTH LINE OF SAID PLAT FOR 30.00 FEET; THENCE S 00*29:47' E, ALONG THE NORTH LINE OF SAID PLAT FOR 60.00 FEET; THENCE S 86-5244" W, ALONG THE NORTH 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 330.03 FEET TO THE WEST LINE OF SECTION 19; THENCE N DO'29'47" W, ALONG SAID WEST LINE FOR 941.09 FEET; THENCE N 89-10'22" E, ALONG THE SOUTH LINE OF THE NORTH 365 FEET OF THE NW 1/4 OF SAID SECTION 19 FOR 40.00 FEET; THENCE N OU29'47' W. ALONG THE EAST LINE OF THE WEST 43 FEET OF THE NW 1/4, SECTION 19, FOR 365.01 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 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 N 89'10'22' E, ALONG THE NORTH LINE OF SECTION 19 FOR 538.46 FEET, THENCE S OU32'31" 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 L.F. ROPER PARKWAY; THENCE S 00'29'47" E, ALONG THE WEST RIGHT—OF—WAY LINE OF L.F. ROPER PARKWAY FOR 60.00 FEET TO THE NORTHEAST CORNER OF LOT A6, WEST ORANGE INDUSTRIAL PARK, UNIT TWO, PLAT BOOK 5, PAGES 84 AND 85, PUBLIC RECORDS, ORANGE COUNTY, FLORIDA, THENCE S 86-52'44" W, ALONG THE NORTH LINE OF LOT A5, SAID PLAT OF WEST ORANGE INDUSTRIAL PARK UNIT TWO, FOR 279.73 FEET TO THE NORTHWEST CORNER THEREOF; THENCE S 8641'46" 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, RANGE 29 EAST; THENCE N 00-29'47" W, ALONG SAID WEST SECTION LINE FOR 941.09 FEET; THENCE N 89'10'22" E, ALONG THE SOUTH LINE OF THE NORTH 365.GO 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—EXCLUSIVE, 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, 1986, 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 28 EAST, ORANGE COUNTY, FLORIDA, MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGIN AT THE INTERSECTION OF THE NORTH RIGHT—OF—WAY LINE OF ENTERPRISE STREET AND TH WEST RIGHT—OF—WAY LINE OF L.F.ROPER PARKWAY 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 S 00'29'47" E, (BEARINGS BASED ON PLAT OF WEST ORANGE INDUSTRIAL PARK, UNIT 1, PLAT BOOK 3, PAGE 118, PUBLIC RECORDS, ORANGE COUNTY, FLORIDA) ALONG THE WEST RIGHT—OF—WAY OF L.F. ROPER PARKWAY FOR 60.00 FEET; THENCE S BW52'44" W, ALONG THE NORTH LINE LOT A6, SAID PLAT OF WEST ORANGE INDUSTRIAL, UNIT TWO FOR 29.98 FEET; THENCE N 00-32'31" 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 AND 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 DESCRIBED AS FOLLOWS: COMMENCE AT THE NORTHWEST CORNER OF SAID SECTION 19; THENCE RUN N 89'08'10" E, ALONG THE NORTH LINE OF SAID SECTION 19 A DISTANCE OF 578.46 FEET FOR A POINT OF BEGINNING; THENCE CONTINUE N BW08'10" E, ALONG THE NORTH LINE OF SAID SECTION 19 A DISTANCE OF 290.72 FEEL; THENCE DEPARTING THE NORTH LINE OF SAID SECTION 19 RUN S 00'34'43' E, 605.33 FEET; THENCE RUN S 89'07'43" W, 290.72 FEET; THENCE RUN N 00'34'43" W, 805.36 FEET TO THE POINT OF BEGINNING. LARGE SCALE PRELIMINARY SUBDIVISION PLAN APPIAN ENGINEERING, LLC 2221 LEE ROAD, SUITE 17 BOARD OF PROFESSIONAL WINTER PARK, FLORIDA 32789 ENGINEERING CERTIFICATE (407) 960-5868 NO. 28973 & SITE PLAN FOR LOT 1 SUNBELT RENTALS CITY OF OCOEE , FLORIDA E SWV Rd AERIAL MAP SCALE 1' = 1000' AGENCY PERMIT TYPE CITY OF OCOEE SITE PERMIT S.J.R.W.M.D. ERP F.D.E.P. WATER F.D.E.P. WASTEWATER F.D.E.P. NPDES PROJECT Ocoee T N 9 t Eod,n6 Ave ' S�h'na151 VICINITY MAP SCAM' 1' = 5000' FEMA FLOOD MAP SCALE- 1' = f000' SOILS MAP SCALE.• 1' = 1000' PERMITS REQUIRED DATE APPLIED DATE APPROVED APPROVAL NO �zz\ A REV. 0 SITE DATA: OCPA - PARCEL IDO: 19-23-2"090.00-047 PROPERTY ADDRESS: 501 ENTERPRISE STREET OCOEE, FL 34761 TOTAL PROPERTY AREA: 127,96 A. EXISTING FUTURE LAND USE: HEAVY INDUSTRIAL EXISTING ZONING: I-2 ADJACENT ZONING: 1.1 & 1-2 MAXIMUM FAR: 3.0 STORMWATER DRAINAGE SYSTEM SHALL DE DESIGNED IN ACCORDANCE WITH CITY OF OCOEE AND SJRWMD STANDARDS POTABLE WATER AND SANITARY SEWER SERVICE WILL BE PROVIDED BY CITY OF OCOEF. SERVICE DEMANDS: WATER (3.252 ERU • 300 GPDIERU) &SRSO GPD SEWER (3.252 ERU • 270 GPDfERU) 765.72 GPD SHEET INDEX: COVERSEEET Q CIA CONDITIONSOFAPPROVAL Cl.l EXISTING CONDITIONS CIO OVERALL AERIAL SITE PLAN C21 OVERALL GEOTDiTRY SITE PLAN C22 ENLARGED GEOMETRY SITE PLAN C23 CROSS SECTIONS C3.0 OVERALL UTILITIES PLAN C3.1 ENLARGED UTILITIES PLAN m C4.0 OVERALL GRADING & DRAINAGE PLAN C4.I ENLARGED GRADING&DRAINAGE PLAN CSO 33UILDINGAELEVA71ON CS, BUILDING II ELEVATION C5.2 RENDERING LSO! TREE MITIGATION PLAN LS02 TREE MITIGATION PLAN LS03 LANDSCAPE SITE PLAN LSO4 LANDSCAPE SITE PLAN SHEET! OF3 BOUNDARYSURVEY SHEET 2 OF TOPOGRAPHYSURVEY SHEET 3 OF TREESURVEY PROJECT TEAM: OWNER SURVEYOR CROWN ENTERPRISES, INC. GRUSENMEYER-SCOTT&ASSOC ., INC. m CONTACT:64CHAEL SAbiHAT SURVEYOR: THOhTAS X.ORUSENMEYER, PSif PO BOX 869 5400 E. COLONIAL DR WARREN, MI 48090 ORLANDO, FL 32807 PHONE: (586)467-1711 PHONF: (407)277-3232 EMAIL: GRUSCOTT@GMAIL.COM DEVELOPER MPV PROPERTIES, I.LC GEOTECHNICAL ENGINEER CONTACT: KEN CHAPMAN ECS FLORIDA, LLC 521 E MOREHEAD STREET, SUITE 400 ENGINEER: GAUDIAM PB.LAPPA, P.E. CHARLOTTE, NC 28202 2815 DIRECTORS ROW, SUITE 500 PHONE: (704) 561-5218 ORLANDO, FL 32804 EMAIL: KCHAPMAN(` MPVRECOM PHONE: (407) 859-8378 X2422 EMAIL: GPILLAPPAC.ECSL[MITED.COT I ENGINEER APPIAN ENGINEERING, LLC ENGINEER: LUKE M. CLASSON, P.E. LANDSCAPE ARCHITECT 2221 LEE ROAD, SUITE 17 LANDSCAPE DESIGNS, LLC. WINTER PARK, FL 32789 ARCHITECT, CARL I KELLY JR. PHONE: (407) W5868 4465 GABRIELLA LANE EMAIL: LCLASSON@APPIANrL.COAf WINTER PARK, FL 32792 PHONE: (407) 484-3414 ENVIRONMENTAL ENGINEER EMAIL: CKFLLYI@CFL.RRCOM BIO-TECH CONSULTING ENGINEER: MARK AUSLEY 3025 EAST SOUTH STREET ORLANDO, FL 32903 PHONE: (407) 894-5969 aWL: 2.TARKg-BIO-TECHCONSULTW G.COM WATER, SANITARY SEWER CITY OF OCOEE, UTILITIES DEPT CONTACT: CHARLES K.SMITH CHARLES.SM ITH@OCOEE.ORG 160 N LAKESHORE DR, OCOEE, FL 34761 407-905.3159 ELECTRIC PROGRESS ENERGY/DUKE ENERGY LILLIA 4 FIGUEROA-MORALES PROJECT COORDINATOR soWhcentm le nge eying@duke-enefgy.com 3260 BONNET CREEK PKWY-BV13 P.O. BOX 10000 LAKE BUENA VISTA, FL 32830 DIRECT: 407-938-6690 CELL 321-297-8979 FAX 407-938-6635 0312IY17 CITY OF OCOEE 1ST STAFF REVIEW COMMENTS 04%26/17 CITY OF OCOEE 2ND STAFF REVIEW COMMENTS DATE DESCRIPTION GAS LAKE APOPKA NATURAL GAS DISTRICT ALEX WOSGIEN 1320 WINTER GARDEN- VINELAND RD. WINTER GARDEN, FL 34778 TELEPHONE CENTURY LINK JOY BRITTIAN 33 N. MAIN STREET WINTER GARDEN, FL 34787 407-814-5351 JOY.BRIT DAN@CENTURYLINKCOM CABLE TV SPECTRUM TRACY DOMOSTOY 3767 ALL AMERICAN BLVD ORLANDO, FL 32810 407-532-8511 ENGI 113MB PRQE'CF NO. BL1N W CMC_ r.MC BY N.Vt7 Conditions of Approval 1. The City of Ocoee Is subject to the terms, provisions and restrictions of Florida Statutes, Chapter 163, 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, slormwater 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. There 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 1 Development Agreement dated L i as recorded In Official Records Book: -a Page;_, Public Records of Orange County, Florida. 10, All legal Instruments Including, but not limited to (p declarations of covenants, easements and restrictions for the property; (ti) articles of incorporation and bylaws of the property owners' association (the °Associallon"); and (ill) 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 Wth the Land Development Code. 12. Each fire hydrant shall be painted OSHA yellow In color and a blue reflective marker shall be afrwed to the street In the center of the lane closest to each hydrant. ill __ lf-publk�readc}ShesWghts,-secudtyaight"A441ghling- (OF -sammeR-areas-meeUag CUreRt-I Ad-0Bve41mim-Geda-fagU11BR1eRla-alrall--be-Installer!-4y-fhe QWRBF-prier-4e- Gedigcateaf-temptelleR aNha-9wdeis-expense.-!f-upgradedalmet-Ilghis-araJRslalled,- the�rvaer�Rd-the-Assod-fiGwvALbe-regUired-te-semplete-and-exesUte-a- City - of Ocses. Ovmers-sad-Hemeavmers-AssesiaUari-AgraemeM far-Upgraded-Street-1Jghts-wlUNhe- Owwerandlhe-AsseolaUen.being-responsible for eperatMg ceslslerlhe�iffemnsebetweeR- standardatmetaightsandth"pgmdedatreataightsr lit•pdvate4aids"treeUight"aourity-UghtsandXghtWorcAmmo"Feas-meeUng-curent- Land-Oeveopment-Dade-requiremealsshaltbe-installed-Uy-ihe�vRer-prier-toGediUsateei- Gamptallon he-OwRera-expease,-She-OwRerand-the-Assaciafloe-wilLbe-respeRelbieler- all-epsraURgcesis-ralatiRg-le-suchllghlingr p;-(&live(a.RoaAsJ-InlaaaveRt�ataaaraaRSHlied-en-theprivata{eadalhe-gatsaand- sUbdivistag-shalttempty-witU-Adfar -galed- CBR1R7uRige6-aaVe "s Any -ameRdmeRle-le-Ifla%Adi6l�eRaelad�rier-le- appreval-of-the-Finni-Subifivislon-Palan P county rescinds of to haveregUialiens-taryaled-eemmURiUes,-then-the-regUlalleRs {n-effestat-the Ume- ofFlnatSubdlvlslaa-P-lanappmval-shalt seRtroi.-AlfrefereRees In--, it Gouaty-", Chapfec tor -the arthis-requkameRt.GUck- ta-€nterandJSRox�ex-teshRelegyahaUkelRsfelled-andaperatlaRai-at-sash-galer 5, The-0vmer4hall GOASUus4apprepdatacUrbscUtsle-enabieceasUastiaRsf�ampsat- al[4ighlsaf-way-4tomectioA&-(and-ether-areas-as asmabty-requlmd)_-in-order-ta a osammodateaocess-leaidewalk"ndhe-ereaR-whaekhaks-aad- otherpefSBRs-who-are-pbysioally-sUalleagedrS(dewalksabulling-sash-plattedlot-or-trasl- shall-be-caRslarsled-at-the-limeaf-develcpmeRt-eF she-lal-err-trasif When-sidevralksare- seRsUUGedaR-lamer-Ietsat-cedaia-IesatiarisrJhealdewalks-vAll-be etdends"o-theaurle and-the-apprepdaleaampa waNheR-beaenstmsted,--Sidswaiks-adjacent-to SemmeRareas- shaUbe-sanstmsfedaUhe-Una ef-permanea!-senalsuctionafadJaseat-commas-awas� Section F. Stormwater 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 stormwaler needs of all public roads within the project. 3. All building setbacks from all retention areas shall be fifteen feet (15') feet from the lop of the bank. 4. Unless otherwise specifically provided for, the SWMS, including all pipes, Inlets, manholes, structures and retention ponds, will be owned, operated and maintained by the Association. S. 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 Omer of each tract shall be responsible for Installing reuse lines along with the other subdivision infrastructure. At such time as reuse 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. -i 6,----(14-W-CNyj-�o-Jhe-exfeRlaRy-lift-s1aUeRa-are-requimd-0Mhe-prepedyJhey-vrllLhe- 6BRV®yed-l0-(liarGlty-el-Itla-fiRra-O(_plaitlRg.-All- 6U611Jiff-atallarla-6hell-ba-deelgRed-lR- asserdaric"th-the -City-eGOceee€RgiReedRg-SlandardsMaRual,- ill _to.Cerraty - Te4he-extent-aP*4M-slatiaRs-are-requke�aY-wilt-be- cenveyed-te-the CauA"t-the-Ume-ef-plaU4ng,-Lrft-slation4aciliUes-shall he -designed -!a assermnedate-a-masler�umpiRg-sIaUBRcensklent�viUa-the. CeuRtys-utility-mallet-plansr AU -such ffi_statienachaltke-farioed--with-blaSkrviRyl-sttala-IlRk-feacerwiUt-peslsandraUe- paintedblaa andshaUke-sa-backao4assahan-25'-from any-SUaet.SushJift�tatieRs�halL ails-be-ssreeRed�vith-hedge-lypeahrabbaq�-sashes-viburnum orJigustwm- Section B. Trees 1. Existing trees eight feel (8') or larger (other than citrus trees or 'trash" trees) located along proposed locations of buffer walls or road right-of-way lines will be preserved U 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 Plan/Final Site Plan, until building permits are Issued for those lotshracts. 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 -of -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 bamers. 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 Omer has failed to take reasonable measures to preserve the trees on site. Lithe entire SWMS for the project Is constructed and the appropriate Certificate of Completion Is Issued by both the City and the SJRWMD; li.lhe retention ponds Intended to be conveyed to the Association have in fact been conveyed to the Association; fii.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; IvAhe 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 I. All finished floor elevations will exceed the 100-year flood plain by a minimum of two feet IT), 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, elision, or other construction below the natural wetland lines. Further, the areas below the natural wetland 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 wetlands 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 wetland line on the site and establish a twenty-five foot (26) upland buffer from 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 Owner shall convey to the City the Conservation and Drainage Easement, the form of which shall be approved by the City prior to the conveyance. Section H. Commercial Prolects 1. All 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. All landscape areas will be Irrigated and have an automatic rain sensor Section C. EasementslUlilities 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 (5') utility and drainage easement will be platted along all side lot lines and ten fool (10') utility, drainage and sidewalk easement adjacent to the street right-of-ways. Sidewalks will only be placed In this easement U necessary to ran 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-exclusive 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.Provislon allowing the City to levy, collect, and enforce assessments for maintenance of common areas U the Association fails to do so or falls to maintain assessments at a level allowing for adequate maintenance. 2, All commercial lot uses shall conform to the Master Architectural, Signage, Lighting and Landscape Package Plans, which will be provided when the first commercial lot is developed and which will be subject to approval of the City. Section I. Slnale-FamIN Residential Prolects Intentionally Deleted. Section J. Townhome Protects Intentionally Deleted. Section K. Wekiva Studv Area 1. For development or redevelopment of property located outside the Ocoee Community Redevelopment Area (CRA) but within the Wekiva Study Area ("WSA') Boundary, and with the exception of a single-family 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, (11) karsl features, or (Ili) sensitive natural habitats Including Long Leaf Pine, Sand Hill, Xerio 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 W 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 traits and boardwalks as pad of a natural resource preserve or recreation area, stormwaler 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 walerbodles, lots, street rights of way, parking lots, Impervious surfaces and active recreation areas Including goff 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), F.A.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 slormwater runoff and ensure that the swale fills and exfiltrates Into the soil so that there is no sheet flow Into the take 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). Slorowaler runoff from developed lands adjoining wetlands, lakes and/or f oodplain 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 Orange Trail Intentionally Deleted, ii.Provislon granting the City the right, but not the obligation, to maintain as common areas should the Association fall to do so after notice from the City. To the extent that the City undertakes such action, the City shall be entitled to reimbursement from the Association and shall be entitled to require the Association to levy assessments for the purposes of paying such reimbursement. fii.Provislons granting the City the right, but not the obligation, to mainlalnirepair the stormwater 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) U the Owner is still responsible for maintenance of the SWMS. tv.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 U dissolution occurs without such approval then the City may continue to levy and collect assessments and Impose (lens with respect thereto notwithstanding the dissolution of the Associaton. v.Provislon that the Association shall at all times be in good standing with the Florida Secretary of State. vi.Provision that at the time of turnover of control of the Association to the members, the declarant shall deliver to the new board of directors the maintenance plan for the SWMS accompanied by an engineer's certification that the SWMS is functioning in accordance with all approved plans and permits. To the extent that any such engineer's report indicates any corrective action is required, that declarant shall be required to diligently undertake such corrective action at the declarants expense and to post a cash bond with the Association for the estimated costs of such corrective action. vil.Provislon that no property owned by the City or any other governmental entity shall be subject to assessments levied by the Association. viii.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 owned and maintained by the Association shall be conveyed to the Association by warranty dead at the time of platting. A special warranty deed Is permissible if accompanied by a title Insurance policy to the Association. Section E. Streets -I Finalatet-gaming-willbe-ssardinated-through-the City I3uUdia94)eH1lmaatat,4ha Umeaftmai-platsubmlUai,- 2r--[lfpUbllrsiraetsj-AlUatematreads-withta-life-prejest-will-badedisated-te-the-publl� at-tbe-timaaLplaUlag�+alessothewAse-aatedr .(1(-pdvalea elF}Tsast assess-mad(a) through -the property, is.a-private-road-whlch- wlUbeewnedaadanalataiaedby-the-Assecla0ea,�vithassessaadUlaity-easemeats�raated- lothe-City,-Suchreads-wfl4�eyed4e-Iha Assetialiea-eNheJiaie-ef-plalUagr F c �o^ U J J rn r rb N W r7 Z F_ Q 00 �p00 Ld LLJ W O 0 o Z p t'- to 0 Ch, 0 1 _ Z W Q t� W '� 0- �0- � v Z N tW- Q N Z_ fZ Q Z Q J d tuJ J ~ Q O % �O a a �� Q z z W Li O J ry W O Z fY J O O 0- LLj m Q J DO O Q �i U � F U Ld 0 of Q J r 0 0 in m In 0 U UyI N U d J 9 J kV n uu{{ O U OI ru=i O to Z a n U N BOARD OF PROFESSIONAL ENGINEERING CERTIFICATE NO. 28973 DI SURVEYOR NOTES: q EXISTING CONDITIONS PLAN BASED ON 1. THE UNDERSIGNED DOES HEREBY CERTIFY THAT THIS SURVEY MEETS THE MINIMUM TECHNICAL 9- 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. 0 @ GRUSENMEYER-SCOTT & ASSOCIATES, INC. 2. UNLESS EMBOSSED WITH SURVEYOR'S SIGNATURE AND SEAL, THIS SURVEY IS NOT VALID AND THOMAS X, GRUSENMEYER IS PRESENTED FOR INFORMATIONAL PURPOSES ONLY. �T E REGISTERED LAND SURVEYOR #4714 J. THIS SURVEY WAS PREPARED FROM TITLE INFORMATION FURNISHED TO THE SURVEYOR. THERE MAY BE OTHER RESTRICTIONS OR EASEMENTS THAT AFFECT THIS PROPERTY. q 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. ' I I, in b b s 5. THIS SURVEY IS PREPARED FOR THE SOLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE SEE DETAIL I�1/ r' RELIED UPON BY ANY OTHER ENTITY. GRAPHIC SCALE 6. DIMENSIONS SHOWN FOR THE LOCATION OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY LINES. II( k I 1 I 7. BEARINGS, IF SHOWN, ARE BASED ASSUMED DATUM AND ON THE LINE SHOWN AS BASE BEARING (L.$) 8, ELEVATIONS (IF SHOWN) ARE BASED ON NORTH AMERICAN VERTICAL DATUM OF 1988 UcoEE eusrr)Esc PAFr4 PHASE 1 i / '\ll I = G ( IN FEET 9. SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE COMMITMENT (P.a eo,Fes I37-)35) I inch = 80 It Rcc 4",4 "fJl,v' 1 ADJACENT PARCELS - NORTH o ZONING: I-1 nor FLAnED LOT I TRACT B ❑ 1 �� I { nnr rl,,Treo FUTURE LAND USE: LIGHT INDI'STRL4L (( 'lsEFrannfr AFGr 1 ((n;f>ERttfTl(r:! neEAl t:: �' - <Rzrp I '; ,' 4 LL LEGEND (F B 60, PC S 137-133) (P B6DPGS 137-1381 suum �--" o I PROPERTY BOUNDARY JI1IiI'C rl R -�.� / � f 1 u En n n294a`� 07' E n— •.'�{lll:��?:fin" F.4..' .1\ � a A arl,uf� - �� a_.:' im' ( ,: .-m-��■ -�1 Tmm a J < 'I, '; s,cem urlq. ' . I'Y•�l+f-r-rr cJs-m-•-cJ +f-•-- 1b = s A!r Js'IA- W ro ♦I ao' „f!-E,r1a'r L-Tzzs-RzaE _ ._-----"- o re us F"., rm ' , = aF- c33 c b;` Ili _ - -_-----'�"„ _.�^'_" � J � .z=L=.+3e#r ,' �� .fi-i'z .; •'/ .J / ��i9°08.10'• E ,° cx3 _- _=-_ — - •ula _ _ \��y //' _ L�<�,� 54[ 14 r a ,r./ .,�\ , _ 1�_ I� Carr 11--�,^---_ '�^—T .E,3 __ C..�.� - !• -r-- �_.1155_L-.--�. J i•tr \�' 1 ( �c'��`i-��`l"\-� ""' cpm{ LI EYFrrT B f! a9'4J'S6' E(b) — sir 3 \ \I oaur., 1}Ji}) n &ri' 3 93 f(F) (SECPOH LINE) PUB ' .�� - `s�-I_ "11z- ---- „-r--- - �.: '��_�z� e " --�--r'/rr'..s >.r ,;r\ - l03 oJ' �\ ro \ • '�rf]; -i-1 z a---'""� , 4 J 00 ALSO LESS ,'1 2, �'' r{' 1e r= �. i z} _ 'Z z., 'ir'L_-\J s �'--f./aT \ li I'FST R LltrE. An0 EtCEPT � ---� v r'2%�T5 e15, �— I,f--e - /,', .1 r fsszs �z--y ,�- ci '3 PAG F,E ROID(D) -� ' �z -----T—'-------- --�'z ), vrn t v� 'fi ` p.\ \ram a�i',� `,Iz3u z1 '� �ar�ly sz z \ ).g? •1j J z /i r , @ rF`i1�51'AL L 'v% r:or PLArrfn �!z ,` ` i z u3 en '\, '�'jl 1rr ---)"' T �' I„� ' c\ ' . •t\ '-sP)r�.ar ,r T, i`r;,w.+D zn ro 0 W M J uz ' CO re,> z`-zz- _ zm3,e zil , d s 1 i I}z .fix , �nr-a, t i� I ut. • 0 .FT zz4s z 4, „ -_,� E.V.6FTLAML) + W I/ �-t C t�-7r's.0A' o .� W' N 'a el /?•_" - os - ' I^ 103(: �Icln 'E �(DT F-a-V .]' GN y'Yp L� T u �91n� ]' - F 4 o O I 2sl sos ; -474 0> \� los 1 n i�,} is ,7 '` > o ' _ _,J ` 1 �•:� z Q tJi p �. z FLrcJTrmi .. s , '"., = BE?T PARCEL Idl ,ibz `. < I "m rn NON((NG: 1-2 '�'9' �� wi;�r-v: �•'^^ 4� 41{4 L'AN7l' C FUT)1 _ USE: HEAVY IND 77R1r d' ` i4, 1,64 ,s , I' \ __,..,,r:ia \� �\ (' 3' 2 W Of r sin i��[R,wi', i:; ` I n-, 27' o Z \ x: (co;lrolirs`0I{:7J6 ;�,�acRE� I I ,xs ' }, i � zr Q 0 „,aF-li:;r d'^'lT_ W d ALSO LESS AND .l'CEPT JT °a 's�C< ,� Ira 1(v n u4 3 ` \\xr^qr, _,t.o-4• sT l+r�l'3_,: W s <'.; uJ c, "' d, eb e `r, - - }} \;z Z N i- 411 1 as saltsIr;zlo ncl vz iz\ mac', ne eJ ss.;a '')3 '� _ -} .,'JJ'•, j z} - - s Lr-..3 �_ �i Q N Z Of \\ / s r ire !/,\ alzaJ}1J,eaJT e.l 2`s aio .z=_ 'w, e n\,,lu ✓, 23 _ 1 \\`Pt r"o L W F 't , 59.iE5 `^ / r 5 74 4 '1•\b �d,' /� 2�4 \.. •a r!' .o\u J J,v s rsz \ar REc 1/?IRde tDs I s is\_ _ zs z sIL (14P)D 4. .3UTH s t �'`t \\ 444:$5 41 C i9 Z i �.C—' i�;ti`; 3 z 9 i n wJ JEC 152'IeLBes•Isz / • \f, \ •. iJ✓ lz 9 rn!TFm v"R .� } w)0_' Easnl zly �t 4v i'i'K` x,y 5 I.;Q.4TO ER: 0 .}r6]4 ) ry'CRTH unE, OF 295fl,FC, 1015 R,, n 5 G9'101 D S A9'Ga'06 "1!(F) fi9503' z 0 0 `IR,Lm is ev'I�i 'r'w, 1_oao0 to rJ � +, _ Lit ' m o ., CD= , �,1> ._..- FG 5 Af'Oa'C6' J:,4- ,i� rn��inF nwr �` 4' (9)` �. =a.auzmmmm m'-m 3 j - ._# ra•:o A \>� �, +•� J m:m�Ritip cm(," I -` sT s a•�o. ,.0 n'r) \�® try cocr,ER I �V ZN� L + \ ti' }G. + \ R2956PG 1015 z -- •`` \ w _ t Yo L 4r v) s I a CL g o ` ET 6FTLAND t .) t ur ADJACENT PARCEL - SOUTH R/Iv u,Q w \ I' tx F'oI rump %ITA EI' B, OTHERS \ j Qs os "s _ ONING: I-2 '\ � �'°' � "�\ �F;"Is ii •`rrt FUTURE�ANDZUSE: HEAVY INDUSTRIAL � azz ..:03 PUTsn II Z Z .�, o0 3 e a ss n ",,y srz ,.,. ,S losh� r elt-m3 j /w \' '` �e W rr1 y„3 43_ �lzl }} h1fl', -z �..:vf�./ - � W ' JR 3J36,P01614 Q W ^b19 9 S =r,} 5l4 573 ' S}x ^ _ �■■■rr U W I— O 5'4 fA5o4 [.n>E':,SI - e G151E1c3c57Y 5)u 5J55',djls ss'�`1 .,.h o ■J z � W Q an foe o - s7r 5`k., s}, a ` F- m LL L[0'- V03 L J:3 r.c .. ,E .ti h \ ', x ,�/o ,R(nF•i ecl _ �J" L�ja !C. tkrA,3_`A FG 16]i !m" u' L[55 /„ri � Z O Jr FI.+TIm 4� All r rrt (ROAD&UTILIII"EASEVEfJT) ^-_� I , 4�3 3y •JI'} 415 alr ?�., �✓ 3�4 3'3 ]I> }IO \\ �� m n•, t:(u f+VJ?fG Iv74jry` W �-- (ORJJaJ.FG2(,DS) � / /' \ SI'z r 43,t41 4N!j JI4 }rr '7 r,fill \v/1 3 3] _ ,, !.^1 REC 1/ IF(ISPf 40J 1117 4n } ' ,r', cl0 V 'l y34 x 3,13' x 3330 8- FPC OTIUT, FASEI,!EnT v /j:: " ,; (f•;t),\ID)i�b' E: LT) 'all ,n} -s S4, _ „(OR 22,14,PG234) W 3 '.d' , /': g' ;o �r;?' __ lids - 33 " z 33s''' , } \; Ir.r .. Jz' ,�z n c1 3s 3sv 4 zw(Ep 1/�I LBa1Da p �I r,or Funcn LEGEND LEGEND ^I)I .-�i-m'` Cvr F',",5. �,:, •i• / J }'®Inl. Ii', PI OT 0.'Ttl r RE(I.Ez4j IRI,- !! 1Z1T5!FTi r, �'i',; `' 3'J 54 A }_,, J` Jc - na f'E coRfrpF,.M1yer o ar1s+ „'�� ` - BM -BENCHMARK POC=POINT OF COMMENCEMENT Q ' - .4..rr�.ftp° J,o °x'3c3 a 1 'x+' J.`7, IrbusrRHi'FE;Kvu t n'"".,,: o_a;r l.I ,1�=CENTERLINE POB=POINT OF BEGINNING J •i`bT's m P1 nl ,s , .*,EI-, I:IrI sglkL PaTc(.fnr nT,u.-`�--'�.}' 1 c>o( 4gsr =uo cJ�f; "v` Jr� <}zi ru -31, �l }!-_-�.=- _ _ - - ,r<==` _ CALC=CALCULATED R_REINFORCED GONG PIPE ''� \ A' •%:J-i.n S",%3 -`-_� a-,ii!-y�.t%rir-'_�mmmd.�[.me.m=my -�-� CM -CONCRETE MONUMENT R RIGHT OF WAY n115 '-m c", �_ 3��._'---Tn 11", / CONC.CCONCRETEINK FENCE SET N&D=N&DREC-RECOVERED4596 'i�J1ds allo;L� Izzfl �2 14 P 11ND 1226 f y W � _ c'y21 ,•� 1210 1" 12L.`.• ? ('GRf: ER, It EST DFarlGE'/H fl9 D]5J" E(F) Y OOc4H(A,'-. I�.r43' '"L;musTRleL PARK unlT onE!; 2rr(D>:e 73gF) C/B=CONCRETE BLOCK SN=SIGN .",A/C=AIR CONDITIONERSET LR.=1/2" IRON ROD W/LB �4596z�f� �+ COV'D=COVERED TB=TELEPHONE BOX o Pc N ot y ,' DESC=DESCRIPTION TYP=TYPICAL otlDT PUITED 'fa b IrrE'45' Dp4'fl4GE EASt fEffTY I ADJACENT PARCELS - S0, 6fH (PB ,PGA) h I o EB=ELECTRIC BOX WF=WOOD FENCE ?� {) ZONING: 1-2 ��jj ELEV=ELEVATION WP=WITNESS POINT I "P, EP=EDGE OF PAVEMENT WALL=C/B WALL a w FUTUR LAND USE: HEAVY INDUSTRIAL L� J J 61 N 1EACE'.1E11T LOT \' d \r LOT o LOT H Lor 1e LEI L 'I:'+,cJ (P B s.PG n4) FH=FIRE HYDRANT WV=WATER VALVE \ 'i'j��'� r nfsr 011"IE F.F.=FINISHED FLOOR ELEVATION TRAl ( R)=TRANSFORMER VM1EST O,vAnGE lM1Esi ORenGE {':EST O,4AnGE IM1EST npal,'GE 1 _ rn InOusTFIaL PaR;, ufnT er.E IreusTR I FaFI" uurT nnE, If:DusremL Pars, mnT Ill I; rnusrRleL PAR1' Ew o.aE, rr t';j; 'zz' IrmusTFlaL PaFn urrlr o;rE, F=FIELD TOB=TOP OF BANK I` o P,B 3. PG 11 B P B 3, PG 118 P B 3, PG 1Ia P B 3, PG 11a 1^l;', P B 3. PG ns FC=FIREHOSE CONNECTOR L = ARC LENGTH O 0 (Foeo s UDun EJsfr Errn ) , co o � '=i ", FM=FIRE METER CB = CHORD BEARING 00 F" (O R 37"s,Pc Zees `_ /' rn w i p+? GA=GUY ANCHOR CA =CENTRAL ANGLE w w '�`•'II > GM=GAS MARKER a I w . " l�l, j GP=GUARD POST R RADIUS N II w Z y GV=GAS VALVE _ \* m I;i.s' INV=INVERT C= CHORD LENGTH a N U 7„ II DI - DRAINAGE INLET S 8 30 9—� \—` _ hI I I FF r+ I:�,,,° IIR=IRON ROD P=IRON PIPE ID IDENTIFICATION BOARD OF PROFESSIONAL i r! 30-J9' E(o) V �tIIIt BLDG. =BUILDING . SIIi' BB = BASE BEARING LP=LIGHT POLE TBM = TEMPORARY BENCHMARK ENGINEERING CERTIFICATE B' PEG OTUTn EASEI.IEUT t'ty � ` Wu WATER METER NO. 28973 44vyF ~`tb11�1=`Ira NO I.D. = NO CAP IDENTIFICATION / 3003'( 7: / (o R__34.FG u41 1 l FFr: EasEi"Enr MH=MAN HOLE ( ) • of 4E-t/'� S 89"0923" If I UB = UTILITY BOX h r( _r) (P.B S,Fc. e4) N&D=NAIL AND DISK I IPB s,Pc a4) 4 °? O/H=OVERHEAD LINE UV=UTILITY VAULT e ., 9.78' -yl� P=PLAT t =MORE OR LESS mr i o 45 DRA'I.'AGE EASEI.IEHT r �� I:r.Po w"-r�)"I s ai'1o'G5• r,(D) �i 'N 1 'Y • s Dro9'2J' w(F i� p U/P=UTILITY POLE N/A=NOT APPLICABLE ---iii MES=MITERED END SECTION BFP=SACK FLOW PREVENER 29700') .r, .•7cc= SV=SEWER VALVE 9ETHER 67TH ti F , - _Via, ENTERPRISE STREET se=slcrJAl. BOX & unun EASEr"EHT) �.>.I(rto m ENTERPRISE STREET ENTERPRISE STREET I FO=FIBER OPTIC MARKER TP=TRAFFIC POLE ,f Eo' R/I'i)(PBS,PC 34) (rti R/Iv) I60' R; V4)(PBS,FG E4) CM1'EnT AREA PER s aG'S2'44' t'i(D) �` „y ( '•� `-�-�- : 37v3.PC 2605) S 86'50 �a, 1 (F) +(,' 15 -2 (DI IFO 4<'(F) p f.'E CORfICR, LOi 1— n,Rnr,'GE 5717 II,' p 11, P PART:Ri: 85 n': D, ` P:\—PROJECT DRAVANGS\SUN-001 Ocoee Sunbelt D—l.prn.nt\D—(nge\CAD CM13D\J.yut.\03 PSP\Aerial Site Picn.dwg Modified: 4/3/2017 By. ccoffay a.7ak 0 C REQUESTED WAIVER TABLE: N Code Section Code Proposed Justification Requirements Standards r a No filling of m0ands. If disturbance is required, Referto Enydonm hl W E _C, Article Vll,Secllor17 newwedandareasshallhe Fuil-.,Idremoval& Assessment Report by 0lo-Tech 4, e, (1) & (2) mitigation paid rested 2 times the slie of Consulting wedandsdestmyed, � z S ��F GRAPHIC SCALE OCOEE 11111111111 P.4Rk PHASE I ( IN FRET ) (P, B,SD,PGs 737-138) I z FLO 4 4'Cel l; 1 inch = 80 /L Fp66z73 s,y1ol7e4 i Rgt r;OT PLATTED No o �L� �IRITFT �! I}I^f,rllllOr,r• 1+�I,� 0 0 I,UT FV Ii[n (TOHSCF I'AnOil AREA) lrOr!_EF t'ATIn;1 AREA) SECDON 1'J-i22`>-R28E ` CC R e- V- ( 60, FGS, 137-135) 1 NE 101 FBGl.FG51J?-136 Fn,; lT 15 OI" 50U7H �' CpLI!ILITCD ` WETLAND TO BE MITIGATED AND REMOVED M1J s[cncr. 19 .�, r! r ! If'E a 8Y46'07" E .00' 2642 4a' 9'08'In' ELF) (B B) 25 _ c,•� s:ar,�,y <sr�l �� I to �,ED32. ::ia.�fsoio' N89'08'1"E.�i,is7�9,•a/40ia•�ii�ii��i�fai•ii ` I• ``-1'S 8_' _ _OI () _EE Plc.! 13- -- _--------- -----------�- i-----• N 89`Ot31lI 6'-------------------------- --'- - 13� ` \1, gvs'Ia' w ro �-r:uR _4 !! 8'I'08'l0" C "R072'-mac- ----- ---- A - ---- -- - ACT ,D,' !ri n F rz� F' Es•�•lr�« G�•�'<� - - - r31. DEDICATED ROW 10 FO) -_-- ` f f CCnON LINE) REc 1/_>-IR / � - 'lvna,,na rnyn=l 0, )5 AC (J (` (Le24) TRACT / / _ -s - IT POB BUFFER/FUTURE ROW--r• •�' I' 1,a5'-21 ' J I 't _ I', Si R%1'; LILAC, AL50 LEss 0.75 AC I '"�- _TR�CT..T/ • our A D C\c EPi l r _ 1 RE Foao(DJ J x. I % .. I •PRIMARY PARCEL,TF, 00 NOT PurrEn IT / , � 1 15.09 AC 'i. �•. �'� 1 ?'D 0 M - SJ AIL• r � I•I < - � O ''1 •1'1' •I �•Irel� I.1 •(,L•I I:A rt f1I... ,llI .l 1I•'2- I,o I I / 1510RIGE Y/AD ff • , ' 1 ftP4DN0 e ! I 149.0018� to ' I.1 1"•I; I't•.I, i,l'I:I 1 r I' I !FCj ` sr14,10 slog _ co 41 It. 1'I il1`LI.1.1,;. 1 u.oasr a l \', - Cr) 1.'I'I''I.1'd \', �_Tz'Ieor ' C7 Y s I I F I:1.1,1')';61'I'•I'I'I I, -- I = r / �i •1 1:1•i, I .I J' 1 '1 'i I' L.I .,I .1 1 il]• a etx,oaa .A. o \' L=/"-'s' ' W27 LJ O RETAt h 8WI1 TOgS =4?L 1' J V _ _ •r' I4,181 Sr R p, -p / \`' /�s \ \ \. 9=k,-i ;455'S9' E � ! .I i Z 3 r 4 1• - N H SIC+i. L 's r, F ,ID , I' 9 ! r,P1D'4 allTrl r � 11 \ n Q m o, / .,''; :;s'S`S'..,.-rl'-,':.=�.;` �},T•%'1.5: tl�c`.'.'7">�:'.s"�Vi,•r.. _ _ -- - - - - - - s z .a o i .,, -_-- s-ci'i>"'u•c-;v :;R-!'s+r-r, . fi .. t_ _ _-__-_- _ _ _- �,.• ... --_ - "•�Ia�H-a-i-swMw ` _ _. , c' ` e. TRACT 'C' ------ se9roe'os•w \.r ,. Lsa9#i;li .. \ I / 1 . I rec _ �rI�4 CORNER. II(r.O ID) VSEST(D) 5 89'09'O5' t4(F) V80 W _--_--------, _ ,`�\ Q STORMWATER POND 1 `` OF29s6,Pc Pals 1054.11'616 J 5.66 AC , 3o'(D) z94B'(F) (--------------- \\-� �- r R,'6' uTrE-c'Em \� z W T 1 -UFt EI 61 F- Q / I , I>rt♦,I la �� -lr- - - - - - - - - la � � � � Itata � � � riT'� la tsla 111• �� i� � la � r• �� Q .o - CONCEPTUAL LAYOUT J T D4'(nsinn.'oc'lord- 'J FOR PROPOSED FUTURE I 1 , - REFER TO SHEET C2.2 FOR ENLARGED DETAIL �- (n CONNECTOR ROADWAY 7 W %_ J Q ISOLATED WETLAND TO BE MITIGATED AND REMOVED N esQ F- / (! RFC i6 ig, LLI W o" .1 ,74 _y( TRACT 'o �O'32' LLJ C' W J � I LEASABLE PBA' RCEL g : 5.72 AG LEGEND SITE DATA: o � w - - I r;ESI UNE, o R.3338,PG 1674 so ass our • r_ PROPERTY BOUNDARY LiJ z Li 0 EXISTING ZONING: I-2 J O J D D unun E45Ee1Eni) r -_ __ __= -= I tee?33a Pc m74) Q Q in R 3796,Pc 2605 �� % - _- --__ � -,_ ___ TOTAL PROPERTY AREA: t27.87 ACRES (n �-- REe r/z'IRpIP) \. T-- /// r PARCEL BOUNDARY TOTAL DEDICATED ROW AREA. t1.40 ACRES U � U I ' - �� a' rFc unun FASCr,rEr W � ~ (OR22J4Pc234) n89v7'n43"E / saroT4J'ry ` 1- - yV , c I FEr, r/_=IRtaz los - - - - - - SETBACK/BUFFER LINE TOTAL OPEN SPACE t10.42 ACRES (399.-1 W PC 1/�"}R471 t189'07'43" '90 '1TB9'07�€ ii _-- _-f1-__-- -J (I', P) 07' SOUTH I•°T rL°ii[t' (LB24) i}�4JicJi�,25• ---_-- r`o38'269' mi•}+ r!E rOFr:ER. Vt CST OR ''GE r 74.47, , , , ��lt/Yfl rlousTel°L a.+Rl: urvrr nln ' / BUFFER AREAS: 3.00 ACRES r;ueTH ur:E, uesr ORaNc[ � �" � . HEAVY DUTY ASPHALT 'I --- 1( - ! I•'lDUS/Fls1 PAFn U;:IT n10, PBS, FG5 D4-85 \' Q a9'orsr r;(n MEDIANS; 0.62 ACRES J Ions74'(D 106536'(F109509- t�.t�.�>,�.4 >•i-t��-� LIGHT DUTY ASPHALT �'�-��t�'�1�"�� zm•ra - r STORMWATER TRACT: 5.66 ACRES POB AND iC IT() H 6v07'57 E(F) REc V2' ❑"; coii, l,Esr 08"; E Ju'(D) z973'(F) z z IRrra47s J J I l PB 3u P, PaFI, n;ur c;lE. LEASEABLE PARCEL--: 1.14 ACRES PeJ. Pc n3 i �'� u. � CONCRETE PAVEMENT w tin v�i 1. " -PERCENT OF SITE AREA NOT INCLUDING DEDICATED ROW AREA o q N NOT PL4TTED 15' VPA tlAGE CASCIIErlr -r- ••; -ASSUMED 20% OPEN SPACE FOR LEASEABLE PARCEL o c� tv °' (P B 5.P6 84) , I l .(�C�� ` CRUSHED STONE J µ� Lv �1 I a' FFc EASEUEmr LOT 1' iWl 2. TRACT 'F' LOT rJ LOT rl LOT L "'�, I": (P B S,Fc 64) ",LOT DEDICATED ROWICE r, Esr oR4r;CE I,En IB°f:cE ISESr oR°P.cE I I I Curve TOble PAFn UfllT PNE I."lOUSiFIAL PAST. U;:IT 0;lC, Il:DUSTRl41 Pa RA Urlli O; lE. Ir:DUSTRIAL PART, LlrllT ONE, I;IDUSTRI4L PARK UNIT ONE. / O 0.60 AC P B 3, FG 118 r� 1 . P PU3.S RPC,II I i8 P", 3, FC I I6 P133. FC I IA +o s unun EASrLIEUT) w o I Ij I Curve Chord Length Chord Direction Radius I O Q (oFn9a,Pc,2c65) rn w 0 O I- m W �I T CI 458.49' S17'42'19"E 766.28' I vvai 11 I `- a Z iV C2 61.82' I N12'40'56"E 167.26' I a r1 O U S 86'50'37• C3 472.56' ( N17-34'41"V! 771.28' I N 31J 49' , rr s6'sD'JY Eff) I I n I BOARD Of PROFESSIONAL a' FFr unLm EASEvelr \�j� ENGINENRO. 289 CERTIFICATE 3o D3'(D)3o 49'(F) - Y' z z 'RFC i I�4 n S Q9'0923 ii` (0 R22J4.FG 234) \' :+ 8' FPC E4SEOENT /'- 1 (P,0 SP�84) 29.78' 4s' DLP V4GE E4HIIENT I'llT R�+r P..o (PB5.PG 84) I I. I Tract Use Area Owner Maitenance • •E 1. PDJr.Fti ]) o _ / JO OD'(0) V e e 5 .,- e e 1 , / 3 8909'23' IVF) I I A 5 nb RR ntai 1509 5unbdtR ntals SunbdtR orals I -r-�1') I R leasable 5.72 acres Sunhel[Rentals Sunbeltflenbts 'R li'ITH sas•so'3�'7t •' 9 a�, 4w , , T ENTERPRISE STREET I C Stomwlater Pond 5.66 acres Sunbet Rentals Sunbelt Renals I ^ r t,Iro m) ENTERPRISE STREET E]TERPRISE .STREET (eo' Rrrq(PDS,wca4,l I D DmlratmROW 0.05acre: City ofocoee cityofcc ry EAscelErrr'4' - - - ,EA PE 5 86'S2'44"RjW)(PB s,PF 84) (t0' ni iv) 1v 1605E s 8r:50'22' E Dedicated flow 0.75 acres City of Ocoee CN of Ocoee �998' }� C" I F Dedicated ROW 0.60 acres City of Ocoee CRY of Ocoee Ii 1 / 5 86'52'44' 27973 (01 5 86'..�=-'," 2a0421F) Po I I 'E CORNER, LOT A6, 15EST ORAr:GE m.i7 INDUSTRIAL PARK UNIT n40, PB5, F6I 84-11 VN17 ^b ouy m PRIMARY PARCEL DATA: ' PRIMARY PARCEL AREA: 15.09 ACRES GROSS FLOOR AREA: 26,569 SO FT FLOOR AREA RATIO: MAXIMUM: 3.00 PROPOSED: 0.04 BUILDING HEIGHT: 1 STORY PARKING REQUIRED: ONE (1) PARKING STALL FOR EACH EMPLOYEE OF THE MAJOR SHIFT BUILDING A 15 STALLS BUILDING 8 35 STALLS PARKING PROVIDED: BUILDING A 24 STALLS (3 ACCESSIBLE) BUILDING 8 36 STALLS (2 ACCESSIBLE) LEGEND — — — PROPERTY BOUNDARY --- PARCEL BOUNDARY ------------ SETBACK LINE HEAVY DUN ASPHALT LIGHT DUN ASPHALT CONCRETE PAVEMENT CRUSHED STONE C.C.R.#66273 & #101764 N 1/4 CORNER, SECTION 19-T2-','S-R28E w M 10' REQUIRED SETBACK/// W U LANDSCAPE BUFFER/ TRACT 8 W jJ (CONSERVATION AREA) 137- I38) --------------� ----- — I 1V 80 08 10 ' E N�BIE""AN TYPE D CURB 3— ILY_EtiHANCEQ�1/fEER - - 1731.1 u .�...� souT.H ! IN a(l r, (P. 60,PCS. I37- 138f 1 _ _ _ _ • i F \ ^ 1 - e TYPED CURB I. �•6' GALVANIZED CHARILWK ° `d ° •• d�Y. ' . • • •' T '• ••a 6' GALVANIZED CHAINLINK • ° e d . d FEIK:E WITH 3 ROWS OF " q, ' 43 CHARGING STATIONS X7Ri 20•• SECU"HOERTTY BARBED WIRE ° SECURITY DABBED WIRE 4 POWER OLmEtB SPACED ° W ° typ • a °D�3TF"; ..� ROW' 6' ON CENTER AT TOP, Al TOP. TYP. d d •! I °♦ ° ° TRACT 'A' d ° ' • d . ° Dc d, .°PRIMARY PARCEL ° ., • ♦d ° _ d.. e ° ° 15.09 AC e s a ' d - ° ° • •°• d s ° ° , • �'T •J5 / ° BLACK ALUMINUM FENCE 14•TRUCK WJES . q �•' ° ' JO •I D D 4' ON MAGUIRE ROAD FRONTAGE d� d • . 6' GALVANIZED CHAI14UNK C2.3 J e• , d• FENCE WIiH 3 ROWS OF ° e SECURt1Y BARBED WIRE a 3 AT TOP. TYP. . d • .. a m a Rb ° a e °d •+ , a a, 1, ' 1 J 1, I° 1 I. 1 Ida I' 1' 1 I r a o I i 1 I I" 1 I• I. J J 1° dl 1 I WASH 'RAY J� a d Ld I, I d 6 I',' I J I I I. I 1' 1 I' • I °.I <FUE1 d I° 1 I 1 I °ft5" 6• d ° 1 4,1♦ 1' 1 1 I I 'J 1 1; 1 1 d 1' _°_ ___ ___ uI�A n" ,c d •� 1, 1 •I 1° I'6'L 1 I 'i °I d -d --- dl m fWtl t(� ° •• .. 1' I; dl J '1' `I 2 d a ° t ,1 t L I J N I • 1 I l ° y' I; I I ° BUILDING 'B' 8E 1'; - E 10 ` > ° ° 9 e l (' (• ,1 d I 'Iq 1 L t ( •1 1 1 1` j+© Lj SERVICE SHOP .1 '24' ° .. > . ••' •. .e 1 1 J 1 a,40a SF Rb H: I I 1 I• I I L 1° f I; 'I I ) ii a, WASH BAY 1 ♦J I °i 1'° i 'I <I J ii d. (�° K PROPANE, / A o I 'I 1 I, •1. 1 1' I° I •). � �' 1 I • I ii $g $$ 5♦•° 6' 4 ♦ ,, a . , ,'��m m a I ° I I '1• ! 1.. I,d 1 'I I 1' I I',1 I 'I d° F-- d q r i i di ♦I� ,i i'' R5' FUEL L T L__� L__� __ i__� / BUILDING 'A' .° .. RETAIL Lt SMALL TOOLS d '. ° • d .. ° . , , d , • ,d ' ' <J- I2.161 SF ° ♦. e •• °, ,. ° DUMPSIER, • Q4♦ ° `_... °, '♦ :. I I I I I ° ENCLOSURE T 7E D CURB ° I ° d e a' ..d d •, °, ' d TYPE D CURB ° • ,• RS !/d `Rl5' ' ° TYPE °D CURB+ d ♦ ° , TYPE D CURB PUMP' STATION IVEWAY •' ° ° .. d RAC 1'/2 7R# 2 1 L 8 . q DRIVEWAY Rt 5' (l4/P i0.4` SUUT ° ' A r d a e 30' 38• '; 2 /;'" \'riSK1; ri, . /. . t<LC. I v IKLB68 - - N 14 P 0.5' EAST W .;i'.. , . ,r'�i (•��i -.. r , , , Q , , 36' , ��'/ �.' � � .. , ,... �� =��_........,,„,.�._,_,-,.;'s:�=%,:ir,-�-�,.v. M • - - ` - - - t\ i1 _ _ _ _ I� R �. RIBBON CU f fir, a - 30` y Q REC t Cm(NO ID) 0 Q M WEST(D) ti 9`0 _YPE F CURB) ¢ V TYPE F CURB ( � TYPE D CURB 30' LESS OUT DRAINAGE °: UTILITY EASEAIENT (O R.3338,PG, 1874) Z vl O Li NOT PLATTED �I Cu _-----_ r -- _-- --r F789108106'W E{HiFt�FFlH 4 CORNER s-fis°60 06---rr ------ ----- 1060.15' I O. R.2956, PG. 1015 05a.1 i' 10' REQUIRED SETBACK/ - LANDSCAPE BUFFER I N_ i ?r as 4a w E 5 GRAPHIC SCALE w o m a m ( IN FEET ) I inch = 40 IL I POINT !JS j 0. 1 �' SOUTH OF; CALC LATED /SECTiION LINE N 89°46'07" E II 2642.42 I V -S 89'45' 18" W TO NORTH LINE I ADIUS POINT(D) SECTION 19- TRACT DEDICATED ROW 89'47 56 E(D) o.oslAc I F 89'46'07" E(F) (SECTION LINE) 20' TEMPORARY 1 103.93' EAS MENT. 45 ORB 4056 PER ORB 4056, PG. 4096 vv ST R/W LINE, I M. G'UIRE ROAD(D) I 6' SIDEWALK I � CAL (L 1 ' MONUMENT -, SIGN r TYPE D CURB r TYPE F CURB �C�-a37` 18.0611 -1.27' ( Ft& 57' z '\ L �\ NT-NRN LAN TO BE DESIGNED BASED ON FOOT STANDARDS. LENGTH IS TO BE DETERMINED AT ENGINEERING. 'D-3718'03" RM .27' \ L- 6, \\\ \ -d 1 55 59 E v " \ HISICAL r ROAD �r 77 �r 1 ��` -ter;, '•� TYPE •CURB ^ 7"- Q M CPCB-S R=62'W TYPE F CURB I (V CB=5745a'LO'W _---------------------_- <U LEFT -TURN LANE TO BE DESIGNED BASED ON FOOT STANDARDS. LENGTH 15 TO BE DETERMINED AT ` TYPE D CURB a.' / ; FlNAL ENGiNEEPoNG. A. NOT PLATTED R; W LINE' PER---- SURVE)BY OTHERS b � g o F o GG n � h �r `o J J rn 00 r N Z �Q00 C00 ��00 W N 0_ Ln _Z ao0 0 6 z W�� a O W O- v 0 Z N t- Q N Z_ C CL Q Z Q J W F- U) 1 Of Q Hw- z r —J W Of W a O J Q U Co LLJ 0 Q J Q 0 O z W Lj W O J U w O mLl- ZO V) U O 0 w r W ¢ O 0 V U \ r U J N w c0i O N O 1- w w II I w R N BOARD OF PROFESSIONAL ENGINEERING CERTIFICATE NO, 28973 UN17 aam g � ! 15' 12' 12' VARIES MATCH a NG 71PE D CVRD J 11PE F CURD i 10' 10' GRADE ASPHALT P^vEUEIrt LANDSCAPE 11AINTENANCd BUFFER BERM SECTION A -A "'T ExIm13c; .�:�%�i.� "•> ^?/ %`.'y •%`.;; ��--�.� 2' MIN 5' MEDIAN 0.5, 6' GALVANIZED CHADIUNK FENCE WITH 3 ROWS OF SECURITY BARBED WIRE AT TOP 1010' L -71 LANDSCAPE fMAINTENANCq BUFFER BERM TYPE D CURB ASPHALT PAVEMENT SECTION D-D 54' VOLUNTARILY ENHANCED 2, LANDSCAPE BUFFER CHARGING STATION WITH FOUR POWER OUTLETS "" MATCH EXISTING VARIES 5' DITCH BOTTOM VARIES / GRADE ASPHALT PAVEMENT 6' GALVANZED CHAINUNK FENCE WITH 3 ROWS OF SECURITY 13ARSED WIRE AT TOP VARIES 1 VARIES C7 CONTROL ELEVATION I - 2' MIN POND BOTTOM /f SECTION C-C 111= 10' 10' 10' 60' rAA1NTENANCd LANDSCAPE FUTURE DRIVEWAY CONNECTION TO FUTURE BERM BUFFER ROADWAY WITHIN DEDICATED R.O.W. 10' 1 10' �IANNTENANCq LANDSCAPE BERM BUFFER SECTIONE-E r------------------------ T----------------------„-------------, ---_� I --- -- 14 I i III111111111111 / 1 � I I I I I I I I I I I I I 1 1 I :+-*•�-_- �� 111 I11111111111111 _ ® J` II �� L C 42.58 I I I I I I I I I I I I I I I y4( \V, \ i 7.17 20.75 Orange County Fire Truck feet Width : 8.00 Track : 8.53 I - - __ _----------------- ----- �I Lock to Lock Time 6.0 --------------- — Steering Angle 31.7 ------ ----- \ L------------------------I---------------------------------J TRUCK ROUTE DETAIL 1"=60' r<-<•<<•<,<,<,<< i U J O Do r U N Z FF-- Q 00 In O 00 WLn z 0) 0 K Y _ Z LJ of Q O W 0- a a' Z N F- Q N _Z C a- Q Z Q J F— Q > -10 o Q LL z z w LJ �w V) N a- LLJ m0 LLIZ 0 CCU F- V) ~ C� Ld O Q J N o n ^ 0 f¢ o v� Z U a N BOARD OF PROFESSIONAL ENGINEERING CERTIFICATE NO. 28973 n 61Y17 I. m WIS9R\LNi. WM POTABLE WATER MAIN --RU RECLAIM WATER MAIN Q --FM FORCE MAIN SANITARY PIPE — ■ ■ Veee, ■ ■ — PROPERTY BOUNDARY ---------err®-r�--rr,_--- —— —a---__.rr --rr — ----—---- �i / BUFFER TRACT )E' FUTURE ROW —__--- � 0.75 AC I I I I_ I, 1 is I d I ALSO LESS AND //uEXCEPT }_ I S I� i I' ' t l TRACT 'C' � / STORMWATER POND 5.66 AC II I ( III /i I „ I \ ` — _ TRACT 'P' -DEDICATED ROW 0,60 AC TRACT •� - f I' •' ��', v.., PRpdARY PARCELI-;�(" ( I. � ^i a, tel: 1 'v •v / •i'1'l,(' •Y �Le a !, F3 ,I I I A: 6 j' n rr 1• �,.�.. - a 11 `•i iti'Y� � •I:itill3+.k,(•.1 :;II ,(..B'L`i'-I :,1'}) �I'• - ,LJ LJ 4LJ i LJ .t.ia:1„ "�>m, A 'tiff'•. I.S. .I / 0 -I n / 1 f �7 ,r / i. f i TRACT 'B' LEASABLE PARCEL 5.72 AC B&S Engineering Consultants, LLC 0BA APPIAN ENGINEERING, LLC 2221 Lee Road Suite 17, Winter Park, FL 32789 (407) 960-5868 gals - Ocoee TT 20% W E b S GRAPHIC SCALE L_r�_irr , ( IN FEET) 1 Leah - 80 It. I I I i I TRAIT 'D' M X-DEDICATED ROW ■ ,I 0.05 AC 'I M ' M ll` II II 1 4 I s, v O M d C, { m_--___---Nm REFER TO SHEET C3.1 FOR ENLARGED DETAIL Fire Flow Calculations NFPA 1 • FIRE CODE One• c Two• Minimum Required Fire Flow No. Fire Flow Reduction Flow NFF Building amily Flre Flow (GPM) Sprinkled Area (3q•Ft) Floorsm F (NFPA 18.4.5.2.1) Duration (GPM) Dwailing9 (Table 18.4.5.1.2) (hours) BUILDING 12,161 1 No 3.000 Yes 75% 1.000 3 BUILDING B 14.408 1 No 3,250 Yes 75% 1,000 3 Notes: 1. Per NFPA 1- 1,14.4. l Ttw fir, fiat/— f. WSW c,nsbuWedWType In(21 II a Type N(a"s1 NDe tha MW ft—Wee ft—k,W. We bw"dng. 2 Per NFPA 1- Ie4.fl21 lobui Wher Nan aro-mdr f&nly Nven's the 2q,nmdf 9,wahal he reduced by 75p—M when fhe bOdrg is pmleded Nmugh,ut byes epproedaWgr cspit kkrsysfem TAe,esu"fa,flowsha9rwlbelessha 1000g m aa� E F j g �o h b n=� U J J rn r` m (� N z_ �M 00 E O O 2 W W c o0 Z a0 t0 Of 01 z W W t` W O Q_ W � z N Q H N Z N _ CL 3r IL Q z Lli J Q o Q Z LZ Ch W W !- OU J -j WO Of w J ZQ O U (n V) U W U Q J N N r N O p w O w N K Z N O a � U N BOARD IF PROFESSIONAL ENGINEERING CERTIFICATE NO. 28973 5017 leo n/vp �. N G) z a r z IS D ciT' o& ELr ALs j ^rY LNCINCE ANT RING, LLC °ooEE, FL p4,D, 22<1— WiNTERQP^Rk, LpR UJTC 17_ 4e ALSO LESS AND I I I i r i / 1 /r r r w r i DEDICATED ROW I —0.60 AC IN1 ENTERPRISE STREET I", I-) m PROPOSED DDCN BOTTOM LEGEND �.. �..� PROPERTY BOUNDARY w EXISTING CONTOUR aoo EXISTING GRADE oa0 PROPOSED GRADE DRAINAGE FLOW DIRECTION HEAVY DUTY ASPHALT LIGHT DUTY ASPHALT CONCRETE PAVEMENT CRUSHED STONE m N 0 'r W E o a o S =F GRAPHIC SCALE o a w Iw µµ I E 2 �G 1 Inc6 = 80 IL b 77---� � J MES - 5 0) S-? 00 ES ' M MES - 7 z 1 116.44 T V co _ Q DEDICATED ROW ' Q '00 0,05 AC ' Ld Df Q � 6 n II 12in.25 LdQ Lei. O 121.73 Q ' Z Q 10 K m Y 11saj'� ' Z W Ofh -121.02 r, ' W J a N W v N z �e- 6 \\'" , ! 117 40 `122.37 21, 3 .38 \� �- 11875 \ CIB -4 122.27 MES - 2 ' Q 121.5 \ \':'i J 121.79 ' S�•- 'C ' Q CB-1 �t E -3 ' —ILLJ 121.86 W 120.97 —10 <L� \ \ �LJ — -- -- — —" (9 Ld f—O f C3.1 FOR ENLARGED DETAIL Z_ J o n LLJ mO c�D J z o Q (n Q U) ~ uj Ld O O CD Q' Q J > pZp o An o OJQJ O U O F O o 3 p Z 0 d' D D U N BOARD OF PROFESSIONAL ENGINEERING CERTIFICATE NO. 28973 UN17 OBEY PROJEcr SUN '001 �CLASSO, sHEEr C4, i L °USsol) 3/23/2077 �'„�aJECT _CSIS` UN-001 �oae Sun belt Devafopme -•�t��rowfngs\CAD ' r C!»13D ) rt\\ P`f D,dw 9 01 yam\ _____ `__ I � \ {} ,. � " \\�^� \.i\�� I� ate• . ' �, � � � J .. r'mr • rt��yrr ,'\.�\. • aA,a .. ,. ` r.r,rrr ^��rr _ram}, • a. • �?;,\\ .. /, a... ...• ^ array r±L` •, e, '� ��f'�\ - � ^• _ r;ham+..-.a:-.,..,�,�„' " t '. ,!`c� .. a �. tom'^ e., �,,,�tr ': f� 11•�'``�•�^ / I jj �i 'I ti a �•a C�Ra Vl ' a � ° ale •l �1 y' \\ � �`�.\'.� �\��S . e • ` .yam � • 1 =l 4 ,_- ... '- �— 0 m. GRADING LARGE SCALE & DRAINAGE PLAN PRELtMiNARy SITE PLAN SUNBELT R C!TY OF ►.,,,,�� OCOEE, FLORIDA APPIAN I ENGINEEPINC, LLC 2221LEE -_ WINrFR A ,< AR ROAD, SUITSUITE1---� FLORID7 A (407) 96 32789 --0-5868 0 m `iT DP DF �/nLL \/AKLI I1101_> (TOP CF S 3LDCK / � OCT CF CAI:CP V'> z 3 n 2 'TOP OF SLAG) EXTERIOR LIGHTING, T,P, METAL WALL PANELS PROVIDED BY PRE-EPNGINEERED I.'ETAL BUILDING PROVIDER, EAST ELEVATION - BLDG B WEST ELEVATION - BLDG B NTS NTS I/UAL C:ALI. PAII ❑1 PHUYIULD C1" EXTERIOR -G-T NG. PRE-EtNGIVEE:ED METAL BUILDING PROVIDER, �� T'lP. NORTH ELEVATION - BLDG B NTs SOUTH ELEVATION - BLDG B NTS EXTERIOR IJGPPNG, T,A �g F IS p a 8 6 b YS +` o C) J J � �00 0 N Z IW_¢ 0O V 03 W Z_ ao� o CD ui !L' W a o � � v Z N h Q N Z_ M 3r a z Lij J F Q z ( o 0 Q � Qo > Q I— W z_ z J ww w Ofw m � J0 CD d W O z m LLI M _ �O U �F- m V ~ U W CD ry Q J IB'-G', )- O O MT C- W N 1/ACCIIDOSC) zYi QQ o Ly N w O 0 Z a U V1 cTCP CI SLAB' BOARD OF PROFESSIONAL ENGINEERING CERTIFICATE NO. 28973 P:\-PROJECT DRAWINGS\SUN-001 Ocoee Sunbelt Development\Drawings\CAD Civil3D\loyouts\03 PSP\Building Elevotlons.dwg Modified: 3/22/2017 By..ccoHey �� \\ '04 I�_ lI JI z mI SCALE DRAWN, 21. C. COFFEY RENDERING NITSAPPIAN ENGINEERING LLC PA° PROJECT DESIGNED, LARGE SCALE PRELIMINARY SITE PLAN ,A N cs, v L. CLASSON na ^� SUN-001 I CHECKED: 2221 LEE ROAD, SUITE 17 SHEET I1 L. CLASSON SUNBELT RENTALS IA sz DAB: WINTER PARK, FLORIDA 32789 1 /n Da/2ah7 err or OCOEE 2No STAFF REMEw muu.S CM c c5.2 z/„i2D„ CITY OF OCOEE, FLORIDA (407 960-5868 I 03/21/17CITY OFOCOEE1ST STAFF REVIEW CDNNENTS CMC IREV. DATE DESCRIPTION BY OrO --- -- --- -- --- -- ---- I -- -- ---c631 ---- --- --- — — — — — — — — — — — ----- — �, — —I--- ---�---------2-------------_- --�4+� o �A+�+e --- 00 .fir -1 i -mac, 0 �- PALM1d T - t: 36 CAMPHOR C; ItiiP•� II,j,,6,36) , . 12• PALI1 O I 1-,412 CAMPHOR 216 6 9 LAIC' 1 208. I { -)0 I1 BaY 1,20 =1 224 206'�. 'a BA r '� 11 rAO14OR 4I 1.,QpI r I 225�0 ,+9 03L•'1 ' 21,5' 214.20aExvl*h2 CAMPHOR•' � ° 85CAMPHQR, ' 38, 8 CAI, 01��1jA{'.• o� 'Lp9 •° 217 0 _ ;, 117' 8 �(T� 1` 26a RAIiJJ, ii OAh11UR�i O', 35 2 RAlil 01 02 08 "—j., O 9 3 rOAL<52 �5}(3,8Aj, 1 0 9 6=� 2181 •1�AI<' r 13Q 18 (')AI<' 0. RIIht (;�1 All 0 t� f I< EE 7+9 OAI< 0,. Oil AI:t10 CAMP OR 8 UnKigl<0 - �-'' 10 CAMPHOR 7 L C33 H 100 .1 V ( 9:1A-",- 2d S 3 �Ut,f , 0 1�l (('µG�L� OP. 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TREE OR GROUPS Of TREES TO REMAIN KNISH GRADE I 1 1 I (I I I I —WM------WTR------VAR---- DRIP UNE Of TREE 1 HI -VIEW ORANGE POLY 5E0-CNURE UUTO SEA .�R WE O GA. STEEL WIKE �—HAT CCHANNEL 5TFA�� Ei 3• mm EXISTING TREE PROTECTION DETAIL 0-a , KTA LISLI Landscape Designs, LLC ■ landscape Architecture ■ Site Planning 4465 Gabriella Lane Winter Park, FL 32792 PH: (407) 484.3414 Fic (407) 671-16M PRO.ECTANOCVNER SUNBELT RENTALS City of Ocoee, Florida Appian Engineering 2221 Lee Road Salts 17 Winter Park, FL 32788 (407) 880-8888 CONSULTANTS LANDSCAPE ARCHITECT CARL J. KELLY JR., RLA REG.#: 0001764 PROJECT NO. 18106.01 DESIGNED BY CJK DRAWN BY CJK CHECKED BY CJK DATE 01/05/17 ISSUED FOR: OS,/09/17 R'In Chnn9ee DRAWM SCALE m OFT 20' 40 North SCALE: T.40'-0' DRAWWOTRLE TREE MITIGATION PLAN D11AY&IGNMSER LS-01 shm 01 OF 04 650 279 648 647 --- _ ----- _ ---_ -----�'I'_�O ; y I`'+1 + 3 I.�� 1 �1n T'�----- -------..._._:.-.-.-.rr—�.,,.><-,�,,,; ,M.,' ""�'...— ——__...__.._....-...- _..AF _ I REPLACEMENT/ REMOVAL NOTES: �7- ---- .....' ---- - - I I ti 3 I CA7� li R- — — — OfcKif- / R-.t —+ i Jfr — _.,1..--) _ -i _ —/-.� /-1 /(Tl= I �> TREES REMOVED: 340 O 277 24 MAPLE ;`) ( , LO' r 6 GAii HnP I + };� 17Y�k?fi ( r) ( 1 FEE ID/( t`I; o I0+4 CAMPHOR 274 J } t4Ai< 641 1D Ai iP Ok -j I \ CAh.1PH (� -1 5/ 25 _ I / U / _ C3�1 u� REQUIRED REPLACEMENT TREES: I,360(I:4) / 276 27 OAii 9�3 56, 4 - - -- ----- CIAP _ 2Ii I -) -1 3$-' PROPOSED TREES: 267 O `,70 ,t s y� t,, R) t r �Af,1RH0'R �_ OM �� j 8J"� �' I `3 " [U-+1 4 Landscape L — — — — — — —� — 9 RAIN h �' i / Q C N DEFICIT: 1,093 15 OAK t, ( C�J�jIPN Rr rj - ) 1 Y -) -(_ l J (UM C L (- , 04'; �J� — — — _D )njl L AI� I At§FNOR 0 rl � i. /i', O -�� I -I /- i 1 / , f / / , -I'--� , / -, / -9 /'- - 6f 9 LAI 1 A1.1 Pot - _ ,ti 678 1 Designs,LLC /J - - v - 67'% r wVASNETREES REMOVED 1 /211q/'-1 243 1 1 / 1 I 1 r -I r -1 )f '- I / 1 1- 0 18 PINE Do Tree D... dPmn I ■ peprehiuctm _ _ L-) -(_) 479 /OCAMPHOR I ■ Site Pl 2\8 1 P1 Y t 3 ■ NATNETREE9 REMOVED 240 3RNE I In 19 OAK 3 2 382 DCAMPHOR I Planning 6 0 j� y�y P pfjOR' -I ' - / „ ` /-- / 1 l=-I / l I-- T /` Dip Tree DescdpGon 24b 79%NE 11409 19PALM �,O 499 IOCAMPHOR I '!"ter" - ( - - - _ �68 IOBAY 249 13 RNE 1405 19 PALM 1 644 tOCAMPHOR I i5+ 7- LU IC ) -(- - [� �A1(( J�Z=, (.,) 1 \ { -1_- ) - (-)_ ) - (") l) {_ I t ) ,l- ( I-�- , 62 IOBAY 254 74BAY 1404 19PALM ■ 641 tOCAMPHOR I 4465 Gabriella Lane 1 5 ( ALA IJ / -{ �v7� 4-jo 13 fi_.-AI(4p 4Ft(JI'+� / I / / / ,__ % - I -__I / 9 I --I /---I / �_.� 1523 10GUM 466 140AK I Im /9RNE I 134 tOCAMPHOR 1 Winter Park, FL 32792 Y )J ` y f}{ tlij r 3 ' r i - - _ 2/4 IOGUM 653 14OAK 1488 19RNE 119 10CAMPHOR I PH: (4n 484-3414 / - 1'- 6 OAIC {' {, I 7 �yj 7 �'- ( ) _( )' ) (�) ) ( ( ) - ( _) - J (_ `-I 159 10CAMPHOR 1 680 / / rL l r1) - �I% - 191 10 MAPLE 260 4OAK 1128 9%NE I 259 OCAMPHOR I f (407)671-1604 O) n ) I !-=44 11('r' L 15 P�t L 4_Alc' I / --I ! 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(I 674 10 CAK 416 14 PALM 1625 2104K 191 tORAW I y��( 1 604 10-IOCAMPHOR I r�11 i��li� I 1 /- - � I +E� ( �i. \) '525 IOOAK 495 14%NE 130 21 OAK { -/-1 / -+ 1--, -� . {, I 635 10+10+12CAMPHOR I RENTALS 528 100AK 1484 14%NE 171 27%NE I 454 tOatON2+18 CAMPHOR I 414 100AK {{ 483 14%NE 164 21 RNE 89 100AK r1665 14%NE I'38 21 RNE 253 11CAMPHOR I TIA)GA V rr 529 10+12a8CAMPHOR I 0 , r BB 100AK 697 14 PINE 129 21+300AK 1 Itq 11 CAMPHOR I ^^�(`r -r� ) t/1 8 10OAK } 497 14 RNE 110 21,7 OAK 1 114 11 RAW I CORM OI Ocoee, /, 1' (r,0NI fN f f {� I61 100AK 1447 74RNE I I24 220AK I 215 11 RAN 1 Florida / - G q b 192 10CAK 428 14PINE 1 1422 22 RNE (•j� R`} t J fi' 220 10 OAK 376 14 RNE 1 1162 23 OAK 188 11 RAN I 19 C' - 7 1225 10 OAK 1470 14MNE 11406 23 PALM ' 180 11 RAN 1 Appian Engineering {, i,' I tzs n+t»to CAMPHOR I PP Yii _C'-I i , 1+4 196 100AK 1451 14 RNE i 1236 23 RNE 123 17 a74+16+19 CAMPHOR I 2221 Leo Road 102 1004K 450 74RNE 1137 23%NE 15J 17a9 RAIN I 8WI017 10PALM 165 74+90AK 1 151q 24 MK 664 10 RNE 524 15GUM 11646 240AK 443 12CAMPHOR I Winter Park, FL 32789 d-E -i EI'- See 10%NE 672 15 NAPLE 1 1144 24 OAK 493 12CAMPHOR I 6, 6( i (_ _ -> _ /_ 643 2CAMPHOR I (407)9808868 11 Q _-4 ,- y_ 446 10%NE 571 75MAPLE 1 1113 240AK 133 2CAMPHOR I (l i ./� / P�31J (i .-{- I I40 24 OAK I 454 /�{I¢bJ�l 1` / ■-{ 655 10a%IOOAK 265 750AK NE 255 15 OAK I11400 2404K 1 142 12CAMPHOR I /�/'r� ff 1!<hp t1(/1'f' _ �rG �_ 10+70AK 413 150AK I1437 24 PALM I ) `Ti l: M�1i- j�Y i jM1 C, ♦LI1q, ( 211 12CAMPHOR I CONSULTANTS //� / I Li'11 iIF'j i 1 ! { )�{ ! / I / / 1 / { / 4-` 1,] R +}q 1 1J6) -1 , - II6 11 BAY 250 15OAK 11248 24 RNE 226 12RAN I 6S5 1 '.13 'I{•7 '11E / I / -- -_ , 1 , r_44JA �) i - �7 1/OAK 129 i6OAK 1 1607 24 RNE I 228 12 RAW I 231 1zRAw 1 -•/ // Q 1, L''14 Pi` L421 17OAK 169 160AK 1120 24 RNE 1 122 72RAw I / // G5 6 tAMT Hjn J� 138 2RAw9 �A+C--11OAK 237 16CAK 134 ?S RNE 1/ , r I' 170AK 205 75 PALM I608 2B OAK I 138 12 MW I 684 ')�7 ( _( ) (_ _ 11OAK 267 15 PALM 1170 MOAK I 77'� (78 11 OAK log 15 PALM 1266 26 OAK ( 636 72N2CAMPHOR I O (^('-1 41 11 PALM 77 15 PALM 1179 2604K 1 642 12+12CAMPHOP I P/ % 13 PINE 1 At,lPF10R '( ) '' ) ( i=- 1 ) ) -- 1 %` _ ) (_) I ) - (._ -!__) - { 1 7� = l ,- 2fi Il RNE 190 15 PALM 1261 26 OAK 125 12+12 CAMPHOR 1 t54 11 RNE 5D9 15 RNE 1186 27 OAK 452 12+12CAMPHOR I // / i / l 1 - , /- i -� f39 11+12 MAPLE 469 15 RNE 152 2744K I 650 720:f+13CAMPHOR I L)� I I // O - . _ _ _ _ _ _ _ - _ ', - - 528 12a24 CAMPHOR i F^1 /,��// E"1 ` ,„AIr I ) ( ( ) ) l != 1 ) -1 r� ( ) t )r J , ( J I / ( ) ( ) 1 J - -);(,� f58 11:148-K 530 15RNE 1174 29 OAK I 640 12+28CAMPHOR I % 1 /--I 1 /-f / I -I / (15 11+180AK 530 16FINE 1121 290AK ("�� II // / // I',i <, _ _ _ _ _ r r65 11+4 SAY 6" 15 FINE 1439 30 OAK 156 12+7 CAMPHOR I •') fjr1Be 1146OAK 623 15MNE 1116 32 OAK I 151 12a8 RAW 1 LANDSCAPE ARCHITECT f637 120AK 69 75RNE 17 34 OAK 1 243 73CAMPHOR I 6177 11 SOAK 602 15 PINE 1173 33 OAK i ( `� /"/• 6':3 s05 14CAMPHOR 1 CARL J. KELLY JR., RLA / LEGEND 12OAK 6a 75RNE 1123: 39 OAK I II' � 1r,Tyll � 519 120AK 65 15 RNE I:1 390AK I 517 14CAMPHOR I 181 PAU,1 (� 20AK 239 75RNE 1131 4+&8+SOAK 274 4CAMPHOR I 100 '!F/-'ll, 679 120AK 433 15RNE 1163 5+6180AK 277 19 CAMPHOR Oil OAK 416 15 CAMPHOR 1 II TKE3 TO BE M$ERvED , 1681 120AK 925 15 RNE I_I139 SOOAK - 100 673 120AK 2a2 15RNE 1268 8+15+170AK 482 15CAMPHOR 1 O I1 OAK 675 7204K 245 /8 PfNE 1117 7+ii DAK I 154 500 ISCAMPH OR �.Lw.� 465 120AK 53 1613AY 1431 7+20MAPLE I 639 TREES TO BE REMOVED , I 131 120AK 408 16 MAPLE 11185 7+8a140AK 1 161 15 CAMPH OR O �, f175 7204K 469 160AK 1209 7+9OAK 247 15105 15 CAMPHOR I RAN 14 PALM I fR 1120AK 1107 118 OAK 1114 SBAY I 273 16CAMPHOR I y 183 1120AK 11fi7 116 WK 1145 BRAY I REG.#: 0001764 fill 1720AK 244 116PALM 135 BRAY 1 127 16CAMPHOR I Pie H2OAK 176 I16PALM 1172 :BAY I 124 ISCAMPHOR I 1221 1720AK 175 II6PALM 11257 :GUM ( 234 17CAMPHOR I PROJECT NO. IBI06.01 (� 569 122z 112 OAK 1427 118%NE 11230 aGUM I 667 i:CAMPHOR I _ 629 O , 1g80 112 PALM 1251 118%NE 1 Il$ :MAPLE 492 /6CAMPHOR I DESIGNED BY �K O 12+12+12 CAMPHOR , 1445 112PA-M 1513 116%NE 1399 BOOK 634 /8+I8-24+36CAMPHOR I DRAWN BY CJK I ` 10 OAK 1656 112PALM 1 497 Il6%NE 1 1377 SOAK 678 24+654 GM0CAMPHOR I CHECKED BY CJK i s oA1C I 568 1658 12 PALM 1279 116 RNE i 1377 861K O CJ67 1633 172 PALM 1 68 I1:RNE ( 1390 :OAK 1 631 24+24+20 CAMPHOR I DATE 01/05/17 669 04+10 CAMPHOR 1263 1t2 PALM 151 I78RNE i 1521 SOAK 473 30 CAMPHOR I 1; < 626 , 1155 112PALM 1 176 (76 RNE 1690 :OAK 279 30CAMPHOR I . O "6 O 586 10+10+7 CAMPHOR , 4/2 112 PALM 1132 I1:RNE ' 1472 :OAK I 645 36CAMPHOR I 8 MAPLE mil )AK 622 1(4D PINE , 444 1122 A. 1627 He 486 SOAK 652 36 CAMPHOR I 05ti/02 /17 Site Chan®es 6 670 L15,IIdE 15 OAK 585 440 112PALM 1407 117PALM 167 SOAK 632 36 CAMPHOR I 570 566 456 455 1605 112PINE 1 403 117PALM 1194 SOAK 475 36CAMPHOR I 0 I O 431 p PINE O 5$ 583 0 572 CO 455, 1603 172 PWE 1 599 117RNE 1119 SOAK 1 510 36 CAMPHOR I Z I I L ) 10 OA s 430 19 h Lµ1'A' 587 b 14+1QQ1 1 f�j)(q( O I607 112 RNE 1 485 117 RNE 1 127 SOAK I 167 5+5a7+12 RAW I e+` 62 L� V K � (j 660 12%NE 1792 i17 RNE { 1135 Bd1K I 138 5+7+10CAMPHIXi I p () Q � AK 9 OAK 659 112 PINE I669 18MAPLE leoa SOAK 207 5+7-12CAMFIHOR I J 15 IvtAPLL, Fl 616 1 O4 657 i12 RNE 1474 I180AK i95 SOAK I 126 5+9+12 CAMPHOR 1 O �'' .41, �f'�LIAPLE 679 O� 563, 5621 OA�U473 12pY I I Mae n C jl e7 j l) 1: 671 43 5 Plld 0 19 PINM80 1 4 533 'LA v*OA ® �,,�7,� 153/ 172 RNE I q62 11SOAK It07 BC1K I 255 6a7+8RAN OR I 17 PINE617 OO 552 e't)7571' O 1464 112 RNE 16t8 1160AK 1423 8RNE I 746 6+7e8RAW 1 _ 15 MAPLE 428 0 OAI< - q 616 131 �II�l EALM 561�5�0 9+9 CAMPHOR 1463 172 RNE 1 47s 1eoAK tse7 BH2OAK o7 6+7+9 CAMPHOR 1 -6 O O O OAK 4581442 112 RNE I85 I180AK t164 8+12OAK 1 258 :CAMPHORC/G 576 J/ Si ): !`, I(y 11, ri �lE 679 61 1 IOROOK 5370 1507 2RNE 118 180AK I (99 SOAK487 :CAMPHOR4/}''I1:7" 596 SO 'z$ (i'AMI�HO 1494 112 RNE 1117 118OAK 1 W2 8+8+9.90AK 576 :CAMPHORC 13 k` U Fly 41p IJE (��(10 577 15 OAK �4 F6 OAR4 OAK 467 2%NE I111 78MK T430 88+9 MAPS I 213 :CAMPHOR I IIti OPINE 4-9 0 OAI( $513(�A1[<j1 �L.712 P O 136 I72+11 OAK 1668 I78PALM I f216 :BAY 115 :CAMPHOR I C.7' 1'J CA R 132 I12+15+15MAPLE 1 172 118PALM Ti Bt :BAY 120 :CAMPHOR 1 O 425 O O E07 18 OAK 15 OAKboa 011 $N.IE 10 OAK () 94 19 g� s39 1224 2+90AK 1626 11:RNE I= 9GU I 1:3 BCALN I L5 PII•.FIO 73 �goAZ 546 544 , 4 106 172+90AK 1 517 110 RNE I f233 9GUM 1 149 :RAW I 1 �`, h�'i _.4 Pit, 95� 1 O O5 546 178 1730AK 1 606 118%NE f- 9GUM I 199 BRAIN I = 78 iQN� OA3o 10+1��AP642 1`8 D 1210 1730AK 1658 118%NE I f227 9GUM 1 747 BRAIN i ��`�%'E _ 3 0 aK 11- B OAK 0 547� 2 1229 113 OAK 1 676 Ile RNE I I6:2 90AK 1 103 BRAIN i Q - - - - 20 OAK 22 113CAK 1662 118%NE 1 r522 SOAK 143 :RAW 1 N - _ y 03 � 12S j73 OAK 1661 118 PINE I f498 SOAK 1 697 $TALLOW 1 m l a ■ ■ 1 L ,q1 l '_ A,< Tom— , 608 332 540 6 PNE , 1173 +130AK 1 603 118%NE f686 :OAK 651 B+lON2CAMPHOR 1 1 irk �J I�4, i 3,6 3 5 0 611 O 331 �7��325 31 1 14M 113PALM 1 419 11a RNE (1685 9MK I �27g 8+11 1CAMPHOR I OFT ,1lY 40, NOftF1 _ �� u'\\ al O 190F{� !330 `t�,y (� Ifi21 113 PALM I70 i76RNE f6:S gWK 152 8N1+i1 RAIN I�' -� I� OF'{W-Eh;1) 14 PAI�NA -77T� fF'JI(i][f64- 1242 113 PALM I40 16 RNE IHg78 SOAK I IS B+B CAMPHOR 1 :11 � •;0B `- //"'713YIIF'N 23 OAK -C`7 P NE 1 SCALE: P.40'-0' Tv'i' YV7 d114; ._4 IIHI\ I p 610 334 333 %�Me 14/7 13 PALM 1441 118 RNE (f208 SOAK I 171 8+6+6RAW 1 8 v 15372 ,73 RNE 149D I18PINE 1 189 SOAK I 158 8+8+$CAMPHOR 1 ..•3"i� 1v' Qj` 1..{`1i ®� 1, �3iilyt�il-I'tJHt 344 343 V 1O� �q��E O 1624 113PINE 1 477 118 RNE { f79 SOAK I Sol :CAMPHOR I WM�'E I ?;moo , 23 P 17 rt O — - 345 ® 342 339 FINE O 12 PINE 30- i2w4 iia RNE i 461 118R770AK rasa SOAK his :CAMPHOR i 3 CALi71 9 UAI< 8 OAK357 10PIUECAMPHOR 329 18 PINE308 3 I t39z saAK I �i/ :CAMPHOR i p 1 I( 376 9 O 1248 3%NE I52 19MAPLE f213 SOAK 22 :CAMPHOR0 PALMD 353 13 CM 18 OAK 0 o �� fw 9RNE z12 :CAMPHOR I TREE MITIGATION 373 4 OA .5 /ffi �'3 liv f49 90 OAK 204 :RAIN 1 401 15 PALi, 1439449 356 16 ®AK 336 314 1 7� U 0 379 3$ ® �p O 341 305 e WAIVER TABLE f97 9+7BAY 218 9RAIN I PLAN 6+8 OAK397 391 3540 a�[7�INE O 0 O I// w1 SIB BAY i72 BRAIN 1 394 O `j 'V47 12 PltM 31�®IN�1 '�44 Y Cade Beioctlon Oode Requirements Proposed Standards J-011-11- ie 9+220AK I 203 BRAIN ' H 410 O ® 393 O 16 PINE 3720 121 I Wf� 368 O 34028 OAK P%?W'99 678 ��yy111 012 OAK 19 PIN 395 11¢ gg t �'IN 1 _MK 365 3670 352 3481 Pith 10%AK L."D-10Pmem Treempiace trelo Poposed rc¢s L78 Due m the rype al 148 27 PINE 189 9RAIN DR4WY4G MDABER p1G4 EO FINE O E381 383 384 O7�AK-- ceae.Arwaevl.s-to 1.1:4 devebpmenlxfiich H7 1scuK zoo :Raw I 396 24 OAK 388 y4y 0601VE 0 7-82 Op 369 �� A�- 3 __ _ 339 338 337 311 3 Lalascapme.seenen regmre:alar9e w 23 PINE 26i 9RAW 10R 17I /'/� 18 PINE 1 /' Ti�L l V y _ :A bore wkMns outloars om9¢ cpac¢ 1434 813AY 270 9+ I RAIN L S - 0 2 t9 6 OAK 4 y 351 3O brren al equpmenta lal :eav no B+1I CAMPHOR 1n ,(,At 1P,k10 -�^ 8 OAK y 19 m>AOQjItQKOAK �notpn..lbl¢mmeel 1Bz :BAY 467 9+18CAMPHOR a O,O 1 I<-} (..J )/1 /`1 / r� / T�T , q 42 8+48AY 435 24 CAMPHOR O I 3 2 11f (J <J llllll r m¢ i:4 rePtac¢msnt I I n U , , re Wremenlon s4e IT.i 340Trees -- I 235 9+8 CAMPHOR SiEEi'OG Ow TOTAL 124TREE9 G 4 PRU CAR PIIJ ELL PRU CAR PRU CAR PIN ELL PINE PRU CAR ruJ tLL mxF L,cv - - - O,O (2) 30 al (2) 30 gal (2) 30 gal (2) 30 gal (2) 30 gal (2) 3 gal (2) 5 gal (Z) 30 ¢al (2) 30 gal 6(') 30 gal (255) 3 gal - _-_ - _ _ .. .. - — e _ - �r.:�G PIN ELL 4• PRU CAR /., QUE VIR ._....._..._ _ , ., J - - - 1 + r gal ' ga 2 3 - -_ - _ _ -y J-rj�T al Y 36 CAMPI- - UQ SN PIPJ ELL All - - �� PlA- � CC UQ 5N PRU CAR ' PI J-E � P � PIN ELL U 5N C (( 2)65, gal (2)30 1 (2)30 gal„ (..)6 Sal (I)65 gal -(2)65 al (2),30 I PRlI CA (2)S5 galL- 11I,fi■L��)idiLf).�5)gal (2)G5 gal (2)3P9a1, (2)30 gal (2)G5,ga1 (2)3U„gzI i22)PALM , ., —1 .PINE '(2)30 gal° - + P C R PLA OC( () PRU CAR PLA OCC PRU CAR I J 1 , • - o : , L2) 9ah , (2) G5 gal JAIL' (2) 30 gal (Z) 65 gal , VIB 060 I l f:_. _._.I ?+-12 CAMPHOR 16 QUEVIR (2)3o al -),_�,r'-r, __,(_I� 208, .� 1 66 r'`r' g 1�0 (94)3,gal MAG GRA j: =1 F' , - + `5 " ( 9 BA) I Landscape °a cos' '� , O 9a r1,gqq'r p - 1, � 11 l Art4 PF{OR ' (I)65 gal ' -CO- " 1 UJ +9 OdLi ''l5' .,jq•20'3AI<2 CA11F'HOR, 138, ICAf1FHQR, U 8 CAiiPHOR QUEVIR. i" f ° yi 5z6RA 1- ; ° '- o' . of o g I Designs LLC gp 01F'-VAN: • O Q 09 217 10, 7 y L )G5 al r[ RAIiJJ �riA4lUR��Ka' 0181 OAI: 135 13611,RAIN ((�2J 08 }P, OAI;' O. MAG ■ Landsca Architecture 13_rGAT52L0 Sl IC L, 00 9 2�'� 7+9 ONi 00 O 8IuU bAl<0 �- 10 CAMPHOR 1 (�,IL• 5 H C EE O VlllI+10 CAMPHOR , g1 1 Q.,: • 100 , 14 CAI: 9 C� A I - ° I ■ Site Planning `1 .y_(`520� w(,P} �� 1 1 �/a},�IIp F,IOR , ., _ 9'RAIt'1, 1� _�i+�Z�(J'C1A PUC�R , • .,, , QUEVIR y I I 11 J_ 5 9 3 2�2 OASN,3 8- A, Ili - 7 _I =1 10n �AI O, 205 ,. 186 3411� 7 PWf} MAGGRA O' OA{< )Gs gal 4465 Gabriella Lane )2 )All (I)65ga1 )10 I -41,' OA$, roD 9 OAI< G' 15°PALPP 20 OAK CIA VA3, N 5 21 V rJA I<() PH: (407) 484-3414Winter Park, FL 792 ,77,O,AI< (6i) 1 gal (1-f\ , • , L (� 518 13 40 136 aHA A B .9 1 O6, A tAJ P 11 FSc (407) 671.1604 =8 OAII\\' C7514 O O, (z7) al O -�-- 5 3 cP3 P,HOR ` i) (5 0 18 onr. I 'I I .I I, I(��' I I' I f, 114I' I ; I 31• �, WIG so OAK cA�A s PAL : QuevlR'' MAGGRA. 0-n o a rOAI< 9II (1)65ga1 l� I<; 51 4',OA): OAI<• 0_ (fg)Fgq!OA1; iu- )65ga1 `.,A 16, PIr R I I I. I'. 10 16, Icn1,,Plllod o11 ,�F61 cr IM' bit', 1 517,C-Q, q( U jCr 1 HOR I 13 AI�P�ORI O' F 8+3 OAIi—'O (Q)6s91 \ PRO CrP1�04t�A .`t',)J fd 1PHOF 1 AfXPHU I I':.I' I,, I. ,I I IEI2 L t' 's' L_s e 5 RAID 47 -( A\"'IIHi IH fH cMAG 1 II '- �mm+ _'` (1)G5 \ SUNBELT 5Q51,4 �L,�rdF� 1,II PIi'IE 4T4 1' 1 I ,I I 1 `I'2CL i11:1�51. I I ,1 a,� OII I43 145 97 O )T3TAlIJ (1)65ga1, > ■ '` ` 1'o- �7 PINE I- I ') {Il d� PAII✓r) O ) DIA VA3 MAG GRA �: T'( 7= ` 01 81 3} I 0 {; 142 I B,. f �-Io4 , 61 ga (I)65gal f1�JE Ba�;G11 ' i •I,' I I,: I I I ,� { l' h 1 7 '�' } �1� Jz�J OI \ RENTALS 3G CAMPHOR 9 1� O RHAA B \ \ - I$` 4)41 CI 1 17L;= rl) 1 I '4 ''r. °0'� 10. (22)3 gaL , t 467,. ` rj �',(U,ta(: �C� DIAv GALGA r r \ City of Ocoee, _ ' I 'I I , 1• 1 , 1 91 RI 171T -�-1146 _9r (46) I gal--t .1 , ., (15)3 gal• \ O , a� ' uEwR v34 Florida 487 9+18 CAM IK 16 5 Ild �PII< ✓_ , -7 ` 9a \ 1AQRES 13'] ,JAP`., ?+r+ rt OR RAYj h LJ LJ LJ LJ DI a, PI IF� J 0 j 4r,4 rt,I' I 1 I .;� 1' I i I1 Q�kIGA G' —MAG 43_-, C�t`dPHOR Appian Engineering P d7uAlC o 1, 1,68 7`1 PAun > d 51 �u Ai1q :�`: \ �\ APJ1P 1R o'q8 e K 4 9 ��''. Ll �A'a _�yiF� - - 486� �r 1� I I . I ( I I �" I(J I. ,u ' I ,I I' -43 "I0 RAUd (3 I - 3- I °� (1)65 9a \ 2221 Lae Road TV i}'{%�' )' ' fj+°%AK 12 r't iE OAIC O , O n ' PLU R\' C� \i QUE VIR ° . , , • . p O MAG GRA QUE VIR , r.)d 'P 43 '; State 17 P13i 1if_ RW? `460 AI)Al< PINE 5+,6Q � g17.C11',' AID I'7015 U14 ir'C I`C+1('R• (4)3 a7� (1)65ga1; _+15+15 MA'L 65gat 20 E 0 =•-.��,.-�-(._)�-48{J El , T 1i.�Ax C; jCl �f'4+'16+i1'.AMPHCIR , RNg \ MAG GRA '� ,56 57 l 37 O q 1)659a \\ \ Winter Pink, Fl. 92760 008 462,Q8 OAK 64. i U 87 y5)3 a (1)G5 gal 0 0 53 r.y f P tEr �PI,� AALB 2 \ \ (407) 060-6888 / _I , Y�_I 1 IIrr1E' I51 IS OiLI: 26 OAK '+ r+ Q, \ 5'- O3gal OD \_ 6�-P��IE�; ,`+84 E 47014 PINE' Q , .O - O 6 �71I f_uh]<.BAI' - I J 1 ` \ -`'-4,50 r iPHOR 472 U 2C 171 , -) � 10 OA 7n 69 .' 6 '��' 1 TJ- p,} .. ..,, ,' v MAG GRA E ' \ r'•. < I 5 d%E O' q 2$ k4PPt€E --�- "-- -• �'Fp ,10 ,MAPL,I�II'iL�APLEI �a (q 65 gal 3 \ t t/ CONSULTANTS 4/!9 %O O U' • 122 -38' 10 A 1 k'.- ,0 6t' fs.H�tl'CJ l+14 OAI< , I _ \ O \ \ i'l�` P C1,O q ,p PINE- 8 OAI, 8 A AL�ti 8 BA'i QU R 71 If iIE 3G11 Sf 1 39a+ - QUE.VIR. NE 10' CIAA�'F�✓=Ji�.• 159 _8+6+6RAIP1 '0 0 I 7'. 52�7t't�l-JL.J,`Pt.L6i:@", a a� 1 AR( Et'--�_VBOB0 r (3) 10 O " U RI 431 \ \ \ I_ _X /37ij 6,55 12 RAlfd I ' (Z$i$ gal O,Qt)E IR QU VIR ` O 3'10 C M H I 8 �iid i1 J o i 50, t�. q R VIBOBO'3 P Pl �`,OAI (2)65 ja1 �2) gal 1,_+11 Cif _I _9'G 3) el. 6 7 �'A t { 1_jA n QUEVIR 30 'CAMPHOR 15�3 8+8+c�A)PHOR -3 'J !!zz�� 33 al I-AYQUE VIR - - - - r„- - qqq I + 14 2; A}i',JH fV'__ �O' ,(I)65 gal, - ' QUEVIR QUEVIR. ,�: to i�HY�Gg 'r.} (I)65 gal 0.Q 04 �II I '� 2t'1 311-1 130 10 9 � y0 r 54(8) G5 9a1 15) GB TI - 8 81. M t' J 7 43 41 ;„ °.. � n pit �.'+I �\ 1 gAY Or (_,_='i 1' _ P R;lE - r, r l 'I r 4 156 I( J } �1 OAK LU MA�Lf6 MAPL I��-J"ri �;Ja �7,, .pI` .O /: `LJ'4' _ '4t i• D B�'�5`°d'r PINE �5+3 M soD ,�,� MtnO' \ .;Y! (� :1 °.fd.l``3, q.,f'HCI: °..y '.•'' vrre ,P .n�-da,l `41`�,� 30 WM-U�'ri'ao-=--vrht or r3 n. _ 75Ui nx U;. 62 / + wsl 09 (P 6�1y� 6Fr '(3z7)3�aI P�5 al. \ -'( ��r.; 12'GAIti' L LAC�CC '._ t, .` Ji'�CpINF PLAOC _ _ - 8 �- 9a:.Fi-- .1',\ 1. '(1)65' fl.f-(2)65ga1 . . �2 (1 1�RGSTY 9 -=v-_tZ N„7 Jt`l't'iIV (19).K5gal. _ -_ __ —_ _ _ _ 437 O'8.0 ?Ja , -_ . 65 -1 .q-_ -- — — — — — AR Y - - (2Q W t LANDSCAPE ARCHITECT 4� 711 - t 10, I �iU CIAI., 31 (2)65 2)65 da' -_ . ) - � "- N _ . _ _ — — �-1- r _--_ _ -_-_ _ -_- _-._- C L J. KELL JR., RLA _ _ U � SOD OD = SOD 24 PA+_,1 {� PLANT SCHEDULE LANDSCAPE NOTES: DECIDUOUS TREES QN BOTANICAL NAME COMMON NAME CONT CAL SIZE REMARKS I . ALL PLANT MATERIAL SHALL BE FLORIDA GRADE 110. I OR BETtER AS SPECIFIED IN "GRADES ACE AI/T 17 Arxr mbrum 'Autumn Flame' 'Autumn Flame' Maple 'C gagal 3'Ca) I10'-12' UQ STY 26 Ugmdambar styraa0ua Sweet Gum 65 gal 3'Cal 12' HT. 4' C,T., 5- C.5. AND STANDARDS FOR NURSERY PLANTS•, KARTS I AND 2, BY DIVISIOt! OF PLANT INDUSTRY, PIA OCC 30 Plata——dentahs Sycamore 65 gal 3°Cal 12' HT. FLORIDA', DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES, AND 5HALL CONFORM TAX DIS 39 Taxodmm &Mxhum Bald Cypress 65 gal 3'Cal 12' MT. TO CURRENT AMERICAN A55OCIATION OF I1UR5EKt•ME15TAtIDARD5 FOR IlUR5ERY STOCK', LATEST EDITION REG.#: 0001764 E i EVERGREEN TREES QN BOTANICAL NAME COMMON NAME CONT CAL SIZE REMARKS 4• FIN ELL 26 Pmus elhoth, Densa' Slash Fire 30ga1 2'Cal 8-1-10'H 2. IT IS THE RESPOtlSIBILITY OF THE WlD5CAPE CONTRACTOR OR OMlERS REPRESEJTATIVE, PROJECT NO, IB106.01 CUP VIR FIN PA2 51 Pmus palustr a Larlgteaf Pme 65 gal 3"Cal 12' HT. G'-8' 5pd. NOT THE LNID5CAPE ARCHITECT, FOR THE NURSERY 5ELEL71011 OF FLANT MATER)AL NJD P`C-1 (2) 65 gal I PRU CAR 30 Prunus earoLmana Carolina Laurel Cherry 30 gal 2°Cal 5,-10, H TO ENSURE THE HEALTH AND SAFM OF ALL PLANTS SELECTED. ED BY WK QUE VIR 38 Quercus mrgimana Southern We Oak 65 gal 3"Cal 12' HT. DRAWN BY CJK � 3. COtJiRACTORIS RE5POIJ5181E FOP. COMPLIANCE V✓ITH ALLAPPUGABIE BUIIDIIJG CODES, FLOWERING TREES CITY BOTANICAL NAME COMMON NAME CONT CAL SIZE REMARKS ORDINANCES MID LOCAL RECUI.ATIOTIS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CHECKED Y CJK MAG GRA )a Magnolia granddlora Southern Magnolia 65 gzgal 3 Cal 12' HT. V) OBTAINING ALL IIECESSARY PERAI(iB TO PERFORh1 THE WORK DATE 01/05/17 SHRUBS CITY BOTANICAL NAME COMMON NAME SIZE FIELD2 NELD3 REMARKS 4. THE LM D5CAPE CONTRACTORS RESPONSIBLE FOR INSPECTION OF EX15TIlIG CONDITIONS � FOR; FEl SEL 13G Feijoa eello.,iana Pmeapple Guava 3 gal 30' ht.x 24'-30' spd., 36° O.C. C-� GAL GLA 39 Galpmmla glauea ThryalS 3 gal 24'-30' ht. x 24'-30' spd„ 36° AND PROMPTLY REPORTING All OI5CREPAUCIE5 AND IMPROPER COIJDMONS (tETNE55, 05/02/17 Site Chonaes '�• , PtA OCC"" L� O.C. MUCK, DEBRIS, ETC) TO LAAD5CAPE ARCHITECT PRIOR TO BIDDING. CONTRACTOR IS MYR CE4 378 Mynca ceriera V/az Myrtle 3 gal 30' ht.x 24°-30° spd., 36' O.C. RESPa751BLE FOP. SOIL ANALYSIS PRIOR TO fNSTAtLATION OF PLAtfNI1G5, lUID IS p 9 U-i Lv PLU ROY 8 Plumbago aur.lata 'Royal Cape' TM Cape Plumbago 3 gal 24'-30' ht. x 24"-30' spd., 30- RESPONSIBLE FOR ALL SOIL A64ElDME1T5 TO CONFORM TO SPECIFICATIONS. (\) O.C. ,5e RHA ALB 59 Rhaphidepls n4- 'Alba• White n ltan Haxithorn 3 gal I V-24" ht.x 18"-24" spd- 24" O.G. 5. ALL TREES 0115111 SHOULD BE INSPECTED ANNUALLY AND AFTER ALL STORM EVENTS TO Cl VIB OBO 604 Viburnum obwatum Walter's V,bumum 3 gal 24' lit. x 24°-30' spd.,30" O.0 ENSURE THE HEALTH AND SAFETY OF ALL TREES. m I (OAK 385 I C. THE WID5CAPE CONTRACTOR SHALL ACQUAINT HIMSELF WITH ALL CIVIL DRAMNG A5 THEY GROUND COVERS QN BOTANICAL NAME COMMON NAME CONT FlEID2 FIELD3 REMARKS 387 8+10+17+2 MPHOR DIA VA3 216 D,anelW revoluta ' Vanegated' Vanegated Flax bly 1 gal 2"-15' ht., 5-6 ppp, 24- O.C. RELATE TO PAVING SITE GRADING. AND ALL UMMES, ONCLUDING WATER SEWER AND @ , ELECTRICAL SUPPLY) TO PRECLUDE ANY Ml5UHDER5TAIIDIfIG AND ENSURE TROUBLE FREE N �19 fi1� CAMPHO�{f, �-� SOD t MISCELLANEOUS ITEMS INSTALLATION. THE EXACT LOCATIOII OF ALL EXISTING STRUCNRE5, UIJDERGROUND UTILMES, MULCH Mm, Fine Bark Nuggets EXISTING UNDERGROUND 5PR IJKLER5 AND PIPE MAY NOT BE INDICATED Oil DRAWNG5, SOD Paspalum notatum-Bah,a Sod y .MNHOF3 I THE CONTRACTOR SHALL COtlDUCT HIS WORK IN A MfUlt1ER TO PREVEIJT INTERRUPTION OR �SpL , DAMAGE TO EXISTING 5Y5TEh15 VMICH MUST REMMIJ OPERATIONAL THE CONTRACTOR SHALL U ?O PROTECT UTILITY 5ERMCE5 MACH MUST REMAIN OPERATIONAL ACID SHALL BE RESPOtI51BIE 4 FOR THERE REPLACEMENT IF DAMAGED BY HIM. DRAWING � S 1 460 +<L•I + + + �+LL 5H�R U�S/�UROUN COVER 7. AU. PLAIJTll1G BED5 SHALL RECEIVE A 3° LATER()' OVER ROOTBALL) OF MINNIE PINE BARK 28 OAK QUE v9a I o §� P A� uJsrR�(�C 151 ACING. NUGGET PAULCN. m (2) 65 I + + + + - + 8. IN THE EVENT OF A COtlFI1C( BETWEEN QUANTITIES OPI THE PLAtIT UST AND THE PLAIlS, P NE ; Q 310 + THE PLAN SHALL TAKE PRECEDENT WPINE IV MIN. SETBACK FOR SHRUBS no• ° ° NYLCN STRAPPM KIT WITH OFiNorth - NOTE: > o�—s'x4'xe"$TAKES BURIED SCALE: 1'.40'-0• P�p$ PINE I \ 12' MIN. SETBACK FOR GROUNDCOVERS CONTRACTOR SHALL MULCH, 3• MIN., 1° �x Y �° ' o� DRgYBtCi7TILE I"OVER of ,4, 3' BELGv! $N.wfACE LLV c 0 aI�R W. PLASTIC FLAG ASSURE PERCOLATION ,t , e, o? b„$� O i P NE _ O.G. SPACING BERg EDGE OF PAVEMENT/ ROp7ggLl7yp, `g„ 90 ° g� O 2) STY r - I D IJ�JE OF ALL PLANTING PITS e7�z�""`' r ° e ABOVE (iALPLASTIC FLAG (2)65 jai 1 r - PRIOR TO INSTALLATION ,t oz )• ABO' ABOvS. TOIJRPCKLE IN. SETBACK NOTE: MA -CPI, OO TIS l' T a;;, 4'-m° AeovE GR[um, irP. na N _ ■ I I SOIL BERM TO HOLD ROOTBALL Tin. ' NYLON STRAPPING KIT W TN FLAN 0, THE PERIMETER OF ALL CURVED PLANTING WATER G" MIN r (STRAP LOCATION) MLLCH• 6' MIN. P OVER LANDSCAPE SITE BEDS SHALL BE PLAtJTED VlITH A ROW OF BOIL R 6- TO HOLD .. w fiJACsE W RE• C,l1Y 10 ROOTBALL il'P. (D 9 293 + SHRUBS AS SHONRJ IN THE PLANS AND WATER $' 7YP. TreBr TRLL-K AT CENTER FBJIBVffD C,RADE PLAN I3 NNE 15 I I di AT THE SPACING 5HOt" TJ IN THE PLANT Y.C° r:, r THREE T'%4°XB' STAKES BOIL BEPo1 TO HOLD 1\ / PFEPAFE FLANTM DRAWNQ NUMBER i 95 292 ,k0 PINE \ U5T. INTERIOR PORTIONS OF EACH BED AS �GIFIEEV, SOIL WATER 6° TTP. O p 29 287286 283 OI 280 I + + + + SHALL BE PLANTED AT APPROPRIATE NOTE. $HALL NOTE: 1a �LMQ �99 29�'yU _ SPACING ACCORDING TO THIS PLANT 6° AB6UFffi PERCOLATION �' BOIL AS SPECIFIED CONTRACTOR $HALL .\ CLEAN COURSE A$$LIFE PERCOLATION ��' •. :,:,'r /\,\/ 97 2 0 K SPACING DETAIL. % OF ALL RAMa6 PITS �u GLEAN CWRbE /''� `\\ PREPARE PLANTING PRIOR To 1N6TALLATICH BUILDER$ $AND OF ALL PLANTIN3 PIT$ L S O V A �)( \ \,•:.``;.i SOIL AS SPECIFIED PRIOR TO INSTALLATION EUILDERB$AND o v I -- -,1 1 PLANT SPACING DETAIL SHRUB DETAIL � MULTI TRUNK TREE DETAIL LARGE TREE DETAIL � !3(I D L t Zlt n n T,q.aT 5-ts: 6cale, ITS. SAT N.T.S.S. L. 03 QF O ' , 2iiiTT�-rTTT�rIN 9calei N.T,S. Ls61 Bctk, t1TS. L I/Lum'1:F 4 U QUE VIR PIA OCC PRU CAR UQ 5TY IN ELL 02 rQl PLANT SCHEDULE aI sS 650 279 (2)65 gal (34`(2)65 gal (2)30 gal 647 2)65 gat (2)3 ai - _-_�l_�1."TREES QTY BOTANICAL NAME COMMON NAME CONT CAL SIZE REMAPJS � 12+13+13 CAA7, Yd 1, 'I R ACE AUT 17 Acer rubrum'Autumn Flame' 'Autumn Fiame'Maple 65 jai 3'Cal 10'-12' r #Ji-, i-r- i= f T •T= r= [L.iTM`'R r - F UQ STY 26 U u dambar s aaflua Sweet Gum 65 I 3'CaI 12' HT. 4' C.T., 5' G.5. ? 10+Y CAMPHOR 27 MAPLE VIR (f� �'-'(4g Ogj TUQStt °•SPkTI Fl(';"PIN El _ h' iYC : � r4/A H�(]`ELL _''((t Fl rii,�Jl•])(' PAOCC 30 Platanus occidentahs Sycamoe 65gal 3'Cal 12'NT. I - (I)65 gal l'. I (/4Q)3 iJal Us!--{('SGSyai (2)39ga1 (�)3Q 9�II,�i=11(gi�`4'193)AP jIJPi/30-gals (2)30 qaI---"{2)- AR �r ] t■r�f'/l- TAX DIS 39 Taxod-dmhd,um Bald Cypress 65 gaI 3'Cal 12'HT. 276 11dd CAMPH2F/' "vv /- I -1 - f r Y TAX DIS 27 OAII' TAX DIS 3 p" !PA2 ( -7 _)_ ( EVERGREEN TREE5 QTY BOTANICAL NAME COMMON NAME GOUT CAL 51ZE REMARKS 5 a 2 1 G i 3>-- FUA GCC r l )_ � - �9 -- - rj4 Pltl ELL 20 firws eilioth 'Densa' Slash P,ne 30 gal 2'Cal 8' 10' H Landscape 9 RAlhl n / I' � q \)LC�A(w1PHf)R r- 1 % 61F t QR ' % I I + - I / (1)6519 + { PIN PA2 51 Pmus paZtns vngleaf Rne 65 gal 3'Cal 2' HT, 6'-8' Spd. p 27l (�.�(,/Zr PH ,Rj -CUi•A PPU CAR 30 P.-cardmana Cardma laurel Cherry 30gal 2°Cal 8' 1O' H PIN PA2 15 OAK ,��t II9 I A(,jJ,-) TI Al F'HUR- - - ',23b , �1 QUE VIP. 38 Querwsv 3w,- Southern live Oak G5gal 3"Cal 12' HT. (3)65 gal - - - �� :I f�-----!'YI �OM 4 �J i, -,+ l_) l + r- 1 -� l�-1 i i i 1 r I- / f'r3-�j Tac Designs,LLC 9 _ k�l)F)k)II(,(Y"AP1P�IJ�I� �� -( ') I / ,( ) ( , --,( ) ( ;( ) ( � `- ,, -)� \ ( tJ - ) (( L FL04JEPJNG TREES OT' BOTANICAL NAME COMMONNAME CONT CAL 51ZE REMARKS BLI - MAG GRA 10 Ma relo e,and,flora Southern Magnolu 65 gagal 3'Cal 12' HT. ■ Landscape Architecture ACE ALIT / I Ol / 1 / 49 / F 3 / 1 / = I I 1 = ` / „__ r r_ _ `. ■ Slte Planing (I )65 gal _ C`\ I -, (1,4_ OA( �j l) ( ) J)- 5HRU25 QN BOTANICAL NAME COMMON NAME SIZE FlELD2 FlELD3 REMARKS 9 j0) p��6 r' FEI SEL 136 Pepoa seliwnana P,neappie Guava 3 gal 30" ht.x 24"-30' spd., 36" O.C. PIN PA2 ` _ r{'Pj Pf-)QR GALGIA 39 Galphimia ghats Thryiha 3 gal 24"-30" ht. x 24'-3O' spd., 39' 4465 Gabriella lane (2)65 gal ., f i I5+ 7 OAK - r'1 5(.9AI�( )�, (_ �/ ( r ( 1 -,'. 7 -(_ ) '( ) + i' r (.i= ( ) (-_i' r� ( i-- MYR CE4 378 Mynca cervfera Wax Myrtle 3 gal 300° htx 24°-30° spd., 36° O.C. Winter Park, FL 32792 ALA J! 1 � 7 241 r l O A tl -= I r_ PH: (407) 484 3414 / / [` 1,([� „ " _ _ +l _ K PW ROY 8 Pfumbago aunwlata 'Royal Cape' TM Cape Plumbago 3 gal 24"-30" ht. x 24'-30" spd., 30' z 7) �., f` rv1C� G 2- ?9 3 r 'Y O.G. � (�671-1604 - C> ( + O (h f�WE-�t' '- - �_ 5 7 ` - - r - R11A ALB 59 Rhaphwlcp+s mdi(a 'Alba' White Indian Hawthorn 3 gal 18°-24" ht.. 18°-24'spd., 24. O.C. 680 _ _C VIB ODD C04 V,b- m obovatum Walter's V, I.— 3 gal 24" ht. x 24'-30'spd.,30" O.0 ,lrr; Ig G + }'INPA2 - -- - -- Y r - GROUND COVERS OTY BOTANICAL NAME COMMON NAME CONT FIELD2 FlEID3 RF1v1ARK5 I != 1 r - ( I 1 I r ( J 9 e9 b' 9a ppp, 24' O.C. '�� 5 gal - (2) G5 gal 1 �' PI1VE, _ r r _ ,� ' �) DIA VA3 216 D,anella revduta 'Vane sled' Van sled Flax U I I 12"-15' ht., 5-6 i,l - - _ SOD< MISCELLANEOUS REMS 509 I 15 MULCH MULCH Min Pre Bark Nuggets SUNBELT E�_ 7� 1 I )E� ( SOD Paspatum notatum-Bah,a Sod RENTALS /fly// gal rArf-�,1, City of Ocoee, PuJPA2-i >s,j ) 1 b, Florida (2�6t�'r .i l DNT ,//•, / I / I I` -I / + /-1 ! I - I' f r_I o I � f�IIV`s� f� ,A( ('7 AUT -(/�}T '�J�`+ 61 Appian Engineering TAX IS ( )5}1 : P 'l9 �' h 'i _7� 2221 Lee Road �P' /, suite t7 Wkder Park, FL 32789 ` 68 / {, 16t L Fr-!E� No7) 990-6869 c S ` I - € -I r I - I l _I r r_ ( rON4:0Mp L ( I / � r ! CONSULTANTS 454 J ("3 �'4� �%�lE - r - gal 7 - 2 685 I,;,i (-{_ -WE +II r 443 !�_, gal O g t i tL�+,}��A Ih' NciF r 9 OAI Or < - ga� G84 C 18 i AMPHnR- j ` , 1" 1 ( , ( , !) i ) O' '1) , Y r ( )' �I O) 13 PINE - - - - r ■ummummmm.mmm, TAX DIS LANDSCAPE ARCHITECT / �((' (I)65 al ;I I, -,I -,� r„_ g CARL J. KELLY JR., RLA :) 5 gal c ',F ,, ACE AUT r _ -_ _----- _-_- _-.�_ 18 P A(_21165 gal � r I r ` gal r j , r TA r IV 89"0 /' 43 E UN (2) PIN PA2 1 r n C-'-` 410 JT (2) 65 gal r Pal 0. �ti7 1 O gal CP9 r 678 r 12 O TAXD15 �; 677 O I4 PALM ^� (3)65 gal O 18 PINE _ REG�J: 0001764 r OtiO PROJECT NO. IBI06.01 g1�23, PIN PA2 r r DESIGNED BY CJK I I � (2) 65 gal r 569 r ■ DRANTJ BY CJK ' O 629 O 12+12+12 CAMPHOR j +-_ � CHECKED CJK s y''c dip OAl< ACE AUT 10 OAK 568 r DATE 01/05/17 (1)G5 gal O 567 r C] gaI 569(: 628 010+10 CAMPHOR ®° ' O 9' F O 586 10+10+7 CAMPHOR r (V �0 05/02/17 Site Changes �3 S MAPLE PrJ )w' 622 1® PINE t Cx) 670 (3) =r - )ME 15 OAK 585 ' 2 z 6 PINE O 583 0 566 456 455 r `� r 691 J = gaI 10 OAf< 31430 Ig pqL 1 587 01658 O 14+1� 572 1251m 0 45.' r 8 TALLOW I20 19 0 15 MAPLE ' F LJI 618 t2 Pmt t� AK 04 9 OAK r h,.+'MAPLE T 619 O N� 563 56215 OAK U73 12 r 9 _ y � ^, j;,, 1: 671 O 432 (2� � II'+ 0 19 PINE580 O 1 � 9 4® 0 3 r -\ ( m 17 PINE617 0 Y 552 (31(�t4 r S MAPLE 4'8 10 OAK PIN' O 0616 131�ItlILALM561GD 5P0 9+9 CAMPHOR E gaI O 5) (r 5 7 {� P Og{p 576 12 OAK 458 r O , 14 PIt'IE E 1.;: t'�'h {,' lE 596 619"1 HT2'G MOR O 1 'g K 5370 Cb t U fr ( 4 QJE 06 57O15 OAlC5�0A J�j4 It OAl�4 OAK CAMPHOI Ul c1 A�� 93 �1 O r C > A2 PiEPIHE 429 Q1A f1 2CA R r Ugal O 425 O O 07 19 18 OAK 15 OAK al O I G t{qE 10 CAI 94 gQ� g 539 r 46 �l IDPAWNEI SCALE 9 - TAY..! PIP 11�jS Qq�Q 0 546 544548 PN't 10 3 s ( 958 18 KIIJ� O JO 10+12 �WP642 OJ1 D \ j ' O 547� 28 n n SL ( 118 OAK I j I rr I m 20 OAK }'� 'Z ■W,e 'rl. 412 - „ a I( _ •,.• `+,,'MAriv \� � 608 332 54 O�j PNE � OFT 20 40 North �r� � nj ,,^, - /� 3 5 O 611 O 331 3 3251 SCALE: 1".40'•0° Al In al''G _/1'O cAI, O I 19 OP(� 330 o IS 10 40 AP(, 2v VHI. 3Y I11(�{p�® 6,10 23 OAK 334 10 33� 96G71MP P NE r F IxtawwGTITLE Q gaI .zit-5 (, (t. >= n 1''�C'' II �.5� r " 8i�'�1'' 3 4�4i(i jH 344 343 8 1�?p h1'M�E O r IIIO P ,1.1mF. O — -] 8 OAK ® 342 33PH R O PI PINE 3 PLAN LANDSCAPE PLANTING r oN, , Alt 9 OAIi 378 9 357 0 345 1 KDP118ECAMPHOR 329 18 PINE308 030(J TAX Dls ACE Aur O PALS 353 13 18 OAK TAX DI5c�{, 401 tACIALT 73 4 OA 336 314 OI j rPM IN DETAILS U r (2) 65 -lJ (2) 65 gal (2) 65 gal (1) 65 gal 15 PALM 143$}jJ 356 16 ®AK 379 36: Z 3540® INEO 341 O O 305 �195 O r 6+8 OAV397 394 391 O I �347 12 PIN$ 3i9(FINT1a 14 r E DRAW94G NUMBER QH� r 410 393 16 PINE 3720 1�1 f{74f19 0 34028 OAK q Pxw �99 . 0 678 rl j O 12 OAK O 19 PINE 39 ®11 'EJv 0 t �'IN 383 19) OAK 365 3670 368 352 3481 Plt� 10 qAK 97' T p EJvINE O E381 384 369 0 -27 BAK — . A N r 396 24 OAK 388 1-A pI "E O 3., CO pp�� 3,� It IE 3 339 3_38 337 311_ _ 3 L S O '1 0 18 PINE r ---- -_^- - h8 �97F� OAi<t9IDi�(6 OAK 4 lEHOK - 35�OAK - - —O 19itDAf�It6KOAK 3(1 r �Kn:n n°If},iA; joRR r,t/ r - SHM04 of 04 U � � Q 4.4U GGR jB l HLM �9-R15-R18E A'oRl11 LPff, SrCM1N 19/-/RB�S-R18E N BB'10i1' E(D) N evoa'lo• r(O ,aao' u Si W" IM) x e9be•ro' rN M.) 2360.R' N WOW* r(a) N B9'ae't0' r(F) -16 N ss'W'10' E 37e46' o�A �LJ'.E WEST 1a', M1w I/1. �{\ SELIIDN 19-nIS-MS 1 'Sdrtrr (6Y, xa4M J63', Kw I/I, SEC1nN 19-R15-RIBE N effo5.lf• tM I000 LESS AND EXCEPT wESi � srt'rroN 9-nos-Rler I POB u�ss I m rxcrPT I I 1 I I I I ALSO LESS AND EXCEPT I I I I z I m Y o b j 1 I I I � I I I 1 I 3 I I I 11 II i la. ,urlm (hum : ur9m rAsomrO�� IpJL.J/88,PoT805) I J` 0� )(aP� / rvttr I s e9bY4J' w 1 N 80'07'43" E r.rr orFJ �maa/is l 290.72' as• ar z ` \�rvxr rs• ar .. !A 4 (Kitt 21• IXT FEM1'rC 0.Y O3F x0r ,Irma V 41V+; pY tar 0 I 1 11 � y e�-1� vwr war arc. G_ Q�Q P8; Po.11e alt: 39$Fl^+1)� y0 V 1.0 y � V S 86'60'37" W Z 30.48' N BS53',9' rN) N e65o'JT' C(N S 89-08'R3" W \I r/zts s evlob9' Bqo) $ as / aaaa¢¢ rw�pA s BrTsm'IJ' w(O L»us�oaSyarL � µ 15 0.5' mi PA)6'(r) `�1S IL / �-lENCE al' aT s' arc. rrn¢ ns' ov 1YL s efflo'os• w(o) � loas],'rol� r03• on, sanx Les. W r/1, hw I/,, uxl/4, TOGETHER , ' v7 t-rzhtE so.B• av team a Imm oLrotEln)�---t- 1s^' °N ENTERPRISE STREET .,• R/eMP.s.APee,) e O R6 ,so srenav r9-nx-Rear rAsomn rau PLR s esm'u' w(o) -I, eu(uo m) (Bo' i 1 (QR.n9eM3605) 5 8698. WWf(rr1 \, S e9l9'J8• n / ee50Y1_ R(r1 e aET.OJ' M1nSIPoR34m r 1Ba1 h 1/1, SN 1/1, KWt/,, WaT iM), ffi L1 P85. Arc MPI.'&R. L01 MAA, RLSr a4tN0E g 'A M1Stinr LNG W SE'CII¢4 IB-RIs-MSE 9NUsiP:LL PNL( IN4I Iw0. P85. P4S e1-85 NaUSlR•ALL U9T Rq L*l Pas s PBe, e1-es k� A DESCRIPTION AS FURNISHED: A part of Section 19, Township 22 South, Range 28 East, Orange County, Florida, more porticulody 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 North 1/4 corner of Section 19; thence N 89.47.56" E along the North line of Section 19 for 103.93 feet to an intersection with (he West right-of-way line of Idogu;m Rood, 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 37'18'06", for 469.57 feet; thence S 89'10'18" W. along the North 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 00'30'17" E. along the West line of said parcel for 425,66 feet to the Northeast corner of the plot of WEST ORANGE INDUSTRIAL PARK UNIT TWO, Plat 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 00'3231" E, along the North line of said plat for 366.67 feet; thence S 89'10'09" W. along the North line of said plot for 30.00 feet; thence S 00'29'47" E, along the North line of said plot for 60.00 feel; thence S 86'52'44" W, along the North 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 ?A Section 19, for 330.03 feet to the West line of Section 19; thence N 00'29'47" W, along said West line for 941.09 feat; thence N 89'l0'22" E, along the South line of the North 365 feet of the NW 1/4 0/ said Section 19 for 40.00 feet; thence N 00'2947" W, along the East line of the West 43 feet of the NW 1/4, Section 19, for 365.01 feet to the Point of Beginning. Lar u wccr oRAUE P.BwI.�P�a.11PB � � �• �"- coux sw4x5.S PARK PHASE 1 (P1 60,PGS 137-f3e) M 4'4 NR1 ,. wt�� (vagFTln-IJe) rys�Mrm%n-1� rw��IB-RIS-RIB( �(PaSaPs n-rJe) � , N BB'08'10" E A 1731.14' N 88'6248" E 58.93' S(811W�J I)I�-,tl)e 1 so. TtuPovRr J umeurr 1 14 1 1 Naxm Les, wm oaAws 0.9aeiRAL PAbf LMr 1ml s BB'o]'ST' R(i) � A PGi e1-ITS 1055.1L'(rr11 -mow l S 89'07'67" W I rEM1rc rz9' ar�`ro.c'C B.r• orr 1096.09' Ij VACANT I 4S 2).e633 ApLLe) (BP /Ibx/IrOe 1 SCUM etc r ztaa6zzs �1a' �Asr, o.P soum s eslo'ta• w saoo•(o) s 8ff08'O6• W H9 e5'(D RC0 1 r1• _/ h�fUKC u• aF WCStro) 8 69'0a65' wlN � JY uJ'.1 M !a'ro) 1H.b'(r) (nayuginlO,j ro I w[5t ORJJJBFa.I B),\ j i�(oxierSm,nrj 9 Y^ I - ' e. - @ !/StLlDlr I 'v lonzzJ4yo.xJ1) Rtc r/I 5W83109 Ito (pP) AY SOUM ran HA11m hE CQPImi. ktST OR4Kt B(OOSrR4LL PAwf UMf iMO, ' PAS, PR, 81-85 _I�e 14a• 04 irNCr B.B' Oli1 , r POB AND Y R c .. u - III tAsr(o)) N -I*v 10 PaA Pc.ne I II 1 Jo'(o) 2B.n'(F) I I IS' DR4NmE ustuoa (P85,Po.61) f I 'I� rmRm tB.0 aRJJJAPa Ie]I � m LNG oxs9sAPnlmS S 89'011'06" W axs95� IatS 10BD.IS, r IOR Bxttarflraa leGiHx,Sl AW t0.be'RaSIr M R o.13' SOVM � 1Ba)>B @ /101111 SEalla'1 INL N afflbb)' [ I 1a,213' 1 - s es•,s're• w ro \-xosm u+r, RJtrrS PD.Mro) SLCMBI 19-RIS-MSC I N eff1Y56' r(o)) I ' N BYIB'o>' [(r) (sCOipN LL'rE) 10.L9J' PHr9U1 f � Ram D=344928' 1 1 s L-- 66.2T� (°)4 =485.79' � C=95.60, \ \ CB=S 17.42.03" E \ \ \ I ff•_alr \ C s e9•ro•1e' w(c) s a9mbe• w(O a 03. \ y .h R•ni.iY c•,alsr• O \ CB•s te6a39' E a \ PNrs`crL� f d \� I FaR eWRbrNDll [OflnONS' JJ9 i0PO0RMIY W11 e: irrxK a I' orr str slm s or J v Tao ---I M9 tONr�talR/yy � pTp �Rrfl' orrma NOTES CORRESPONDING TO SCHEDULE B2: THE SURVEYOR HAS LIMBED HIS REVIEW TO SEARCH FOR EASEMENT DESCRIPTIONS THAT LIE WITHIN THE SUBJECT SITE aRJJTe.Pa. 1671 AS PER THE DOCUMENTS THAT HAVE BEEN FURNISHED TO THE SURVEYOR PERTAINING TO SCHEDULE 02 OF THE TIRE 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 TIRE INSURANCE COMPANY. THE REVIEW STATED ABOVE DOES NOT INCLUDE OTHER/ADDITIONAL O.R. BOOK AND PAGES REFERENCED WITHIN THE DOCUMENTS LISTED IN THE ITEMS PER SCHEDULE B2. Lor u Lar L I' 1•(^ e y wT v wrsr osiHar UWT a$ msr oxaax I , r I AW.11 /RN IRN aL 9mlrsmAt pvs t utaT as. PAL fGrrB PLr-1. PPS I ; it 1 II I '71 11 1 I I I ur,�1 umLt)n I II I e (aR.zzJ,,rusJO ��^e'rec vstunrt IP.aAP0.SQ 45' aRlsUOf F T 1 I�t (P s.w ) I Lr I ENTERPR)Iro SE STREET Those lands described in a Tox 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 Plot 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 port 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 of 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 N 89'10'22" E, along the North line of Section 19 for 538.46 feet; thence S 00'32'31" E, for 1233.35 feel; thence N 8652'49" 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 L.F. Roper Parkway; thence S 00'29'47" E, along the West right-of-way line of L.F. Roper Parkway for 60.00 feet to the Northeast comer of Lot AS, WEST ORANGE INDUSTRIAL PARK, UNIT TWO, Plot Book 5, Pages 84 and 85, Public Records, Orange County, Florida; thence S 865244" W, along the North line of Lot A5, said plat of WEST ORANGE INDUSTRIAL PARK UNIT TWO, for 279.73 feet to the Norlhwesf corner (hereof, 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 feel to the West line of Section 19, Township 22 South, Range 29 East; thence N DO'29'47" 1'/, along said West Section fine for 941.09 feet; thence N 89'10'22" E, along the South line of the North 365.00 feet, of Sec lion 19 for 40.00 feet; thence N 00'2947" W, for 365.01 feel to the North line of Section 19 also being the Point of Beginning. GRAPHIC SCALE ISO Ca 10a 900 ( IN FEET ) 1 Inah = 100 1L TOGETHER WITH o non-exclusive, 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, 1986, in O.R. Book 3798, Page 2605, in the Public Records of Orange County, Florida, over and across the To land: A part of the NW 1/4 of the NW 1/4, Section 19, Township 22 South, Range 28 East, Orange County, Florida, more particularly described as follows: Begin at the intersection of the North Right -of -Way line of Enterprise Street and the West Right -of -Way line of LERoper Parkway as shown on the Plat of WEST ORANGE INDUSTRIAL PARK UNIT TWO, Plat Book 5, Page 84 and 85, Public Records, Omnge County, Florida; thence S 00'2947" E, (Bearings based on Plat of WEST ORANGE INDUSTRIAL PARK, UNIT 1, Plot Book 3, Page 118, Public Records, Orange County, Florida) along the West Right -of -Way of L.F. Roper Parkway for 60.00 feet; thence S 86'52'44" W, along the North line Lot A6, said plat of NEST ORANGE INDUSTRIAL, UNIT TWO for 29.98 feel; thence N 00'3231" W, for 60.00 feet; thence N 86'52'49" E, for 30.03 feet to the Point of Beginning. Less rood right-of-way for Maguire Road as recorded In ORB 4056, Page 4093 of the Public Records of Orange County, Florida. ALSO LESS AND EXCEPT the following Limited Access Right -of -Way: A portion of (he Northwest 1/4 of Section 19, Township 22 South, Range 28 East, Orange County, Fiorito, being particularly described as follows: Commence at the Northwest comer of said Section 19; thence run N 89'08'10" E, along the North line of said Section 19 a distance of 578.46 feel for o POINT OF BEGINNING; thence continue N 89'OB'10" E, along the North line of said Section 19 a distance of 290.72 feet; (hence departing the North line of sold Section 19 run S 00'34'43" E, 805.33 feet; thence run S 89'07'43" W. 290.72 feet; (hence run N 00'34'43" W, 805.36 feet to the POINT OF BEGINNING, 90 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 ii OR. 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: SHUFFIELD, LOWMAN & WILSON, PA This is to certify that this mop or plot and the survey on which it Is based were made in accordance with the 2016 Minimum Standard Detail Requirements for ALTA/NSPS Land Title Surveys, Jointly established and dopled by ALTA and NSPS, and includes Items N/A of Table A thereof. The field work was completed on (12-20-2016) Date: 01-04-2017 Thomas X. Grusenmeyer, RLS 14714 State of Florida BOUNDARY SURVEY FOR / CERTIFIED TO: IBI GROUP INC.; CITY OF OCOEE, FLORIDA SHUFFIELD, LOWMAN & WILSON, PA. I SEE SHEET 2 of 3 FOR TOPOCWHY suRVEY SEE SHEET 3 OF 3 foR TREE SURYEY SHEET / OF 3 GRUSENME)ER - SCOTT & ASSOC., INC, - LAND SURVEYORS 6400 E. 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SEE SHEET 1 OF 3 FOR WOUDWY SURVEY SEE SHEET 2 OF J FOR TOPOGRMHY SURVEY SHEET 3 OF 3 5,F00 BtEKR-SCOTI 6: AS60Cu1E5, U(C. - Ve40 SYRJEIORS $ T 277 32302WVE F 4 I4o it 114M 32807 ITEM NUMBER IV. B. PUBLIC HEARING 4 LOCOS TACO 1. REZONING 2. SMALL SCALE COMPREHENSIZE PLAN AMENDMENT Mayor Commissioners Rusty Johnson /� John Grogan, District 1 /k Rosemary Wilsen, District 2 City Manager Richard Firstner, District 3 Robert Frank CO Joel F. Keller, District 4 norma STAFF REPORT DATE: May 09, 2017 TO: Planning & Zoning Commission (Local Planning Agency) FROM: Michael Rumer, city Planner SUBJECT: 4 Locos Taco Restaurant(101 W Silver Star Rd) Small Scale Comprehensive Plan Amendment and Zoning Project No(s): RZ-17.03-01 & CPA-2017-002 ISSUE: Should the Planning & Zoning Commission (LPA) recommend approval of the Small Scale Comprehensive Plan Amendment from Low Density Residential (LDR) to Commercial (COM) and a Rezoning from R-1AA (Residential) to C-2 (Commercial) for the 4 Locos Taco Restaurant (101 W Silver Star Rd) Property? BACKGROUND: General Location: General Location: The property is located on the north side of W Silver Star Rd and 350 feet west of the intersection of Bluford Ave and W Silver Star Rd. Parcel Identification Number(s): 18-22-28-4100-00-171 Physical Address: 101 W. Silver Star Road Property Size: +1- .60 of an acre. Actual land use, proposed land use and unique features of the subiect property: The property was previously used as a single-family residence. The Future Land Use classification for the entire property is "Low Density Residential" current zoning classification is "R-1AA" Single- Family Residential. The future land use & requested initial zoning classification of the subiect property: CURRENT PROPOSED Jurisdiction/Future Land Ocoee/ Low Density Residential Ocoee/Commercial Use-Joint Planning Area Land Use Classification Jurisdiction/Zoning Ocoee/"R-1AA" Ocoee/"C-2" Classification "Single-Family Dwelling" "Community Commercial" P&Z Meeting Date: May 09,2017 Project:4 Locos Taco Restaurant Project Number(s): RZ-17-03-01 &CPA-2017-002 The current future land use and zoning classifications of the surrounding properties: DIRECTION: CURRENT FUTURE LAND USE CURRENT ZONING North Low Density Residential R-1AA(Residential) East Commercial C-2 South Commercial C-2 West Low Density Residential R-1AA DISCUSSION: As stated above, the proposed Small-Scale Comprehensive Plan Amendment consists of re- classifying approximately 0.60 acres of property from LDR (Low Density Residential) to Commercial. The applicant is requesting the Small-Scale Comprehensive Plan amendment so the property can be rezoned to C-2 (Commercial) from R-1AA (Single-family Dwelling). The proposed use will be a restaurant. In general, the surrounding area is comprised of Commercial uses. The property is located on W Silver Star Road, which is due to the 429 Expressway a busy east west arterial road and commercial corridor in the City of Ocoee. The subject property is located across W Silver Star from the a shopping center and is located adjacent to a railroad crossing. Directly to the east of the subject property is a parcel zoned commercial. Commercial uses for the site are not anticipated to generate additional traffic impacts beyond those of the commercial shopping center across W Silver Star. The property location in Ocoee's Downtown lends itself to being appropriately sited. The applicant is working with the City to design a building for a restaurant which will be the first building to meet urban architectural standards. Based on the above analysis, the Small-Scale Comprehensive Plan Amendment from LDR to Commercial for approximately 0.60 acres of the subject property is a logical extension of the commercial lands adjacent to south, east, and west of the site, and is not anticipated to pose additional impacts on the surrounding roadway network. DEVELOPMENT REVIEW COMMITTEE (DRC) RECOMMENDATION: On May 2, 2017, the DRC met to determine if the proposed Small-Scale Comprehensive Plan Amendment and zoning was consistent with the City's regulations and policies. When the discussion was finished, the DRC voted unanimously to recommend approval of the Small- Scale Comprehensive Plan Amendment and zoning for the property. P&Z Meeting Date: May 09,2017 Project:4 Locos Taco Restaurant Project Number(s): RZ-17-03-01 &CPA-2017.002 STAFF RECOMMENDATION: Based on the above analysis and the subsequent DRC recommendation, Staff recommends that the Planning & Zoning Commission, acting as the Local Planning Agency, recommend approval of the Small-Scale Comprehensive Plan Amendment of the +/-.60 acre parcel of land (101 W Silver Star Rd) from Low Density Residential to Commercial and rezoning from "R-1AA" to "C-2". Attachments'. Location Map Aerial Map Zoning Map Future Land Use Map \ '_ _ I ' Bui - � w ft O ~ N 0) 12 W leN 06 J Nt a Ns u� Shope Li �•�� / im ITh I ka 0 Cuiis a NEMER m �� - m to ix 2 irR �7 _ '� l p ' u \ 4 N 46. -ri I �A\ �� pm-idk EN . . m \ Pueit ' no -i � J wil -www - w �� 33 un / o o '� a _ is • a — fifth: as 5 Z — ' .1"' a OIits III ■ ' 0 sn soui oikt O J /)1Y/- 1--- l eldody aao a fie — / 11 I rib iirm P .----- ,..__ im,. .:, a ---7------ . a liTavalrioraga _........ 11 .„ I . . ., ■ Eillems, ill' 4Q !X J '■` III '.,,.,a. _ ' 1 III Nom 1111 la .0, lelco .ii L r +co, aI lig IN cn a 21,1r 0 =alirt 11 , < < ~ o _ 111 MEM in '.r 1Itm � i ®iri i rr. mi I. IN rirr J 45F. low 0 iki a � • 44- No I. r .,. . ,--, . mi EN _i - . , ■■_114....... (-7-) N a M UCI'. 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